Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WZ-17-10
Memorandum TO: Kenneth Johnstone, Community Development Director FROM: Scott Cutler, Planner I DATE: May 22, 2018 SUBJECT: WZ-17-10 / Applewood North Summary of Request: The applicant requested an amendment to the existing Specific Development Plan for the northern part of the Applewood Shopping Center (former Walmart building) to reconfigure access driveways from W. 38th Avenue, reconfigure the parking lot, add drainage improvements, install new landscaping, improve site lighting, and improve the streetscape along 38th Avenue. The plan divides the existing building into four tenant spaces and sets up the RTD transfer center as a future development site. The subject property is located at 3600 Youngfield Street. The requested amendment was Amendment #14 of the Applewood Village Shopping Center Planned Commercial Development, with Amendment #9 (Outline Development Plan) as the underlying zoning. Please note that the façade upgrades as part of the upgrades to this site will be submitted as a separate SDP amendment, or as a supplement to Amendment #14. This application will require a separate referral and review process. Findings: • All comments from referral agencies have been addressed. • Public Works has completed review of the electrical plan and civil construction documents, and at this time, future comments will not affect the accuracy of the SDP document. • The amendment complies with criteria established in Section 26.307.C.3 of the Wheat Ridge Municipal Code. • Building construction will not begin until the subsequent façade upgrade application is reviewed and approved by the Community Development Department. Recommendations: Staff recommends approval of Amendment #14 of the Applewood Village Shopping Center Planned Commercial Development, Case No. WZ-17-10. Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Transmittal Date:8/2/2018 Project: Applewood, Hacienda Restaurant To:City of Wheat Ridge, Community Development Dept Via: 7500 W. 29th Ave, 2nd Floor Overnight Wheat Ridge, CO 80033 Delivery x Attn:Scott Cutler, Planner I Mail Re:SDP Amendment Record Set For: CC:Tom Metzger, Regency Centers Your Use x Comment Approval Copies:Description: 1 Signed Mylar Set- 24"x36" 1 Recording Fee $ 103.00 Comments: Please let me know if there's any additional information needed. Thanks. By: Mike Haaf Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com *64, City 013 U/heat Rkkf - PUBLIC WORKS TO:Scott Cutler, Planning Technician FROM:Jordan Jefferies, P.E. DATE:May 31,2018 SUBJECT:WZ-17-10/Applewood North - 3600 Youngfield St Memorandum¢ I have completed my review of the Applewood Village North submittal package received on May 17,2018. This letter is to inform you that the cost estimate and all civil/electrical engineering documents for this development have been reviewed and are approvable for construction by the Department of Public Works upon resubmittal of documents signed and sealed by a Professional Engineer. Please be aware of the following items regarding the construction of the project: General Requirement: 1. CDPS Permit & Stormwater Management Plan: The proposed work for this site is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a 2nd (NEW) Stormwater Management Plan (SWMP) associated with the required State CDPS Permit may be required when the parking lot removal and regrading occurs and the drainage/WQ structures are installed, etc. The SWMP must be approved by the City prior to issuance of any Grading, ROW Construction, or Building Permits. A copy of the CDPS must accompany the final submittal of the new SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). 2. Please provide a copy of all recorded easements to Public Works upon recording. OTHER REOUIREMENTS (PHASE II OF THE PROJECT): 1. Itemized Engineer's Cost Estimate: The itemized Engineer's Cost Estimate for public improvements in the amount of $200,630.05 is approved. 2. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way AVSC_Walinai,Red:velopment_Approval_ltr_JJ.docx Public Works Engineering May 31, 2018 Page 2 Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. A construction bond will be required in the amount of $200,630.00. Proof of this bond will need to be submitted to Public Works prior to issuance of the ROW Construction Permit. b. Licensing. All work within the public Right-of-Way shall be performed by a municipally-licensed contractor. 3. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 4. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancv for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items (as applicable) shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Grate/MH lid elevation for proprietary WQ structures. 4. Manholes, rim and invert elevations. 5. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: AVSC_WalmartRedevelopmenLApproval_ltr_JJ.docx Public Works Engineering May 31, 2018 Page 3 i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM or flash drive as follows: 1. One (1) file in AutoCAD 2013 DWG or older format, AND 2. One (1) file in PDF format (scan ofthe signed/sealed plans). 5. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e.,Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridee.co. us 6. Materials Testing for any Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) AVSC_WalmartRedevelopmenLApprovaljtr_JJ.docx Public Works Engineering May 31, 2018 Page 4 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction ofthe specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. AVSC_WalmartRedevelopmen<Approval_]tr_JJ.docx Public Works Engineering May 31, 2018 Page 5 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification),1 per 500 feet of roadway,Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, AASHTO T99 1 per on-site soil type 1 per import material source AASHTO method determined By soil or materials type Embankment in-place density, Colorado Procedures 1 per 250 feet per lane per 6-inch Minimum density per soil loose lift classification, Section 203.07 Roadway subgrade in-place density, Colorado Procedures 1 per 250 feet per lane Minimum density per soil Classification, Section 203.07 Sidewalk subgrade in-place density, Colorado Procedures 1 per 250 feet of sidewalk Minimum density per soil Classification, Section 203.07 Pipe trench in-place density, Colorado Procedures 1 per 200 feet of trench per 18 inch vertical interval Minimum density per soil Classification, Section 203.07 Aggregate base course in-place density, Colorado Procedures 1 per 250 feet per lane Minimum 95% of maximum Density, T180 Lime treated subgrade in place density, Colorado Procedures 1 per 250 feet per lane No less than 95% of std. dry density and opt. moisture, T99 Cement treated base in place density, Colorado Procedures 1 per 250 feet per lane Density in accordance with contract documents, T134 Hot Bituminous Pavement asphalt content and gradation Hot Bituminous Pavement in place density, Colo. Procedures 1 per 1000 tons 1 per 100 tons Within specifications of Approved mix design, binder PG 64-22 92-96% of maximum density, T209 Concrete compressive strength AASHTO Procedures 1 set per 50 cubic yards PCC pavement, structural Concrete, sidewalks and curbing Concrete air content and slump AASHTO Procedures 1 per 25 cubic yards PCC pavement, structural Concrete, sidewalks and curbing AVSC_WalmartRedevelopmenLApproval_ltr_JJ.docx . Scott Cutler From:Scott Cutler Sent:Friday, May 11, 2018 8:33 AM To:'Mike Haaf' Subject:Applewood Village - Fence Hi Mike, I discussed the fence with Ken this morning and we've reached a conclusion. No changes to the mylars/final documents are necessary. It's important to show the need for a fence, as proper screening is a code requirement. If Tom is able to get everyone on board, the fences would need to be built by the time of the C.O. for the new tenants. It is in the City's best interest to have the new fence constructed since this SDP is a major upgrade to the shopping center. If there are objections to the fence construction, we can handle those on a case-by-case basis. Not installing the fence (or potentially only installing part) can be handled administratively, but keeping the actual fence on the document is important. Ken has requested formal objection letters from the neighbors who oppose the fence or its construction. That way we can have something on record and then handle each case accordingly. When you're ready to submit the mylars, please also send me the PDF. Feel free to give me a call today if you have other questions; 1'11 be out in the field some, but will return your call asap. Thanks, Scott Scott Cutler Planner I 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 Fax: 303-234-2849 www.ci.wheatridge.co.us City of*EU Wheat RegeCOMMUNITY DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 1 City of7-WheatRklge - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 March 8, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the Specific Development Plan Amendment application for property located at 3600 Youngfield Street. The third submittal has been reviewed and all Planning comments have been addressed. The application was also sent on referral to Wheat Ridge Public Works. Public Works has no further comments on the SDP submittal. There are comments remaining on the Electrical R.O.W. Site Plan and the Civil Construction Plans. See attached comments and redlines from Jordan Jefferies, dated March 6, 2018. For questions or clarification on any comments, please feel free to directly contact me or Jordan Jefferies. Please resubmit digital copies of the civil documents. Sincerely, Scott Cutler Planning Technician CC:WZ-17-10 case file Tom Metzger, Regency Centers www.ci.wheatridge.co.us f 1-2 5*rnze-al r City of79-WheatRlge- PUBLIC WORKS Memorandum TO:Scott Cutler, Planning Technician FROM:Jordan Jefferies, P.E. DATE:March 6, 2018 SUBJECT:WZ-17-10/Applewood North - 3600 Youngfield St I have completed my review of the third submittal of the Applewood Village North specific Development Plan and the first submittal of the Construction Plans received on February 23, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: Public works has no comments on the 3rd submittal of the Specific Development Plan. CIVIL ENGINEERING Final Drainage Report: Public works has no comments on the 3rd submittal of the Final Drainage Report. Electrical R.O.W. Site Plan 1. After discussing this plan with the Engineering Division Manager and representatives from Mt. States Lighting, the poles along W. 38th Avenue need to be 30' in height (in an effort to remain consistent with all other arterial roadways) at approximately 70' spacing as represented on the Plan. Please revise the plan view and associated luminaire schedule; the City is leaning towards using ERLl_TII_3900Lum_31W heads for SLB-1 for use with the taller 30' poles. Please contact Mt. States Lighting (303.838.4430) for complete specifications. 2. Please show a pull-box by each streetlight and pedestrian light within the public ROW. 3. Subsequent to streetlight placement, please adjust the spacing/placement of pedestrian lights as needed (again, PW recommends consulting with Mt. States to resolve this). 4. The SLB-1 shown on the far west end be placed with the current project along W. 38th Avenue (the detached sidewalk would have to be extended a few feet to allow for ample room), or the light may be placed along with the pedestrian lighting, 6' detached sidewalk, etc. along the W. 38th/Youngfield frontage at the time the existing RTD area is redeveloped. 5. Please include the City-standard Pull-Box Detail on this Plan. AVSC_WalmanRedevelopment-Review-3_JJ.ltr.doex Public Works Engineering March 6, 2018 Page 2 Civil Construction Plans: Cover Sheet: 1. The Wheat Ridge General Notes are not current. Please use the Notes that were updated in 2016 (see the General category of the Standard Construction Details on the City's website). Sheet C203 (Site Plan (East)): 1. Please update Notes #4 and #66 to reference the CDOT M-609-1, Curbs, Gutter, and Sidewalks standards rather than the old City-standards that are no longer used. 2. Please update Note #12 to reference the CDOT M-608-1, Curb Ramps standards rather than the old City-standards no longer being used. 3. Add "Pull-Boxes" to Note #43 as shown. Sheet C204 (Site Plan (Wesm: 1. Please update Notes #4 and #66 to reference the CDOT M-609-1, Curbs, Gutter, and Sidewalks standards rather than the old City-standards that are no longer used. 2. Please update Note #12 to reference the CDOT M-608-1, Curb Ramps standards rather than the old City-standards no longer being used. 3. Add "Pull-Boxes" to Note #43 as shown. Sheet C205 (Horizontal Control Plan (East)): 1. Please identify the 6.0' amenity zone. 2. There is an extraneous line in the middle of the detached sidewalk on the west side of the entrance. It appears this may be just the old stop bar from the existing entrance, but whatever it is, if it's not needed it should be removed. Sheet C206 (Horizontal Control Plan (East)): 1. Please identify the 6.0' amenity zone. Sheet C209 (Roadway Details (Public)): 1. Please remove ALL of the old City-standard details that are highlighted. The City no longer uses these but instead has been using the CDOT M-Standards for concrete sidewalk, curbing, and ADA ramps for over a year. Please add sheets 1-4 0 f CDOT-M- 609-1, Curb, Gutters, and Sidewalks and also the applicable sheets ofCDOT-M-608-1, Curb Ramps. Sheet C301 (Grading Plan (East)): 1. It appears this requirement may be currently met, but please be advised that the maximum allowable slope for landscaped areas is 4:1 (which this appears to meet). 2. Please add the following Note: "21. THE MAXIMIMUM ALLOWABLE SLOPE IS 4:1 FOR ALL LANDSCAPED AREAS." Sheets C304 - C307 (Erosion Control Sheets): 1. Please add the following Note to all erosion control plan and detail sheets: AVSC_WalmartRedevelopment_Review-3_JJ.ltr.docx Public Works Engineering March 6, 2018 Page 3 'NOTICE TO THE CONTRACTOR: REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL EROSION & SEDIMENT CONTROL REQUIREMENTS." 2. Please include the Stockpile Management (SP) BMP in the legend on the plan sheet (C304) and provide the UDFCD standard detail on one of the erosion control detail sheets. Sheet C401 (Overall Utility Plan): 1. Please provide a copy of all recorded easements to Public Works upon recording. Sheet SL3.3 (Pole & Pole Mount Specification Sheets): 1. Please modify the Pole Type SLB-1 detail to reflect the 30' high pole as requested by the City Engineering Manager. 2. Please revise the heads for SLB-1 as needed for use in the taller 30' poles. Sheet C604 (Storm Sewer Notes and Details): 1. Please note that the City of Wheat Ridge combination inlets are a bit different from the Denver Type 13 (grates function differently). The City only requires the use of the City-standard within the public ROW, so if Type 13's are preferred these details should be swapped out with the correct ones. If you wish to use the City's that's fine - we actually had the UDFCD run the calculations on our grate so you can use their spreadsheets. General Requirement: 1. CDPS Permit & Stormwater Management Plan: The proposed work for this site is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a 2nd (NEW) Stormwater Management Plan (SWMP) associated with the required State CDPS Permit may be required when the parking lot removal and regrading occurs and the drainage/WQ structures are installed, etc. The SWMP must be approved by the City prior to issuance of any Grading, ROW Construction, or Building Permits. A copy ofthe CDPS must accompany the final submittal of the new SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). OTHER REOUIREMENTS (PHASE II OF THE PROJECT): 1. Itemized Engineer's Cost Estimate: Please provide an itemized Engineer' s Cost Estimate with the Phase II submittal for all items proposed (including street and pedestrian lighting) within the public ROW. The approved estimate amount plus 25% contingency (125% of the approved estimate) may be used for the amount of the bond needed to issue any ROW Construction Permits (refer to item 4 below) if the amount exceeds the typical $10K. AVSC_WalmartRedevelopmenLReview-3_JJ.ltr.docx Public Works Engineering March 6, 2018 Page 4 2. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 3. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 4. Drainage Certification/ As-Built Plans/ SMA and 0&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items (as applicable) shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Grate/MH lid elevation for proprietary WQ structures. 4. Manholes, rim and invert elevations. 5. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. AVSC_WalmartRedevelopment-Review-3_JJ.ltr.docx 6 Public Works Engineering March 6, 2018 Page 5 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM or flash drive as follows: 1. One (1) file in AutoCAD 2013 DWG or older format, AND 2. One (1) file in PDF format (scan of the signed/sealed plans). 5. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co. us AVE_WalinartRedevelopmenLReview-3_JJ.ltr.docx Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS February 23,2018 Scott Cutler, Planning Technician City of Wheat Ridge Community Development 7500 W 29th Ave Wheat Ridge, CO 80033-8001 RE:Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Cutler, The following are SDA's responses to staff comments regarding the second Specific Development Plan Amendment application review. In addition to this letter, we have also provided a revised Site Plan set and supplementary documents in pdf format. Planning Scott Cutler - City of Wheat Ridge Community Development General Comments 1. The final building elevations and perspectives are being submitted as part of a later process. A condition of approval for the SDP amendment will be that building elevations and perspectives are submitted as part of an additional administrative SDP amendment review, which will not require a full submittal, only elevations and location of the improvements on a site plan. Building permits for the fa,ade improvements may not be obtained until the architecture and materials are approved. Add a note stating this to the Cover Sheet SDA Response: Acknow/edged. Note added to Cover Sheet. Cover Sheet (Page I ) 2. Remove pages I 2 and I 3 from the Sheet Index as the elevations and perspectives are not part of this SDP submittal, and renumber all sheets as ## of 11 accordingly. SDA Response: Architectural Elevations and Perspectives are removed from set and remaining sheets are renumbered. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com R 1 Page 2 (Overall Site Plan) 3. Modify the open space table as follows by removing the hardscape calculations and adding to sod total: LIVING LANDSCAPING 10% MIN OF GROSS LOT 10% AREA (43,437 S.F. MIN)(43458 S.F.) TURF 30% MAX (13.038 Sf ##°A (#### S.F.) C SDA Response: Open space table has been revised. 4. Minor spelling corrections are indicated on the redlined document. SDA Response: Spelling corrected. Page 3 and 4 (East & West Site Plans)1/5. Add a note on the East Site Plan stating: "Final dock locations and alley improvements are to be determined based on final tenants, and submitted on site plans as part of the building permit process." This information can also be submitted as part of the architectural SDP. SDA Response: Note has been added to the East Site Plan. f 6. Indicate street light locations along 38th Avenue in addition to pedestrian lights (on both East and West site plans). SDA Response: Street lights and pedestrian /ights are now shown. Page 7 (Photometric) ,.,·75 Based on your explanation, we are comfortable with a 30-foot maximum height for the parking lot lights because the existing poles are being re-used. This does not set a precedent for the entirety of the shopping center should new development occur. SDA Response: Acknowledged. 48. Update the plan to show revised spacing of pedestrian lights and add the street lights. Comments on the first submittal noted a 50-foot spacing requirements for pedestrian lights which is a minimum requirement. Public Works indicated preferred spacing on 38th Avenue is approximately 80 feet Spacing can be adjusted up to 20% as necessary to accommodate landscaping. SDA Response: Pedestrian and street lights are now shown on the photometric p/an. Pedestrian lights are spaced approximately 75' on center. 8>45 Change Item #2 to "Pedestrian Light", not "Pole Detail Parking Light.". SDA Response: item #2 has been changed to "Pedestrian Light." 2 Rates 8&9(Landscape Plans) /10. Indicate locations of pedestrian lights and street lights on the 38th Avenue frontage to ensure light locations do not interfere with tree and shrub locations. *DA Response: Right-of-way pedestrian and street lights are now indicated. 1/11. Trees are located within the sight triangles. Refer to the attached comments from Public e Works. SDA Response: Canopy of trees proposed within the sight triangles will most likely · interfere with the vertical clear zone, therefore the trees have been removed from the sight triangles. Spacing of the remaining proposed trees remains at 30' on center. A note is provided on Sheet /0 restricting canopy interference within the sight triangles. 2. Modify the first part of the landscape data as shown above by removing the hardscape calculations and adding to sod total. SDA Response: Landscape data now includes sod and excludes hardscape. RTD Bus Access Plan #13. How will westbound buses enter the site? Currently, buses heading westbound on 38th Avenue turn left into the site, which will be prevented by the construction of the right-in/right- out entrance. Has this plan been shared with RTD? SDA Response: The RTD /ease expires June 30, 20 18. The right-in/right-out access can be scheduled for construction between June 3th and the anticipated August/September 20/8 site completion of the main parking field in order to accommodate bus access. The attached bus exhibit shows that westbound buses can access the site from the entrance south Of the transfer station on the west side Of the property if the access on the north side Of the property becomes blocked. Any work affecting RTD circulation prior to lease termination will be coordinated with them. Civil Engineering Jordan Jefferies - City of Wheat Ridge Public Works PLANNING & ZONING Specific Development Plan: 1. Site Plan East (Sheet 3) - Please revise the ADA ramp on the west side of the east entrance to fit the curbed portion of the ramp within public ROW. The sidewalk width can be reduced from 6ft to 5.5ft at the ramp to allow for this change. SDA Response: ADA ramp has been revised. 2. Site Plan East (Sheet 3) - Please revise the ADA ramp on the east side of the east entrance to be modified CDOT Type 4B ramp. It is understood that a portion of this ramp will be outside of the public ROW. An example of the modified Type 4B ramp is shown in the image below: 9 2 th 4 3 3,98 F 3 ii SDA Response: Ramp has been revised. 4. Site Plan East (Sheet 3) - Note that all gutter in the ROW shall be 2ft wide (from lip of gutter to flowline). Please remove any Note #14 callouts pointing to curb and gutter in the ROW. As previously requested, a separate detail for public curb & gutter must be provided in the construction document submittal. SDA Response: Note /4 callouts in the ROW have been removed. Public curb & gutter detail will be provided in the construction document submitta/. 5. Site Plan East (Sheet 3) - Pedestrian light spacing along 38th Avenue shall be approximately 80ft O.C. to match the spacing on Youngfield. Spacing can be adjusted slightly (-20%) as necessary to accommodate landscaping. Note this comment applies to all pedestrian lighting along 38dh Avenue. SDA Response: Pedestrian light spacing has been adjusted. 6. Site Plan West (Sheet 4) - Please revise the ADA ramp on the east side of the west entrance to be a modified CDOT Type 4B ramp. It is understood that a portion of this ramp will be outside of the public ROW. See comment #2 above for an example of a modified Type 4B ramp. SDA Response: Ramp has been revised. 7. Site Details (Sheet 6): a. The dimensioning and leaders in the Lane Striping detail don't align with the linework. Please revise the detail to reflect accurate dimensioning and callouts. SDA Response: Detail has been revised. b. In the Typical ADA Parking Detail: i. Please identify this as being a "CDC)T Type 38 ADA RAMP". ii. Show the curbing along both sides of the Type 3 ramp. SDA Response: Detail has been revised. 3. 4 8, Landscape Plan East (Sheet 8) - Note that a Patriot Elm and a Skyline Honey Locust are c/- proposed within the sight triangles of the east entrance to the north parking lot. The vertical clear zone in the sight triangle is between 36" and 96" (measured from the gutter flow line). Tree canopies shall not be present in the vertical clear zone within the site triangle. SDA Response: Canopy of trees proposed within the sight triangles will most likely interfere with the vertical clear zone, therefore the trees have been removed from the sight triangles. Spacing of the remaining proposed trees remains at 30' on center. A note is provided on Sheet /0 restricting canopy interference within the sight triangles. 9. Landscape Plan West (Sheet 9) - Note that a Patriot Elm is proposed within the sight -- triangle of the west entrance to the north parking lot The vertical clear zone in the sight triangle is between 36" and 96" (measured from the gutter flow line). Tree canopies shall not be present in the vertical clear zone within the site triangle. SDA Response: Canopy of trees proposed within the sight triangles will most likely interfere with the vertical clear zone, therefore the trees have been removed from the sight triangles. Spacing of the remaining proposed trees remains at 30' on center. A note is provided on Sheet / 0 restricting canopy interference within the sight triang/es. 10. General Comments: a. In addition to the proposed pedestrian lighting, street lighting will be required L along 384 Avenue. Public Works recommends that the applicant contact Paul Plasha with Mountain States Lighting is at 303.838.4430 or by e-mail at pplasha@mountainstateslighting.com to develop a street light plan that will meet the City's requirements. Due to the proximity of the proximity of this project to residential neighborhoods, a shorter pole height of 20ft be incorporated into street lighting design. Public Works recommends the lighting consultant create and finalize the pedestrian lighting plan as well, to provide a coordinated lighting plan in the public ROW. SDA Response: The photometric plan prepared by On-Site Lighting is inc/uded in the set and proposes pedestrian and street fights per city specifications along 38th Avenue. CIVIL ENGINEERING Final Drainage Report: 1. Page 10& Page 78: It appears that runoff from a portion of sub-basin O- I will flow into an existing onsite inlet rather than sheet flow offsite. The basin 0- I will flow into an existing onsite inlet rather than sheet flow offsite. The basin should be subdivided to accurately reflect the proposed flow patterns. Please revise the text in the report and the drainage map to reflect this. Please revise the txt in the report and the drainage map to reflect this. Please update drainage calculations as necessary to reflect this flow pattern. It appears calculations for the Contech stormwater treatment device will be unaffected since this runoff enters the system downstream of the proposed treatment device.. SDA Response: The drainage repon text, drainage report and calculations have been revised to reflect two flow patterns to sub-basin O-1 (Sub-basin O-1 has been divided into two basins, O- / and O-3). 5 Grading Plan: 1. A portion of the parking lot appears to have no grading work (see redlines). Will this area be milled and overlaid due to the poor condition of the asphalt? Please clarify as the extent of pavement work in this area is somewhat unclear. SDA Response: The red/ine indicating where grading and asphalt replacement is possibly needed was not received. Preliminar# grading and utility plans are provided as an exhibit for review ofproposed conditions in that area. Fire Vehicle Tracking: 1. No comments. SDA Response: Acknow/edged. Overall Utility Plan: 1. No comments. SDA Response: Acknowledged RTD Bus Access Plan: 1. No comments. SDA Response: Acknowledged General Requirement: 1. CDPS Permit & Stormwater Management Plan: The proposed work for this site is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a 2nd (NEW) Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval when the next phase (parking lot removal and regrading occurs and the drainage/WQ structures are installed, etc.) The SWMP must be approved by the City prior to issuance of any Grading, ROW Construction, or Building Permits. A copy of the CDPS must accompany the final submittal of the new SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.287 I for further information). SDA Response: Acknowledged OTHER REOUIREMENTS (PHASE 11 OF TH E PROJECT): 1. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all drainage-related items such as detention ponds, outlet structures, drainageways or pans, and curb, gutter, and sidewalk SDA Response: Acknow/edged 2. Itemized Engineer's Cost Estimate: Please provide an itemized Engineer's Cost Estimate with the Phase 11 submittal for all items proposed with the public ROW. The approved estimate amount plus 25% contingency ( 125% of the approved estimate) may be used for the amount of the bond needed to issue any ROW Construction Permits (refer to item 4 below) if the amount exceeds the typical $ 1 OK. SDA Response: Acknowledged 6 3. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. SDA Response: Acknowledged b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. SDA Response: Acknow/edged 4. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre- construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. SDA Response: Acknowledged 5. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with the As-built Plans on the Current City Datum for all constructed drainage facilities prior to the issuance of the first Certificate of Occupancy. SDA Response: Acknowledged b. As-Built Plans: The following items (as applicable) shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Grate/MH lid elevation for proprietary WQ structures. 4. Manholes, rim and invert elevations. 5. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian Light locations. 3. Pull Box locations. 7 . APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL ENGINEER STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: JOSEPH SCHIEL, PE LANDSCAPE ARCHITECT STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: MIKE HAAF, RLA LEGAL DESCRIPTION (PROVIDED BY CLIENT) DEED RECORDED ON 1/18/2009 AT REC. NO. 2009001664 A PORITON OF LOT 1 APPLEWOOD VILLAGE SHOPPING C COUNTY OF JEFFERSON STATE OF COLORADO SURVEYOR FLATIRONS, INC. 655 FOURTH AVE. LONGMONT, CO 80501 303-776-1733 CONTACT: JOHN B. GUYTON ARCHITECT NAOS DESIGN GROUP 4949 SOUTH SYRACUSE STREET, SUITE 460 DENVER, CO 80237 (720) 360-4844 CONTACT: DICK ANSTETH, NCARBAEED AP PROPERTY OWNER REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 6900 GREENWOOD VILLAGE, CO 80111 (303) 300-5335 CONTACT: TOM METZGER DEVELOPER REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 6900 GREENWOOD VILLAGE, CO 80111 (303) 300-5335 CONTACT: TOMTMETZGER VICINITY MAP CO-58 SHEET INDEX 1 OF 13 COVER SHEET 2 OF 13 OVERALL SITE PLAN 3 OF 13 SITE PLAN (EAST) 4 OF 13 SITE PLAN (WEST) 5 OF 13 SITE DETAILS 6 OF 13 SITE DETAILS 7 OF 13 PHOTOMETRIC PLAN 8 OF 13 LAN DSCAPE PLAN (EAST) 9 OF 13 LANDSCAPE PLAN (WEST) 10 OF 13 LANDSCAPE NOTES AND DETAILS 11 OF 13 LANDSCAPE NOTES AND DETAILS - 12 OF 13 BUILDING ELEVATIONS 13 OF 13 BUILDING PERSPECTIVES f Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS APPLEWOOD.-< **82%25DESCRIPTION OF AMENDMENT 0 E SHOPPING I \ 56's 1 1 t:13 -------------__L__OD CENTER 4----*4..._--0STERLING DESIGN ASSOCIATES HAS PREPARED A SPECIFIC DEVELOPMENT PLAN SUBMITTAL ON BEHALF OF U. S.20 - / - RETAIL PARTNERS, LLC (REGENCY CENTERS, AS MANAGER) FOR THE RE-DEVELOPMENT OF THE NORTH PORTION E O f/-7OF THE APPLEWOOD VILLAGE SHOPPING CENTER. a.1 4 1 -&8 THE SCOPE OF THE PROJECT INCLUDES THE CONVERSION OF AN EXISTING VACANT WALMART BUILDING TO A eMULTI-TENANT RETAIL BUILDING. THE CONVERSION INCLUDES RELOCATION OF THE ENTRANCES IN THE FRONT /r-n < 1OF THE BUILDING, AS WELL AS RE-CONFIGURATION OF THE TRUCK DOCK AREAS IN THE REAR DRIVE AISLE. THE L EXISTING GARDEN CENTER ON THE NORTH SIDE OF THE BUILDING IS ALSO PROPOSED TO BE DEMOLISHED. SITE ENHANCEMENTS ARE PROPOSED AS PART OF THE PROJECT, INCLUDING A PEDESTRIAN AMENITY ZONE IN FRONT W 32ND AVE J OF THE BUILDING AND LANDSCAPING IMPROVEMENTS THROUGHOUT THE SITE. AS PART OF THE PROJECT, THE FRONT PARKING FIELD WILL BE RE-CONFIGURED TO IMPROVE VEHICULAR CIRCULATION THROUGHOUT THE -0-»«EXISTING SHOPPING CENTER. THE TWO EXISTING ACCESS POINTS IN THE NORTH PORTION OF THE SITE ARE PROPOSED TO BE RELOCATED, WHICH WILL REQUIRE EXISTING GRADE IN THE FRONT PARKING FIELD TO BE MODIFIED UP TO ONE TO TWO FEET IN SOME AREAS. WITH THE RECONFIGURATION OF THE PARKING FIELD, EXISTING INLETS WILL ALSO NEED TO BE RE-LOCATED AND STORM SEWER WILL NEED TO BE INSTALLED TO --1\.h ACCOMMODATE THE NEW SITE LAYOUT. .CASE HISTORY NORTH 1"= 1000' WZ-1 7-10 WZ-14-09 WZ-1 0-06 ./-1\SIGNATURE BLOCKS OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. TOM METZGER FOR REGENCY CENTERS, L.P. STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR'S CERTIFICATE 1, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF APPLEWOOD SHOPPING CENTER WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. (SURVEYOR'S SEAL)SIGNATURE i928 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.Sterling DesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE: 01/22/2018 BY: JGS ' DESCRIPTION:2NDSUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - N O.: 6 DATE: -BY: - DESCRIPTION: - COUNTY CLERK & RECORDER'S CERTIFICATE DATE:SCALE:STATE OF COLORADO ) 12/01/2017 1" = 20')SS COUNTY OF JEFFERSON ) PROJECT MANAGER:PROJECT NO.: JGS 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNT CLERK AND RECORDER OF JEFFERSON COUNTY DRAWN BY:DRAWING FILE: AT GOLDEN, COLORADO, AT O'CLOCK .M. ON JGS THE DAY OF , A.D., IN BOOK , PAGE ,RECEPTION NO. JEFFERSON COUNTY CLERKAND RECORDER PROJECT: APPLEWOOD NORTH BY:SITE REDEVELOPMENT DEPUTY 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO CITY CERTIFICATION APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE. ATTEST CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900CITY CLERK MAYOR GREENWOOD VILLAGE, CO 80111 COMMUNITY DEVELOPMENT DIRECTOR TEL: (303) 300-5300 SHEET TITLE: COVER SHEET SHEETNUMBER: 1 OF 13 1 1 1 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ' ' SITE DATA TABLE1 ky<44 -- 111 1 1 1 11 EX/SUNG RES/DENT/AL PARCELS 3 2 NED R-2 1 1-EXISTING RESID NTIAL PARCELS 1 PLANNED COMMERCIAL DEVELOPMENT I. '.ZONE R-lA EXISTING ZONING I (APPLEWOOD VILLAGE SHOPPING CENTER PCD, --4.- --- - ------ ---- 1 L-- - -- --- ------ - 3------- - ---« 11 P. - 688.58' E --- ...-... - - -- ----I AMENDMENT#9) © 0 1 - 35 --N86'061 031"vt--7 ;PROPOSED LAND USE COMMERCIAL SHOPPING CENTER 2- Fil/UL..4.--N 1 r·,r.. • .1 . . 1 '···· TOTAL AREA 0L___-_-3 FRE-DEVELOPMENTAREA"K'-9.97-*CRES · · · 4 il LEE-DEVELOPMENT-AREA-"8"_0.94.ACRES· · 3 4 [1*AL-RE-DEVELOPMENTAREA 1O1-ACRES1% 6 1 1. EXISTINGA . ;1 EXISTING 'PETSMART KING SOOPERS 4 RE-DEVELOPMENT AREA "A"EXISTING VACANT WALMART ' 1NOT A PARTNOT A PART I W .PROPOSED MULTI-TENANT COMMERCIAL RETAIL «5 REQUIRED/ALLOWED PROPOSED (TENANTS TO BE DETERMINED)pal EDEVELOPMENT-*REASIZET--9.97-ACRES A PORT/ON OF LOT 1 PROPOSED GROSS OFUFDLFg.REA = 126,534 TOTAL kAPPLE\WOOD VILLAGE SHOPPING CENTER SUBDIVISION ·1 4\ pBuILDING-66vERAGE----- \! 11. . FILING NO. 2 . ________________L_-1152,928%.F.MEE___1_.3126,534S.F) \? rl:22.94 ACRES _OP-ENS-PAC-ELANDSCARNG1 \d- \.1 C. ad U ./0/98 PROPOSED PEDESTRIAN AMENITY ZONE-1-,----.'=173--f---IC]JIJ[JIZJP-]IL[-i---JllILE-LITt__«42 6 L 1-4·-1 1 i I h i.1 u l l i r 11· ·iT I. A 71==M-1---1 -1-1-'Lr«2"-117 .: I. I. -3 3. .3 1·ly' -2 -.= '- -4 -5-- -12 1 -I- --1 - ·-M ,....2: ...... . - - J j ....11 U4,/;...Um , 2 .. Elva LIVING LANDSCAPING HARDSCAPE(UNCOVERED PATIOS, INTERNAL SDWLKS HARD SURFACES (PARKING, DRIVES & OTHER HARD SURFACES PARKING 10% MIN OF GROSS LOT I 10 _AREA (13,437 S.F. MIN) | (4 55% MAX OF GROSS LOT 1 69 -ABEA(238,902 S.F. MAX) (2 55% MIN OF GROSS LOT 52 AREA (238,902 S.F. MIN) (2 92027 . =IM- 'W 13,458 S.F.)Sterling Design Associates, llc 6 5,443 S.F.)CIVIL ENGINEERS - LANDSCAPE ARCHITECTS ,% 38,932 S.E 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com RELbCATE It-EX: ACCESS . -R - . i ,! -2.- *FULL · 4 4 ,.·:l''t; MOVEMENT)3 7 9 NOT A PART - k\\\\\\\\N V/ - 14 38 4 __®42 / 1000 S.F.) PREPARED UNDER THE DIRECT SUPERVISION OF 14 STALLS JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 -26-SPACES--1 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC HC ACCESSIBLE 2% OF TOTAL REQUIRED BICYCLE 5% OF TOTAL REQUIRED - 0\\ J> 4%+A 2 1* 1 M -RE-DEVELOPMENT AREA "B" REQUIRED/ALLOWED PROPOSED i [TDEVELOPMENT-*REASIZE--6.94 ACRES (41,152 S.F. PRELIMINARY NOT FOR CONSTRUCTION 58 62 E ble 18 RELOCATE EX.\ACCESS (RI/RO) ... 4 Q liu 2 o j REDEVELOPMENT AREA"B UD 2. 1 1 ..0.94 ACRES (FUTURE·DEVELOPMENT) -U (D 762a %---·--u= 7-1 1 /='' i.i.·e2& \\ N. L_/ %. %1 N. ..--..0---.I EXISTING . ./-.,....-1. .. .*......."....... - .-*'. I--#I---.. SIGNALIZED i INTERSECTION -- - - ---- 68 h 1 ii 4 .Ii: 17 11 1 1-li 41 .. 1 1 i i.: 1 I·h 66 t e . .- 1 -a - LE 200.00 :-NOO° 53' 20.13"W ,---- P 4.-3 ;ji '\' \X-- .F-Ff--i.tr·LjT,# 1 1 25 1 EXISTING BUILDING 4 2 QDOBA/ 1 --==UL< MAL FIRM NOT A PART: IN 4 ; .. 11 1 ' . .t.. , 1 ; ; kd bi Il 1 1 1< i--i---4 4--2.1 iiI ; 43 1 1 1 910 ; 01.-1.-1-1-1-1--- ; 69 ; M ' i 00, . 1·);U }i I ZIIi=.r. -=i=. LL4L1= 2,-1 " E)(ISTING - - - EXISTING --r= #XISTING ------ - ---.----.---- -- -.-------- . DRIVE-- --- DRIVE -- -- -------- DRIVE (Rlf91=- -- - -= --YOUN-GFIELD=STREET EXISTING ..97'·47--·.1i AX iHOPS / f' f I LU k- - r I i 1\>1132«\ 2 1.·t 1 5 0 4.i# t--. i :1 1-s RM O NU.-:. 12 ir,i:'1t ; ·,U .Z .., ii .. --. ·4<9::....u-'-_uu.U-t-' :{ 11 ! f EXISTING :·71 22 NOT A PART j j /2 5 11 £3 -11 'E 11 ff 7t- 1 ; 01 !,•i, ··. ...lili':1 667.85'€2 -- =:.:_--- .. 1 N00K53' 20.13"W ==:-IL:-7- EXISTING .4 1-SHOPS 4 2____ ' ' NOTAPARTd L....-'-1 f 1 1 11 11 -.\. ·ij · I' -*5 ' - 2 1-12... Ri p, , . AR 11 1 1 1.....\./1 /-7.1 ZI-1-*.2.22.1 Lf - ; ..I l. ./..1' ' 1 1 1. 6 ?i.-N ,: 1. 1 1 I -h.<4 ; 1 :F \ /14 --lili , f . i 194 1 61 2 iF r ..1 1:-4 :11f /1 i ':5:.il -.- -- ,· I I £ i ' 11 ... 9.- a»--1 NOTA PART -=--1 i , it..I. .. 1 11 - --,:_._:·2-_zii...1-.u-1.,il- r i.it-------·Trf -11 1 4--7-rty- i -rr.- EXISTING SIGNALIZED N , INTERSECTION V - - -t (FULLMOVEMENT) - li - I-- - - h r.... - · 4--- / EXISTING > SHOPS «1-1 2 NOTA PART nt-1 ' 411 /0 NOO° 54' 38.49"W i -j.5-24.346 N I:./ i - t$ |'i · 1 ... il P \. -1 .01 1. '-··I - 1 Ililli j:1 El Ill 1 1 'i1 5- i. ]4-1 11 ,7- -1 EXISTING - PARKING EXISTING PARKING: 52 STALLS PROPOSED PARKING: 41 STALLS NOTES: 1) REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT #9 OUTLINE DEVELOPMENT PLAN. RECORDED WITH JEFFERSON COUNTY CLERKAND RECORDER UNDER RECEPTION NUMBER 2016070522. 2) REDEVELOPMENT AREA B IS INCLUDED IN THE SDO FOR THE PURPOSE OF SHOWING THE MODIFIED ACCESS DRIVE. FUTURE REDEVELOPMENT OF THIS AREA WILL BE REVIEWED THROUGH A SUBSEQUENT SPECIFIC DEVELOPMENT PLAN AMENDMENT. 3) CART CORRALS HAVE BEEN EXCLUDED FROM PARKING COUNT CALCULATIONS. STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS -- NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1ST SUBMITTAL NO.: 2 DATE: 01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Dn 45 41.i ' & 1: 4gi!32 *i 16 f.. fEll CA.f °0 %4.9 BASISOFB-EAEl_N_Gl__- GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND " BRASS TAG, STAMPED "LS24966" AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 1-70 INTERSTATE HIGHWAY LEGEND - - - - PROPERTY LINE ===---==--- PROJECT LIMITS / DEVELOPMENT AREA BOUNDARY - PROPOSED --·-- EXISTING TO REMAIN PARKING COUNT SCHEDULE NOTES PROJECT LIMITS / DEVELOPMENT AREA BOUNDARY DRIVE (RI/RO) R0 . C),17- ·£0'21, 3 -3.i-# %4 1 1 1,0y\..0 - u * CLIENT: REGENCY CENTERS0I8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 NORTH C 20 SCALE: 1"= 60'SHEET TITLE: OVERALL SITE PLAN SHEETNUMBER: 2 OF 13 30 60 1: .. m=T-,·4=r.7-·:r.:.=.7/.9:1.- 1-1 ] APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADOc \ 1 1 li lili I li I 4375 9 449/ L 1 \11 1 -----1-SOO° 45' 58.21"E 666.28' SOO° 52' 53.54"IE 688.58' |-----\ \\ hz=z·-t··gzasg - \\ 1 \ \\ EXISTING \\ \ V ACCESS TO \\ REMAIN 14 l E 40 W -19. Lg: [f- 10' UTILITY EASEMENT \-1486° 06' 3.44"W0.66' '-I ·r·--/7-\ 1/ 1/ 1 22 Hii> 1.-5' UTILITY EASEMENT 1 71 1 T L 21. THIS SHEET NORTH 42.A i¥ 1=a==I liu :r 00[ZIC _mIM=Pa--1-OQK==1 -4+491 \19\<1 E .- YOUNGDF]ELDISTREET -*i--i-Ill--i- $----*pill------- - 1 - FUTURE 12.0 FOOT XCEL ENERGY EASEMENT (WITH OVERHEAD LINE UNDERGROUNDING) LANDSCAPE (LS) 40· r % E\\1 21'lloill - LEGEND - - I -il-------- LS *Cf4'YK) 6.0' PROPERTY LINE EXIST. EASEMENT LINE PROPOSED EXISTING TO REMAIN EXIST. SIGN LANDSCAPE AREA PROP. RETAINING WALL EXISTING FIRE HYDRANT BASIS OF BEARINGS EXISTING VACANT WALMART PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EX. FF EL. = 5507.20 A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES tf 4 7 43 11 \ 50.0' UTILITY EASEMEN-BK. 1916£9-458 1 KEY MAP SCALE: 1 INCH = 200 FT EXISTING PETSMART NOT A PART Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PEELOMIONIARY NOT FOR CONSTRUCTION27"' 121 /Th GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"WALONG THE ' 1-= WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND i" BRASS TAG, STAMPED "LS24966" AT THE11 -SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/21' ALUMINUM CAP AT -- - -THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE 1 'st /STERLING DESIGN ASSOCIATES, LLC THERETO. -60 rm i28"-L_1& RELOCATE\ \49,i\\' t .re•thac.1/EX. ACCESS '/'.t.1 \00 MOVEMENT) (FULL \*, %\ 0-1 \ Lf1/ (22 7 8.0' ® NORTH 0 15 30 SCALE: 1"= 30' ./.---%...mr·rumns-==42*-7'27 . -, .M . -, '.1222.L' i ..,=xj:remtlxrmlixrim 11 011 0 *22; 7 '·' A' re" -91,----· - *-'-' ' ·, I- F- *0511 229%2t ··/- .00•In_\< 13> m.,9-4.am*=1.0."'s,"ga·/1 :immm·§%*;Ave,Ets.. c/) I /773/*3*Wag/l'$p%=*m?AB·@wn 58 1 -0%"ga=0,ia, ,2 64'*rl.2....I5DtTAt// a......6// -0 1 'S.:*i22 '0:rern=gwmn¢9¢ip,T:,M5 11 Iii 1 »- - 91 10 b 0 11 45 1 I lili 2*444=+2711/ PT-1.1-7 ?mfO-' f &.Z-*'ImWflti:.&'.%/li227It 3¥4'377 1 °·'0·01-UN.?aNE?am: 1 &1-»»==2.r. ((ME?DX24*ve-?9,d 1 - </)1 -MRO:r-5MUN(Al - 08 14 -11¤ 11/ 43 €33 0 N O.: 3 DATE: -BY C<EL 30.0' .1 0..4==mi,/4.-@me%)aa,192/I:-/%- -'J,W4·d;*m.:10?®AW.',.St,=. r?Vgul#,2*,1:741.23&2 15 - - 'I. · 8!%mWme1100.-883 1 ¤ >-40=meprM'®rm'era@C0¥!p =.EN:'INIP:Mer.4 =81=&94#*69*=En.'5934*'M E,38#A.Im..9=El/me-/29.-9-'ll.I LANDSCA LS IF 'O·0£1-NO.: 4 DATE: -BY F- L- PROPOSED 3(.0' CONSOLIDATED MUTUAL WATER EASEMENT i X. 111 ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL N O.: 2 DATE:01/22/2018 BY: JGS DESCRIPTION:2NDSUBMITTAL DESCRIPTION: - 4 DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - 43 LS 18.0' I ' TYP. 18.0' I 18.0' 27- 18.0' 1 2,24*4<M.ym€+Tall// I.I.I./.--5:'llfe....... J 1 -- DATE:SCALE: 314, E - -PROJECT MANAGER:PROJECT NO.: 12/01/2017 1" = 30' - 4 JGS c A'8.0'- 24.0'18.0' 3 18.0 22 TIYP. 24.0' 1 1824.0'-1-8. 8.0·18.04 DRAWN BY:DRAWING FILE:A--480-24.0'18.0' 1 18.0' 24.u 24.0' 18.0,-fl8.0,|8.01L1#.600< 24.0' 18.0' I 18.0' 24.0' , 18.0' I 18.0I , 24.0' »8141-18« 24]9' _|| ||| JGS V, SITE PLAN NOTES EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. EXISTING TRUCK LOADING DOCK TO REMAIN. EXISTING FIRE HYDRANT TO REMAIN NOT USED. PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. PROPOSED CONCRETE SIDEWALK (PRIVATE), WIDTH SHOWN HEREON. SEE SITE DETAILS PROPOSED 9.0' X 18.0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING. EXISTING PARKING TO REMAIN PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. PROPOSED ADA-ACCESSIBLE PARKING AREA AND ADA-ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY SEE SITE DETAILS. PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. MATCH LINE - SEE SHEET 4 SITE PLAN NOTES (CONTINUED) PROPOSED 6" CURB WITH 12" GUTTER. SEE SITE DETAILS. EXISTING CURB AND GUTTER TO REMAIN. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. UTILITY PLAN AND DETAILS. PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.0 FEET O.C. PROPOSED 6.0-FOOT WIDE DETACHED SIDEWALK WITH 6.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED 4" WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN PROPOSED PEDESTRIAN HANDRAIL. EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEE SITE DETAILS. SITEPLAN__NOTES (CONTINUEDL___ PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE STANDARDS. SEE SITE DETAILS. PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS. EXISTING SIDEWALK TO REMAIN. EXISTING SITE LIGHT TO BE REMOVED. PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). EXISTING PARKING STRIPING IN RTD BUS TRANSFER AREA TO BE RECONFIGURED. CONTRACTOR TO REMOVE EXISTING STRIPING AND INSTALL 9' X 18' PARKING STALLS WITH 4" YELLOW STRIPING. EXISTING SITE LIGHT TO REMAIN. EXISTING RTD BUS TRANSFER AREA TO REMAIN. PROPOSED FIRE HYDRANT. EXISTING BOLLARD TO REMAIN. SEE SITE_El=AN_NOTES (CONTINUEDl_____ EXISTING IRRIGATION MANHOLE TO REMAIN. PROPOSED STAIRS. SEE ARCHITECTURAL PLANS PROPOSED TRASH COMPACTOR LOCATION. SEE ARCHITECTURAL PLANS. PROPOSED DOORS AND LANDING. SEE ARCHITECTURAL PLANS. PROPOSED PEDESTRIAN LIGHTING. SEE PHOTOMETRIC PLAN. PROPOSED PLAZA BOLLARD. SEE SITE DETAILS. PROPOSED RAISED PLANTER. SEE SITE DETAILS. EXISTING SITE LIGHT BASE TO REMAIN. POLE & FIXTURE TO BE REMOVED AND REPLACED. SEE PHOTOMETRIC PLAN. PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO m ay,·t- /»,»- r•4./Ul ll;,51 0. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: SITE PLAN (EAST) SHEETNUMBER: 3 OF 13 1 r- ---- APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF ]EFFERSON, STATE OF COLORADO MATCH LINE - SEE SHEET 3 0 en 111 J. a 4-9 L 10:U'-PSCFEA*EME N T BK. 2309, M ®6 l 11 , ¥ - 11117 LIL -0 A A8.0' WALK-4 / 1 8.0' WALK --41[-Ull 50.0' UTILITY EASEMENT BK. 1916, PG 458 t=tu " - Lu 1 -7 11 Luy 24.0'24.0' 11.14 THIS Ell'- ,· ·J NO TH ..34L1 '01 18.0,-liE 18.01 18.0'24.0'18.0'18-.82-24.0' ] riET-iii-24.0'-18.8718.0'18.0'F-18.0'24.0'718,6'PIG- 24.0'Girl-iiI ZE;2 mIJZZI----*-riZlIZIEZz-----===7-r-Ilt===1--C===c===1-----1===tiz=tz -¥*UNGFIEEDIST:REET-nUE---2=2= g-2=;=*I=i*4----==$-=g=..1//I-l@/Ii--4*\\ \0010 14 0' 7 Oi LS 8 TYP. 9.0'111 JI E _24.918.0'18.0' 111 1 111 1 3 KEY MAP A PORTIQN OF LOT *SCALE: 1 INCH = 200 FT AFPLE\MOOD VILLAGE SH*PPING0 3 - - CENTER SUBDNIS -f k FIlll*3 NO. 2 22.94 AGRES-U---iTIE- 7 =====17.H \ 'a- 1 I n .-/TYP. =1111 Sterling Design Associates, llcrn <E>- CIVIL ENGINEERS - LANDSCAPE ARCHITECTS1-- 1 LANDSCAPE(-LS) N -2b.: _ _Littleton, CO 80120 -30.0'-| PROPOS¢D 30.0' CONSOLIDATED er WN --1 -till= « «2009 W. Littleton Blvd. #3007-1-303.794.4727 ph www.SterlingDesignAssociates.com 43 \<gh13 b 10 19 42 18. \ # dO-[S 10 LS m- LS 7 \\ \ 1 -Y-#...*RELOCAT- -2%%%% - 1 -Nlp EFEX. ACCESS _ (RIPRO) 1 \\ «-44 *18.1'-27.8'-18. ' 1 FUTURE 12.0 FOOT XCEL ENERGY€ASEMENT (WITH OVERHEAD LINE UNDERGROUNDING)-f·Ger \1 1 LS „ IT-- Navs PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC U \\*>b Uk NORTH 5 SCALE: 1 BASIS_OEBEARINGS -- 1 GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"WALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND i' BRASS TAG, STAMPED "LS24966" AT THE dOlS4,1- l l LS NEELS NOO° 53' 20.13"W 124 - i CO60 9co co et LS R-LS--,10,0,95125 22 R 200.00' 1 *»» EXISTING BUILDING QDOBA / MAT. FIRM NOT A PART -Jijjj/«Jik 11--f=/Lff «f 1 1 000.Vt'L 0 0 1 27 30 30 60 "= 30' X2%% IM== b >4 - \9 911-«5 - 3 l 9. 36 4 ·I U + 40 e , 50.22 lili./52* Y\\\\\\\\ 14 _Il l U PRELOMIONARY L.*.) 81 PSCO EASEMENT-0 -NOT FOR CONSTRUCTION BK. 2745, PG 737 1541 /5// STERLING DESIGN ASSOCIATES, LLC' 1 irl N ' - NO. 1 DATE: 12/01/2017 BY: JGS ISSUES & REVISIONS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE: 01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTALr t--lili NO.: 3 DATE: -BY: DESCRIPTION: N O.: 4 DATE: -BY: - DESCRIPTION: NO.: 5 DATE: -BY: - 1-- 1 [1-1-DESCRIPTION: \NO.:6 DATE: -BY: - 1 L.Je DESCRIPTION: - H SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. /5 4g r/2 tf_-14.rq 7 41' \ 12 0 »0 Al ' ' 9 1 0 44/%e Dll Ri 1 1&3 -40.0' SEWER EASEMENT I .-.IZBK._1832, PG 558 1- 2*-*.===„i. -I-----22=1 it -I- 1- --1 -2 -1-35. NOO° 53'dz==hzz 6243 - - \-r --l[ dOE- - Mil \ll ' SEWER EASEMEN BK 1877, PG 1 23 8' PSCo EASEMEN-14j BK 2745,-P-9137 _2 -1 =nir ri--| --4 --7'ES==-:r==4 -,-a: N0 20.13'WV -#p67.858 DATE:SCALE: 12/01/2017 1" = 30' PROJECT MANAGER:PROJECTNO.: JGS DRAWN BY:DRAWING FILE: JGS EXISTING SIGNALIZED INTERSECTION SITE_PLANNOTES_ _--SITE_BLAN_NOTES (CONTINUED)- EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL PROPOSED 6" CURB WITH 12" GUTTER. SEE SITE DETAILS.IMPROVEMENTS. EXISTING CURB AND GUTTER TO REMAIN. EXISTING TRUCK LOADING DOCKTO REMAIN. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE EXISTING FIRE HYDRANT TO REMAIN UTILITY PLAN AND DETAILS. NOT USED. PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED SITE LIGHT, SEE PHOTOMETRIC PLAN. PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.0 FEET O.C. PROPOSED CONCRETE SIDEWALK (PRIVATE), WIDTH SHOWN HEREON. SEE SITE DETAILS. PROPOSED 6.0-FOOT WIDE DETACHED SIDEWALK WITH 6.0 FOOT WIDE PROPOSED 9.0' X 18.0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING.LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN EXISTING PARKING TO REMAIN PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. PROPOSED 4" WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT PROPOSED ADA-ACCESSIBLE PARKING AREAAND ADA-ACCESSIBLE PARKING SIGNAGE RIDGE STANDARDS. ON STEEL POST. SEE SITE DETAILS. EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY. SEE SITE DETAILS. PROPOSED PEDESTRIAN HANDRAIL. PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND "STOP" PAVEMENT MARKINGS EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEEAND WHITE STOP BAR. SEE SITE DETAILS.SITE DETAILS. - - - A-1- FUTURE 12.0 FOOT XCE!- J EXISTING ENERGY EASEMENT DRIVE - -(WITH OVERHEAD LINE- --- (RI/RO)--YOUNGFI ELDSTREE UNDERGROUNDING) - SITE PLAN NOTES (CONTINUED) _ al PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. < EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE STANDARDS. SEE SITE DETAILS. € PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS.€ EXISTING SIDEWALK TO REMAIN.€ EXISTING SITE LIGHT TO BE REMOVED.€ PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). EXISTING PARKING STRIPING IN RTD BUS TRANSFER AREA TO BE RECONFIGURED. CONTRACTOR TO REMOVE EXISTING STRIPING AND INSTALL 9' X 18' PARKING STALLS WITH 4" YELLOW STRIPING. EXISTING SITE LIGHT TO REMAIN. SEE PHOTOMETRIC PLAN. EXISTING RTD BUS TRANSFER AREA TO REMAIN. PROPOSED FIRE HYDRANT. EXISTING BOLLARD TO REMAIN. EXISTING----------------EAI, i Iive --n-- DRIVE DRIVE (RI/RO)-- --Rl/RO)- - ===72==ZE==== I<--/------$---= =====.=i IE_PLAN NOTES (CONTINUED) - EXISTING IRRIGATION MANHOLE TO REMAIN. PROPOSED STAIRS. SEE ARCHITECTURAL PLANS PROPOSED TRASH COMPACTOR LOCATION. SEE ARCHITECTURAL PLANS. PROPOSED DOORS AND LANDING. SEE ARCHITECTURAL PLANS. PROPOSED PEDESTRIAN LIGHTING. SEE PHOTOMETRIC PLAN. PROPOSED PLAZA BOLLARD. SEE SITE DETAILS. PROPOSED RAISED PLANTER. SEE SITE DETAILS. LEGEND - - -Ill...I- -------li--- er" LS l l PROPERTY LINE EXIST. EASEMENT LINE PROPOSED EXISTING TO REMAIN EXIST. SIGN LANDSCAPE AREA PROP. RETAINING WALL EXISTING FIRE HYDRANT PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO $R€-1.:,tir·.. . 0 CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: SITE PLAN (WEST) SHEETNUMBER: 4 OF 13 3 ---Ii APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1'-6"1'-6" 4 ' 41/2"1'-1/2"41/2" 1 1'-1/2" 6 1.- - 1- 1 - WHITE REFLECTIVE PAINT 1.0' 4 6 HOOP RACK -Specifications_and Space Use _ . - . A h r-'L 1 - ; h r-FE ,=11 6" RADIUS Product Name RESERVED Dero Hoop Rack -PARKING As manufactured by Dero Bike Racks STOP SIGN UNIVERSAL Rl-1 b 1-3/4xl -3/4 STEEL/ POST PRIME AND j PAINT BLACK WITH4.Entf[ILE , ,.hIP POLYURETHANE b -111 &1-":1 ./'52.11: ACRYLIC EXTEND POST MIN. 3 FEET BELOW GRADE CONCRETE FOOTING \-PER STRUCTURAL ENG f TOW AWAW 1 1 VANlpCCESSIBLJ . b l 2.1 -11-11 - -1 b--1 I lei 1.-1 : CO ..U . - UNIVERSAL HANDICAPPED SIGN THIS SIGN TYPICAL AT EACH HANDICAPPED PARKING SPACE THIS SIGN AT -VAN SPACES ONLY 1-3/4xl -3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC EXTEND POST MIN. 3 FEET BELOW GRADE CONCRETE FOOTING PER STRUCTURAL ENG. 5"J 17FOOT 1'7FOOT 4 6" 6"2'-0"1 '- 1'-0" 1-1/2" R -1-1/2" R 12-1/2" Bikes Parked per Unit: 2 Materials: 1.5"schedule 40 pipe (1.9"OD) 35" Finishes An after fabrication hot di Pped galvanii:ed finish is standard. 250 TGIC powder coat colors and a stairless steel option are also available. Our powder coat finish assures a high level of adhesion 47/ and durability by following these steps: 1.Sandblast 2. Iron phospliate pretreatment 24" -,3. Epoxy primer electrostatically applied ,4. Final thick TGIC polyester powder coat /, 6" SP LL CURB F-- 8" SEE PLAN 0.5' ° TRANSVERSE SLOPE SHALL MATCH THAT OF ADJACENT PAVEMENTREFER TO PLAN - 0" - BLUE BACKGROUND 2 11 1 Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS L STOP SIGN HANDICAP SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES, AND AS SPECIFIED. ON-SITE TRAFFIC SIGNAGE DETAIL NOT TO SCALE CATCH CURB 0.5' . NOTES: 1. INSTALL RACK PARALLEL TO WALKWAY AS SHOWN - SPACED 30" FROM EDGE. 2. INSTALL WITH IG (IN-GROUND) MOUNT PER MANUFACTURER'S RECOMMENDATIONS. 3. BLACK COLOR, POWDERCOAT BIKE RACK DETAIL NOT TO SCALE 4" 23° 3" COMPACT SUB-GRADE IN ACCORDANCE WITH PAVING NOTE (TYP); SEE SITE PLAN _.JNo. 4 BARS AT 18" O.C.E.W. INTEGRAL CURB CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT -1 -81, O OF PARKING SPACE HANDICAP SYMBOL DETAIL NOT TO SCALE CURB & GUTTER (PRIVATE) PRELIMINARYNOT TO SCALE A- 4" STRIPING/\ PAINTED WHITE ' NOT FOR CONSTRUCTION 4"TYP 8" - SEE PAVING (6" AT TRASH)NOTE /|' /|' - 6" YELLOW TRAFFIC STRIPE . TTTTTTEr--r 4'-0" 2'-0"L -V /11 -ASPHALT PAVEMENT STERLING DESIGN ASSOCIATES, LLC r-4" DIA. CONCRETE FILLED STEEL TUBING / (6" DIA. AT TRASH ENCLOSURE) / PAINTED TO MATCH BUILDING TRIM - FINISHED GRADE 2? '-1 [? .2 /_ CONCRETE FOOTING/ PER STRUCTURAL ENG. - 1" E-3"r 4X4 2X4 Lulu- ASPHALT PAVEMENT --\Pt>%*9020#%>00/40/04\\ WW 6x6x4.4 OR #4 @ 18"-1 / O.C.E.W. REINFORCING / (LAP ALL JOINTS 6" MIN) COMPACT SUB-GRADE IN -- ACCORDANCE WITH PAVING NOTE (TYP); SEE SITE PLAN CONCRETE SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN PER PLAN - 1 r 2X4 RAIL FASTENED WITH SS NAILS TO POST 4X4 POST 6 111111111111 FRONT-TOP VIEW 8' MAX POST SPACING ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS /1 1 DESCRIPTION:1ST SUBMITTALLl X6 NO.: 2 DATE: 01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - ..... NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: BOLLARD DETAIL STRIPING REQUIREMENTS 4'CONCRETE VALLEY PAN DETAIL (PRIVATE) 1)<6 DOG EAR PICKETS LU 12/01/2017 1" = 20' NOT TO SCALE NOT TO SCALE NOT TO SCALE FASTENED WITH SS NAILS 0Z PROJECT MANAGER PROJECT NO. TO RAILS E- <JGS In 0 0- 0 0 r- TIE DOWN STAKE OR STAPLE F PRESSURE COMPENSATING INLINE / DRIP EMITTER IRRIGATION TUBING. BURY PER MANUFACTURER'S RECOMMENDATION rPOURED IN PLACE CONCRETE / PLANTERr- 3" DEPTH BARK 10" EASE NOSE WITH 1 /2" RADIUSMULCH 01 A - -EXPANSION JOINT WITH SEALER r PAVEMENT FINISH GRADE IO2X4 RAIL CENTERED I xo BETWEEN TOP AND <LU BOTTOM RAILS 6' 8 0 LL FEr STEEL ROD (ATTACHED TO CAP FROM FACTORY) EMBEDDED IN CONCRETE FILLED STEEL PIPE STEEL PIPE, EMBEDDED INTO CONCRETE FOOTER (PIPE FILLED WITH CONCRETE) 60" STANDARD PIPE LENGTH LupE--> DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO 9 1 / i FINISHED GRADE n - FINISHED GRADE 11 j b 0.6 ':11 14 141- ......11. ..,...' /\/ / p /1.i /3/ a/'34 MANUFACTURER: MODEL: SIZE COLOR: *r CONCRETE FOOTING ·'4 PER STRUCTURAL ENG. 1.... 61<, 2-46pli,£/04,76\4/4 IRONSMITH Aegean Pipe Bollard in Concrete w Cast Cap 6" Diameter Cardinal T241-BK59 Black texture semi gloss /19/6/2797 , AN-LPREPARED SUBGRADE PER 7/\/\/>,7/PAVING NOTES it --2122Xha»- \- REBAR REINFORCEMENT #4 BARS CONTINUOUS =- PLANTING SOIL MIXAS SPECIFIED. TO 36" BELOW FINISH GRADE PREFERED. CONCRETE FOR PLANTER SHALL BE IN ACCORDANCE WITH PAVING NOTE '07/9 I Id Z. I 2,1, (: 4 1 1 ..:--1_ 1 f.:b..'5 - r- CONCRETE FOOTING .-/ PER STRUCTURAL ENG. FRONT VIEW WOOD MATERIALS TO BE #1 WESTERN RED CEDAR PRE-PRIMED PRIOR TO JOB SITE DELIVERY. ALL FIELD CUTS SHOULD BE RE-SEALED WITH A PRIMER PRIOR TO THE BOARDS BEING INSTALLED. 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 -7..21 TEL: (303) 300-5300 SHEET TITLE: SITE DETAILS SHEETNUMBER: PLAZA BOLLARD DETAIL RAISED PLANTER DETAIL FENCE DETAILe0NOT TO SCALE NOT TO SCALE NOT TO SCALE 5 OF 13 t 1 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO . 5'-1 " 6'-1 " 8'-0" -. ADA SIGNAGE ON STEEL F(r,A//////SEEDETAIL, SHEET 9 rl 1, , | -, 11.5" 6'-1" »111 4-4-1 4---THRU ARROW TURN ARROW 11.5 . 1 \ I \ I 9.0' ACCESSIBLE SPACE 4 41 9.0' ACCESSIBLE SPACE 321-oIl-1- P / r-CENTER ON DRIVE(VARIES)TYP. --1( r-CENTER ON LANE 1 \ I \ 6 L 3'-0" 2'-0" 2'-0" 9.0' ACCESSIBLE SPACE ' 1- |0, '0, '0, O--1 9.0' ACCESSIBLE SPACE Sterling Design Associates, llc 2 \\\CIVIL ENGINEERS - LANDSCAPE ARCHITECTS1 i \ \ \ \ \ \ \ J 2009 W. Littleton Blvd. #300 9.0' ACCESS AISLE -3 AFF»ELLOw STANGx 1 9.0' ACCESS AISLE 303.794.4727 ph Littleton, CO 80120 Xr 2'-0;thl CENTER - - - -WHITE CROSSWALK BAR-www.SterlingDesignAssociates.com - 1 1 LENGTH VARIES • 1 WHITE STOP BAR , PREPARED UNDER THE DIRECT SUPERVISION OF9.0' ACCESSIBLE SPACE < 1 (- 9.0' ACCESSIBLE SPACE TO DRIVE CENTERLINE JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 1 I 6'-3" r 1 ADA PARKING SYMBOL //<1\ L- -L n SEE DETAIL, SHEET 92 <</PRELIMINARY(TYP.) 8'-0" \\ -/ NOT FOR CONSTRUCTION 9\/ 9 TYPICAL ADA PARKING DETAIL LANE STRIPING DETAILS STERLING DESIGN ASSOCIATES, LLC NOT TO. SCALE NOT TO SCALE ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE:01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - -' NO.: 4 DATE: -BY: - 6" i I SEE PLAN i DESCRIPTION: CONCRETE NO.: 5 DATE: -BY: - DESCRIPTION: NVld 339 - FLARED CONSTRUCTION (SEE PLANS) NO.: 6 DATE: -BY: DESCRIPTION: -V 1/2"WIDE x 1/2" DEEP GROOVES -SHALL BE SPACED AT 12 INCHES.1,:3.,ZEH//..ciiifilisTZ ...A CURBED . . . . . . . . . .... . .-I . . .1 DATE:SCALE:CONSTRUCTION 12/01/2017 1" = 20' \10\137 JGS PROJECT MANAGER:PROJECTNO.: til M, 2'R WIDTH g, AS NOTED ON PLANS . DRAWN BY:DRAWING FILE: U JGS W X // CROSS SLOPE 1/4" PER FOOT .\42/ 4*SEE PLANS FOR CURBED OR FLARED CONSTRUCTION 4t ASPHALT PAVEMENT CONCRETE SIDEWALK m I 4 · 1/8" .A. A 4' -- - 10 A 4 4 6. 4. 9 · 4- .4 4. I · I I · I . I. 26 ..4 A PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD 1/2" PREFORMED, FULL WHEAT RIDGE, COLORADO DEPTH, JOINT MATERIAL 7%rRAMP (TYP.) LU u #1'V,Or'. 1 . 7,/ 1 <L,..iF J1/8" R » 4 -i 6 - XL 4" THICK 3 1 CLIENT: SECTION A-A NOT TO SCALE NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 4. LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE CDOT 5. CLASS "A". 3. RAMP AND WINGS SHALL BE POURED 6. MONOLITHICALLY. MINIMUM WIDTH7OF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. NORMAL GUTTER FLOW LINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. A 1/2" EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. CONTRACTION OR WEAKENED PLANE JOINT EXPANSION JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 5 FEET. 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES, PCR'S AND EVERY 50 FEET. 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: SITE DETAILS SHEETNUMBER:CURB RAMP DETAIL (PRIVATE) © ON-SITE SIDEWALK DETAIL (PRIVATE)@ 6 OF 13NOT TO SCALE NOT TO SCALE 1 1 7\ t SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO On-Site Lighting& Survey, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 55313 b.0 b.0 b.0 b.0 b..0 b.0 b.0 b.0 0.0 b.0 30.0 b.0 .b.0 b.o. b.0 0.0 b.0 b.0 0.0 6.0 b.0 b.o b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 0.0 b.0 b.0 b.0 0.0 b.0 PH:763.684.1548 KEYNOTES FAX:763.682.9048 6.0 b.0 0.0 b.0 b.0 b.0 0.0 0.0 b.0 0.0 b.0 b.0 b.0 5.0 b.0 b.o b.0 b.0 b.0 b.0 0.0 b.o b.0 b.0 0.0 b.0 b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.o b.o b.o b.o b.o b.o b.o b.0+ EXISTING CONCRETE FOOTINGS FROM ABANDONED POLE LOCATIONS TO BE17=11ibto L b.0 b.0 REMOVED FROM SERVICE. TYPICAL (4) EXISTING LOCATIONS. .0 b.i 0.1 R1 0.1 0+ blo o.i b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.0 b.0 b.0 .b.0 0.0 b.0 b ).0 0.0 0.0 0.0 0.0 O -2- b.2 b. 1 0.0 0.0 0.1 b.2 0.6 0.7 0.6 . =4=p:LQ.2_0._L:0-,6== O ).5 b.2 b.O 0.2 0.0 0.0 0.1 2.· , 0.4 0.1 0.0 0.1 4. 0.8 0.1 0.0 0.1 2.6 1 1.4 0.2 .0 b.1 1.2 1.8 b.3 0.1 b.1 2.L .9 6.5 0.2 b.1 5 .8 b.7 0.2 0.1 1.5 \28 1.2 0.4 0.3 1.9 0.6 0.5 1.4 3\ 1.3 b.8 b.9 1.LL I 14(03 f3.4 1.1 1.3 2.0 3 O+ 0G m b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.2 b.3 b.6 b.6 0.3 b.i 0.0 b.0 0.0 b.0 0.0 i .3 b .4 b.7 b.5 b.2 b.4 0.7 0.5 b.8 Il 35 37 40 JG- 8 b.9 b.9 b.7 0..4 b.3 0.6 1eN P N f -42 A /1 1 /171 DENTED / DAMAGED POLE TO BE REPLACED. TYPICAL (1) EXISTING LOCATION. 5 59=.=31-:-0-11 IV -W M M M M M M IU VI I4 13 M 12 M'\4 0\. 3 RI e L.=30 i29 1 9 ='--0" b.0 0.0 .e 0.4 0.5 Imm M M ) 3.5 .@ 43 5.5 3.6 3.7 \\ 1. 1 LIGHT FIXTURE STRAIGHT-ROUND STEEL POLE 1 32 \Or I I 10' 11 lili12'APPLEWOOD VILLAGE 0 3400 YOUNGFIELD STREET WHEAT RIDGE. CO 80033 .3 1.1 1.8 3.0 2.5 1.9 1.7 .C b.6 0.7 17 02 9 r. I .7 V-4 -9 0 9 A '9 1 0 0 4 0 21-1 1 9 1 9 7 4 -4 9 4 n -4 -4 -t n X 6 U.O U.6 ,P.,1 1 M10 /O AE QCOQOAQ CONCRETE POLE BASE%.8 %.85.7 3.9 4.6 1.9 2'.2 -2.5 3.0 -4.3 -3.5 -3.5 1.7 -3.4 4.9 1.5 -1.7 2.5 b.0 4.75.5 -5.2 4.8 -3.5 43.1 1.0 6.3 3.8 -4.60Tf; 2.240. b.7 -I -21 »FINISHED GRADE 3.11 9.8 99. A 3.9( -2.6 0-2.0 -D. 9 -2.£7 .B &J[0 -LIB 6.8 kILO -2.IN -2.0 -1)17 -1.41---.8 }t.4 EUa,-1 -3(1123.8 ta=li=:%.7 -tll. 7 Lt. 7 &.01»16 1 E-71 [U] 1 Eli 111 11 / i IN b.4 1. 1.4 1.5 t.3 CU.9 L .*- 3. 1.Q ..2-5 1.1 5. 5. 0 8-4 '.0 4. 1-u 4 \\ 0. & A 7 2.6-273 2.5-5. 3-r 9 4ll 8 | j/€ & . 14\f\b. 7LP-21 . -8 .6 5I| 4 | 4 J 2.6« 1. A 12-2-1 I.1 I=Ydl LLI 6 1.5 - 2 81' .2 2.3__1-1.3 7.1___12-11-23 2.0 + 1 11 42 7 4.0 '. 3 .5 4. 1--15-7.2 3.9--43-5-.3 4..2 3.9 4.8 4..8 E1.9 .5 .1 .4 .5.5 ' 7| i 0 2 .6 l,} 81\ + POLE DETAIL PARKING LOT 8 3.% &.71 SCALE: NTS 178 -2. O-4...6 45.3-3 14 F#-, O 4. 738-5.2 3. 373-1-.9 -6 . af-T. 5 5.5--38| iD.7 2.8.5-6 .1 +SI-1.0 -t24-2191D &.02 -4.513 It.9-9.4 -4.0 blt.8 2.8 24--O -5.21)2.0 1.441 10.6 214.4.3 -6..1_7.2 -4 .9 2..0 5. 1--Ul-21.2 4.8-3-1,9-17 2-8 -21.3 1.-8 9-.-8--6.8 4 LB-2 LB-2G.7\ 1 1.\2 \4.0 LIGHT FIXTURE LIb 3.2-14-1-2 t.0-I?70 luis-*.3 4.2--31-6-3-.5 3.4--lte--4-.6 7.0--8-te--6-.5 6.0--41141 3»-3.1 3-9--470--5.0 678-lve-6.6 E 3 1 4 4 41 1 -1 + 11 + + 4.F 5.2-4 [11] 52 256 4-7.55.84JIT-*.64.8_4{1 4.84.5447 6.0 6.3 5.17 5.2 6.L--t}|0 *5-4.1 41 .5-5.54.7 .06.0 6.0 i.0 -6.1 1.2(345 2.61.1 1.2 C-,«8 STRAIGHT- SQUARE OR ROUND - STEEL POLE1-ilv \ 1.0 10+ 1.0 21\ \ RM 776 1 .1-- n 11 5.9_21... 1, 4.4-53=-4.. 975.8 , 38 C 9 -R L-2 .'5 b.r4 '. b .1 k. lu %42==1 Allll««lllilllll1l 1 30' ----.0 1.0 1 43 .3.8 -4.4 3.7 -77-1 .5 1. ' .FL--1.6 1.746-4-.2 4. 8-4 6 '.3.3 3.7 .5 3.9 -6.4 .8 4.3 -4 3-47-3 .7 2 3=1. »-1.2 #1 DATE INIT DESCRIPTION 23 - | 1 | 11.302017 GAC/ UPDATED4.8 164 8#d 6.2 4 J 7 4.5 1.1 1 JCM I SITE PLAN 0. A l48 h.3 b .O -4.3 -6.7 7.0 6.7 4.»'.7 -6. th 7--i. 9 -6. 2479.9 1.5 3 2 3.25.1-4-.84.6 -5.2-4.<f · 6 3.»Ja==== 1 % . 1-+LO-1.7 41.8 +2.5 1.9 - 0 I 2 I 01.19.2018 Z - CONCRETE POLE 005 ' BASE+ 43 + + fl 32 + + + B--ll. 0 115 D._-A_1__327 3.3 4.3 4.3 5. 9:1 4._.-022.1 2 9----4.0 V LB-2 .:.:A 1 1 - FINISHED GRADELB--2 215=Ll=:fl .4 2. Il. &r=i-42 12211 I 2.7 3.1 '.1 -4 .9 4.3 .3 4 7 3-9_1_.-6-_1.9 1 ,-1--td. -2.4 2 4.5 L.3- ' 4.4 2-:-9-40-4.6 1.-6-211 1. GAC/UPDATED PER JCM | PM REQUEST 2.4 b. 5r--1 -.4 -4 .2 4.0 -5.|6 -3.4 1 . 3 +22 -5--2.7 1.8 ha 7.2 7.7 1.7 --Li-j-1--..2--1..C3_-,1 *£-14·a_j6·4 ·7-- lilli ft*2.*1%.ll 5.6 @14 l. 7 --2.5 +114 ]7 ili,<i POLE DETAIL PARKING LOT 2-pl/IA-4 il i. 11 0 -5.@111116..1/A SCALE: NTS >8 r +1.14.9 4.3 5.2 1'.5 3.07© PS--A. 8 3.1.-t 3.2 0-9 0k %.7 4. 9 3.8 b. 61: 2 2.4 b.2 2.9- 2.8 1.6 .1 a bl. 9 13 11.0 0.9 .8 .6 0.6 p .3 0.3 .7 2 -0,5 1.7 *Lus 34 E-1 4- 3 1.7 1.4«1 41 I u \41 **THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. Z lili i / 11-, _ -L-ED0 2.02.3 «41.9 2.u»1 -4 |I{2 1.6 -11 L. \1.3 1.2 1 .2 -1- 3 1.3 1.5 1.5 1.7 1.7-1- 4 14 1.1 1-it-0.3 b.2 0.2 0.2 0.6 2.5 b.9 b.2 b.1 0.1I 11 LI I A 6 b. 7 b.&04-8-1- -9.9-5.9 b.9 0.9 0.3) +0]1T040-7 +0.8 1 liM 09 1 4 r u.1 PHOTOMETRIC OPPOSITE HANDHOLE LU +- PLAN-Q=LIZE FGROUND LUG INsIDE POLE , PROVIDE BUSHINGS I 70.-00-.O ON CONDUITS W /-- BASE PLaTE COVER I 1 / -1" FORMED CHAMFER / 1 LED PHOTOMETRIC PLANc 1 .-- SCALE: 1 - 60' Luminaire Schedule Symbol Qty Label Arranged TLL LLF Description 2 A-4 4 @ 90 DEGREES 115000 0.20 Exist NAP 1000W PSMH T5 VS Vert SG 37'-0 Mtg Ht E 7 C-4 4 @ 90 DEGREES 30000 0.20 Exist NAP 320W PSMH T3 Horz FG 17'-0 Mtg HtV - - 0.20 Exist NAP 320W PSMH T3 Horz FG 17'-6 Mtg Ht Exist NAP 400W MH T3 Horz FG 22'-6 Mtg Ht BACK-BACK N.A.0.90 New Fixt 420W LED T5ME VS Exist Pole Cut To 30'-0 Mtg Ht (4000K/50 LED's/48031 Lumens/50L/XXXXmA) Cree OSQ High Output OSQ-HO-A-xx-5ME-50[--40K-UX-BZ -2 BACK-BACK N.A.0.90 New Base, Pole & Fixt 420W LED T5ME VS 30'-0 Mtg Ht (4000K/50 LED's/48031 Lumens/50L/XXXXmA) Cree OSQ High Output OSQ-HO-A-xx-5ME-50L-40K-UX-BZ -2 BACK-BACK N.A.0.90 New Pole & Fixt 420W LED T5ME VS 30'-0 Mtg Ht (40001</50 LED's/48031 Lumens/50L/XXXXmA) Cree OSQ High Output OSQ-HO-A-xx-5ME-50L-40K-UX-BZ SINGLE N.A.0.90 New Wall Pack 42W LED T3 FG 12'-0 Mtg Ht Wall Mt (4000K/4 LED's/3819 Lumens/IPD C/358mA) Cree XSPWWall Mount XSPWAx3FC-U SINGLE N.A.0.90 New Wall Pack 25W LED T2 FG 12'-0 Mtg Ht Wall Mt (4000K/4 LED's/2529 Lumens/IPD G/205mA) Cree XSPWWall Mount XSPWAx2FG-U SINGLE N.A.0.90 New Wall Pack 25W LED T2 FG 11'-0 Mtg Ht Wall Mt (4000KM LED's/2529 Lumens/IPD G/205mA) Cree XSPW Wall Mount XSPWAx2FG-U SINGLE N.A.0.90 New Base, Pole & Fixt 46W LED T5W 12'-0 Mtg Ht Post Top (4000K/42 LED's/3384 Lumens/350mA) Visionaire New Orleans Il-HT N2F-HTL1 CA-T5W-42LC-3-4K SINGLE N.A.0,90 New NAP Muni Fixt 50W LED T3 HS 12'-0 Mtg Ht (3000K/34 LED's/4448 Lumens/530mA) Mountain States Pedestrian PRESTIGE-CY11 T4X-VS3AR-3MHS-50\N-3K dll D-1 SINGLE 30000 412 E-1 SINGLE 32000 0.18 4 L-2 9 LB 1 LP· 12 M 2 N 1 P 6 QB 11 RM BUG Rating B5-U3-G5 Calculation Summary B3-UO-G3 Label Avg Max Min B3-UO-G3 East Property Line B4-UO-G4 Property + 40 Ft B5-U0-G5 Back Of Building - Redev B5-U0-G5 Drive Entry & Exit - Bottom Left B5-UO-G5 Drive Entry & Exit - Bottom Rt Bl-UO-Gl Drive Entry & Exit - Lower Left Bl-UO-Gl Drive Entry & Exit - Upper Left Bl-UO-Gl Main Drive - Redev B2-Ul-Gl Main Parking - Redev Bl-U3-G2 NAP Parking - Transfer Center -r--li-Emmimmm?. 111111'11 J i x lit{\LE_2 1 .)34& 111- 1- CONDUITS (PVC) SCH 40 WITH bCOPPER CLAD LONG SWEEP ELBOWS UlGROUND ROD RC900208 DIMENSION SCHEDULE a - **X=TBD Y=2'-0" Z=2'-0" Avg/Min Max/Min # Pts W 10.31.2016 U)LIGHT POLE BASE DETAIL TYP. - IIISCALE: NTS & Z 3C) 1 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD G, CREWS CONDITIONS. . THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF Al\Y aMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE. 4 J.MACKEY0 TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. FOR ADDITIONAL LIGHTING INFORMATION CONTACT: On-Site Lighting & Survey. LLC PH: 763.684.1548 1 1 13" CLEAR Z 0,00 0.0 0.0 N.A.N.A.41 278 11.6 0.0 N.A.N.A.1264 0,75 5.8 0.0 N.A.N.A.96 3,99 6.5 0.8 4.99 8.13 8 1 04 2.5 0.4 2.60 6.25 14 1.96 2.5 1.4 1.40 1.79 5 1,73 2.3 1.4 1.24 1.64 3 3.65 5.8 1.5 2.43 3.87 30 4.52 11.6 1.3 3.48 8.92 512 3.59 7.1 1.2 2.99 5.92 88 7 OF 13 2 SL 3.0 :# A3& /00 111 1 V 111 ..-1 . f 8 C? \ THIS SHEET APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT :1 "i / -9 1/' F 1 SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 'A AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO 1 HARDWOOD MULCH IN 1 191-31\ti BEHIND LENGTH OF 1 -- -- --- -- -- - -FENCE-TOPROPERTY :1| r-BOUNDARY S00° 45' 58.21"E 666.28' 1 _S00°r52153.5416 -688.58'0 1 t ,IM.-,v-4 TIn dipIGHT -/ ' -=--- -- -- - 3-------. ----------- ---------.-------======1 \\ 6 \; \ \TRIANGLE · ·----21*63?--1!,/>-622&9 -/11' <:L·J*26.---251*1___E:·U.=a_ &011--.1ioti1-_Wlt ,;-JJ,i_.166?22:_2. s ,•a' ._,£©;Il==f 2'-iit 9-- - - /"J)?4 --- L 10' UTILITY EASEMENT i k r 0 © *Rk<Ab**EE j it-[ 1' 4il I *MPr-r™.el;e---- / r_.- 086124 5.···rts,. =-TY5NUTIL:ITYiEASEMENTIMI. m 1 =14\7L-86° 06 3.44EW | ,, 4.- 9 i· i EX. PINE TREE -\91- - 4 U U·-·Efl3TO REMAIN ----- -7-L- LL.r 1-1.!9421=.-·-36' HT., DBL TRUNK 10" & 12" CAL. -fill/\\\ ¢i r-7 -204 k \4 N -4-ji"-------•--c•;P11---•-elll;)03 ' Li : :2/1 ' Elf j I i:7': L 1 1 0 : ./O,9--4.2 ikWl 3,4 1 SIGHT -ji\; Arfr3 | 11 L -3 , -1 1 17 U«77Tlit D j >21 ?t?A 2 \ m u 1 111 »RIANGLE -.\9391%*3121---r-_1_*__i__1__Xjful --:_-1--------------1_tt-Ffin-x--00*ift 1--1&--- - NORTH / 1.11. W.; /4/VVI Illlin ' prfL 11'1 4 I - JYGO N GFEED-BIREETNJU,ii.... TO BE REMOVED KEY MAP22' HT., 13" CAL. - f GOOD CONDITION -SCALE: 1 INCH = 200 FT y- EX. ASH TREE' f-Ck: TO BE REMOVED 4/40' HT., 9" CAL. ,.A PORTION OF LbT i APPLEWOOD V/LLAGE SHOPP/NG CENTER SUBDIVISION EXISTING+ GOOD CONDITION ....+ FILING NO. 2 PETSMART3-EX. HONEYLOCUST TREE * .4, / 'TO BE REMOVED 4, 9 9 +22.94 ACRES NOT A PART****4,1-11 4>*ft 22' HT.,11" CAL. . * * *+ +1 1 Sterling Design Associates, llcGOOD CONDITION.****1 + 9 + + + + + + 9 + 0-EX. HONEYLOCUST TREE + + 1 8 CIVIL ENGINEERS - LANDSCAPE ARCHITECTS TO BE REMOVED + + + *N 22' HT., 10" CAL.+9*- 1 1 i4, 2009 W. Littleton Blvd. #300GQOD-CONDITION + * + + + + -EXISTING VACANT WALMART 1 Littleton, CO 80120 (TENANTS TO BE DETERMINED) - 303.794.4727 ph PROPOSED MULTI-TENANT COMMERCIAL www.SterlingDesignAssociates.com RETAIL 50.0' UTILITY EASEMENT -1-FUTURE 12 XCEL + +41, + BK. 1916, PG 458 r-1 PREPARED UNDER THE DIRECT SUPERVISION OF + ENENGY.EAdENIt'1-1-* * + {WITH OVERHEAD LINE * EX. FF EL. = 5507.20 u WAYNE T. STERLING COLORADO REGISTRATION NO. 144 + UNDERGROUNDING + 4 + FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 96 947"B, Py 'vEX. HONEYLOCUST TREE- 3192'EJ?22. I I PRELIMINARY GOOD CONDITION 7% 1,1 1 j. -EX. PINE TREE NOT FOR CONSTRUCTIONEX. HONEYLOCUST TREE-r'% £pTO BE REMOVED TO BE REMOVED + | 1 1-lux-1111_1_22' HT., 10" CAL. 10' HT., TRPL TRNK 5"/5"/5" CAL. GOOD CONDITION +GOOD CONDITION + + + 9* *EX. ASH TREE EX. HONEYLOCUST TREE +*TO BE REMOVED I .1 TO BE REMOVED 22' HT., 8" CAL. t-|SURFACE MOUNT BENCH (TYP. OF 4)STERLING DESIGN ASSOCIATES, LLCi -SS - SS-SEE SHEET L103 FOR SPECIFICATION22' HT., 12" CAL,GOOD CONDITION | 9 -1 FAIR CONDITION -____---.---:---F--------ixix\\\ xiii\\\\\\INX\=\11________-=ISSUES & REVISIONS-T--F---PT-'ll-il'11 -21 \\\ \\ + + +1 7,1-1-L-till O- 1 NO.: 1 DATE: 12/01/2017 BY: JGS.: 49. / i 1 1-* . - 0 11 0 f' 0 i vl C5 03 ®C GOOD CONDITIO EX. HONEYLOCUST .r: 1 i k \\C*,5.9,17 \ th,\ TREE * 4 kf it\ \ i \\ 4/ E\. \ tijf\. & 4; 4 4/ 4, + SURFACEKMOUN-'r -IrRASI1 RECEPTALf.fre:_*3)1 _I___I-____1_t_I JU--lj£14,- 72EX. OVERHEAD WIRES j 1 3 1 Lt--TO BE BURIED ALONG 11 1 [-»SEEISHETL-103-OR-SPECIFIC-ATI-ON -[ t -1- {--- =1-/ 11171 1-L--L-1--1-triRIGHT-OF-WAY 99999129•==========================2 . w___· ,A,/ • 11 --].1 1. .1 11 11 11 F44 1 \ SIG .. -1 1 -11 1 11 1 1 1 1 11 11 .1114 TrfIANGLE 746\1 EX. HOMEYLOCUSTREE- 8':/ss ----- 8" SS ---42i..#;3EiZEK&;ila=4 -12Lg, EX. ASH TREE L___-4 1ur-, 1 0 1 1 EX. HONEYLOCUST TREE MMmr-*eff*41*mlge-fA?Mntwm·?r09;gayogkgemj*2. ic'a TO BE REMOVED 7-» , f" 22'HT., 4" CAL.TO BE REMOVED 1 1 . 1 5/ 26' HT., 12" CAL.23 0 -FAIR CONDITION, N 0 *w=v=maa==mi=,0-aze..,*y.y<yye.**+EMMEW=,D,?03,20 21" -=y&&-Y=remm,xA · <· --.·ow ·-=r•r-;t¤%2rezEm 2 =GOOD CONDITIONt , GOOD CONDITION limg=002fIZZEUST*¥?*U7TW,1'FS?Z'SeteMP,W2*2:R;%S;·APea*1V,%9*59 7 P'· ·3 '7 1-.I. .··.;'· -P%0Ek€?Sm bo =IJI.J:fi 3I3I* -386*74 1Ti: 1 \,-- -<..2*«Ma'ME,amRru*2tgies9TtgEm=Fire,=a -*'4„. ...it; 1 ---=-/-6 -: 1 I.7. % /1 01 - - 3/<1r,/ \\41 1-AA -'1**-Ill .2. U , ....t........0. 36.... J 0=-GO .DE- 31; I -GE: r, E , 'Pl l .-.I /0 0 11 yE ,•V ·-15 rv - -Er< 7 11\11't r-,11 -41&HTE-ES-L-14 -..1»11+ S. 2 1&/€*£=+ L.*U-·4-4 4+,7, i \eel*9212.12:9'--.1 \SIGHT , -.... C (e" 95••4,<1734.1 7 -,--9. il,24% i-\L/=__LA i.- __hJ --- - F1 L4An,ANu0211//3,6-3 JUV 1 19&. -*---07 / .\11 ¥TRIANGLE L'/AMM .4 3 ,\03 i >T g ,-· liA--91----- 1 4.. @- r 9-1 -egl 4-./il - 11 \ 1 ./.dr 00 ©EX. ASH TREE ,1.,--0 1%\22/ . -- .--EX. ASH TREE =9=r jile: i jo /<1 TO BE REMOVED.. i \ ' 1" " m» -.««9-=321_____1 .4 1 _140A 1 1 0 I· C [/2 4 TO BE REMOVED .1 1/ 0 t....2. 046 40.---4-- 28' H T -3.2 91'--:· 'V<:9 TO BE REMOVED · 8"CAL.\\ ;.*L I N.V __...____i-- -# -1 0 1 40' HT., 10" CAL.0 - 4 »>.6 \4 -EX. ASH TREE , ,&10 -DA.TO BEREMOVED-1-- = i B 4 L_111 .11 r-1 3.-1 1 7 EX. ASH TREE GOOD CONDITION -4 \\1GOOD CONDITION 16' HT., 8"CAL.E 14491 E: 7 1 : : . + . c: 1 Ipl k f),1' 3- 4 =1----*-#1 - <- *3-- ---f6, HTTS„ CAL,3--31-1--- im \11 b OISM#)640 ' Wi FAIR CONDITION-v ' -1,°- 111 L-J A \11 L.-9 1- 51 .... py"A40..'-- ki -*--1--: 0 44 1 --11---&-:-14- -„„--1 1--1.-1-M '-h•-4-- -/w•-'•'1;--'Ma>•' *;POORCONDITION-4-C€ --1 -1 - i.- , -9/1.i..O./ k. f Hi,\a ;rl 1 ID+Jet, 413/8 *m 42 -- Q) 1 -/ I1-9-1- 1 fill-U 'LY . -fl< 0 ,%*EX. HONEYLOCUSITREEEl--1 0 et *\13.91...< j ..1 t er i ' -a 7 20' HETTLCA+--.........0--1-,-4-4---- TO BE REMOVED --- -DEVE LOPMENT-AREAI "A"--------.t··· 47·,° £ i - 2- EX. ASH TREE %74/ » - - 3 ------3 --3 - 1 - Mbilt<- ' I - .%*#--I'- I-TO BE REMOVED '- -FAIR CONDITION 1-Lf' ,€.-r 1 1 1 74/ - FAIR CONDITION I 2, I -90\6:9 .02\.c ----T I\ Mkil 3498--·/4> 1---1---- £ *MATCH LINE - SEE SHEET 9 1 \ '4 1 141 1 ---MATCH LINE - SEE SHEET 9. CD 1 W MHHHWHHHWHHHWEEW41\ \\ \i - _1- - 1 PLANT LIST - ON SITE 0 $. QTY.COMMON/BOTANICAL NAME PLANTING SIZE REMARKS QTY.COMMON/BOTANICAL NAME PLANTING SIZE REMARKS QTY. COMMON/BOTANICAL NAME PLANTING SIZE REMARKS EX. ASH TREE IO-BE-REMOVED 26' HT., 8" CAL. GOOD COND]JID mEN12®¢25WmgNEgm3eN-I'?gme'll/3-2,5€ema =-Mi-ile2;21M%m-='¤1%1 &..3292..n;;232*lumefam&*m36=rs.Tingoa ......92-I......trit,1.NEal.illm? ·ob.ra=al?//e·v·fl =¥,MPE;2-/I......2®ZMMaglTa*3849!matgueN¢f* 44M2'....2*@M?ME?Mee=!:em,ae=%8*00mS,@192!me-I'll EX. HONEYLOCUST TREE -TO BE-REMOVE€U 25' HT., 10" CAL. r-GOOD CONDITIONQ TO·BEREMOVED 26' 17IT., 9" CAL. GOOD CONDITION EX:+IONEYCOCUST-TREE- TO BE REMOVED 20' HT., DBL TRNK 4" & 5" CAL M:4·23'-<r'rg%CEN*Nds332320*,121.·.?em.012,2 *06* /5....EFBEEENWEETE/.*...E K*70;18*EMFMia*©RMCE*I#-#rGPr23tMm?3 11 0 /oe DESCRIPTION:1STSUBMITTAL -- NO.: 2 DATE: 01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO SHADE TREES .--4 WESTERN HACKBERRY Celtis occidentalis -10 SKYLINE HONEYLOCUST Gleditsia triacanthos v. inermis Skyline - 9 JAPANESE PAGODA TREE Styphnolobium japonicum - 9 GREENSPIRE LINDEN Tilia cordata 'Greenspire' 9 PATRIOT ELM Ulmus 'Patriot' ORNAMENTALTREES SASKATOON SERVICEBERRY Amelanchieralnifolia EVERGREEN TREES - 5 AUSTRIAN PINE Pinus nigra DECIDUOUSSHRUBS O 33 BLUE MIST SPIREA Caryopteris x clandonensis 'Blue Mist' 0 16 RABBITBRUSH Chrysothamnus nauseosus O 26 RUSSIAN SAGE Perovskia atriplicifolia 0 17 MCKAY'S WHITE POTENTILLA Potentilla fruticosa 'McKay's White' O 104 DWARF FRAGRANT SUMAC Rhus aromatica 'Gro-low' 09 19 THREE-LEAF SUMAC Rhus trilobata O 31 KNOCKOUT ROSE Rosa 'Radrazz' O 91 ANTHONY WATERER SPIREA Spirea japonica 'Anthony Waterer' EVERGREEN SHRUBS 145 GREEN CARPET JUNIPER Juniperus communis 'Green Carpet' 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, 3-5 TRUNKS B&B SPEC. QUALITY 6' HT.FULL CROWN, STAKED B&B SPEC. QUALITY 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULLFORM 5 GAL.SPACING PER PLAN FULLFORM 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULL FORM 5 GAL.SPACING PER PLAN FULL FORM PERENNIALS 0 35 MOONSHINE YARROW 1 GAL. Achillea 'Moonshine' ORNAMENTAL GRASSES * 102 KARL FOERSTER FEATHER REED GRASS 1 GAL. Calamagrostis acutiflora 'Karl Foerster' • 88 BLUE AVENA GRASS 1 GAL. Helictotrichon sempervirens SEE SHEET L102 FOR PROPOSED LANDSCAPE MATERIAL WITHIN RIGHT-OF-WAY NOTE: 1. ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. SPACING PER PLAN FULLFORM SPACING PER PLAN FULLFORM SPACING PER PLAN FULLFORM 0 0-6 NORTH 15 30 60 LEGEND .SCALE: 1"= 30' PROPOSED 8 GRANITE BOULDERS, APPROX. 30"L x 24"Wx 18"H (4 IN R.O.W. + 4 ON SITE) FEREFI PROPOSED 10,337 S.F. RIVER ROCK MULCH COVERto- O 1.0-0/01>c>%030902% (288 SF R.O.W. + 10,049 SF ON SITE) PROPOSED 8,423 S.F. COBBLE MULCH COVER FEETI PROPOSED 7,314 S.F. RTF FESCUE SOD 6*€4:. (2,455 SF R.O.W. + 4,859 SF ON SITE) 1*4, 1. + + PROPOSED 17,215 S.F. NATIVE SEED L PROPOSED 3,848 S.F. SHREDDED HARDWOOD MULCH COVER NOTE: ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. D*orran: f. 71 1,0 19 %./ A A.J V4C™914 -,c:.:-c' CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: LANDSCAPE PLAN (EAST) SHEETNUMBER: 8 OF 13 L101 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M CITY OF WHEAT RIDGE.-COUNIFY OF JEFFERSON. STATE OF COLORADO .r /1/ty LL! i1 tb.(.1. m 47== EX, ASH TREE =»*-i r¥ - -TOBE REMOVED -40 35' HT., 10" CAL. --4------EX. HONEYLOCUST TREE TO BE REMOVED \000 - -GOOD CONDITION _Ld10.0'-PSCO EASEMENT {22' HT., 9" CAL. \BK. 2309, PG 906 FAIR CONDITION Z m i a u 046/EX. HONEYLOCUST TREE TO BE REMOVED ----EX. PINE TREE 8.0' WALK TO BE REMOVED22' HT., 13" CAL.8.0' 8,0-20' HT., 10" CAL.LU GOOD CONDITION i t.2 - FAIR CONDITION EX. HONEYLOCUST TREE ' TO BE REMOVED \\EX. PINE TREE -0--- 22' HT., 12" CAL. 4 TO BE REMOVED /20 1C GOOD CONDITION \4j 40' HT., 18" CAL. C 10T-GOOD CONDITION EX. HONEYLOCUST TREE f - --EX. PINE TREE --- TO BE REMOVED TO BE REMOVED, 22' AT., 12" CAL.+ t i i + t- PORTIQN OF LOT _ _ 22' HT., 8" CAL.GOOD CONDITION PL OOD VILLAGE SHOPPING 8,0' GOOD CONDITION »f,L EX. PINE TREE ---1--U \ \ 4 4 - . . CENTER SpBDIVISION--_--_-__._--4 EX. PINE TREE + ,/ TO BE REMOVED, 40' HT., 1 3---_3, FILING NO. 2 GOOD CONDITION 4-/-TO BE REMOVED C E 22.91 ACRES-f------ 30' HT., 12" CAL. .GOOD CONDITION FX HONFYI OC[]ST TREE E--37Ta=EI-123-II- art«1 .-0- ,11 f. 1:: I. MATCH LINE - SEE SHEET 8 -------1.----F-4---47- MATCH LINE -SEE SHEET 8 ¢.5 f f W i r / 9 N\· -9 THIS SHEET :.: 77 44.1 t - ---1- -4 4 _-1- r, i ,--ec/-447 50.0' UTILITY EASEMENT BK. 1916, PG 458 i 1 1 1 1 / 1 W i Y /N, d% 0 r hfh. 23 4-9-m-zLIQUNPREIDISIBEET.---;4:--- -9---KEY MAP SCALE: 1 INCH = 200 FT - Sf TO BE REMOVED 30' HT., 14"CAL. _-(li)>44- - -(l 4 --GOOD CONDITION _,-2111 MT 111 -,-1 -_-_ ! 1 ·-··-,·-·----1 3 *pt \ k /»M 1.-1- 1 1 1 F· A \ E - -4 n 1, 1 .......1.-1....1-9 ,-1..- CD 1t. 944 ) 1 -I9 \\ 1 Et /9 1 11EX. CRABAPPLE TREE- + TO BE REMOVED 5 2210' HT., 7" CAL. -¥07 1 (900\P, \ :----P- -4--4GOOD CONDITION ' EX. CRABAPPLE TRL- -1 --1--.-1 TO BE REMOVED 7-/ , ,-/ 24' HT., 12" CAL. GOOD CONDITION nommm= 5/'m Be ./LE"11"/.I_ 24 .U \ 4 ----- -t \ SIGHTpe, i RANG|E ,201S .-' 43 I e CC F 'm/,1//p <D -E W 11 /4/ 4 U V \ % 4 EX. CRAa 1 1 4 1 TO BE G9 23 C 7 -- f V.\ s 1 -*APORT/ON OF LT 1 Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 1 11 1, £ 1 2009 W. Littleton Blvd. #300 1 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com &-Ui N PREPARED UNDER THE DIRECT SUPERVISION OFL-- --Il COLORADO REGISTRATION NO. 144WAYNE T. STERLING FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 11: 1 1 1\; . 3 3 rk . , ' ,- CD fl i PyPSCo EASEMENT *17 6_-_-1.-ELZZEZZZEIEL-1EMOVED,\Ar<,Tub<3+M/,»9 \mthal,2 1 / Bl<. 2745,+4937 IUOF GOOD CONDITION APPLEWOOD VILLAGESHOPPING CENTER_SUBDIVISION__ 5 b FILING Nb. 2 F--...|4,EMAI'DEX. CRABAPPLE TRE --22.94 ACRES 1 - -0 \ £ \%7322.3 NOO° 53' 20.13"W 200.00' 1 ---9-909-1-5-13 IMI TO REMAIN - - -Of 1 --- ----t--=12VfA*--- \ <21-14' HT., 12" CAL. - GOOD CONDITION A «\ 1 :C Ilhlt -*,CALY 99419 39 /40 . .. .1 800 - 1 STERLING DESIGN ASSOCIATES, LLC 0 9 REDEVELOP-MENT AREA--u-Bll\\\\400 .9\\ 3 -/.....ISSUES & REVISIONS4. NO.: 1 DATE: 12/01/2017 BY: JGS 0.94-ACRES DESCRIPTION:1STSUBMITTAL U NO.: 2 DATE:01/22/2018 BY: JGS EXISTING BUILDING & 1 ., >f.-MAT. FIRM 1 1 Ii-ITURE )PMENT)14 ««,. 0> 1 QDOBA / - NOT A PART 11- - - DESCRIPTION:2ND SUBMITTAL 3 :. - -1/1 -Atof..1 NO.: 3 DATE: -BY: - . .47 11\ I DESCRIPTION: - \9 4/ f EX. CRABAPPLETREE EX. CRABAPPLE TREE \ ', 2 1-1 31\DESCRIPTION: -EX. OVERHEAD WIRES 404 4,* .,I. TO AEMAIAU TO REMAIN -«11 1 -TO BE BURIED ALONG i *4 -N.··12"HT.t..10".CAL.+ 24*11' HT., 12" CAL. AN , j j I .Iii NO.: 5 DATE: -BY: - IT-OF-WAY ,GOOD CONDITION n . 4 GOOD CONDITION<1 \ 09 9 I. DESCRIPTION: -U.11 1 t=JE - , EX. CRABAPPLEATREE EX. CRABAPPLE TREE \, )/7 .9- I ....41% . I P\ \ \\\\ \ 4 \ N v gli-: ,ST NO.: 6 DATE:-BY: - 4,· « TO REMAIN : .1TO REMAIN \x\>1>|11- 6'·12#HT., 10" ·CAL..7 15' HT., 12" CAL. DESCRIPTION: - ' .. t . .. . 9,12 \9(Iii 1 1_./ 112 44--'GOOD CONDITION -1 9 F GOOD CONDITION N SCALE: 0 1 \J¢i5' SEWER EASEMENT« f * 00 ... 2224: .EX. CRABAPPLE TREE < 2 " 44*n Bl< 1877, PG ih7 \4 - -qi4 0 ' 1 11 1411'SCo EASEMEN-1§1 X DATE:TO REMAIN I C - 12' HT., 12" CAL. m h 12/01/2017 1" = 20'Bl¢2745 -PG 737EX. SOD-·2 ==9+S:2=*E=F GOOD CONDITION e 534 :4 /_ i __EX. ASH TREE , -Ulp-1 _-2 - ..1 4 TO REMAIN PROJECT MANAGER:PROJECT NO.: t L--]tul==141=Ea=Ndo'-53'120.1+W »62// TO REMAIN ,1-4-0-43f*1-4=a_JU -JUI 1 JGS-1 \. --7 1 .1'-4-;/mo -,0-20' HT., 8" CAL.-em.4>.=*Te--7 .-*I--I.IlI.I -11®*CA/11*L.C=-I-#-4,*4430*w=:·%54-f2f,90$-==tur>Li---(w)&JF---- \ -i »4 L<.1-k.,-6 qQ.9-53*di3*15/0--EJ--6-:527313-1€J *Eitifzzz-,1-11--,0.-.-tiEE#EfJ_J,M.)013£ -2;..iftl£9 -CE..t.K :r- -4J GOOD CONDITION .......=I-- -'.!1 1 DRAWN BY:DRAWING FILE: Ae \1. 1 - 7<===(=,*-*= .- i*- -<14/,LA 1 6 JGS <D tr: lij rn lo lf) 9 CO AvT'I 1 1 IL 1 1 0729 1%99*407741 lit b 1i\7100,lilli 9 9 t [*E_LC Ri U 11 il ji i.lEt NO.: 4 DATE: -BY ff 7 - (LU)E RIGH el 'L 9 4 1 -1 E 4 0 11 0,9 1 4 A.._ (Ul).,#A--7- (l@M fj Fip. :Irf Py 1 y PLANT LIST - RIGHT-OF-WAY E EX. ASH TREE')Nk y.+ fLE»-=k#=L-U+L==z=«dl=====AU==6=A-LLU».==«*AU====4111jhlCEM=Mi_... 2.r.Ii*IU t****=EXTSTING*@WSIGHT J EXISTING SIGHTTO REMAIN EX. OVERHEAD WIRES J |10.0' SEWER EASEMENT DRIVE DRIVE DRIVETRIANGLETRIANGLE20' HT., 8" CAL.TO BE BURIED ALONG BK. 1832, PG 558 - GOOD CONDITION -RIGHT-OF-WAY-- -- - - -(RI/RO)- -- --YOUNGFI-ELD-STREET-(RI/RO)- --(RI/Roh--- 7--- PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT LANDSCAPE DATA L WHEAT RIDGE, COLORADO 38TH AND YOUNGFIELD 91 0 15 30 60 k 7 QTY.COMMON/BOTANICAL NAME + SHADE TREES - 5 SKYLINE HONEYLOCUST Gleditsia triacanthos v. inermis Skyline8 6 GREENSPIRE LINDEN Tilia cordata 'Greenspire' PATRIOT ELM Ulmus 'Patriot' DECIDUOUS SHRUBS 0 16 MCKAY'S WHITE POTENTILLA Potentilla fruticosa 'McKay's White' PLANTING SIZE REMARKS 2" CAL.FULL CROWN, B&6 SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 2" CAL.FULL CROWN, B&B SPEC. QUALITY 5 GAL.SPACING PER PLAN FULL FORM TOTAL LOT AREA (RE-DEVELOPMENT AREA'A')434,367 SF DESCRIPTION REQUIRED PROPOSED OPEN SPACE/LANDSCAPING LIVING LANDSCAPING 10% MIN. OF GROSS LOT AREA / 43,437 S.F. MIN.10% / 43,458 S.F. HARDSCAPE(UNCOVERED 55% MAX. OF GROSS LOT AREA / 238,902 S.F. MAX. 6% / 25,443 S.F. PATIOS, INTERNAL SDWLKS) SE(26-502.2.3.LANDSCAPE-WITHIN-BLDGSTBKABULTINGPUBLIC-RIGHT-OE-WAY DESCRIPTION LENGTH REQUIRED PROPOSED W 38TH AVENUE 545'1 TREE PER 30 LF / 19 TREES 19 TREES SEC26-502.D.3.b ONSITE LANDSCAPE DESCRIPTION REQUIRED PROPOSED TREES 1 TREE PER 1,000 SF REQ. LS AREA / 44 TREES 46 TREES + 1 EXISTING TREE SHRUBS 10 SHRUBS PER 1,000 SF REQ. LS AREA / 435 SHRUBS 482 SHRUBS CL.'Te*.E**,/ 3 n rhirrir## rivt y..,flo t. f %-51 1 4 - y NORTH -0 I ip :l-4. I€. - 12 r·1 SCALE: 1"= 30' CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: LANDSCAPE PLAN (WEST) SHEETNUMBER: 9 OF 13 L102 I . 1 i LI e -- .... APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 0 0 0 0 * DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS 6 AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. 12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. 1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. -12 GAUGE GALVANIZED WIRE, DOUBLE STRAND ·TWISTED. ,/' - 6' STEEL T-POST (2 MIN.) (4' EXPOSED)/ ,l WRAP ENTIRE SURFACEOFTRUNKTOSECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECS FOR TIMING. SET ROOT COLLAR 3" HIGHER THAN GRADE-' 48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP)AT WHICH TREE GREW. AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PIT. - FINISH GRADE / =111-FF REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTBALL. PULL BURLAP BACK 2/3 MINIMUM. - SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES 0 0 0 CLUMP TREES SHALL HAVE SPECIFIED NUMBER OF TRUNKS. SHRUB FORMS WILL BE REJECTED. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. - PLANT ROOTBALL 2" HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON-IRRIGATED AREAS PLANT TREE AT GRADE WHICH IT GREW. - APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING FINISHED GRADE - DO NOT CUT OR DAMAGE LEADER - RUBBER HOSE (1/2"DIA.)OR 12"NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE. #12 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN. 3 GUY WIRES PER TREE. - 1/2" DIA. X 36" LONG WHITE PVC PIPE ON EACH GUYWIRE. - SET ROOTBALL 3"HIGHERTHANGRADEAT WHICH TREE GREW. ;20' -- APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF 91% /SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING. FINISHED GRADE730" METAL "T" STAKE. DRIVE VERTICALLY INTO UNDISTURBED SOIL, FLUSH W/GRADE. ¢* Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.Sterl i ng DesignAssociates.com 2 x ROOTBALL DIA. PRIOR TO BACKFILLING. SPECIFIED BACKFILL MIXTURE STAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL. UNDISTURBED SUBGRADE ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR. CUT AND REMOVE BURLAP FROM TOP AND SIDES 3 OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO -- PLANTING. : ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. 2 x ROOTBALL DIA. 2 x ROOTBALL DIA. - REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. -REMOVE TWINE & WIRE FROM TOP AND SIDES OF ROOTBALL. - UNDISTURBED SUBGRADE - SPECIFIED BACKFILL MIXTURE HOLE SHOULD HAVE ROUGHENED SIDES AND FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. INSTALL SPECIFIED MULCH TO DRIPLINE OF TREE WHERE PLANTED IN LAWN AREAS. PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING COLORADO REGISTRATION NO. 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY | DECIDUOUS TREE PLANTING NOT TO SCALE 50 %,0- -0 1 ..4 (1 -1 1 1 --1 1 141-.ji#61TMER17*i- f ' -"11122-I I 1:2 1=2-1 Ilad -1.:31.\\ 1 6 6111=111-- 1.1 1 · ·1 -42fj iTEEn *27 Tpl« # 1 L_L73 SHRUB PLANTING NOT TO SCALE 3'-0" MIN. 0 \, .d f.. 11 ,UP,1 17// ./ r \]4(t 61 0 411 CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WIDE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4" DEEP OVER SPECIFIED WEED MAT. FINISHED GRADE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL. - HOLE SHOULD HAVE ROUGHENED SIDES CLUMP TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP & SUBSURFACE IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS. 2. AT A VERTICAL DISTANCE OF 36" TO 96" ABOVE CURB, UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 3. USE OF NON-LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED LANDSCAPE AREA. ·r . ·f · 2 , ,/ . .'....'I ; . I 1 L M d.·iM .... .. 9f f. f. if 1. i.it:**44·..4 HN?' i .1 .1:k.:m>.L t.lir.* A. 1 £ f 2 .4& 14 .. 11; -.-4, /.,u:-m...·* -1-- MANUFACTURER:SITESCAPES MODEL:CityView Steel Bar Ends, CV1 -1000 Six foot, Backed Bench, Surface Mount 26" x 34" x 72" ONYX, POWDER COAT FINISH BENCH NOT TO SCALE 0 SIZE: COLOR DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS. EVERGREEN TREE PLANTING NOT TO SCALE · *':i 1: 1,4 . .1 i.'21 %:9. i ·i·f 9 1. 'I i.. :., 4 :4 t! It .1 : '....r · f O't 4 P F ·' : 4:'.11: f,|..Pfi MANUFACTURER:SITESCAPES MODEL:CityView Top Opening, CV2-3001 32 Gal. Capacity, Dome Top, Surface Mount SIZE:30" x 40" COLOR:ONYX, POWDER COAT FINISH TRASH RECEPTACLE NOT TO SCALE :...1 Eli 11.. 4. j : G NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE: 01/22/2018 BY JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO 6 v·. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: LANDSCAPE NOTES & DETAILS SHEETNUMBER: 10 OF 13 L103 0 0 0/0 \ rqI-/0 \j APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #14 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER SECTION OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LANDSCAPE NOTES 1. COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, . MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 4, COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE L.A. SHALL PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THECONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ROLLING, REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION. 5. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL j CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. TREE PROTECTION NOTES 1. CONTRACTORS SHALL COMPLY WITH THESE NOTES AND THE CITY OF WHEAT RIDGE STANDARDS FOR ALL EXISTING TREES TO REMAIN. 2. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFORE CONSTRUCTION, DEMOLITION AND/OR GRADING ACTIVITIES COMMENCE. CITY MAY STOP CONSTRUCTION IF TREE PRESERVATION MEASURES ARE NOT IN PLACE AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3. TREES CALLED OUT FOR PRESERVATION SHALL BE FENCED AT THE DRIPLINE. FENCING MAY OCCUR AT THE COMBINED DRIPLINES OF GROVES OF TREES. PLACE 3 INCH BARK MULCH BENEATH DRIPLINES OF TREES TO BE PRESERVED. 4. FENCING SHALL BE 3 FEET TALL SNOW FENCING WITH STEEL POSTS EMBEDDED IN THE GROUND. 5. NO GRADING SHALL OCCUR WITHIN THE DRIPLINES/FENCED AREA OF EXISTING TREES. 6. NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLES MAY BE STORED WITHIN THE DRIPLINES/FENCED AREA OF EXISTING TREES. 7. CONSTRUCTION VEHICLES OR MACHINERY MAY NOT PASS BETWEEN TWO OR MORE EXISTING TREES IDENTIFIED FOR PRESERVATION IF THEIRCANOPIES ARE WITHIN 10 FEET OF TOUCHING. ADDITIONAL FENCING MAY BE REQUIRED. 8. THE CONTRACTOR IS REQUIRED TO HAVE AN ARBORIST CERTIFIED BY THE Sterling Design Associates, llcINTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) ON SITE IF SITE CONSTRUCTION EFFORTS REQUIRE REMOVAL OF EXISTING ROOTS OR BRANCH PRUNING.CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 6. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE. 7. RIGHT OF REJECTION r OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS. 9. UNAUTHORIZED TREE REMOVAL OR DAMAGE IS SUBJECT TO REPLACEMENT EQUAL TO THE APPRAISED VALUE OF THE TREE LOST. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF ALL EXISTING TREES TO REMAIN, PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER MAINTENANCE NEEDS OF EXISTING TREES TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. AN EARTH BERM MEASURING MINIMUM 6 FEET IN DIAMETER, AND 6 INCHES IN HEIGHT SHALL BE CONSTRUCTED AT THE BASE OF EACH TREE TO FUNCTION AS A TEMPORARY WATERING BASIN DURING THE CONSTRUCTION PERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER AND TREE SPECIES REQUIREMENTS. 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303,794,4727 ph www.SterlingDesignAssociates.com 8. SOIL PREPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVE A C:N RATIO BETWEEN 15:1 AND 30:1, LESS THAN 6 mmhos/cm SALT CONTENT, A pH BETWEEN 6.5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF 20-10-5 GRANULAR FERTILIZER PER THOUSAND SQ. FEET. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES. VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. RAISED PLANTERS SHALL BE FILLED TO 36" DEPTH WITH A BLENDED SOIL CONTAINING 33% PREMIUM COMPOST AND 66% SCREENED TOPSOIL. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. 10. EDGER INSTALL 4" ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH EITHER SHREDDED HARDWOOD MULCH, 3"-6" COBBLE, OR 1 1/2" ROUNDED RIVER ROCK WHERE SPECIFIED ON PLANS. ROCK MULCH TO BE PLACED OVER DEWITT PRO 5 FILTER FABRIC, 3" DEEP. (SUBMIT SAMPLES) 2. SODDING SOD SHALL BE "RTF" FESCUE BY GREEN VALLEY TURF (GVT) (303-798-6764). SOIL PREP,. INSTALL AND WATER ACCORDING TO GVT GUIDELINES. 13. MAINTENANCE THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL MAINTAINED AND HEALTHY GROWING CONDITION. 14. IRRIGATION A DESIGN BUILD, AUTOMATIC IRRIGATION SYSTEM, MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. ALL SHRUB AREAS SHALL USE DRIP IRRIGATION. REFER TO THE UTILITY PLAN FOR THE IRRIGATION CONNECTION LOCATION. THE WATER SUPPLY AND BACKFLOW PREVENTER IS TO BE CONNECTED TO THE BUILDING SERVICE LINE AFTER THE WATER FLOWS THROUGH THE METER. SEEDING NOTES SUBMIT ALL SEEDING, MULCHING, AND WATER SCHEDULE SPECIFICATIONS TO THE OWNER FOR FINAL APPROVAL PRIOR TO WORK. SOIL PREP: APPLY STOCKPILED TOPSOIL AND 100 LBS. OF DIAMMONIUM PHOSPHATE PER ACRE TO AN APPROVED SUBGRADE. USE A DISKOR HARROW TO PREPARE THE SEED BED AND COMPLETE FINISH GRADING. REMOVE ALL STONES, DIRT CLODS, STICKS, FOREIGN MATERIALS, ETC. 1" OR LARGER. SEEDING: USE A GRASS DRILL WITH A SEED AGITATOR TO ENSURE THAT THE SEED IS DRILLED EVENLY TO A 1/2" DEPTH. MULCH: CRIMP HAY OR STRAW INTO THE SOIL AT 3,000 LBS. PER ACRE. EROSION CONTROL BLANKETS SHALL BE UTILIZED ON SLOPES OF 3:1 OR GREATER FOR GRASS ESTABLISHMENT. INSTALL SINGLE NET ALL NATURAL JUTE/SCRIM BIODEGRADABLE BLANKETS WITH A 12 MONTH BIODEGRADABLE 2" SPACED NETTING MADE FROM BIODEGRADABLE COTTON AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. WATER: CONTRACTOR SHALL APPLY MIN. 1/2" OF WATER TO SEED AREAS, TWICE PER WEEK, FOR FOUR WEEKS. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND LABOR. RESEED AND MULCH BARE OR ERODED AREAS AFTER ONE MONTH PERIOD, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ESTABLISHMENT OF GRASSES. LOW GROW GRASS MIX BY ARKANSAS VALLEY SEED (877-907-3337). GRASS MIX PERCENT EPHRAIM CRESTED WHEATGRASS 30% SHEEP FESCUE 25% PERENNIAL RYE 20% CHEWINGS FESCUE 15% KENTUCKY BLUEGRASS 10% TOTAL 100%22.0 LBS. OF P.L.S. PER ACRE DRILLED EXISTING TREE TO REMAIN PROVIDE SNOW FENCING OR EQUALvb<><Ar...z....' 1< AT DRIPLINE (MINIMUM). SECURE WITH STEEL STAKES. ROOT ZONE PROTECTION VARIES SEE TREE PROTECTION NOTES 1 1 1DRIPLINE TO DRIPLINE EXISTING TREE PROTECTION NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE: 01/22/2018 BY: JGS DESCRIPTION:2ND SUBMITTAL NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO 7- on 411 71 1?e L, 1 4 ur J ey CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: LANDSCAPE NOTES & DETAILS SHEETNUMBER: 11 OF 13 L104 i 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" x 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM or flash drive as follows: 1. One (1) file in AutoCAD 2013 DWG or older format, AND 2. One (1) file in PDF format (scan of the signed/sealed plans). SDA Response: Acknowledged 6. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us SDA Response: Acknowledged cc Tom Metzger, Regency Centers 8 - . City of79 WheatRidge- COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 2, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the Specific Development Plan Amendment application for property located at 3600 Youngfield Street. I have reviewed the second submittal of the amendment and have the following comments. Please also refer to the enclosed redlined copy of the draft documents. General Comments 1. The final building elevations and perspectives are being submitted as part of a later process. A condition of approval for the SDP amendment will be that building elevations and perspectives are submitted as part of an additional administrative SDP amendment review, which will not require a full submittal, only elevations and location of the improvements on a site plan. Building permits for the faade improvements may not be obtained until the architecture and materials are approved. Add a note stating this to the Cover Sheet. Cover Sheet (Page 11 2. Remove pages 12 and 13 from the Sheet Index as the elevations and perspectives are not part of this SDP submittal, and renumber all sheets as it# of 11 accordingly. Page 2 (Overall Site Plan) 3. Modify the open space table as follows by removing the hardscape calculations and adding to sod total: LIVING LANDSCAPING TURF 10% MIN OF GROSS LOT AREA (43,437 S.F. MIN) 30% MAX (13,038 S.F.) 10% (43458 S.F.) ##% (##it# S.F.) 4. Minor spelling corrections are indicated on the redlined document. Pages 3 and 4 (East & West Site Plans) 5. Add a note on the East Site Plan stating: "Final dock locations and alley improvements are to be determined based on final tenants, and submitted on site plans as part of the building permit process." This information can also be submitted as part of the architectural SDP. 6. Indicate street light locations along 38th Avenue in addition to pedestrian lights (on both East and West site plans). www.ci.wheatridge. co.us Page 7 (Photometric) 7. Based on your explanation, we are comfortable with a 30-foot maximum height for the parking lot lights because the existing poles are being re-used. This does not set a precedent for the entirety of the shopping center should new development occur. 8. Update the plan to show revised spacing o f pedestrian lights and add the street lights. Comments on the first submittal noted a 50-foot spacing requirements for pedestrian lights which is a minimum requirement. Public Works indicated preferred spacing on 38th Avenue is approximately 80 feet. Spacing can be adjusted up to 20% as necessary to accommodate landscaping. 9. Change Item #2 to "Pedestrian Light", not "Pole Detail Parking Lot." Pages 8 and 9 (Landscape Plans) 10. Indicate locations of pedestrian lights and street lights on the 38th Avenue frontage to ensure light locations do not interfere with tree and shrub locations. 11. Trees are located within the sight triangles. Refer to the attached comments from Public Works. 12. Modify the first part of the landscape data as shown above by removing the hardscape calculations and adding to sod total. RTD Bus Access Plan 13. How will westbound buses enter the site? Currently, buses heading westbound on 38th Avenue turn left into the site, which will be prevented by the construction o f the right-in/right-out entrance. Has this plan been shared with RTD? The application was also sent on referral to Wheat Ridge Public Works. See attached comments and redlines from Jordan Jefferies, dated January 31, 2018. This concludes the summary of comments. For questions or clarification on any comments, please feel free to directly contact me or Jordan Jefferies. Please resubmit digital copies of the SDP amendment in a .pdf file, and the supplementary documents in separate files. Sincerely, Scott Cutler Planning Technician CCI WZ-17-10 case file Tom Metzger, Regency Centers 2Case No. WZ-17-10 / Applewood Village North q>ki:. Ir.Im- - , City offWheatRgge-- PUBLIC WORKS Memorandum TO:Scott Cutler, Planning Technician FROM:Jordan Jefferies, P.E. DATE:January 31, 2018 SUBJECT:WZ-17-10/Applewood North - 3600 Youngfield St I have completed my review of the second submittal of the Applewood Village North redevelopment received on January 26, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: 1. Site Plan East (Sheet 3) - Please revise the ADA ramp on the west side of the east entrance to fit the curbed portion of the ramp within public ROW. The sidewalk width can be reduced from 6ft to 5.5ft at the ramp to allow for this change. 2. Site Plan East (Sheet 3) - Please revise the ADA ramp on the east side of the east entrance to be a modified CDOT Type 4B ramp. It is understood that a portion of this ramp will be outside of the public ROW. An example of a modified Type 4B ramp is shown in the image below: 3. 1:12 1=U 4. Site Plan East (Sheet 3) - Note that all gutter in the ROW shall be 2ft wide (from lip of gutter to flowline). Please remove any Note #14 callouts pointing to curb and gutter in the ROW. As previously requested, a separate detail for public curb & gutter must be provided in the construction document submittal. AVSC_WalmartRedevelopment_Review-2_JJ.ltr.docx Public Works Engineering January 31, 2018 Page 2 5. Site Plan East (Sheet 3) - Pedestrian light spacing along 38th Avenue shall be approximately 80ft O.C. to match the spacing on Youngfield. Spacing can be adjusted slightly (-20%) as necessary to accommodate landscaping. Note this comment applies to all pedestrian lighting along 38th Avenue. 6. Site Plan West (Sheet 4) - Please revise the ADA ramp on the east side of the west entrance to be a modified CDOT Type 4B ramp. It is understood that a portion ofthis ramp will be outside ofthe public ROW. See comment #2 above for an example of a modified Type 4B ramp. 7. Site Details (Sheet 6): a. The dimensioning and leaders in the Lane Striping detail don't align with the linework. Please revise the detail to reflect accurate dimensioning and callouts. b. In the Typical ADA Parking Detail: i. Please identify this as being a "CDOT Type 3B ADA RAMP". ii. Show the curbing along both sides of the Type 3 ramp. 8. Landscape Plan East (Sheet 8) - Note that a Patriot Elm and a Skyline Honey Locust are proposed within the site triangles o f the east entrance to the north parking lot. The vertical clear zone in the site triangle is between 36" and 96" (measured from the gutter flow line). Tree canopies shall not be present in the vertical clear zone within the site triangle. 9. Landscape Plan West (Sheet 9) - Note that a Patriot Elm is proposed within the site triangle of the west entrance to the north parking lot. The vertical clear zone in the site triangle is between 36" and 96" (measured from the gutter flow line). Tree canopies shall not be present in the vertical clear zone within the site triangle. 10. General Comments: a. In addition to the proposed pedestrian lighting, street lighting will be required along 38th Avenue. Public Works recommends that the applicant contact Paul Plasha with Mountain States Lighting is at 303.838.4430 or by e-mail at pplasha@mountainstateslighting.com to develop a street lighting plan that will meet the City's requirements. Due to the proximity of this project to residential neighborhoods, a shorter pole height of 20ft be incorporated into street lighting design. Public Works recommends the lighting consultant create and finalize the pedestrian lighting plan as well, to provide a coordinated lighting plan in the public ROW. CIVIL ENGINEERING Final Drainage Report: 1. Page 10 & Page 78: It appears that runoff from a portion of sub-basin O-1 will flow into an existing onsite inlet rather than sheet flow offsite. The-basin should be subdivided to accurately reflect the proposed flow patterns. Please revise the text in the report and the drainage map to reflect this. Please update drainage calculations as necessary to reflect this flow pattern. It appears calculations for the Contech stormwater treatment device will be unaffected since this runoff enters the system downstream of the proposed treatment device. AVSC_WalmartRedevelopment_Review-2_JJ.ltr.docx Public Works Engineering January 31, 2018 Page 3 Grading Plan: 1. A portion of the parking lot appears to have no grading work (see redlines). Will this area be milled and overlaid due to the poor condition of the asphalt? Please clarify as the extent o f pavement work in this area is somewhat unclear. Fire Vehicle Tracking: 1. No comments. Overall Utility Plan: 1. No Comments. RTD Bus Access Plan: 1. No Comments. General Requirement: 1. CDPS Permit & Stormwater Management Plan: The proposed work for this site is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a 2nd (NEW) Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval when the next phase (parking lot removal and regrading occurs and the drainage/WQ structures are installed, etc.) The SWMP must be approved by the City prior to issuance of any Grading, ROW Construction, or Building Permits. A copy of the CDPS must accompany the final submittal of the new SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). OTHER REOUIREMENTS (PHASE II OF THE PROJECT): 1. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all drainage-related items such as detention ponds, outlet structures, drainageways or pans, and curb, gutter, and sidewalk. 2. Itemized Engineer's Cost Estimate: Please provide an itemized Engineer' s Cost Estimate with the Phase II submittal for all items proposed within the public ROW. The approved estimate amount plus 25% contingency (125% of the approved estimate) may be used for the amount of the bond needed to issue any ROW Construction Permits (refer to item 4 below) if the amount exceeds the typical $10K. 3. Right-of-Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way AVSC_WalmartRedevelopment_Review-2_JJ.Itt·.docx Public Works Engineering January 31, 2018 Page 4 Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 4. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 5. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion ofthe drainage improvements, the Engineer-of-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items (as applicable) shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Grate/MIl lid elevation for proprietary WQ structures. 4. Manholes, rim and invert elevations. 5. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and AVSC_WalmartRedevelopmenLReview-2_JJ.ltl·.docx Public Works Engineering January 31, 2018 Page 5 ii. Two (2) electronic files are to be delivered on DVD/CD-ROM or flash drive as follows: 1. One (1) file in AutoCAD 2013 DWG or older format, AND 2. One (1) file in PDF format (scan of the signed/sealed plans). 6. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e.,Current Cio' Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridge.co.us AVSC_WalmaitRedevelopment_Review-2-JJ.ltr.docx '.1 Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Transmittal Date:1 /25/2018 Project: Applewood, North Redevelopment To:City of Wheat Ridge, Community Development Dept Via: 7500 W. 29th Ave, 2nd Floor Overnight Wheat Ridge, CO 80033 Delivery x Attn:Meredith Reckert, Senior Planner Mail Re:2nd SDP Submittal For: CC:Tom Metzger, Regency Centers Your Use x Comment Approval x Copies:Description: 1 Revised SDP Set - 24"x36" 1 Cover Letter 1 CD with PDF's of all files below: Revised SDP Set Comment Response Letter Drainage Report Exhibits- Vehicle Tracking, Bus Phasing, Grading Plan, Utility Plan Comments: Please let me know if there's any additional information needed. Thanks. By: Joe Schiel, P.E. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS V Memo Date:01 /25/2018 To:Meredith Reckert (City of Wheat Ridge) CC:Tom Metzger (Regency Centers), Scott Cutler (City of Wheat Ridge) From:Wayne Sterling RE:Applewood North Redevelopment - 2nd SDP Submittal Update Meredith & Scott, Please accept this SDP re-submittal for review and approval. The re-submittal addresses all site related comments. We believe the scope of improvements proposed in the SDP offer significant upgrades to the property in both function and aesthetics. We are making this re-submittal without the building elevations, as these are still a work in progress between us, our architects and the tenants. The building fagade design is likely to take many more weeks to iron out and we did not want the extensive site improvements work to be delayed while we work through colors, materials and architectural features with the tenants. The building footprint will not change other than minor shifts with the docks or store entry features. Since the building footprints are not moving, we feel it is important to keep site design items going so detailed civil & landscape construction plans can be prepared and submitted for permit as soon as possible. The site improvements will take more time than the building improvements, so we ask for your consideration of an approval of a site SDP, or approval of the SDP with conditions regarding the building architecture. We are very confident that the building architecture, SDP and construction plans can catch up with the site portion of the project. Thank you for considering this process presented. We understand it is not ideal, however we feel it is an important approach to consider based on the mutual goal between Regency Centers and the City to backfill the vacant building with quality retailers as quickly as possible. Please let me know if you have any questions. Wayne Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton. CO 80120 303.794.4727 ph www.SterlingDestinAssociates.com () Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS January 25,2018 Scott Cutler, Planning Technician City of Wheat Ridge Community Development 7500 W 29th Ave Wheat Ridge, CO 80033-8001 RE:Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Cutler, The following are SDA's responses to staff comments from the letter dated January 5, 2018 regarding the first Specific Development Plan Amendment application review. In addition to this letter, we have also provided a revised Site Plan set and supplementary documents in pdf format. General Comments Scott Cutler - City of Wheat Ridge Community Development 1. The titles on all sheets should be changed to reflect the planned development name and amendment number and to remove the last line: Applewood Village Shopping Center Planned Commercial Development Specific Development Plan Amendment #14 An Official Development Plan... SDA Response: P/ease see revised title on all sheets. 2. Revise page numbers and sidebars to create a cohesive SDP plan set document The page numbers are not correct on several pages and missing from others. The following sheets should be removed from the SDP plan set because they will not be recorded with the SDP. Any revisions to these sheets may be submitted as separate exhibits and will be part of the future building permit application: a. ALTA survey page (page 2 in the PDF) b. Overall grading plan (page 8) c. Overall utility plan (page 9) d. Utility details (page 10) e. Pole/surface mount fixture pages (pages 15 and 16 in the PDF) The comments below match the pages in the current PDF document that was submitted to the City, not the page numbers noted in the sidebar. SDA Response: The requested pages have been removed from the SDP p/an set, the page numbers and sidebars have been updated to reflect these changes. Jay M. Newell, PE Wayne T. Sterling, RIA, LEED AP 2009 W. Uttleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com 3. The Regency Centers logo in the sidebar is very blurry and will not reproduce. SDA Response: The Regency Centers logo has been replaced with a more legible logo. Cover Sheet (Page I) 4. The Sheet Index should be revised once the pages noted' above are removed. SDA Response: Please see revised sheet index on cover sheet. 5. Remove the Planning Commission Certification block SDA Response: Manning Commission Certification b/ock has been removed, please see revised cover sheet. 6. Add a Case History section, showing the relevant land use case numbers for this site, as shown on the redlined copy of the draft documents. SDA Response: Please see revised cover sheet for case history section as shown in red/ine documents. Page 2 (ALTA Survey) 7. Remove this sheet. The ALTA is a helpful exhibit but not part of the recorded SDP plan set. SDA Response: ALTA Survey has been removed from the SDP plan set. Page 3 (Overall Site Plan) 8. Refer to the attached comments from RTD concerning access to the existing transfer center, noted as "Re-development Area 'B"'. Access must be preserved during construction and before the transfer center is relocated. The realignment of the drive affects striping and parking in the transfer center, and the proposed right-in/right-out entrances will affect buses entering and exiting the site. The City will require a plan showing proposed bus circulation during construction and with the right-in/right-out configuration, as well as a timeline indicating proposed dates of construction relative to the expected lease termination of the RTD transfer center. SDA Response: The extent of work in Redevelopment Area B during this project wi// be removal of landscape islands and temporary re-striping of parking area. Access will be preserved during construction and bus circulation should not be adversely affected during the course Of this project. P/ease see revised Overa/1 Site Plan for extents Of work to be performed within Redevelopment Area B. 9. Provide additional landscaping islands where possible in the parking lot. SDA Response: Four additional landscape islands have been provided. 10. Remove the eight (8) parking spaces from the western access drive. SDA Response: The eight parking spaces are shown to be removed from the western access drive and replaced with landscaping. Please see revised Overall Site Plan. 11. In the site data table: a. Revise the existing zoning so it reads "Planned Commercial Development (Applewood Village Shopping Center PCD, Amendment #9). SDA Response: P/ease see revised Site Data Table on Overall Site Plan. 2 b. Add the unit (S.F.) to the required landscaping calculation for Redevelopment Area A. SDA Response: Please see revised Site Data Table on Overall Site Plan. c. Correct or clarify the total open space calculation; it does not equal the sum of the areas for the proposed landscaping and pedestrian amenity zone. SDA Response: Open space//andscape areas are now clarified so that they and the building area add up to /00% coverage of the total redevelopment area. d. The ODP required bicycle parking at a rate of 5% of required vehicle parking spaces. Add this to the required column and revise the table and plans to meet this requirement. SDA Response: Please see revised Site Data Table on Overall Site Plan. e. Update the table for Redevelopment Area B to show the existing and proposed parking if this area will be restored as part of this project. SDA Response: Redevelopment Area B table has been updated to show the existing and proposed parking area. f. For the Redevelopment Area B table, remove the building coverage and open space tables and add this note: "Redevelopment Area B is included in the SDP for the purpose of showing the modified boundary and parking affected by the modified access drive. Future redevelopment of this area will be reviewed through a subsequent Specific Development Plan amendment." SDA Response: Building coverage and open space have been removed from Redevelopment Area B table. The requested note has been added below to the Redevelopment Area B table. Please see revised Overall Site Plan. g. Revise the note below the data tables to refer to the ODP document by name (edits shown here in bold): "REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT#9 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 201 6070522." SDA Response: This note has been added to revised Overall Site Plan. Page 4 (East Site Plan) 12. There are many unlabeled features and dots at the back of the building. Label these, add a legend, and/or remove. SDA Response: Status of back of building unlabeled features and dots are to be determined based on final tenants. 13. What is the status of any modifications to the docks? SDA Response: Status of docks are to be determined based on final tenants. 14. Note 25 regarding the fence references the landscape plans, but no additional details are provided. The ODP requires compliance with code, which limits fences to 6 feet in height. Anything taller would require a variance. Please provide additional detail on the current plan for the proposed fence, as the proposal was unclear based on conversations in the pre- application conference. SDA Response: Note 25 updated to show maximum fence height of 6 feet. Please see revised Site Plan (East). 3 Page 5 (Site Plan) 15. As noted above, show the restored condition of the parking in Redevelopment Area B. SDA Response: P/ease see revised site plan for restored condition of Parking in Redevelopment Area B. Pages I I and 12 (Landscape Plans) 16. Sight triangles are inadequate as shown. The sight triangle is measured along the curb & gutter flow line and shall extend 55 feet along W. 38th Avenue and 25 feet into the private entrance. Please refer to the attached redline drawings from Public Works for more information. SDA Response: Sight triangles have been changed per the 55'/25' measurements. 17. Landscape plans need to be more detailed and need to include a schedule of plant material identifying species, quantity, and size. Provide a separate schedule for plant material on private property versus those in the right-of-way. Note that for street trees on public streets, trees should be selected for this environment and should include a variety of species. SDA Response: Detailed plant lists are now provided on the landscape plan sheets. 18. The landscape plan indicates native seed over the entirety of Redevelopment Area B. As noted, please explain how this relates to the existing RTD transfer station and any demolition plans. What is the duration of time you expect this area to be covered with native seed? SDA Response: Parking area and bus circulation will remain during project construction. Native seed is no longer proposed in Redevelopment Area B. Page 14 (Photometric) 19. Change the building outlines to reflect the updated building footprints and tenant mprovements. On-Site Lighting Response: The most current Site Plan as provided by the Engineer has been incorporated into Photometric P/an as overlay. 20. The height of the parking lot lights far exceeds what is permitted by City Code which limits freestanding pole height to 18 feet. The ODP (AVSC Amendment #9) states: "Site and building lighting for new site development areas shall be reviewed by the City of Wheat Ridge Administration to confirm consistency with the goals of the development." While this language allows us some discretion in exceeding the I 8-foot height limit, the proposed 37 feet is difficult to support. Reduce this height and provide a written justification fqr any height exceeding 18 feet. On-Site Lighting Response: Please see the accompanying LED Photometric Plan Rev 2 0 1-/9-18: Existing 37'-0 AFG poles that are to remain will be cut down to accommodate a 30'-0 AFG fixture mounting height. This necessitates additional new 30'-0 AFG poleslfixtures in re-striped areas and within existing, remaining striped areas to increase the light levels in all low light areas to a uniform, safe /eveL Due to the unique site configuration limitations and corresponding constraints in positioning potential new pole /ocations that are interspersed within the reused po/e array, this 30'-0 Plan has more uniform (bright areas as compared to dark areas), and therefore safer /ight levels than trial designs with shorter poles in the same locations. Please note that a Photometric Plan designed to meet the /8'-0 AFG City Code would result in a lighting design with an excessive number oflow /umen output fixtures/poles that would yield a 4 much higher uniformity, and therefore appear to the human eye to be darker and less safe and secure. 21. Show pedestrian lights in the streetscape using the City's standard pedestrian light fixture. Spacing should be at least every 50 feet per the Streetscape Design Manual. On-Site Lighting Response: See (1 1) \"RM" fixtures/poles located per most current Site Plan. 22. Are wall mounted fixtures proposed with the fa,ade improvements? If so, show here. On-Site Lighting Response: See (12) fixtures "M" shown at 12'-0 mounting height located directly below and replacing the existing fixture locations on North and East bui/ding sides, that wi// enhance safety and security in these areas while upgrading to efficient LED light source. None are proposed for the front (West) building fafade. 23. Are pedestrian lights proposed along the sidewalk in front of the fa,ade? If so, show here. On-Site Lighting Response: See (6) pedestrian scale LED fixtures/poles "QB" that are similar in appearance to the City-standard pedestrian fixtureslpoles. These are distributed along front sidewalk to enhance light levels in the area as well as to improve ambiance to match surrounding neighborhood "flavor" 24. Uplighting is prohibited by City Code. It appears the FLLA- I are floodlights pointing up at the tenant signs/entrances. All light fixtures must be downcast to minimize undesirable effects of illumination such as glare, skyglow, and light pollution. On-Site Lighting Response: Although the indicated floodlights were not, strictly- speaking "up-lighting", rather installed at 22'-0 and aimed (angled down) at the building at 18'-0 AFG in addition to being directed (aimed) and shielded to on/y enhance front building fagade, these have now been removed. 25. In the Luminaire Schedule add total height for freestanding lights and mounted height for wall- mounted lights. On-Site Lighting Response: See mounting heights as indicated in Luminaire Schedu/e "Description" column for each fixture mounting height. 26. Remove the numeric labels on light fixture locations (only label the light type). On-Site Lighting Response: A/though these can easily be turned "off', the fixture numbers (sorted from /ower/eft to upper right) are important as the specific location reference when discussing individual situations between parties who are unable to "point" at a location to communicate clear intent, and have been left "on" for this Photometric P/an revision. Page 17 (Elevations) 27. Colored elevations are a required exhibit but are not recordable. Provide blackline elevations for the SDP set and colored elevations as a separate exhibit. Naos Response: To be provided when elevations are submitted. 28. Elevation material labels are insufficient (such as "brown stucco" and "yellow brick"). Provide a schedule table with the exterior finish information such as the specs for masonry (size, manufacturer, texture, color name), paint color manufacturers and names, etc. Naos Response: To be provided when e/evations are submitted. 5 29. Add the following note regarding signage: "Placeholders for signage are not approved as part of this site plan review. Compliance with applicable sign regulations will be reviewed through building permit applications or through a master sign plan." Naos Response: To be provided when elevations are submitted. Planning and Zoning Jordan Jefferies - City of Wheat Ridge Public Works Specific Development Plan: 1. Site Plan East (Sheet 7) - ADA ramps located at the east entrance of the front parking lot should be located entirely within the City's ROW and should be directional-type ramps similar to those shown for the truck entrance/exit east of the building. Please revise for the construction document submittal. SDA Response: ADA ramps have been revised to be directional and are now /ocated entire/y within City R.O.W. 2. Site Plan East (Sheet 7) - Curb cuts should be installed at the main entrances to the building. Please revise for the construction document submittal. SDA Response: The curb in front of the building will be flush with the drive so that no curb cuts will be needed. 3. Site Plan West (Sheet 8) - ADA ramps located at the west entrance of the front parking lot should be located entirely within the City's ROW and should be directional-type ramps similar to those shown for the truck entrance/exit east of the building. Median may require curb cuts to accommodate crosswalk. Please revise for the construction document submittal. SDA Response: ADA ramps have been revised to be directional and are now located entirely within City R.O. W. 4. Site Details (Sheet 9) - Provide a detail for curb & gutter (public) in the construction document submittal. Detail shall include 2' gutters and 6" curb, for total width of 2.5'. SDA Response: Curb and Gutter (public) detail will be provided in the construction document submittal. 5. Utility Details (Sheet 13) - Provide details for storm sewer manholes and inlets in the construction document submittal. SDA Response: Storm sewer manhole and inlet details will be provided in the construction document submitta/. 6. Landscape Plan East (Sheet 14) - The site triangles are inadequate as shown. The site triangle is measured along the curb & gutter flowline and shall extend 55ft along 38th Avenue, and 25ft into the private entrance. SDA Response: Site triangles have been revised and now measure 55 ft a/ong 38th and 25 8 into the private entrance. r 6 7. Landscape Plan West (Sheet 15) - The site triangles are inadequate as shown. The site triangle is measured along the curb & gutter flowline and shall extend 55ft along 38th Avenue, and 25ft into the private entrance. SDA Response: Site triangles have been revised and now measure 55 ft along 38th and 25 ft into the private entrance. Civil Engineering Jordan Jefferies - City of Wheat Ridge Public Works Preliminary Drainage Report: 1. Drainage Plan (PDF page 70) - The proposed drainage plan shows runoff from the northern portion of the vacant building flowing offsite (drainage basin O- 1). However, the historic drainage map shows this runoff being captured in the onsite storm sewer. Public Works recommends that the runoff from the northern portion of the roof be routed through the onsite storm sewer system to limit the amount of runoff flowing directly into 38th Avenue. Can roof drains be piped into existing storm sewer upstream of water quality treatment manhole? SDA Response: Proposed drainage p/an now shows runoff from the north portion of the building to be conveyed via proposed underground roof drains to the existing storm sewer system in the back drive aisle. Updated calculations for the water qua/ity treatment manhole have been provided in the drainage report. 2. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.287 I for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. SDA Response: Noted, thank you for your review. West Metro Fire Bruce Kral 1. Computer Modeling must show that a fire apparatus with WMFPD specifications can negotiate around the first island encountered when entering from the west, continuing east to the store front. The need for a ladder truck bucket to swing over the island may prohibit any signage or trees on that island. SDA Response: A Computer mode/ showing the fire apparatus with WMFPD specifications has been included with this submittal. 7 Westridge Sanitation District Kim Dahlin 1. Westridge Sanitation District has the ability to serve the development, but we reserve our comments relative to the impact upon the capacity of the existing Westridge Sanitation District System until we can review the service demands based upon tap size and fixture counts. SDA Response: Tenants are unknown at this time. Tap size and fixture counts can be provided once tenants are known as part Of the building permit p/ans. 2. Sheet 12 of 20: The proposed connection as shown on the west side of the building to the line in West 38th may not be possible without an extension along West 38h Avenue from MH P9 that could be potentially used for a connection, but Westridge Sanitation does not have any information on the length or alignment of that stub. Any extension of the main line along West 38th avenue will require a "main extension agreement" with Westridge Sanitation District. SDA Response: The proposed connection is now proposed to the existing manhole in 38th Avenue, west Of the existing building, so that no extension Of the main within 38th will be necessary. 3. There may be a service line that runs along the north side of the building that could be used for the above listed connection (see attached). SDA Response: Noted, thank you for your review. 4. Any grease trap or sand/oil interceptor will need to be provided and sized in accordance with industry standards. SDA Response: Noted, thank you for your review. The tenants are unknown at this time and any required grease trap or sand/oil interceptor calculations will be provided with the building permit plans. Regional Transportation District C. Scott Woodruff 1. The only concern that the RTD has with this redevelopment is how it will affect our access and utilization of what they have identified as Re-development area B. Currently the RTD has a use agreement for this area and with the realignment of the entrance we would need to know how this will affect our bus operations as this is a transfer center for a couple of the cross town buses. SDA Response: The applicant plans on coordinating further with RTD to minimize impacts to the transfer center to the greatest extent feasib/e. cc: Tom Metzger, Regency Centers 8 FINAL DRAINAGE REPORT For: APPLEWOOD VILLAGE SHOPPING CENTER REDEVELOPMENT Wheat Ridge, Colorado PREPARED FOR: Regency Centers 8480 East Orchard Road, Suite 6900 Greenwood Village, CO 80111 Contact: Thomas Metzger Phone: 303-300-5335 PREPARED BY: Sterling Design Associates, LLC 2009 West Littleton Blvd, #300 Littleton, CO 80120 Contact: Joe Schiel 303.794.4727x213 January 19,2018 ENGINEER'S STATEMENT This Drainage Report (the Report) has been prepared by me, or under my direct supervision, in substantial accordance with the requirement of the City of Wheat Ridge (CoWR) Site Drainage Requirements Manual. Ill 761 0 ,Joe Schiel, P.E. Colorado Registered PE #48332 4"' , 00 #F„ ' 4-/,tft:ir'G:'13,34%#@42 6(}>*ft (01 S /5 F.O 73 { 48332 i i2 -1 :1 BL C t.. .'*43·.2..... 34, Af4%247/0 'f..L!11'*,j:.... REGENCY CENTERS APPLEWOOD SHOPPING CENTER CITY OF WHEAT RIDGE, STATE OF COLORADO 38TH & YOUNGFIELD LEGEND - - - - R.O.W. / PROPERTY LINE --- EXISTING TO REMAIN - PROP. CURB AND GUTTER - - ---·---- 7512----- ----- EXIST. CONTOUR ---·----7512 ---- PROP CONTOUR •--=---==• BASIN BOUNDARY 11 FLOW ARROW|y--·EX:-36"-STORM|SEWER--- - =- ---- y-e24" STORM-SEWE - ---- ---- ------ - --9 I|_)4 -=2-1-L a DESIGN POINT11=21-...4/5,6,/./.....I-..*1--X-X--7.1---iNV- MT==Il=/-PE-< .-MEE ./**I//,/*I'll/(/I"II////"%/Ill///'//"/,/.Il""(/,/"gl/I,/ZmDI/*I///'I/ / rl-'7 %2-Ii-Ii--Li-I)5=-MWEm--I---#/&ZIn / 4.-h la-/4 1 / - 20 --/5,4 -525 //'22 M *r--1 --* \\\ \\\4502»i -.4-4 k.,1. -44 **43- --..4094#- - 591/9 - krne» -- -- -/M %57. §3- - f.ft,Ao ./4 3 ed .er L. 0 . AREA \ 1.0 1 0.89/5-YEAR RUNOFF «11 i \ 21'j433 r 1-- 41 -1 Nt-K»«tut«tutt'Nurv<-Fifii,Li,ir,3\\ r ' 246-6 ---.-·.----=5211"_L__(BASIN ID- ./It=EX. 36"STORM SEWER M p EX. 24" IRRIGATION 17=U==E- EX (2) 18" 1 0 d /11NE-- STORM SEWERS I B kr - 1 (ACRES)COEFFICIENTI 1 EXISTING 0 EXISTING I tyEXISTINGWALMART 0 PETSMART 111 KING SOOPERS - 1, 1 1 h 1 Ifr-=31---EX 48" STORM SEWER, E N- 1 ¢/1 .0E k I / \1Rt0 il-3 1 A PORTION OF LOT 1 1 1 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION 141\.11 1 / m FILING NO. 2 1 \. 0m 22.94 ACRES 0 ee /1 ' ' i i 1 1 1 , 1 Sterling Design Associates, llc 1 :8 L M hi ---- CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Il lit f * - 2009 W. Littlon Blvd. #300---1 R --1 1 -Littleton, CO 80120 303.794.4727 ph 01/ -&34\ ----- / 1 0 >° ISTING. 1 -1 n? 1 1 www.SterlingDesignAssociates.com LAI.,, NG .„·0'f' -- < iTILLfu- -rin-2.-27·- --IZEZE j'-EZZEJE-Isit -I'J-2pZI.1ir-%37''1.04|0.59/ n C=/7--- %-LE=z 4 1 PREPARED UNDER THE DIRECT SUPERVISION OFf\ \br P.8RKING Tar /9/27]J * » i /-11431 F JOSEPH G. SCHIEL P.E. AC -7 06<ya . ,F COLORADO REGISTRATION 48332 -> FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLCh.:1:.1.-U,·.,21.44 -p x £=»-1.- 1,....y., .·e Fij'.fi··1''-:. li'e.,71·92 :-··92•' -,- A , Lf·r-2/ lith /U 01 -w- 1 , 211 At\\-/,42 21-EX.=4" STORM SEWMR A I .-= .. -2..- 1V.- ¥*» 10\ 11 /3 /11 1,1 - 1.4= 1 It-1, ,1*47 / . 1\ , i +1 71« 1 1141 -/--- / - A 1.7910.85/ /\ I hy>(2,/1 // ti 1/»<j\2.1610.81/i h /« \\3.3710.83 Y 1/ ,F '1,/ /«\ P.X 1 /i EX 48" STORM SEWER-- _ 110 EXISTING i p---- f -STERLING DESIGN ASSOCIATES, LLClit &, EX. 24" IRRIGATION b EX. 12" STORM SEWER :/ / /1/29 .re\INE 3 & SHOPS \ /1 h »0 1 U 1 1 f NOTAPART 1 - ik- > /\V . - ':JGS L_ISSUES & REVISIONS Ch IFEX. 15"=1=1 1% 5509- t" i t (H-B-3 (H-B-4 79 0.75 (1-1-B-1 ri \ ttif..i 1 Iwe fi 7294/ 1.120.80 jE €30" STO'EM,SEWE./ V « X / //li f .3111 ti 112 1124 v fr 4ff » j Cy 01 A- iE 1 ho '711 \ 111 3 V \ur RY 4 - No.: 1 UA I E: 10/19/201/1 1 1-71,11 *lE (3 41 DESCRIPTION: ISSUE FORCONCEPT REVIEW 2.1/imillait&//\y - -NO.: 2 DATE: BY a ,# A /1 / \43.tvx.-35iTORM SEWER· / J I DESCRIPTION: % . . - ···'-' hill H[ 1 11[4 *" NO: 3 DATE: - BY '*12:IJ .N- -211' 1 DESCRIPTION: - P En>Ck < .74kil- 00\\ /7 77:V- - A/11 __h //164.NO.: 4 DATE: -BY-POP\22910.83,6/E./ \ ----1 3 /404? hill \ EXISTING DESCRIPTION: -\ \\ \I"'. 1 j "ir -IC 4PS,PRM SEWER 4../ \SHOPS NO.: 5 DATE: -BY1 -1 1/ 7 4 /4 201.lit 1 t NOT A PART-00-EX. 18>STORM SEWER," / »P \\A| i DESCRIPTION: --4 y k /1/ 1 F h..2-4/ *-/500 44-1.1-NO· A DATE· - RY .30 0.37 Z SdOHS 144-15X U 0 M 34 515 1 241 / 0<V t.i \\ i \/ 1-,- 1% · // \ 4EX.48" S+\ORM SEWER.<61./.1, 1 EXISTING BUIL[ N:*Gil 1/A-A-3\2 1 3541 k In / CS:EL' fual\%3*th.» QDOBA / MAT. FIRIV 1 NOT A PAR' m".ESKE==:Er1 -1 /-<411·24|0.90/id 1- / C 1 11 1%14-1-6#9 1 22 24*[[ING f EXISTING BANK NOT A PART JAit r *5019 /4 =1 4 iii 1-Th i ir 1171 t 9% EXISTING illSIGNAL¢ED INITCOCCrTinkl 01 H 19......#- EXIFI-INg-»PARK!DIG'TO: f f i - thi-\'h Ll=7-1--1 - \\ \\\ \ Itt--- ..b4-FLL. j€30:1 --·--1 0/ \ 11 14 1 Li_LA DESCRIPTION: DATE:SCALE: 10/19/2017 1" = 20' r PROJECT MANAGER:PROJECTNO.: CZED DRAWN BY:DRAWING FILE: 60 = 60' 90... V L -3 l j 92 £ 1I ' \./ m m=.3-1112.11 f PROJECT: t'lful Ik"ltra-I . Billq'-Im#*-ll-qim Ijll-LI HI-"Fllitl .APPLEWOOD SHOPPING CENTER' - -3 l / EXISTING---77----------EXISTING-7---1#*i*iING--*»---7--------------- -:'-4-T-- --- ----38TH & YOUNGFIELD/9 /5.-A - -DRIVEL- ---DRIVE - ----74-----i-I.-*------I---I+t.-----%-*.-*.% ---I-*#*.--L// 1 - WHEAT RIDGE, COLORADO1- --15.' - -:- - --.,0 UN€El¢LDSIREEL==1«1==«-=-7 .SIGNAMZED 9 1, 1 1 4-, 16,1-50/ , ,-1 , t --,€=============.====== -----========-----*---il-- ,1-4,3 vio ,f1 11 INTERSECIION - Helping retailers f x J thrive at I.7 ro, P-f'/-·. T"t r..,1. L'.....· 2 i 'c' ·- j ;t.... .:; 1.2 CLIENT: GENERAL NOTE I=ZZ=: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 THIS PLAN IS INTENDED TO BE USED AS A REFERNCE IN CONJUNCTION WITH THE DRAINAGE REPORT. DO NOT USE THIS PLAN FOR BID OR CONSTRUCTION. U 0 30 SCALE: 1"= it 12 TEL: (303) 300-5300 NORTH SHEET TITLE: HISTORIC DRAINAGE MAP SHEET NUMBER: 1 OF 2 LL \ PROPOSED\CONTECH CDS STONMWATER- TREATM DEVIE (EAST) % 5 -Al' i\*ZZI - * ./& j 1 q 161 1 Tri Vt b '4? 1% i \ \ \ A. 1 EX 48" STORM SEWER-/ \ | Et 36" STORM SEW* '11 1 1 11 1 -INSTALL INSER-r-IrEE TO TIE EX. ROCIF DRAINS (2) TO E)1. STORM SEWER I _-,=FX-124" STORM_SEWEA -1 REGENCY CENTERS APPLEWOOD SHOPPING CENTER CITY OF WHEAT RIDGE, STATE OF COLORADO 38TH & YOUNGFIELD 1ill_12 Il j 1 I ...4 -1.[-2 ..33 ,» /1: " * ·! B .\flk'fff 1 -•Dlt 3441 :.·ll ATION O 04 1 C *43 NG EXISTING 1-€......9ARTKING SOOPERS C 11 2\079 p.75/:1 ·· ..1ART\-I NOT A PART C 1 , C 1 E A PORTION OF LOT 1 1 -..1 DPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION 1 114 FILING NO. 2 1 1 22.94 ACRES m m ..1411-«3>37.3 \-1 fi - :.- ....:1 1 / *.-lxiar-& 52 ,EXISTING\/6/ C \EXISTING-- -PAK'PiG TO-ll/RKING TOr 01\ 1»5/1, /\IrilREME- \Di:1.1 4* \*MAIN 2 431 H 19 A, m / j bl- -_1-·. \ I ->1 1 /\\1 \6 ;-m .-1 0- A .A-6 '9+444* -i .1 1.. ,/--<22:r A-7 I .2.160.8 r 3.37|0.8./ 1 -2 24" IRRIGATIONF EXISTING tl·';2LI t - 0 .' 1 \- :-·4 - SHOPS -4. 9 14. I NOT A PART 4=4.314 - 15" STORM ISEWER 4 .5 1 JR EX. 24" IRRIG LINE EX (2) 18" STORM SEWERS EXISTII n PETSM, NOT A P EXISTING VACANT WALMARTX 48" STORM SEWERE EX. FF EL. = 5507.20 Aj F55 10.79 @.29|0.75 m \ 2 0-1 m I j "\ 1.11 0.33 9- I PR. 4.0 FOOT 0VALLEY PAN 439- 3.43 3 4 1 t i EX. 24" STORM SEWER /1 i A-4 -- -A-5 0.89 0.77 i 2.160.82 2.59 0.83PR. 4.0 FOOT VALLEY PAN EX. 36"\F UPR. STORM E>1 STORM SEWER 1/INLET AND -7EX. 30" STORM SEWER 4:r PR. STORM 11 STORM SEWER INLET AN 0 STORM SEWER ti , 40 Lft f PROPOSED CONTECH EX 48" u DS STORMWATER STOR TREATMENT DEVICE (WEST) / dSEWER L f PR. STORM j 4 INLET AND ' - STORM SEWER j PR. STORM w 1 >b 1t INLET AN tlSTORM SEWER i 4j ]A»A-2 4 4 t EX 48"0.32 0.74 STORM SEWER .. 1:t i. \2.79 10.75 F 1? ./ AREA (ACRES) 7- 4 59 x V\ n /1 r K.Fl 11 41 '\43• "ft VE fk f iN 47.El LEGEND - - - - R.O.W. / PROPERTY LINE -- EXISTING TO REMAIN - PROP. CURB AND GUTTER -- ----- 7512-- ----- EXIST. CONTOUR -351_2- PROP. CONTOUR •===-=--=• BASIN BOUNDARY FLOW ARROW A DESIGN POINT '\, BASIN ID < 1.0 | 0.8 5-YEAR RUNOFF \¤_000/ COEFFICIENT Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 10/19/2017 BY: JGS 1 1 -.U - I.DESCRIPTION: ISSUE FORCONCEPTREVIEW 1 mi/NO.: 2 DATE: BY: -3>·fl___ I ! ]5 - DESCRIPTION:GC6 = 0 -44(-?13? de#:fA, 1 7 1 4/J le.- .NX.\Al NO.: 3 DATE: -BY: -1011-J &(45£*v DESCRIPTION: -I.Il--til/ELLA t.'51 i **,;#',h.*,;*,VYA NO.: 4 DATE: -BY: - DESCRIPTION: -EXISTING : f».211, ..5..1.34 ,11111711 SHOPS P31 NO.: 5 DATE: -BY: f 75 <>441 NOT APART -\-h- .. DESCRIPTION: - NO.: 6 DATE: -BY: - 4 DESCRIPTION: - i // ---_.4 IF /1 1 LIEL/1/ 34 -V---4.i. 1 1 N#di ........ ===miwi = = --- EX 18'3 4 __DATE:SCALE:92.\ E¥131.ING/ 112 USTORM SEWER ---- -_--_EXISTING BUILDING tl-' · -3 4> 1 1 f 25 » L 9 ¥53X PARKINd'TB _ 4,REAlk-''%&2 1 i._-thll::i tx 10/19/2017 1" = 60'QDOBA /3....:,x 11 9 111 Itt.1%EXISTING 1-1 f 1-:2 -E\> -1 1 - 11 -\,Rt, \ 1 04· 4 -FUTURE DEVELO MAT. FIRM 4... ). \- lul f 1 1 E... 1 --11, t·1 BANK N !/741 1 F 3 4 -ILI-EL .-I-HI F ' 1\, | ix Q--i-]Ir;· NOT A PART .Av .W09.2 42. , / /\ ,+H1 PROJECT MANAGER:PROJECTNO.: NOT A PART A-4-- - + 41\ . 36»->1»»»»»34%\.\\\\\\\19\\\\\\\»«-14714> ,*,Ce I .4-- DRAWN BY:DRAWING FILE: - NOT A PART, 2 --- 1· -'\09/ CJ- -DRAINS OFFSITE TO'YOUNGFIELD b,323=Z 14----Ruttz \ IN Hismhic tONbITION - 1 I i.p /g.----U \ m bf--3 1/1 0 f --- a#*4:2412=ZE '_*N- -- --/,,SETEEMBM""34"6--'---//7=662VT- -98--- ---*-i·77 d-i E-JI j ---- 03*a-£=79 2k -L-4=r·-4/-&=rka=-mU==4p=4azLa,/PROJECT: Wi«41. 41 -L APPLEWOOD SHOPPING CENTER-2 e{ 2' r, fin-ZEZIXICELIZ21-ier'=trimm ==-2--'.....9-.---*...1----*......6-,W.-,-,-----'I-----#.... 0- / /- 1/- EXISTING-EXISTING -=-"-' '38TH & YOUNGFIELD /---- --- -DRIVE«- -DRIVE - -7»-- ,WHEAT RIDGE, COLORADOi EXISTING 2 .. /-'i - --*--------*-*---*-.-*.--*---3//L EXIS[- ----%52<&\ SIGNAUIZED ---- YOUNGFI_ELOESTREEL-214-=========-SIGNA IZED 4-4- ---,M INTERSECRON --1--- .1. -*---a*..)/8.¢1 ..... . -X ,1-6 I F.1 -,1- i2-- .----r--=======7 =-=9.-=7--- ---1---- Il - - - - - -Hel]Ding re: Con-, u.1 8- 4--1 - -=1\47 - -- ----4- \N .-----1------1-----,1--- . ,$11 1 7.-T ...%1- - ---- --=- --- -- L.11 1 1'4 i# 4.1 6---e'.-9?ie-t. s<: - 4-*ZEQ#-44*.-#24---w,;a+i,•-41*-6-- -A.-,A,6;.45>&»4";·Ae„.tA.48#.w..I--4--:EEZJJJiTE-*--3--7327-. i 577-=---„r____ X M LU NI®k L,ICE 444 r\ 224 1119 h Ht f ,<ELLL 1 ' :3 1 A-3 02 0.74 49 ./11 7 11.70 10.80 M jlli Cf331- i CIZIZI IC <t4%09 1 INN r.1 T Il: Afdi 24! 5 t 03 -DRIVE- ITERSEION \ i l CLIENT: GENERAL NOTE REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 THIS PLAN IS INTENDED TO BE USED AS A REFERNCE IN CONJUNCTION WITH THE DRAINAGE REPORT. DO NOT USE THIS PLAN FOR BID OR CONSTRUCTION. [Izzi 30 60 120 TEL: (303) 300-5300 NORTH SCALE: 1"= 60'SHEET TITLE: DRAINAGE PLAN SHEETNUMBER: 2 OF 2 TABLE OF CONTENTS 1. INTRODUCTION................. . .... ......... ........ ... .. ..... 1 SITE LOCATION....................,.................. 1 SITE DESCRIPTION......................................................... 2 ,. HISTORIC DRAINAGE SYSTEM.................. .......... ..................... 3 PROPOSED DRAINAGE SYSTEM................................................. 4 HYDRAULIC CRITERIA............................. ....................... 7 WATER QUALITY CRITERIA...... ........ ............ ........ ......... .. 7 Vlll.CONCLUSION........... ............................................. 8 IX.REFERENCES...... ... .... .. . .. ..................................... 8 IL lu V. VI. VII APPENDIX A - FLOODPLAIN AND NRCS DATA APPENDIX B - HYDROLOGICAL CALCULATIONS APPENDIX C - CONTECH CDS HYDRODYNAMIC SEPARATOR DETAILS APPENDIX D - EXISTING STUDIES APPENDIX E - HISTORIC DRAINAGE MAP AND DRAINGE PLAN Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page I 1. INTRODUCTION The purpose of this report is to outline drainage and water quality improvements associated with the redevelopment of the north portion of the Applewood Shopping Center to ensure proposed development is in conformance with City criteria and previous drainage studies. This report has been prepared in accordance with the City of Wheat Ridge Site Drainage Requirements and the Urban Drainage Flood Control District (UDFCD) "Storm Drainage Criteria Manuals, Volumes 1,2, and 3 (USDCM). 11. SITE LOCATION The site is located at the southeast corner of 38th Avenue and Youngfield Street within the City of Wheat Ridge, Colorado. The project is situated within a portion of Lot 1, Applewood Village Shopping Center Filing No. 2, which is located within the northwest quarter of Section 29, Township 3 South, Range 69 West of the 6th P.M. Adjacent land uses consist of the following: • North: West 38th Avenue • East: Residential Subdivision • South: Commercial Development (Applewood Village Shopping Center) • West: Youngfield Street - -qi' -1 01__13'Cu-68 -](i- 1 1 4 1«L/7 U 1 - Ill L.--1--rZ O/ €* 11, f ri: APPLEWOOD SHOPPING CENTER _1 1 Ff 1 11j '' WUNDAVE NORTH Project Location Map Not to Scale Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 2 111. SITE DESCRIPTION The site is approximately 22.94 acres in size and consists of the north portion of the Applewood Shopping Center, although only approximately 10.91 acres of the site is proposed to be redeveloped at this time. This report analyzes the two main drainage basins within the site that are tributary to the two main storm sewer lines, the west basin being 12.50 acres in the proposed condition and the east basin being 6.42 acres in the proposed condition, as well as basins that drain offsite and are not captured by the onsite storm sewer (3.81 acres in the proposed condition). Existing ground cover includes commercial buildings and associated paved drives, parking lots, and landscaping. A Natural Resource Conservation Service (NRCS) Web Soil Survey for the project area indicates that onsite soils are primarily Denver-Urban Land Complex, which are classified as hydrologic soil group C (see appendix). Runoff generally flows from the south to north with average slopes of approximately 1.0% to 4.0%. According to the FEMA Flood Insurance Rate Map (FIRM) number 08059C0 1 94F, the site lies within Zone "X", or areas determined to be outside of the 0.2% annual chance floodplain (see appendix). There are no known major drainage ways or drainage facilities located within the site. A 24" RCP irrigation pipe (Lee, Stewart, and Eskins Ditch line) crosses through the site diagonally and daylights east of the site, where it continues via open channel flow to the north and east. The irrigation ditch is proposed to remain and is not to be modified as part of this project. There is no known history of flooding associated with the site. The scope of the project is to re-develop an existing vacant Walmart building, which will be converted to a multi-tenant retail building. As part of the project, the front parking field will be re-configured to improve vehicular circulation throughout the existing shopping center. The two existing access points in the north portion of the site are proposed to be relocated, which will require existing grade in the front parking field to be modified up to one to two feet in some areas. With the reconfiguration of the parking field, existing inlets will also need to be re-located and storm sewer will need to be installed to accommodate the new site layout. The existing bus stop at the northwest corner of the site is proposed to be removed and this area is anticipated to be utilized for future development, although no Specific Development Plan or re-plat is proposed for this area at this time. Per City of Wheat Ridge drainage requirements, stormwater treatment devices (Contech CDS Hydrodynamic Separators) are proposed to be installed to provide water quality. Although only approximately 10.91 acres are proposed to be developed at this time, the stormwater quality treatment devices are designed to provide water quality for the entire drainage basins that are tributary to the two existing storm sewer lines, the west basin being 12.50 acres and the east basin being 6.42 acres. It is intended that the stormwater treatment will provide water quality for any future development or re- development within these basins. Future development could include development on the northwest corner of the site (existing bus stop noted above), or re-development of existing buildings or drives within the west or east basins. Final drainage reports or drainage letters would need to be prepared and submitted as part of any future Specific Development Plans associated with any future development as required by the City. Drainage Report - Applewood North 38h and Youngfield City of Wheat Ridge, Colorado Page 3 IV.HISTORIC DRAINAGE SYSTEM Major Basin Description Onsite runoff is captured by inlets within the shopping center, where it is conveyed via storm sewer to the north to a 48" storm sewer within W. 38h Avenue. The 48" storm sewer conveys flows west to Youngfield, and then to the north toward W. 40th Avenue. A previous drainage study was prepared and approved for the storm sewer improvements within Youngfield Street • Hydrology & Hydraulics Report Stormwater Management Plan for the Youngfield Street Improvements, from 38h Avenue to Ward Road, prepared by Felsburg Holt & Ullevig, updated May 23,2006. Per the Felsburg Holt & Ullevig report a diversion structure was installed on the 48" storm sewer line at the W. 40th Avenue and Youngfield intersection. This diversion structure diverts low-flow stormwater events to a water quality pond (Prospect Park Pond) east of the intersection 40th Avenue and Youngfield intersection via an 18" storm sewer. High-flow stormwater events continue north in a 60"storm sewer and ultimately discharge into Clear Creek. Existing Basin Description In the historic condition the site can be divided into two basins (refer to the enclosed Historic Drainage Map). The west basin is tributary to the main storm sewer line in the front parking field of the existing Walmart building. The east basin is tributary to a separate storm sewer line that is located behind the existing Walmart building in the back drive aisle. A previous drainage study was prepared and approved for construction of the two existing storm sewer lines within this site (refer to appendix): • Drainage Report for a portion of Applewood Village Shopping Center 38h and Youngfield Streets, prepared by Colorado Land Consultants, revised November 15, 1994 The west basins (basins H-A- 1, H-A-2, H-A-3, H-A-4, H-A-5, and H-A-6) are approximately 11.97 acres in the historic condition and are comprised of the front parking field, miscellaneous commercial buildings, and associated drive and landscape areas. Runoff from this basin sheet flows to the north at slopes of approximately I % to 4% and is captured by inlets and storm sewer within the development. The west (H-A-) basins are tributary to the existing storm sewer line that flows south to north in the front parking field and discharges to the existing storm sewer within W. 38th Avenue approximately 250 feet east of the W. 38h Avenue and Youngfield intersection. The east basins (basins H-B- 1, H-B-2, H-B-3, and H-B-4) are approximately 6.73 acres in the historic condition and are comprised of the roof areas for the existing Walmart King Soopers, and PetSmart, as well as the back drive aisle and truck dock areas. The east (H-B-) basins drain to the north at slopes of approximately I % to 4% and are captured by inlets and storm sewer within the development. The H-B- Basins are tributary to the existing storm sewer line that flows south to the north within the back drive aisle and discharges to the existing storm sewer within W. 38th Avenue approximately 700 feet east of the W. 38th Avenue and Youngfield intersection. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 4 It should be noted that due to the configuration and capacities of the existing storm sewer infrastructure, it is likely that only a portion of the onsite runoff is captured by the onsite storm sewer, particularly in the major ( 1 00-year) storm event. Runoff that is not captured by the onsite storm system due to limited capacity of the existing inlets and storm sewer is likely conveyed via surface flow to W. 38th Avenue where it is either eventually captured by inlets within W. 38[h Avenue and Youngfield, or continues north via curb and gutter towards Clear Creek. During major storm events where the existing storm infrastructure is completely inundated, a portion of the onsite runoff is also likely captured by the existing Lee, Stewart, and Eskins irrigation ditch line northeast of the site, which exists in an open channel condition. Portions of the site that are not captured by the onsite storm sewer system and sheet flow offsite to W. 38th Avenue and Youngfield Street are designated by basins H-O- 1, H-O-2, and H-O-3 and are comprised of the garden center of the existing Walmart building, commercial buildings, parking, drive and landscape areas. Basins H-O- 1, H-O-2, and H-O-3 total approximately 4.04 acres in size. No disturbance or development is proposed within basin H-O-3 at this time (2.70 acres). V. PROPOSED DRAINAGE SYSTEM The Rational Method was utilized to analyze runoff conditions associated with the proposed development: Rational Method Discharge Equation: Q=CIA • Q = Maximum Rate of Runoff in Cubic Feet per Second (CFS) • C = Runoff Coefficient (Calculated on an individual basin weighted basis utilizing Runoff Coefficients in accordance with Table RO-5, City of Wheat Ridge Site Drainage Requirements • 1 - Rainfall Intensity in Inches per Hour (In/Hr) (Calculated based on individual basin drainage conveyance methods, Time of Concentration and Rainfall Intensity Values in accordance with Figure 5.1, City of Wheat Ridge Site Drainage Requirements). Runoff conditions and the analysis utilized in the preparation of this Report consist of the following design intervals: • Minor Storm: 5-year Storm Event • Major Storm: 1 00-year Storm Event Major Basin Description Proposed storm drainage facilities will be designed to comply with City of Wheat Ridge and UDFCD criteria. In accordance with the criteria, proposed development reduces overall site impervious and maintains historic drainage patterns to the greatest extent possible. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 5 The two main historic basins will be maintained in the proposed condition, and the existing storm sewer system is proposed to remain to the greatest extent possible. The west basins (basins A- 1, A-2, A-3, A-4, A-5, A-6, and A-7) are approximately 12.50 acres and is comprised of the front parking field and a number of smaller retail buildings. The east basins (basins B- 1, B-2, B-3, and B-4) are approximately 6.42 acres and is comprised of the roof areas of the existing Walmart, King Soopers, and PetSmart, as well as the back drive aisle and truck dock areas. Portions of the Site that are not captured by the onsite storm sewer system and sheet flow offsite to W. 38th Avenue and Youngfield Street are designated by basins O- I and O-2 are approximately 3.81 acres in size and are comprised of building, landscape, drive and parking areas. The sub-basins were divided to be consistent with historic drainage patterns. Since no water quality features currently exist onsite, Contech CDS stormwater treatment devices are proposed to be installed on the existing storm sewer to treat runoff prior to it leaving the site. Sub-Basin Description Basin A- 1 Basin A- 1 (0.89 acres, 92% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A- 1 sheet flows to a proposed inlet located in the northwest corner of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-2 Basin A-2 (0.32 acres, 90% impervious) consists of drive and landscape areas in the northwest portion of the site. Basin A-2 sheet flows to a proposed inlet located in the northwest portion of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the Site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-3 Basin A-3 ( 1.02 acres, 90% impervious) consists of a future commercial pad lot. An impervious value of 90% was assumed for this basin. It is assumed that once developed, runoff from Basin A-3 will be routed to the proposed inlet in Basin A-2, where it will continue to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. 8asin A-4 Basin A-4 (2.16 acres, 96% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-4 sheet flows to a proposed inlet located in the northwest corner of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-5 Basin A-5 (2.59 acres, 97% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-5 sheet flows to a proposed inlet located in curb and gutter on the north edge of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 6 the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-6 Basin A-6 (2.16 acres, 95% impervious) consists of parking, drive and landscape areas within the front parking field. No disturbance or re-development is proposed within this basin at this time. Basin A-6 sheet flows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Sub·Basin A-7 Basin A-7 (3.37 acres, 97% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-7 sheet flows north, where it is captured by an existing valley pan. No disturbance or redevelopment is proposed within this basin at this time. The existing valley pan conveys runoff to the north to an existing inlet located in the northeast corner of Basin A-6. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin 8- / Basin B- 1 (0.55 acres, 90% impervious) consists of the north portion of the existing Walmart building. Basin B- I is proposed to be connected via underground roof drain to the existing storm sewer east of the building. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 8-2 Basin B-2 (2.29 acres, 91% impervious) consists of drive, landscape areas, and a portion of the existing Walmart building. Basin B-2 sheet flows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 8-3 Basin B-3 (2.79 acres, 90% impervious) consists of drive, landscape areas, the existing PetSmart building, and a portion of the existing Walmart building. No disturbance or redevelopment is proposed within this basin at this time. Basin B-3 sheet flows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 8-4 Basin B-4 (0.79 acres, 90% impervious) consists of drive and landscape areas and a portion of the Existing King Soopers building. No disturbance or redevelopment is proposed within this basin at this time. Basin B-4 sheet flows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 7 Basin 0- 1 Basin O- 1 (1.11 acres, 37% impervious) consists of parking, drive and landscape areas in the north portion of the site. Basin O- 1 sheet flows offsite to W. 38th Avenue to the north. Basin 0-2 Basin O-2 (2.70 acres, 87% impervious) consists of parking, drive and landscape areas within the front parking field. No disturbance or redevelopment is proposed within this basin at this time. Basin O-2 sheet flows offsite to Youngfield Street to the west. Olfsite Run-on Sub-basins No areas are anticipated to run-on to this site. VI.HYDRAULIC CRITERIA The intent of this Preliminary Drainage Report is to allow the City to review the proposed drainage and water quality concept Detailed hydraulic calculations will be provided with the Final Drainage Report. Flowmaster software will be utilized to analyze new storm sewers. UDFCD UD-Inlet (latest version) spreadsheets will be utilized to analyze new storm inlets. The storm sewer capacity and inlet capacity will utilize design intervals as outlined by the following design storm events: • Minor storm: 5-year storm event • Major storm: 1 00-year storm event VII.WATER OUALITY CRITERIA As part of this development, stormwater treatment devices (Contech CDS Hydrodynamic Separators) are proposed to be installed on the existing storm sewer lines, which will provide water quality for the two major drainage basins that are tributary to each storm sewer line. These water quality treatment devices will provide permanent water quality for the area that is proposed to be redeveloped with this project, as well as any future projects that may occur within the drainage basins. Full stormwater detention is not proposed due to the site's proximity to Clear Creek, the fact that no detention currently exists onsite, and the fact that the project will reduce overall impervious area. West Contech CDS Hydrodynamic Separator A Contech CDS5653- 10 Hydrodynamic Separator is proposed to be installed in the north portion of the site on the west storm sewer line within the front parking field, and will treat runoff for the west basin ( 12.50 acres). This hydrodynamic separator will be designed to treat the water quality storm event. The minor and major storm events will pass through the device untreated. Additional calculations and details on the Contech CDS Hydrodynamic Separators can be found in the index. Flowrates for each storm event are as follows: • Water Quality storm event: 12.15 cfs • 5-year storm event 28.17 cfs • 100-year storm event: 61.9 I cfs Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 8 East Contech CDS Hydrodynamic Separator A Contech CDS4040-8 Hydrodynamic Separator is proposed to be installed in the northeast portion of the site on the east storm sewer line within the back drive aisle, and will treat runoff for the east basin (6.42 acres). This hydrodynamic separator will be designed to treat the water quality storm event. The minor and major storm events will pass through the device untreated. Additional calculations and details on the Contech CDS Hydrodynamic Separators can be found in the index. Flowrates for each storm event are as follows: • Water Quality storm event: 4.94 cfs • 5-year storm event: 12.74 cfs • 100-year storm event: 28.06 cfs VI11.CONCLUSION The proposed development will adhere to the previously prepared drainage studies for this site. The site will convey runoff to tWO proposed stormwater treatment devices, which will provide water quality for the site. In adhering to the previous reports, this site is following the design standards and guidelines as set forth by the City of Wheat Ridge Site Drainage Requirements and the Urban Drainage Flood Control District (UDFCD) Storm Drainage Criteria Manuals. IX.REFERENCES A. City of Wheat Ridge Site Drainage Requirements - Prepared by the City of Wheat Ridge; Dated January, 2017. 8. Drainage Report for a portion of Applewood Village Shopping Center, 38th and Youngfield Streets in the City of Wheat Ridge, CO, Revised November 15,1994, Colorado Land Consultants. C. Hydrology & Hydraulics Report Stormwater Management Plan for the Youngfleld Street /mprovements, from 38m Avenue to Ward Road, Wheat Ridge, CO, Updated May 23,2006, Fellsburg Holt & Ullevig. D. Urban Storm Drainage Criteria Manual, Volume I through Volume 3, current edition, Urban Drainage and Flood Control District. 1 1 1 1 APPENDIX A FLOODPLAIN AND NRCS DATA 1 1 1 1 1 1 1 1 1 1 1 USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties n 2. '2 1,-3 November 13. 2017 701 -J Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www. nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 1 1 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 1 1 1 1 1 I 1 1 1 3 1 1 Contents 1 Preface 2 How Soil Surveys Are Made......5 Soil Mar 8 Soil Mar 9 Legend .10 Map Unit Legend 12 Map Unit Descriptions .12 Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Countipq .14 34-Denver-Urban land complex, 0 to 2 percent slopes.............................14 Referenceq 16 1 1 4 1 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 1 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. I 1 1 1 l 1 1 1 1 Soil Map 1 The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 1 1 1 1 8 Custom Soil Resource Report Soil Map 487810 487870 487930 487990 488050 488110 W 38th Ave 3 famp. LI f V f C 1 0 1 N 4 3 -¥f.tA. Ill Ijlt 4 4 1, 1, t 832 ®80 0 39° 464" N y 46 4 N 39° 4947' N 39° 49 47' N Map Scale: 1:2,450 if printed on A portrait (8.5" x 11") sheet. N ,rlcters 0 35 70 140 210 0 100 200 400 600 Map projedjon: Web Mercator Corner· coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest(AO 1 3 Soil Map Unut Polygons - Soil Map Unit Lines Soll Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravell¥ Spot Landfill A Lava Flow 4, Marsh or swamp ® Mine or Quarry © Miscellaneous Water Perennial Water V Rock Outcrop Saline Spot X Sandy Spot *;. Severely Eroded Spot * Sinkhole D S.de or SIg Sodic Spot Soils Spool Area a Stony Spot a Very Stony Spot Wet Spot &7 Other Special Line Features Water Features Streams and Canals Transportation Rails 0:,/ Interstate Highways *,4 US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1.24,000 Warning Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements Source of Map: Natural Resources Conservation Service Web Soil Survey URL. Coordinate System· Web Mercator (EPSG:3857} Maps froin the Web Soil Survey are based on the Web Mercator projection, which presen/es direction and shape but distorts distance and area. A projection that preserves area. such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required, This product is generated from the USDA-NRCS certified data as of the version date(s) listed below Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas. Jefferson. and Park Counties Survey Area Data Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1 50.000 or larger. Date(s) aerial images were photographed· Jun 10 2014-Aug 21,2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background 10 Custom Soil Resource Report MAP LEGEND MAP INFORMATION imagery displayed on these maps. As a result some minor shifting of map unit boundaries may be evident. 11 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 34 Denver-Urban land complex, 0 23.4 100.0% to 2 percent slopes Totals for Area of Interest 23.4 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 12 Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series.Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases.Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A comp/ex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas.Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 13 Custom Soil Resource Report Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties 34-Denver-Urban land complex, 0 to 2 percent slopes Map Unit Setting National map unit symbol:jpnn Elevation:5,200 to 6,500 feet Mean annual precipitation: 13 to 17 inches Frost-free period: 126 to 142 days Farm/and classification: Not prime farmland Map Unit Composition Denver and similar soils: 65 percent Urban land: 25 percent Minor components: 10 percent Estimates are based on observations. descriptions, and transects of the mapunit. Description of Denver Setting Landform:Alluvial fans, mesas, terraces Down-slope shape: Unear Across-slope shape:Linear Parent material:Alluvium Typical profile Hl - 0 to 6 inches: day loam H2 - 6 to 29 inches: silty clay, clay H2 - 6 to 29 inches:silty clay, clay loam, clay H3 - 29 to 60 inches: H3 - 29 to 60 inches: H3 - 29 to 60 inches: Properties and qualities S/ope: 0 to 2 percent Depth to restrictive feature:More than 80 inches Natural drainage class:Well drained Runoff class:High Capacity of the most limiting layer to transmit water (Ksat)Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile:Very high (about 25.1 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): k Hydrologic Soil Group: C Eco/ogica/ site: Clayey Foothill (R049BY208CO) Other vegetative classification:CLAYEY FOOTHILL (048AY208CO) 14 1 Custom Soil Resource Report 1 Hydric soil rating: No 1 1 1 Description of Urban Land Typical profile Hl - 0 to 6 inches:variable Interpretive groups Land capability classification (irrigated): None spec\f\ed Land capability classification (nonirrigated): Ss Hydric soil rating: No Minor Components Nunn Percent of map unit: 10 percent Hydric soil rating: No 1 1 1 1 1 1 1 1 I 1 1 15 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0,2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11 th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http:Uwww. nrcs. usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdbl 043084 16 1 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCU MENTS/nres142p2_052290.pdf 1 1 1 I 1 1 1 1 1 17 1 VUJ.11112lilli NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 3 SOUTH, RANGE 69 WEST. i la MAP SCALE 1" = 500' !5[500 1000 ----1 FEET I METER:4 U W3 W W I35TH NVIAIA YOUNGFIELD 13 NVBBn lS NVERift 0 PANEL 0194F -71 lilli'l 1,11e 11 FIRM1 1 ellilli FLOOD INSURANCE RATE MAP I'F,IJ SITE D NVIAIA R 34™ Pt 11| 11 21111111 U f 111 liE 1',7-241 1 Ele I 11 111 I g 5451 SERVIC£ JEFFERSON COUNT¥, COLORADO AND INC ORPORATED ARE» PANEL 194 OF 675 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) G21Ikihi CQMMUNiII 11110EB 88NE!@UEE!* JEFFERSONCOUNT 08)8' LAKEVIOOD CIT' OF 0050-5 0194 I WHEAT RIDGE CITY OF 06507»9194 F 1-Kir 4 Z 29 1 65/ 01 liliE lilli11 J INT 111111111'El 11 Imr 1|1||1 Notice to User The Map Number shown below' !|11' - 1,11|| should be used when placing map ordefS, Ihe Community Number shown above should be' 11 rT-£>- 11| used o. insurance applications for the subject1611'1.1. communny 1 54665467 5462 5469 A E 31ST AV 0 U)I ZINNIA VIVIAN ./ ,-5462 4 k 31STW MAPNUMBERlili-==11111 Al d' 11:08059C0194F / MAP REVISED1 lili \Ezzy FEBRUARY 5, 2014 Federal Emerecon Minal:""It *2"": ! 1119*M 54704.0 1 2 Thi s an "te,al com, of a p""of ine above referonced Mood map It was exlacted using F-MIT On-Line Ths mapdoes not rellect changes I trtle Nock For the latest product in/frnation about National Flood Insurance1 Er 1 3 /*1> \%+.or amendments which may have been made subeequent to the date on the E - -7911 7A71 -2 P logiarr, Mood maps check the FEMA Flood Map Store at v,Avw msr fema gov APPENDIX B HYDROLOGICAL CALCULATIONS 11/14/2016 City of Wheat Ridge Time-Intensity-Frequencv Curves Rainfall, Design Storm inches (Based upon NOAA Atlas 14) 2-yr 0.77 5-yr 1.04 100-yr 2.23 Intensity, in/hr Time, minutes 2-yr 5-yr 100-yr O Time - Intensity - Frequency Curves 1 1 2 3 4 i 5 2.6 3.5 7.6 6 2.5 3.4 7.2 1 -2-yr 7 2.4 3.2 6.9 -5-yr 8 2.3 3.1 6.6 i - 100-yr 9 2.2 2.9 6.3 10 2.1 2.8 6.0 11 2.0 2.7 5.8 12 1.9 2.6 5.6 13 1.9 2.5 5.4 -t -- ----It 14 1.8 2.4 5.2 15 1.7 2.4 5.1 16 1.7 2.3 4.9 17 1.6 2.2 4.8 18 1.6 2.2 4.6 19 1.6 2.1 4.5 20 1.5 2.0 4.4 21 1.5 20 4.3 1.la A/ $ 1 23 1.4 1.9 4.1 24 1.4 1.9 4.0 25 1.3 1.8 3.9 26 1.3 1.8 3.8 27 1.3 1.7 3.7 Intensit 28 1.3 1.7 3.6 3 i 29 1.2 1.7 3.6 30 1.2 1.6 3.5 31 1.2 1.6 3.4 32 1.2 1.6 3.4 i i 33 1.1 1.5 3.3 34 1.1 1.5 3.2 35 1.1 1.5 3.2 36 1.1 1.5 3.1 37 1.1 1.4 3.1 38 1.0 1.4 3.0 t 39 1.0 1.4 3.0 40 1.0 1.4 2.9 41 1.0 1.3 2.9 42 1.0 1.3 2.8 43 1.0 1.3 2.8 44 1.0 1.3 2.8 45 0,9 1.3 2.7 46 0.9 1.3 2.7 47 0.9 1.2 2.6 0 5 10 15 20 25 30 35 40 45 50 55 60 48 0.9 1.2 2.6 Time, Minutes 49 0.9 1.2 2.6 50 0.9 1.2 2.5 51 0.9 1.2 2.5 52 0.9 1.2 2.5 53 0.8 1.1 2.4 54 0.8 1.1 2.4 55 0.8 1.1 24 56 0.8 1.1 2.4 57 0.8 11 2.3 58 0.8 1.1 2.3 59 0.8 1.1 2.3 60 0.8 1.1 2.3 32 TABLE RO-5 Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0%0.04 0.15 0.25 0.37 0.44 0.50 5%0.08 0.18 0.28 0.39 0.46 0.52 10%0.11 0.21 0.30 0.41 0.47 0.53 15%0.14 0.24 0.32 0.43 0.49 0.54 20%0.17 0.26 0.34 0.44 0.50 0.55 25%0.20 0.28 0.36 0.46 0.51 0.56 30%0.22 0.30 0.38 0.47 0.52 0.57 35%0.25 0.33 0.40 0.48 0.53 0.57 40%0.28 0.35 0.42 0.50 0.54 0.58 45%0.31 0.37 0.44 0.51 0.55 0.59 50%0.34 0.40 0.46 0.53 0.57 0.60 55%0.37 0.43 0.48 0.55 0.58 0.62 60%0.41 0.46 0.51 0.57 0.60 0.63 65%0.45 0.49 0.54 0.59 0.62 0.65 70%0.49 0.53 0.57 0.62 0.65 0.68 75%0.54 0.58 0.62 0.66 0.68 0.71 80%0.60 0.63 0.66 0.70 0.72 0.74 85%0.66 0.68 0.71 0.75 0.77 0.79 90%0.73 95%0.80 100%0.89 0%0.02 5%0.04 10%0.06 0.75 0.77 0.80 0.82 0.83 0.82 0.84 0.87 0.88 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 0.08 0.15 0.25 0.30 0.35 0.10 0.19 0.28 0.33 0.38 0.14 0.22 0.31 0.36 0.40 15%0.08 0.17 0.25 0.33 0.38 0.42 20%0.12 0.20 0.27 0.35 0.40 0.44 25%0.15 0.22 0.30 0.37 0.41 0.46 30%0.18 0.25 0.32 0.39 0.43 0.47 35%0.20 0.27 0.34 0.41 0.44 0.48 40%0.23 0.30 0.36 0.42 0.46 0.50 45%0.26 0.32 0.38 0.44 0.48 0.51 50%0.29 0.35 0.40 0.46 0.49 0.52 55%0.33 0.38 0.43 0.48 0.51 0.54 60%0.37 0.41 0.46 0.51 0.54 0.56 65%0.41 0.45 0.49 0.54 0.57 0.59 70%0.45 0.49 0.53 0.58 0.60 0.62 75%0.51 0.54 0.58 0.62 0.64 0.66 80%0.57 0.59 0.63 0.66 0.68 0.70 85%0.63 0.66 0.69 0.72 0.73 0.75 90%0.71 0.73 0.75 0.78 0.80 0.81 95%0.79 0.81 0.83 0.85 0.87 0.88 100%0.89 0.90 0.92 0.94 0.95 0.96 35 TABLE RO-5 (CONTINUED) Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0%0.00 0.00 0.05 0.12 0.16 0.20 5%0.00 0.02 0.10 0.16 0.20 0.24 10%0.00 0.06 0.14 0.20 0.24 0.28 15%0.02 0.10 0.17 0.23 0.27 0.30 20%0.06 0.13 0.20 0.26 0.30 0.33 25%0.09 0.16 0.23 0.29 0.32 0.35 30%0.13 0.19 0.25 0.31 0.34 0.37 35%0.16 0.22 0.28 0.33 0.36 0.39 40%0.19 0.25 0.30 0.35 0.38 0.41 45%0.22 0.27 0.33 0.37 0.40 0.43 50%0.25 0.30 0.35 0.40 0.42 0.45 55%0.29 0.33 0.38 0.42 0.45 0.47 60%0.33 0.37 0.41 0.45 0.47 0.50 65%0.37 0.41 0.45 0.49 0.51 0.53 70%0.42 0.45 0.49 0.53 0.54 0.56 75%0.47 0.50 0.54 0.57 0.59 0.61 80%0.54 0.56 0.60 0.63 0.64 0.66 85%0.61 0.63 0.66 0.69 0.70 0.72 90%0.69 0.71 0.73 0.76 0.77 0.79 95%0.78 0.80 0.82 0.84 0.85 0.86 100%0.89 0.90 0.92 0.94 0.95 0.96 36 PROJECT: Applowood Center North Job:Regency - Nonh LOCATION: 38th Youngfield Date January 8,2018 Wheat Ridge, CO Engineer Joe Schiel. PE Reviewed by:Joe Schiel, PE PERCENT IMPERVIOUS VALUES LANDSCAPE (Sandy) 0 PAVING 100 ROOFING 90 FUTURE COMMERCIAL 90 Historic Basins Composite Runoff Coefficients i nd Percent Im ierviousness for Developed Drainage Basils Soil Type C BASIN OVERALL ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100-YEAR % DESIG.AREA AREA AREA Coefl COEFF COEFF.IMPER (st) <sf) (sf) M H-A-1 99,888 2.293 345 3,684 95,859 0.88 0.89 0.95 0.99 H-A-2 48,942 1.124 2,589 4,011 42.342 0.78 0.80 0.87 0.94 H-A·3 53,893 1.237 0 0 53,893 0.89 0.90 0.96 1.00 H-A-4 77.847 1.787 1,415 5.075 71,357 0,83 0.85 0.91 0,98 HA·5 94.247 2.164 4.039 10,492 79.716 0,79 0.81 0.88 0,95 H-A·6 146,626 3.366 3,989 7.662 134.975 0.82 083 0.90 0.97 H.8-1 37,324 0.857 868 27,719 8,737 0.73 0.75 083 0.90 H-8-2 99,607 2.287 1.176 82.575 15.856 0.73 0.75 0.83 0.91 H.B-3 121.747 2.795 2.071 100,980 18,696 0.73 0.75 0.83 0.90 H.8-4 34.345 0.788 593 26.955 6.797 0.73 0.75 0.83 0.90 H -0-1 45.081 1.035 10.450 0 34.631 0.55 0.59 0.72 0.77 H-O-2 12,979 0.298 7,106 0 5,873 0.31 0.37 0,59 045 H-O-3 117.728 2.703 13,478 19,149 85.101 0.67 0.69 0.80 0.87 TOTAL ONSITE 990,254 22.733 48.119 288.302 653.833 0.75 0.77 0.85 0.92 Proposed Basins Composite Runoff Coefficients i nd Percent Im ierviousne is for Develope, 1 Drainage Basil s Soil Type C BASIN OVERALL ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100-YEAR % DESIG.AREA AREA AREA Coe#COEFF.COEFF.IMPER (sf)(sf)(SO A-1 38.595 0.89 3.028 0 A-2 13,962 0.32 1.404 0 A-3 44,588 1.02 4,459 0 (sf) 35.567 0.75 0.77 0.85 0.92 12.558 0.72 0.74 0.82 0.90 40,129 0.72 0.74 0.82 0.90 2.16 4,004 948 89,073 0.80 0.82 089 0.96 2.59 3.277 3,684 105,642 0.82 0.83 0.90 0.97 2.16 4,039 10,493 79,715 0,79 0.81 0.88 0.95 3.37 3.989 7,662 134,975 082 0.83 0.90 0.97 0.55 0 23.985 0 0.73 0.75 0.83 090 2.29 1,176 82,576 15,855 0.73 0.75 0.83 0.91 2.79 2.071 100.980 18.696 0.73 0.75 0.83 0,90 0.79 593 26,955 6.797 0.73 0.75 0.83 0.90 1.11 30.454 0 17.742 0.26 0.33 0.57 0.37 0-2 117.728 270 13.478 19.149 85,101 0.67 0.69 0.80 0.87 TOTAL ONSITE 990254 22.733 711972 276.432 641,850 0.72 0.74 0.82 0,90 A-4 94.025 A-5 112.603 A-6 94.247 A-7 146,626 B-1 23.985 B-2 99,607 B-3 121,747 B-4 34.345 0-1 48.196 Water Quaiity Summary - Total flow to Contech Hydrodynamic Separators (Water Quality Treatment Devices) Soil Type C OVERALL ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100-YEAR % AREA AREA AREA Coelf COEFF.COEFF.IMPER M (so (st) M Total to Contech HDS (West)544.646 12.503 24.200 22.787 497,659 0.80 0.82 0.89 0,95 Total to Contech HDS (East)279,684 6 421 3,840 234,496 41,348 0.73 0.75 0.83 0.90 St,HI#De. AS=@t. UC Al]Polood ':I' 0,/I./ wor/.I .... /01=0: 0 STANDARD FORM SF-1 nME OF CONCENTRATION PROJECT· LOCATION: Applewood Center North 38th Youngfieid Wheat Ridge, CO Project No.: Regency - North Date: January 8,2018 Engineer: Joe Schiel, PE Reviewed by: Joe Schiet PE Tc=Ti+Tt INITIAL/OVERLAND TRAVEL TIME FINAL MIN TIME (Ti)(Tt)Tc' TC Sub-Basin Design Area Elevations Dist W Elevations Dist.Slope Conveyance Vel.' Tt' UrbanizedSlope (min)(min Check6No.Point (acres)U/S D/S (ft) (%)(min)U/S ors <ft) (%) Coefficient. C.2 (S)(min) Historical A Basins HDS #1 12.50 0.82 5.518.00 5.51300 357 0.0140 8.67 5.506.95 5.493.26 1029 0.0203 20 2.85 6,02 14 7 10.0 10.0 B Basins HDS #2 6.42 0.75 5,514.00 5.509.50 164 0.0274 5.87 5,503.71 5.492.79 1122 0.0097 20 1.97 9.48 15.3 10.9 10.9 2 T,=0395(1 1-C·)sqrt(L)/S'0 33 f UDFCD Equation 6-3) Froni USDCM Table RO-2 V=C.SQ 5 (Shallow Concentrated Flow Equation} 4. Tt=DN/60 5. Max of TI+Tt or 5 6. UDFCD Equation 6-5 St=k, Del'*.ocate, LLC Np,ewod Non. Dra,lage ./.Dook ,/0018 Raval 0 PROJECT: Applewood Center North Project No.Regency-Nonh LOCATION: 38th Youngfield Date:01/08/18 Wheat Ridge, CO Engineer:Joe Schiel, PE Reviewed by:Joe Schiel, PE Point Rainfall Data . Citv of Wheat Rld"e Water Quality Event = Per Equation 3.1, UDFCD: WQCV = 1,40.910 - 1.19I2 + 0.780 5-year (minor} Event PB = 1.04 inches 100·year (major) Event Ptoo = 2.23 inches DEVELOPED RUNOFF CALCULATIONS RUNOFF COMPUTATIONS (RATIONAL METHOD)Ax C RUNOFF WATER QUALilY 100-YEAR BASIN DESIG.WQCV Tc INTENSITY'COEFFICIENT INTERVAL 5-YEAR INTERVAL INTERVAL (watershed Water 5-year 100-year (cfs) IQIQIQ inches)'(min)Quality (in/hr)(inthr)(acres)2-year 5-year 100-year Water Quality 5-year 100-year (in/tin (in/hr)(cfs)(in/hr)(cfs) Historic Basins H-A-0 0.49 5.00 1.67 353 7.56 2.29 0.88 0.89 0.95 2.01 2.03 2.17 1.67 3.35 353 708 7.56 15.38 H-A-2 0*5.00 1.48 3.53 7.56 1.12 0.78 0.80 0.87 0.87 0.90 0.98 1.48 1.29 3.53 3.08 7.56 6,77 H-A.3 0.50 5.00 1.70 3.53 7.56 1.24 0.89 0.90 0.98 1.10 1.11 1.19 1.70 1.87 3.53 3.88 7.56 8.42 H·A«:0.47 5.00 1.60 3.53 7,56 1,79 0.83 0.85 0.91 1,48 1.51 163 1.60 2.38 3.53 5.23 7,56 11.44 H-A·5 0.44 5.00 1.50 3.53 7.56 2.16 0.79 0.81 0.88 171 1.75 1.90 1.50 2.56 3.53 6.02 7.56 13.23 H.A.6 0.46 5.00 1.58 3.53 7.56 3,37 0.82 0.83 0.90 2.74 2.81 3.04 1.58 4.33 3.53 9.68 7.56 21.22 H-8-1 0.40 5.00 1.37 353 7.56 0.86 0.73 0.75 0.83 0.63 0.64 0.71 1.37 0.86 3.53 2.21 7.56 4.86 H.B.2 041 5.00 1.38 3.53 7.56 2.29 0.73 0.75 0.83 1.67 1.71 1.90 1.38 2.30 353 5.89 7.56 12.97 H-8.3 040 5.00 1.36 3.53 7.56 2.79 0,73 0.75 0.83 204 2,10 2,32 1.36 2.78 3.53 7.20 756 15.86 H*4 041 5.00 137 3.53 7.56 0.79 0.73 0.75 0.83 0.58 0.59 0.65 1.37 0.79 3.53 2.03 7.56 4.47 H-0-1 0.31 5.00 1.05 83 7.56 1.03 0.55 0.59 0.72 0.57 0.61 0.74 1.05 0.60 3.53 201 7.56 4.61 H-O-2 0.19 5.00 0.66 3.53 7.56 0.30 0.31 0.37 0.59 0.09 0.11 018 0.66 0.06 353 0.33 7.56 0.83 H-O-3 0.38 5.00 1.28 3.53 7.56 2.70 067 0.69 0.80 1.82 187 2.15 1.28 2.32 3.53 6.40 7.56 14.14 Proposed Basins A-1 0.42 5.00 1.43 3.53 7.56 0.89 0.75 0.77 0.85 0.67 0.69 0.75 1.43 0.95 3.53 2.35 7.56 5.18 A-2 0.40 500 1.36 3.53 7.56 0.32 072 0.74 0.82 0.23 0.24 0.26 1.36 0.31 3.53 0.81 7.56 1,79 Ad 0.40 5.00 1.36 3.53 7.56 1.02 0.72 0.74 0.82 0.74 0.76 0.84 1.36 1.00 3.53 2.59 7.56 5,72 A-4 0.45 5.00 1.54 3.53 756 2.16 0.80 0.82 0.89 1.73 1.77 1.92 1.54 2.66 3.53 6.09 7.56 13.39 A-5 0.47 5.00 1.58 3.53 7.56 2.59 0.82 0.83 0.90 2.11 2.15 2.33 1.58 3.32 3.53 7.43 7.56 16.29 A-6 0.44 5.00 1.50 3.53 7.56 2.16 0.79 0.81 0.88 1.71 1.75 1.90 1.50 2.56 3.53 6.02 7.56 13.23 A-7 0.46 5.00 1,58 353 7.56 3.37 0.82 0.83 0.90 2.74 2.81 304 158 4.33 3.53 9.68 7.56 21.22 8-1 0,40 5.00 1.36 3.53 7.56 0.55 0.73 0.75 0.83 040 041 0.46 136 0.55 3.53 1.42 7,56 3.12 8-2 0.41 5.00 1.38 3.53 7.56 2.29 073 0.75 0.83 1.67 1.71 1.90 1.38 2.30 3.53 5.89 7.56 12.97 8-3 0.40 5.00 1.36 3.53 7.56 2.79 0.73 0.75 0.83 2.04 2.10 2.32 1.36 2.78 3.53 7.20 7.56 15.86 Fl 0.41 5.00 1.37 3.53 7.56 0.79 0.73 0.75 0.83 0.58 0.59 0.65 1.37 0.79 3.53 2.03 7.56 4.47 0-1 0.17 5.00 058 3.53 7.56 1.11 0.26 0.33 0.57 028 0.37 0.63 068 0.16 3.53 1.00 7.56 2.79 02 0.38 5.00 1.28 3.53 7.56 2.70 0.67 0.69 0.80 1.82 1.87 2.15 1.28 2.32 3.53 6.40 7.56 14.14 Water Quality Summary * Total now to Contech Hydrodynar, Ic: Separaton (Water Quality Treatm, nt Devices) Total to Contech HOS (West}0.45 9.98 1.21 2.82 6.04 12.50 0.80 0.82 0,89 10.00 10.25 11.13 1.21 12.15 2.82 28.17 6.04 61,91 Total to Contech HDS (East)0.401 10.90 1.05 2.72 5.83 6.42 0.73 0.75 0.83 4.69 4.82 5.33 1.05 4,94 2.72 12.74 5.83 28.05 2 Equation 3,1.UDFCO: WOCV = (0.91:'- 1.1912 + 0.781) Equation 5.1,UDFCD: 1= 28.SP/(10*T)0786 Sle,ig Design As,oci210SLLC Applewo. Non. Dra,la, Went>ook 158/2018 Revised: 0 APPENDIX C CONTECH CDS HYDRODYNAMIC SEPARATOR DETAILS CUNTECH ENGINEERED SOLUTIONS HYDRAULIC DESIGN SUMMARY FOR INLINE MODEL CDS5653 EDS The following hydraulic summary supports the design of the CDS model proposed on the APPLEWOOD NORTH project located in WHEAT RIDGE, CO The attached hydraulic calculations supporting the proposed CDS structure's design serve two purposes. 1. To ensure the proposed CDS model will achieve the design treatment capacity under the site-specific hydraulic conditions. The proposed CDS model CDS5653 unit is designed to process a treatment flow of 12.15-cfs. Under the site-specific conditions, the proposed 35-inch tall diversion weir will generate the operational energy necessary to achieve the 12.15-cfs design treatment flow rate. 2. To quantify the hydraulic losses introduced to the conveyance system under peak design conditions. A flow of 67.2-cfs represents the peak discharge generated by the contributing drainage area for a design storm having a 100 year return interval. Under these peak design conditions, all of the 67.2- cfs flow is assumed to be conveyed over the diversion weir. This conservative assumption predicts the worst-case resulting hydraulic condition and preserves the integrity of this calculation even if the structure is not properly maintained. Based on the information provided, the proposed CDS model CDS5653 is predicted to increase the upstream Hydraulic Gradeline (AHGL) by 2.67 ft for the above cited peak design flow. 8HGL = llcos = 2.67 ft The effective headloss coefficient across the proposed CDS model CDS5653 for the 100-year storm event may be estimated as a function of the velocity in the downstream pipe. where, Kcos= CDS Headloss Coefficient: = Hcos / I VU / 2·g ] = 1.63 If a software program is being used to develop the Hydraulic Gradeline (HGL) for the upstream conveyance system, the values listed above for HCDS and/or KCDS can be used as either a headloss factor to be multipled by the downstream velocity head, or input the headloss amount for the proposed CDS model at the corresponding node. Reference: Contech Engineered Solutions CDS Design - Ver 2.2 NTECH21/ ENGINEERED SOLUTIONS INLINE HYDRAULIC CALCULATIONS APPLEWOOD NORTH WHEAT RIDGE, CO 576620-10 14/99/2017ebs DESIGN PARAMETERS CDS Model No. = CDS5653 Design Treatment Flow =12.2 cfs Peak Design Flow =67.20 cfs Peak Design Return Interval =100 year Rim Elevation @ US Structure 5502.78 ft DETAILED CALCULATIONS TREATMENT FLOW Tailwater Condition at Outfall, ELo ELo = 5,493.55 ft (invert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl 111 = k *[V2/(2*g)] where, k = 1.00 V=Q/AF = 8.60 fps hl =1.15 ft CUL-1 - CLO + Ill = 5494.70 ft Head Loss Through Downstream Pipe, h2 Friction Losses, h, h2 = SEGL * L where, L = 20.61 ft SEGL =[(Q *n)/(1.49 *Ap * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0165 fUft n = 0.013 Flow Characteristics dF = 0.76 ft AF = 1.41 sf Pwl 3.17 ft R = 0.45 ft Page 1 of 5 Head Loss Through Downstream Pipe, h2 (cont.'d) SEGL = 0.01655 ft/ft h2 = 0.3410 ft EGL' = EGLi + h2 = 5495.04 ft 11/22/2017 Check Entrance Condition for Critical Depth Control ELCDS]nv = 5493.13 ft dc = 1.11 ft 2EGLe = ELCDS Inv + dc + Adc = 5494.65 ft / (2*g) Identify Controling EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5494.65 ft Re-entry Loss into DownStream Pipe, h3 h3 - k'[V2/ (2*g)] where, k = 0.20 V=Q/A = 5.10 fps (area based on critical depth) h3.0.08 ft EGL3' = EGL2 + h3 = 5494.73 ft Oil Baffle Loss, h4 h4=k*[V2/ (2*g)] where, k = 1.00 Asaffle = 22.80 sf V=Q/ Abaffle = 0.53 fps h4 = 0.0044 ft CUL4 = tuL3 + n4 = 5494.73 ft Check Standard Weir Elevation HLCDS -1.05 ft ELw' = EGL4 + HLCDS = 5495.78 ft Hw' = ELw' - ELCDS INV = 2.65 ft, or 31.82 in Std. Weir Height =35.0 in Status OK Use HW = 35 in, or 2.92 ft ELW = ELCDS INV. + HW = 5496.05 ft Page 2 of 5 PEAK CONVEYANCE FLOW Tailwater Condition at Outfall, ELo ELo = 5,494.79 ft (Invert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl hi=k*[V2/ (2*g)] 11/22/2017 where, k = 1.00 V=Q/AF 13.45 fps hl = 2.81 ft EGL1 = ELo + hl = 5497.60 ft Head Loss Through Downstream Pipe, h2 Friction Losses, hg h2 = SEGL * L where, L = 20.61 ft SEGL - [ (Q * n) / (1.49 * AF * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0165 ft/ft n = 0.013 Flow Characteristics dn = 2.00 ft AF = 5.00 sf Pw.5.73 ft R = 0.87 ft SEGL = 0.0165 ft / ft h2 = 0.34 ft EGL; = EGLi + h2 = 5497.94 ft Check Entrance Condition for Critical Depth Control ELCDS Inv = 5493.13 ft dc = EGLC = 2.61 ft El-cDS Inv + dc + vdc2 5497.39 ft /(2*g) IdentifY Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5497.39 ft Re-entry Loss into DownStream Pipe, h3 Page 3 of 5 h3 = k*[V2/ (2*g) ]11/22/2017 where, k = 0.20 V=Q/AF = 10.28 fps (area based on critical depth) h3 =0.33 ft EGL3 = EGL2 + h3 = 5497.71 ft Oil Baffle Loss, h4 h4=k*[ V2/(2*g) ] where, k = 0.00 (Skirted-baffle model) ABame = 22.80 sf V=Q/ ABame = 2.95 fps h4 =0.00 ft EGL4 = EGL3 + h4 = 5497.71 ft HGL,l = EGI-4 - [ Vp' / (2*g) ] = 5496.07 ft Head over Diversion Weir, h5 Elevation of Weir ELWeir = 5496.05 ft (established above) Headloss for Free Discharge Condition h5a= [Q/(C * L)]2/3 where, C = 3.1 L = 8.00 ft hi = 1.94 ft EGL5a = El-Ver + hsa = 5497.99 ft Headloss for Submerged Condition dsub =0.02 ft (depth of submergence) h5b = 1.92 ft (separate submerged weir calc.) EGL5b = EGL4 + h5b = 5499.64 ft Identifv EGL U/S of Weir The discharge condition is Submerged , therefore EGL5 5499.64 ft Page 4 of 5 Expansion Loss from U/S Pipe, h6 11/22/2017 h6 = k*[V2/ (2*g) ] where, k = 0.30 V=Q/AF = 9.51 fps h6 -0.42 ft EGL6 = EGL5 + h6 = 5500.06 ft Head Loss Through Upstream Pipe, h7 Friction Losses, h7 h7 = SEGL * L where, L = 78.97 ft SEGL - I (Q *n)/(1.49 *Ap * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE - 0.0180 ft/ft n = 0.013 Flow Characteristics dn = 3.00 ft AF = 7.07 sf Pw I 9.42 ft R = 0.75 ft SEGL = 0.0101 ft/ft h7 = 0.80 ft EGL£ = EGL6 + h7 = 5500.86 ft Check Entrance Condition for Critical Depth Control ELU/S Inv = 5494.55 ft dc = 2.61 ft EGLc = ELCDS Inv + dc + Vdc2 = 5498.81 ft /(2*g) Identify Controlinq EGL Friction based EGL controls. EGL7 = 5500.86 ft HGI_7 = EGL7 - [ \/2 / (2*g) ] = 5499.45 ft Freeboard =3.33 ft (at first upstream structure) Page 5 of 5 Crid,#NTECH ENGINEERED SOLUTIONS HYDRAULIC PROFILE APPLEWOOD NORTH WHEAT RIDGE, CO 576620-10 €6$ UPSTREAM CDS DOWNSTREAM STORM STORMWATER STORM STRUCTURE TREATMENT DEVICE STRUCTURE h Ill liz El 0/9 PIPF nATA DIAMETER 36 IN MANNING COEFF 1213 SLOPE. 0,018 FT/FT LENGTH: 78.97 FT h! 920*9 j fVS PIPF DATA DIAMETER 36 IN MANNING COEFF. · 0.013 SLOPE·. 0.0165 FT/FT LENGTH 20.61 FT Et. 5.494.79-5&21 - RETURN INTERVAL. 100 YRS =JL U/S STRUCTURE DATA RIM EL . 5502.78 INV. EL. 5494.55 FREEBOARD 121.ET- \0 ptl Ele AT 10 Flow 5.493.55 D/S STRUCTURE DATA INV. EL 5492.781 CDS STRUCTURE DATA RIM EL.. 5500.26 Treatment Flow Peak Conveyance Flow INLET INV. EL.: 5493.13 (12.15 cfs)(67.2 cfs) OUTLET INV EL.. 5493.23 Location h [ft]EGL h [ft!EGL 0 -5.493.55 -5,494.79 5194.70 - 2.81 ---54976b -6494.65 -6.34--5497.39 -549473- Of.33 ---5497,71 5494.73 0.00 5497.71 - 1.92 5499.64 0.42 660 os Calculated by: -0.80 5500.86 1 1,15 -2- 0.54 3 0.08 4 0.00 5 6 11 111 14NTECH ENGINEERED SOLUTIONS HYDRAULIC DESIGN SUMMARY FOR INLINE MODEL CDS4040 e.s The following hydraulic summary supports the design of the CDS model proposed on the APPLEWOOD NORTH project located in WHEAT RIDGE, CO . The attached hydraulic calculations supporting the proposed CDS structure's design serve two purposes. 1. To ensure the proposed CDS model will achieve the design treatment capacity under the site- specific hydraulic conditions. The proposed CDS model CDS4040 unit is designed to process a treatment flow of 4.94-cfs. Under the site-specific conditions, the proposed 26-inch tall diversion weir will generate the operational energy necessary to achieve the 4.94-cfs design treatment flow rate. 2. To quantify the hydraulic losses introduced to the conveyance system under peak design conditions. A flow of 28.06-cfs represents the peak discharge generated by the contributing drainage area for a design storm having a 100 year return interval. Under these peak design conditions, all of the 28.06-cfs flow is assumed to be conveyed over the diversion weir. This conservative assumption predicts the worst-case resulting hydraulic condition and preserves the integrity of this calculation even if the structure is not properly maintained. Based on the information provided, the proposed CDS model CDS4040 is predicted to increase the upstream Hydraulic Gradeline (AHGL) by 1.55 ft for the above cited peak design flow. AHGL = Hcos = 1,55 ft The effective headloss coefficient across the proposed CDS model CDS4040 for the 100-year storm event may be estimated as a function of the velocity in the downstream pipe. where, KcDS = CDS Headloss Coefficient: = Hcos / [ Vi/s2 / 2·g ] = 2.13 If a software program is being used to develop the Hydraulic Gradeline (HGL) for the upstream conveyance system, the values listed above for HCDS and/or KCDS can be used as either a headloss factor to be multipled by the downstream velocity head, or input the headloss amount for the proposed CDS model at the corresponding node. Reference: Contech Engineered Solutions CDS Design - Ver 2.2 ONTECH ENGINEERED SOLUTIONS DESIGN PARAMETERS 1/1 /7/9 018INLINECODSHYDRAULIC CALCULATIONS APPLEWOOD NORTH WHEAT RIDGE, CO 576620-20 CDS Model No. = CDS4040 Design Treatment Flow =4.9 cfs Peak Design Flow =28.06 cfs Peak Design Return Interval =100 year Rim Elevation @ US Structure 5500.79 ft DETAILED CALCULATIONS TREATMENT FLOW Tailwater Condition at Outfall, ELo ELo = 5,493.91 ft (invert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl h1=k'[V2/ (2*g)] where, k = 1.00 V=Q/AF = 4.43 fps hl =0.30 ft t=UL-1 - ELo + fli = 5494.21 ft Head Loss Through Downstream Pipe, h2 Friction Losses, h7 h2 = SEGL * L where, L = 88.6 ft SEGE =[(Q *n)/(1.49 *Ap * R233) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0053 ft/ft n = 0.013 Flow Characteristics dp= 0.65 ft Ap = 1.12 sf Pw I 2.89 ft R = 0.39 ft Page 1 of 5 Head Loss Through Downstream Pipe, h2 (cont.'d)1/10/2018 SEGL 0.00532 ft / ft h2 = 0.4711 ft EGL' = EGLi + h2 = 5494.68 ft Check Entrance Condition for Critical Depth Control ELCDS Inv = 5493.73 ft dc = 0.71 ft EGLe = ELCDS Inv + dc + Vdc2 = 5494.67 ft /(2*g) Identifv Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5494.67 ft Re-entry Loss into DownStream Pipe, h3 h3 = k*[V2/ (2*g) ] where, k = 0.20 V=Q/A = 3.87 fps (area based on critical depth) h3 -0.05 ft EGL3' = EGL2 + h3 = 5494.72 ft Oil Baffle Loss, h4 h4 = k*[V2/ (2*g) ] where, k = 1.00 ABame = 8.80 sf V=Q/ Abaffle = 0.56 fps h4 = 0.0049 ft CUL# = tuL3 + n4 = 5494.72 ft Check Standard Weir Elevation HI_cDS -0.75 ft ELw' = EGL4 + HLCDS = 5495.47 ft Hw' = ELW' - ELCDS INV = 1.74 ft, or 20.92 in Std. Weir Height =26.0 in Status OK Use HW = 26 in, or 2.17 ft ELw = ELCDS INV + Hw = 5495.90 ft Page 2 of 5 PEAK CONVEYANCE FLOW Tailwater Condition at Outfall, ELo ELo = 5,494.89 ft tivert plus depth of flow at D/S outlet) 1/10/2018 Exit Loss from DownStream Pipe, hl h1= k*[ V2/(2*g) 1 where, k = 1.00 V=Q/AF = 7.13 fps 0.79 ft EGL1 = ELo + hl = 5495.68 ft Head Loss Through Downstream Pipe, h2 Friction Losses, ho h2 = SEGL * L where, L = 88.6 ft SEGL = I (Q * n) / (1.49 * AF * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE 0.0053 fUft n = 0.013 Flow Characteristics dn = 1.63 ft Ap = 3.93 sf Pw I 4.98 ft R = 0.79 ft SEGL 0.0053 ft / ft h2 = 0.47 ft EGL2' = EGL1 + h2 = 5496.15 ft Check Entrance Condition for Critical Depth Control ELCDS Inv = 5493.73 ft dc = 1.69 ft EGLc = ELCDS Inv + dc + Vdc2 = 5496.15 ft / (2*g) Identify Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5496.15 ft Page 3 of 5 Re-entry Loss into DownStream Pipe, h3 1/10/2018 h3 = k*[V2/ (2*g) ] where, k = 0.20 V=Q/AF = 6.84 fps (area based on critical depth) h3 -0.15 ft EGL3 = EGL2 + h3 = 5496.29 ft Oil Baffle Loss, h4 h4 = k'[V2/ (2*g)] where, k = 0.00 (Skirted-baffle model) ABame = 8.80 sf V =Q/ABaftle = 3.19 fps h4 =0.00 ft EGL4 = EGL3 + h4 = 5496.29 ft HGL4 = EGI-4 - [ Vp' / (2*g) ] = 5495.57 ft Head over Diversion Weir, h5 Elevation of Weir ELWeir = 5495.90 ft (established above) Headloss for Free Discharge Condition h5a=[Q/(C*L)]2/3 where, C = 3.1 L = 4.00 ft hs = 1.72 ft EGL5a = ELWeir + 115a = 5497.62 ft Headloss for Submerged Condition dsub -0.00 ft (depth of submergence) h5b = 1.72 ft (separate submerged weir calc.) EGL5b = EGL4 + h5b = 5498.02 ft Identify EGL U/S of Weir The discharge condition is Free ,therefore EGL5 -5497.62 ft Page 4 of 5 Expansion Loss from U/S Pipe, h6 1/10/2018 h6 = k*[V/ (2*g) ] where, k = 0.30 V=Q/AF = 3.97 'fps h6 =0.07 ft EGL6 = EGL5 + h6 = 5497.70 ft Head Loss Through Upstream Pipe, h7 Friction Losses, h7 h7 = SEGL * L where, L = 116.8 n SEGL = [ (Q * n) / (1.49 * AF * R2/3 2 where, Pipe Characteristics Dia. = 36 in SpIPE - 0.0044 ft/ft n = 0.013 Flow Characteristics dn = 3.00 ft AF = 7.07 sf Pwl 9.42 ft R = 0.75 ft SEGL = 0.0018 ft / ft h7 = 0.21 ft EGL7' = EGL6 + h7 = 5497.90 ft Check Entrance Condition for Critical Depth Control ELU/S Inv. = 5494.24 ft dc = 1.69 ft EGLe = ELCDS Inv. + dc + \4(2 = 5496.66 ft /(2*g) Identifv Controlinq EGL Friction based EGL controls. EGL7- 5497.90 ft HGI-7 = EGI.7 - [ \/2 / (2*g) ] = 5497.66 ft Freeboard =3.13 ft (at first upstream structure) Page 5 of 5 CONTECH ENGINEERED SOLUTIONS HYDRAULIC PROFILE APPLEWOOD NORTH WHEAT RIDGE, CO 576620-20 UPSTREAM STORM STRUCTURE CDS STORMWATER TREATMENT DEVICE DOWNSTREAM STORM STRUCTURE h5 h5 h4 h3 r i \A 1 1/S PIPF nATA DIAMETER 211__ MANNINGCOEFF 2-212 SLOPE 0 0044 FT/FT LENGTH 116 8 FT - I - n/S PIPF nATA DIAMETER 36 IN MANNING COEFF 0 013 SLOPE 0 0053 FT/FT 93_.... -= .ZZ_LENGTH 88.6 FT . EU 5.494.89 - · RETURN INTERVAL 100 YRL - --X-- 24%42 UHS STRUCTURE DATA tz) €)/RIM EL 5500.79 INV EL 22942! FREEBOARD 3.13 FT (i) -f!=91 G Etc AT WQ FLOW 5.493 917 D/S STRUCTURE DATA INV EL 5493.26[ CDS STRUCTURE DATA RIM EL 5499 31 Treatment Flow Peak Conveyance Flow INLET INV EL 5493.73 (494 Us)(28 06 cfs, OUTLET INV EL 5493 33 Location h 01 EGL h ift]EGL 549489 5495.68 549615 5496,29 5496.29 5497.62 5497.70 Calculated by· -XX/XX/XX 7 0 21 5497 90 0 5.493.91 1 0.30 5494.21 0.79 2 0.47 549467 0 47 3 0.05 5494.72 015 4 0.00 549472 000 5 1 72 6 007 1 1 1 1 1 1 APPENDIX D EXISTING STUDIES 1 1 1 1 1 1 1 1 1 8480 E. Orchard Road Suite 2000 Englewood, Colorado 80111 (303) 770-5600 FAX (303) 770-2349 Colorado . Land ,- .r·· 11=1 L Consultants, Inc.-im •I- Planning/Engineering/Land Surveying Landscape Architecture DRA[NAGE REPORT for a portion of APPLEWOOD VILLAGE SHOPPING CENTER 38th and Youngfield Streets in the City of Wheat Ridge, Colorado Revised November 15, 1994 ULA le f An affiliate of Civil Land Consultants, Inc. DRAINAGE REPORT for a portion of APPLEWOOD VILLAGE SHOPPING CENTER 38th and Youngfield Streets in the City of Wheat Ridge, Colorado Revised November 15, 1994 1. INTRODUCTION, LOCATION AND DESCRIPTION Apple wood Village Shopping.Center is an existing commercial shopping centerlocated east of Youngfield Street between 32nd and 38th Avenues in the City ofWheat Ridge. The 30 acre Planned Commerical Development is bounded on the east by residential development See attached Drainage Map. The site is presently fully developed and has been a commercial center for someyears past Approximately 90% of the center is covered by buildings and asphait.Existing storm runoff "system" consists almost entirely of surface flow to adjacentstreets and irrigation ditches. Offsite runoff onto the Shopping Center is negligible,though there are existing irrigation pipes crossing the property from west to east. 11. DRAINAGE CONCEPTS The City of Wheat Ridge has budgeted funds to design and construct stormdrainage facilities in 38th Avenue. The purpose of this drainage study was toanalyze and design drainage faciiities that would intercept on-site surface flows andconduct them via storm drain system to the proposed storm sewer pipe in 38thAvenue. This system shall be plugged, causing storm flow to well out of the lowest inlet until the City completes the 38th Avenue system. 111. DRAINAGE STUDY METHODOLOGY The design approach utilized the URBAN DRAINAGE AND FLOOD CONTROLDISTRICT Urban Storm Drainage·Criteria Manual. The system was sized forthelaa earstorm-based on Rational Method calculations. W. DRAINAGE STUDY NARRATIVE Refer to Drainage Map, topography of which delineates which portions of the sitehistorically flow to the north and thence to 38th Avenue. This watershed itselfconsists of two sub-areas - the area to the west of existing buildings and the areaconsisting mainly of building roofs and service drive. A storm drain system uti[izing grated and combination inlets and storm drain pipewas designed for each of the two areas, each of which has an outlet into the proposed storm drain pipe in 38th Avenue. -- APPLEWOOD VILLAGE DRAINAGE REPORT Page 2 In order to minimize disruption/demolition of existing parking lot, the iniets for Area A (the upstream end of the new system) are placed at the southern portion of the Wai-Mart parking lot Two existing small iniets that currently divert some on-site flows into a 24" irrigation pipe are to be replaced with manholes. Curbing and inlets will be constructed to eliminate storm flow into the irrigation system. V. CONCLUSIONS The proposed system will adequately intercept storm runoff that historically surface-flowed onto 38th Avenue, and carry the runoff through underground pipe into the proposed City stor sewer in 38th Avenue..Au",411117/'4444/REG/St»Prepared by:4 07.litiT 43<* 1%/95'FA <9 44,?r- 95'k*»A=28 11 :32B?yan i€'Paddack, P.E.3,JokE"..,#r·5*y'99Project Engineer 4 w 1570 N AM t. 04//4/,071111 ; Ilit,20 Reviewed by: +put.am»tu--Cu.«0 Kurt D Mahnken, P.E. Director of Engineering For and on behalf of Colorado Land Consultants, Inc. 8480 E. Orchard Road Suite 2000 Englewood, Colorado 80111 (303) 77*5600 FAX (303) 770-2349 r 1-- 12 Colorado Land Consultants, Inc. 0-gl7 11 - i. E - * Planning/Engineering/Land Surveying Landscape Architecture Project: W k Set R-ds e W= 1 M ,el-Date·. I \ 114 /94 I . rain a.4 e ,:lilli.,1 ':. 1 ..:[ 1 11 ; 1bi + tin-4- ...,._111'1!1111"lit ··1·il,1 11 t''fit!'!Ill!!1 1!11#'1'!IN;!·. 'i!i:'fl:1 -:.:irt!!22,5 11 ''!11:·':: \3604 -34€ick.tut-MA#64 »116*2100.47#-.2**02*cow- 2kkic;cf«tbor-*uy_Izz-zplka-4€41 462-z*4r-Atin--p-ib« r-NIE- 27,mirl .Ecyu).. .:._1.-_ 4li 'l )6'¢ 8-8.3-11=KC+43'41-·Ff¢fL-6-A.trdA).-30 CE« 2-32-31237 -.-2 -2-Li Fi bjfko.eckdohi#:hz«7T--Urr ZEJ;I:ZIN..3.Fr .i 1404-k_-4-4-rrudmic_LfdoPE-11421€-52)0-1-0€Cy i.fzlil:; --9.4 9<) TA'torfEZZE.'iII ILIZACUCE:VES.DREPT]MUM-'17<222 F©RUCURBI.1.MLI=1-2- FERED RMANCE';.'-1;i (23«=3ro,N.cki k)iONEL.-.479:*LCYARE-A-:-1..27-_._-_ _.2--I z.u.I'24-9-6)25prall[.1 6447j)'4474-owE--Liki red fky_A:u»-iwijo -Hj.riz-2: i 41#9&*492. FADES*EE-R·3.-2025uiles>u- i.=..spiJ_L :z·r.s1 1 ' 1 0 1 1 I .# --7 -1-1-2 i ' 1 f : 1 1 , 6 144-41--43 -torr44 'u*Nck/pke prliT£LciN-rz9thzkety.72EjTRieI='i : t i i i I i 9'ACGZJiomzmaNsrrucELQHLB¢*/hbQ_-cuiE-:" --i---- --i · ---- - -·-7-7 - -1i 1 1 : 1 1 1 l i l i1 1 iii#'ll-Ittlift;':lit:ill:lit:!' :!il:lit 'illiti.:3.-; .1..·j;!iiI.1 .'.1 1*EUL<JH :.11:;!lititillit:1 iJ:M'Imilliliz.ii}lilil;i.i!1511 1;ii'11• 1 11/1 litt;:!11'i!1!!!! 'li : t. iill' i il PLACEL-I# 2.TRE-»25*El©-2Al]U .r.76)11"--9.941&43--cAPit:.frk-VANEOL.d' ;';;El GRArdrls .ti.-2 5/N,31*rkkA) AN =GRA'132_5-_-413-3 35.9.-224550£EJ-Z-j:. I IN'Te*CEPT/a,47-272*!-Ar-5-0-$578 F-MKNUFKCTOREKs-RATE,4.4-M£ r i-----iyEE-.-A TrACHEEID yPC=--SUNE€7--- FOR -CONCE-,372. -Lari-ECoA,5.30-2- --7-*'i--r- kth----FLA N.5 IFE€.CroDE-TA.ju-5. 1 ........1-- ......, .-,11.--* . -1-W-, . . ---0.......... 1.............. ilittl:·|111!' 1 1 '01 III 1 1:;'11, 'li''111'1!i 1;Ill il·:;Ii;..Etcdz.0.-tr11'4!i't| ill|i'|11 i!!I!1'! 1 1•1' f:i'ill ··:'lill 1 1!:filii, . :,; 1 i.·1 1 1·1111 '11.:!t / 1 1 111 i ' lilit I i 'i i 1 + i ; i I 1 1 1 I.[ i I i I i T , i 1' i 1; : : J .i ' .' : 5 i ! i I i ':i: fijti l' : ! 1|;i'!,Ill '!lie'lt: 11111'ill 1 . 1:'·•'·iit···-1,1 '·4;'''Ii,iii.,ti 1,11 t·!'1 11!I'lili'i'' ' : Iii 1 , t,/1 1)It'/Il Ilifil':!l'!,l:''Ii ' i '::' Ii,Ki#til!1- ':Ii: 1 i / i i , , : ! ; 1 2 1 411 lilli 1 1111'11 'vitil,,1 ;!lill<*2 ifi:i.1 1':itiler ili'' s It,)11111 11,1111,1 1,1;:111: Iii, 1 'til i.' 3,:·iii; i'lll'Hir &'1'Hi!! li!'11'111.fit!.!ill '!; 1!;'i,':IIMti 1 1: 1 '| ; | 1 |' f;Iti;I!6 ':i:1!l:El:'; :ili I 1,1 1.'.*11 ii1,·11,1,1 ,11:,,t,11•i,,flili tli?Ili|| ':Illili lisilili,1 : 1:ii'il ; i ' it.·i;.i.:115111 1111'1111 ; '111:11··le'll ir i:'11 Ill '111112:!!/1.:1:1!ti Illit,11 1!!!11111 I 1,ill :11!11'11 11':11'12 1 1:, :lj ':;t 11!·it::11 1! ;':'::! '1!1. '· ti-;,·' Izit 11,/1 1 1·01'LI, 1 ;ii,!17,1 .i .41;1:111 1-| 7 1·-'11|1'Tr ':ti .11:,1 , liti;'31· 1!i,1'·t · I , 1 -- -- -- Page of 8480 E. Orchard Road Suite 2C0C Englewood, Colorado 80111 (303) 77*5600 FAX (303) 770-2349 1 Colorado Land -m-- Consultants, Inc. 449 4 7 Planning/Engineering/Land Surveying Landscape Architecture Uke<-1- Rids=.Project:Date: # f ,1 l94 ittil,!I,?Il;ILill !!:'I,!1 1 !:1. -!11 : 1-4.-4-LUED.i- *ZIC,br==t»*u,4-hutir©-d£4222>·rferp- ra.Get .z:- )7-PRfr*pktf--44 r--¥ -!mzzgjz*tu,0-24zz-kf=1*0*y_9.£- _; _.. , , ,,...'1 "-177 1 /2.--0 iti-2. Li .U,li .I Lut ' .-Bd'J i 1/ --Na:-I·/ -6'-a--re-tnoved-an-kA re-,s·-}<£:6:332,4Fjl-%1443314111%'0439993,-4699Ii;ik) hFUN-l-244.9222A-91 <,kittlka?-47#-,41<42-2*_-t!>*entm-rie 3061°w /,wei-71Clit 2-miL&-2&2<CLIJA·_ex **fff!.24:IX<»55....te _524._Ave;-6-Jenx-42(Inc.a_22-2turdlE_*.42 -wy>-teu.'2**F 22-74* ._jelit..'si-Eg-G-al-wh.... a.ecc+Le, _._ --_1prua-id-atio-n --lm a 97®illie ck.,1.te-1-y,*6-•1, __Col62-2*-£21*;e.5-.74*_ggl..1--2_6 e a.,4_»lc.,-1*+BERa3'-L)*A-4-77[fk.zy, ic..4 _.U.5- to'#Ii)-7=20,*/.17- 1:,11:.':lilli .1,11'.11.;1:i ;, 1 ; !1-4-6--14-T+ *91'-4*-*21-4'.4I Qu · C.1-; ' · :· 1-:.'·11 1. ..!It 1 :'' 1 z lij,i :;: jib-1,XE#F.07--4-20 1-99·-28 *.5-1.1 1 I i :,, : . :c: 5,1 :;11'li,1,liNk#Gu dru-4,44-24412-eU=*96*42 4*A-41}JU29» 190 4->late-; 94-rgle;arcm€ g;7€AthkdO:sp-€8*WIYEveded;-efet-4' •-L I.L -i L j ,Fld)*k*a,-,6-pE,»£,aug.1,..--4-c-Ad*Wickga-l#*gliflj.41.-61.•P er.mt.__:_ t/··.-6-Ecte* 7£h>22:spli-LiE&*En.r:*i,-ec>ZI-D rrier/Tr.223#.ves, : 1.-11,Lrto_li-i*-1,ii-r-ioA.'.' , , :i } + ·Ii 1-r-..., i . i i , i 11111'.11 1 1,!ii''til' lilli'' 1. 1 1 :1 111:!111111/':.':!.1 1·:l : ! ' i:j it'iti,·Di: i:; 1 ..... 1 111 !:'! ti:I .. 1 1 1 . 1.1 1 1 .1.'1 1 'i! 1 1 11 11 1. i ' 1 1 It 11 1 1 1 1 1ill i 1,1,1 .1 111.1 I 111 1/1 1 1 1, 1 111 |liti ?Illill I:11!1!1 1 ·· C-4 ijlt I !-1 i I r.k ! f -i--t i lii i i 11111:1 i ;ill':! ,'llitt, :1 -1 i 1 1 1-i j 11 Ilil 11 1 IM:1 1 1 1 1-1 1 li , 1!:. ; 1 li 1i ' 1 11 f , 1 1 1 f 11 it :1 1 i 1 1 it 1 11 1 1 t $ 1 .I ; i :ilit lilli ti'Tt 'll ! il'!1 :tit '1:11 11:It 11! 1 · 2 li i It '! ! lilii lilli £'ifi t 11 11 1 1 1 i !! 1 ' i t 1 'i11 ,i :. i £ 1 1 .1 1 1 !1.1 -ffI lili,i, 1 1 !1 i ' 1 1 1 1 '!Ii,'!i: ·t I! 1: Page Of - DRAINAGE CRITEP" .,MANUAL 6-3 RUNOFFt Ac r R i 7 AA , r. + 1 2 0 0 L i A t,J -- 7 -t- 10 =- 2-1 *l ;Al 50 30 - 20 10 -5 3 2 1 .5 .1 .2 WATERCOURSE SLOPE IN PERCENT MOGVBW ¥ bal.}Il-C 1 94 4 2. pykE-1-ins. j 4- CS F NATION ·!IE 4 144 4-5-K-*4-i41/ \ .5 1 2 3 5 10 20 VELOCITY [N FEET PER SECOND 7 FIGURE 3-2.ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. * MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical .Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT DRAINAGE CRITFBIA \/1/7. FIGURE 3-1 5-1-84 URBAN DRAINAGE 3 FLOOD MANUAL RUNOFFn ·. l i .j 70#9/ 80 50 931AN \\'Ill / \// 11, i ,,\ 1/ 40 r. 1.1 NI 3'All fik ,- -6 1 - /33%31/- / C»/ .- C= C 90 z:EL 10 0 OVERLAND TIME OF FLOW CURVES 171 CONTROL DISTRICT DISTANCE IN FEET 0 0 0 400 500 300 STANDARD FORM SF- 2 14. 5 TIME OF CONCENTRATION SUBDIVISION Applewood VI- 1196 \ Wheai Rid< e- CACULATED B Y fl-C,DATE 8/4 \94 tc= t,+4SUB-BASIN INITIAL/OVERLAND TRAVEL TIME 4 CHECK FINAL REMARKSDATA .TIME (4) (tt) (URBANIZED BASINS) 4AG: CS AREA LENGTH SLOPE 4 LENGTH SLOPE VEL. tt TOTAL 4 =t/184+IO. LENGTHAc Ff % Min Ft % FPS Min Fl Min Min(21 (31 (41 (51 (61 (7) (8) (9) (10)(11)(12)(13)0. 89 17. ¢ 3 60 0, r 7,-r .-720 7.0 2,0 4.9 Flot /6,3 1. 14'.36,9 9 1 ' 94 *1 0 0 · 2,3 C 5 400 /41- 1,4 2,1 'COO l 2,/6 ·6,14 2,47 {104: C..0 -4 0 5-00 F,0 7,4 2.5-) GOD ( 13,3 2 4,6-1- , .1 ' ,... 4 I 0 49 4,0 760 1,0 It - 1,1 35 0 11 7 zoo i.o ,, 1 0 1 350 11 7 zoo i 494 gdo n €ZoO 1,0 0,94 500 0,7 10 STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA <4,1 11,0 -3 II 1 1 DRAINAGE CRITERIA MANUAL 91 8 7 06 LU 05 0 Z 1 4 Z 3 2 TENSITY RAINFALL 1 0 0 10 20 30 TI ME IN 70 40 50 60 MINUTES FIGURE 5 -1 EXAMPLE 5.2 TIME - INTENSITY - FREQUENCY CURVES T. 3 S., R.66 W. 5-1-84 URBAN DRAINAGE &FLOOD CONTROL DISTRICT t l F.3 INTENSITY/DURATION PROJECT:WA EAT 21-baE WAL- A,(462-7 LOCATION:306 * Took!6FIELb 73 5 R.Gq W DURATION (MIN).5 10 15 30 ..60 FACTOR .29 .45 .57 .79 1.0 2-YEAR: DEPTH @ DURATION INTENSITY (IN/HR) 0,23 0,4-5 0,51 O.79 Ir(DO 3.5 2.1 2.3 1 /68 1,00 5-YEAR: - DEPTH @ DURATION O,42 0'(05 O, 3 3 LIS 1,45 INTENSITY (IN/HR)5,0 3,1 3,3 2.3 1.45 10-YEAR: DEPTH @ DURATION 0149 ©,77 697 b JL*1,70 INTENSITY (IN/HR)5,9 4,0 3,9 2.1 1.70 50-YEAR:0 7 0 ,log 1 r 37 1,10 r40 DEPTH @ DURATION INTENSITY (IN/HR)7-9.4 1 (O,6 5,5 6,8 21·+O 100-YEAR:O,71 1,It ,61 2,09 3.65DEPTH @ DURATION INTENSITY (IN/HR)4,2-Jr L 6,0 4,2- 245 $. REF:UDFCD CRITERIA MANUAL :f533*EN*2945*W·.c;213¥rf-2 1?1@it Elf©fiC.c-k.--in--50.73Ir.PDRAINAGE CRITERIA MANUAL 1:l.).:,042*f-:29032*.:-f,--4#2{ff}5322,36.-C..3 t' 2222 RUI 112·.-1. 7:·P'y·:0·-k-*St-it.*192*:=AN, /3·' 7 ' t. ·: 4:«3.4.: 1-3.9.3.: ·. ·U·41 «.i. 44 44*-r.: ht-44:4 4-4 1 .. f.'..4.. S -6934>1*.5£40.,4. /ff>F- 23%*.?: Al *AS LE -3- i C 4§) - :A. 9-2: -3·:.2,3-R.'. ..7,%:tRFEr*921234%4 5 ··2»,* <,St:Exk::2::TH:SRECOMIENDED RUNOFF COEFFICIENTSAND PERCENT-IMPERVIOUS -63-,5,1.19.X93 ,. LAND USE OR . ' 1<. SURFACE CHARACTERISTICS Business: A I PERCENT . * ff 'I N - ·- IMPERVIOUS - 2 u FREQUENCY ·. -·2 ,». 7'-2. · 10 .b.L'.4 t'-3. .-13 T 35' 100 ,.- Commercial Areas 95 i :. Neighborhood Areas - .'70 Residential: Siogle-Family Multi-Unit (detached) 50 Multi -Unit (attached) 70 1/2 Acre Lot or Larger * Apartments 70 Industrial: Light Areas .80 Heavy Acres 90 Parks, Cemetaries: 7 Playgrounds: 13 Schools: 50 Railroad Yard Areas 40 Undevelooed Areas: Historic Flow Analysis- 2 .. . .87 «.87 3 1 .:88 < 4. f .60 . f .65 .70 .80 .40 .45 .50 .60 .45 .50 .60 .70 .60 .65 .70 .80 .30 .35 .40 .60 .65 .70 .70 .80 .71 .72 .76 .82 .80 .80 .85 .90 .10 .10 .35 .60 .15 .25 .35 .65 1.45 .50 .60 .70 .40 .45 .50 .60 (See "Lawns") Greenbelts, Agricultural Offsite Flow Analysis 45 .43 .47 .55 '.65 (when land use not defined) Streets: Paved 100 .87 .88 .90 .93 Gravel 13 .15 .25 .35 .65 Drive and Walks: 96 .87 .87 -.88 .89 Roofs: 90 .80 .85 · .90 .90 Lawns, Sandy Soil 0 .00 .01 .05 .20 Lawns, Clayey Soil 0 .05 .10 .20 .40 r NOTE: These Rational Formula coeffi cients may not be valid for large basins. *See Figure 2-1 for percent impervious. 5-1-84 4 O' Pi 70 -C4.--f'!WN;ERC 15 ;lui. In ,-fifli{-..:; .t.,,,:7:ji.,i ' 4 :"itl:.6.fi'..,) AIA#, 21.,·.LRAM.Ma#Jit...!.34.'·R.9'.1'f: f. .. 1:-; t.-13.1.d,t;,@2.j., €t:+%i Kld: 4,41:R, rli·.1, . ... ......':|#. N.t'!.2:4,141,1 4·..;:/·,t::,i:Gu:'·1-8'1:¥*if* ' ; 3 31ji: C,),i,·;:...4**f.'.f·)·1:*WEi:·:1 · · : · 4446 ,, ' ' ''Wt.4.·»'40'"Ail. - ---- L CALCULATED BY #tr DATE It 4 CHECKED BY STANDARD FORM SF- 3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) JOB NO %/ 7 l PROJECT Wkec.+ Pro/9 € DESIGN STORM ZOO DIRECT STREET g , z 11.,. 2 5 8 52 Mr o mwE Im FER 500 4 0 4- m O RUNOFF ug 70 - 3 08; TOTAL H 2 o 040*i - .-- - W +I RUNOFF STREET Ee w 1-0I 8 CL - ur--! H '0 016 Q 22 W *6 0 P L 0:0- - .0 1-J • COLL ZV EZ W J a IL PIPE TRAVEL TIME % 9 W N G F E .2 REMARKS co- O- 0 w o Ld-'a > (I) (2) (31 (4) (5) (61 71 (8) (91 (IO) (It) (12) (IN (14) 05) 16) (17) (181 (19) (20) (20 (22) 1 A A 2.4, '9 9/4,3 .7 6,1 41,4 .4/1,/1/ll//1//tillit/(7. DA! SITE41,6 2,0 24 2.70 13,2- 6,11| cep nato2 8 8 1,94 099 6 liu 51.1 14,1 Ill.4 g,4 6,+ 51/,t 9 1.3 1,6 30 £10 16.9 6.45 3 C 0 2.%7 , 99 6.0 2,5-f g. 0 221 4 1 6- \0 4% 4,0 4€81 4 ..p 1 0 5.1 '1(4 '19 5- 0'43 1.1, 3.9 P 47.4 a 30 i- 7.1 4,6 1,6 12 5 DZ ,57 ·99 5- D.'rl 9,2 4,7 %,9 1,1 15 6 D3 D 17 D -3 ,91 .99 5- 6,97 9.2 8,0 8.6 21>3 .99 4- 1,11 1,2. I'•G 10 12,79 G .6 74.74 9,4 1,6 1 5- OFF- S (TE-79.9 I,4 3 4 RCP n =.613 8 9 IC ll i f i l l l 1 i 1.111 111 1 111 l i l l i i it 1 t crnnu nRAIMAA,3 nFRIAN AKIn TACHNIAA, rtnITFF}IA WRC ENGINEERING,1NC 1 - ______lk CD 0 49 CALCULATED BY 1-STANDARD FORM SF- 3 JOB NO el 7 DATE q.30·94 PROJECT lk)4 -AA,ur"."' CHECKED BY, gEV, ./Ny<,·/=*STORM DRAINAGE SYSTEM DESIGN DESIGN STORM. M O U / Ill (RATIONAL METHOD PROCEDURE) STREET DIRECT RUNOFF 2 2- ItM e 4- O 4 4 5 4- ZO w I OZE TOTAL CE e ./--4 H z GE 2%93 - 6 RUNOFF 2 H5of : 2 2 STREET 2 W 1-0 CL -- w - O 4 113* J I 0100 - 1.-_1 0 11. Z- 2% 0 0 W J Cl LL PIPE W O- - w LU O JO- N D]£ La TRAVEL TIME 1 I E-REMARKS & 17 9 2 2% W C ...-I .... -1 3 ( 1 ) (2) (3) 4) 5 (6 7 (8 (91 (10 (11) (121 (13 (14 (15 06 17 (l81- (19 (20) (20 22) \ 1 1 . . f / / 77-77 7 /7-7 77777-7 -1 / 1 / / / / 2 1 ..2 , - 3 N H /,36> , 89 1,21 619 2,25 . .161 '63 By PA$.54 1,0 IS" 907 422 1/L 0 M 5 IT IE-I Ii:F ¢,44 0.21 11.0 63* 6.9 )*4 >2 .. 24,2 4 , . CFF A:-0.01029,4 |'O 24 909 41*4 0 75 IC IC ), 1 Il 1 !49 7,77,5- . 9 PICK I (P ..9 It ,L Lhil' 7 48 -27 7,5-, Jo, I,q,Gs 33,7 -1 .197.t I '0 50 208 IDA 0,-3 4,2 ry Al€ /4 /4 0.?F " 9 ,-I& 2 5 5:9 12,1 4,3. 6,5- 40:€51 40 30" &1 5,- 9 00 6,.118 Af A 089 1l \0 '79 7,1 4,3 IM 7,2. 4,9- 46,1 OFF 5 lrE-47,3 0.6- 36" ficr A-O.Oil 9 IC Ill 311 14/i//itti jitti/1/111 1/ jiL STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA * DRAINAGE CRITERIA MANUAL STORM INLETS TABLE 2-1 REDUCTION FACTORS TO APPLY TO INLETS Condition (1) Sump Sump Sump Continuous Grode Continuous Grade Continuous Grade Continuous Grade Continuous Grade Inlet Type (2) Curb Opening Grated Combination Curb Opening Deflector Langltudinal Bar Grated Transverse Bar Grate or Longitudinal Bar Grate incorporating transverse bars Combination Percentage of Theoretical Capacity Allowed (3) 80% 50% 65% 80% 75% 60% 50% 110% of that listed for type of grate utilized 10-15-68 j i· j ALLOWABLE INLET CAPACITIESP ON CONTINUOUS GRADE 'Z STREET TYPE "A" ( 28 ' FLOWLINE) 6" VERTICAL COMBINATION INLET CURB INLET GRATED INLET CURB AND TYPE 13 (SD-4)TYPE R (SD-1)VALLEY TYPE 13 (SD-3) SLOPE GUTTER (cfs)(cfs)GUTTER (cfs)(%) (cfs)SINGLE DOUBLE TRIPLE L=5' L=10' L=15'(cfs)SINGLE DOUBLE TRIPLE 6 0.5 3.7 1.8 2.2 m 0.75 5.4 2.6 2.9 ./ .1.0 6.3,3.Q 3.3 1.5 7.6 3.5 3.8 2,0 8.9 4.1 4.4n 3.0 9.8 4.5 4.8 4.0: rt 9.7 4.4 4.7 1 P.5.010 8.7 4.0 4.3 1 0 6.0 7.8 3.6 3.9 2 04 7.0 6.9 3.2 3.6 Id 2.4 2.1 3.1 3.5 3.3 1.2 1.6 2.0 3.2 2.8 4.3 5.!5.0 1.7 2.1 2.5 3.6 2.9 4.7 5 t.5 5.7 1.9 2.3 2.7 4.2 3.0 5.2 6.2 7:0 2.2 2.6 3.1 4.8 3.2 5.3 6.9 8.!2.5 2.9 3.3 5.1 3.3 5.4 7.3 8.9 2.7 3.1 3.5 5.0 3.1 4.8 6.6 8.7 2.6 3.0 3.4 4.6 2.6 4.2 5.6 7.9 2.5 2.9 3.2 4.2 2.2 3.4 4.6 7.0 2.2 2.6 3.1 3.9 1.8 2.8 3.7 6.3 2.0 2.5 2.8 STREET TYPES "B" AND "C" C 52' AND GREATER FLOWLINE) 6" VERTICAL COMBINATION CURB INLET GRATED INLET CURB AND TYPE 13 (SD-4)TYPE R (SD-1)VAI.LEY TYPE 13 (SD-3) SLOPE GUTTER (cfs)(cfs)GUTTER (cfs)(%) (cfs)SINGLE DOUBLE TRIPLE L=5' L=10' L=15'(cfs)SINGLE DOUBLE TRIPLE 0.5 6.8 3.1 3.6 4.2 2.7 4.6 5.6 0.75 10.1 4.3 4.8 5.3 3.4 6.2 7.6 1.0 11.7 5.0 5.5 6.0 3.6 6.4 8.5 1.5 14.3 5.9 6.4 6.9 3.7 6.6 9.3 Not Permitted in Type B or2.0 16.6 6.7 7.3 7.8 3.8 6.8 9.5 3.0 18.3 7.3 7.9 8.4 3.9 6.9 9.6 C Street 4.0 18.0 7.2 7.8 8.3 3.5 6.0 8.2 5.0 16.2 6.6 7.I 7.7 3.0 4.8 6.8 6.0 14.5 5.9 6.4 6.9 2.6 4.0 5.7 7.0 12.8 5.3 5.8 6.3 2.1 3.3 4.7 1 196Z Uoilla 1-lailua.6 FLV.L-6/1.1-0-8 1 - 1 CITY OF GREENWOOD VILLAGE TABLE 14 STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA CODE CITY OF GREENWOOD VILLAGE STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA CODE TABLE ALLOWABLE INLET CAPACITIES IN A SUMP 6 INCH VERTICAL CURB AND GUTTER DEPTH COMBINATION INLET IN TYPE 13 (SD-4) (cfs) GUTTER (in)SINGLE DOUBLE TRIPLE CURB INLET TYPE R (SD-1) (cfs) L=5' L=10'L=15' 3 2.5 5.]7.6 1.7 3.5 5.4 4 5.1 10.1 I 5.2 2.6 5.5 8.6 5 6.4 12.7 19.1 3.7 7.8 ]2.1 6 7.7 15.6 23.3 5.1 10.6 16.4 VALLEY GUTTER DEPTH GRATED INLET TYPE 13 IN (SD-3) (cfs) GUTTER (in)SINGLE : DOUBLE TRIPLE 3 2.3 4.6 6.9 34 2.9 5.8 8.6 4 3.2 6.4 9.7 44 3.5 7.0 10.5 ROADSIDE DITCH DEPTH GRATED INLET IN TYPE C (SD-2) DITCH (in)(cfs) 3 5.9 6 10.3 9 11.2 12 11.8 WRC, INC.REFERENCE: Calculations by. Water Resources Consultants, Inc. Sept. 1982 using "Manual" procedures C. 1 -82- 8480 E. Orchard Road Suite 2000 Englewood, Colorado 80111 (3031 77Q-5600 FAX (303) 770-2349 rColorado __Land - - Consultants, Inc.Planning/Engineerjng/Land Surveying44 817 Landscape Architecture Project: 372-C /AL IA] LET-t=-0 g ALLEY r€Z-N-2-eNAH_.Fou.y-DRy CqjoiA_NyDate: 11 //4 / 93 =U-Ti-Li-£43 7/f:149117.J,21 - -I-W c T-H·- ..R.-- 3.076£4.B L-C-09.S--HOOD- -6 - I 1- tfu.i-..0.-s··f--10.NIER/62= 2.3-,i:.1.cnt ..4> -f-L- L -37-27-I- u- 2--.C-- 332.n U lilli ;lilli! ··:ill -2 -51111-47/FfE-_fcm,0.6-*..,t.JAT-4-Ii.4%&124 -ik-1 r i. _ ' 2 27*REAN.- _j] i=.45 ' -G Q = 5. 25' ca [SE- 7 Gi.ArEs :106 -$< i- IN T: DIRECT. FLoW -OR 170-¥34£'-291'-LE -19'. rey PASSE¥20.43 -CFS- 7 -71 E.IZ-27' . :,2.2-1.-32 -s /AZTERC=,7'Zi#r_-7.42.t Ze 6.5 . .. 27 1. •' ··Ii ir..G.I.!6114--c €£77'--522.§.291©25 70> 022-2 'f" - I r Wike@/fiLL/Ir-14€- 9-2UKEL All.'.GZATEs E f 3274/71&52.172dri--2=1-2.uzz=%20.&-To.79€9*-F1 1 . 1 ..'.. : ..1, 1 ·,L''i'/Ii ' '. '11. ili; !1.:t,1 ·t·.i: ..'!i 'i :;i lfifi»I-1-IMkk._47+4-);:4 zes -r= 21 1 -d! SE --g=-rG-R ArE-3'.. L ' CATERCEPr----110,90-2.3--- ---1-98.7 €ASS.th riE---4-110-=24.5. tti '=] i! , ., 1 1 - 111 'AlesIL*ndy_#*11·*31poll«-rxT_9-01 1 t ..._. ---72-ZEl; 37255*T _1_ 1:11:'3- MA*11*/4«11 24¤.-4--42-1--22./.Ifi .-:.........., L -f €263_GATE- 5 z =r= 1 lili':':111 1 1 ..1'i· :i;::1 ':,'·tr' :/7012:--q=FAL-JIN.muzz ...............6... 1 1 .t 1 -- ---/-1.- - -- Page of *4999.Series )f Bolted :,i -i:IL . .-,·40€ i 024«Transverse,Drainage Structurest.1 Heavy Duty .4 '7 --/0/7,,=...0// I'-=' Illustrating flat type surface showing 56.12/:IliSE#38"Raile.:........I.*I..Type X frame and Type C grate.Af.C2.0&0,1---M9195.'.41Standard frame and cover sections of this type are bolted and manufactured - When bolted frames and grotes are furnished, they are..·:.· 6%2·:'6:,Pf.in 24" standard lengths.24.-e·62-4: CS*21-shipped assembled. AT NO TIME SHOULD THE UNITS'29©1 -:Re BE DISASSEMBLED DURING INSTALLATION!4-4*9501 R4id<Caiefuli£ Before OrderiAg' Sp«ifg:'ffFXNE.IYER?*Aft:1.-Conipleteccitalog nurnbec 1 =2: Le,j&thtof structure.ef'>21.:ft :3:,DApf''coveJ,.,€23,-62 3 4. Perma-Grip surface if required.fef Cs#weaa.229:)?91*;03*". 5. End-framd sections'and num- t· bet.required per unit. r'.1 1 >.,67'If.trench drain brates are to be 7,· installed in bicycle traffic areas, 0 please advise so that safety €-standards described on catalog46 P99* 89 can be applied..gap Catalog Dimensions in inches ·Weight per lineal foot (without frame) No. A B C - Type A Type C Type D Type E Type P Frame" R-4999-AX.8 134 2 6-·: 19 22 19 22 25 12 R-4999-BX-. 10 1* 7 8 24 27 29 27 31 12 R-4999-CX t. 12 134 ;; 10 " 28 31 40 36 37 12 R-4999-DX 14 1 h 12 w 33 35 52 47 45 12 R-4999-EX<- 17 134 05' 39 52 55 49 - 12 R-4999-FX · 20 1]4 18 54 67 70 70 - 12 R-4999-GX 23 1 72 21 60 77 85 - -12 R.4999-HX . 26 1]4 24 - 71 100 85 - -12 R-4999-JX ' 30 2 27 100 120 100 - - 17 R-4999-KX 33 2 .30 110 140 150 - - 17 R-4999-1-X i ' 36 2 .33 120 130 185 - - 17 R.4999.MX 39 2 36 130 200 180 - - 17 -R-4999-NX 45. 2 42.150 245 210 - - 17 R-4999-OX ' 51 2 48 190 -215 **Weight per foot- includes both sides. -- 17 1 ti A- ; SOLID OR G)ZATED COVER COVER TYPES:L-: ' .- 429f?,;©?>000[*- 00 0 I UUL]IJ]LIU CE=lE O .I Grate Type A Grate Type C Grate Type P Solid Checkered Solid Perforated . Type D Type E Type P grates have]40' slot widths and ore especially appli·cable for areas of heavy pedestrian traffic Grate FRAME TYPE Catalog Dimensions in inches Wt. per -------:ir--51 No. A B C lineal ft. -2.-----liL\R.49994.3 : 14 1 14 12 45* . 22 0 88" IIi TYPE X R-4999-L6, 24 2 - R-4999-L9 - 2934 21/2 2634 115*** This series furnished stbndard with Type L grate shown efuffify.9Jat right. *Furnished in 2 foot increments only.Grate Type L**Furnished in 1 or 2 foot increments only.Available only on***Furnished in 114 or 3 foot increments only.R-4999-1.3, 16, and L9. .... Illustrating 24'/111/Im/"I*./"Ir-. 'trfEIY-I R-4999 bolted trench series · w .. NEENAH 234 FOUNORY COMPANY r.-r --4 ,1* tr-tons-friialonbetafilitdt R*§99I.Botted:Sdtids-9-£i- - "Lt·•'e-IWL··19¢:,4Bie·,ef#U##744 EME¢f€@. 343{2€f#:*t**PI VARIABLES: i FRAME EN NEENAH FOUNCIAY COMPANY 10 m ep M W *p p YA 43€94».'-•1> Overall length. I Cover type.DRAIN GRATES.,l Num ,UPPORT·#Ni .=*4 -8* ,=0 I':'.:1:l·:t·.¢If:k€:..:#RECE ;31· Curb box, catch basin inlet, or frame end piece.:..1.-- .1204 2 5% 1512?R :1.i·..:di.42 Machined horizontal bearing surfaces. (Vertical machined 1'/·W· 3 4/0-:63-·.CATCH BASIN bearing surfaces also available on special ordec)DISCHARGE MEE -9- ,For perfect seating of cover in #ome, specify mochined horizontal bearing surfaces. 1 -- :3:69:.,2:%43.F: ---URE-€24:13·6<,·-9. Showing method of construction when no box or inlet is used at end of assembly. / Special assistance is offered providing detaib shown do not cover your requirements. Shop drawings furnished on request. .. 24 - .4 Cover Type Variable (See page 234) 1 0 C=}9 &3 C 100 C 100 C 1 0 CE]ta Tol C r SOLJO OR GRATEO COVER 621 W g (21100 00000000. 00000 00000000 oCIE I r-- - - WITN DOUBLE BOLT JOINT SUPPORT-'wITH DOUSLE 80 LT JOINT Illustrating Type "D" Solid Lid with Type "C" Grate and Frame Illustrating Type "A" Grate with Frame Flat 9--•€[EE C.1. CURB BOX OPTIONAL -r-------7 - A.:A =1,-•- FLAT DRAIN GRATES AND SUPPORT 1, -AR' RECT. M.H. COVER 18'A 549 - Pitiu,12 m m %, N ·I * ....1. ,-4 --/4 --0. ---1 Eutu..h: =Z: ......0 *05 de€'.:.SUL A"CM'OR dy-46-1:: Luas a C.: -16.-x- FRAME.-1. ,:1· i,'1£ SHOWINS CONSTRUCTION WlrM CATCH BASIN GACK 01 CURO .84 -PORT If necessary, complete curb inlet assemblie5 with adiustable curb boxes or fixed staNonary boxes are available. Intets or curb boxes need not beinstalled at both ends of the trench drain; they can be used in combination or not at all, depending on drainage conditions. Crowned %116% 2 7%> "PICAL 4 0 9 € · ·-71' SECTION OF ,· i·N 1·'·9: C.1. TYPE 'X ...f-111Or'.' FRAME SUPPORT >.i'.I•: 2)' 19 SHOWING BOLTS 94 < f. 254 .3 / DRAIN GRATES ANO FRAME SUPPORTS CROWN TO C N »NKA_ €51. 01< F#A 24-,0 jLE-25 · NOTE- BREAK IN SUPPORT AT GRATE JOIN PROVIDES FLAT SEATING SURFACE,ASSURING .r % SATISFACTORY BEARING OF GRATE ON SUPPORT. : CATCH BASIN ·.-2 .-'.€·.. .21 :V-;11 '. - -3 1. : -- 1.4 i >1:':-:3.6.:r.:.':':b.:>:·.4:5'.:.'-.<·M i·; 12'92% 2-24:·--:172:10'*".i · . 1 .. 1 C. 8. INL£T AND ADJUSTABLE CURB SOX OPTIONA OINCIDE WITH ROAD SURFACE rs Crowned type drainage structures will conform to any roadway crown. Frames and grates are separated at 2-foot intervals. allowing drain to con- form to roadway crown. 235 R- T r L 1.0 4999-L9 FLOW CFS/ft FLOW % CAPTURED 0 N 0 0 0 SeNsE 0 0 0 1 i M 14 5 9 \24 6 5 0 2.5 4.0 58 L·A TABLE ONE - BAR LIST FOR CURB 1 NLETS, TYPE R1. -41 1 r-rT--r-1-ElltrISINLITKH:'INLITS.H.5'MARK|ls#@YPEIC.-b' -r'10 L___10 -1 '*E--*'"q,Ad.1 ed.I- | £· 'Ar----I 'I--I/=4 1 I '*'1).0'.... i tiiaFEIi*iliERZWGi@EnimiIi*iI**il-&22!IMEEMEU=Elli. . ...4 .4.¢ I 4.-O- A r Itc- .-. ,--....%i ......EW.Ill?//IE 1 1 1- 1 40/ ,4 -11_ · '-€. -2'_ c.q - U .1£EL.1177 •08 -1- .u 7- =7 272 -£2 /0%,0 :*40, V : n3 444% 1-€-'43../C 400 12' 40'r 4 iTEM- 1.·- 5-5 -izE-p-41*IE--t .t_gul :m -15 1%I - 1-- - F--3- tp '· :11'.699 94*.,- - -17-- - fik. _3- iA........ 1 >c............41.4. 5'/,0 "".1 »733 LJ1 .. Cu,i / CUM. 1 ,CID; C,.1 .-- TYPICAL PLAN VIEW Sol 7€.S- mA, i-mir-- -fq 501 + S' r. .-4 .ZE .-5. 22 5.# 33* 55, u , : .r-r £ i:. i, 57 4-4 D . .SI'-j.*L 41> 24'.. r .r r.fal 2 ¥ 2 1.4 ..-EY ....r L. ./1, r-- i 'll 4, ' . .0.-MIl 11,C -- d7#E:665-1_ I·In ' , ...7137€alsp:ME»-irm,·m:*t -7 lit ....'Fe - .... - ' V,a,Vi. 44, 10 7*Wi /*0 .Uh- /Nals.&/00-# L,-0-1 .:&M/:fir 1'·cr [ 'S- ...0.-Al...,- Sh- 1 0. O.44'.0,0.' O-U.-10.'ll. 1/ 1 1 1 TABLE TWQ - BARS AND QUANTITIES VARIABLE WITH Hr 1....E.:..; :*.=.=.-.-*1-1 1 ',1... \ 1 -u.w-1 brs'-1.W AECULA• i/LET:· Tw./.10./. [_0_ZL -fFTIZZIZI*XIXEZZIZZIi/luZill//ITNX "•1••m•-• wal' •t". 0 4EtALL i L f CZEE CROP 80*1/LETS: ID/f·///, i, 1 9 , i , ly-1-yin-6.0 _imL-_112£_1 rgimr //.2....En-114-24-6.-2.-1 .....U &967.:0 wErp-3'4 fi 1 111'4== 1 405' SECTION B-B .r. 0-..-.1 .rv· 1 1 ,• 1 /, L__1__1 4, 1 _,8_1.41 1 /O/ 1 - 1- /,LI 1 CIr . 6/I ... .r. C TYPICAL END VIEW SECTION A -A REGULAR INLET l========£2=zz:=2hJ GENERAL NOTES rieegm;EEEZE.EIZEZIZEZIZEZZ[EKIZEZIZEIZEEDELI L.M 'CURB FACE ASSEMBLy. Place Entire .,_.m,„",#:.„-_-,„m".,13'."1*,ic.-"· [*2EEZE£*12*1221.-1_L-£1.-11--M.-1.-£-1 " ! "' ! '·' ! 9/4C7 2 Assembly Before Pouring Concrete. '.,IM,rz . 11 :el*el Mel-2.E _-11£_L_-11£12' m -2-1.mU--9 1 •J• 1rit'.4438*E'41.LIZI-21.-LiLl-zzLL_-ZLULLL '·' --·$02-C-u'li =•14 sh•/ h f-/ ••*08 •W•• 0./•"#b• *'IM¢*.r-irpT-EE[-@91-7.-prr ..1_,LL-,6 1- 0-L_M_Lgp ! '·' 17# 115,;1 Ug*ZI-77-EFT-*2-r--Ii*-I--111-Eklil_M_-LMP.LI,Ll-749 '·2_ 1!A. C-Dnt.•11*b¥ •MU....•' •0••-49·9,21-221-399 43· 1 2L1_:Li"11£_Llal."LLAL-LE&11'3333ZE ,,o;,06=-=4=Wi-*-6 : [ZifEEEi[EiIEiEIEIZZEIZLEIZI Ill_ 9-57 L .-TE-1.0-A- r-3·c.t ret,33"2 NOTE: For transilion from 6 vert. curb to 4I , 30.,. w,•e ,4, 4,4 -4,4,.e *lowe. 24 £....000. .I»- 0,•f,pR,clsloping curb ; see40 4,211 th.4 --D. le•th. 4•evit e-•e,.eM»d//,4/ SD-4. A- r. L »Al---4.1/{ 1- 1 Il 4-5- es €:M 403 40, \ riost i:I '.o, rf · L- Uol 1LLUUUL I ;C1 . *01 r--mn -- 1 111 'r H 25'40. TYPE It Tl 11 40' .fc 733-*NIC- 40/ --502 \ r.4· t · TYPICALMANHOLE COVER SECTION A -A INLET WITH DROP BOX- H >5'TYPICAL MANHOLE RING TYPE III TYPE W TYPE V TYPE VI TYPE VII TYPE Villbrall 1*11*1 958 I rE= rr--=1221150 71 1-gy ]1--1 - 4,0U 1 11 11 3.t 11... BAR BENDING DIAGRAMS- C Dimensions o;VEREOut of Bar ) d J 1 Apprwifrate ( Doll•d [ors ore In Soillon ,-d Wl/9hls:Covi, ,/25 16' f .!ling_1.-1.12!31 SECTIONS CcfEd-TOTAL •260 #bs WRC, ENG. NOV 1984 | REFERENCE:Colorado Department of Highways Standard M-604-R STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA --CURBWEET-TYPE-r- STANDARD DETAIL SD-1 COMBINATION INLET TYPE 13 1 -1 1MC '1 L • er -f=z:m 3 vt..B WEZ2558.::.:ri:bg-222 3 115.532. .. 1 9- Tor 07 n- T W.Flmo.-Tri -.. %4.·. 7124 : i -i-4.1g***323*06$65„€"=t::c·,©, b':4 F -F.L. 1 . 3 . 5/3 .AN .... 1. 0.11., Pl ,- Ve,Ii®,1 C•,• 6 0•11•, . S.'ll I. 11 lilli.... 1 -t Of ' 1- Ajv I--LIP " '#•. 80 111 •,11 E,;b,l,Al 3.-3. t.. .,1.' C.DI- 8 1,i ,¢ I•,I 4•·47(·KN - --·'1 42'lk;. ·.2 4: D-··· ·· NE 2-6.6--,1...LF t.tri: ... 'k.92 4 1/4- E 4 C,• 2- 1,•- Ii'In' SECTION CENTER OF MULTIPLE INLETS 3-3.-Ill .1 Y /1-1:af,$.-;-7 , &:fif b...1.3... A PLAN 8 •4 4 1-.·-1-6--4 SECTION 8-8 1 1. 1 1. 3 1=2Zzlt- T i 2 Wl- . SECTION A-A 56 8. 5 4: U. ... NOTES, ·2 r.,4•, 5.,rrvre.,itMP •taLM ».S, wi. I....1- #r•ilk 1,4•,13 / 23 W (C'•i, 251r. ./ ..... t. De .Ill . Ii,#I **i, ... It s.*Ff t.2 21*0 11,6 11 -·Bl' 2-·6·».,·'»:2. ..:19 < Ct;21.7:,e:.-·:·:F.·2 --5 '·t L WifY:3¥85©tgti 1 M·03··U'·At'·2Xry *·>Av- ' o r &$-*I.*I -- If 1'/. '.....,Il ... ........ . 6 .... .....0 PLAN 1 SECTION THRU LENGTH SECTION THRU WIDTH j 4 combination curb gutter, a sidewalk Gutter flowline - Bock edge of sidewalk - Top of gutter 1 25'6 "vertical curb,guller, a sidewalk r NOTES Edge of gutter j Back edge of sidewalk - fPROFILE B.„ . For poyment purposes, Inlel s,ructures shell 0120 include 2-0 curb a gutter tions,lion seclion 01 each -end of inlet plus sidewalk siction: »·here *coutred behind Inte, structure oad Tionsition seclic=s. . Floor alope mo, be poured monohihic Wth bose... Outlet pip,(0 lo be se, flush with inside loce 01 inlet wall. 434. .Unless ·blher•in. specified -on ·,he drowings or olhe,•46 ·uppioh·ed, 411' 7*0.73·#Aters · ·38011-be..:con,hucled Gutler t\oviline dih.on odjusjoble C.1. curb box.Sti Inter depms ond pipe sizi ore noted in Ihe lollowtng tobie. Oeviotions ficm Shese minimum requiremenls Section ALA shotl be subsiontioled with oppropnote hydraulic onol, sis. ,.SECTION -2=2121221211 STORM DRAINAGE DESIGN AND_ TECNICAL CRITERIA 2 3 i .-Top of gutter ' I :4 4--4-- Section B-8 ---747-' TRANSITION SECTION STANDARD DETAIL SD-4 -7 REGENCY CENTERS APPLEWOOD SHOPPING CENTER CITY OF WHEAT RIDGE, STATE OF COLORADO 38TH & YOUNGFIELD LEGEND - - - - R.O.W. / PROPERTY LINE ------------------- EXISTING TO REMAIN - PROP. CURB AND GUTTER 1 1 1:1 1 11 111 1 1 1 1 11 1 1 1 1 1 1 1 1 1, 1 1 lilli 1 1 i Ill - - 7512- -- EXIST. CONTOUR -7512- PROP. CONTOUR •====-Ii,I=• BASIN BOUNDARY ' ' 1 1 FLOW ARROW -1 *-36"-STORMISEWER- - L 4"STORM-SEWE . - -1 --2 ,119] uk 1-- -- ---2.------------AFT LL==--1STORM |SEWER --V --3 --11 I----- -- -- -- DESIGN POINT =2=ZZE / -/....6/292m.-..2*ad;aI-=.-,N=Zul-KI -------6------ 1 Tz-7J f.- -IivE<Tri=4/Er"fir)::,Eemi---7//3.9131/ZZIE'/,1/Ii/=Ii//0/&0'dia'Ir/7,19'g===13='s=z--.4.1=w -:':czE=m 1 ,/ry«-N-«KE./K ,an-r- ./4/ «42'hxxoxld/- 0 0.- 0 44=* 1 0// ',·0==+:·==•«1 4- 2. . it x. , 0 1 1/ /4 XN«tu"p»<>*. LI [L1 r---1,-1 - -zE 0%,%.hj 7 km 1 .; -7-71- /:T'\ l /"71 € 041-4 m27-1 -9 \1-9+19« rhsi i#FE/FFF*#FirTFTT- .....v , xtrt«*axu=x«*% »I 1 \ BASIN IDm ./ 129-EX. 36" STORM SEWER R 11 1I EX. 24" IRRIGATION E Z1 LINE , 1 AREA 1.0 | 0.80/5-YEAR RUNOFF >t<: STORM SEWERS 1 (ACRES) \10/COEFFICIENT . EXISTING k | EXISTING EXISTING - WALMART PETSMART KING SOOPERS - i .A„ 0 , 0 1 1j1 Z \1Ar--EX 48" STORM SEWERE 0 I Aes 12 8- m1 .0 \iA PORTION OF LOT 1 1 ,1 1 i1 El APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION 1 9 5 E FILING NO. 2 1 ,m E =--- 22.94 ACRES 0 0 e *1 El1 1 VI m .6,1,7'.4.1.ii#.ir.3.1,1.1.h)*W>.11,41.?L,-a *4.3*1>c I.'bir'Al 'Al#'3.1.J#.IM/Al>blb,the#*>46*838\'10 9 444 Sterling Design Associates, llc/ 4 11 - 57- -·fX*ey„y fe-xm-.g; 67 p rf m _ 4-319-. 2 .s .-*- --20 --*··0-·· ---i:7-r-*D.'9'FZ -4*CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 4. I -1.%/31'l ly,Id\..2009 W. Littleton Blvd. #3001A rg/17/' 'Littleton, CO 80120 1 303.794.4727 ph G.k / / 4 1 1.www.SterlingDesignAssociates.com 01.- 4 *'£tntlij' ' _9/ %7 .0410.59 {0*3) EXISTING 1 \ -t. 54 0310/ »PANKI N;.G TO7<l/,I k i 1.11 -4-ARKING ¥bm 1 . PREPARED UNDER THE D'RECT SUPERVISION OF WJ j -01 91 j · 7 2><54 ---<i- «#EMAIN ,/ .1.-COLORADO REGISTRATION 4833214:0 kle i ,- all ,»/1'\,/ JOSEPH G. SCHIEL P,E. t.A\\.r - \ 1\ „ -1 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC a 1. \ \ \\\ta 1>AF<34,1 S.9¢38W41 - / 1' /1,4/.6 P:>51 I 655* %\ r j (H-B-3 4.79 10.75/ 1-8-1 1-1-B-2 L .-,r47 1.0 %= It < L 1 r f1 /7...-22 EX 1 6 It 1fit - *do" STol, /a /422 \2.16I0.81/ M , -1 9 790.85 13.3710.83V1A Mt Z f 3 I " 9.EX 48" STORM SEWER-/ 1 \\ 4 * ,- 29145- -1 4 d 1/ 1 //KS*WER EX. 24" IM#InATInKI M EXISTING i ___4 Ir- STERLING DESIGN ASSOCIATES, LLCEX. 12" STORM SEWER-·.i \/./4/1/0// \\ 1 LINE SHOPS . ki.- / 9 -.N NOTA PARTH i »4 ISSUES & REVISIONS Et . 4 1 1 NO.: 1 DATE: 10/19/2017 BY: JGS 2/14*9*I/ 4 / 1.1-...1 =/= =' = m = =.70-1-XCK J i N .t m1n \1 k fi 4 DESCRIPTION: ISSUE FOR CONCEPT REVIEW% . " 6-9, - NO.: 2 DATE:BY:1 04--Ift\=1\ 7yPORIVI titf?1t\\ /IL/ c DESCRIPTION: /1 / \\/1///>-« \-13.4 .m .4/43 44 NO.: 3 DATE: -BY: -/H -A- IX 4.-\.ly'lulu 11 '1 DESCRIPTION: ='2.290.8*77==7=-r==U - NO.: 4 DATE: -BY: - ./ 7 . 2 9< 48>STORM SER NO 5 DATE: -BY: - EXISTING DESCRIPTION: SHOPS ;»13„11_16 4 74 6*2,.NOT A PART--EX. 1,©STRIVI SEWER,·] f DESCRIPTION: 11 IN it NO.: 6 DATE: -BY: - 414=111,0 1 1 -4-1/ 14-DESCRIPTION: - FferT<Ke. .It/3 1 *A i 4 h. \A \ 4.k . 11-,EX48" 6 I\UKM Mt:VVE,tr<T / 1 ' "" 0 -\ 1 1 / 7-- -Exj1*3«\ Ur \tAD I Inle RUILUING 1 -PARK VGTO/- h \6 \ cfr. DATE:SCALE: 10/19/2017 1" = 20'QDOBA/EXISTING : un n //1 , . «REAIN'.9 1-1. MAT. FIRM \1%4 BANK \1 - = NOT A PART 3-VOT A PART »PROJECT MANAGER:PROJECTNO.: , + ,1, .# 5 0 -7 l- 777779 0,%52=59541.. a. DRAWN BY: DRAWING FILE: 414//, V \ 1.44 2/4 A 5 *1 -- 5 04 r-· « 3*.-l../11 11 .1 -' I . 1 -. I1; Ir X (17 615 4.-N. 1 10 - W X 10 / V U l j#11 1W'11% \1 lEi tu• 1 1,58:r 1 1 r¢A i/ t 1%4 '93 VE 1 4 SK< f 1-4 / ri e L.d *50:49 $94 e . - =-Z2i===.-= EXISTENG--7-EXISTING--y- EXISTIMG1 SIGNALIED N=tit INTERSECTION ---L___YOUNGFIELD#[REELL r- 2%42?91 --- e - .5-lph. -=45,==LL--- 4- EXISTIEiG SIGNXE,ZED 1 trr=ferj5/gt521 -0-*#. 3 0 e A --rx 4%1 1---- --297 -INTERSECTION h U --... *\ --*# &1 PROJECT: APPLEWOOD SHOPPING CENTER 38TH & YOUNGFIELD WHEAT RIDGE, COLORADO i. · 1 '.2 .*.I//&<.-- T-T <31 77 1 17 FT 'r' i:-- 1 i, ··i ;1 -6 .2.4 | ji.1 1·•...f .1 -11, L,C:,1- 1.1- 7-4 9 'r·, ri iL 1 1.1.. a 'f ,-. L . w.1 ----L 3 ··' .92"i' F.7•12 7 CLIENT: GENERAL NOTE 0 30 60 120 SCALE: 1"= 60' REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 THIS PLAN IS INTENDED TO BE USED AS A REFERNCE IN CONJUNCTION WITH THE DRAINAGE REPORT. DO NOT USE THIS PLAN FOR BID OR CONSTRUCTION. TEL: (303) 300-5300 NORTH SHEET TITLE: HISTORIC DRAINAGE MAP SHEET NUMBER: 1 OF 2 I Del E .1 REGENCY CENTERS APPLEWOOD SHOPPING CENTER CITY OF WHEAT RIDGE, STATE OF COLORADO 38TH & YOUNGFIELD LEGEND - - - R.O.W. /PROPERTY LINE --- EXISTING TO REMAIN - PROP. CURB AND GUTTER -·-- ---- 7512- - EXIST. CONTOUR1 1 11 1 1 1 1 1 1 1 Il 1 PROP. CONTOUR •=men===m• BASIN BOUNDARYAn \ 1 - FLOW ARROW- - y-E*r-36'LS-TORM|SEWER- - ./.-«/9 ...lid -). ._. 12%:29,_. . _%- . &=_ _2_1- .----i.//1 DESIGN:POINTAA'7: . 1 f< 4,W ** -** -*- m -r-C V "St"3 4i Ar/*rfi-©NT - 554= -..1-3 1A - t.j32' l.z .1. :" . L.L.» \ *A. 9 I.CIPj BASIN ID•••• £\ _ 1.8-I-0 lcj -0: -211.- - - ·1#4 '' r- . a K -KNENX'91XXX'X-O70N*ougxurtix'6. , ( 1.0 0.89)5-YEAR RUNOFF EX. 24" IRRIGATION 0 B -COEFFICIENT I LINE g . EXISTING '' EXISTING .r -91 PETSMART KING SOOPERS 1NOT A PART 8NOT A PART\RT m I - * -/.PE ' 4.- 11 +1\1 £ 1 A PORTION OF LOT 1 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION 1 1 \1 b f "11 /C \ 1 FILING NO. 2 E T22.94 ACRES 1 16 1 444it 1 | I V [>ha./.3*"*ANI'fiah/9/3*"4*/3/ /5* iel.Jj:*Ag ki:tierji:M,I ridiki..R'b/Mihi.j/.)*ill/94/./i har ?m/**1*I** *2-/tibv, Sterling Design Associates, llc I-.: I I I /-CIVIL ENGINEERS - LANDSCAPE ARCHITECTS3/.4.0.2 , -1--04--14*Y--A-- 000 -- 1 1 2009 W. Littleton Blvd. #300t \ . Littleton, CO 801207 9 4-· % •A« 303.794.4727 ph\24 0......1. 0 1 www.SterlingDesignAssociates.com /Pr -XPR. 4.0 FOOT i--22·=*Els -- / EXISTING«. -11 \*ISTING 41VALLEY PAN '21 ===222=: A j-ARKING -It)« 34. 111 4-2.PARKING TOJ- ' 'PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E.\REMAIN / \ COLORADO REGISTRATION 4833211FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC i 11 «L/1+4 4; 1 11///»r\\ 1 .///U// \41 Al /%1< L24..622-2 ·2=en ,#9,11- 9=52% . -*EX. 24" STORM SEWERI --- -- P\\Jhpzzz2zmE'1 / . ,I »«f««99 A-5 2 2 4 14>--9. 42 /=-If'. I.- 4 m 1,55!.5910.83 13/ 2.I 1. - EX 48" STORM SI tr- - ,6<254 -M. px AL I /6*3 -9 011 MiN.. 0 LPR. STORM 09.EX. 24" IRRIGATION ·* EXISTING -1 41NLET AND .6FLINE - - '·A P STERLING DESIGN ASSOCIATES, LLCSHOPS 439_4-P f -STORM SEWER _L F 'b NOTA PART<f··>}1 __11 / 1 -13 l. ..1 1 ISSUES & REVISIONSSTOR : ttif 10· \U i L -4 = -i.111.\\ 391.1 4.1 - /\4 \ // 1//,0/ \fil 9-rIp :TS =Paae={NO.: 1 DATE: 10/19/2017 BY: JGS2771/ e 5: 872 30 2-5503// X ././C PROPOSED C 4TECH DS STORMWATER EX (2)18"1 TREATMENT DEVICE (EAST) STORM SEWERS it X 48" STORM SEWERM EXISTING VACANT WALMh EX. FF EL. = 5507.20 O- 9 \\ 94 11 /}11 \ A 1.66 0.43 .29|0.75 4» E 1 \ 4 1/r -34*-[ST=KI i L= 0 1. 46 h O 1 l A-1 -A-4 0.89 0.77 \ 2160.82 PR. 4.0 FOOT VALLEY PAN EX. 36" STORM SEWER EX. 30" STORM SEWERR. STORM it 1 \ 1NLET AN t¢f LM SEWER 4 9 * i i l4 t CD 45 PROPOSED CONTECH EX 48" p STOR DS STORMWATER SEWER 1-%\ rn TREATMENT DEVICE (WEST)/l 1\/ PR. STORM - INLET AND 2%V - STORM SEWERPR. STORM i INLET AND , STORM SEWER l Ll.f 12614A-2 143 EX 48" STORM SEWER 0.32 0.74 \4 v-EX. 15" STORM BEWER 2-7 * 5506 2.79 10.75/ B-3 l E. rl----195 i ltv - AREA (ACRES) Ny E€8%@ r 4 Dj 46 1 14 1 / 4? I ....2.. j W I /»ONW j 7- D 16|0.81Ad J t: i /1/ /V.a-=·r-£·I.-r-11 3.37|0.83/ Xt 4 9//Ap \ 1 421 P \1· V! ' '. 4: DESCRIPTION: ISSUE FORCONCEPTREVIEW 1.J·.1 -1.1.-=.1.-..1-1.1-----i-Ill---i----I-I-.Il--Ili---*-I-.-Il- DATE: BY·NO.: 2 triE DESCRIPTION:\ f ...... ' NN -11 m - 84*46490 .\DESCRIPTION:. I :.. ..... W NO.: 4 DATE: -BY: - -/:/.././//#...£*i' 1&1- 4 I..0 B J -1- ....L. i DESCRIPTION:2 1 41% 1 All»11\ E A. ·NO. 5 DATE .-BY: - u -A 14 1 -EXISTING f ·-t t, ..;: gEE:23- ·.1.·-4.Wr..42.46 \ SHOPS 1 1- * 1 -r -, 21 61 1-4 1 - li ·ill NOT A PART 4 k 1 1 -- 14 - dl\ DESCRIPTION: -. 1/1/ \ NO.: 6 DATE: -\pil -.T•CEUp=,·T ·-· .' 1 DESCRIPTION: -i./ 'r.Lifi<-T<T-1\ \N + 1 %dll 1 /\\ El .1.02 V. f4 IFLAF F 1··g x «*NX««Nt«\ (»...;2 \1i « EXT*idG - -i·3\ \It \1 1..1,1 2 11/EXISTING BUILDING » PARKINd·-r- . £ \43 - QDOBA/ EXISTING ' A Di -P"AAIL l.: t k 1% ' - DATE SCALE· 1 41,61 10/19/2017 -4.U 4" - in' FUTURE DEVELOPMENT\/A ,) I I ,lia MAL FIRM ® BANK NOT A PART 1{< NOT A PART 1 1----- - 1 1-r J PROJECT MANAGER:PROJECT NO.: 0 ..L\44 \ -L*,Ajah->»»€4-%0259« I\1.0210.74,1- Tr-*issT<2. /'-IN . ' 'Vr ,1.\\\\\\\\\\\\\\Fl U--' _2-f.-37:3.;trf t:f ·-in,j· -74-·.· ?.Pyt.i3NOT APART.r---7 DRAWN BY:DRAWING FILE: UNS OFFSITE TO'YOUNGFIE -IN HISTORIC toNDITiON=3 -- iAy\6 1L,U .0 t -1 J 1 Il il I -1.=&---r=i==;u 1 E[--- *-<- 4 1 444%* 1 1 e........ - - -I--I.-I. - I.---- .... --I.-.917=1==L==.laEty F /64/16/'i "m#m,1/13#MAIJ#/4/%.14/4/,Il#/,m,In '9 matd#/441 -PROJECT =461=-_-7.3..--4*M€0jNA;c-y'".'.·f,.··%'r-· .·'· ..-2-71·".i..·· ·-.-vgu-,.z:€=1,'.'---===7-_2 -·„_:up_ --L --- ---14 ·-r---'--· · - ' r, .„niete-/-/-179&*adie«:.-/.;'.- -..#I... -APPLEWOOD SHOPPING CENTER4 NT,2,9...2.'-prrr N -U CA! 011!NU /.--- - / EXISTING=-7---EXISTING :- 2--4.--2»3f«'·7 38TH & YOUNGFIELDDRIVE------ ----r -DRIVE<-EXISTIN(1 SIGNALJIZEu -=L==-=UL-==4= 'EXISTIm -WHEAT RIDGE, COLORADOINTERSEPTION --¥t) U N-GFI IL[)2RI-REE]L=li* --------SIGNAbIZE INTERSECTION He 11-, -1 1 1(..f i e lai-, -:2 3 i'---I- .-*-7--=-7-5-«NI=I'7=7·-7-277.r- -·r-ING ti-invf) at 11 4\ al . -4- .11>UU 0 1-0 144 4 9 V 1%1 NO.: 3 DATE: -BY 1 En--n 91- 924<L -4.- f$ 44..14*1-&194 L 4 # 11 t A ev, 1% :3 - ENSEI 101 1>0 r )-2 0.80 11 1»,1/1 jil ..43#7.1,1 rm.F:55 / t iI.p'@ Fia e 6.1-% W I.y114%An.. 12=0 1w DR# -EL , \44 1\ 4 E Ue/ &6 45 -- 0 idti i )-•ne-7.1 7--=nt".fl-J:it* ED .EZEEI 0 30 SCALE: 1"= 60' ..024=_ U e..26) .. r' CLIENT: GENERAL NOTE THIS PLAN IS INTENDED TO BE USED AS A REFERNCE IN CONJUNCTION WITH THE DRAINAGE REPORT. DO NOT USE THIS PLAN FOR BID OR CONSTRUCTION. U NORTH F-771 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 60 120 SHEET TITLE: DRAINAGE PLAN SHEETNUMBER: 2 OF 2 1 1 1 1 1 1 1 APPENDIX E HISTORIC DRAINAGE MAP AND DRAINAGE PLAN 1 1 1 1 1 1 1 1 1 1 1 .P City of39-Wheat Rge -COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 5,2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the Specific Development Plan Amendment application for property located at 3600 Youngfield Street. I have reviewed the first submittal of the amendment and have the following comments. Please also refer to the enclosed redlined copy of the draft documents. General Comments 1. The titles on all sheets should be changed to reflect the planned development name and amendment number and to remove the last line: Applewood Village Shopping Center Planned Commercial Development Specific Development Plan Amendment #14 An Official Development Plan... 2. Revise page numbers and sidebars to create a cohesive SDP plan set document. The page numbers are not correct on several pages and missing from others. The following sheets should be removed from the SDP plan set because they will not be recorded with the SDP. Any revisions to these sheets may be submitted as separate exhibits and will be part of the future building permit application: a. ALTA survey page (page 2 in the PDF) b. Overall grading plan (page 8) c. Overall utility plan (page 9) d. Utility details (page 10) e. Pole/surface mount fixture pages (pages 15 and 16 in the PDF) The comments below match the pages in the current PDF document that was submitted to the City, not the page numbers noted in the sidebar. 3. The Regency Centers logo in the sidebar is very blurry and will not reproduce. Cover Sheet (Page 1) 4. The Sheet Index should be revised once the pages noted above are removed. 5. Remove the Planning Commission Certification block. 6. Add a Case History section, showing the relevant land use case numbers for this site, as shown on the redlined copy of the draft documents. www.ci.wheatridge.co.us Page 2 (ALTA Survey) 7. Remove this sheet. The ALTA is a helpful exhibit but not part of the recorded SDP plan set. Page 3 (Overall Site Plan) 8. Refer to the attached comments from RTD concerning access to the existing transfer center, noted as "Re-development Area 'B"'. Access must be preserved during construction and before the transfer center is relocated. The realignment of the drive affects striping and parking in the transfer center, and the proposed right-in/right-out entrances will affect buses entering and exiting the site. The City will require a plan showing proposed bus circulation during construction and with the right-in/right-out configuration, as well as a timeline indicating proposed dates of construction relative to the expected lease tennination of the RTD transfer center. 9. Provide additional landscaping islands where possible in the parking lot. 10. Remove the eight (8) parking spaces from the western access drive. 11. In the site data table: a. Revise the existing zoning so it reads "Planned Commercial Development (Applewood Village Shopping Center PCD, Amendment #9). b. Add the unit (S.F.) to the required landscaping calculation for Redevelopment Area A. c. Correct or clarify the total open space calculation; it does not equal the sum of the areas for the proposed landscaping and pedestrian amenity zone. d. The ODP required bicycle parking at a rate of 5% of required vehicle parking spaces. Add this to the required column and revise the table and plans to meet this requirement. e. Update the table for Redevelopment Area B to show the existing and proposed parking if this area will be restored as part of this project. f. For the Redevelopment Area B table, remove the building coverage and open space tables and add this note: "Redevelopment Area B is included in the SDP for the purpose of showing the modified boundary and parking affected by the modified access drive. Future redevelopment of this area will be reviewed through a subsequent Specific Development Plan amendment." g. Revise the note below the data tables to refer to the ODP document by name (edits shown here in bold): "REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT #9 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522." Page 4 (East Site Plan) 12. There are many unlabeled features and dots at the back of the building. Label these, add a legend, and/or remove. 13. What is the status of any modifications to the docks? 14. Note 25 regarding the fence references the landscape plans, but no additional details are provided. The ODP requires compliance with code, which limits fences to 6 feet in height. Anything taller would require a variance. Please provide additional detail on the current plan for the proposed fence, as the proposal was unclear based on conversations in the pre-application conference. Page 5 (Site Plan) 15. As noted above, show the restored condition of the parking in Redevelopment Area B. We -1*-,0 T.• '· I.Case No. WGP-+9-0* 1 44'1' & ALpting LUFic¢FE,tan 1 Pages 11 and 12 (Landscape Plans) 16. Sight triangles are inadequate as shown. The sight triangle is measured along the curb & gutter flow line and shall extend 55 feet along W. 38th Avenue and 25 feet into the private entrance. Please refer to the attached redline drawings from Public Works for more information. 17. Landscape plans need to be more detailed and need to include a schedule of plant material identifying species, quantity, and size. Provide a separate schedule for plant material on private property versus those in the right-of-way. Note that for street trees on public streets, trees should be selected for this environment and should include a variety of species. 18. The landscape plan indicates native seed over the entirety of Redevelopment Area B. As noted, please explain how this relates to the existing RTD transfer station and any demolition plans. What is the duration of time you expect this area to be covered with native seed? Page 14 (Photometric) 19. Change the building outlines to reflect the updated building footprints and tenant improvements. 20. The height of the parking lot lights far exceeds what is permitted by City Code which limits freestanding pole height to 18 feet. The ODP (AVSC Amendment #9) states: "Site and building lighting for new site development areas shall be reviewed by the City of Wheat Ridge Administration to confirm consistency with the goals of the development." While this language allows us some discretion in exceeding the 18-foot height limit, the proposed 37 feet is difficult to support. Reduce this height and provide a written justification for any height exceeding 18 feet. 21. Show pedestrian lights in the streetscape using the City's standard pedestrian light fixture. Spacing should be at least every 50 feet per the Streetscape Design Manual. 22. Are wall mounted fixtures proposed with the faGade improvements? If so, show here. 23. Are pedestrian lights proposed along the sidewalk in front of the fa™le? If so, show here. 24. Uplighting is prohibited by City Code. It appears the FLLA-1 are floodlights pointing up at the tenant signs/entrances. Alllight fixtures must be downcast to minimize undesirable effects of illumination such as glare, skyglow, and light pollution. 25. In the Luminaire Schedule add total height for freestanding lights and mounted height for wall- mounted lights. 26. Remove the numeric labels on light fixture locations (only label the light type). Page 17 (Elevations) 27. Colored elevations are a required exhibit but are not recordable. Provide blackline elevations for the SDP set and colored elevations as a separate exhibit. 28. Elevation material labels are insufficient (such as "brown stucco" and "yellow brick"). Provide a schedule table with the exterior finish information such as the specs for masonry (size, manufacturer, texture, color name), paint color manufacturers and names, etc. 29. Add the following note regarding signage: "Placeholders for signage are not approved as part of this site plan review. Compliance with applicable sign regulations will be reviewed through building permit applications or through a master sign plan." The application was also sent on referral to other City departments and outside agencies. Attached are the comments that were received. Wheat Ridge PubUc H/orks: See attached comments and redlines from Jordan Jefferies dated December 21, 2017. 92- 1910 Case No. WCP 17 01 /11¢h-&-4Gi+*g·Gelleept.an W Wheat Ridge Building Division:No comments. Wheat Ridge Police Department: No concerns. West Metro Fire Protection District: See attached comments from Bruce Kral dated December 13, 2017. Westridge Sanitation District: See attached comments from Kim Dahlin dated January 3,2018. Consolidated Mutual Water District: No comments. Regional Transporation District: See attached comments from C. Scott Woodruff dated January 3, 2018. RTD is concerned about how the redevelopment will affect access and utilization of the existing bus transfer center. Xcel Energ: See attached comments from Donna George dated January 3,2017. Centug Link: No objections. Comcast: No comments. This concludes the summary of comments. For questions or clarification on any comments, please feel free to directly contact me or Jordan Jefferies. Please resubmit digital copies of the SDP amendment in a.pdf file, and the supplementary documents in separate files. Sincerely, Scott Cutler Planning Technician CC:WZ-17-10 case file Tom Metzger, Regency Centers Wi '17 - 1 D Case No. W€P-+9=01 / 44' & KipH,ir€enee:*44*n 4 r 'i r City of39'- W heat Rgge-- PUBLIC WORKS Memorandum TO:Scott Cutler, Planning Technician FROM:Jordan Jefferies, P.E. DATE:December 21, 2017 SUBJECT:WZ-17-10/Applewood North - 3600 Youngfield St I have completed my first review of the Applewood North redevelopment received on December 12, 2017 and I have the following comments: PLANNING & ZONING Specific Development Plan: 1. Site Plan East (Sheet 7) - ADA ramps located at the east entrance of the front parking lot should be located entirely within the City' s ROW and should be directional-type ramps similar to those shown for the truck entrance/exit east of the building. Please revise for the construction document submittal. 2. Site Plan East (Sheet 7) - Curb cuts should be installed at the main entrances to the building. Please revise for the construction document submittal. 3. Site Plan West (Sheet 8) - ADA ramps located at the west entrance of the front parking lot should be located entirely within the City' s ROW and should be directional-type ramps similar to those shown for the truck entrance/exit east of the building. Median may require curb cuts to accommodate crosswalk. Please revise for the construction document submittal. 4. Site Details (Sheet 9) - Provide a detail for curb & gutter (public) in the construction document submittal. Detail shall include 2' gutters and 6" curb, for total width of 2.5'. 5. Utility Details (Sheet 13) - Provide details for storm sewer manholes and inlets in the construction document submittal. 6. Landscape Plan East (Sheet 14) - The site triangles are inadequate as shown. The site triangle is measured along the curb & gutter flowline and shall extend 55ft along 38th Avenue, and 25ft into the private entrance. 7. Landscape Plan West (Sheet 15) - The site triangles are inadequate as shown. The site triangle is measured along the curb & gutter flowline and shall extend 55ft along 38th Avenue, and 25ft into the private entrance. CIVIL ENGINEERING Preliminary Drainage Report: 1. Drainage Plan (PDF page 70) - The proposed drainage plan shows runoff from the northern portion of the vacant building flowing offsite (drainage basin 0-1). However, AVSC_WalmartRedevelopment_Review-1_JJ.ltr.docx Public Works Engineering December 21,2017 Page 2 the historic drainage map shows this runoff being captured in the onsite storm sewer. Public Works recommends that the runoff from the northern portion of the roof be routed through the onsite storm sewer system to limit the amount of runoff flowing directly into 38th Avenue. Can roof drains be piped into existing storm sewer upstream of water quality treatment manhole? 2. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. OTHER REOUIREMENTS (PHASE II OF THE PROJECT): 1. Final Drainage Report: Prior to commencement of Phase II of the Project (when the parking lot is removed and/or regraded) a Final Drainage Report shall be required. The Preliminary Report is so complete that after making the above corrections they can likely just change the title and resubmit as the Final Report. Please ensure the Final Report is signed and sealed for approval by Public Works. 2. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all drainage-related items such as detention ponds, outlet structures, drainageways or pans, and curb, gutter, and sidewalk. 3. Itemized Engineer's Cost Estimate: Please provide an itemized Engineer's Cost Estimate with the Phase II submittal for all items proposed within the public ROW. The approved estimate amount plus 25% contingency (125% of the approved estimate) may be used for the amount of the bond needed to issue any ROW Construction Permits (refer to item 4 below) if the amount exceeds the typical $10K. 4. Right-of-Way Construction Permit(s)licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way AVSC_WalmartRedevelopment-Review-1_JJ.ltr.docx Public Works Engineering December 21,2017 Page 3 Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right-of-Way shall only be performed by a municipally-licensed contractor. 5. Pre-Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre-construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 6. Drainage Certification/ As-Built Plans/ SMA and O&M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion ofthe drainage improvements, the Engineer-o f-Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As-Built Plans: The following items (as applicable) shall be included in the As-Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Grate/MH lid elevation for proprietary WQ structures. 4. Manholes, rim and invert elevations. 5. Drop Inlets, grate and invert elevations. ii. Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As-Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and AVSC_WalmartRedevelopment_Review- 1_JJ.ltr.docx r.i Public Works Engineering December 21,2017 Page 4 ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (ofthe signed & sealed sheets). 7. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City-based coordinate and land surveying information (i.e., Current Cio, Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www. ci.wheatridge. co.us AVSC_WalmartRedevelopmenLReview-1_JJ.ltr.docx West Metro Fire Protection District 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org December 13, 2017 Scott Cutler Planning Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2849 Fax: 303-234-2849 sculter@ci.wheatridge.co.us Re: WZ-17-10 3600 Youngfield Street Dear Ms. Reckert, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. Computer modeling must show that a fire apparatus with WMFPD specifications can negotiate around the first island encountered when entering from the west, continuing east to the store front. The need for a ladder truck bucket to swing over the island may prohibit any signage or trees on that island. Building plans must be submitted to WMFPD to assess for needed fire protection features. Permits are required from the fire district for core and shell, tenant finish, all work on automatic fire protection systems, all work on automatic fire detection systems, solar photovoltaic systems, radio amplification, underground fire line and for the storage ofhazardous materials. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkral@westmetrofire.org. Respectfully, 6-&264 Bruce Kral Fire Marshal ' Whatever It Takes"...To Serve 96 Xcel Energr PUBLIC SERVICE COMPANY Right of Way & Permits 1123 West 34 Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571. 3284 donna.1.george@xcelenergy.com January 3, 2018 City of Wheat Ridge Community Development 7500 West 2gth Avenue Wheat Ridge, CO 80033 Attn: Scott Cutler Re:Applewood Village North, Case # WZ-17-10 Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the specific development plan amendment for Applewood Village North. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the subject property. The property owner/developer/contractor must complete the application process for any new natural gas or electric service, or modification to existing facilities via FastApp-Fax-Email-USPS (go to: https://www.xcelenergy. com/start, stop, transfer/new construction service activation for builders). It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. Public Service Company requests that all gas and electric distribution facilities are shown on the plans, and that the PSCo document recorded at Rec. No. 451146 on October 21, 1971 in Jefferson County is also shown on the plans. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1 -800-922-1987 to have all utilities located prior to any construction. Should you have any questions with this referral response, please contact me at 303- 571-3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado Wed 01/03/20188:43 AM Kim Dahlin <kdahlin@westridgesan.comcastbiz.net> RE: WZ-17-10 Referral To Scott Cutler Cc Gary Welp Retention Policy 30 Day Retention Inbox (30 days) O This item will expire in 29 days. To keep this item longer apply a different Retention Policy. Expires 02/02/2018 Scott -in regard to Case No. WZ-17-10, the Westridge Sanitation District has the following comments: 1. Westridge Sanitation District has the ability to serve the development, butwe reserve our comments relative to the impact upon the capacity of the existing Westridge Sanitation District system until we can review the servicedemands based upon tap size and fixture counts. 2. Sheet 12 of 20: The proposed connection as shown on the west sideof the building to the line in West38 Avenue may not be possible withoutan extension along We5t 38fh Avenue from MH P9 as the sanitary sewer line as shown on the ALTA (between P9 and P9-7) is not active. There appears to be a stub to the west from MH P9 that could be potenbally used for a connection, but Westridge Sanitation District does not have any information on the length or alignment of that stub. Any extension ofthe main line along West 38" Avenue will require a umain extension agreement" with the Westridge Sanitation District. 3. There may be a service line that runs along the north side of the building that could be used for the above listed connection (see attached). 4. Anygrease trap or sand/oil interceptor will need to be provided and sized in accordance with industry standards. Thankyou. Kim Dahlin Office Manager Westridge Sanitation District Phone 303-424-9467 / Fax 303-424-2628 kdahlin@westridgesan.comcastbiz.net Wed 01/03/2018 10:29 AM Woodruff, Clayton <Clayton.Woodruff@RTD-Denver.com> WZ-17-10 To Scott Cutler Retention Policy 30 Day Retention Inbox (30 days)Expires 02/02/2018 Scott The only concern that the RTD has with this redevelopment is how it will affect our aocess and utilization of what they have identified as Re-Development Area B. Currently the RTD has a use agreement for this area and with the realignment of the entrance we would need to know how this will affect our bus operations as this isa transfer center for a ©ouple of the cross town buses. Thank you, imi© C. Scott Woodruff Engineer 111 Regional Transportation District 1560 Broadway, suite 700 FAS-721 Denver, CO 80202 0 303.299.2943 I m 303.720.2025 Clavton.woodruffand-denver.com > Rev. 7/2015 ,City 014- W heat Il iclae - COMMUNITY DEVELOPMEN I Submittal Checklist: Specific Development Plan (SDP) Project Name:Appleix,art U,1Ia ya- - 1.)ar404 Project Location:386 ed„6 1/ou.geel A Application Contents: The specific development plan (SDP) is a site plan for property that is zoned planned development. The SDP must be approved with or after an outline development plan and before right-of-way or building permit applications may be submitted. The SDP illustrates a site layout and building elevations for one or more phases of development and demonstrates feasibility through preliminary or final engineering. .Xl. Completed, notarized land use application form K 2. Application fee X 3. Signed submittal checklist (this document) Mineral rights certification formProof of ownership-e.g. deed Written authorization from property owner(s) if an agent acts on behalf of the owner(s) . '<7. Approved legal description on the Current City Datum with proper section and PHAC ties per City Geodetic Requirements, in Microsoft Word format · ¥ 8. SDP document-see form and content requirements below X Two (2) full size paper copies (24" x 36") h One (1) reduced size paper copy (11" x 17") i AutoCAD.dwg file format-confirm acceptable version with city staff - X 9. One (1) color reduction of building elevations4*_10. Civil documents, if required *WAI le prou, ded 9:1- 80·' sk,1614,1+4 . < 11. Written request and description of the proposal Include a response to the SDP review criteria-these are found in Section 26-305.D of the municipal code K 12. Electronic (Adobe .pdf) files of all submittal documents-these may be provided via email, CD, DVD, or USB flash drive Form and content of Specific Development Plan: Note: SDP amendments may not require all items listed herein. Required content will be determined at the pre-application meeting. Project information K.1. Title of document - centered at top of page in the following format: [Name] Planned [Commercial/Residential/Industrial...] Development An Outline Development Plan in the City of Wheat Ridge, Colorado A Part of the 1/4 Section, Township 3 South... Vicinity map Scale and north arrow-scale not to exceed 1"=100' Date of plan preparation and name/address of who prepared the plan Legal description Appropriate signature blocks - see cover sheet handout Signed surveyor's certification Community Development Department · (303) 235-2846 www.ci.wheatridge.co.us 8. Case history with applicable land use case numbers 19. Ownership/unified control statement, if applicable 10. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the ,4 project Iv/Al 1. Character of development - summarize in paragraph form the character of the project 12. Description of amendment, if applicable13. Site data in tabular form (numeric and percentage), including the following: *-92 a. Total area of property, gross and net ocierall b. Building coverage s ,+e- W..1c. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, and landscaped open space d. Number of parking spaces required and provided e. Gross floor area by use f. Number of residential units and density K 14. Justification of provided parking ratio, especially where shared parking is proposed Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area [acres/sq ft] gross [acres/sq ft] net Lot #[acres/sq ft] Lot #[acres/sq ft] Floor area by use [Use]sq ft [Use]sq ft Required/Allowed Proposed Lot size sq ft sq ft Building coverage %max / sq ft max % /sq ft Open space/landscaping % min / sq ft min % /sq ft Useable %min / sq ft min % /sq ft Sod %max / sq ft max % /sq fl Hardscape %max / sq ft max %/sq n Parking Standard # # Accessible # # Bicycle # # Site plan . Legend . Scale and north arrow (scale not to exceed 1"=100') . Property lines and dimensions . Adjoining property lines, buildings, access, and parking . Location of improvements that are proposed and those that are existing and will remain: a. Buildings-identify floor area, setback dimensions, proposed land use b. Parking and loading areas-identify handicap parking c. Open space/landscaping-identify size (sq ft) and type (eg living, sod, hardscape) d. Fences, walls, or hedges-identify height and material e. Exterior lighting f. Signs-identify type and height 2 g. Trash containers or storage area-identify height and material of screen walls h. Areas for outside storage/display-identify height and material of screen walls Easements, utilities, or other encumbrances that may impact development Drainage ways, pond areas, ditches, irrigation canals, lakes and streams-if applicable Streets and rights-of-way both adjacent and within the site-include names, widths, location of centerlines 100-year floodplain-if applicable Landscape Plan 9-1. Title of document (centered at top of page) ,>62. Scale and north arrow (scale not to exceed 1"=100') 7< 3. Legend;,< 4. Property lines and dimensions9 5. Proposed buildings and parking areas ¥ 6. Proposed open space/landscape areas-identify dimensions/square footage y 7. Proposed materials for all landscape and hardscape areas-identify type of groundcover, pavers, and plant material '< 8. Schedule of proposed plantings, including:a. Amount of open space required and provided-include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees b. Species name-common and botanical c. Quantity of each species d. Size of plants/trees-gallon size of container, caliper or height of trees e. Type of ground cover f. Quantity of ground cover-identify total size in square feet and as a percentage of total open space g. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Required Proposed Open space/landscaping % min / sq ft min % /sq n Useable %min / sq ft min %/sq n Sod %max / sq ft max %/sq ft Hardscape %max / sq ft max % /sq ft On-site trees # # On-site shrubs # # Street trees # # Trees Qty Botanical Name Common Name Shrubs Qty Botanical Name Common Name Street Trees Qty Botanical Name Common Name Building Elevations 4 524 eleuatron 91. Title of documefli (centered at top ot page) 2. Detailed elevations for each fagade 3. Detailed elevations for accessory structures 4. Detailed elevations for trash enclosures/screen walls 5. Material and color information 6. Structure dimensions-overall building height, overall building width, floor-to-floor heights 7. Summary table of materials and transparency by fagade-where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Required Proposed Ground floor transparency Fagade A %min / sq ft min %/sqft Fagade B %min / sq ft min % /sq ft Secondary material (EIFS/CMU/metal panels/siding...) Fagade A %max / sq ft max % /sq ft Fagade B %max / sq ft max % /sq ft Streetscape Plan -0- <Z,rn]Del ed (.JAA fi--·0r¢(5=.pe-- 1>/- 7 It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape Design Manual for streetscape design requirements. 1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1"= 100') 3. Location of all existing and proposed streetscape elements/furnishings, including: a. Sidewalk and amenity zones-location, dimensions, materials b. Street trees-identify spacing dimensions c. Street lights d. Pedestrian lights e. Street furniture-benches, trash cans, etc f. Bus stops g. Signs h. Irrigation system i. Utilities and utility boxes 1. Curbs and ADA ramps _4. Schedule of proposed plantings, including: a. Species name-common and botanical b. Quantity of each species c. Size of plants/trees-gallon size of container, caliper or height of trees d. Type of ground cover e. Quantity of ground cover-identify total size in square feet and as a percentage of total open space f. Supplementary notes-regarding irrigation, size of plant container, balled and burlapped, depth of non-living material/rock/bark, etc _7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color d. Quantity Photometric Plan 81. Title of document (centered at top of page) 42. Scale and north arrow (scale not to exceed 1"= 100') X 3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves (04. A fixture schedule that includes all luminaries shown on the plan and specs for eachfixture: a. Manufacturer and model a. Fixture type and wattage b. Mounting height of all fixturesg 5. Cut sheets showing the design and finishes of all fixtures, including designation of cutofffixtures (these may be provided separately from the plan sheet, if appropriate) Aerial Perspective - if required 1. Title of document (centered at top of page) 2. A blackline aerial perspective or "birds'-eye-view" image of the project shall illustrate building location, layout, bulk, and height in three dimensions. Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required): /l141. Trip generation letter or traffic study 1.2. Drainage report and plan 3. Civil construction plans 4, U,1.k 2»L Sub#A·ktl-4. Stormwater management plan (SWIVIP) 4 4,),M Z.nd· 5(00,6 vi/'I5. Stormwater operations and maintenance manual (0&M Manual)9 444 T·11% 50,*144 As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any fee. be made after the second (21 full review, I will be sut7 Ll DateSignature: : \El 41&17Name (please print): .08· Sc (€Phone:503-799 -47Z.7 5 ()> Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Transmittal Date:12/07/2017 Project: Applewood Village North - 38th & Youngfield To:City of Wheat Ridge Planning & Development Services Via: 7500 W. 29th Ave.Overnight Wheat Ridge, CO Delivery x Attn:Meredith Reckert Mail CC:For: Your Use x Comment x Approval Copies:Description: 2 Full Size - 24" x 36" Planning Submittal Set 1 11"x 17"- Planning Submittal Set and 11"x 17" Color Elevations 1 Drainage Report 1 Submittal Fee- Check no. 5887 1 Land Use Application Form 1 Signed Submittal Checklist 1 Proof of Ownership (Deed) 1 Legal Description 1 Color Reduction - Building Elevations 1 Project Narrative 1 Electronic Copy of Submittal Documents Please call or email with any questions or if there is anything else you need. Thank you, joe Schiel - 303-794-4727x213 joes@SterlingDesignAssociates.com Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com t. 950* 301 9 07 05 31 01 J38 j 301 G 1 1: 031'39 4*7 P ouilq 69 JAV<.rson 919,4 60 031omolo J APPLEWOOD VILLAGE SHOPPING CENTER - AMENDMENT #9 OUTLINE DEVELOPMENT PLAN PURPOSE FOR AMENDMENT THIS AMENDMENT IS FOR: LAND LOCATED IN THE EAST 112 OF THE N.W. 114 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF ™E GTH PRINCIPAL MERIDIAN. IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 1. EXPANDING THE BOUNDARY OF THE PLAN SOAS TO REZONEANDINCLUDE ADOrrION,d PARCELS PREVIOUSLY ZONED N-C R·C AND C·-1 AS SHOWN IN THE KEY MAP BELOW. 2. PROIONG GENERAL GUIDELINES AND PARAMETERS FOR NEW DEVELOPMENT AND RE-DEVELOPMENT IN THE SHOPPING CENTER. LEGAL DESCRIPTION APARCEL OF LAND LOCATED iN THE NORTHWEST ONEOUARTER OF SECTION 29,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE GTH PRINCIPAt. MERIDIAN. CirY OF WHEATRIDGE. COUNTY OF JEFFERSON STATE OF COLORADO. MORE PARTICULARLY DESCRIED BELOW: COMMENCING AT THE SOUTHEAST CORNER OF THE NeRTHWEST ONE-QUARTER OF SAIDSECT]ON 29 AND CONSIDERING T HE SOUTH LINE OF SAfo NORTHWEST ONE-QUARTER TO ZONED E f-SITE LOCATION \1 BEAR 888'29·29·W WITH ALL BEARINGS HEREIN RELATWE THERETO. ZONED K THENCE ALONG SAID SOUTH LINE, 689•2929'W A DISTANCE OF 1263.09 FEET:i \ THENCE N007431,A DISTANCE OF 98.24 FEET TOTHEPOINT OF BEGINNING,+SADPO,MTBEING ON THE EAST RIGHT-OF.WAY FOR YOUNGFIELD STREET AND 60.00 FEET EAST OF THE WEST UNE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF: ZONEDpco SAID SECTION 29:THENCE PARALLEL TO THE WEST UNE OF THE SOUTHEAST ONE-OUARTER OF THENORTHWEST ONE-QUARTER OF SAI[) SECTION 29, N0054'01·W A DISTANCE OF 556.10 FEET TOTHIESOUTHWEST CORNER OF LOT 1 APPLEWOOD VUAGESHOPPING CENTER SUBDIVISION LJ--1 ZONED (>1 =THENCE THE FOLLOWING TEN (10) COUR5ES ALONG TME WEST NORTH AND EAST BOUNDARIES OF SAID LOT 1. YOUNG'ELD ST. · I-NORTHWEST ONE-QUARTER OF SAjO SECTION 29. NOO•541·W, A DISTANCE OF 667.77' 1. CONTINWING PARAELTO THE WEST LINE OF THE SOUTHEASTONEWARTER OF THE KEY MAP CH..FoCTER OF THE DEVELOPMENT THE EXISTING REGIONAL MIXED USE COMMERCIAL RETAIL SHOPPING CENTER IS CHARACTERIZED BY ALL FORMATS OF RETAIL USE. THE SITE IS ADJACENT TO THE INTERSTATE AND ACCOMMODATES CONVENIENT CAR ACCESS, PARKING tty FRONT OF BUILDINGS AND PEDESTRIAN CIRCULATION THROUGHOUT THE CENTER. T#TE EXiSTING MIXED USE COMMERCIAL RETAIL SHOPPtNG CENTER BECAME A PLANNED COMAERCIAL DEVELOPMENT (PCD) IN 1975. IN 2007 THE SHOPPtNG CENTER WAS INCLUDED IN THE CONTEMPORARY OVERLAY AREA AS DEFINED IN THE WHEAT RIDGE ARCHITECTURAL AND SITE DESIGN MANUAL (ASOM). bEVELOPMENT GUIDEUNE ONGOING USE AND FUTURE DEVELOPMENT OF THE SHOPPING CENTER WILL BE CONSISTENT WITH THE LAND USES ESTABLISHED IN THE PCD INCLUDING STTE DESIGN BASED ON THE ALLOWED BUILDING AREAS. PAVING AREAS, LANDSCAPE AREAS AND PARKING. THE ASDMIS TO BE USED ASA GUIDEUNE FOR BUILDING DESIGN AS FOLLOWS. NEW BUILDING DESIGN E TO BE CONSASTENT WITH THE APPLEWOOD SHOPPING CENTER PCD. CHAPTER 4. SECTION 4.1 COMMERCIAL RETAILAND MIXED USE IN THE ASDI IS TO BE USED ASA GUIDELINE FOR BUILDING PLACEMENT, FACAOE DESIGN, MATERIALS. TRMSPARENCY AND SCREENING EXISTING @UILOING DESIGN MAJOR ADDITIONS: (50% OR MORE INCREASE IN THE EXISTING BUILDING SQUARE FOOTAGE) TO BECONSISTENT WITH THE APPLEWOOD SHOPPING CENTER PCD. CHAPTER 4, SECTION 4.1 COMMERCIAL- RETAIL AND MIXED USE IN THE AS[M IS TO BE USED ASA GUIDELtNE FOR FACADE DESIGN, MATERIALS TRANSPARENCY AND SCREENING. FACADE IMPROVEMENTS: TO BE CONSISTENT WfTH THE APPLEWOOD SHOPPING CENTER PCD AND USE CHAPTER 4, SECTION 4.1 COMMERCIAL- RETAIL AND MIXED USE IN THE ASOM ASA GUIDELINE. MINOR AOMIONS: (LESS THAN 50% INCREASE IN THE EXISTING BUILDING SQUARE FOOTAGE) TO BE CONSISTENT WITH THE APPLEWOOD SHOPPING CENTER PCD. OWNER'S GERTIFICATE The below signed one,(*). or legally designated agent(s) thereof, do ler/by agree that the propegy legally described hereon will bi developed as a Planned Bevel®ment in accordance with the uses. libictions and conditions contained in this plan. and as may otherwise be required by law. 1 (we) twther recognize tba the approval oto rezoning to PManned Devetopment, 2,10 approval 01 this outline ir'?rgt' J•4«•ry 1.t£development plan, does not create a vised propicty right _Vested property rights may only arise ancracc:ue pursuant to./4/ 1day of.*IBi#95<. 0*0 the plvisions of Sec,ior, 26·121 of the Wheat fidge Code of #d/h- -1• ._luge CIty CoIl. Lews U.S. Retail Partners, LLC 11 Q ./Tal ./.Th.... 11/ .APr/64]#1 LANDSCAPE AREA EACH REQUIRED SPECIFIC DEVELOPMENT PCAN (S[*) IS TO MEET OR EXCEED ™E MINIMUM LANDSCAPE REQUIREMENTS OF THS ODP SCREENING: TRASH ENCLOSURES: MATCH PRIMARY BUILDING MATERIALS. ROOF EQUIPMENT: SCREENED WITH PARAPETS GROUND MOUNTED EQUIPMENT: SCREENED WrTH LANDSCAPING i OR FENCING LOADING AREAS: SCREENED WITH LANDSCAPING OR BUILDING ELEMENTS AT THE OVIERS OSCRETION ECONOIC OEVELOPMENT DIVISION WEST 32nd AVENUE Il f i 8 - f SITE DEVELOPMENT STATISTICS EXISTING OVERALL: A SITE AREA - 1.438.304 SF • 32.97 ACRES a GROSS BUILDING ARMA- 387,110 SF. 28.9% C LANDSCAPED AREA.148,694 SF= 1035% D. PARKING AREA - 907.472 SF - 83.2% E. PARKING SPACE SUMMARY SPACES REQUIRED 1.548 (4.0/ 1000 SF BLDG) SPACES PROVIDED INCLUDES 56 ACCESSIBLEE F, USES PERMITTED - ALL C+1 G. MAXIMUM BUILDING HEIGHT - 50' GENERAL NOTES: 1-1 1 , - WEST 324 AVENUE PROPOSED OVERALL WITH AMENDMENT 9 A SITE AREA -1.505.152 SF - 34.554 ACRES B. GROSS BUILDING AREA - 35% MAXIMUMMAXIMUM ALLOWEb: 526.803 SF= 35% C LANDSCAFED AREA - 10% MINIMUM MINIMUM REQUIRED: 150.515 SF= 10% D PARKING AREA - 55% MINIMUM E. PARKING SPACE SUMMARY SPACES REQUIRED . 4 CARS PER 1000 GROSS S.F. F. USES PERMITTED -*L C-1 USES. MOTOR FUELING, DRIVE-THROUGH BANKING FACIUTIES, DRIVE THROUGH EATING ESTABUSHMENTS AND ITINERANT SALES PURSUANT TO SECTION 26-827 OFTHE ZONING AND DEVELOPMENT CODE. FEET: 2. N89'26'17-E, A DISTANCE OF 150.00 FEET;3. N00'54'01'W, ADISTANCE OF 200.00 FEET: 4. S89-26'17-W A DISTANCE OF 150.00 FEET:5 PARALLEL TO THE WEST INE OF THE SIUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, '00·54•01·W, A DISTANCE OF 135.14 FEET:6. ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RIOUS OF 182.00FEET ANO A CENTRAL ANGLE OF 77'2557•, AN ARC DISTANCE OF 245,96 FEET WITH A CHORD BEARING.N37'48·56-E, A DISTANCE OF 227.67 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY FOR W 38TH AVE.;7. ALONG SAID SOUTH RIGHT-OF-WAY. N76'31'4rE A DISTANCE OF 701.71 FEET. 8 800·45'08'E. AOIST.»ICE OF 670.37 FEET. 9. S89·26'17'W. A DISTANCE OF 0.68 FEET: 10. Soo'53·19-1, A DISTANCE OF 762.82 FEET TO THE NOR™EAST CORNER OF LOT 2, APPLEWOOD VILLAGE SHOPPING CENTER SUBDMSION: THENCE CONTINUING. SOO•53019·E ALONG THE EAST LINE OF SAID LOT 2. A DISTANCE OF 133.50 FEET TO ™E NORTHWEST CORNER OF LOT 19. APPLEWOOD VILLAGE;THENCE THE FOLLOWING FOUR 14) COURSES ALONG THE NORTHERLY, EASTERLY AND SOUTH BOUNDARIES OF LOTS 10 AND 20, APPLEWOOD VILLAGEE 1 S48·302412, A DISTANCE OF 234.05 FEET:2 ALONG THEARCOF ANON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 45.eD FEET AND A CENTRAL ANGLE OF 188'3841·. AN ARC DISTANCE OF 148.16 FEET MTH A CHORD BEARNG 53770'16-W, A DISTANCE OF 89.74 FEET; 3. SOO-'01·E. A DISTANCE OF 3891 FEET:4. S89·29'29·W, A DISTANCE OF 117.57 FEET TO ™E SOUTHWEST CORNER OF SAID LOT 20THENCE CONT}NUING. S89'29·29•W. A DISTANCE OF 37.43 FEET TO THE NORTHEASTCORNER OF LOT 23. APPLEWOOD VUAGE.THENCE ALONG THE EAST LINE OF SAID LOT 23, SO/54'01-1. A DISTANCE OF 115.21 FEET TOA PONT ON THE NORTH UNE OF THE PARCEL DESCRIBED BY THE SPECIL WARRANTY DEED RECORDED AT RECEPTION NO. 2008031587:THENCE THE FOLLOWING TWO (2) COURSESALONG THE NORTH BOUNDARY OF SAID ·PARCEL: 1. N82·31·217V, A DISTANCE OF 83.90 FEET;2. N88'13'59·W. A DISTANCE OF 72.07 FEET TO THE NORTHEAST CORNER·.OF THE PARCEL DESCRIBED BY THE BARGAIN AND SALE DEED RECORDED A.T RECEPTION NO. 2008093175.THENCE THE FOLLOWING TEN (10) COURSES ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL: 1 N88'+4022'W, A DISTANCE OF 58.35 FEET:2. ALONG THEARC OF ANON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF g,50FEET AND A CENTRAL ANGLE OF 87*14'16-, AN ARC DISTANCE OF i•.46 FEET WITH A CHORD BEARING N44•37'16™V, A DISTANCE OF 13.11 FEET. 3. 889•05'15-W, A DISTANCE OF 8736 FEET; 4. Soo*24'32·E. A DISTANCE OF 8.18 FEET; 5. ALONG THE ARCOF ACURVE TO THERIGHT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLEOF 89·32'21·.AN ARC DISTANCE OF 14.85 FEET WITH A CHORD BEARING 94'21'397. A DISTANCE OF 13.38 FEET: 6. S8907'49·W, A DtSTANCE OF 136.21 FEET:7. ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLE OF 90'4044·, AN ARC DISTANCE OF 15.04 FEET WITH A CHORD BEARING N45·31'50•w, A DISTANCE OF 13.51 FEET: 8. N00·11·28·W. A DISTANCE OF 2.00 FEET: 9. 809•48'32™,L A DISTANCE OF 3254 FEET;10. THENCE SOO·54·01·E, A DISTANCE OF 4.64 FEET TO THE NORTHEAST CORNER OF THEPARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 2011096840.THENCE ALONG THE NORTH UNE OF SAID PARCEL, S89'2029·W. A DISTANCE OF 146:91FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 2011098812: THENCE THE FOLLOWING TWO (2) COURSES Alt)NG THE NORTH-LINE OF SAID PARCEL: i. CONTINUING 889'29'29W, A DISTANCE OF·100.77 FEET;2. ALONG THE ARC OF ACURVE TO THE RIGHT HAVING A RADIUS OF 39.50 FEET AND A CENTRAL. ANGLE OF 8936·53·, AN ARC DISTRICE OF 61.78 FEET WITH A CHORDBEARING N45•42·05W. A DISTANCE OF 55.67 FEET TO THE POINT OF BEGINNING, CONTAINING 1,505,152 SQUARE FEET OR 34.554 ACRES, MORE OR LESS. CASE HISTORY SHEETINDEX ' WZ-7314:RC-1 0 RC 1 COVER:SHEET WZ-75-15:Re to PUD 2 OVERALL SITE PLAN WZ-77-19: istamendmort WZ-82-6: 2nd *m-Imer¢ Wl-54-18: 3,6 mmendrn- WZ-86-15: Chami,en,nt WZ-94-4: 50, amendment MS-962:-pkit WZ·98-3: Gthirr-ndmont WZ-04-00: 7thamendment wz-10·06: 011, arn•noment WZ.14-9: Gth amertament ph: 4 2 -1 "4 L·'·I·y -y·-·i -Vi: ./ f) . 7 5' . ·· i . T '· 4 A SHEET NO. 1 of 2 ''EVISION DATE: 3/30/16 <EVISION DATE: 2/17/15 PREPARED BY: NAOS DESIGNGROUP, LLC ·.EVISION DATE: 10/14/14 .SCALE: AS SHOWN •JOB#: 2010011 • ISSUE DATE: 09/12/14 J H 90 2 Po] 1009007-3- APPLEWOOD VILLAGE SHOPPING CENTER - AMENDMENT #9 OUTLINE DEVELOPMENT PLAN LAND LOCATED IN THE EAST 1/2 OF THE N.W. 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. NOTES: 1. EXISTING BUILDINGS·SHOWN HATCIDO 2. AREAS OF POSSIBLE DEVELOPMEN 1 CGA RE-DEVELOPMENT ARE LABELED •FUTUAE 50/ AREA' 7>77 21 3. EXISTING IMPROVEMENlS PROPOSED TO BE ZONED NC / / /' , REMOVED ARE SHOWN DASHED. ADD,TIONAL12J·-/J-j IMPROVEMENTS MAYALSOBE REMOVED AND WILL BE IDENTIFIED IN FUTURE SITE DEVELOPMENT PLANS./ ZQNED R-IA ,4. ALL FUTURE DEVELOPMENT MAY·NOT BE WRIGHT STREET /i\.WRIGHT COURT 1 1 LABELED FUTURE SOP ARM BUT WILL 51 IL BE1!SUBJECT TO SEE pEVELOPMENT PLANS (SDP). 1 11 APPLEWCOD VILLAGE .1 111 THE ACCESS POINTS AND INTERNALRIVERVIEW ACRES THIRD FILING ZON ED R-lA lit REFLECT THE EXISTING CONDITIONS 11t CIRCULATION SHOWN ON THIS OOP#BARM ATER 1.>I ZONED NC 14 1 ZONED R2 FOR THE 0VE11 DEVELOPMENT ATZONED R-2 DETENT ./.1/1 111 THE TIME OF THE ADOPTION OF THEZONED R-lA ODP. THE ACCESS POINTS MAY CHANGE, LIKELY CONSOUDATED, AS INDIVIUAL , f waiI+Ii,-.****#.9.-:„F,i**i,I.,.;Ir.F,-*IN-4-I.I.,-1-I,1.1„I-,J„a.,=a..8.Iji--I,,IjiI,I:k£,k,Ii,=I,ki-,1-mi"'m=9,"LI'*1!1111!1111111111!11}1 LJ-- f L-,- ACCESS DRivB., .4- //7 -r/>t 6!3*PARCELS ARE REDEVELOPED AND INCORPORATED.iNTO THE OVERALL DEVELOPMENT. THtl WOULD ALSO t**SSR**16 _ _ _INTERNAL CIRCULATION SHOWN ON THE , LIKELY CAUSE·A CHANGE IN rHE ·RESULT QF ·REDEVELOPMENT OF WRIGHT COURT OOP, CHANGES TO THE NUMBER AND LOCATION OF THE ACCESS POINTS ANDITt,/ -- - CIRCULATIONTHAT MAY OCCUR AS AL- '1j jjl lj[%743Ej·-3 i-li RESULTINGCHANGESTOTHEINIERNALWAVIDUAL OR MULTIPLE-PARCELS WILL- :ESS DRIVE BEE EVACUATED·DURING IHE REVIEW OF THE SITE SPECIFIC DEVELOPMENT=tz =1 ALUIJ-Llb P !14>f2#ZONED R-IA lirk g \ 1 ZONED R2 UNLESS DEEMED NECESSARY BY THE PLANS FOR THOSE PARCELS. REVISIONS TO THE OOP WILL NOT BE REQUIRED DIRECTOR OF COMMUNITY r .-'DEVELOPMENT. . f--11 F 0 0 Jle={11 j 111111111 1.111111111111111111111111 4*r #-'' ===--*-,j* ACC ESS DRIVE w .E.11 3 11'lliltlillill'11111 ilillillic= 1...4 i XENON STREET\\ // \\ $11.it 5555 6 44 4 at :3 ---0-NO / / -1 ,011;-4 04 93 44 'A l ' I l i lli' 111111·i l l i n 1111 lil l i ACCESS DRI E* * 4,12 955 -"4 j# Ell' 1 ZONED NC. IMM *f55 4%4% ff e.h - 33 ZIN i / \4 44 59 - /El 1/ it 5 15*bbe -2/ FIEE *55 3, Trzz '21 rmle:* - M &aiaZONED R-lA H 34 - -1 4 35. AbchS DRIVE u 1----1 0 01 4 2%4/5...i.=f.15¥ 2:1 MACCESS DRIVE *L -9 44 - ilazz==z cal 4* py o '321.-A -1111/11 0 1 Z .I2 H+144-1-1-M - ki E STORY/2 33 11 4 0 ki*ERRSRya 11111:1111 2-bCK 010*NG = id > 5555 4*993*6*4 j E.g&111 0 -1 1 - de#ki =1 4 :i Numad j FUTURE ! 1 6 ...01 ar 41 9 1 % 3% 2-1111111!1111111111 G = = 11111111,1 · -*r- 11*ACCE[BS DRIVE ZONED R-1 I Iotl.e=VA pING§9 8/Al .9 525 i \21»Ne©» f- C </ 1 3- 0 4 4%13!>EEE,EIA ==1 ZONED PCD .UNIL@.1111113 32/ 421= =€ 0 .4,0 0 -11 1,4'.11 1 5.1.Et-EI '-t =ZONED Cd W -al'111111§-1 -lillillin 011-1Th\14 .-. ------ - - 96 2T--VNV777.<...-.,-r.r.1--.- -1 - -z - Li- 2 - -= -¥Z- vauNGFIECUBTREET--bd 71 - - '6--& 7, m C 1 I -37 - 5 0 W -\1 93 92 01,1 0 0 t-, An__I0 08 1-70 INTERSTATE HWY :8 0 0 0 4 4 4 4 4 . 80 40 0 80 SCALE 3.'=80 0 6 23 55 00 & lili!111111111 111111 flili. C.Z 111'11'11 ili, 11 f-fx -In-rn ! 1. i i. 1.1. 1 1 F__1 111111·!111; - OR *111!11111!11111111 ESS [INIVE 81 '1 Naos Design Group, LLC 4949 SOUTH SYRACUSE ST. SUITE 460 DENVER, COLORADO 80237 (p) 303.759.5777 (f) 720.360.4281 www.naosdg.com Kimley Horn 990 SOUTH BROADWAY SUITE 200 DENVER, COLORADO 80209 (p) 303.228.2300 www.kimley-hom,com APPLEWOOD VILLAGE SHOPPING CENTER Regency Centers REVISION DATE: 3/30/16 REVISION DATE: 2/17/15 REVISION DATE: 10/14/14 SHEET NO. 2 of 2 PREPARED BY: NAOS DESIGN GROUP, LLC SCALE: AS SHOWN •JOB#: 2010011 • ISSUE DATE: 09/12/14 Legal Description Date:11 /29/2017 To:Meredith Reckert, Senior Planner City of Wheat Ridge Community Development Department 7500 W. 29th Ave. 2nd Floor Wheat Ridge, CO 80033 RE:SPECIFIC DEVELOPMENT PLAN AMENDMENT - Walmart Redevelopment at W 38th Avenue & Youngfield Street, Wheat Ridge, CO LEGAL DESCRIPTION (Provided by Client) Deed recorded on 1/1 8/2009 at Reception No. 2009001664 A portion of Lot I Applewood Village Filing No. 2 County of Jefferson State of Colorado APPLEWOOD VILLAGE JEFFERSON COUNTY 0 . When recorded. return to: Mandel Buder & Verger 101 Vallejo Street SanFrancisco. CA 94111 Attn: Danna Kozerski. Esq. ImMION m. FO922239 8/05/1999 15:40:11 PG: 001-013 PAGE PIE:65.00 DOC.FEE: 3567.70 RECORDED IN JEFFERSON COUNTY. COLORADO Accorded at o'clock M., Reception No.Jefferson County Recorder. /13 DF8,567.70 Warranty Deegl This deed, made thisely of /41/11):r ,1999, between AMB PROPERTY, L.P., a Delaware limited partnership, grantor. and BPP REI'AIL, LLC, a Delaware limited liability company whose legal address is 100 Bush Street 24(h Floor, San Francisco, CA 94104, grantee: Witness, that the grantor, for and in consideration of the sum of Ten ($10.00) Dollars, the receipt and 4 sufficiency of which is hereby acknowledged, has grmited. bargained. sold and conveyed, and by these presents [ does grant, bargain, sell, convey and confrm unto the grantees, their heirs and assigns forever, not in tenancy in - common but in joinf tenancy, atl the real property, together with improvements, if any, situate. 7 lying and being in the County of Jefferson, State of Colorado, and more particularly described oo Bxhibit A g attached hereto (the "Property")- Together with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders. rents, issues. and profits thereof. and all the estate. right, title. interest. claim and demand whatsoever ofthe grantor(s). either in law or equity, of. in and to the above bargained premises, with the hereditaments and appurtenances; To have and to hold the said premises above bargained and described, with the appurten,mces. unto the grantees, their heirs and assigns forever. The grantor(4 for himself, his heirs. personal representatives, Buccessors and assigns does covenant and agree that grantor(s) shall and will wacrant and forever defend the above-bargained pmmises in the quiet and peaceable possession of the grantees, their heirs and assigns. against all and evcry person orpersons claiming the whole or anypart thereof, by, through or underthe grantorfs). PROVIDBD HOWEVER, that this Deed and the warranty of title contained herein is made expressly11 0 subject to the following: Mit-=A. Real property taxes for the year 1999 and subsequent years; . All zoning and other regulatory laws and ordinances affecting the Property, Evi pa-346791v3 SKLD TA 10.199.164.102 OF 922239-1999.001 CO l F0922239 RED™m m. C. All restrictions, reservations, covenants, conditions, declarations, easements and lights ofway of record and all other matterso f record affecting the Property;3D. All matters shown or that would be shown on a current ALTA survey of the Property; and EL AU those matters set forth on the list of Permitted Exceptions attached heleto as Exhibit B and made a part hereof. In witness whereof the grantor(s) has executed this deed on the date set forth above. GRANTOR: AMB PROPERTY, L.P. a Delaware limited partnership By: AMB PROPERTY CORPORATION, By: CaMierF. Headapohl Vice President } STATE OF CALIB@RNIA }SS. COUNTY OF 9241 79**eato } 00 4##1999 b.fa.me. 72*5 /(- , .S6,0,*„, , A/.01'y P.,6.& pcsonally appeared Carlie P. Headapohl. ·pemenal41.knon-to.m##proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subsaibed to the within Instrument and acknowledged to Inc that he/she/they executed the same in hia,her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) orthe entity upon behalf of which the person(s) acted, executed the instument WITNESS my hand and official scal.KrmmrS-Emq 1125¥4a:EMOTA,ty Putlic.GAI.lf<lfuaIrt•f¥'CR,&Comid-Fiand,mo ---*Me·,Appil?6,gm,t Signature pa-34679Iv3 SKLD TA 10.199.164.102 3?922239-1999.002 t EXHIBIT A TO COLORADOSPECIAL WARRANTY DEED LEGAL DESCRIPTION RECEMI{* 10. FO922239 pa-346791v3 SKLD TA 10.199.164.102 JP 922239-1999.003 03 1 EXHIBIT DESCRIPTION FEEPT]011 10. FO922239 PARCEL 1: LOT 1. APPLEWOOD VILLAGE SHOPPING CENTER SUBDZVISION, AS PER THE PLAT RECORDED MARCH 1, 1996 AT RECEPTION NO. F0193712,COUBTY 01? mmERSON. STATE OF COLORADO. PARCEL 2: trNAT P.Uer OF THE SOUTHEAST QUARTER OF THE NORTENEST QUARTER aP. SECTION 29,TOWNSHIP 3 150019{. RADKE 69 WESfy OP TEE GTH PRINCIPAL MZMDIAN. DESCRIBED AS: COMMENCIN) AT THE POINT oF nMERSEOTION OF THE RAST RIGHT oF WAY oF YOUNOTIEr,DSTREET AND THE SOUTH LINE OF THE NORTITIEST QUARTER OF SAID SECTION 29. WMENCETHE WEST QUARTER CORNER OF SAIDSECTION BEARS SOUT!! 89 DE@RE,9 31 MINUTES 42SECONDS WEST. 1382-42 FEET AND THE SOUTBWEST CORNER or THE SOUTHEAST QUARTER OFSAID NORTHWEST QUARTER BEARS SOUnt 89 DEGREES 31 MINOT 42 SECONDS WBST 60.00¥E= 3 RUNNIZe %11:ENCE NORTH 00 0/GREES 51 MINUTES 48 SECONDS WEST, PARALUL WITH THEWEST LINE OP SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND ALONG EASTRIGH7 Or WAY LINE OP YCONGPIELD STREET, 180.00 FEET TO PER TRUE POINT OF=INATING, TEENCE CONTINUnla ALON, SAID EAST NIGHT OP WAY LIME. NORTH 00 DEGREES 51]ENUTES 48 SECONDS WEST 274.32 FEET; THENCE LEAVING SAID EAST RIGH, OF WAY LINE NORZE! 89 DEGES 31 MIN[ZIES 42SECONDS EAST, PARALLEL TO 'rEE Sao™ LINg OF SAID NORTHWEST QUARTER, 140.00FEET; THENCE NORTH 00 DEGREES 51 MIN[J'ZES 48 SECO,pS WRST. PARALLEL WITH SAID EASTRIGHT OF WAY LINE 175.68 VEW;THENCE NORTH 89 DEGREES 31 MINUTES 42 SECONbk EAST 150.00 FEET,THENCE SOUTH 00 DEGREES 51 MINUTES 48 SECONDS ZAST. PARALLEL WITH SAID EASTRIGH'P OF WAY LINE. 450.00 FEET,00748 SOUTH 89 Im•RIZES 31 MINUTES 42' SECONDS WEST PARAILEI, WITH TER SOVIMILINE OF SAID NORTHHEST COARTER, 290.00 FEET. MORE 011 USS, 90 TRE TRIZE POINTay BEGINNING. COUWZY OF JEFFERSON. Sm?2 OF COZ.ORADO. PARCEL 3: NON-EXCLUSIVE EASEMENT FOR INGRESS AND BGRESS FOR PEDES'mIAN AND VEHICULARACCESS. AND FORPARKING. AS MORE PARTICOI•ULY DESCRIBED IN THAT CERTAIN RECIPROCAL EASEMERT AND UNIFIED CONTROL AGREEMERT RECORDED MARCH 1, 1996 ATRECEPTION No. F0193714. COmITY Or .JEFFERSON. STATE OF COLORADO.epee .Woad SXLD TA 10.199.164.102 JF 922239-1999.004 -I --A EXHIBIT B TO COLORADO SPECIAL WARRANTY DEBI) PERMITI'ED EXCEPTIONS RECEPTIM 10. F0922239 pa-346791 v3 SKLD TA 10.199.164.102 JP 922239-1999.005 LA RECEPTRE 11[1. FO922239 EXHIBIT B PERMITTED EXCEPTIONS . Rights or claims of partiea in possession not ohown by the public records. Easements, or claims of eagemants. not shown by the public records. Discrepancies. conflicts in boundary lines, shortages in crea, encroacbments, and any facto which a cortect survey and inspection of the premisw would diaclome and which are not shown by the public xecordM. . Any lien. or right to a lien, for gervices, labor. or material heretofore or h/reafter furnighed, i=paved by law ana not shown by the public recoria. •. Taxes or spicial assessments which are not ohown u exiating liens by the public r•cord.. . Thi mortgage or trust dead, if any, refirred to in Item 4 Of Schedule A. EXCEPTIONS NUMBERED 1-6 ARE REREEY DELETED FROM THE Ot¢NER' S POLICY. 7. TAXES AND ASSESSMENTS FOR THE YEAR 1999 AND SUBSEQUENT YEUS. A LIEN. NOT YET DUE CiR PAYABLE. 8. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GlANTiD TO THS CITY AND COUNT¥ OF DENVER Inr THZ INSTRUMENT RECORDED MARCH 20. 1936 IN BOOK 379 AT PAGE 68 AND MARCH 26. 1951 ™ BOOK 712 AT PAGE 339, AND AS SHOWN ON TRB RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SOBDIVISION. OVER A PORTION OF PABCEL 1. 9. AN EASEMENT FOR IRRIGATION LINES Atm INCIDENTAL PURPOSES RESERVED BY MAUD B. SMITH IN THE INSTRUMENT RECORDED MARCH 22. 1956 IN BOOK 985 AT PAGE: 343, AND AS SNOWN CN THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, AF,ECTn,G PARCEL 1. 0. AN EASEMENT FOR SEWER LINES AND INCILOTTAL *RPOSES GRANTED TO NOR,fm,EST LAKEWOOD SANI™PION DISTRICT BY THE INSTROMENP RECORDED AUGUST 23, 1960 IN BOOK 1297 AT PAGE 351. AND AS SHOWN ON THZ RECORDED PLAT 903 APPLE<COD VILLAGE SHOPPING CENTER SUBDIVISION. AFFECTING PARCEL 1 AND A SMALL PORTION OF PARCEL 2. 1. AN EMEMENT FOR SEWER LINES AND INCIDENTAL PURPOSES GRANTED TO NORTHWEST LAKEWOOD SANITATION DISTRICT BY tHE INSTRUMENT RECONDED AUGSUT 23. 1960 IN BOOK 1297 AT PAGE 353. AND AS SHolat ON THE RECORDHD MAT FOR APPLEWOOD VILLAGE SHOPPING CZWTER SUBDIVISION, AFTECTING PARCEL 1 AND A PORTION OF PARCEL 2. Continued APPLauoab SKLD TA 10.199.164.102 ay 922239-1999.006 REEPTIO 10. FO922239 EXHIBIT B PERMITTED EXCEPTIONS 12. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COMRADO BY THE INSTRUMENT RECORDED OCTOBER 30, 1963 IN BOOK 1652 AT PAGE 38, AND AS SHOWN ON 7111 RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION. UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 13. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY 07 COMEADO BY THZ INSTRUMENT RECORDED MUCH 17, 1964 IN BOOK 1690 AT PAGE 580, AND AS SHOWN aN THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS Ser FORTH' IN THE INS*WHSNT, OVER A KNTION OF PARCEL 1. 14. AN EASEMENT FOR PUBLIC OrILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COMRADO BY THE DISTROMENT RECaRDED DECEMBER 31, 1964 IN BOOK 1768 AT PAGE 164, AND AB SHOWN ON *DE KBCORDED FLAP FOR APPLEWOOD VIMAGE SHOPPING CEEKPER SUBDIVISION. UPON THE TERMS AND CONDZTIONS SET FORTH IN THE INSTRUMENT. OVER A PORTION OP PARCEL 1. 15. AN EASEMENT FOR NEWER LINES AND INCIDENTAL PURPOSES GRANrED TO THE WESTRIDGE SANmAntION DISTRICT BY 71!13 INSTRUMEzH RECCmDED NOVEMBER 5. 1963 IN BOOK 1832 AT PAGE 558. AND AS SHOWN ON THB RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 1. 16. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENZAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COMRADO BY THE INSTNOMEEFT RECOBIDED JUNE 8, 1966 IN BOOK 1877 AT PAGE 157, AND AS SHOWN ON THE RECORDED FIAT FOR APPLEWOOD VILLAGE SHOPPING Cmen SUDDIVISION, UPON THZ TERMS AND CONDITIONS SET FORTH IN T'HE INSTRUMENT. OVER A PORTION OF PARCEL 1. 17. EASEMEmeTS FOR trim CONTINCED USE AND MMNTENANCE OF THE EXISTING UTILITIES AS COMTAINED WITHIN VACATED 35,11 AVENUE. AS SET FORTH IN RESOLUTION RECORDED JANUARY 9. 1967 IN BOOK 1916 AT PAGEN 458. AND AS SHOWN ON TEE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISIaN, OVER A PORTION OF PARCEL 1. 18. TEE EFFECT OF SAID LAND BEING INCLUDED WITHIN THE BOUNDS OF THE WHIZAT RIDGE FIRE PEOTE]CTION DISTECCT, AS SET FORTH IN INSTRIIMENT RECORDED OCTOSER 7. 1971 IN BOOK 2305 AT PAGE 895. 19. Am EASEMENT yOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED 70 PUBLIC SERVICE COMPANY OF COLORADO BY THE IASTRUMENT RECORDED OCTOBER 21. 1971 IN BOOK 2309 AT PAGE 906. AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VIMAGE SHOPPING CENTER SUBDIVISION, UPON Tim TERMS AND CONDITIONS Sm FORTH IN TEE INSTRUMENT, OVER A PORTION OF PARCEL 1. SKLD TA 10.199.164.102 a¥922239-1999.007 -J REEMICE 1 70922239 EXHIBIT B PERMITTED EXCEPTIONS 20. AN EASEMENT. FOR WATER PIPELIWES AND INCIDENTAL PURPOSES GRANTED TO THE CONSOLIDATED MUTUAL WATER COMPANC BY THE DITRUMENT RECORDED OCTOBER 31, 1972 IN BOOK 3440 AT PAGE 840. ARD AS SBO,al 021 T}!E RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVZSION. OVER A PORTION OF PARCEL 1. 21. AN EASEMENT FOR PUBLIC UTILIMFIES AND INCIDS!,rAL PURPOSES GRANTED m MOUNTAIN STATES TELEPHONE AND TEn£GRAPH COMPAN¥ BY THE INSTRUMENT RECORDED NOVEMBER 24, 1372 IN BOOK 2449 AT PAGE 154. AND AS SHOWN aN 72£ RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SOBDIVISION. UPON 11{E TERMS AND CONDI'MONS SM FORTE IN THE INSTRUMENT. OVER A PORTION OP PARCEL 1. 22. AN EASEMENT FOR PUBLIC UTILTTIES AND INCIDENTAL PURPOSES GRANTED TO MBLIC SERVICE COMPANY OF COLORADO B¥ THE INSTRUMENT RECORDED DECEMBER 1, 1972 IN BOOK 2451 AT PAGE 672. AND AS SHOWN ON THE RECORDED FLAT FOR APPLEWOOD VILIAGE SHOPPING CENTER SUBDIVISION, UPON •IME TERMS AND CONDITIONS Ser FORTH IN T}{S INSTRUMENT, OVER A PORTICN OF PARCEL 1. 23. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE Cm{FANY OF COLORADO BY THE INSTRUMENT RECORDED DECEMBER 29. 1972 IN BOOK 2459 AT PAGE 062, AND AS SHOWN ON Tim RDCORDED PLAT Foa APPI.EWOOD VIUAGE SHOPPING CENTER SUBDIVISION. UPON THE TERMS AND CONDITZONS SET FORTH IN THE INSTRUMENT, OVER A PaRTION OP PARCEL 1. 24. COVENANTS, CONDITIONS AND RESTRICTIONS. (BUT OMITTING THEREFROM ANY COVENANT CR RESTRICTICM BASED ON RACE. COLOR, RELIGION, SEX, HANDICAP, PAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY) WRICE DO NOT INCLUDE A FOR,EmORE OR *EVERrER CIN,88. AND »141 MID Alia SUDDL™ZE,28. AMENI,MEms AED NmmtknOMS ':22312,0. SEr FORTH IN WHZ INSTROMENT(19} RECORIED MA¥ 12, 1975 IN BOOK 2728 AT PAGE 300, AFFECTING PARCEL 1. 25. AN EASEMENT FOR PUBLIC UTILIWIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY- 0, COLORADO BY- THE INST,WMENT RECORDED JULY 3. 1975 IN BOOK 2745 AT PAGE 737, AND AS EXOWN 0 7118 REC©kDED PLIer FOR APPLEWOOD VILIAGE SHOPPING CENTER SUBDIVISION, UPON 7112 TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVEE A PORTION O, PARCEL 1. 26. TERMS. AGREEMENTS, PROVISIONS. CONDITIONS, AND OBLIGATIONS OF A NOTICE OF GROUND LEASS, EXECUTED BY APPLEWOOD VILLAGE, A PAmNERSHIP, AS USSORCS) AND THE Babo< 0/ APPLEWOOD, AS LESSERCS]. RECORDED AUGUST 27, 1976 IN BOOK 2895 AT PAGE 308. AND Ably AND ALL PARTIES CLAIMING BY, TBROUGH, OR IJXDER SAID LESSEE (S). AFFECTING A PORTION OF PARCEL 1. SUCH LEASE CONTAINS NO RIGH,S OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LBSSEE THEREUNDER. SKLD TA 10.199.164.102 07 922239-1999.008 28/1/ Ill F0922239 EXHIBIT B PERMITTED EXCEPTIONS 27. TERMS, CONDITIONS. PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THEAPPLEWOOD VIWAGE DEVELOPMENT PLAN AGREEMENT RECORDED ADGOST 30, 1976 IN BOOK 2896 AT PAGE 150. 28. AM SANEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLICSERVICE COMPANY OP COLORADO BY Tle INSTRUMENT RECORDED SEPTEMBER 17. 1976 INBOOK 2904 AT PAGE 162, AND AS SHOWN ON THE RECORDED MAT FOR APPLEWOOD VILLAGESHOPPING CENTER SUBDIVISION. OPON TRE TENMS AND CONDITIONS SET FORTH IN THE. INSTRUMENT. OVER A PORTION OF PARCEL 1. 23. COVENANTS. CONDITIONS AND RESTRICTIONS. (BUT OMITTING THEREFROM ANY COVENANTOR RE:SnICTION BASED ON RACE. COLOR. RELIGION. SEX. HANDICAP, FAMILIAL STATUS08 NATICINAL ORIGIN, IF ANY) WHICH DO ]107 naLUDE A FORFEITURE OR REVERTERCW,USE. AND ANY AND ALL SUPPLEMENTS. AMENDMENTS AMI} ANNEXATIONS THERETO. SETFORTH IN THS INSTRUMENT(S) RECORDED NOVEMBER 12. 1976 IN BOOK 2926 A, PAGE 630. 30. TERMS. CONDITIGNS, PROVIBIONS. AORBEMENTS AND OBLIGATIONS SPECIFIED UNDER TMEOFFICIAL DEVELOVMEm PLAN MAPS FOR. APPLEWOOD VIMAGE SHOPPING CE,nER RECORDEDAUGUST 19, 1977 IN BOOK 3056 AT RECEPTION NO. 909490. DECEMBER 20. 1977 INBOOK 31.73 Aw RECEPTION NO. 949552. NOVEMBER 18. 1982 A¥ RECEPTION NO. 82081092, OCTOBER 22, 1984 AT RECEPTION NO. 84099038. SEPTEMBER 11. 1986 AT RECEPTION NO. 86108656, SEPTEMBER 2. 1994 AT RECEPTION NO. 94145758. AND SEPTEMBER 22, 1995 Ae RECEPTION NO. 70119660. 31. AN EASEMENT ¥OR PUBLIC UTILITIES AND INCIDENEAL FURPOSES GRANTED TO PUBLICSERVICE COMPANY OF COLORADO BY Tim INSPRODIENT RECORDED MAY 31. 1978 AT RBCEPTION NO. 78048312, AND AS SNOWN ON THE RECORDED PLAT FOR APPLEWOODVILLAGE SHOPPING CENTER SORDIVISION. UPON THE TERMS AND CONDITIONS SET FORTH IN THZ INSTRm,ENP, OVER A PORTION OP DARCEL 1. 32. AN EASEMENT FOR PUBLIC UrILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLICSERVICE CC,[PANY OF COLORADO mr THE INSTRUMENT RECORDED OON]BER 25. 1978 AT RECEPTICE; NO. 78098329, AND AS SHOWN ON THE RECORDED PIAT TOR APPLEWOOD VILLAGEsHOPPING CE»PER SUBDIVISICN, UPCM THiD RES AND CONDITIONS SE; FORTH IM THE INSTRUMENT. OVE= A PORTION OF PARC& 1. 33. AN EASEMENT FOR SEWER LINES AND DICIDENTAL PURPOSES GRANTED TO TRE NORTHWEST LAKEWOOD SANITATION DISTRICr BY THE INSTRUISM' RECOEDED OCTOBER 7, 1985 ArRECEPTICS NO. 85096474. AND AS SHOWN 011 'MIE RECORDED PLAT FOR APPLZWOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION 07 PARCEL 1. SKLD TA 10.199.164.102 39 922239-1999.009 -9 ]EPTKE ]10. FO922239 EXHIBIT B PERMITTED EXCEPTIONS 34. AN BASEMENI' FOR,PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED m PUBLIC SERVICE COMPANY OP COLORADO BY THE INSTROMEXT RECORDED JUNE 13. 1986 aT RECBMION NO. 86064191. AND AS BHOWN ON THE RECORDED FLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION. UPON THE TERMS AND CONDITIONS SET FORTH IN Tne IMS¥*UMENT. OVER A PORTION Or PARCEL 1. 35. TERMS. AGZUmMENTS, PROVISIONS. CONDITIONS, AND OBLIGATIONS OF A SHORT FORM LEASE, EXECUTED BY APPLEWOOD VILLAGE, INC-, AS LESSOR(8) AND WAL-MART STORES. INC., AS LESSEEIS}. RECORDED NOVEMBER 10, 1987 AT IlECEPTION NO. 87140164, AND ANY AND ALL PARTIES CLAIMING BY, 51{ROUGH. OR UNDER SAID LESSEECS), AFFECTING PARCEL 1. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REPUSAL OR OPTIONS 70 PURCHASE IN FAVOR OP THE LASSBE THEREUNDER. 36. TERMS, AGREEMENTS, PROVISIONS. CONDITIONS. AND OBLIGATIONS OF A MEMORANDOM OF LEASE. EXECUTED BY APPLEWOOD VnLAGE. A COLORADO GENERAL PARnIERSHIP, AS LESSORIS) AND DILLON COMPANIES, INC.. dba KING SOOPERS, AS LESSEE{S), RECORDEDOCTOBER 19. 1988 AT RECEPTION NO. 88102321. AND ANY AND ALL PARTIES CLAIMING BY. THROUGH. OR UNDER SAID LESSE*(S]. AFFECTING PARCEL 1. SUCH LEASE CONTAINS NO RImfTS OF FIRST RK,USAL OR OPTIONS TO PURCHASE IN FAVOR OP THE LESSEE 19£ZRm;NnER- 37. · TERMS. AGREEMENTS, PROVISIONS, CONDITIONS, AND OBLIGATICINS OF A MEMORANDUM OF I.am:. EXDCUTED BY GERALD M. DIEHL, AS LESSORIS) AND CH:LI'S, INC., All LESSEZIS}. RECORDED APRIL 17. 1989 AT RECEPTION NO. 89032073, AND ANY AND ALL PARTIES CLAIMING BY. Ti£ROUGH. OR UNDER SAID LESSEE (S), APPECTING PARCEL 2. SUCH LEASE CONTAIN• NO RIGHTS OF' FIRST REFUSAL aR OPTIONS TO PURCHASE IN FAVOR OF THZ LESSKE TXEREONDER. 38. AN EASEMENT FOR DRAINAGE IMUT AND INCIDENTAL PURPOSES GUANTED TO U{E Crrlf OF WHEAT RIDGE Blt THE INSTRUMmn RECORDED JOLY 19, 1909 AT RECEPTION No.09061577. AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORITON OP PARCEL 1. 39. AN EASEMENT POR PUBLIC SIDEWALKS AND n;CZEarrAL PURPOSES GRAWDED TO THE CITY02 WHEAT RIDGE BY THE INSTRUMENT RECORDED JUL, 15. 1989 AT RECEPTION NO. 89061578, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPINGCENTER SUBDIVISION. OVER A PORTION OP PARCEL 1. 40. AN BASEMENT FOR TEAFFIC SIGNALS AND INCII=TtAL PURPOSES GRANTED TO THE CITY OFWl{BAT RIDGE D¥ THE INSTRUMENT RECORDED NOVEMBER 29. 1969 AT RECEPTION NO. 89101624, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VU•LAGS SHOPPINGCENTER SUBDIVISION. OVER A PORTION OP PARCEL 1. SKLI) TA 10.199.164.102 JP 922239-1999.010 P RECEPT]11 lia F0922239 EXHIBIT B PERMITTED EXCEPTIONS 41. TERMS, AGREEXENTS, PROVISIONS, CONDITIONS, AND OBLIGUIONS OP A WAKRANDUN OF LEASE, EXECUTED BY APPLEWOOD VILLAGE SHOPPING CENTER. A COLORADO GENERAL PARmNERSHIP. AS LESSORIS) AND PACIFIC COAST DISTRIBUTING. INC.. AS LESSEE(SI.RECON[DED DECEMBER 26, 1989 AT RECEPTION NO. 69111231, AND ANY AND ALL PARTIES CLAIMING BY, THROUGH. OR UNDER SAID LESSEE{S), AFFECTING PARCELS 1 AND 2. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REFUSAL OR POTIONS TO PURCHASE IN FAVOR 07 THE LISSER 9HEREUNDER. 42. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO THE CONSOLIDATED MUTUAL WATCR COMPANY BY THE DISmuMENT RECORDED nBRUARY 27. 1990AT RECEPTION NO. 90016474, AND AS SHOWN aN THE RECORDED PLAT FOR APPLEWOOD VILLAGE 91*OPPING CENTER SUBDIVISION. OVER A PORTION OP PARCEL 2. 43. AN EASEMENT' FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO TIES CONSOLIDATED MUTUAL WATER COMPANY BY TRE IMSTRUMENT RECORDED FEBRUARY 27. 1990 AT RECEPMON NO. 90016475, AND AS St•OWN ON THE RECORDED PLAT FOR APPLEWOODVILLAOB SHOPPING CENTER SUBDIVISION, OVER A PORTION OP PARCEL 2. 44. AN EASEMENT FOR WATER PIPELINES AND INCIDE!136 PURPOSES GRANTED TO THECONSOLIDATED MUTUAL WATER COMPANY BY THE INSTKUMENT XECONDED FEBRIJAZY 27. 1990 AT RECEPTION MO. 90016476. AND AS SHOWN ON Tlm RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION O, PARCEL 1. 45. TERMS. CONDITIONS. PROVISIONS. AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE CONSTRUCTION AGREEMENT WITH THE CONSOLIDATED MOTUAL WATER COMPANY RECORDED¥EmaAET 27.1990 AT RECEPTION NO. 90016477, AFFECTING PARCIL 2. 46. AN EASEMENT PeR PUBLIC UTILITIES AND INCIDD,TAL PURPOSES GRAterED TO POBLIC SERVICE COMPANY OF COLORADO Br WIE ne™,MENT RECORDED IRECM 14, 1990 AT RECEPTION NO. 90020362, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOODVILLAGE SHOPPING CENTER SOBDIVISION. UPON TEE TERMS AND CONDITIONS SET FORTH IN THE n,STRUMENT. OVER A PORTION OF PARCEL 2 47. ¥31048. OONDITIONS, PROVISIONS. AGREEMENTS AND OBLIGATIONS SPECIPIES UNDER THE FIRE LINE ACREEMENT WITH THE CONSOLIDATED MUTUAL WATER CCIODAN'r RECORDED APRIL23. 1990 AT RECEPTION NO. 90032752. AFFECTING PARCEL 2. 48. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDOMEAL PURPOSES GRANTED TO PUBLICSERVICE COMPANY OP COLORADO BY THE INSTRUMENT RECOFWED FEBRUARY 5, 1991 ATRECEPTION NO. 91010272, AND AS SHOWN ON TRE RECORDED PLAT FOR APPLEWOOD VILIAGE SHOPPING CENTER SUBDIVISION. UPCN THE TERMS AND CONDITIONS SET FORTH ZNTHE INSTRUMENT, OVER A PORTION OF PARCEL 1 SKLD TA 10.199.164.102 OP 922239-1999.011 l\ RECEPTIOI »D. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 49. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBUGATIONS SPECIFIED UNDER THE FIRE I.INE AGREEMENT WITR THZ CONSOLIDATED MUTUAL WATER COMPANY RECORDED SEPTEMBER 18. 1992 M RECEPTION NO. 92116033, AFFECTING PARCEL 2. 50. AN BASEMENT FOR WATER PIPEWNES AND INCIDENTAL PURPOSES GRANTED TO 7aE CITY AND COUNTY OF DENVER BY THE INSTRUMENT RECORDED NOVEMBER 10, 1993 AT RECEPTIC]g NO. 93186124, OVER A PORTION OF PARCEL 1. Sl. TERMS. CONDITIOUS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE PINE LINE AGREEMENT WITH TNE CONSOLIDATED MUTUAL WATER COMPANY RECORDED AUGUST 30. 1995 AT RECEPTION NO. F0108078. AFFECTING PARCEL 1. 52. TERMS, CONDITiONS. PROVISIONS, AGREEMENTS AND OBLIGATION, sPECIFIED UNDER THE FIRE LiNE AGREEMENT WITH TME ©®SOLIDATED MUT'CAL WATER COMPANY RECORDED AUGUS'T 30. 1995 AT RECEPTION NO. 90108079. AFT'ECTING PARCEL 2. 53. AN BASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED ZO THE CONSOLIDATED E,ZOAL WATER CONPANY BY THE nISTRUMENT RECORDED PEBRIJARY 8. 139 fAT RECEPTION NO. 70103243. AND AS SHOWN ON THE REZZORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SOBDIVISION. OVER A PORTION OF PARCEL 1. 54. TERMS. CO}DITIONS, PROVISIONS. AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER 7112 CONSTROOn©N AGREEMENT WITH TEE CONSOLIDATED MUTUAL WMER COMPANY RECORDED MARCH 1. 1996 AT RECEPTION NO. •0193344, AFFECTING PARCEL 1. 55. SUBJECT TO TEZE EFFECT OF TIKE HOTES PERTAI,/ING TO DRTE:•MaN AND RETENTIOE AREAS AND CROSS ACCESS/n:GRESS-EGRESS EASEMENTS, AND TE[13 APPROXIMATE IOCATION OF IRRIGATION CONDUITS, ALL AS SHOWN'aN THE RECORDED PLAT FOR APPLEWOOD VILLAGE SEOPPING CENrER SUB=VISION. 36. TERMS. CakmrMONS, PROVIRIONS. AGRZE:02*S AND OBLIGATIONS SPECIFIED UNDER THE NECIPROCAL EASEMENT AND UNIFIED CONTROL AGREEMENT RECORDED MARCH 1. 1996 AT RECEPTZON NO. r0193714. 57. LEASES AND TENANCIES AS EVIDENCED BY ™E AT€ACHED RENT ROLL DATED rWHICH LEASES AND PER:*:IES DO NOT INCLUDE RIGHTS OF FIEST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF TES LESSEES SOUUmMDER. SKLD TA 10.199.164.102 JV 922239-1999.012 rE, C RECEMIm 10. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 9. MATTERS AS DISCLOSED ON THE SURVEY PREPARED. BY CLC ASSOCIATES, INC. DATED FEBRUARY 5, 1996 AS JOB NO. 95-074: M ALL I.ABEZ,ED ENCROACHMENPS AS SHOWN TNExEON. 1. ENCROACHMENT OF ONB STORY BUILDING DESIGNATED 3490 YOUNGFIELD ONTO THE EASEMENTS REFERRED TO IN PARMRAPHS 16 AND 25. 2. ENCROACRMENT OF ONE STORY BUILDING DESIGNATED 3410-3460 YOUNGFIELD ONTO AN 8 • namITARY SEWeR LI}ZE. WHICH LINE MAY BVIDENCE OP AN EASEMENT OR LESSER SERVITUDE IN FAVOR OF A THIRD PARTL 3. m 01 ONE STORY BUILDING DE:SIGNATED 3490 YOm,GFIELD ONTO tHE EASEMENTS REyEmRED TO IN PARAGRAPHS 16 AND 25. 4. ImICROACHMEXT OF TRAMSPORMER AND RETAINING WALL LOCATED ON PARCEL 1 ONTO PARCEr, 2. 5. ENCROACMMENT OF ONE STORY BUILDING DESIGNATED 3310-3325 YOUNGFIELD ONTO THS EASEMENTS RIVERRED TO IN PARAGRAPHS 23 AND 28. 6. ENCROACHMENT OF TWO STORY BUILDING DESIGNATED 3230-3326 YOUNGFIELD aNTO TER EASEMENT REFERECED TO IN PARAGRAPH 13. 7. ENCROACHMENT OF OVEBMANG OF TWO STORY BUILDING DESIGNATED 3230-3250 YOUNFIELD ONTO 9'KE LAND TO THE NORTH DESIGNATED u {LOT 2) NOT A PART-. 8. ENCROACHMENT OF oNE STORY BUILDnED DESIGNATED 3300-3540 AND 3610 '700NGFIELD 01•TO THE EASEMENT REFERRED TO IN PARAGRAPH 8. AM 8 " SANITARX SEWER LIME. W}{ICE I,IME MAY EVIDENCE OF AN EASm,ENT (St LESSER SERVITUDE Ill FAVOR OF A TRImn PARTY, AND SHE EASEMENT REFERRED TO IN PARAGRAPH 17. 9. ENCROACHMEND OP RETAINING WALL ONTO TRE RIGH, 09 WAY FOR W. 38TH AVE:qUE. B} TICE: FACT TUAT 'MIE PENCE LOCATED ON '1918 EASTERLY PORTION OF SAID INED DOES NOT FOLLOW 'PHE; PROPERTY LINE. C) THE EXIS¢ENCE OF SANITARY SEWER LINES. STORM SEWER LIMBS, GAS LINES, WATER LINES AND IRRIGATION LINES OVER VARIOUS PORTIONS OF WE LAND 'rMAT ARE NOT CaNTAINED WI™IN A RECORDED EASEMENT. SKLD TA 10.199.164.102 JF 922239-1999.013 . q\ rware PAGE 1 U ela il'St State I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED ARE TRUE AND CORRECT COPIES OF ALL DOCUMENTS ON FILE OF "U.S. RETAIL PARTNERS, LLC" AS RECEIVED AND FILED IN THIS OFFICE. THE FOLLOWING DOCUMENTS HAVE BEEN CERTIFIED: CERTIFICATE OF FORMATION, FILED THE FIFTEENTH DAY OF SEPTEMBER, A.D. 1998, AT 12:40 O'CLOCK P.M. CERTIFICATE OF AMENDMENT, CHANGING ITS NAME FROM "BPP RETAIL, LLC" TO "U.S. RETAIL PARTNERS, LLC", FILED THE FIFTEENTH DAY OF SEPTEMBER, A.D. 2000, AT 4:30 O'CLOCK P.M. CERTIFICATE OF CANCELLATION, FILED THE TWENTY-SECOND DAY OF DECEMBER, A.D. 2004, AT 1:58 O'CLOCK P.M. CERTIFICATE OF CORRECTION, FILED THE THIRD DAY OF JANUARY, A.D. 2005, AT 3:53 O'CLOCK P.M. AND I DO HEREBY FURTHER CERTIFY THAT THE AFORESAID CERTIFICATES ARE THE ONLY CERTIFICATES ON RECORD OF THE AFORESAID LIMITED LIABILITY COMPANY. 2944682 8100H 050207240 apr 11£*11 >L.j-ul'ku-848,0 Harriet Smith Windsor, Secretary of State AUTHENTICATION: 3737937 DATE: 03-11-05 /J STATE 0/DELAWARE LIMITED LIABILITY COMPANY CSRTIMCATE of FORMAnON BPP RETAIL, LLC• Fixs-1: The namo of the limited liability company is * SECOND: Th€ address ofit» trgutered office in the Stjaic of Delaware ialhe Corporation Trust Company. 1209 Orange Street in the City of wilmington .County New Castle .The name of its Registered Agent at such address i•orThe Corporation Trust Company, 1109 Orange Street, Wilmington, DE 19801 I Tntln: (Use this paragraph only iflhe compuly is to have a spoeine effective date ordissolution'11}c latest date on whieh the :imitcd liability companyistodissolvcis Decomber 31. 2028 . D I Fourril: Unse, i any other matlers the members determine to,nclude herein.) I IN WITNESS WitERKOF, the unders,Zood havc executed this Certificate of Fornlation of 15th this dly of September .Ig 98 L 6, 141_, Authorized Person(s) r 1411· C. Vt,1,1 STATE OF DELAWARE SECRETARY OF STATE DIVISION OF CORPORATIONS -aLLED 12.40 PM 09/15/1998 981357494 - 2944682 •* TOTAL PAGE. 03 -* SEP-15-200e 17:02 CT CORPORAT I ON-. STATE OF DELAWARE DlspiReokhrIONS FILED 04:30 PM 09/15/2000 001468368 - 2944682 CERMFICATE OF AMENDMENT TO CERTIFICATE OF FORMATION OF BPPRETAIL, LLC A DELAWARE LIMITED WABILFTY COMPANY It is hereby ce,tified ttat: 1. The name of the limited liability company Is BPP Retail, LLC (»Companyl, 2 Paragraph 1 of the Certificale of Formation oflhe Company is amended to mad as follpws: '1, The name of me limited liability company is U.S. Retail Partners, LLC.' IN WITNESS WHEREOF, the undersigned has executed this Cedifcate of Amendmert to Certfution of Format!on of BPP Retail, LLC, this 15th day of September, 2000. BURNHAM PACIFIC EMPLOYEES LLC a Delaware limited liability company, Manager 8% BURNHAM PACIFIC OPERATING PARTNERSHIP, L.P.. a Delaware imited partnersh}p, its manager CIFIC PROPE@ poratioq:*gent By BURNHAM PA TIES, INC a Maryland cor Bral pa04 taBy: Ta..Ple¢ 8.k Scott c. Verges RaaIE*lofEDP/DEAmendKert Calpgrs;SPPRati.LPfalIctname 2014 2/177 rnT,-7 0 130 27. 2004' 2.32PM CORPORATE TRUSTIENTER -NO. 8085-P. 2 CERTIFICATE OF CANCELLATION 0F U.S. RETAIL PARTNERS, LLC 1. 1-he name of the limited liability company is: U.S. Refall Par,lers, LLC 2. The Certificate of Formation or the limited liability company was filed on:September 13, 1998. This Conifleate of Cancellation shall be effective upon filing. IN WITNESS WHEREOF, the undersigned has executed this Certificate ofCancellation of U.S. Retail Partners, LLC this 20* clay of December, 2004. U.S. Retail Partners, LLC By First Washington Realk.Inc. cekecutive'Vice President State of Afflaware Secretary of State Division of Cozporations Deliver.d 02:21 PM 12/22/2004 FILED 01.58 PM 12/22/2004 SRV 040932109 - 2944682 FILE .=7 r,l <· b JAN. 3.2005 3:33PM FIRST WASHItil-00 rmIAGE}rEHT, INC NO. 265 P. 2 LIMITED UABILITY COMPANY CERTIFICATE OF CORRECT]ON FILED TO CORRECT A CERTAIN ERROR IN THE CERTFICATE OF CANCELLATION OF U.S. RETAIL PARTNERS, LLC FILED IN THE OFFICE OF THE SECRETARY OF STATE OF DELAWARE ON December 22,2004. 1. The name of the limited liability company is U.S. Retail Paltners, LLC 2. A Certicate of Caneallation was filed by the Secretary of Slate ofDelaware on De©ember 22,2004 Wat requires correction as permitted by Section18-211 of me Delaware Urnited Liability Company Act, 3. The inacouracy or defect of the Certificate to be corrected is as follows: The Certificate of Cancellation was fled in error. The Limited Liability Companyis and continues to be an active enuty. The Certificate of Cancellation filed withthe Delaware Secretary of State on December 22,2004 ts hereby null and void. US Retail Partne•,LLC st Washington ReatVOC.t //4 liA M#Its manager Jeffrey Executive Vice Pmslded 0*11*- Vi:00 0¥ 4%019019¥t' Stat:e of Dalahure Secretary of State Division Of Corporatians Delivered 04:03 PM 01/03/2005 FILED 03:53 PM 01/03/2005 SRV 050002203 - 2944682 FILE 20/Ze 39ed am=90961£9208 £8 :SI 9003/28/Ig Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Narrative Letter Date:11 /29/2017 To:Meredith Reckert, Senior Planner City of Wheat Ridge Community Development Department 7500 W. 29th Ave. 2nd Floor Wheat Ridge, CO 80033 From:Wayne Sterling, RLA RE:SPECIFIC DEVELOPMENT PLAN AMENDMENT - Walmart Redevelopment at W 38th Avenue & Youngfield Street, Wheat Ridge, CO Owner / Applicant Information ApplicanUOwner/Developer U. S. Retail Partners, LLC c/o Regency Centers 8480 East Orchard Road, Suite 6900 Greenwood Village, CO 80111 TomMetzger@Regencycenters.com Civil Engineer / Landscape Architect Sterling Design Associates 2009 W. Littleton Blvd. #300 Littleton, CO 80120 Wayne@SterlinqDesiqnAssociates.com Architect Naos Design 4949 South Syracuse Street, Suite 460 Denver, CO 80237 DickA@Naosdg.com Proiect Description Sterling Design Associates has prepared a Specific Development Plan submittal on behalf of U. S. Retail Partners, LLC (Regency Centers, as Manager) for the re- development of the north portion of the Applewood Village Shopping Center. The scope of the project includes the conversion of an existing vacant Walmart building to a multi-tenant retail building. The conversion includes relocation of the entrances in the front of the building, as well as re-configuration of the truck dock areas in the rear drive aisle. The existing garden center on the north side of the building is also proposed to be demolished. Site enhancements are proposed as part of the project, including a detached walk along W 38th Avenue, a pedestrian amenity zone in front of the building, Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlinEDesifnAssociates.com A Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS and landscaping improvements throughout the site. As part of the project, the front parking field will be re-configured to improve vehicular circulation throughout the existing shopping center. The two existing access points in the north portion of the site are proposed to be relocated, which will require existing grade in the front parking field to be modified up to one to two feet in some areas. With the reconfiguration of the parking field, existing inlets will also need to be re-located and storm sewer will need to be installed to accommodate the new site layout. We look forward to your feedback and working with you in an attempt to develop an exceptional project for Regency and the City of Wheat Ridge. Zoning The property is zoned PCD (Planned Commercial Development), which allows the proposed uses.No changes to zoning are requested.The site is within the Contemporary Overlay District. Site Data This project lies within a portion of Lot 1, Applewood Village Shopping Center Filing No. 2. Re-development of the existing Walmart, front parking field and access points is approximately 9.97 acres. The vacant pad lot on the hard corner (previous bus stop area noted above) is approximately 0.94 acres. Parking and landscape requirements are based on the Applewood Village Shopping Center Amendment Outline Plan, dated 2/1 7/2017. Required parking is 4.00 vehicle stalls per 1,000 square feet (507 vehicle stalls). Provided parking is 583 stalls (4.61 vehicle stalls per 1,000 square feet). Required landscaping is 10% minimum (43,437 square feet). Provided landscaping is 45,163 square feet (10.5%). 16 bicycle parking stalls are proposed. Grading and Drainage The site sheetflows to the north and is captured by a series of inlets within the site. The inlets convey runoff to two main storm sewer lines within the site. The west storm sewer line is located in the front parking field and conveys runoff to the north to an existing 48" storm sewer in W. 38th Avenue. The east storm sewer line is located in the back drive aisle and conveys runoff to the north to an existing 48" storm sewer in W. 38th Avenue. Proposed development will maintain historic drainage patterns to the greatest extent possible. As part of this development, stormwater treatment devices (Contech CDS hydrodynamic separators) are proposed to be installed on each of the two storm sewer lines, which will provide water quality for the development. Additional detail is provided in the drainage report. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlinEDesifnAssociates.com -1 Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Photometrics The existing site lights have a pole height of approximately 37 feet, which is appropriate given the size of the parking lot. Within the development area, new fixtures will be LED and will provide sufficient illumination for safety and security, while minimizing light trespass onto adjacent properties to the greatest extent feasible. Please refer to the photometric plan provided with this submittal for additional detail. Pedestrian Connectivity New sidewalks are proposed within the site to encourage pedestrian connectivity from the right of way to the various commercial uses within the shopping center. The existing attached sidewalk on the south side of W. 38th Avenue is proposed to be removed and a new detached sidewalk is proposed to be installed. A "Pedestrian Amenity Zone", which includes pedestrian-oriented lighting and landscape planters, is proposed in the front of the existing building. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterliniDesiznAssociates.com PRELIMINARY DRAINAGE REPORT For: APPLEWOOD VILLAGE SHOPPING CENTER REDEVELOPMENT Wheat Ridge, Colorado PREPARED FOR: Regency Centers 8480 East Orchard Road, Suite 6900 Greenwood Village, CO 80111 Contact: Thomas Metzger Phone: 303-300-5335 PREPARED BY: Sterling Design Associates, LLC 2009 West Littleton Blvd, #300 Littleton, CO 80120 Contact: Joe Schiel 303.794.4727x213 December 1, 2017 1 1 ENGINEER'S STATEMENT This Drainage Report (the Report) has been prepared by me, or under my direct supervision, in substantial accordance with the requirement of the City of Wheat Ridge (CoWR) Site Drainage Requirements Manual. 1 1 1 Joe Schiel, P.E. Colorado Registered PE #48332 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS INTRODUCTION....................................................,,,,, 1 SITE LOCATION......................................................,....*. 1 SITE DESCRIPTION......................................................... 2 *. HISTORIC DRAINAGE SYSTEM................................... .............. 2 PROPOSED DRAINAGE SYSTEM..... ......... ........ ......... .............. 4 HYDRAULIC CRITERIA........................................................ 7 1. WATER QUALITY CRITERIA.. ......... ............. .............. .......... 7 Vlll.CONCLUSION........................................................... 8 REFERENCES................................... ............................. 8 IL 01 V V V APPENDIX A - FLOODPLAIN AND NRCS DATA APPENDIX B - HYDROLOGICAL CALCULATIONS APPENDIX C - CONTECH CDS HYDRODYNAMIC SEPARATOR DETAILS APPENDIX D - EXISTING STUDIES APPENDIX E - HISTORIC DRAINAGE MAP AND DRAINGE PLAN 1. INTRODUCTION The purpose of this report is to outline drainage and water quality improvements associated with the redevelopment of the north portion of the Applewood Shopping Center to ensure proposed development is in conformance with City criteria and previous drainage studies. This report has been prepared in accordance with the City of Wheat Ridge Site Drainage Requirements and the Urban Drainage Flood Control District (UDFCD) "Storm Drainage Criteria Manuals, Volumes 1,2, and 3 (USDCM) 11. SITE LOCATION The site is located at the southeast corner of 38th Avenue and Youngfield Street within the City of Wheat Ridge, Colorado. The project is situated within a portion of Lot 1, Applewood Village Shopping Center Filing No. 2, which is located within the northwest quarter of Section 29, Township 3 South, Range 69 West of the 6th P.M. Adjacent land uses consist of the following: • North: West 38th Avenue • East: Residential Subdivision • South: Commercial Development (Applewood Village Shopping Center) • West: Youngfield Street =\14 04# L1 \_220·€'--<SE225 JE-Iii - U r 1 1 L_,1 . I 1- 01 3N5*g_......._ __1 J 1 O 31 L---jEn -1 ti 11,1 21 APPLEWOOD SHOPPING CENTER U 1 w 32ND AVE ,.. 1 'It--H I -h-1, 11 1 1 'X 1... / NOR™ Project Location Map Not to Scale Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 2 111. SITE DESCRIPTION The site is approximately 22.94 acres in size and consists of the north portion of the Applewood Shopping Center, although only approximately 10.91 acres of the site is proposed to be redeveloped at this time. This report analyzes the two main drainage basins within the site that are tributary to the two main storm sewer lines, the west basin being 12.50 acres in the proposed condition and the east basin being 5.87 acres in the proposed condition, as well as basins that drain offsite and are not captured by the onsite storm sewer (4.36 acres in the proposed condition). Existing ground cover includes commercial buildings and associated paved drives, parking lots, and landscaping. A Natural Resource Conservation Service (NRCS) Web Soil Survey for the project area indicates that onsite soils are primarily Denver-Urban Land Complex, which are classified as hydrologic soil group C (see appendix). Runoff generally flows from the south to north with average slopes of approximately 1.0% to 4.0%. According to the FEMA Flood Insurance Rate Map (FIRM) number 08059C0 194F, the site lies within Zone "X", or areas determined to be outside of the 0.2% annual chance floodplain (see appendix). There are no known major drainage ways or drainage facilities located within the site. A 24" RCP irrigation pipe (Lee, Stewart, and Eskins Ditch line) crosses through the site diagonally and daylights east of the site, where it continues via open channel flow to the north and east. The irrigation ditch is proposed to remain and is not to be modified as part of this project. There is no known history of flooding associated with the site. The scope of the project is to re-develop an existing vacant Walmart building, which will be converted to a multi-tenant retail building. As part of the project, the front parking field will be re-configured to improve vehicular circulation throughout the existing shopping center. The two existing access points in the north portion of the site are proposed to be relocated, which will require existing grade in the front parking field to be modified up to one to two feet in some areas. With the reconfiguration of the parking field, existing inlets will also need to be re-located and storm sewer will need to be installed to accommodate the new site layout. The existing bus stop at the northwest corner of the site is proposed to be removed and this area is anticipated to be utilized for future development, although no Specific Development Plan or re-plat is proposed for this area at this time. Per City of Wheat Ridge drainage requirements, stormwater treatment devices (Contech CDS Hydrodynamic Separators) are proposed to be installed to provide water quality. Although only approximately 10.91 acres are proposed to be developed at this time, the stormwater quality treatment devices are designed to provide water quality for the entire drainage basins that are tributary to the two existing storm sewer lines, the west basin being 12.50 acres and the east basin being 5.87 acres. It is intended that the stormwater treatment will provide water quality for any future development or re- development within these basins. Future development could include development on the northwest corner of the site (existing bus stop noted above), or re-development of existing buildings or drives within the west or east basins. Final drainage reports or drainage letters would need to be prepared and submitted as part of any future Specific Development Plans associated with any future development, as required by the Cit:y. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 3 IV.HISTORIC DRAINAGE SYSTEM Major Basin Description Onsite runoff is captured by inlets within the shopping center, where it is conveyed via storm sewer to the north to a 48" storm sewer within W. 38h Avenue. The 48" storm sewer conveys flows west to Youngfield, and then to the north toward W. 40th Avenue. A previous drainage study was prepared and approved for the storm sewer improvements within Youngfield Street: • Hydrology & Hydraulics Report: Stormwater Management Plan for the Youngfield Street Improvements. from 38th Avenue to Ward Road, prepared by Felsburg Holt & Ullevig, updated May 23,2006. Per the Felsburg Holt & Ullevig report, a diversion structure was installed on the 48" storm sewer line at the W. 40th Avenue and Youngfield intersection. This diversion structure diverts low-flow stormwater events to a water quality pond (Prospect Park Pond) east of the intersection 40th Avenue and Youngfield intersection via an 18" storm sewer. High-flow stormwater events continue north in a 60" storm sewer and ultimately discharge into Clear Creek. Existing Basin Description In the historic condition the site can be divided into two basins (refer to the enclosed Historic Drainage Map). The west basin is tributary to the main storm sewer line in the front parking field of the existing Walmart building. The east basin iS tributary to a separate storm sewer line that is located behind the existing Walmart building in the back drive aisle. A previous drainage study was prepared and approved for construction of the two existing storm sewer lines within this site (refer to appendix): • Drainage Report for a portion of Applewood Village Shopping Center 38th and Youngfield Streets, prepared by Colorado Land Consultants, revised November 15, 1994 The west basins (basins H-A- 1, H-A-2, H-A-3, H-A-4, H-A-5, and H-A-6) are approximately 11.97 acres in the historic condition and are comprised of the front parking field, miscellaneous commercial buildings, and associated drive and landscape areas. Runoff from this basin sheetflows to the north at slopes of approximately I % to 4% and is captured by inlets and storm sewer within the development. The west (H-A-) basins are tributary to the existing storm sewer line that flows south to north in the front parking field and discharges to the existing storm sewer within W. 38th Avenue approximately 250 feet east of the W. 38th Avenue and Youngfield intersection. The east basins (basins H-B- 1, H-B-2, H-B-3, and H-B-4) are approximately 6.73 acres in the historic condition and are comprised of the roof areas for the existing Walmart, King Soopers, and Petsmart, as well as the back drive aisle and truck dock areas. The east (H-B-) basins drain to the north at slopes of approximately I % to 4% and are captured by inlets and storm sewer within the development. The H-B- Basins are tributary to the existing storm sewer line that flows south to the north within the back drive aisle and discharges to the existing storm sewer within W. 38h Avenue approximately 700 feet east of the W. 38h Avenue and Youngfield intersection. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 4 It should be noted that due to the configuration and capacities of the existing storm sewer infrastructure, it is likely that only a portion of the onsite runoff is captured by the onsite storm sewer, particularly in the major ( 1 00-year) storm event. Runoff that is not captured by the onsite storm system due to limited capacity of the existing inlets and storm sewer is likely conveyed via surface flow to W. 38th Avenue where it is either eventually captured by inlets within W. 38th Avenue and Youngfield, or continues north via curb and gutter towards Clear Creek. During major storm events where the existing storm infrastructure is completely inundated, a portion of the onsite runoff is also likely captured by the existing Lee, Stewart, and Eskins irrigation ditch line northeast of the site, which exists in an open channel condition. Portions of the site that are not captured by the onsite storm sewer system and sheetflow offsite to W. 38th Avenue and Youngfield Street are designated by basins H-O- 1, H-O-2, and H-O-3 and are comprised of the garden center of the existing Walmart building, commercial buildings, parking, drive and landscape areas. Basins H-O- 1, H-O-2, and H-O-3 total approximately 4.04 acres in size. No disturbance or development is proposed within basin H-O-3 at this time (2.70 acres). V. PROPOSED DRAINAGE SYSTEM The Rational Method was utilized to analyze runoff conditions associated with the proposed development: Rational Method Discharge Equation: Q=CIA • Q = Maximum Rate of Runoff in Cubic Feet per Second NFS) • C = Runoff Coefficient (Calculated on an individual basin weighted basis utilizing Runoff Coefficients in accordance with Table RO-5, City of Wheat Ridge Site Drainage Requirements • 1 - Rainfall Intensity in Inches per Hour (In/Hr) (Calculated based on individual basin drainage conveyance methods, Time of Concentration and Rainfall Intensity Values in accordance with Figure 5.1, City of Wheat Ridge Site Drainage Requirements). Runoff conditions and the analysis utilized in the preparation of this Report consist of the following design intervals: • Minor Storm: 5-year Storm Event • Major Storm: 1 00-year Storm Event Major Basin Description Proposed storm drainage facilities will be designed to comply with City of Wheat Ridge and UDFCD criteria. In accordance with the criteria, proposed development reduces overall site impervious and maintains historic drainage patterns to the greatest extent possible. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 5 The two main historic basins will be maintained in the proposed condition, and the existing storm sewer system is proposed to remain to the greatest extent possible. The west basins (basins A- 1, A-2, A-3, A-4, A-5, A-6, and A-7) are approximately 12.50 acres and is comprised of the front parking field and a number of smaller retail buildings. The east basins (basins B- 1, B-2, B-3, and B-4) are approximately 5.87 acres and is comprised of the roof areas of the existing Walmart King Soopers, and Petsmart, as well as the back drive aisle and truck dock areas. Portions of the site that are not captured by the onsite storm sewer system and sheetflow offsite to W. 38th Avenue and Youngfield Street are designated by basins O- I and O-2 are approximately 4.36 acres in size and are comprised of building, landscape, drive and parking areas. The sub-basins were divided to be consistent with historic drainage patterns. Since no water quality features currently exist onsite, Contech CDS stormwater treatment devices are proposed to be installed on the existing storm sewer to treat runoff prior to it leaving the site. Sub-Basin Description Basin A- / Basin A- 1 (0.89 acres, 92% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A- 1 sheetflows to a proposed inlet located in the northwest corner of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-2 Basin A-2 (0.32 acres, 90% impervious) consists of drive and landscape areas in the northwest portion of the site. Basin A-2 sheetflows to a proposed inlet located in the northwest portion of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. 8osin A-3 Basin A-3 (1.02 acres, 90% impervious) consists of a future commercial pad lot. An impervious value of 90% was assumed for this basin. It is assumed that once developed, runoff from Basin A-3 will be routed to the proposed inlet in Basin A-2, where it will continue to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Basin A-4 Basin A-4 (2.16 acres, 96% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-4 sheetflows to a proposed inlet located in the northwest corner of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. 8osin A-5 Basin A-5 (2.59 acres, 97% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-5 sheetflows to a proposed inlet located in curb and gutter on the north edge of the basin. Storm sewer will be installed to connect the proposed inlet to the existing storm sewer in Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 6 the west portion of the site. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. 8osin A-6 Basin A-6 (2.16 acres, 95% impervious) consists of parking, drive and landscape areas within the front parking field. No disturbance or re-development is proposed within this basin at this time. Basin A-6 sheetflows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. Sub-Basin A-7 Basin A-7 (3.37 acres, 97% impervious) consists of parking, drive and landscape areas within the front parking field. Basin A-7 sheetflows north, where it is captured by an existing valley pan. No disturbance or redevelopment is proposed within this basin at this time. The existing valley pan conveys runoff to the north to an existing inlet located in the northeast corner of Basin A-6. Runoff from this basin will continue via existing storm sewer to the West Contech CDS Hydrodynamic Separator water quality treatment device located in the front parking field. 8asin 8- / Basin B- 1 (2.29 acres, 91% impervious) consists of drive, landscape areas, and a portion of the existing Walmart building. Basin B- 1 sheetflows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 8-2 Basin B-2 (2.79 acres, 90% impervious) consists of drive, landscape areas, the existing Petsmart building, and a portion of the existing Walmart building. No disturbance or redevelopment is proposed within this basin at this time. Basin B-2 sheetflows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 8-3 Basin B-3 (0.79 acres, 90% impervious) consists of drive and landscape areas and a portion of the Exisiting King Soopers building. No disturbance or redevelopment is proposed within this basin at this time. Basin B-3 sheetflows to an existing inlet located in the northeast corner of the basin. Runoff from this basin will continue via existing storm sewer to the East Contech CDS Hydrodynamic Separator water quality treatment device located in the back drive aisle. Basin 0- 1 Basin O- 1 (2.29 acres, 54% impervious) consists of parking, drive and landscape areas in the north portion of the site. Basin O- 1 sheetflows offsite to W. 38th Avenue to the north. Basin 0-2 Basin O-2 (2.70 acres, 87% impervious) consists of parking, drive and landscape areas within the front parking field. No disturbance or redevelopment is proposed within this basin at this time. Basin O-2 sheetflows offsite to Youngfield Street to the west. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 7 Ofsite Run-on Sub-basins No areas are anticipated to run-on to this site. VI.HYDRAULIC CRITERIA The intent of this Preliminary Drainage Report is to allow the City to review the proposed drainage and water quality concept. Detailed hydraulic calculations will be provided with the Final Drainage Report. Flowmaster software will be utilized to analyze new storm sewers. UDFCD UD-Inlet (latest version) spreadsheets will be utilized to analyzie new storm inlets. The storm sewer capacity and intlet capacity will utilize design intervals as outlined by the following design storm events: • Minor storm: 5-year storm event • Major storm: 1 00-year storm event VII.WATER OUALITY CRITERIA As part of this development, stormwater treatment devices (Contech CDS Hydrodynamic Separators) are proposed to be installed on the existing storm sewer lines, which will provide water quality for the two major drainage basins that are tributary to each storm sewer line. These water quality treatment devices will provide permanent water quality for the area that is proposed to be redeveloped with this project, as well as any future projects that may occur within the drainage basins. Full stormwater detention is not proposed due to the site's proximity to Clear Creek, the fact that no detention currently exists onsite, and the fact that the project will reduce overall impervious area. West Contech CDS Hydrodynamic Separator A Contech CDS5653- 10 Hydrodynamic Separator is proposed to be installed in the north portion of the site on the west storm sewer line within the front parking field, and will treat runoff for the west basin ( 12.50 acres). This hydrodynamic separator will be designed to treat the water quality storm event The minor and major storm events will pass through the device untreated. Additional calculations and details on the Contech CDS Hydrodynamic Separators can be found in the index. Flowrates for each storm event are as follows: • Water Quality storm event: 12.15 cfs • 5-year storm event: 28.17 cfs • 100-year storm event 61.9 I cfs Drainage Report - Applewood North 38[h and Youngfield City of Wheat Ridge, Colorado Page 8 East Contech CDS Hydrodynamic Separator A Contech CDS4040-8 Hydrodynamic Separator is proposed to be installed in the northeast portion of the site on the east storm sewer line within the back drive aisle, and will treat runoff for the east basin (5.87 acres). This hydrodynamic separator will be designed to treat the water quality storm event. The minor and major storm events will pass through the device untreated. Additional calculations and details on the Contech CDS Hydrodynamic Separators can be found in the index. Flowrates for each storm event are as follows: • Water Quality storm event: 4.52 cfs • 5-year storm event: 11.65 cfs • 100-year storm event: 25.66 cfs VI11.CONCLUSION The proposed development will adhere to the previously prepared drainage studies for this site. The site will convey runoff to two proposed stormwater treatment devices, which will provide water quality for the site. In adhering to the previous reports, this site is following the design standards and guidelines as set forth by the City of Wheat Ridge Site Drainage Requirements and the Urban Drainage Flood Control District (UDFCD) Storm Drainage Criteria Manuals. IX.REFERENCES A. City of Wheat Ridge Site Drainage Requirements - Prepared by the City of Wheat Ridge; Dated January, 2017. B. Drainage Report for a portion ofApp/ewood Village Shopping Center, 38th and Young#eld Streets in the City of Wheat Ridge, CO, Revised November 15,1994, Colorado Land Consultants. C. Hydro/ogy & Hydrau/ics Report Stormwater Management Plan for the 'foungtie/d Street /mprovements, from 38th Avenue to Ward Road, Wheat Ridge, CO, Updated May 23,2006, Fellsburg Holt & Ullevig. D. Urban Storm Drainage Criteria Manual, Volume I through Volume 3,current edition, Urban Drainage and Flood Control District. Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 9 APPENDIX A FLOODPLAIN AND NRCS DATA Custom Soil Resource Report Soil Map ::1.0 2 443*1 Cn 34' ' JE 11/4 r 1 j 404 -3 i 4 u.··1 f. r 0 39° 464" N //////llllill/llll .... Ill/lillllllilillllli -I/IIIIIL.-<49, Illlliill 39° 46' T N 390 45' 47" N 39° 45'47" N Map Scale: 1:2,450 if printed on A portrait (8.5" x 11") sheet. N A , P letcrs 0 35 70 140 210 if-Oet 0 100 E 400 600 Map projedion: Web Meluator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) 6J Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout ® Borrow Pit Clay Spot Closed Depression Gravet Pit Gravelly Spot Landfill k Lava Flow * Marsh or swamp * Mine or Quarry Miscellaneous Water Perennial Water V Rock Outcrop Saline Spot ' Sandy Spot 41* Severely Eroded Spot * Sinkhole Slide or Slip Sodic Spot Soils 0 Spoil Area Story Spot a Very Stony Spot Wet Spot 8 Other e Special Line Features Water Features Streams and Canals Transportation * Rails ov Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000 Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG·3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distofts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,0000rlarger. Date(s) aerial images were photographed: Jun 10,2014-Aug 21,2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background 10 Custom Soil Resource Report MAP LEGEND MAP INFORMATION imagery displayed on these maps As a result. some minor shifting of map unit boundaries may be evident. 11 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 34 Denver-Urban land complex, 0 23.4 100.0% to 2 percent slopes Totals for Area of Interest 23.4 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. 12 Custom Soil Resource Report An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a so#series.Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases.Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A comp/ex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group \s made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas.Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 13 Custom Soil Resource Report Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties 34-Denver-Urban land complex, 0 to 2 percent slopes Map Unit Setting National map unit symbol: *nn Elevation: 5,200 to 6,500 feet Mean annual precipitation: 13 to 17 inches Frost-free period: 126 to 142 days Farm/and c/assification: Not prime farmland Map Unit Composition Denver and similar soils: 55 percent Urban land: 25 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Denver Setting Landform:Alluvial fans, mesas, terraces Down-slope shape:Linear Across-slope shape:Linear Parent material:Alluvium Typical profile Hl - 0 to 6 inches: day loam H2 - 6 to 29 inches:silty clay, clay H2 - 6 to 29 inches: silty clay, clay loam, clay H3 - 29 to 60 inches: H3 - 29 to 60 inches: H3 - 29 to 60 inches: Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature:More than 80 inches Natural drainage class:Well drained Runoff class:High Capacity of the most limiting layer to transmit water (Ksat): Moderately \ow to moderately high (0.06 to 0.20 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Ava#ab/e water storage in prof#e.- Very high (about 25.1 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3c Hydrologic Soil Group: C Ecological site: Clayey Foothill (R049BY208CO) Other vegetative classification:CLAYEY FOOTHILL (048AY208CO) 14 1 Custom Soil Resource Report Hydric soil rating: No Description of Urban Land Typical profile +11 - 0 to 6 inches: variable Interpretive groups Land capability classification (irrigated)None specified Land capab#ity c/assification (nonirrigated).- 8s Hydric soil rating: No Minor Components Nunn Percent of map unit: 10 percent Hydric soil rating: No 1 1 1 1 1 1 1 1 1 1 1 15 1 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, EC. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0,2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11 th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 16 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCU M ENTS/nrcs 142p2_052290.pd f 1 1 1 1 1 1 17 1 VUJ.12*1 NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 3 SOUTH, RANGE 69 WEST. 250 0 Z MAP SCALE 1" = 500' 500 -1 1 1000 1 FEET 1 METER: W 3 P SITE UJ iLLi d Z 3 0 CL 29 U} 0 0 0 W 31ST AVE I I 22 YOUNGFIELD 1 HDIBM 10 1HDIUM PANEL 0194F Z W 1 35TH 1 11%.1 FIRM FLOOD INSURANCE RATE MAP JEFFERSON (I'C)UNTY, COLORADO ANDINCORPORA-I'l,-DARE A>, W 34TH PL 1 fld'll lIli iIIi PANEL 194 OF 675 ISEE MAP INDEX FOR FIRM PANEL LAYOUT) VIVIAN 464117 \I lilli GQ"2!hi GQMMVWIX NUMHER 88NEL REW .....CouNTY 980087 01 F LA*EWOOD CrTY OF 065075 VIEAT RIDGE Cll¥O*08079 0194 F )¥66 5#68 5476 cal' Notice to User The Map Number shown below should be used when placing map ordls, Ihe Community Number shown above should be used o. insurance applications for the sublect commulity '13-57 MAP NUMBER08059C0194F MAP REVISED FEBRUARY 5, 2014 lillil469k1 /Federal Emergene) Managrnicnt Agency 104,1 71 -'»p This,s an omciai c opy of a port· on of the above refe re nc ed M ood m ap It ·,as extracted using F-MIT On.Line This map does not relloct changes or amendments which may have been made subsequent to the date on the title block For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at #Aw i·nsc fema gov Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 10 APPENDIX B HYDROLOGICAL CALCULATIONS 11/14/2016 City of Wheat Ridge Time-Intensity-Frequency Curves Rainfall, Design Storm inches (Based upon NOAA Atlas 14) 2-yr 0.77 5-yr 1.04 100-yr 2.23 Intensity, In/hr 8 Time, minutes 2-yr 5-yr 100-yr Time - Intensity - Frequency Curves 1 \ 2 3 4 7 5 2.6 3.5 7.6 6 2.5 34 7.2 7 2.4 3.2 6.9 -5-yr 8 2.3 3.1 6.6 - 100-yr 9 2.2 29 6.3 10 2.1 2.8 60 6 11 2.0 27 5.8 12 1.9 2.6 56 13 19 25 5.4 14 1.8 2.4 5.2 15 1.7 2.4 5.1 16 17 23 49 5 17 16 2.2 4.8 18 1.6 2.2 4.6 19 1.6 2.1 4.5 20 1.5 2,0 44 21 1.5 2.0 43 22 1.4 19 42 4 L 23 1.4 1.9 4.1 24 14 1.9 4.0 25 1.3 18 3.9 26 13 18 38 17 1.3 1.7 37 28 1.3 1.7 3.6 3 29 1.2 17 3.6 30 1.2 1.6 3.5 31 1.2 16 3.4 32 1.2 1.6 3.4 33 1.1 1.5 3.3 34 1.1 1.5 3.2 2 35 1.1 1.5 3.2 36 11 1.5 3.1 37 1.1 1.4 31 38 1.0 14 3.0 39 1.0 1.4 3.0 40 1.0 14 2.9 i 41 1.0 1.3 2.9 42 1.0 1.3 2.8 43 1.0 1.3 2.8 44 1.0 1.3 2.8 45 09 13 2.7 46 0.9 1.3 2.7 0 47 0.9 1.2 2.6 0 5 10 15 20 Z5 30 35 40 45 50 5S 60 Intensity. in/hi 48 0.9 1.2 2.6 49 0.9 12 2.6 50 0.9 1.2 2.5 Time, Minutes ----- -------- 51 0.9 1.2 2.5 52 09 1.2 2.5 53 0.8 1.1 24 54 0.8 1.1 2.4 55 0.8 1.1 2.4 56 0.8 1.1 24 57 0.8 1.1 2.3 58 08 1.1 23 59 08 1,1 2.3 60 0.8 1.1 2.3 32 TABLE RO-5 Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0%0.04 0.15 0.25 0.37 0.44 0.50 5%0.08 0.18 0.28 0.39 0.46 0.52 10%0.11 0.21 0.30 0.41 0.47 0.53 15%0.14 0.24 0.32 0.43 0.49 0.54 20%0.17 0.26 0.34 0.44 0.50 0.55 25%0.20 0.28 0.36 0.46 0.51 0.56 30%0.22 0.30 0.38 0.47 0.52 0.57 35%0.25 0.33 0.40 0.48 0.53 0.57 40%0.28 0.35 0.42 0.50 0.54 0.58 45%0.31 0.37 0.44 0.51 0.55 0.59 50%0.34 0.40 0.46 0.53 0.57 0.60 55%0.37 0.43 0.48 0.55 0.58 0.62 60%0.41 0.46 0.51 0.57 0.60 0.63 65%0.45 0.49 0.54 0.59 0.62 0.65 70%0.49 0.53 0.57 0.62 0.65 0.68 75%0.54 0.58 0.62 0.66 0.68 0.71 80%0.60 0.63 0.66 0.70 0.72 0.74 85%0.66 0.68 0.71 0.75 0.77 0.79 90%0.73 95%0.80 100%0.89 0%0.02 5%0.04 0.75 0.77 0.80 0.82 0.83 0.82 0.84 0.87 0.88 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 008 0.15 0.25 0.30 0.35 0.10 0.19 0.28 0.33 0.38 10%0.06 0.14 0.22 0.31 0.36 0.40 15%0.08 0.17 0.25 0.33 0.38 0.42 20%0.12 0.20 0.27 0.35 040 0.44 25%0.15 0.22 0.30 0.37 0.41 0.46 30%018 0.25 0.32 0.39 0.43 0.47 35%0.20 0.27 0.34 0.41 0.44 0.48 40%0.23 0.30 0.36 0.42 0.46 0.50 45%0.26 0.32 0.38 0.44 0.48 0.51 50%0.29 0.35 0.40 0.46 0.49 0.52 55%0.33 0.38 0.43 0.48 0.51 0.54 60%0.37 0.41 0.46 0.51 0.54 0.56 65%0.41 0.45 0.49 0.54 0.57 0.59 70%0.45 0.49 0.53 0.58 0.60 0.62 75%0.51 0.54 0.58 0.62 0.64 066 80%0.57 0.59 0.63 0.66 0.68 0.70 85%0.63 0.66 0.69 0.72 0.73 0.75 90%0.71 0.73 0.75 0.78 0.80 0.81 95%0.79 0.81 0.83 0.85 0.87 0.88 100%0.89 0.90 0.92 0.94 0.95 0.96 i - 35 TABLE RO-5 (CONTINUED) Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0%0.00 0.00 0.05 0.12 0.16 0.20 5%0.00 0.02 0.10 0.16 0.20 0.24 10%0.00 0.06 0.14 0.20 0.24 0.28 15%0.02 0.10 0.17 0.23 0.27 0.30 20%0.06 0.13 0.20 0.26 0.30 0.33 25%0.09 0.16 0.23 0.29 0.32 0.35 30%0.13 0.19 0.25 0.31 0.34 0.37 35%0.16 0.22 0.28 0.33 0.36 0.39 40%0.19 0.25 0.30 0.35 0.38 0.41 45%0.22 0.27 0.33 0.37 0.40 0.43 50%0.25 0.30 0.35 0.40 0.42 0.45 55%0.29 0.33 0.38 0.42 0.45 0.47 60%0.33 0.37 0.41 0.45 0.47 0.50 65%0.37 0.41 0.45 0.49 0.51 0.53 70%0.42 0.45 0.49 0.53 0.54 0.56 75%0.47 0.50 0.54 0.57 0.59 0.61 80%0.54 0.56 0.60 0.63 0.64 0.66 85%0.61 0.63 0.66 0.69 0.70 0.72 90%0.69 0.71 0.73 0.76 0.77 0.79 95%0.78 0.80 0.82 0.84 0.85 0.86 100%0.89 0.90 0.92 0.94 0.95 0.96 36 PROJECT: Applewood Center North Job'Regency - North LOCATION: 38th Youngfield Date November 13, 2017 Wheat Ridge, CO Engineer .Joe Schiel. PE Reviewed by:Joe SchieL PiE PERCENT IMPERVIOUS VALUES LANDSCAPE (Sandy) 0 PAVING 100 ROOFING 90 FUTURE COMMERCIAL 90 Historic Basins Composite Runoff Coefficients and Percent Imperviousness for Developed Drainage Bas ns Soil Type C BASIN OVERALL ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100.YEAR 4 DESIG AREA AREA AREA Coefl COEFF COEFF IMPER (Sf)(sf)(sf){If) H-A-1 99,888 2.293 345 3.684 95,859 0.88 0.89 0.95 0.99 H-A-2 48.942 1.124 2,589 4,011 42.342 0,78 0.80 0.87 0.94 H-A-3 53 893 1.237 0 0 53,893 0,89 0,90 0.96 100 H-A-4 77,847 1 787 1,415 5,075 71,357 083 0.85 0.91 0.98 H-A-5 94.247 2.164 4.039 10,492 79.716 0.79 0.81 0.88 0.95 H.A.6 146,626 3.366 3,989 7,662 134,975 082 0.83 0.90 0.97 H-B-1 37.324 0 857 868 27,719 8,737 0.73 0.75 0.83 0.90 H-B-2 99 607 2.287 1.176 82.575 15,856 0.73 0.75 0,83 0.91 H-8-3 121.747 2 795 2,071 100,980 18.696 0.73 0.75 0.83 090 H-B-4 34.345 0.788 593 26,955 6.797 0.73 0.75 0.83 0,90 H-0-1 45,081 1.035 10.450 0 34.631 0.55 0.59 0.72 0.77 H-O-2 12.979 0.298 7.106 0 5,873 031 0.37 0.59 0.45 H.O-3 117,728 2 703 13.478 19149 85101 067 0.69 0.80 087 TOTAL ONSITE 990 254 22 733 48 119 288 302 653833 0.75 077 085 092 Proposed Basins Composite Runoff Coefficients and Percent Iniperviousness for Developed Drainage Bas ns Soil Type C BASIN OVERALL ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100-YEAR °,0 DESIG AREA AREA AREA Coeff COEFF COEFF IMPER (sf)(sf)(sf, M A-1 38 595 0.89 3.028 0 35,567 0.75 0.77 0.85 0.92 A-2 13,962 0.32 1.404 0 12.558 0,72 0.74 0.82 0.90 A-3 44.588 102 4.459 0 40,129 0.72 0.74 0.82 0.90 A-4 94 025 2.16 4.004 948 89.073 0.80 0.82 089 0.96 A-5 112,603 2.59 3.277 3.684 105.642 082 0.83 0.90 097 A-6 94.247 216 4.039 10.493 79.715 0.79 0.81 0.88 0.95 A-7 146,626 337 3.989 7.662 134,975 0.82 083 0.90 0.97 B-1 99.607 2.29 1.176 82.576 15.855 0.73 0.75 0.83 0.91 B-2 121,747 2.79 2,071 100,980 18.696 0.73 0.75 0.83 0,90 B-3 34.345 0.79 593 26.955 6.797 0.73 0.75 0.83 0.90 0-1 72.181 166 30.454 23,985 17,742 0.37 0.43 0.62 0.54 O-2 117,728 2.70 13.478 19149 85 101 0.67 0.69 0.80 0.87 TOTAL ONSITE 990,254 22733 71,972 276432 641 850 072 0.74 0.82 090 Water Quality Summary . Total flow to Contech Hydrodynamic Separators (Water Quality Treatment Devices) Soil Type C 1 OVERALL i ACRES LANDSCAPE ROOF PAVING 2-Year 5-YEAR 100-YEAR °/0 1 AREA I AREA AREA Coeff COEFF COEFF IMPER 1 sfi I #(St (So Total to Contech HDS (West) I 544,646 I 12 503 24.200 22,787 497,659 0.80 0.82 0.89 0.95 Total to Contech HDS (East) 255.699 5 870 3.840 210511 41,348 073 075 0.83 090 ..ing Des,gn Assoc,ales u. 4p-ood...nage WorkbocK 11,3f2017 Re,Eed 0 STANDARD FORM SF-1 TIME OF CONCENTRATION PROJECT: LOCATION: Applewood Center North 38th Youngfield Wheat Ridge, CO Project No.: Regency - North Date: November 13, 2017 Engineer: Joe Schiel, PE Reviewed by: Joe Schiel, PE Tc=Ti+Tt INITIAL/OVERL.AND TRAVEL TIME FINAL.MIN TIME (Ti)(TO Tc' TC Sub-Basin Design Area Elevations Dist.Slope Ti' Elevations Dist.Slope Conveyance Vel.' Tt, Urbanized No.Point (acres) 4 U/S D/S (n) (%)(min)U/S D/S (ft) (%)Coefficient. C.2 (fps)(min)(min)(min)Checke Historical A Basins HDS #1 12.50 0.82 5.518,00 5.513.00 357 0.0140 8.67 5.506.95 5.493.26 1029 0 0203 20 2,85 6.02 14.7 10.0 10,0 B Basins HOS#2 5.87 0.75 5,514.00 5.509,50 164 0.0274 5.87 5,503.71 5.492.79 1122 0.0097 20 1.97 9.48 15.3 10.9 10.9 1. Ti=0 395(1 1-C.)sqrt(L)/9,0.33 (UDFCD Equation 6-3) 2. From USDCM Table RO-2 3 V=C,ST 5 (Shallow Concentrated Flow Equation) 4. TI=DA,760 5 Max o Ti+Tt or 5 6 UDFCD Equation 6-5 31-,Design A550<lale,-LC *000No•1110-agewo,Wooa ....7 ..Il.Ii- ./--I.* -.-.i- --Il- PROJECT: Applewood Center North Project No.Regency - North LOCATION: 38th Youngfield Date:11/13/17 Wheat Ridge, CO Engineer:Joe Schiel, PE Reviewed by:Joe Schiel. PE Point Rainfall Data . City of Wheat Ridge Water Quality Ever,1 = Per Equation 3 1 LIDFCD WOCV = MO 918 - 119Q + 0.781) 5-year (in,nor) Event Pt = 104,nches 100-year ,ma,or) Event P.0 = 2.23 inches DEVELOPED RUNOFF CALCULATIONS RUNOFF COMPUTATIONS (RATIONAL METHOD Axc RUNOFF WATER QUALITY 100-YEAR BASIN DESIG WOCV Tc INTENSITY2 COEFFICIENT INTERVAL 5-YEAR ENTERVAL INTERVAL 5-year {watershed Water 100-yeal Water IQIQIQ inchesl (mini Quality (in/hr)(in/hri 'acres)2-year 5-year 100-year Quality 5-year 100-year (irwhr)cf5)(In/hri (cfs) (inihr)(cfs Historic Basing H-A-1 049 500 1 67 553 756 229 088 089 095 201 203 217 167 3.35 353 7 08 756 15.38 H.A-2 044 500 48 3.53 758 0.78 080 087 0.87 0.90 098 148 129 353 308 7.56 6.77 H-A-3 0.50 500 170 353 7.56 124 0.89 0.90 096 110 111 119 170 187 353 388 756 842 H.A-4 047 500 160 3.53 756 179 083 085 091 148 1.51 163 1.60 2.38 353 5.23 7.56 1144 H-A-5 044 500 150 353 H-A-6 046 500 158 3.53 H-B-1 040 5.00 137 353 HB2 041 500 138 353 H-B 3 040 5.136 3,53 H-B-4 041 500 137 353 H-0-1 031 500 105 3.53 H O-2 019 500 0.68 353 H-O-3 038 500 128 353 756 216 0.79 081 088 171 '75 190 150 256 353 6.02 75/1323 756 337 082 0.83 0.90 274 281 304 158 4 33 353 968 756 21 22 756 086 073 075 083 063 064 071 137 0.86 3.53 221 756 486 756 229 073 075 083 167 171 1 90 138 230 353 589 756 1297 7 56 279 0.73 075 0.83 204 2.10 232 136 2.78 3.53 7.20 7.56 15.86 7.56 079 073 0.75 083 058 059 065 137 079 3.53 203 7.56 447 7.56 103 055 059 0.72 057 061 074 105 0,60 3.53 201 756 461 756 030 031 037 05.009 0.018 066 0.06 353 033 756 083 756 2 70 087 0/9 (80 182 187 215 128 232 :.3 540 756 1414 Proposed laslns A-'042 500 143 353 7 56 0 89 075 077 085 067 069 075 143 095 353 235 756 518 A-2 040 5.00 136 353 756 .32 0.72 0.74 0,82 0.23 0.24 026 136 0.31 3.53 081 7.56 179 A-3 040 500 136 353 756 102 0.72 074 082 0.74 076 0.84 136 100 353 2.59 758 5.72 A-4 045 500 154 353 7.56 2/0.80 082 0.89 173 1 77 192 154 2.60 3.53 6.09 756 13.39 A-5 047 5.00 158 3.53 756 259 0.82 083 090 211 215 233 158 332 3.53 743 7%16.29 A-6 0.44 500 1 50 353 1 36 216 079 081 0.88 171 175 190 150 2.56 353 602 756 13.23 A-7 046 500 158 3.53 756 337 0.82 083 090 274 2 81 3.04 158 433 353 968 756 2122 /-1 041 500 138 3.53 7.56 229 0.73 075 083 167 171 190 1.:38 230 353 89 796 12 97 8.2 040 5.00 136 3.53 756 2.79 0.73 075 083 204 2.10 2.32 136 278 353 720 756 1586 B-3 041 5.00 137 353 7.56 079 0.73 075 083 0.58 059 0 65 137 0.79 3.53 203 7.56 447 0.1 022 500 074 353 756 166 037 043 062 060 070 102 074 045 353 213 756 533 0-2 .8 50/ ,28 353 756 470 067 0 fig 0.0 182 187 215 128 2 32 353 6/0 756 1414 Water Quality Summal. Total flow to Contech Hydrodynamic Separators (Water Quality Treatment Devices] Teia! to Coll. IDS 'West)045 998 1 21 2 82 6 04 1250 0801 0 82 089 1000 | 1025 I 1215 2 92'2817 604 ,61 91 Tot/ to Contech HIS (Eas[J 1 1401 0 90 1 (A 1 2721 583 567 73'075 08 3 4.29 4.1/4 67 1 46 4 /2 2 72 11 45 26 66 Equal" 3 T UDFCD WOCV = (0911 Equ.ition 5 UDFCD· I= 28 5P / (10+T '-1.191 + 0 781, Ste-g D-gn AS**ales.C Appl-ood Nollh IT-age Wo•,DOOK 11/29/2017 Revised: 0 Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 11 APPENDIX C CONTECH CDS HYDRODYNAMIC SEPARATOR DETAI LS i'llp:NTECH ENGINEERED SOLUTIONS HYDRAULIC DESIGN SUMMARY FOR INLINE MODEL CDS5653 Cbs The following hydraulic summary supports the design of the CDS model proposed on the APPLEWOOD NORTH project located in WHEAT RIDGE, CO . The attached hydraulic calculations supporting the proposed CDS structure's design serve two purposes. 1. To ensure the proposed CDS model will achieve the design treatment capacity under the site-specific hydraulic conditions. The proposed CDS model CDS5653 unit is designed to process a treatment flow of 12.15-cfs. Under the site-specific conditions, the proposed 35-inch tall diversion weir will generate the operational energy necessary to achieve the 12.15-cfs design treatment flow rate. 2. To quantify the hydraulic losses introduced to the conveyance system under peak design conditions. A flow of 67.2-cfs represents the peak discharge generated by the contributing drainage area for a design storm having a 100 year return interval. Under these peak design conditions, all of the 67.2- cfs flow is assumed to be conveyed over the diversion weir. This conservative assumption predicts the worst-case resulting hydraulic condition and preserves the integrity of this calculation even if the structure is not properly maintained. Based on the information provided, the proposed CDS model CDS5653 is predicted to increase the upstream Hydraulic Gradeline (AHGL) by 2.67 ft for the above cited peak design flow. AHGL = Hcos = 2.67 ft The effective headloss coefficient across the proposed CDS model CDS5653 for the 100-year storm event may be estimated as a function of the velocity in the downstream pipe. where, Kc[)S = CDS Headloss Coefficient: = HcDS / [ Vd/sz / 2·g ] = 1.63 If a software program is being used to develop the Hydraulic Gradeline (HGL) for the upstream conveyance system, the values listed above for HCDS and/or KCDS can be used as either a headloss factor to be multipled by the downstream velocity head, or input the headloss amount for the proposed CDS model at the corresponding node. Reference: Contech Engineered Solutions CDS Design - Ver 2.2 CONTECH ENGINEERED SOLUTIONS INLINE HYDRAULIC CALCULATIONS APPLEWOOD NORTH WHEAT RIDGE, CO 576620-10 1 1/99/201745ns DESIGN PARAMETERS CDS Model No. = CDS5653 Design Treatment Flow =12.2 cfs Peak Design Flow =67.20 cfs Peak Design Return Interval =100 year Rim Elevation @ US Structure 5502.78 ft DETAILED CALCULATIONS TREATMENT FLOW Tailwater Condition at Outfall, ELo ELo = 5,493.55 ft (invert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl h1=k*[V2/ (2*g)] where, k = 1.00 V=Q/AF = 8.60 fps 1.15 ft CUL1 - CLO + nl = 5494.70 ft Head Loss Through Downstream Pipe, h2 Friction Losses, ho h2 = SEGL * L where, L = 20.61 ft SEGL - I (Q * n) / (1.49 * Ap * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0165 ft/ft n = 0.013 Flow Characteristics dF= 0.76 ft AF = 1.41 sf Pw.3.17 ft R = 0.45 ft Page 1 of 5 Head Loss Through Downstream Pipe, h2 (cont.'d)11/22/2017 SEGL - 0.01655 ft / ft h2 = 0.3410 ft EGL2' = EGL1 + h2 = 5495.04 ft Check Entrance Condition for Critical Depth Control ELCDSInv = 5493.13 ft dc = 1.11 ft EGLe = ELCDS Inv. + dc + \/2 = 5494.65 ft / (2*g) Identify Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EG4 = 5494.65 ft Re-entry Loss into DownStream Pipe, h3 h3 = k*[9/ (2*g) ] where, k = 0.20 V=Q/A = 5.10 fps (area based on critical depth) h3 -0.08 ft EGL3' = EGL2 + h3 = 5494.73 ft Oil Baffle Loss, h4 h4=k*[V/(2*g)] where, k = 1.00 Asame = 22.80 sf V=Q/ Abaffle = 0.53 fps h4 = 0.0044 ft Cut-4 = CUL-3 + 114 = 5494.73 ft Check Standard Weir Elevation Hl-CDS =1.05 ft ELw' = EGL. + HI-CDS = 5495.78 ft Hw' = ELE' - ELCDS INV = 2.65 ft, or 31.82 in Std. Weir Height =35.0 in Status OK Use HW = 35 in, or 2.92 ft ELw = ELCDS INV. + HW = 5496.05 ft Page 2 of 5 11/22/2017PEAK CONVEYANCE FLOW Tailwater Condition at Outfall, ELo ELo = 5,494.79 ft ( nvert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl hi=ki[V2/(2*g)] where, k = 1.00 V=Q/AF = 13.45 fps hl = 2.81 ft EGL1 = ELo + hl = 5497.60 ft Head Loss Through Downstream Pipe, h2 Friction Losses, h, h2 = SEGL * L where, L = 20.61 ft SEGL - [ (Q * n) / (1.49 * AF * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE= 0.0165 fUft n = 0.013 Flow Characteristics dn = 2.00 ft AF = 5.00 sf Pw I 5.73 ft R = 0.87 ft SEGL - 0.0165 ft/ft h2 = 0.34 ft EGLF = EGLi + h2 = 5497.94 ft Check Entrance Condition for Critical Depth Control ELCDS Inv = 5493.13 ft dc = 2.61 ft EGLe = ELCDS Inv + dc + Vdc2 / (2*g) = 5497.39 ft Identify Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5497.39 ft Re-entry Loss into DownStream Pipe, h3 Page 3 of 5 h3=k*[ V/(2*g) ]11/22/2017 where, k = 0.20 V=Q/AF = 10.28 fps (area based on critical depth) h3 -0.33 ft EGL3 = EGL2 + h3 = 5497.71 ft Oil Baffle Loss, h4 h4 = k*[V2/ (2*g) ] where, k = 0.00 (Skirted-baffle model) ABaffle = 22.80 sf V=Q/ ABaffle = 2.95 fps h4 =0.00 ft EGL4 = EGL3 + h4 = 5497.71 ft HGL4 = EGL - [ \44 / (2*g) ] = 5496.07 ft Head over Diversion Weir, h5 Elevation of Weir ELWeir = 5496.05 ft (established above) Headloss for Free Discharge Condition h5a =[Q/(C*L) ]2/J where, C = 3.1 L = 8.00 ft h5a = 1.94 ft EGL5a = ELWeir + h5a = 5497.99 ft Headloss for Submerged Condition dsub =0.02 ft (depth of submergence) h5b = 1.92 ft (separate submerged weir calc.) EGL5b = EGL4 + h5b = 5499.64 ft Identifv EGL U/S of Weir The discharge condition is Submerged , therefore EGL5=5499.64 ft Page 4 of 5 Expansion Loss from U/S Pipe, h6 11/22/2017 h6=k*[V2/(2*g)] where, k = 0.30 V=Q/AF = 9.51 fps h6-0.42 ft EGL6 = EGL5 + h6 = 5500.06 ft Head Loss Through Upstream Pipe, h7 Friction Losses, h7 h7 = SEGL * L where, L = 78.97 ft SEGL - I (Q * n) / (1.49 * AF * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0180 ft/ft n = 0.013 Flow Characteristics dn = 3.00 ft AF = 7.07 sf PW =9.42 ft R = 0.75 ft SEGL= O.0101 ft/ft h7 = 0.80 ft EGL7' = EGL6 + h7 = 5500.86 ft Check Entrance Condition for Critical Depth Control EL.U/S Inv = 5494.55 ft dc = 2.61 ft EGLC = ELCDS Inv + d = 5498.81 ft C + dc2 /(2*g) Identify Controlinq EGL Friction based EGL controls. EGL7 = 5500.86 ft HGI-7 - EGI-7 - [ \/2 / (2*g) ] = 5499.45 ft Freeboard =3.33 ft (at first upstream structure) Page 5 of 5 CONTECH ENGINEERED SOLUTIONS HYDRAULIC PROFILE APPLEWOOD NORTH WHEAT RIDGE, CO 576620-10 €DS UPSTREAM STORM STRUCTURE CDS STORMWATER TREATMENT DEVICE DOWNSTREAM STORM STRUCTURE h 14 3 4 4 4 · 4 h 1 61-1 4 4 1 #/R PIPF DATA , , DIAMETER 16!N MANNINGCOEFF 2013 SLOPE 0 018 FT/FT =' LENGTH 122.UL- f!:91 DiS PIPF nATA ... 1. - I DIAMETER 36 W - MANNING COEFF 0 013 t SLOPE .2,21&1.EILFT •-- .,.r= =Z_____ LENGTH 1211-EL ' Ket* E# 5.494.79 RETURN INTERVAL 100 YRS FL.OW U/S STRUCTURE DATA )194\0 -M- RIM EL 5502 78 INV EL 82:1151 /1 1 » (ifFREEBOARD 3.33 FT (if . . hi) ELo AT WQ FLOW 5,493.55W - DS STRUCTURE DATA INV EL 5492 78€ CDS STRUCTURE DATA RIM EL 5500 26 Treatment Flow Peak Conveyarce Flow INLET INV EL 5493 13 1215 ¢ 9 f67 2 cfs) OUTLET INV EL 5493.23 Location h Ift]EGL h [ft]EGL 5 493 55 5,494 79 5494 70 281 5497.60 5494.65 034 549739 5494.73 033 54977 1 5494 73 0.00 5497 71 1 92 5499.64 - 042 5500.06 Calculated by: -XX/XXO<X 7 1.3,9 5500 3,1 0 1 115 2 034 3 008 4 0.00 5 6 CLNTECH ENGINEERED SOLUTIONS HYDRAULIC DESIGN SUMMARY FOR INLINE MODEL CDS4040 ebs The following hydraulic summary supports the design of the CDS model proposed on the APPLEWOOD NORTH project located in WHEAT RIDGE, CO The attached hydraulic calculations supporting the proposed CDS structure's design serve two purposes. 1. To ensure the proposed CDS model will achieve the design treatment capacity under the site-specific hydraulic conditions. The proposed CDS model CDS4040 unit is designed to process a treatment flow of 5.03-cfs. Under the site-specific conditions, the proposed 26-inch tall diversion weir will generate the operational energy necessary to achieve the 5.03-cfs design treatment flow rate. 2. To quantify the hydraulic losses introduced to the conveyance system under peak design conditions. A flow of 31.6-cfs represents the peak discharge generated by the contributing drainage area for a design storm having a 100 year return interval. Under these peak design conditions, all of the 31.6- cfs flow is assumed to be conveyed over the diversion weir. This conservative assumption predicts the worst-case resulting hydraulic condition and preserves the integrity of this calculation even if the structure is not properly maintained. Based on the information provided, the proposed CDS model CDS4040 is predicted to increase the upstream Hydraulic Gradeline (AHGL) by 1.54 ft for the above cited peak design flow. AHGL = HCDS = 1.54 ft The effective headloss coefficient across the proposed CDS model CDS4040 for the 100-year storm event may be estimated as a function of the velocity in the downstream pipe. where, 1<cos = CDS Headloss Coefficient: = Hcos / [ Vd/52 / 2·g ] = 2.06 If a software program is being used to develop the Hydraulic Gradeline (HGL) for the upstream conveyance system, the values listed above for HCDS and/or KCDS can be used as either a headloss factor to be multipled by the downstream velocity head, or input the headloss amount for the proposed CDS model at the corresponding node. Reference: Contech Engineered Solutions CDS Design - Ver 2.2 (204.1,NTECH ENGINEERED SOLUTIONS INLINE HYDRAULIC CALCULATIONS APPLEWOOD NORTH WHEAT RIDGE, CO 576620-20 11.99/2017 DESIGN PARAMETERS CDS Model No. = CDS4040 Design Treatment Flow =5.0 cfs Peak Design Flow =31.60 cfs Peak Design Return Interval =100 year Rim Elevation @ US Structure 5500.79 ft DETAILED CALCULATIONS TREATMENT FLOW Tailwater Condition at Outfall, ELo ELo = 5,493.93 ft (invert plus depth of flow at D/S outle ) Exit Loss from DownStream Pipe, hl 4=k*[V2/ (2*g) ] where, k = 1.00 V=Q/AF = 4.23 fps hl =0.28 ft Ct,Ll = CLO -1- nl = 5494.21 ft Head Loss Through Downstream Pipe, h2 Friction Losses, h, h2 = SEGL * L where, L = 26.26 ft SEGL = [ (Q * n) / (1.49 * AF * R213) 12 where, Pipe Characteristics Dia. = 36 in SpIPE = 0.0046 ft/ft n = 0.013 Flow Characteristics dF = 0.67 ft AF = 1.19 sf Pw I 2.96 ft R = 0.40 ft Page 1 of 5 Head Loss Through Downstream Pipe, h2 (cont.'d)11/22/2017 SEGL = 0.00461 ft / ft h2 = 0.1212 ft EGL' = EGLi + h2 = 5494.33 ft Check Entrance Condition for Critical Depth Control ELcDS trw = 5493.38 ft dc = 0.72 ft EGLC = ELCDS Inv + dc + Vdc = 5494.33 ft / (2*g) Identify Controlinq EGL Flow enters pipe at critical depth, EGLc controls. EGL2 = 5494.33 ft Re-entry Loss into DownStream Pipe, h3 h3 =k*[V2/ (2*g) ] where, k = 0.20 V=Q/A = 3.89 fps (area based on critical depth) h) =0.05 ft EGL3' = EGL2 + h3 = 5494.38 ft Oil Baffle Loss, h4 h4 = k*[V2/ (2*g) ] where, k = 1.00 Aeame = 8.80 sf V=Q/ Abaffle = 0.57 fps h4 = 0.0051 ft CUL-4 = COL-3 + 114 = 5494.38 ft Check Standard Weir Elevation H LEDS -0.75 ft ELw' = EGL4 + HLCDS= 5495.13 ft HW' = ELw' - EL CDS INV = 1.75 ft, or 21.04 in Std. Weir Height =26.0 in Status OK Use HW = 26 in, or 2.17 ft ELW = ELCDS INV. + HW = 5495.55 ft Page 2 of 5 PEAK CONVEYANCE FLOW Tailwater Condition at Outfall, ELo ELo = 5,495.10 ft (invert plus depth of flow at D/S outlet) Exit Loss from DownStream Pipe, hl h= ki[V2/ (2*g)] where, 11/22/2017 k=1.00 V=Q/AF = 6.94 fps hl =0.75 ft EGL1 = ELo + hl = 5495.85 ft Head Loss Through Downstream Pipe, h2 Friction Losses, h7 h2 = SEGL * L where, L = 26.26 ft SEGL =[(Q * n)/(1.49* Ap * R2/3) 12 where, Pipe Characteristics Dia. = 36 in SpiPE = 0.0046 ft/ft n = 0.013 Flow Characteristics dn = 1.84 ft Ap= 4.55 sf Pw -5.41 ft R = 0.84 ft SEGL = 0.0046 ft / ft h2 = 0.12 ft EGLe' = EGLi + 112 = 5495.97 ft Check Entrance Condition for Critical Depth Control ELCDS Inv = 5493.38 ft dc = 1.79 ft EGLe = ELCDS Inv + dc + \42 / (2*g) = 5495.97 ft Identify Controlina EGL Friction based EGL controls. EGL2 = 5495.97 ft Re-entry Loss into DownStream Pipe, h3 Page 3 of 5 h3 = k*[V/ (2*g) ]11/22/2017 where, k = 0.20 V=Q/AF = 6.94 fps (area based on flow depth) h) 0.15 ft EGL3 = EGL2 + h3 = 5496.12 ft Oil Baffle Loss, h4 h4 = k*[V2/ (2*g) ] where, k = 0.00 (Skirted-baffle model) ABame = 8.80 sf V=Q/Aeame = 3.59 fps h4 0.00 ft EGL4 = EGL3 + h4 = 5496.12 ft HGL4 = EGI-4 - [ \4£ / (2*g) ] = 5495.37 ft Head over Diversion Weir, h5 Elevation of Weir ELWeir = 5495.55 ft (established above) Headloss for Free Discharge Condition h#=[Q/(C *L)12/3 where, C= L= hs = 1.87 ft 3.1 4.00 ft EGL5a = ELWeir + h5a = 5497.42 ft Headloss for Submerged Condition dsub =0.00 ft (depth of submergence) h5b = 1.87 ft (separate submerged weir calc.) EGL5b = EGL4 + h5b = 5497.99 ft Identify EGL U/S of Weir The discharge condition is Free ,therefore EGL5 -5497.42 ft Page 4 of 5 Expansion Loss from U/S Pipe, h6 11/22/2017 h6 = k*[V2/ (2*g) ] where, k = 0.30 V=Q/AF = 4.47 fps h6 -0.09 ft EGL6 = EGL5 + h6 = 5497.51 ft Head Loss Through Upstream Pipe, h7 Friction Losses, h7 h7 = where, L= EGL = where, EGL = h7 - SEGL * L 178.12 ft [ (Q * n) / (1.49 * AF * R2/3) 122 Pipe Characteristics Dia. = 36 in SpIPE - 0.0050 fUft n = 0.013 Flow Characteristics d A pt n = 3.00 ft F = 7.07 sf 4= 9.42 ft 7= 0.75 ft 0.0022 ft / ft 0.40 ft EGL7' = EGL6 + h7 = 5497.91 ft Check Entrance Condition for Critical Depth Control ELUS Inv = 5494.27 ft dc = 1.79 ft EGLe = ELCDS Inv + dc + Vdc2 = 5496.86 ft / (2*g) Identify Controlinq EGL Friction based EGL controls. EGL7 = 5497.91 ft HGI-7 = EGL - [ \2 / (2*g) 1 = 5497.60 ft Freeboard =3.19 ft (at first upstream structure) Page 5 of 5 CONTECH ENGINEERED SOLUTIONS HYDRAULIC PROFILE APPLEWOOD NORTH WHEAT RIDGE, CO 576620-20 es UPSTREAM STORM STRUCTURE CDS STORMWATER TREATMENT DEVICE DOWNSTREAM STORM STRUCTURE hs hs h4 h3 h,h2 9 4 1 1/S PIPF DATA DIAMETER lilL__ MANNING COEFF 2211-3 SLOPE 0 005 FT/FT LENGTH 17812 F 6 '2 n/,9 APP nATA r- DIAMETER 36 IN MANNING COEFF 0 013 SLOPE 000)46 FT/FT '$2-. LENGTH 26.26 FT · EL. 5 495 10 11 UyS STRUCTURE DATA IN RIM EL 5500.79 INV EL 224-27FREEBOARD 111£1-- (if RETURN WTERVAL 100 YRS====-521 -.Ir->CED ---=======*= 22.N*2-2-Ow &22122/i 0 0 - STRUCTURE DATA11 1 A INV EL 549325'' >D - CDS STRUCTURE DATA RIM EL 5499.31 INLET INV EL 5493 38 OUTLET INV EL 5493.42 Locatin 0 Treatment Flow 503:fs i h [ft]EGL 5.493.93 0.28 - -994.21 Peak Conveyance Flow 2316 cf5) h [fl]EGL 5495 10 075 5495.85 2 012 5494 33 012 5495.97 3 0.05 5494.38 015 5496.12 4 001 5494.38 0.00 5496.12 5 1 87 5497.42 6 0.09 5497.51 Calculated by: --XX/XX/XX 7 0.40 5497.91 Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 12 APPENDIX D EXISTING STUDIES 8480 E. Orchard Road Suite 2000 Englewood, Colorado 80111 (303) 770-5600 FAX (303) 770-2349 Colorado Land Consultants, Inc..-7 Planning/Engineering/Land Surveying Landscape Architecture DRAINAGE REPORT for a portion of APPLEWOOD VILLAGE SHOPPING CENTER 38th and Youngfield Streets in the City of Wheat Ridge, Colorado Revised November 15, 1994 Ul 0- 9 An affliate of Civil Land Consultants, Inc. DRAINAGE REP for a portion 11. lili IV. APPLEWOOD VILLAGE SHOPPING CENTER 38th and Youngfield Streets in the City of Wheat Ridge, Colorado Revised November 15, 1994 INTRODUCTION, LOCATION AND DESCRIPTION Apple wood Village Shopping.Center is an existing commerdal shopping centerlocated east of Youngfield Street between 32nd and 38th Avenues in the City ofWheat Ridge. The 30 acre Planned Commerical Development is bounded on the east by residential development. See attached Drainage Map. The site is presently fully developed and has been a commercial center for someyears past. Approximately 90% of the center is covered by buildings and asphalt.Existing storm runoff "system" consists almost entirely of surface flow to adjacentstreets and irrigation ditches. Offsite runoff onto the Shopping Center is negligible,though there are existing irrigation pipes crossing the property from west to east. DRAINAGE CONCEPTS The City of Wheat Ridge has budgeted funds to design and construct stormdrainage facilities in 38th Avenue. The purpose of this drainage study was toanalyze and design drainage facilities that would intercept on-site surface flows andconduct them via storm drain system to the proposed storm sewer pipe in 38thAvenue. This system shall be plugged, causing storm flow to well out of the lowestinlet, until the City completes the 38th Avenue system. DRAINAGE STUDY METHODOLOGY The design approach utilized the URBAN DRAINAGE AND FLOOD CONTROLDISTRICT Urban Storm Drainage· Criteria Manual. The system was sized-for the1!E.Yearstorm-based on Rational Method calculations. DRAINAGE STUDY NARRATIVE Refer to Drainage Map, topography of which delineates which portions of the sitehistorically flow to the north and thence to 38th Avenue. This watershed itselfconsists of two sub-areas - the area to the west of existing buildings and the areaconsisting mainly of building roofs and service drive. A storm drain system uti[izing grated and combination inlets and storm drain pipewas designed for each of the two areas, each of which has an outlet into the proposed storm drain pipe in 38th Avenue. APPLEWOOD VILLAGE DRAINAGE REPORT Page 2 In order to minimize disruption/demolition of existing parking lot, the inlets for Area A (the upstream end of the new system) are placed at the southern portion of the Wai-Mart parking lot Two existing small iniets that currently divert some on-site flows into a 24" irrigation pipe are to be replaced with manholes. Curbing and inlets will be constructed to eliminate storm flow into the irrigation system. V. CONCLUSIONS The proposed system will adequately intercept storm runoff that historically surface-flowed onto 38th Avenue, and carry the runoff through underground pipe into the proposed City stnrm sewer in 38th Avenue.-1 tlIHI//6®t*DO REG/31///84Prepared by:2, cp:·19,tf 512:, ib0%9%- » :19 / Bao ,--A.7,4 ?b- -t -,-4,6 1.r E +025 as E: & PMyan }Oaddack, P.E.:*©..0**0*/Project Engineer 44,9/ONAXL/1//1111\/\•"im m 1 I i' 9= Reviewed by: Kurt D Mahnken, P.E. Director of Engineering For and on behalf of Colorado Land Consultants,Inc./5- //// //5---4///----/ -/-...-//--d/--/-/-//.-/'-////-m-1 8480 E. Orchard Road Suite 201 Englewood, Colorado 80111 (303) 77*5600 FAX (303) 770-2349 Colorado Land Consultants, Inc. 0-9/7 Ul'L.. '1. - Planning/Engineering/Land Surveying Landscape Architecture Project: Wke.+ R-gb e Wal Mar/Date: M /4 /94 4.[1*_D F yg'11''l.;.] :it:' , l!:!.1 i ' : ' i : .,!'·:(!1!: tl1,11/li'//:Ilil ;i i ,.//4.1,:' :· 1:St/11t:; I | a!£ !1'1 11{111 1"!2*Ii !,11.-"11:1 21'-1..;ii 01!!t; -' j\93*.AL --1922/ck. IUETMArol€£*71-16'Elioozyg. usID-ket.-2*cojbkkiro c#:12421. 1,>5-JEE-WITEJAINE-*R-[4.GRS«44*44*2-EVE.8 E-'5.foita)=Cfwntitt1,1ji Ek»145*«L.*92.5/22'LKA.tid.0.30 r»1 -:12-22-9- --1 C.. _ 22-t.i )-1 1--4-Mkf.'rutor AJ Ac-ff-Cb.pst. VA£% E-S-t KITOELy ..T< .-11% --7.4 % : IE'UIT:--2=Z.13 2 ZE.TACY·t En/ ES-rjo.PTiMUMT.:/Loiher Ft)RE- CUZ 2 ZfMLI=132 FEREDRMANCE1...LL_4-2.4-A-(2.3:f*EI,79927-TINIONEL.;79*£07AREA-:-1.2;-u._.... ....„_- -2 31-27-4-3- 3-- In©JO r.-1-221 - fI/29.rgitpl-awk---LIM-7 FED,-20- A LUEy-LIA ID TH, f i .53_ i , iLi93420-4(&fiG <Al:)E-0.FEE.RS.TJAjOISUM (25722* 17_k._22 1 -f211.2.[al ; lii'Ii.'j''l'Ti.'J.It.:.:11:1::43 < Tz#ig&-uh4cty 84-8 Argtkil.:14+92*dely:glsrEMETENi : ii! i.9'(126-FoR:ImaNs/rUCD-QULBEW/blP-DJIR'E- " -,---- --i - P--- - --T--.331 1: 1 5:111'11 ,1'1ll'1l1 ::IiI,ilt,-Ii : .1.1 . ; i ': i i1 /:'i 1 111'01! i:),1,1;illitlili; 1.!!i i ilil 1,1;111.1 1)'·,1 i:,1 :t,/·,t It!:1111,1 1.ILL_LLG FRArE-1. 21-ki 5/Nali/*22'A) AN.JGZATE-YRLE#49-5 3191.24550 £53-19; , ' i IN'refRC/87704-7-72-VEN--Ar-501;g--6 F-MAN-UFKCaltai:st-g*-rt-/m-;t' 2 ; ---1-3'Et.RATrACHEI) 2-5-Pe-:79.NES-P -FO R--CONCEEE.f-ArrECO Als.I--2 -i-'--1=-99-h- -fLA 45220_tr.PE-TA.yll-r-:Ent-_LLT--.......,-_..1-1 Ilililid i 56 i'22' i i; 1,ti<i r-5-.-fft .-i-ri-99 3 &:iti ;-f't *'+P«it,-i-1.1-tr«-tfl It lili 1,111,1111·illi W I I : ! 1 1 1 111:1'Iii-ti lili!:r:-! i 16 ;11 t i Iii 1 1 illl ili i i I t.'' l l i ! 1 1! 1.! l 1 1 1 1 1 1,111 1!ilili ilitill:ji:!2:iti 'il.« iluitlit.9'i 1 1 1 121:'11!; 11 IIi,$'1,1 !1, ,I; ilil'IIt::lill; 1111!!111 11'llit i;ilii, i Elli t 1,1 ' I lll' '1111!11 ; 1 i ti li!,11'.;1!i :11 li I¢t I '!ltil:I'lirt:i:i.,ill:il 6111't 11!:11'111 .f i ill '!· 11!1!1 tilii!;/'Hilill' ailliti ':ii! 1 1. i i 11 1 I i --,--F- - 1 r , ; 5 11 1 i E p i : 1 /1 1 1 t{1 ; ||i!11 11!:Ii·t; 11:;541:11;, 1!.119 E ' i If !!111!111 lilli 1 lili 1i.,i :ill' it: ili iliill!1.''1 : 1 !1 :111'il;fli.i' 1,1 :'.ilii''r 11: ,1. :1 1 1 I€it.i -- - -- -- -- ----.-*-- Page of 8480 E. Orchard Road Suite 200C Englewood, Colorado 80111 (303) 77*5600 FAX (303) 770-2349 Colorado Land Consultants, inc. 14&:9,7 -- 4 --111 -1.1 .. U.L.... · Planning/Engineering/Land Surveying Landscape Architecture W ke« 4- R ijysProject Date: Il i i 9•f I 1.1 It I ; 111!1, 11'''t'}11. '' 1-'. ! 1,1,!:1:. . , . . .tj4411«4=pAi·»e-up 4-0-24--46-31 ___orr --77-; 3-7 7- Ag,©7L+71.--9-A-Eevfily.®ST#re#-d#i-,-,·-:· ·m ---1--/7 '-1t7-rf--A , , .152*Il€4ii¢kke»-64»4ll_ex,4.:1:-- 1_1+9%*40.334*kefl]-EE#£;-- --W,1 -k-=26.fID'gs.cil C;EL-(txrls'UrTA--C---rfe-£'-70-427--A-ED}tlarit--00't' I -be-('ict hbf• rET-k*; •c -a n ali i-ppratck-7 k - -- 1- k e-e-,-· +10: --04la .L-, /,Wel_7% t3·-r LAve;-merit«Ack .-I---&-1-1;V -1,s- ex_9*4| 4,314· 1.y.giti.r --tz*Ill-_+44 -gruc,93, 41 26544- 21.n,-relic.Zil*j-_27_52/.erh _.29.Fc+Le n-272I2-Dket#*190-4-'Fltna sreillke-culle-74*i¢11-__ua_.2---'x- -7-6-ej.:-4*_.vgkt1 4 /=_1_6 e e# f h 1,f u.1.4.1 62LEO;li¢e»43-urr* t/faA.1 To--4 --U.-c- iFIEF7=3zo,--5-,2 -O --1*--'4-- 22%*-Li-t@.16.¢*_titilIAG.2¢]ti -_L 4--5.--·. C . 1/111 .1 1 :'/1.1,/· 1,1.....lilli. 1, 111 1 . 111 1.1 'li 1 (2: 1 2.--2*L-:4:9-13-23¢6;4(F1- :9-- 11,1,1,11 1 1 . :111 . 111; 1 1..jili'1111 11;:1111'i; 1; i*-i-47¢-*t-*rE-zo re,--c: t-5-- I¢ 1 ' 1 1.1 11;to 92/4 4.1¢TJF-ltH*-33*fIU£*a-PitT? -' i 414-*Ate-; --por-jip-Al£*122-gizi#At4@2:sp-A-&*Utwkytear-eli'5; ;Ayi#el-*prde 7250_Nzi*Uizwt•le--1>cia««f €*3-¢ur >12·p_e--4111_3*€1£232&8 -765ykdtfc:Ik<*€kevic)· unle_.raety-es.I.:.I•*I;•4.; 5:' i ' 11 : ' 1 '' 1 ii ; i ·111,1!,·fi·1, 1,''' ''' Ii), .11 i . , i l.it '''!i:i'. il :'i 11,1'.1/1,;i/Ii'1'1:illl i ' i 11 11: It' 111 11 11 ttir:ii i:1;:;; }-iii ill -1*11,11!11 'i;·;titilli! '11':!!11 !:;is::1,-!i'ii:i!; :il,::!1111'!1: : 1 -:,i! . : i ,· , 1,1.1 1.1 1,!1111!11 111 1 . ?1-lit.';'' I :':-ii ' '''i!:lil·,illillil 1!1!:'Ilt i!,):·1:1 1 11,,11 11 1.1 'Ii,1!|:'1|11| .1,!i;.,11·111:!;t!(!1,!lii;l,'1111;11 IIi·tilri illit,11| ,!11.1 11 111,·;ill11!'! :' 1 1, IIi 'lliltj:lili!1 Iii j :t!1 tit!1!}i/1,1,11 1,!1,1/11 :t ;:,i:it,! 1 1 ill '!11!1!1 1/1,1 ''i i'l f·'''1, : 21'3;11;i ili!;1ifii·,·i'·:it': : i:!! '11·:111,{1 111;· 1 ; il t: fil F .1 1, 1 'lli'. ;, --- 1 1 1 ': !: 1 1 9 ''ti' 11'lili'/11 lilli''ll 'ti !!i·'('il ! 1 1 2 , 1 1 lilli'!11 1,1:11,1 :''llitil til 1 1 1 ' i : , t.,1*liI:i;:9: 6::i-4-:-1-tlili; :1;-i'iii! Ii;:111;! 1121 ! i; . 1,11, 11'III, 1,11 1 li Liti;id $ ' 1 1 ,!it fili/;iti!'.i,;litii:1' ''ji:'i|| '1!11'11! 11. t;IIii,!11 i Tit ·Illitti :Ii ,;111.111.!11:1 ; 1,; ' lt . 1 1 ': il '.,.i:.: f.3:imil J:Lititi-; itiftiti' 'i :'1;,)1 4:i-:; 1 56 -:e.:6··:, - -- Page of DRAINAGE CRITEP" MANUAL< < <-- RUNOFF Acr- 8 i 7 AA , r., + 1-1.EEL ki,J = 7 1- 10 =- {-7 /U. 14 -2. Fyke,- 1 A© 5/4 50 30 20 10 0-5 SLOPE IN PERCENT .,0044*06 A 25 -1_ 22 3OURSE 1 iiiee e ly 22 UJ 0 4 1 1 1 1 11 1.1 1 .2 .3 .5 1 2 .5 5 10 203 VELOCITY IN FEET PER SECOND 7 FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. * MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical .Release No. 55, USDA, SCS Jan. 1975. 5-1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT 1 -- DRAINAGE CRITF9IA 111.1/ , FIGURE 3-1 5-1-84 URBAN DRAINAGE 8 FLOOD MANUAL RUNOFF 1 l . 1 70 k Ill / 160 1 / 50 .nNIZI Nt 3,\Ill 1 i 01\ I f:/ / O/ m4%29Lrot_ -10 0 OVERLAND TIME OF FLOW CURVES 171 CONTROL DISTRICT .l DISTANCE IN FEET 8 N 0 0 0 0 300 400 500 STANDARD FORM SF- 2 Id. 5 TIME OF CONCENTRATION SUBDIVISION Apple wood \41 Iale , wheod- Act¢ eCACULATED BY Le-0 DATE 8/4 94 4 te = tl+ ftSUB-BASIN INITIAL/OVERLAND TRAVEL TIME 4 CHECK FINAL REMARKSDATA.TIME (4) (tt) (URBANIZED BAS»IS) 411 G:C5 AREA LENGTH SLOPE ti LENGTH SLOPE VEL. ft LENGTHTOTAL te =(L /18(3 +10Ac Fl % Min Ft % FPS Min Fl Min Min(2) 13) (41 (51 (61 (7) (8) (91 00) (11) (12)(13)0.67 /7.4- 186 0,9 7, r. .-710 7.0 2.0 6.4 7114:/63 2..IN,.36/9 I,94. 100 .7,3,r 7 400 hO 1,4 2,1 '000 12,1 6-0,14 2, 47 09,; 6.0 4 5-80 3,0 7.4 2,59 GOO .13,3-4,5 -/ . 1 61 - 0t ...r . -'. 0 49 4,0 760 1,0 [ 1 1,1 350 11 7 zoo 1.0 1,1 350 11 7 zoo I,0 ri ··D 4 800 It €Zoo 1,0 0.99 500 0,7 to STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA 14,1 11.0 -3 1 0 1 ·,ef f r.- *- DRAINAGE CRITERIA MANUAL RAINFALL 8 7 06 -141 135 0 Z 4 44* 70 2 yEAR 1 0 0 10 20 30 40 50 60 TIME IN MINUTES FIGURE 5-1 EXAMPLE 5.2 TIME INTENSITY FREQUENCY CURVES T. 3 S., R.66 W. 5-1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT INTENSITYI...Jill--I".L-1...Jilin-: INTENSITY/DURATION PROJECT:WA EAFF 2 *62 WAL-- Aille-7 LOCATION:306 * Fook!6Fl ELb 135 R.&9 W DURATION (MIN)5 10 15 -20 6 FACTOR .29 .45 .57 .79 1. 2-YEAR: DEPTH @ DURATION INTENSITY (IN/HR) 0.2-9 0,4-5 0 81 0.79 1,00 3.5 2,1 2.3 1 168 1.00 5-YEAR: -O,42*0,65 O, 83 LIE 1.45 DEPTH @ DURATION INTENSITY (IN/HR)5.0 3,1 3,3 2,3 1.45 10-YEAR: DEPTH @ DURATION Dll - ©,77 697 1,54 I,70 INTENSITY (IN/HR)6,9 4,9 3,9 2-.1 1,70 50-YEAR:0, 7 0 1,Og If 37 1,10 2 r40 DEPTH @ DURATION -€rq.* - 4,5 5,5 Er 2-·+O INTENSITY (IN/HR) .W 1. , 100-YEAR:0,11 l,Il l,61 2,09 -2.65DEPTH @ DURATION INTENSITY (IN/HR)9,2-7 r r 610 4,2- 2.45 $. REF:UDFCD CRITERIA MANUAL ( i '22·7.M#501-i-.3325:A.3:tk:..'-..2%54'F C..fiw275?·D-:4€2-7:.:12 -4-54.10.;31.34:(...1-.--- 0- 1-12«03*4211-t?: *,3/74#/WbRKNAGE CRITEIA -NUAL T.2.I.<414#i--=i*i·64*1·Coi.f.€ff.034IfiAFNE...a.24334.9RUN0FF.·2*_EZE£*i·'6;.·1:?yftt=:il€.i-ki·iflr--9, ..1 ·.to·i ·t.·->f·«. ,.--ct- 1.·--·--. ..*-·-·N.:+1,.r.i . 1:2: C.3....5.ar:---1-1...:'..€'-6...9.t':'titr'r:*Tb''P.·'---:.-=65:0.-. . Al. 1 tr - --A ··- · ...···- 27-C···.7 ,4,-r. air.*7*4»- 4 . .. 2444*9%919*i*-44(.w--#,.*,-,+&5699.i-zi-A::.-.1.-.-.i:uTABCE 3-1 (42) -r., 41'2.--3 -.--:-SS...514·A)923- ---%444%4-if4*4#A- ':-4::SkECO?*NENDEDRUNO;F COEFFICIENTS-AND- PERCENT-IMPERVIOUS '3#-9ilifft.3-*033?i;215%3f39< , ,, r LAND USE OR . ' 1 .AN·PERCENT. r..·: Ir·-i·%: FREQUENCY. :ri.2 2,; f.':E·.: · 6....:K -e·'ip:..:TE....-:«.3 - SURFACE CHARACTERISTICS .IMPERVIOUS 2 Business: 70 .60 .65 .80 .40 .45 .50 .60 50 .45 .50 .60 .70 70 .60 .65 .70 .80 .30 .35 .40 .60 70 .65 .70 .70 .80 80 .71 .72 .76 .82 90 .80 .80 .85 .90 7 .10 .10 .35 .60 13 .15 .25 .35 .65 50 :.45 .50 .60 .70 40 -.40 .45 .50 .60 Commercial Areas - Neighborhood Areas - - Residential: Single-Family Multi-Unit (detached) Multi-Unit (attached) 1/2 Acre Lot or Larger Apartments Industrial: Light Areas Heavy Acres Parks, Cemetaries: Playgrounds: Schools: Railroad Yard Areas Undevelooed Areas: Historic Flow Analysis- 2 (See "Lawns") Greenbelts, Agricultural Offsite Flow Analysis 45 .43 .47 .55 !.65 (when land use not defined) Streets: Paved 100 .87 .88 .90 .93 Gravel 13 .15 .25 .35 .65 Drive and Walks: 96 .87 .87 -.88 .89 Roofs: 90 .80 .85 · .90 .90 Lawns, Sandy Soil 0 .00 .01 .05 .20 Lawns, Clayey Soil 0 .05 .10 .20 .40 < NOTE: These Rational Formula coeffi cients may not be valid for large basins. *See Figure 2-1 for percent impervious. 5-1-84 ... :. f.:i<: Kg:6...2.9 u: ...1:. :2. i..... · - 5 CALCULATED BY pur DATE R h 4 CHECKED BY STANDARD FORM SF- 3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) JOB NO %1 7 PROJECT Wk€21+21'Age DESIGN STORM /63 DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME STREET g,- z Ep-a Z M e M €7 9 CiIdE a:M [C< 30 e W 1-0...-4...-I '73 CL •- LLP-I 0ug 70 Hh ob *-,°¥22 H 2 06 92 WZ - 4 (0 1-J · WIL Z* 2* U) O W -J 0 LL W .0 w w AE- 38 g REMARKS 32 & N 2 17 9 1 .725-0-0 WO 1.1.... ....5 0) (2) (31 (41 (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15} (16) (17) (181 (19) (201 (20 (22) \ A A 1.0.9#3 &163.#A %4/////7///////////////t·Ok! SITE466 2,0 24 270 13,2 6,34 cpi' ri=.olo 2 B 8 1,94,99 4 1,73 Y.2- 14,1 14,4 gig 6, r F/.t 913 1,0 30 2.1 0 I 6.9 6,49 3 C 0 2.%7 , 99 6,9- 7,5-f K. 0 261 4 16- 10 ·7% 6,0 0.99 67.4 /,4 30 --- 2 0 10-1 /44 119 5- 0,45 1.1, 3.9 r-' 1 F. i 4, 6 1,6 1 2- 5 DZ ,5-7 ·%9 0 0,5-1 1.2 4,7 1,4 ZA 1,1 15 6 03 D 17 D -3 191 .Vt 5- 6.17 9.2 f,D 2.6 203 .9 9 6- 1,11 9,2, 14,4 IC iz,79 4.6 74,74 9 Ill I b 1 5- OFF- 5 (TE79.9 1,4 3 4 RCP n =.013 8 9 I0 ll ifillillillillilillillitillit 1-rnrul n[-?AIMAGIT nrrqi(41 Alqn Tr=cl-1,"r,p rr·,1-rt=nIA WRC ENGINEERING,INC -----111 CALCULATED BY 1 - DATE q,30,94 CHECKED BY, rEv, ./37<V'\\ /14 STANDARD FORM SF- 3 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) JOB NO €17 PROJECT loa·\ -A/\AN-4- DESIGN STORM too DIRECT STREET g,_ z + 11. S 123 WN 5%0 4 0 4- 01 0 ( 1 ) (2) (3) (4) (5) 1 .1 RUNOFF O% 70 -4 I 03 (6 (7) TOTAL 0= I COH cy b -Pi 61 4 -W- (8) (9) (10) (11) 6 RUNOFF STREET PIPE TRAVEL TIME E Ew z E-REMARKS W 1-0 -,8 a.-W tit e k O 0- 419H 5 0 2 82 81* 0* 932 & Na u M L a: 0 0 0 U) - a.w Z 14 -jIL .... LE 1-_1 111_1 COLL O LL (12) 03) (14) (:5) 06) 07) (18) (19 (20) (20 (22) /111111111111111111 111-ji 2 -. 3 N H /,36, , 89 1,1/6,% 8,05 , . '7,62 4 I JIF ¢·640,21 0.0 2,3¥ 6.9 )*4 5·,2 · - ·- 24,2 5 k IC )11 M 1 !48 7.7 7,5- ,. L L hi H 7 '98 7.7 7,5- 4,446.9 33,7, f./0,1 p ICK "p t 7 M 44 0,19- 11 g '16 2 5 5;9 12,1, 63[ 6,5- 40;1 8 14 A 049 Il \O '79 7,1 4,3 IM 7,2- 4,0- 46,1 9 *63 By PASS1,4 1.0 IS" 607 622 1, 2- 0,4 51-rE:- 4 CFF 4.-0.0/029.4 |<0 24 !109 71 4 0.1 it .Kit I ,0 30" 208 04 0,·3 42 F, AlK ¢I z I .0 32' :55 q 00 6,.11 OFF 5 11€-47,3 6,4- 32"Ref A--0.613 IC 111 'lttltllllilllllItltilllllllt- STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA 0 0 r. DRAINAGE CRITERIA MANUAL STORM INLET5 TABLE 2-1 REDUCTION FACTORS TO APPLY TO INLETS Percentage of Theoretical Condition Inlet TYPe Capacity Allowed (1)(2)(3) Sump Curb Opening 80% Sump Grated 50% Sump Combination 65% Continuous Gr,de Curb Opening 80% Continuous Grade Deflector 75% Cont I nuous Grade Longitudinal Bar Grated 60% Continuous Grade Transverse Bar Grate or Longitudinal Bar Grate incorporating transverse bars 50% Continuous Grade Combination 110% of that listed for type of grate utilized 10-I 5-68 i ALLOWABLE INLET CAPACITIES ON CONTINUOUS GRADE STREET TYPE "A" ( 28' FLOWLINE) 6" VERTICAL COMBINA'fION INLET CURB INLET GRATED INLET CURB AND TYPE 13 (SD-4)TYPE R (SD-1)VALLEY TYPE 13 (SD-3) SI,OPE GUTTER (cfs)(cfs)GUTTER (cfs) (%) (.cfs)SINGLE DOUBLE TRIPLE L=5' L=10' L=15'(cfs)SINGLE DOUBLE TRIPLE 0.5 3.7 1.8 2.2 2.4 2.1 3.1 3.5 3.3 1.2 1.6 2.0 0.75 5.4 2.6 2.9 3.2 2.8 4.3 5.1 5.0 1.7 2.1 2.5 .1.0 6.3,3.0 3.3 3.6 2.9 4.7 5 t.5 5.7 1.9 2.3 2.7 1.5 7.6 3.5 3.8 4.2 3.0 5.2 6.2 7:0 2.2 2.6 3.1 2.0 8.9 4.1 4.4 4.8 3.2 5.3 6.9 8.1 2.5 2.9 3.3 3.0 9.8 4.5 4.8 5..1 3.3 5.4 7.3 8.9 2.7 3.1 3.5 4.0 9.7 4.4 4.7 -5.0 3.1 4.8 6.6 8.7 2.6 3.0 3.4 5.0 8.7 4.0 4.3 -4.6 2.6 4.2 5.6 7.9 2.5 2.9 3.2 6.0 7.8 3.6 3.9 4.2 2.2 3.4 4.6 7.0 2.2 2.6 3.1 7.0 6.9 3.2 3.6 3.9 1.8 2.8 3.7 6.3 2.0 2.5 2.8 STREET TYPES "B" AND "C" (52' AND GREATER FLOWLINE) 6" VERTICAL COMBINATION CURB INLET GRATED INLET CURB AND TYPE 13 (SD-4)TYPE R (SD-1)VALLEY TYPE 13 (SD-3) SLOPE GUTTER (cfs)(cfs)GUTTER (cfs) (%) (cfs)SINGLE DOUBLE TRIPLE L=5' L=10' L=15'(cfs)SINGLE DOUBLE TRIPLE 0.5 6.8 3.1 3.6 4.2 2.7 4.6 5.6 0.75 10.1 4.3 4.8 5.3 3.4 6.2 7.6 1.0 11.7 5.0 5.5 6.0 3.6 6.4 8.5 1.5 14.3 5.9 6.4 6.9 3.7 6.6 9.3 Not Permitted in Type B or2.0 16.6 6.7 7.3 7.8 3.8 6.8 9.5 3.0 18.3 7.3 7.9 8.4·3.9 6.9 9.6 C Street 4.0 18.0 7.2 7.8 8.3 3.5 6.0 8.2 5.0 16.2 6.6 7.1 7.7 3.0 4.8 6.8 6.()14.5 5.9 6-4 6.9 2.6 4.0 5.7 7.0 12.8 5.3 5.8 6.3 2.1 3.3 4.1 WRC, INC. REFERENCE: Calculations by Water Resources Consultants. Inc.Sept. 1982 using "Manual" procedures-81- lili CITY OF GREENWOOD VILLAGE TABLE 14 STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA CODE CITY OF GREENWOOD VILLAGE STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA CODE TABLE 15 ALLOWABLE INLET CAPACITIES IN A SUMP 6 INCH VERTICAL CURB AND GUTTER DEPTH COMBINATION INLET IN TYPE 13 (SD-4) (cfs) GUTTER (in)SINGLE DOUBLE TRIPLE CURB INLET TYPE R (SD-1) (cfs) L=5' L=10' L=15' 3 2.5 5.]7.6 1.7 3.5 5.4 4 5.1 10.1 15.2 2.6 5.5 8.6 5 6.4 12.7 19.1 3.7 7.8 12.1 6 7.7 15.6 23.3 5.1 10.6 16.4 VALLEY GUTTER DEPTH GRATED INLET TYPE 13 IN (SD-3) (cfs) GUTTER (in)SINGLE DOUBLE TRIPLE 3 2.3 4.6 6.9 34 2.9 5.8 8.6 4 3.2 6.4 9.7 44 3.5 7.0 10.5 ROADSIDE DITCH DEPTH GRATED INLET IN TYPE C (SD-2) DITCH (in)(cfs) 3 5.9 6 10.3 9 11.2 12 11.8 WRC, INC.REFERENCE: Calculations by Water Resources Consultants, Inc. Sept. 1982 using "Manual" procedures -82- 8480 E. Orchard Road Suite 2000 Englewood, Colorado 80111 (3031 770-5600 FAX (303) 770-2349 Colorado .- .Land . _ Consultants, Inc.Planning/Engineerjng/Land Surveying44 517 Landscape Architecture project: 372-c 'Al-_IA) LET-Date: Il <14/93 FoR ALLEY REE·'-ALIENAH_FO.U.N-DRY_ 4428-47_.-- -- --_-__ ._.____ U r.,6-62-2 -204919.<,21 -9-4 trI+H..R -- 3076 £413 2-*Coas -Hootr -70- 12_. E-LNE,.GRADdE- 2-3/N L E-TE-'0, .<!> 1223- ..2 2727-7 -T _- --- 22.--Z L i 2 1 ift...in-r//F. 25£29.10.6-W. -1.1.r-,9..2.4% -,LK=.-162 2 L. J U .7-6/Ek]*-'.-131=.45 ' ... - G AP.-1.29 ce; 1562 7 G/ATE= -106*1-,M i. DIRECT. FLOW ' .. 4 -0 FZ -''' -- ---* 2.8 -=1 4 9.'-0TETTE 19'- 70 2-YPASSE)=20.43 -CFST .- 7-2 12-_2.2 -- . /k>TERCE:f'731*27.42.t -IC'93 1 -- I 4 ''1. 1 .: 1 1 52.G.El!#13 JIC €573'---23-bu-.13 --40-F--* -- '-J- 3-- I-IMix'10/ft_i-/, 64«222¤52-2--113»«SE ---_-2.Eox lite*12 2 lk,-r: Iii lili !. : ..... ' · I , 11 -1-·- -Q-·---1 9,0 0 -cFS ·----"- - D=-. 49 -- -74: -zi_'i.r.9 ' 1 1 1,11,1.1-, 1,1i 1, ..50#1¢>#22222Mk*-a/friM,1 2051. _·r U---4-- I. lit'.,,111 ;lilli!:16.:.litil:''-U 563 =E-=ARME:5·',:il··Ii. ''-1'it:,1 , , INTERCEPT--'-110,90._cksal.ZE £ N 4.@TU*ltly · 44.-LLz-152 ''1 . ' : 1: d: 1 ' I ly'!1 11% 27, 1.21... 4,52-5 216 3 717 3 -1 - SPL:%=4,011 -1 ZELE-211 '19*44-/4·nin!; LEAU.L U 5€111-2-G* ATE- 5 ----I- 1.lilli'!:.:111 ;i, 6 5 ' Trag--1»AL.JINr:ZE=: i -·r Page of *4999 Series '00 Bolted 4 24: 7- 2 6.-,; 9. t52*5*Transverse Drainage Structures'. f . t::itif.Att Heavy Duty -.O:::ew &<1.,----:D.'121,6/'.: =5:EIllustrating flat type surface showing Type X frame and Type C grate.22.3 7....../--./.2.:.25 Standard frame and cover sections of 6*73':liSPUSthis type are bolted and manufactured 4 -1-*w-«:-.in 24" standard lengths.When bolted frames and grotes are furnished, they are shipped assembled. AT NO TIME SHOULD THE UNITS BE DlSASSEMBLED DURING INSTALLATION! I 3 ReU Caiefully Before Ordering' Sp«ifg:*NXNEI?%3?033.* 1.-Coniplete catalog numbet·22 Lenhth of structure.EN':61-pif:2; t3.,T#-,of''co€€m,9-Et-:12 3. , * Perma-(rip surfac1&5990:Clf (SeW 0,igh#9.)1-2.-:4..'*.",5. End framd s@ctions iInd nUm-: tbe¢,required per unit. r.p, A >.., 67 If.trench drain biates are td be -0 installed in bicycle trafMc areas, R please advise so that safety 9.:--standards described on catalog24. pgge 89 can be applied...02.p Catalog Dimensions in inches Weight per lineal foot (without frame) No. A B C - Type A Type C Type D Type E Type P Frame** R-4999-AX:8 114 .; 6-< 19 22 19 22 25 12R.4999-BXJ. 10 114 7 8 · 24 27 29 27 31 12 2-4999-CX' 12 114 10 '- 28 31 40 36 37 12 R-4999-DX 14 1]4 112 1: 33 35 52 47 45 12R-4999-EX-2 17 11415' 39 52 55 49 - 12 R-4999-FX · 20 1]4 18 54 67 70 70 - 12 R-4999-GX 23 1 72 21 60 77 85 - -12 R-4999-HX 1 26 1]4.24 - 71 100 85 - -12 R-4999-JX 30 2 27 · 100 120 100 - - 17 R-4999-KX 33 2 30 110 140 150 .- - 17 R-4999-LX - 36 2 .33 120 130 185 - - 17 R-4999-MX 39 2 36 130 200 180 - - 17 - R-4999-NX 45· 2 42.150 245 210 -. - 17 R-4999-OX; 51 2 48 190 215 - - 17 **Weight per foot - includes both sides. 1. A$ rsoUD OR *ATED COVER COVER TYPES 00044-0000 *2*12*I. 1--ac ***%23 - nE€i{*40&SKS?=4 - Grate Type. A Grate Type C Grate Type P Solid Checkered Solid Perfo ated Type D ,Type E Type P grotes have]4" slot widths and ore espec-ally appli- cable for areas of hecvy pedestrian traffic FRAME TYPE TYPE X Grate Catalog Dimensions in inches Wt. per No. A B C lineal ft. - R-49994-3 : 14 114 12 45* R-4999-L6 i 24 2 . 22 k.88" R-4999-L*' 2934 214 2634 115"* This series furnished Endard with Type L grate shown at right. *Furnished in 2 foot increments only. **Furnished in 1 or 2 foot increments only. ***Furnished in 116 or 3 foot increments only. Grate Type L Available only onR-4999-L3, L6, and L9. tim/34#9- 0 - 1:,11912-11·10.. .7 -147 4......., aIllustrating R-4999 bolted , ... trench series < 9-47:2: :c;.2---7 - H=f--*E-.'9 2-2,-: - 1-T--.-.4224--- :·. with Type L grate .1 , .IJ .':._· ·220- lilk.L.. '3.......·r':;·'f;;. '1 7%35J 1 ..1 ...:1: . .2 . .:1 1 e - . I - NEENAH 234 FOUNDRY COMPANY 1-r ,-r ,•- mY "" PY pm g•!gq 77 - NEENAH *Alitaaio-n *betall&18PfR:409§133iW33FA292 FOUNDAY COMPANY *42- " ¥·'' ' -.'- ·'4.4,-44,«:0ECLW:.r,4<tefitt.:4514**4450%4.45-:ir¥ #t9tE,Aft¢¢*44 34#kitti-,Tie. 31*94116- -...'- *': -.- .-:.--:.4:tht27:i.2- VARIABLES: FRAME END PIECE OPTIONAL!12 m fRPI M IN q h¥·1:21:.4 **19t.1,2 Overall length. GRATE'SUPPORT=44 4#4 B:......20 Cover type.DRAIN GRAYG.ti.:2:Fft.5.:X7:¥.1, ·32 Curb box, catch basin inlet, or frame end piece. -- 4. Machined horizontal bearing surfaces. (Vertical machined CATCH BASIN - bearing surfaces also available on special ordec)DISCHARGE PIPE -4 For perfect seating of cover in {rame, specify machined horizontalbearing surfaces.I )32:ti.=f:itt?-:. *44-xtil<AfF;* Showing method of construction when no box or inlet is used at end of assembly. / Special assistance is offered providing details shown do not cover your requirements. Shop drawings furnished on request. ..24 24 Cover Type Variable 4- (See page 234) 6.3 (&21 rSOLIC) OR GRATED COVER UU C 100 00000000 00[ '00 00000000 00[1*=0%*a WITM OCUBLE BOLT JOINT SUPPORT-*4 WrTH DOUSLE 80 LT JOINT' Illuslrating Type "D" Solid lid with Illustrating Type '*A" Grate Type "C" Grate and Frame with Frame Flat C.142=CT- RGE PIPE 1 CURB BOX OPTIONAL ,/- FLAT DRAIN GRATES AND SUPPORT M.BM N-#1 Blpd - - - i -=Al@. SECTION 2+24=422* SMOW,Me I'...a1-.·It. ANCHOR pit b44.-C Ulos a C. I. .F...;1., - -x- FRAME 24; r.?I I.4 SUPPORT :·1·442.1.X...·: Pf¥f·i U j SHOWING CONSTRUCTION Wl™ CATCN BASIN SACK OF CURO 21*441514·: ·--:t·-f:' :-1 i:ki.q i ·fl? 5 9 ;:.<? :· -ff,f. ...?4.-,31-1 K ·-2 5:4:2.3-i: :.22-3:2:€: .2 :.:; 2,-L·* :1 2 :31 '-2 ff#,43I;St... FE:¥i: If necessary, complete curb inlet assemblies with adiustable curb boxes or fixed stationary boxes are available. Inlets or curb boxes need not be installed at both ends of the trench drain; they can be used in combination or not at all, depending on drainage conditions. C.B. INLET AND ADJUSTABLE CUR8 80x OPTIONAL,Crowned DRAIN GRATES AHO FRAME SUPPO"¥9 CROWN TO COINCIOE WITH ROAD SURFACE 94 ip m m3421 *Ar· · TYMCAL i . NOTE-BREAK IN SUPPORT AT GRATE JOINTSfld: c.1. TYPE *x- ·!f.'.."PROVIDES FLAT SEATING SURFACE,ASSURING..At:· FRAME SUPPORT ':1110:.: SATISFACTORY BEARING OF GRATE ON SUPPORT.:·: ·:.1·d SMowiNG SOCTS :64· -; 1 CATCH BASIN .:.·/ r- -t .·al:3'11 21:ht f.: 1 81 f. 9 /.k·7-:.'M M «... Crowned type drainage structures will conform to any roadway crown. Frames and grates are separated at 2-foot intervals, allowing drain to con- form to roadwoy crown. MMEL-.-.Ill:/.L:IL- I.-- *n a EN 235 1 .5 1.0 R-4999-L9 It 1 1 1 1 SL 4' 5 I-----L_---1-1 8 T 1.5 2.0 2.5 10 3.5 4.0 FLOW CP'S/ft FLOW % CAPTURED 0 8 & CA 0 0 0 0 0 0 1 90 ----- 100 58 e r 0-1 r- --60.TABLE ONE - BAR LIST FOR CURB INLETS, TYPE Ri r--Tr-T---r-T-IALLINLITI-imirw-IIZIZnREZEZIEZE] ,-54-2....1„1 MARK |'Fris ' %,ITYPE EZEZ¥LIZIZEZZi$EZZE]2222*1.1-4----1#---4---_...18----1.L--LL--_1_22£.,LeqllimemBE:2MEm.2mfeet.2£4b!212+2:EN.L. i 1.0, 1.1.. 1.-1 r---r 13¥/ZI r-i63-T 917 #-1:+A-' CV: :37' EFF -9-1.233$1116,-=[11890---44':]1£*folfr .J Wt ,1 4 r-:By-1- 1-r rair TrriE-8.-1'O/ *¢it.Ill¥1i , 1--IIi-r lia.1I.C..1.-40'-1 - ·-1-116. -* 11 3 ,19,· r 1 - t=»..1:Fr 1. 3. r.41 /3 .1 'SW !1 ..............· r/;5-r -- , -7Zlz773 21=11:.:il-/ __ ··:4/0, A- 1 0."0 . 4 -1.- lilli / lilli I .02 TYPICAL PLAN VIEW ,u/40'h .303 . '.... t.5 Eliz t..1 ,mil. 1 - r· f .6 .01 i : -1 1 1 1 -I-111# f- wau g .-,--=--'UE 'm-, r.,0 , 1 -417-1.-7.6 ,• ...3-. e. lirnr 0 Viff,IN. 1,4, N Tuti yl<1 i /bl/,tmln..bili/L/AD//1 94/R/ 0I S.• C.I.=A•-64. sh- 1 - Ca- L.J D-1, - Uh tal.1 I ... TABLE TWO - BARS AND QUANTITIES VARIABLE WITH H -E-I@3*3--·23%6zis+Ullgall -int, ..Wi... 01,!St../. CROP *OZ INLETS, 10,/ 4,6\3.,k ApT- 17r---T-771-rr-[_1-7* 1-ju 1 6.0 i m i ,• _11•LI/- I <-f t..11 §243'.SECTION B-B UPPU,·rEZ2IZEZI]*IIELLELIEZ121.UL-UnLUL-UM=.1 12 t -UF:PrEEYJ*im**ElIi£I1EL11--11.1:L-1.-221.M-1-E'.1 U...£.glo A S'ta.WEIGNn 00 NOT TYPICALEND-KLE EZZEZEE./.I..:22£212=-I SECTION A -A REGUL*R IN-LEI .GENERAL NOTES [ZEEIZIZIiZI22£122£L£1-kiLLL-.a_Lim-MU--24-2-4-·fE-1 . ,„i..„,: ,,i .r, ,, , „ HH+1-% 11k*zllE*zE*.j "";CWAtAL ry*t-EF<11'UKE/.-954.12-3/1**£UN -\ I' L=!2111 Et:'CURB FACE ASSEMBLE. Place Entire M-,;„„,-k,_4_*m=,4„4,0,0.#„4._ [1£21dil££1--,-,-r-1-nl-„ 1---L--LL..M_LMU n I•" t '·' !-211.1 m Assembly Before Pouring .Concrole. ,•,•...i.e,t . Fi eeT+Pl ;t,·L-2.:_._„-al-1£-L-E_Le-1.2-lmi-- i .34 1 •10¢-¢44 -f# .-•14 .,3TyPET*07*BLE12211.-11_111-m_M-La.1 '·' 1 •41_1 C-uile .•14 i./ . 2.'*- ..0,51 .4.0•/ .... I ..1.riEFT-/iyri21™EE*-1-'LL---.LL-/._L.52, 1 " 1 7# t.=M_LzE£_1z I. 3/%'....... I' --M, I./.H, AW,6,:Sf./W.03-PliGPrZE[EE]ZEILALIZiL,Ll-9-1-0-LE·L-1-5.1 M.-- 1.1GEE[EZE'.E/212*1-2.....Uznt._Ill'.1-2_-2.4......0./.--4./.De-/4,0.*I ...0,4 0... tor..8 thel t* %.. 10 -1,8 she *•0-0 '0- '*. r-1 IR• T'-dr- 0-er· t:Ll&£11-e££.6£111#_2LL...2LL.........1...2LL...Lall.Em_L52._.1 405-' 41 ,10 „W.,6., S„, 1 U. 4 N™d -8 - n,4-lk- -fs,/i- •-5- t NOTE: For tronsilion from 6" vert. curb lo 4"Al}&,4 -1.6,em»•- 2*®14 .u stoping curb i see SD-4. - -#miff 1 1..4 W...4.24. :.:04 %121512/2/Li/Zizic/Iil/EZIERIEITIZIEEL -40 0 0 , A:=f.14 r-1-- 40/1 .01 405 40 C7 40 i 40SJ 405 -- 06, di Ict 11 40. 21 cJ 1- 4.-*-.--1 1- 1 1 -40€ SECTION A -A INLET WITH DROP BOX- H>5' :'/It 1 t 1 #: j.-1 ill 3T MM't'QLK CQVER L.11-, TYPE m , TYPE W , TYPE V . TYPE VS . TYPE V L *ir. --*-pl L.-BAR BENDING DIAGRAMS - ( Dimensions ore Out-to-Out of Bar 1 501 401 11__ TYPE vili 410 tlze TYPICAL MANHOLE RINGZ; - Aopm*itmil ;fill C Dotted Ba. 0// In S.clion • / 25 #bs. • #35 lbs.d-d Weights:COV*f R#ng d-d TOTAASECTIONS G,C ¢ . •260 #bi. WRC, ENG. NOV 1984 | REFERENCE:Colorado Department of Highways Standard M-604-R STORM DRA1NAGE DESIGN AND TECHNICAL CRITERIA --CURBWEET-TYPE-r STANDARD DETAIL SD-1 - COMBINATION INLET TYPE 13 1 L 1 1 f» 4 . · pgapjaT#NST--'¥s€f??42«9 0% 949.,1 - 1 M . 1 1 i ff '0'.t. -'.....h d i . .bl•".23... 1..=--12:21,1..1'-Ja PLAN 80 111 ... . 4. .C,f : 1.- *i...11. (22. k.-3.-4.- . 3.... |SECTION - : Ti 1% . 1 CENTER OF MULTIPLEINLETS A . 1-PLAN · · i I •4- I./..1••. C•.i ... SECTION ' A-A 43' --- 13:-tu€• i.cm:Z=,2.1 'Al" Dil™ 5 + f,. -U. ....://b- -- 1 NOTES, 51.'. 1. 0.11.1-6- A. · L ...., 5.....'ial' .... A-48,.... It:t. r7 --- ,„Sli Spi•,m / 25 1,1 fc„U Zsl INE \ '44>·. .SECTION 8-8 /,/1,1/,- C/D Or,•¢•, A,•• • /0 4. 8. \1.. Iii. OVT--Back edge of s,dewolk - · 1 1 I ./. 16 ..13.:-'2%*%39"1 7,3 6 5%:39 2443:ty... 11 234·'435,9...:i»:0¢Top f guer .| 25' .Aw:'r:lionicub 6"vertlcol1 .1. 9/46%L.- ,:4 ) 0 | curb,gutter, a or 1 · **:100.·1... ......,1......1.......... PLAN -sidewalk --7 r ·Gutter flowline - .1SECTION THRU LENGTH SECTION THRU WIDTH 1 1 .4 ae : 42: 99% 4 NOTES Edge of gutter J Back edge of sidewalk -A- pRO,FILE B -7 ,- . For po,ment purposes, Intel :tructures shall pho include 2-5 curb 8 Putter.1,Onsnion section el eochend of intel plus side•,01* sections wheie imutied behind Imet *trucluie oad Tions#tion :eclic•I. . Floor slope moy be poured monotilhic .ilh bose.. Oullet plpefs) to De set flush with inside foce of inle! we.4. :Unless ·blher•ht. *ecified-on ·the d,o,mps or -e,•4*E ·upproved,. 4,11' No.-13· #htels ·wholt-be·-constructed Wth.on odjusloble C./. curb boz.Std Wei deoms ond Pipe siz• ore noted in :he following loble, Deviations from these minimum /equiremen!: sholl b• substontioted with oppropriole. h,droulic analysis. 2 3 5.t \ 4.3 Gutter flowline Sect ion ALA SECTION ....IZZI LId. r Top of gutter F.74 4- ME« --- S ection 8-B-h=-I- Til:I- TRANSITION SECTION STORM DRAINAGE DESIGN ANIL TECNICAL CRITERIA STANDARD DETAIL SD-4 A Drainage Report - Applewood North 38th and Youngfield City of Wheat Ridge, Colorado Page 13 APPENDIX E HISTORIC DRAINAGE MAP AND DRAINAGE PLAN APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN CIVIL ENGINEER STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON. CO 80120 (303} 7944727 CONTACT: JOSEPH SCHIEL, PE LANDSCAPE ARCHITECT STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON. CO 80120 (303) 7944727 CONTACT: MIKE HAAF, RLA LEGAL DESCRIPTION (PROVIDED BY CLIENT) DEED RECORDED ON 1/18/2009 AT REC. NO. 2009001664 . A PORITON OF LOT 1 APPLEWOOD VILLAGE SHOPPING CEN COUNTY OF JEFFERSON STATE OF COLORADO DESCRIPTION OF AMENDMENT STERLING DESIGN ASSOCIATES HAS PREPARED A SPECIFIC DEV RETAIL PARTNERS LLC (REGENCY CENTERS, AS MANAGER) FOR OF THE APPLEWOOD VILLAGE SHOPPING CENTER. SURVEYOR FLATIRONS, INC. 655 FOURTH AVE. LONGMONT. CO 80501 303-776-1733 CONTACT JOHN B. GUYTON ARCHITECT NAOS DESIGN GROUP 4949 SOUTH SYRACUSE STREET, SUITE 460 DENVER, CO 80237 (720)360·4844 CONTACT: DICK ANSTETH. NCARB, LEED AP PROPERTY OWNER REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 6900 GREENWOOD VILLAGE, CO 80111 (303) 300-5335 CONTACT: TOM METZGER DEVELOPER REGENCY CENTERS 8480 EAST ORCHARD ROAD. SUITE 6900 GREENWOOD VILLAGE. CO 80111 (303) 300.5335 CONTACT: TOM METZGER VICINITY MAP -CO-58 - Aggar2 Of-1 CENTER 0 1 1 1 1 1-1- F- 0 0 <C M 1- SHEET INDEX 1 OF 20 COVER SHEET 1 OF 4 ALTA SURVEY7 4 1 2 OF 4 ALTA SURVEY==1 3 OF 4 ALTA SURVEY 4 OF 4 ALTA SURVEY 6 OF 20 OVERALL SITE PLAN 00 7 OF 20 SITE PLAN (EAST) 8 OF 20 SITE PLAN (WEST) 9 OF 20 SITE DETAILS 10 OF 20 SITE DETAILS 11 OF 20 OVERALL GRADING PLAN 12 OF 20 OVERALL UTILITY PLAN 13 OF 20 UTILITY DETAILS1«4/30.-14 OF 20 LANDSCAPE PLAN (EAST)U a 15 OF 20 LANDSCAPE PLAN (WEST) 16 OF 20 LANDSCAPE NOTES AND DETAILS 17 OF 20 PHOTOMETRIC PLAN I 8 OF 20 BUILDING ELEVATIONS 19 OF 20 BUILDING ELEVATIONS 20 OF 20 BUILDING PERSPECTIVES THE SCOPE OF THE PROJECT INCLUDES THE CONVERSION OF AN EXISTING VACANT WALMART BUILDING TO A "4NH##11. *> Sterling Design Associates, llc civil ENGINEERS . LANDSCAPE ARCHITECTS 2009 W. Litdeton BM. 8300 limle- CO 80120 303.794.4727 ph ..Ster-fingC>esign,Asiociates.corn PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E COLORADO REGIS TRAnON 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC MULTITENANT RETAIL BUILDING. THE CONVERSION INCLUDES RELOCATION OF THE ENTRANCES IN THE FRONT OF THE BUILDING, AS WELL AS RECONFIGURATION OF THE TRUCK DOCK AREAS IN ™E REAR DRNE AISLE. THE EXISTING GARDEN CENTER ON THE NORTH SIDE OF TME BUILDING IS ALSO PROPOSED TO BE DEMOLISHED. SITE 10'lll 117, ENHANCEMENTS ARE PROPOSED AS PART OF THE PROJECT. INCLUDING A PEDESTRIAN AMENITY ZONE IN FRONT OF THE BUILDING AND LANDSCAPING IMPROVEMENTS THROUGHOUT THE SITE. AS PART OF THE PROJECT. THE FRONT PARKING FIELD WILL SE RE·CONAGURED TO IMPROVE VEHICULAR CIRCULATION THROUGHOUT THE -EXISTING SHOPPING CENTER. THE TWO EXISTING ACCESS POiNTS IN THE NORTH PORTION OF ™E SITE ARE | PROPOSED TO BE RELOCATED. WHICH WILL REQWRE EXISTING GRADE IN THE FRONT PARKING FIELD TO BE L MODIFIED UP TO ONE TO TWO FEET IN SOME AREAS. WITH THE RECONFIGURATION OF THE PARKING FIELD,EXISTING INLETS WILL ALSO NEED TO BE RE-LOCATED AND STORM SEWER WILL NEED TO BE INSTALLED TO - - - 1 h ACCOMMODATE THE NEW SITE LAYOUT. NOR1 .1000 SIGNATURE BLOCKS OWNER'S CERTIFICATEE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF. DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES. RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN. DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. PIREL[IMI[INARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC :SSVES BiSIONS NO 'DATE $01,2017 Bv. JGS 0./.RiPTION 1ST S.8/•TTAL NO. 2 OATE .V 025CR]PTION NO 3 DATE .BY DESCRPTION . NO I ./TE .SY DESCRPTION· - NO S DATE D. 5CRIP/ION NO. 6 DATE ·„V DESCRIPTION COUNTY CLERK & RECORDER·S CERTIFICATE I STATE OF COLORADO DATE SCALE 12/01/2017 1"=20' )SS COUNTY OF JEFFERSON )PROJECT MANAGER PROJECTNO JGS 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNT CLERK AND RECORDER OF JEFFERSON COUNTY DRAWNBI DRAWtNG FILE AT GOLDEN, COLORADO, AT O'CLOCK .M. ON JGS THE DAY OF A.D. IN BOOK TPAGE , RECEPTION NO. TOM METZGER FOR REGENCY CENTERS, L.P. STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20__ BY WITNESS MY HAND AND OFFICIAL SEAL, MY COMMISSION EXPIRES: JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY PLANNING COMMISSION CERTIFICATION ! APPROVED THIS DAY OF I BY THE WHEAT RIDGE PLANNING COMMISSION. PAO.IECT APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. ILIENT CHAIRPERSON NOTARY PUBLIC REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 i CITY CERTIFICATION TEL: (303) 300-5300 SURVEYOR·S CERTIFICATE :APPROVED THIS DAY OF .BY 1. DO HEREBY CERTIFY THAT THE SURVEY OF THE CITY OF WHEAT RIDGE.SHEET T'TLE 1 THE BOUNDARY OF APPLEWOOD SHOPPING CENTER WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY ATTEST COVER SHEET KNOWLEDGE, INFORMATION AND BELIEF. IN ACCORDANCE WITH ALL I APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS iAMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID ;SURVEY. ,CITY CLERK MAYOR SHEET NUMBER 1 OF 20 1 COMMUNITY DEVELOPMENT DIRECTOR | (SURVEYOR·S SEAL)SIGNATURE Parcel Description (PROVIDED BY CLIENn DEED RECORDED ON 1/18/2009 AT REC. NO. 2009001664 A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2. COUNTY OF JEFFERSON, STATE OF COLORADO. ALTA/NSPS LAND TITLE SURVEY A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 4 - TOTAL AREA = 999,144 SQ FT, OR 22.94 ACRES, MORE OR LESS C PEt /3/ABS PlaUD Wright St Ward Rd Parcel Description COURSE: N76'32'04E LENGTH: 700.82 COURSE: 500'45'58-E LENGTH: 666.28 COURSE: N86*06'03-W LENGTH: 0.66 % COURSE: S00·52'54-E LENGTH: 688.58 COURSE: 589·07'05-W LENGTH: 685.04 COURSE: N0054'38-W LENGTH: 24.35 COURSE: Sag·28'52"W LENGTH: 134.04' COURSE: N0053'20W LENG™: 667.85 COURSE: N89·27'37E LENGTH: 144.00 COURSE: N0053'20W LENGTH: 200.00 COURSE: S89·27'37W LENGTH: 14..00· COURSE: NOO·53'20 W LENGTH: 135.62' LENGTH: 237.72'RADIUS: 182.00 DELTA: 74'50'09"COURSE: N37'28'00E CHORD: 221.17 W 35th Ave SITE - 0 La Quinta Inn © ODenver Golden a Applejack Wine & Spirits O fe - 9 0 Chill's Grill & Bar .W 32nd,Ave MAP DATA © 2017 GOOGLE 47 4*55 9 9 Notes 1. STEWART nTt.E GUARANTY COMPANY COMMI™ENT NUMBER 17000310906. DATED AUGUST 7, 2017 AT 5:30 P.M. WAS ENPRELY REUED UPONFOR RECORDED INFORMATION REGARDING RIGHTS-OF-WAY. EASE. ENTS AND ENCUMBRANCES IN THE PREPARATION OF THiS SURVEY. THEPROPERTY SHOWN AND DESCRIBED HEREON IS A PORION OF n€ PROPERTY DESCRIBED IN SID TITLE COMMITMENT. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACION BASED UPON ANY DEFECT IN THIS SURVEY wl™IN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACION BASED UPON ANY DEFECT IN ™IS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERnFICATION SHOWN HEREON.t 3. THIS ALTA/ISPS LAND nTLE SURVEY WAS PREPARED FOR ™E EXCLUSIVE USE OF REGENCY CENTER AND STEWART TITLE GUARANTY COMPANY.NAMED IN ™E STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY ™E SURVEYOR NAMING SAID PERSON. 4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. 5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N00·53'20-W ALONG THE WEST LINE OF LOT 1. APPLEWOOD ILLAGE FOUND 1-1/2- ALUMINUM CAP AT THE NORIHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM.< SHOPPING CENEER FILING NO. 2, BETWEEN A FOUND 3/4 BRASS TAG. STAMPED U 24966- AT THE SOUTHWEST CORNER OF SAID LOT ANDCENTRAL ZONE, NORTH AMERICAN DATUM 3983 (NA083), ALL BEARINGS SHOWN HEREON ARE RELAIVE THERETO. 6. WITH REGARD TO TABLE A. ITEM 11. SOURCE INFORMAION FROM PLANS AND MARKINGS HAVE BEEN COMBlNED WITH OBSERVED EVIDENCE OF UnonES PURSUANT TO SECION 5.E.I. TO DEVELOP A VIEW OF THE UNDERGROUND UTIUIES. HOWEVER LACKING EXCAVAION, ™E EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY. COMPLETELY AND REUABLY DEPICTED. IN ADDITION, IN SOIE JURISDICIONS,81, OR OTHER SIMILAR Un UTY LOCATE REQUESTS FROM SURvEYORS MAY BE IGNORED OF? RESULT IN AN INCOMPLITE RESPONSE. A PRIVATE UTILITY LOCATER WAS HIRED FOR THE PREPARATION OF THIS SURVEY.NO EXCAVAIONS WERE MADE DURING ™E PROGRESS OF ™IS SURVEY TO LOCATE BURIED UTILITIES AND STRUCTURES. ALL UNDERGROUND UNLInES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR Un UTY COMPANY PRIOR TO ANY EXCAVATION. PURSUANT TO C.R.S. SEC. 9-4.5-103. (ALTA/NSPS LAND TITLE SURVEY TABLE A. OPIONAL 4/14/P'SURVEY RESPONSIBIUnES AND SPECIACAnONS. ITEM 11) #32 DEC 1. 1972 BK. 2451. PC. 672 #33 DEC 29,1972 81. 2459, PG. 862 #35 JUL. 3. 175 BE. 2745, PG. 737 #40 AUG. 19,1977 REC. NO. 909490 DEC. 28.1977 REC. NO. 949552 NOV. 18.1982 REC. NO. 82081092 OCT. 22.1984 REC. NO. 84099038 SEP. U.1986 REC. NO.86108656SEP. 2,1994 REC. NO. 94145758 SEP. 22.1995 REC. NO. F0119560 FEB. 14, 2005 REC. NO. F2172791 DEC. 30. 2010 REC. NO. 2010119958 JUL. 20. 20t6 REC. NO. 2016070522 JUL. 25, 2017 REC. NO. 2017076232 #43 OCT. 7.1985 REC. NO. 85096474 #44 JUN. 13 1986 REC. NO 86064188 #45 JUN. 13.1986 REC. NO. 86064191 #46 JUL, 22,1986 REC. NO. 86082220 #52 NOV. 29.1969 REC NO. 89101624 #55 FEB. 27.1990 REC. NO. 90016475 #56 FEB. 27.1990 REC. NO. 90016476 #58 APR. 23.1990 REC. NO. 90032752#61 NOV. 10,1993 REC. NO 93186124 #65 MAR 1,1996 REC. NO. F019379 JUN. 19. 2017 REC. NO. 201 7062830 #70 NOV. 29.2012 REC. NO. 2012128282 #79 AUG. 7. 2017 REC. NO. 201708101 PERIMETER:4.429' 6 AREA:1.144 SO. FT. E ERROR CLOSURE:0.01 COURSE:136'35'55.W B ERROR NORTH:0.009 ERROR EAST:-0.007 PRECISION 1 442896.00 10' PUBLIC SERVICE COMPANY OF- COLORADO EASEMENT 1111111 I 1 8' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT 5 PUBLIC SERVICE COMPANY OF COLORADO EASEMENT - DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER DEVELOPMENT PLAN FOR APPLEWOOD vILLAGE SHOPPiNG CENTER AMENDED #2 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTERAMENDED #3 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTERANENDED #4 DEVELOPMENT PLAN FOR APPLEWOOD MU-AGE SHOPPING CENTER AMENDED #5 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTERAMENDED #6 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTERAMENDED #7 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER >AMENDED #8 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER AMENDED #9 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTERAMENDED #12 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER20' SAN]TARY EASEMEN T CO10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT % 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT 53 0 2 TRAFFIC SIGNAL EASEMENT E- E 30' WATER EASEMENT E-2 2 C30' WATER EASEMENT 0@ U .FIRE LINE AGREEMENT AREA 80' DENVER WATER BOARD CONDUIT EASEMENT APPLEWOOD ILLAGE SHOPPING CENTER SUBDIVISiON PLAT *2 » E QUITCLAIM DEED TO THE ABOVE n4.: ZDENVER WA1ER LICENSE AREA APPLEWOOD VILLAGE SHOPPING CENTER nUNG NO. 1 PLAT ... N 8 Vicinity K SCALE: 1' = Legend FOUND AUOUOT MONUMENT AS DESCRIBED FOUND MONUMENT AS DESCRIBED * FOUND BRASS TAG AS DESCRIBED F--7-3 CONCRETE - EDGE OF ASPHALT - GRAVEL/COBBLES EZJEEF71 FLAGSTONE F'57- BRICK -* FENCE 500' --qu- ELECm,CAL UNE SCALED FROM MAPS ® TRANSFORMER ELECTRIC METER ELECTRIC RISER ELECTRICAL PANEL/BOX 91 ELECTRIC VAULT UGHT POLE * DECORANVE LIGHT - ovu-+ OVERHEAD UTILITY UNE ecu lilli POLE 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBUC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUIENT ORACCESSORY, COMMITS A CZASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4- 508. IlOEVER WILLFULLY DESTROYS. DEFACES. CHANGES, OR REMOVES TO ANOMER PLACE ANY SECTION CORNER. QUARTER-SECTION CORNER. OR MEANDER POST, ON ANY GOVERNMENT UNE Or SURVEY, OR ALFULLY CUTS DOWN ANY VATNESS TREE OR ANY TREE BLIZED TO MARK THE UNE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES. CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GovERNMENT SURVEY, SHALL BE INED UNDER THIS TAE OR IMPRISONED NOT MORE THAN St>: MONTHS, OR BO™, 18 U.S.C. § 1858 8. THE DISTANCE MEASUREMENTS SHOWN HEREIN ARE U.S. SURVEY FOOT. 9. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD aVIL 3D (DIGITAL TERRAIN MODELING) SOFTWARE BETWEEN ACTUAL EASURED SPOT ELEVATIONS. DEPENDING ON ™E DISTANCE FROM A MEASURED SPOT ELEVATION AND LOCAL vARIANONS IN TOPOGRAPHY. THE CONTOUR SHOWN MAY NOT BE AN EXACT REPRESENTATION OF THE SITE TOPOGRAPHY.™E PURPOSE OF IHIS TOPOGRAPIC MAP IS FOR SITE EVALUAION AND TO SHOW SURFACE DRAINAGE FEATURES. ADDIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN SPECIFIC AREAS OF DESIGN. TOPOGRAPHY SHOWN HEREON COMPLIES WIP NAIONAL MAP ACCURACY STANDARDS. 10. BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABUSHED AT AN ONSITE BENCHMARK AT THE SOUTHWEST CORNER OF LOT 1. APPLEWDOD VILLAGE SHOPPING CENTER AUNG NO. 2. BEING A FOUND 1 -1/2- ALUMINUM CAP. ILLEGIBLE WITH AN ELEVATON OF 5519.20 FEET.A CHECK SHOT. O.1't WAS TAKEN ON CITY/COUNTY OF WHEAT RIDGE POINT PHAC-2. BEING A CITY OF WHEAT RIDGE ALUMINUM DISK. STAMPED -CITY OF VMEAT RIDGE, SURVEY MONUMENT. DO NOT DISIURB, PHAC-2- LOCATED 0.3 MILES FROM SITE. WIR A PUBLISHED ELEVAION OF 5451.56 FEET (NAV[88), NO DIFFERENTIAL LEVEUNG WAS PERFORMED TO ESTABUSH ™IS ELEVAION 11. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERIES THAT ARE MORE THAN AVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN. 24. THE FOLLOWING DOCUMENTS ARE MENIONED IN BUT CANNOT BE SHOWn GRAPHICALLY. ™E FOU NUMBER AND/OR BOOK AND PAGE.#9 lAYla.1880 BK. 9, PG. 268 #13 JUN. 18, 1959 BK. 1201. PG. 323 #27 JUN. 24. 1971 BK. 2272, PG, 148 JUL_ 27. /72 SK. 2403. PG. 294 #28 OCT. 21.1971 SK. 2305. PG. 895 #34 MAY 12,1975 Bk. 2728. PG. 300 #39 NOV. 12. 1976 SK. 2926. PG. 630 #47 NOV. 18.1987 REC. NO. 87140164#48 OCT. 19.1988 REC. NO. 88102321 #49 APR. 17,1989 REC. NO. 89032473 #53 DEC. 26,1989 REC. NO 89111291 #62 AUG. 30,1995 REC. NO. F0108078 #66 MAR. 1. 1996 REC. NO. F0193714 #68 FEB. 28. 2011 REC. NO. 2011021354 MAR. 29 2016 REC. NO. 2016028478 #69 AUG 12,2011 REC NO. 2011073711 #72 OCT. 23.2014 REC. NO. 2014089542 #73 JAN. 13. 2015 REC. NO. 2015003310 #75 OCT. 4. 2016 REC NO. 2016102072 NOV. 17. 2016 REC. NO. 2016120923 #76 DEC. 9. 2016 REC. NO. 2016130751 #73 WL 11, 2017 REC NO. 2017071245 DiE ABOVEE REFERENCED TITLE DOCUMENT AND APPEAR TO AFFECT TIE SUBJECT PROPERTY.OWING UST CONTAINS THE TITLE DOCUMENT ExCEPnON NUMBER. DATE RECORDED. RECEPTION DITCH & DITCH RIGHTS DECLARAnON OF PROTECTIVE & RES™ICTIVE CO,ENANTS AGREEMENT FOR CONCRETE CONDUITS CROSSINGS DECLARAION OF COVENANTS & AGREEMENTS ORDER OF CONSOUDATION-WHEAT RIDGE FIRE PROTECION DISTRICT COVENANTS & RESTRICTION RESPECUNG UNIFIED OWNERSHIP OF PROPERTY COVENANTS & RESTICTION RESPECING UNIBED O¥MERSHIP OF PROPERTY SHORT FORM LEASE MEMORANDUM OF LEASE AGREEMENT MEMORANDUM OF LEASE AGREEMENT MEMORANDUM OF- LEASE AGREEMENT FiRE LINE AGREEMENTBLANKET RECIPROCAL EASEMENT MEMORANDUM Of LEASE AMENDED MEMORANDUM OF LEASE PERPETUAL STATUTORY UEN LANDLORD AGREEMENT WHEAT RIDGE ORDINANCE NO. 1562. SERIES OF 2014 MEMORANDUM OF LEASE MEMORANDUM OF LEASE CITY OF WHEAT RIDGE COMMUNITY SERVICES TEAM LIEN GROUND LEASE -0--0 HANDRAIL r SIGN ® BOLLARD 3 '. ' DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIS) CONIFEROUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) HANDICAP PARKING 5PACE NO PARKING -w- WATER LINE -¥(rn)-- WATER LINEI SCALED FROM MAPS WATER MANHOLE [j WATER VALVE WATER METER f WATER SHUT OFF ARE HYDRANT FIRE DEPARTMENT CONNECION IRRIGAION VALVE - IRR - IRRIGATION LINE -Rm)- IRRIGATION UNE SCALED FROM MAPS -ss - SANITARY SEWER UNE -SS(m)- SANITARY SEWER LINE SCALED FROM MAPS SANITARY SEWER MANHOLE 3 CLEANouT -57 - STORM SEWER UNE -SKm)- STORM SEWER LINE SCALED FROM MAPS STORM SEWER MANHOLE 8 ROOF DRAIN AREA DRAIN -E- ELECTRIC UNE ¤ TRAFAC LIGHT TRAFFIC VAULT -cm - CABLE Tv ONE - Fo- INBEROPTIC LIE -ro(.3- ABEROPTIC UNE SCALED FROM MAPS FIBEROPIC RISER FIBEROPIC VAULT -7- TELEPHONE ONE -mn)- TELEPHONE UNE SCALED FROM MAPS TELEPHONE RISER -6- GAS LINE -Glm)- GAS LINE SCALED FROM MAPS 1% GAS vALVE GAS METER UnLITY. IRRIGAION OR GREASE TRAP MANHOLE m UNiDENIAED VAULT D><] UNMDENIFIED VALVE AIR CONDITIONER UNIT LOCAnON OF FINISHED FLOOR £ FLAGPOLE E* MAILBOX 0 POST CONC.CONCRETE FFE FINISHED FLOOR ELEVAnON ELEI ELEVAION INV INVERT OVH OVERHANG COV COVERED INDICAnON OF ACCESS 12. FLOOD INFORMATION: ™E SUBJECT PROPERTY IS LOCATED IN ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO THE fEMA FLOOD INSURANCE RATE MAP: COMMUNITY-PANEL NO. 080596-0194 F. DATED FEBRUARY 5, 2014. FLOOD INFORMAION IS SUBJECT TO CHANGE (ALTA/NSPS LAND ITLE SURVEY TABLE A. OPIONAL SURVEY RESPONSIBIUTIES AND SPECIFICATIONS, ITEMI 3). 13. DATES OF FIELDWORK: AUGUST 36-23, 2017 (CREW CHIEF T. FENDICK) 14. THE WORD -CERTIFY- AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF ™IS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 15. THE TOTAL AREA OF ™E SUBJECT PROPERTY IS 999,1 44 SO. FT. OR 22.94 ACRES. MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR. NOT A DETERMINATIVE FACTOR. AND MAY CHANGE SIGNIFICANTLY WI™ MINOR VARIATIONS IN FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM ™E CALCULATIONS. FOR THIS REASON. THE AREA IS SHOWN AS A -MORE OR LESS- FIGURE. AND IS NOT TO BE REUED UPON AS AN ACCURAIE FACTOR FOR REAL ESTATE SALES PURPOSES (ALTA/ISPS LAND TITLE SURVEY TABLE A, OPnONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS. ITEM 4). 16. THE SUBJECT PROPERTY IS ZONED PCD. PLANNED COMMERCIAL DEMLOPME+IT. PER CITY OF WHEAT RIDGE. AS RESEARCHED ON SEPTEMBER 22, 2017. A ZONING REPORT OR LETTER WAS NOT PROVIDED SY THE CLIENT AT THE IME THE SURVEY WAS COMPLETE. (ALTA//SPS LAND TIAE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBIUnES AND SPECIFICATIONS. ITEM 6). 17.THERE ARE 1,078 REGULAR PARKING SPACES, AND 53 HANDICAP SPACES ON THE SUBJECT PROPERTY FOR A TOTAL OF 1,131 PAINTED PARKING STALLS ON ™E SUBJECT PROPERTY (ALTA/NSPS LAND n TLE SURVEY TABLE A, OPTIONAL- SURVEY RESPONSIBILIES AND SPECIFICAPONS. ITEM 9). 18. OWNERSHIP INFORMAMON IS PER COUNTY OF JEFFERSON WEBSITE AS RESEARCHED ON SEPTEMBER 22, 2017 AND IS SUBJECT TO CHANGE (ALT«NSPS LAND TITLE SURVEY TABLE A. 0PnONAL SURVEY RESPONSIBILIn ES AND SPECIACAn ONS, 11™ 13). 19. THERE WAS NO EV'!DENCE OF RECENT EARTH MOVING WORK. BUILDING CONSTRUCTK}N OR BUILDING ADDITIONS OBSERVED IN THE PROCESS Of CONDUCTING ™E nELDWORK (ALTA//SPS LAND ITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS. ITEM 16). 20.THERE WAS NO EVIDENCE OF RECENT STREET OR 9DEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCING TiE RELDWORK (ALTA»ISPS LAND TITLE SURVEY TABLE A. OPIONAL SURVEY RESPONSIBILiES AND SPEa FICAnONS. ITEM 17). 21. FENCES ARE NOT COINCIDENT WITH LOT LINES AS SHOWN HEREON. 22. CONCRETE BLOCK WALLS & CONCRETE PAN CROSS THE SUBJECT PROPERTY LINE AS SHOWN HEREON. 23. ™E FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE DOCUMENT AND ARE SHOWN GRAPHICALLY HEREON. THE FOLLOWING UST CONTAINS THE RILE DOCUMENT EXCEPDON NUMBER. DATE RECORDED. RECEPnON NUMBER AND/OR BOOK AND PAGE #10 MAR, 20,1936 BK. 379. PG. 68 80' DENVER WATER BOARD CONDUIT EASEMENT #11 MAR. 26. 1951 BK. 712, PG. 339 80' DENVER WATER BOARD CONDUIT EASEMENT #14 JUN. 22.1959 REC. NO. 763416 APPLEWOOD VILLAGE PLAT #17 AUG. 23.1960 BK. 1297. PG. 351 163' SANITARY SEWER EASEMENT #18 AUG. 23.1960 BK. 1297, PC. 355 16' SANITARY SEWER EASEMENT #21 DEC. 31.1964 EK. 1768. PC. 164 10' PUBUC SERVICE COMPANY OF COLORADO EASEMENT #22 NOV. 5. 1965 BK. 1832, PG. 558 /SANITARY SEWER EASEMENT #23 JUN. 8,1966 BK. 1877. PG. 157 5' PUBUC SERVICE COMPANY OF COLORADO EASEMENT #24 NOV. 4. 1966 BK. 1906, PG. 652 10' SEWER EASEMENT #25 JAN. 9, tg67 BK, 1916. PG. 458 50' UTILITY EASEMENT #29 OCT. 21,1971 BK 2309. PG. 906 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT #30 OCT. 31.1972 all 2440. PG. 840 WATER EASEMENT IHE FOLLOVING DOCUMENTS ARE MENTIONED IN THE ABOVEI REFERENCED nTLE DOCUMENT AND DO NOT APPEAR TO AFFECT THE SUBJECT25. PROPERTY. ™E FOLLOWING LIST CONTAINS ™E PAGE. #12 MAR. 22.1956 1. 986, PG. 343 #14 MAR. ;2.1968 BK. 2003. PC. 554 SEP. 27.1968 BK. 2051. PG. 221 #15 JAN. 29.1960 BK.1250, PS. 382 #16 JAN. 29.1960 BK. 1250. PG. 384 #19 SEP. 24.1962 BK. 1524. PG. 64 #20 OCT. 30.1963 BK. 1652. PG. 38 #26 FEB. 26.1968 BK. 1916. PG. 458 B NOV. 24.3972 BK. 2449. PG. 154 #36 OCT. 1.1975 BK. 2775. PG. 119 #37 AUG. 30.1976 al. 2896, PG. 160 #38 SEP. 17.1976 BK.2904 PG 162 #40 .U. 25.2017 REC. NO. 2017076230 JUL 20. 2016 REC. NO. 2016070524 #41 WAY 30,1978 REC. NO. 78048312 #42 OCT. 25,1978 REC. NO. 78098329 #50 £.19,1989 REC. NO. 89061577 #51 JUL 19.1989 REC. NO. 89061578 #54 FEB. 27.1990 REC. NO. 90016474 #57 MAR. 14.1990 REC. NO. 90020962 #59 FEB. 5,1991 REC. NO. 91010272 #60 MAR. 12.1993 REC. NO. 93032730 #63 FEB. 8.1996 REC. NO. F0183243 #64 MAR. 1.1996 REC. NO. F0193344 #67 FEB. 6. 20C9 REC. NO. 2009010920 #71 AUG. 21.2013 REC. NO. 2013103709#74 FEB. 5. 2016 REC. NO. 201601628 #77 FEB. 22.2017 REC. NO. 2017030262 Surveyofs Certificate HI DOCUMENT EXCEPTION NUMBER. DATE RECORDED. RECEPON NUMBER AND/OR BOOK AND CS E / RESERVAION OF EASEMENT (SOUTHERLY PORION OF LOT 1, APPLEWOOD VILLAGE =DERSHOPPING CENTER ALING NO. 2)49 8 wCERMED COPY OF RESOLUTION (LOTS 23 & 24, BLOCK 1. APPLEWOOD VILLAGE) QUITCLAIM DEED (LOTS 23 & 24. BLOCK 1. APPLEWOOD VILLAGE)Gr 2.4 :TELEPHONE EASEMENT (LOTS 20 & 25. BLOCK 1. APPLEWOOD VILLAGE) -5 W TELEPHONE EASEMENT (LOTS 20 & 23. BLOCK 1. APPLEWOOD VILLAGE)0 65 : OIL. GAS. & MINERAL RIGHTS (NORTHEAST OF THE INTERSECION OF YOUNGFIELD ST. & W 32ND AVE.) PUBUC SERVICE COMPANY OF COLORADO EASEMENT (LOT 3, APPLEWOOD VILLAGED =257 7 SHOPING CENTER FILING NO. 2).1 4, 5 2UTILITY EASEMENT (LOT 23, BLOCK 1. APPLEWOOD VILLAGE)-I.· 2 rTELEPHONE EASEMENT (SOUTHERLY PORTION OF LOT t. APPLEWOOD VILLAGE SHOPPING 4/CENTER FILING NO. 2) RIGHT-OF-WAY EASEMENT (LOT 1. APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT) APPLEWOOD VILLAGE DEVELOPMENT PLAN AGREEMENT 0. 5 PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (SOWTHERLY PORnON OF LOT 1. .I APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2) AMENDED #13 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER 4 2 (APPLEWOOD VILLAGE SOUTHWEST CORNER) EAMENDED #11 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER(APPLEWOOD VILLAGE SOO™WEST CORNER) qPUBUC SERVICE COMPANY OF COLORADO EASEMENT (LOT 20. BLOCK 1. APPLEWOOD I WLLAGE)PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NEAR LOT 21, BLOCK 1, APPLEWOOD VILLAGE) PERMANENT EASEMENT (PART OF W 32ND AVE R.O.W.)-1PERMANENT EASEMENT (PARK OF W 32ND AVE R.O.W.)RIGHT-OF-WAY AGREEMENT (NORTH OF APPLEWOOD VILLAGE SOU™WEST CORNER PLAT)PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NORTH OF APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT)PUBLiC SERMCE COMPANY OF COLORADO EASEMENT (NORTHEAST CORNER OF APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT)AGREEMENT FOR USE & POSSESSION OF REAL PROPERTY (LOTS 19. APPLEWOOD 'ALLAGE) IWATER EASEMENT (SOUTHERLY PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2) WATER EASEMENT (LOT 2. APPLEWOOD VILLAGE SHOPPING CENTER AUNG NO. 1)--I PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NORTH OF W. 32ND AVE R.O.W.)DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PLANS (SOUTH & WEST OF SllE) APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT 5' WATER EASEMENT (SOURERLY PORTION OF LOT 1. APPLEWOOD VILLAGE SHOPPING CENIER FIUNG NO. 2) JOB NUMBER 17-69,815 TO REGENCY CENTER AND STEWART TITLE GUARANTY COMPANY: Depoottlng Certificate THIS E TO CERIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE W!™ THE 2016 MINIMUM STANDARDDETAIL REQUIREMENTS FOR ALTA/NSPS LAND ITLE SURVEYS. JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ISPS. AND INCLUDES ITEMS 1. 2. 3. 4. 5. DEPOSITED THIS _- DAY OF _-.-_ 20_ AT _O'CLOCK _MIN 6(B). 7(A), 8,9, 11, 13.16.17 AND 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON AUGUST 23. 2017. BOOK _____ OF LAND SURVEY PLAYS AT PAGE -_-. OF THE RECORDS OF JEFFERSON COUNTY. COLORADO. SIGNED: PURSUANZ TO COLORADO STATE BOARD OF UCENSURE FOR PROFESSIONAL LAND SURVEYORS RULE 6.2,2 THE UNDERSIGNED FURIER CERnnES THAT THISMAP OR PLAT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE, IS ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. IS IN ACCORDANCE WITH APPUCABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPUED. DATE: 08-30-2017 DRAWN BY: E. DAVIS CHECKED BY: OK/WiN/JZG nTLE:JOHN 8. GUITON COLORADO P.LS. #16406 CHAIRMAN & CEO. FLATIRONS, INC.SHEET 1 OF 4 BY: /4 f DAVIC r l.t .69/5 A.T 41 : ' .T'Wi, PATI" b ·F,'"·' 7 2 "U ALTA/NSPS LAND TITLE SURVEY A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 4 SANITARY MANHOLE /EARtl BEV: 5498.52 *JINV IN: 5488.30' (S) 8- CLAY "INV OUT: 5488.12 (N) 8- CLAY STORM INLET GRATE ELEV:5496.93INV 51.3€ (Sl} S. Zp3011 -e•rrees- <-*-4,<;32-116 --i=(SEE NOTE 22)- j»/3- 11-43% %-(%STORM MANHOLE -1RIM ELEV: 5500.05 J INV .· 31VO -SS- S7 1-St 9 GF (SEE NOTE 22)-l INV a STORM INLET GRATE ELEV: 5499.06 INV IN: 5486.63' (NW) 4/ CMP· INV IN: 5486.27' (NE) 48- CMP J INV OUT:5495.26' (SE) 18- CUP L=246.06' (AM) 245.96' (P) ,"v ": 5496.94' CS) 1*2/r ELUP 1.-' -' % (SEE NOTE 22)-R=182.00' (AM&p) 43-·rINV OUT: 5496.78' (N) ,3-77'27'42' (AM) a _I _ 8=77'25'57" (P)24-N-32MZRIM% 44,::sss=·==:es;1 " 227.74' (AM) 227.67' (P) F -1-§- ,<---- SANITARY MANHOL RiM ELEV: 5500.5< 1 INV IN: 5490.72' (S) 8 CLA 1 INV OUT: 5490.67 (NE) 8 CLA 42 1 i 7.r_ 11 9- aus STOP , t. V\ SHELER .. i | LGRATE ELEV: 5501.72'A- A GRATE INLET :1 · 1 INV OUT: 5499.53' (E) 18" RCP , - 1- 5490 03' (SE) 48" CM' Na-1 6 CIP f CUP- STRIPING (DE· ¥620VE 701.72' (AM)N76'3247E 701.71 PHALT ROAD *> r- i SANITARY MANHOLE RIM ELEV: 5498.04 INV IN: 5486 40' (SW) 13 CLAY INV IN: 5480.11' (SW) 8 CLAY INV IN: 5480.06' (N) 8 CLAY STORM MANHOLE M OUT: 5479,98' (NE) 8542 RIM ELEV: 5497.95 INV IN: 5491.70' (NE) 15- CMP--* INV IN: 5491.70' (SE) 18- IMP -.-1-INV OUT: 5491·5833<eBESS .=======!1111111-#'-r':*0(*,-:/Arl-:05.TE*26***632,1ILEGIBLE --PY GRATE ELEV: 5498.09'1 STORM GRATE ./, 4 - INV IN: 5494.55' (N) 18" CMP INV OUT: 5492.33' (N® 18- OMP.*Me2&»1dPrl31 g 99-11 i Al \*i A 09 1 2 - .419 21 0 -F'kNCEJ.§_111 1 T ' 12'/10*-4/VI WEST* 1 ,tt STORM GRATE \ 1 1 72 1GRATE ELEV: 5499.01'L 1 # 1 1 1111 1 1 1 r IN: 5493.26' (S) 36- CPIIT.5492.90 (NW) 36- CPP A# •0·· , T 4 I --N.....W 1 1 1/10716 #KINGACES 1 9 el\ f *078' 5 41<10 6-/tojj''0 2-til8 CMPli INV 11 95€30INV OU UZZI2-···,-- 4 --St>SlORM MANHOLE- RIM ELEV: 5500.77'7-' INic':: :2-2. gt? ;2 * INV OUT: 5492.65 (NW) 4n---- 447 --5 /FOUND 1 -1/2 -" ALUMINUM CAP, ILLEGIBLE -6-1-9 STORM GRATE *-CGRATE ELEV.5500.56' INV: 5495.337* (E) 18- CUP 5 PARKING SPACES I 21//11 5 PARKING SPACES OTHER END NOT FOUND 333-c--*,PSANITARY MANAOLE RIM ELEV: 5500.62 „ INV IN· 5489.16' (IE) 8- CLAY ' >-€INV IN: 548905' (SW) 8' CLA - INV OUT: 5488.92' (N) 8- CL, LIZE'ED"t -etin,- ADDITIONAL --71=--- 4 PARKING SPACES ·R.O.W. (p) Ge,,ll/ STORM GRAZE ¢ U LGRATE ELEV: 5500.77|1 INV OUT: 5495.71' (SW) 12- CPP ; spfcts/ -\ 1-PARKING SPACE-NG SPACES STORM INLET ASPHALT PARKING LOTLGRATE ELEV: 5501.43INV IN: 5495.12' (NE) 12- CPP , INV OUT: 5494.90- (NW) 12- CPP I | , 11 PARKING SPACES\It'\ \ \ \1\\\99 il\ \ \ \ CART RETURN \ \ 12 \\\\4\TORM INLET I IN: 5494.810 (SE) 36 CMP \ 1 17PARKiNG L, INgflg: 5494.67' (N) 36 CMP £(fn) 1 -i 1 E 04'4 A 11«11€7 -„249/-it-ARM PANEL f ' 113.3 F.F.E: 5507.25 +F.F.E: 5507.15 -F.F.E: 5507.18 ---- SPIGOT k\ 1 -F.F.E: 5507.22 I .L 181 PAr F UJUNS (TYP.)-k .5 : 4 4 .- *1 1 1 F.F.E: 5507.15 F.F.E: 550717'j (THRESHOLD) F.F.E: 5507,12'J (THRESHOLD) 1 1 9 I ' liz10' UTIL.ITY-·-T1-Z IEASEMENT (/2) /· --m- mi 74..9 41-1 1F.F.E: 5507.14'1 7 -1 --'·A | |' 1 GRATE =A,m- ; *INV IN: 5494.66' (S) 24 OP INV OUT: 5494.35' (N) 36- CPP LE i F.F.E: 5507.04'1h = 10: STAIRS-1 ;n. 1.- 1 \ASPHALT FIRING LOT £4/. 5 PARKING SPACES 3L ,21 r ARK(NG SACE! 1 lef 1, 1 6414 52.1. n 1 ro SANITARY MANHOLE RIM ELEV: 5502.83'- (UNABLE TO ACCESS. UNDER STAIRWELL) 1*12 -J 1 11 O™ER END NOTFOUND /7 ///A ... 4ARTREn7' \ \- .'1 SANITARY MANHOLE10' PSCI EASEMENT RIM ELEV: 5501.99CIA. 2309. PG. 906 \\ 1 '. ' . INV IN: 5491.14' (W) 6- PVC-INV OUT: 5491.06' (O 8» PVC -,0 '0* | STORM INLET 1 19·417 -GRATE ELEV: 5503.44 6///a\\\\\\ ,INV OUT: 5500.89' (E) 12- PVC 6 PARKING SPACES 1,27120 -7 8 PARKING SPACES ;"----FOUND 3/4- BRASS 7-/ / L_141/ /23 8+1 · 24966·TAG. STAMPED LS 7--E- 3 ti ·a*..0-1/21\0' See EASEBT 47/ / 1 / /I'l 9 % 1 22 PARKING SPACES / 4!pALT PARKING LOT 1 i GRAPHIC SCALE SANITARY MANHOLE -=a·ln RIM ELEV: 5499.99' =A V 20 PARKING €PAGES & 3 HANDICAP SPAC S M IN: 5489.47' (W) 8» CLAY--rlT INV IN: 5489 47' (S) 8- CLAY.21 i :glilli /l l Ptl j i _.JU / / 5f\J, 1 I INV OUT: 5489.43' 0,) 8" CLAY 7 bo R.F.F.E: 5507.11'1 '21 l inch = 30 fl STNES-1 7 ge F.F.E: 5507.31 CONTOUR INTERVAL - 1 FOOT 1 ,=w/ / //ry/ / / / / / V /j ' G .....1 .EF In. _ if-/41 1.f 01 1 1 1 1 !1 li y\!j j j/ji 1%1 - 111- F+ 16123.4 .2 t. 6 ·le/1 114 1 . I. -0 '555 0 .*E:5431717 r l I L_1-4-1-5 / / / / / / /i¢ PARING PACEfs & HAdDiCAA'SPACE .7 -- I.- : STORM INLET --8 PARKING SPACES A PORTION OF LOT 1 GREASE TRAP 4-GRATE ELEV: 5505.47 APPLEWOOD VILLAGE -RIM ELEV: 5506.91 INV OUT: 5503.12' (NE) 18" CMP 8 PARKING SPACES SHOPPING CENTER FIUNG NO.2 BOT OF MH: 5500.81 -COLUMN (TYP.)+127,2 A\\\\\\\E 21-41\\\\17*\19 GREASE TRAP F 1 J- :7€ r-0 || *-ADDITIONAL 6f lv R.O.W. (P) 2 - 101 i I 4 r FOUND 3/4" BRASs - 119/ TAG, STAMPED LS| TV 24966- 4·J N- -PACE . T , \-RIM ELEV: 5506.922- 1 BOT OF MH: 5500.82' · POSTED ADDRESS: 3294, 3300. 3400, 1-STORY BLOCK. BRICK & STUCCO 6 PARKING SPACES 3540 & 3600 YOUNGFIELD STREET .\ ASPHALT PARKING LOT C 4 - 1 SANITARY MANHOLE 9 PARKING SPACES R»M ELEV: 5507.58:1 1"D)"SAB'9,W4 -Eff¥-43;131?;PLifil; ./,- 191- 8812 ARKING SPACES 1-·r 1 W NN11 3 14 I ¥ i.* 1 et -P 1 1 231 I'MI 2 I UNPLATTED 1-, | 3 '1# 1--1 6 OWNER: SHOWME M.OUNTArt·21,1- 1Je i .-4-·'bl--:4 1, rESTAS, LLC 1 1 1-h1: I I A.:d 11- 4.,0 -----It.-4.7' -2.110··1' · hr&A'- 2 j i*r ,6-/<1 19 11 «94»970914 \\\.1 STORM GRATE q y/ A 'GRATE ELEV: 5505.92'-·27,/,L 23 PARK NG SPACE & 3 HANbICAP SPA ES 1 INV IN:5498.M' (S) 24- CPP' --F INV OUT: 5497.650 (NW) 30" CPP 27 PAKING, SPACES &,3 HANDICAP SPACES 1 1 1 1 1 1 1 1 1 4 1 pARLG (PAC6 8%HANDICA# SPACES 7 ASPHALT PARKING LOT Matchllne (See Sheet 3 of 4) 1- 9 *F.F.E: 5507.26 ti-il --COLUMN (TIP.) 7 F.F.E 5507.17 8· o' U 222 F WEST* 1 3I .90 l/0 191 /////////Al/// F.F.E: 5507.17 F.F.E: 5507.18* F.F.E: 5507.13 JOB NUMABER: 17-69,815 DATE: 08-30-2017 SATELLITE TOWER -2 .DRAWN BY:.8- METAL POLE if\.E. DAVIS COMPACTOR -·: - JK /WW/JZGCHECKED BY: STAIRS -L L ' I -2 SHEET 2 OF 4 2 -.0 %11 \\1 P'.ED/VEY , U /9815··ALTA / i' . PU ALTA/NSPS LAND TITLE SURVEY A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE * NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 3 OF 4 ·i : -*it>'i' 7' 1 I ..114-1 11]Z.Z Matchline (See Sheet 2 of 4)ASPHAL' PARKING LOI | 7 320. Og- Mmt *01 fr i z .'Li««FE., .i i ///idfpr -9 4 g29.4' 1 -11 ' 4-pAY PHONE SWITCHF.F.E: 5511.48 CABINET AIIIIIIV - 28F\\I - 11 07 F.F.E: 5507.24·7 STAIRS-b:-9/v 8--*-38&L«11 \\11,Ls . ii'vERIZON CABINET 41 1 9:2 .lilli lili --TRASH IZON IF777. · b '-STORY BLOCK & STONE .ENCLOSURE _- ...ASPHALT PARKING LOT EL- STORM GRA PARKING 5PAS GRATE ELEV: 5504.E -.lilli Nk y< -T/-0-1 1 43\1 // i INV IN: 5499.85 (S) 15- a NE 11 MF.FEE: 5511.54· 1 (BK. 2309. PG. 906)F.F.E: 5506.21,.It FETa.il_ 10' PSCo EASEMENT INV OUT: 5498.77' (N) 24- CPP 16.3 LAD _ _ _ IRRIGATION MANHOLE-12*....7 lt=H*- NTom 1LE / M i.:Mij EE-2 lk:69 <0 E O U.-2094929 29.0' -92 50' UnuTY EASEMENT STORM GRATE -7,9% ,2 '21 K[1/ GO LS•00' (p) fri4.-61-edso.ocr (Cip i (BK. 1916. PG. 458)GRATE ELEV. 5506.29'-9 |'1 3@1 '8' $1·'* 35TH AVE : 1- N8927'37'E 144.00' (AM)32 PARKING SPACES -5503.33' (W) 12- RCP /- |,47 1 i| 1'13 (50 R.O") r_'8 -8 ' 1 L GPFOUND NO I N89'26'17"E 144.00' (P)REBAR \\\\\\\N 4 1 -I 'Wla:'UL.'-43521·}%-Wit t. E- E NW 1/16. SEC. 25, TJS R69W .1 1-7-T- -ilvl RIM ELEV: 5507.03 AREA DRAIN ' -/ FOUND 3-1/4- ALUMINt I · 7 PARKING SPACES U.0 5507.14'j CP-2 N86·06'03-WlfBR-£ RO'§0) 23 9-2 & BRLOLM!-M:_.2293·15-(EM')1£ ECE- -144- -E*68·-:it - ..2 0 d.38 - 6-4 Ck.- CAP IN R, NGE BC X. ILCIBLE -6-25 M : O 2IRRIGATION MANHOLE /4 y/40 -1 1 14 Ak - -ADD,nONAL 6 BOT OF /H: 5503.41' (S/NE) 24- RCP N |2H FENCE 0.6·2-4.i- .2 % 3 iipi ' '-7- R.O.W. ;9 ASPHAUT PARKING LOT LL 3 1 1\111\917 tiX t-- -F.F/5517-RI• EL-Ev: 5506.53'j 3 I--w.-J ... W ;& 32 PARKING SPACES IRRIGATION MANHOLE ASPHALT PARKING LOT \ / ·) < CO M ¢9 RIM ELEV: 5513.80 ' ST,| .. i 11 /INV IN: 5510.05' (SW) 24= ChIP - ,4 Od & INV OUT: 5509.70' (E) 24- CIP -I F.F.E: 5511.13'I: :1 ./# r..4 1 .71 ; .1 Ul O «.L-- /921 COLUMNS (TYP,)k. /20 PARKING SACES & 4 HANDI[ AP SPACES 1 6-8 PSCI EASEMENTr .4.18/S - /1 V _1 ..1_°479-Ul 11,_1-4-1-0-4 \E-60' -L/1/ A. 2745. PC. 737) 1 I I 4 14 l -11 1\ 7.1 FLE: 5511.14 b -7 -1 1, : --- 3304.-k 1-E.i-,9.t*--72£-UKA--7-1.-·--1 \ \ \.\1\C-o.-r. P»t*-1> -1.4:t'QUI. 1515.3fil,E 14 PARTS SPACES 21 \ STORRA TE 5*lunliTYZ.d-UL1-STORY BLOCK. BRICK & STUCCOLGRATE ELEV: 5509.68'Ill EASEMENT (Pl? 14INV OUT: 5503.71' (N) 24- CPP,£ 1-3 . M ..2 f 38.9 POSTED ADDRESS: 3294, 3300. 3400, F.F.E: 5515.10 - CHASE ,24Ne g 1 11.11--il //777-171 35-&36- =N.FIE- Sm[ET%:29 /1 E 2 2 Jt« %29 -™ 1 -STORY BLOCK. BRICK & STONE 1,/ lIZ G NE01 1 1 1 in i ' +F.F.E: 55,1.19· POSTED ADDRESS: 3490 *r8:2-415-/141·sal- :10 1/// /\/lili TRASH CAN . - 1 oil / 1 3510· t 8.9 0 l 0.7 AL r AL 25,2 NG AC S 5/f DOF ·.5 1 4. "01 11«A - 3-littfff W 4944.« Ath«h 4 y PAN IE E--A-E I k.k-COLUMNS (TYP-) 2 EASTi , 1.--cHISE I.H 35.9 P . I .. 1 .0421161 Arz &wiJn &.7. I. O 1.1116 CHASE 37'.: §94 im 1' 15 E. il l. '4 / 1.88 .11 -1-0 '$ / CHASE -0 -9 = - c E--1 I '9:--w_*Ar/*-Jeb 2 -.CU / T YOUNGnELD STREET 1-5' Psec EASEMENT(BK. 1877, PG. 157) , 0.79 FAE: 5514.36' A AIr f /1.8' . ./<5-4/0.>·al ' 'd 5. *2/1 F.F.E: 5515.23 F.F.E: 5515.24 1-STORY BLOCK. BRICK & STUCCO POSTED ADDRESS: 3490 YOUNGRELD STREET CHASEF OREASE TRAP/1 7.7· t.,1222831 RIM ELEV: 5515.07'- Ely 1 27.5 BOT OF MH: 5508.07 4- METAL POLEn ,-F.F.E: 555.02' \ 1 F>)3 fIG. 3 5 13 1 1 4 213 1 F ny t 8' PSCo EASEMENT -6-T 1//-·L_> -qlx.252,sr\LI(BK< 2745 PG. 737) 1 161.7 Unk•«L J.-.=-,1. \ i E rf' 1 0 di, - & 133-.'16/te:0 \X/34 1 2\ IR.O.W. (P) tat 80' DENVER WATER BOARD CONDUIT EASEMENT (BK 379. PG. 68, BK, 712, PG.hr--co:}339 & REC. NO. 93186124) .-11:-i»V 'p' 2 36.'3-4 7-===le-7.ai' MAILBOXES -/hni*- + IASPHALT PARKING LOT 9%=>/ \ 1 9 0 1 1 L \™./. A- 14' * PNQ *711.6' 1.b-,_22?vt.=.=£- 18713' 36- TRASH CAN 8/ 'Pr " r" UMNS (TYF , 1 12 PARKING SPACEd .,1 / 29 I d./WEASE IRAP ·0 t,ERiM ELEV: 5515.01' BOT OF MH: 5508.01 LCHASE 13 315 46.8 SPIGOT CKFLOW -lt--I f / / /19,(™49,5&*HALCJ *diS /,>-COLUMNS (TYP.) A PORTION OF LOT 1 F.F.E: 5511.21'- APPLEWOOD VILLAGE SHOPPING CENTER FILING NO-2 \ EU-STAIR 1 15 P*Nf: SPAES j 1 · i 772 ..... -F.F.E: 5511.23 2 STARS ·:5514.52 _ 90.8 r CHASE L L-12-/15 I latirons. Inc. 1 144 ./X a e t . Ay w .2.SAL fdIV/ P P -·3513 - - ! ELECTRICAL-1 CABINET 0\ /C-\ hm n_ almp__NG (T¥P.) /1 -- ;,2 1 0 ROAD STRIPING (TIP,) 1 -8% 14»-g- .--q*4-- It 1 ,r:ra-- «i---i-7--7-1-- / / / / / / / 0 \\\\\\\8 PARKING SPACES \ ASPHALT PARKING LOT u · - mASH CAN k i | / /- b»TULT / /GRATE .INHOLE L GAS PIPE RIM ELEV. 5514.30 1 NV IN: 5505.85' (N) 8 CLAYINV OUT: 5505.54' (S) 8- CLAY F.F.E: 5514.42' | 1-STORY BLOCK. BRICK & STUCCO 5' SEWER EASEMENT ,(BK. 1877 PG. 157) $ POSED ADDRESS: 3410. 3440. 3450& 3460 YOUNGFIELD STREET COLUMNS (TYP.)-£-U- I <' .· 5 PARKING SPACES & 2 HANDICAP SPACES - .\F.F.E: 5514.54' i-F.F.E: 5514.61' F.F.E: 5514.57' rF.F.E: 5514.58 1 5 PARKING SPACES & 2 HANDICAP SPACES - i.. , /i \ \ i gpx.492,153.1* 1 TRASH CAN · .COV.. RP¥4 .1 . - 0 .r' L.8 .:1* L S.ASI cAJ '¤ COLUMNS (Tip.)24 PARKINk S'ACES |& 2 |HAN[MCAP| SPACES 4 5 PARKNG SPACES & 2 HANDICAP SPACESNet U 25 PARKING SPACES i\ 11 1,11111111 AD' F,F.E: 5511.21'//- 2- PIPE IN WAU COLUMNS (TYP.)GREASE TRAP 1 /UMET:L M |RIM ELEV: 5509.74'-. .-1 1 WIHEEL RBOT OF MH: 5502.44' "29 4 9 SToP M 2 1 GREASE TRAP ..1-1-1 1!flBOMOFHI - £ 1.6, 2 l. - TRASH CAN GREASE TRAP /:9RIM ELEV: 5509,70'j ' BOT OF k,lit 5502.40' COMPACTOR -/ 2 1' -UTTLITIMINHOLE /-1 2. RIM ELEV: 5509.15,4/1 1>C.0 gg 3=f--PROPANE TANK 9 3RACKt\-cotulls (rip.) 5 -REDBOX WACHINE - TRASH CAN F.F.E: 5514.22 FPAY PHONE GRAPHIC SCALE IF--1-- 1 10.0· STAIRS_ 00 l/c - 16 6 z 'ONAt lK,ss-tty 6 U SANITARY MANHOLE 41 Riu ELEV: 5514.16'] \ * |1 ROAD STRIPING (TIP.)_ 6015 NVI'll 544() :I gs \ . COLUINS (TYP.)-Muls.6 1 JOB NUMBER F.F.E: 5514.0-' '-' 11" 1 -1 17-69,815 C IN FEET)METAL STAIRS DATE: 1 inch = 30 ft. STORI CITE -08-30-2017 4-·c__6;--2=@, INV OUT: 5508.16' (W) 10-PVC DRAWN BY:CONTOUR INTERVAL = 1 FOOT GRATE ELEV: 5509.60'- Matchllne (See Sheet 4 of 4) E. DAVIS CHECKED BY JK/¥N,1/ JZG r-17-7 -7-4-7 / C L 0 tS 30 9.4 C SHEET 3 OF 4 1- 1 2 ALTA/NSPS LAND TITLE SURVEY A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE U NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 11111111 SHEET 4 OF 4 INV OUT:5508.16' (W) 10- PVC ' = -. 2 , r ---=r w·r--rv-1--7-i r-- i-- F\T--f-/--7-1,001 It CLA.:=",60 ---1/ (1-J 1 :1 I 1 :RE M TAX : 20 PARKING SPACES 23 PARKING SPACES Fi 1 - ra-2- 80' DENVER WATER BOARD i ASPHALT PARKING LOT \METAL CONDUIT EASEMENT (IK.23 PARKINASPHALT PARKING LOT 17 PARKING SPACES 379, PG. 68. BK. 712. PC.339 & REC NO. 93186124) f < < < a\-COLUMNS (TYP,)r TRAFFIC SIGNAL EASEMENT (REC. NO. 89101624)F.F.E:: YA \11\11\11\11\\ 0- £-- = 44423- 44111111«11«111 sra- a - N .. . .. r 1 | 1-- ADDInONAL 6 INV OUT:5506.95' (N) 15- I GRATE ELEV: 5509 2 0.30, , 9 :-1 1 41 1 \ 1 \\\\\ \. 43< \\\\\\\\\ 17 PARKING SPACES 23 PARKING Sp SANITARY MANHOLE EAST*vij. A PORTION OF LOT 1 RIM ELEV: 5513.64'GREASE TR f' .1 >4a 0 APPLEWOOD VILLAGE INV IN: 5504.21' (NW) 8* CLAY 3-COLUMNS (TIP.)1/id 19 / L 2 41 -W ASPHALT PARKING LOT INV OUT: 5504 32' (SE) 8 CLAY RIM ELEV: 5509. 3PPING CENTER FILING NO.2 BOT OF MH: 5501. ,0 i 'An-c FACFC & 2 HANDICAP SPACES IRASH CAN GREASE TRA20 P RKIN SP RIM ELEV: 5509.9 3 -i 0 1 2 F.F. E: 5514.17 BOT OF MH: 5501. . >&0Kh··ld / 1_ 22)% -L-1 / / l &04-,5-*---. . 1 91 0i.1, SI,csprf61,TRASH CAN 10' PSCo EASEME L- I -J 16.10 '7'-s <n * 1--1-1/ / I // Pi-j i. r +1: 0 1 1.-COLUMNS (TYP.)4.F.E: 5518.33lAi -<M ELEV: 5515.20'3540 & 3600 YOUNGFIELD STREET ar. -90 U 20 PARKING SPACES &_2 HANDICAP SPACI // -tr/---(BE. 1768, PG· if 1-STORY BLOCK. BRICK & STOCCO C-' . UTiLITY 'ANHOLE 3 -4 POSTED ADDRESS: 3294. 3300. 3400. I.Lb L:EM 1 -F.F.E: 5518.28 ,C ELI y m y.STARS/ ////44 1 7 .20 PARKING ePACES & 2 HANbICAP FPACF-92 f./.E: 5518.33 -6 3 0 %E Z7: 6- N'til .t 3 2 wl\<«««1111'5' UTILITY- 3 1 .4 1.39 +- - >+ -COLUMNS (TYP.)CO 2 O N .IENT (Pl) rl' ''ll i :-81 F.F.E: 551&33' - I &1 f 7 .!i-- 41-STORY BLOCK, BRICK & SICCO >-COLUMNS (TYP,) 04 06 SANITARY MANHOLE <1 A-,f F.F.E. 5518.30%,·* 1--- 0 \\POSTED ADDRESS: 3352. 3354 & FF.F.E: 5514.16 - i - IRRIGATION MANHOLE 41«93113>«\91R= . 3356 YOUNGFIELD STREET .r-m RIM ELEV: 5514.04 1 3 W RIM ELEV: 5517.46' - ,/-V IN: 5503,22' (NW) 8 CLAY F.F.E: 5514.17', 24 INV iN: 5513.69' (NE) 2411 - - BACKFLOW r 10' PSCO EASEMENT COLUMNS (rm.)< ·i z N i / ASPHALT PARKING LOT b / 1-••' OUT: 5503.12' (SE) 8- CLAY FF.E: 551419 (THRESHOLD)3l' i ·INv OUT: 55,3.66· (S) 24-? 1 -/-PREVENTER .4 (REC. No. 86064191) .r--1 70 PA KING SPAKE /Zo EAEE)/ENT I | ,1.11 - na. jF.F.E: 514.20 /(THRESHOLD)F.F.2 5514.12' 4/ r-SMTCH \(EK. 2459, PG. 862) ,"....1# 1 G i >· ti &1--*7- -- rMIE.t!- /t / CABINET €f--1 2 4LrEL i '- f +. +8;4 163.5 /'1 \ 4-SPIGOT / f-(THRESHOLD) / -/ FF.E: 5514.20'/rF.F.E: 5514.20 (THRESHOLD)-, I -1£ F V 7Fr.r.[: 5514.18' <-rF.F.E: 5514.17 1 2 , E #4- s *324**S=*7 -7 -- ,7 9%.. \31\ 11 STORM GRATE - - - - __SANITARY MANHOLE -ECIANRIM476,...,-WATER EASEMENT _0._1__ck-=--9.----IL----: 2A 1 W.89 -rGRATE ELEV: 5516.22 - --a- - RIM ELEV: 5517.20' -/;7 (BK. 2440. PG, 840)%%91 SAMANHOLE - COLUMNS (TYP.) | | 3-F- 1 1 1 --7-- COLUMN {np.) <r .slk r -7-- \1 11 CINV IN: 5514.El' (W) 10- CPP d FINV IN: 5504.10' (SW) 24- F ;PHALT PARKING LOT .1\GREASE RIM ELEV: 5514.15* 11 4 1 22&0 FOUND,(iINV OUT: 5514.78' (S) 12- CPP, INV OUT: 5503.90' (NE) 24- i RM ELEV: 55 ,-INV IN: 5502.84' (NW) 8 METAL 18 PARKING SPACEE & *275515=ve.q_ _,2 --0-,,/-2 -=W.IJJr-*T-553 .liG SPACES & 3 HANDICAP SPACES *wIZABENCHMARK. ELEV: 55.9.20 SANITARY MANHOLE f;22'92&7/-€r-7#-*Un) L_-L,€,INV IN: 5502.79' (NW) 18- METAL 2 HANDICAP SPACIS1 RIM ELEV: 55.7.19 1 HANDICAP SPACES /INV OUT: 5502.78' (SO 18- METAL CREA .2 0 9LULS8978'52-W 13I04' (C INV IN: 5505.37' (5) B" PVC _11 '.7- ET- „\ 'SS RIM ELEV:INV IN: 5504.96' (W) 18- CLAY 11 , --3 -2. 0 3 1-11 E | ..L--0... --7-589·29'29"W 134.00' (P .-1 - - IiINV OUT: 5504.91 -_BOT OF MH iv...u, 1,•,i. ,c,ee c>neer J \Nu T SHC *ES /1 ..4 1 1 CHASE '-' cov. · 'Npic' SPACE jair\>7 1 ,pa 7 l AV ES 06» 74' NT-<.<122·irr--m-&4) \Cry..- r€ll \ w-r \3.1 tr- r. r r- A i *.1 LF I / 1-6 IL-; t --1 .....-- CHASE 19.1 -0-1T 3+ily 10' SEWER EASEMENT (INK. 1906. PG. 662) 1 -: '41 94 1 1 -I '%?/ INV IN: 5506.39' (W) 18" CL. Y INV OIT: 5506.29' (E) 18- C.AY . 3 91 . 1 01 b J 2#fi*.su- -*.HAbt 10' PSCo EASEMENT 11 N00'54'38' (REG. NO. 86064188)24.35' ( NOO 54'01\LSANITARY MANHOLERIM ELEV: 5519.66 24.34' (M / kE INv IN: 5505.97' (W) )8- CLAY [ INV OUT: 5505.87' (E) 18* CLAY k j STORM GRATE / GRATE ELEV: 5516.30'J 10' PSCo EASEMENT INV IN: 5514.74' (N) 12" CPP (REC. NO. 86062220) UNPLATTED OWNER: US RETAIL PARTNERS. LLC STORM GRATE TGRATE ELEV: 5521.46' / INV IN: 5517.86' (5) 24- REP INV OUT: 5515.58' (N) 24 RCP 1-rt-SANITARY MANHOLE [RIM ELEV: 5516.90L-I- INV IN: 5504.03' (W) % CLAY ,T INv oUT: 5503,78' (E) 18- CLA 20' SEWER EASEMENT (REC. NO. 85096474)16' SEWER EASEMENT -- (EK. 1297. PG, 351) 'U--SS·-SS-SS-: lili IN m - - - -- - -INV [N: INV OUT:, DENVER WATER LICENSE AREA(REC. NO. 2012128282) 1 1 1 (E) 18- CLAY || 4- . -- -428-IJA -UNJUr ULHKE- Nub-ili - \ RIM ELEV: 5517.47 WATER EASEMENT INV IN: 5511.62' (S) C PVC C. NO. 90016475)INV IN: 5504.40' (W) 18- CLAYtR iII OUT: 5504.34' (NE) 24- PVC INV OUT: 5504.35' (E) 18- CLAY RE LINE AGREEMENT AREA (REC. NO. 90032752) 30 (RE FENCE' 0.6' 2 c = A-EAST* it E . a]211$.0 0SANITARY MANHOU RIM ELEV: 5512.70 5500.24' (N) 8- CLAY 5499.76' (W) 18 METAL- - 5498,96' (O 18- CLAY --* I (/1 W 19 I 15' SEWER EASEMENT 9 2 -81. (Pl & El. 1297. PG. 355) 22 0:85 0 » %«m La E 62 i I - 1,9 FOUND 1-1/2- :>O-1 ALUMINUM CAP.3 .1, ILLEGIBLE k' 28 El SS-ouI 'Suo.1 R 1 3 -FO(m)-f«m)- m)-f«m)-F Merof? 23·91(92 -1,- A PORTION OF LOT i APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 OWNER: US RETAIL PARTNERS. LLC 11 SANITARY MANHOLE - - - RIM ELEV: 5514.24'- [NV IN: 5502.65' (NW) 18' METAL INV IN: 5502.55' (W) 15- METAL INV OUT: 5502.38' (E) 18- METAL- on d 1 If Ill 2 -JOB NUMBER:GRAPHIC SCALE 17-69,815 DATE: 08-30-2017 DRAWN BY:C iN FEET) 1 inch = 30 ft.E. DAVIS CHECKED BY:CONTOUR INTERVAL - 1 FOOT a</WW/,25 0 30 6C 1...... SHEET 4 OF 4 'Atirlt 1/ ' -2,m 225'JM .W(mb,;-*rl A'kitxl7--COLUMNS (TYp.) SE TRAP.£23,5513.94*- 5507.34 l APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF jEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN - - - ---- --= --- ------ SITE DATA TABLE EXISTINGZONING PLANNED COMMERCIAL DEVELOPMENT (PCD)EXISTING RESI[NTLAL PARCELSL_ZON* R.lA W/ CONTEMPORARY OVERLAY- - mi -- - 1 -SOO' 62' 63.544-PROPOSED LAND USE COMMERCIAL_ SHOPPING CENTER --- 658.58' 1 e X \--: .16-66* ® 4 TOTAL AREA125· A ·1h14®-U 4.1 )33 nt...-vi36993»»fa-=7.Wb<.0444£5#J„A».„ I RE·DEVELOPMENT AREA "A"9.97 ACRES RE-DEVELOPMENT AREA B-0.94 ACRES TOTAL RE-DEVELOPMENT AREA 10.91 ACRES 1 1 EXISLING EXISTING i 4 EXISTING VACANT WALMART PETSMART KING SOOPERS 2 5 4 RE-DEVELOPMENT AREA "A"NOT A PART NOT A PART 1&0 PROPOSED MULTI-TENANT COMMERCIAL RETAIL REQUIRED/ALLOWED PROPOSED (TENANTS TO BE DETERMINED)it ali ' 1 DEVELOPMENT AREA SIZE - 9.97 ACRESi (434.367 S.F.)A PORTION OF LOT 1PROPOSED GROSS GROUND FLOOR AREA = 126.534 TOTAL -44 8 EX. FF EL. = 5507.20 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION 18 I BUILDING COVERAGE 35% MAX 1 26.6% FILING NO. 2 (152,028 S.F. MAX)(126.534 S.F.) 22.94 ACRES 9 RE 1 OPEN SPACE/LANDSCAPING44»LANDSCAPING 10%MIN 1 10.5% , (43.437 MN)- 45.76135SS.FF Sterling Design Associates, llcPEDESTRIAN AMENITY - ZONE ' CiVIL ENGINEERS - LANDSCAPE ARCHITECTS I 14.1% PROPOSED PEDEIRIAY,1 AMENITY ZONE7 Im 1 ./. 1 i TOTAL OPEN SPACE - 97 '7©k 7 | (61,292 S.F)1009 W. Litditon Blvd. #300 littleton,CO 80120 303.794.4727 ph --- 361 Ii,·-, fia 7. 50%1 4 3 PARKING •,ww.Ste,·blDeii/IAnociates.com RELbcATE ,(507 STALLS)I (4.61 / 1000 S.F.) VEHICLE SPACES 4.00/1.000 SF 583 STALLS EX. ACCESS L 1 HC ACCESSIBLE 2% OF TOTAL 1 14 STALLS PREPARED UNDER THE DIRECT SUPERVISION OF(FULL 4 ' 1 MOVEMENT)999 1 -(l,ASTALLS)JOSEPH G. SCHIEL P E BICYCLE < 3 1 16 SPACES COLORADO REGISTIURT1ON 48332 37 ma - ---- - - Ng-1- Af ART /.4 , , FOR &011 BEHALF OF STERLING DESIGN ASSOCIATES. LLC - 0 - 0- RE-DEVELOPMENT AREA "B"PEEL[IMI[IN]ARY RE DEVELOPMEVT AREA0 9.97 ACRES REQUIRED/ALLOWED PROPOSED NOT FOR CONSTRUCTION - i (41.152 S.F.) DEVELOPMENT AREA SIZE - 0.94 ACRES % 14 1 ffid E//E E,7/ E A-r•S f>i CK :1 /7 - - - m _ 1 5 RkOCA EX.'ACCE (R]tRO 9 RE- DEVELOPMENT AREA "B' - 0.94 ACRES4 li _ (FUTURE DEVELOPMENT) 7 = -02 4241 68 - -68 a BUILDING COVERAGE 35%MAX 1 (FUTUREDEVELOPMENT) OPEN SPACE/LANDSCAPING LANDSCAPING 10% MIN (FUTURE i DEVELOPMENT) PEDESTRIAN AMENITY N/A :NA ZONE TOTAL OPEN SPACE - 1 (FUTURE i DEVELOPMENT) PARKING VEHICLE SPACES 4,00/1,000 SF 1 (FUTURE| DEVELOPMENT) HC ACCESSIBLE 1 STALL / 25 PROVIDED i (FUTURE DEVELOPMENT) BICYCLE - I (FUTURE1 DEVELOPMENT) NOTE: REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT OUTUNE DEVELOPMENT PLAN DATED 2/17/2015. . ...2 17 i CS:1£- 62 9 1 4 EXiSTING 3 ;SHOPS j , 1 - J NOTA PART; C) 144 51>. 6 111---- 11!. 1-1,-1.. 1 3 12 ht:-EXISTING »m.79 ·424* U k SHOPS EG -3 * f© i NOTAPART · ·( -.1 f» I - I ··3 200.05 ..·5,24.3467'NOO• 5-21 38.49*W 1 2 r·NOO° 53' 20113·W W j \EXISHNG J 4 * T EXISTING BUILDING BANK ·1 · t, * t Q[)OBA/NOTAPARTZY; 2 1\41 \ MAL FIRM -1 0---f NOTAPm .. 362._ ....fiA PART- 0 1 j . 09/Mll 1 -0 .a..4 4 -tr- 74 .ErnA.the A.ses\44 f 212, A 11 STERLING DESIGN ASSOCITES, UC ISSUESSREWSIONS NO i DATE *20;,2017 ./.JGS DESCRIPTION 1ST SUBMIT/Al NO 2 DATE S¥ DE.C.PTION. NO 3 DATE · DESCRPTION . NO ..ATE 8v OESCR'prION: . /O 6 DATE . ... OESCRIPTION · 8I DESCRITION lATE SCALE 12/01/2017 1- = 20' PROJECTMANAGER·PROJECT NO JGS DRAWNB¥DRAW* F.LE JGS EXISTING -ta'·. L ...-4 ..™ -- -,--- =5 - r . Z -/ SIGNALIZED EXISTING . ....INTERSECTION --- ----- -DRIVE (RWRO) .77.- .. _ . __YOUNGFIELD STREET i j...12 NORTH L--.-C="4ITTI-14-J-.p-:WN"5320.137V .*ezLE--*' ' _'ilir----1UUU---*---L--- -- - EXISi ING EXIS I ING - - DRIVE---DRIVE --------·----- --- -·-·- ··--- -------- --·--·-EXISTtNG --EX!STING_ __ZZL..__._izzy SIGNALIZED DRIVE INTERSECTION - ----(R!/RO)(FULL MOVEMENT) 3.70 INTERSTATE HIGHWAY PROJECT APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. BASIS OF BEARINGS GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53·20-W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILiNG NO. 2, BETWEEN A FOUND F BRASS TAG, STAMPED U24966- AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2- ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENT™t ZONE. NORTH AMERICAN DATUM 1983 (NAD83) ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. LEGEND - - - - PROPERTY LINE ----------• PROJECT LIMITS / DEVELOPMENT AREA BOUNDARY PROPOSED EXISTING TO REMAIN PARKING COUNT SCHEDULE NOTES PROJECT LIMITS /DEVELOPMENT AREA BOUNDARY 0 30 60 120 SCALE: 1·=60' REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET Trn-E OVERALL SITE PLAN SHEET NUMBER 6 OF 20 t APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 1 302145 58.21·E _ §§6.28' 1- = 13"='*==07- 37 -377- t.===-:tu*u===Uns ap=*=13,=m=-.n=3=ka,-2=zz- 7 - 1 4--1 I.i ty' --.:/*- EXISTING ,10' UTILITY EASEMENT 09;r 11 1 LN86° 06· 03.44?WU- ACCESS TOREMAIN €0 66· 1 .1 THIS SHEE C Art. NORTH FEED- 1 SOO° 521354*E 688.58 -5' UTILITY EASEMENT O0 A 31 P A PORTION OF LOT 1 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES x KEY MAP SEKEE-TENCH=2667F- e 4 5 EXISTING C· PETSMART LANDSCAPE (LS) 0 1%.NOT APART k 9> Sterling Design Associates, llc 1 CIVIL ENG;NEERS - LANDSCAPE ARCHITECT5 5.0 EXISTING VACANT WALMART 2009 W Lit'.on Blvd. #300 liale[on, CO 80120 303.794.4727 ph PROPOSED MULTI-TEN*IT COMMERCIAL • nvm.SterlingO¢+Al sociates.com RETAIL 50.0* UTILITY EASEMENT(TENANTS TO BE DETERMINED), BK. 1916. PG 458 4 PREPARED UNDER ™E DIRECT SUPERVISION OFEX. FF EL. = 5507.20 1 JOSEPH G. SCHIEL P.E COLORADO REGISTRATION 48332 i FOR ION BEHALF OF STERLING DESIGN ASSOCIATES. LLC X\I i I JI @1- 4 1% 1* RELOCATE\ EX. ACCESS\1-r(FULL MOVEMENT) 11'l ,15 J *< LANDSCAPE (LS) MATCH LINE - SEE SHEET 8 SITE PLAN NOTES 0 EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. @ EXISTING TRUCK LOADING DOCK. EXISTING FIRE HYDR*IT TO REMAIN EXISTING SITE LIGHT BASE AND POLE TO REMAIN. EXISTING LIGHT FIXTURE TO BE RETROFITTED WITH NEW FIXTURE. SEE PHOTOMETRIC PLAN. PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. PROPOSED CONCRETE SIDEWALK (PRIVATE). WIDTH SHOWN HEREON. SEE SITE DETAILS PROPOSED 9.0· X 18.0' PARKING STALL WITH 4· YELLOW TRAFFIC STRIPING. EXISTING PARKING TO REMAIN. PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. PROPOSED ADA-ACCESSIBLE PARKING AREA AND ADA·ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY SEE SITE DETAILS. PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND "STOP· PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. W' 9 9 r ISSUES RREV:SONS NO DATE .01,2017 8¥. JGS 1-L=, =rl OESCRmTION ........t r--\ /NO. 2 DATE·8¥ Sh Nk>T-= LS 6.meeeed 140 SITE PLAN NOTES (CONTINUED) PROPOSED 6" CURB WITH 12" GUTTER. SEE SITE DETAILS. EXISTING CURB AND GUTTER TO REMAIN. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE UTILITY PLAN AND DETAILS. PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.0 FEET O.C. PROPOSED 6.0.FOOT WIDE DETACHED SIDEWAL-K WITH 6.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN PROPOSED 4· WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED 4" WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. EXISTING CITY OF WHEAT RIDGE- SIGN TO REMAIN PROPOSED ADA-ACCESSIBLE EGRESS RAMP. SEE ARCHITECTURAL PLANS. EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEE LANDSCAPE PLANS AND DETAILS. LS F - 1 LS 4 0.0 TYP.8 TYP 0 /19 14 023(R;PTIO' NO. 3 0 DESCRIF'TIOh No 0 DESCRIPTION NO LS IS m.N DESCRIPTION · DATE· .BY DESCRiPTION . SCALE 410'>PROJ JGS SITE PLAN NOTES (CONTINUED) PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RiDGE STANDARDS. SEE SITE DETAILS. PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS. ® EXISTING SIDEWALK TO REMAIN. EXISTING SITE LIGHT TO BE REMOVED. PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS) BASIS_QEBEARINGS GPS DERIVED BEARINGS BASED ON A BEARING OF NOO°53'20-W ALONG THE WEST LINE OF LOT 1. APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2. BETWEEN A FOUNDr BRASS TAG, STAMPED -LS24966- AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2· ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. MATCH LINE'- SEE SHEET 8 NORTH 0 15 30 60 SCALE: 1=30 LEGEND - - - - PROPERTY LINE EXIST. EASEMENT LINE - PROPOSED EXISTING TO REMAIN EXIST. SIGN LS LANDSCAPE AREA I PROP. RETAINING WALL U EXISTING FIRE HYDRANT PEEL[IMID[NIARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ATE . •TE 12/01/2017 1 "=20 ECT MANAGER PROJECT NO. ORA*N.DGAWING FILE JGS PRO.!EC!. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. CLINT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TItle SITE PLAN (EAST) S,IEET NUMBER 7 OF 20 240 240' APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF jEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN A r MATCH [ WF - SFF RHFFT 7 MATCH LINE - SEE SHEET 7 JULIUIwIZE --i:--- 2--3--46-Fls ZEZI....-I.*.'C - BK. 2309. fG 906 50.0' UTILITY EASEMENT_1BK. 1916, PG 458 1 "14186 , 1*32· 04.25*E ' 6 0 -0 18.0 24.0·18,0 18.0 24.0'18.0 18.0 240 180· 18.0 lS 4 1.1 Ilsll4 1-2« c 1 A PORTION OF LOT - CENTER SU-APPLEWOOD VILLAGE SHOPPING r- FILING NO. 2 --111 lk*-71=94•rm 22.94 5-·2! qu--11 027*4*% - · VOUNGFIEED-STREET- - KEYMAP SCALE: 1 INCH = 200 FT L<D 1.17 31 t 2 . Sterling Design Associates, llcff14 13 C-2-25,0 14h LANDSCAPE (LS) - _ - ...2 · RELOCATEEX ACCESS (RURO) 21 LS 10 dOtS 13 CIVIL ENG NEERS. LANDSCAPE ARCHITECTS 2009 W. Uideion Bld. #300 Unleton, CO 80120 303.7944727 ph www.SterlingDesign,Associates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E COLORADO REGIS NUTION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PREEUMBWEAV--1 \1 :.-44 r A PORTION OF LOT 1APPLEWOOD VILLAGE SHOPPHNG CENTER SUBDIVISION \> AUNG NO. 2 22.94 ACRES 'ELO° 53· 20.137- -2029 1 1--- - € »-1 + 8' PSCo EASEMENT -7 -= - . NOT FOR CONSTRUCTIONBK. 2745, PG 737 1 '\ STERLING DESIGN ASSOCIATES. LLC m FUTURE DEVELOPMENTU« l . r0-4 -' EXISTING BUILDING QDOBA/ MAT. FIRM NOT APART 9 DESS.FmON -: 1 L5 0 5 I *TE . av , 1.:. !lit CESC*0Pyro I DATE . .¥ 1,k " ,11129 Des,CllPTION ·' 1 W.A· 4 · r-1.J - tr'r!OESCRIP* *64 0 h.NO. G DATE· . SY |f; EWER*--<' BK 1877. PG 157 11 e 6.0 14 2.0' e · 'sco EASEME OATE.SCALE 10.0' SEWER EASEMENT BK 2745. P.G 12/01/2017 1" = 20 BK. 1832. PG 558 0=: 4.-- -\ 18 PROJECTIANAGER PROJECTNO#0% · 79 -.ilill ..- - .Ill I.- - - \ ·-- f. --- -* 135.Bye - -u...k... 1- --- . ·467.8§ JGS L# 0 1•,n 1 •,A,0% ¢ 4 21= _n.' 9 4 DRAWNB¥CRAW.G FIE -_- JGS - EXISTING CAN, 1 -U -EXISTING DRIVE DRIVEEXISTINGDRIVE SIGNALIZED RO)YOUNGFIELD STREET (RVRO){RlfRO) -I PROJECT.INTERSECTION ' APPLEWOOD NORTH SITE REDEVELOPMENT ;ITE PLAN NOTES SITE PLAN NOTES (CONTINUED) _511 E PLAN NOTES (CONTINUED) EXISTING VACANT WALMART. SEE ARCHITECTURAL. PLANS FOR ARCHITECTURAL PROPOSED 6· CURB WITH 12 GUTTER. SEE SITE DETAILS. PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. EXISTING CURB AND GUTTER TO REMAIN. EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN.Helping retailers EXISTING TRUCK LOADING DOCK, © LH 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO IMPROVEMENTS. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE NORTH 0 15 3{ thrive at EXISTING FIRE HYDRANT TO REMAIN UTILITY PLAN AND DETAILS.STANDARDS. SEE SITE DETAILS.Regency SCALE: 1"=30 Center-s. EXISTING SITE LIGHT BASE AND POLE TO REMAIN. EXISTING LIGHT FIXTURE TO BE PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS.RETROFITTED WITH NEW FIXTURE. SEE PHOTOMETRIC PLAN.CLIENT 2 <311 1 60 > PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. > PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. ) PROPOSED CONCRETE SIDEWALK (PRIVATE). WIDTH SHOWN HEREON. SEE SITE DETAILS. > PROPOSED 9.0 X 18,0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING. I EXISTING PARKING TO REMAIN. ) PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. i PROPOSED ADA-ACCESSIBLE PARKING AREA AND ADA-ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. ) PROPOSED ADA.ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY. SEE SITE DETAILS. i PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND 'STOP PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS, PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED 1 5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGSSPACED 4.0 FEET O.C. PROPOSED 6.0-FOOT WIDE DETACHED SIDEWALK WITH 6.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED 4- WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. EXISTING TITY OF WHEAT RIDGE- SIGN TO REMAIN PROPOSED ADA-ACCESSIBLE EGRESS RAMP. SEE ARCHITECTURALPLANS. EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEELANDSCAPE PLANS AND DETAILS. EXISTING SIDEWALK TO REMAIN. EXISTING SITE LIGHT TO BE REMOVED. PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). BASIS OF BEARINGS GPS DERIVED BEARINGS BASED ON A BEARING OF Noo°53'20·W ALONG THE WEST LINE OF LOT 1. APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND F BRASS TAG, STAMPED ·LS24966· AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1.1/2· ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE. NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. LEGEND - - - - PROPERTY LINE -- EXIST. EASEMENT LINE - PROPOSED EXISTING TO REMAIN EXtST. SIGN LS LANDSCAPE AREA -=--=---=------= PROP RETAINING WALL J EXISTING FIRE HYDRANT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE SITE PLAN (WEST) SHEET NUMBER 8 OF 20 A A - -1 CA 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN VAN 1'-6" 41/2-1'-10IT1'-1/2- 5• 1'/FOOT r 6· 1-1/2- R 11/ER [STOPA11%,--7 L sTSPES=- Rid 1-3/4*1.3/4 STEELPOST PRIMEAND PAINT BLACK WITH '114'- · . ' POLYURETHANE k : | ACRYLIC EXTEND POST M[N. 3 FEET BELOW GRADE CONCRETE FOOTING PER STRUCTURAL ENG. STOP SIGN fE-1 T -'222 -L L UNIVERSALHANDICAPPED SIGN 2:&2muz;:DAT - PARKING SPACE THIS SIGN AT&&1,7PACES 1·3/4xl·3/4 STEEL / POST PRIME AND , . PAINT BLACK WITH3:-/11.1 POLYURETHANE ACRYLIC EXTEND ·u POST MIN. 3 FEET____-L_-, BELOW GRADE \ CONCRETE FOOTING LPER STRUCTURAL ENG. HANDICAP SIGN HOOP RACK - Specifications and Space Use Product Name Dero Hoop Rack i As manufactured by Dero Bike Racks Bikes Parked per Unit: 2 1 AG. it /3Mate'lats: 13" schedde 40 pipe (1.9 00)35„ Finishes 1 1An after fabrication hot dipped gzlvanized finish is 1 mndard. 250 TGIC powder coat colors and i sminless 1 1steel option are atio avallable. i ! Our powder coat 6,nish assures a high tmel of adhestoe and durabilit by following ,hese $™ps: \ 1.Sandblas, 2. Iron phosphate pretreatment 3.Epoxy primer electfostaucally apphed 4. Firal thick TGIC polyester po.vder coat NOTES: 41 9" CATCHCURB SPILL CUR 0.5 SEE PLAN 0.5 TRANSVERSE SLOPE - - / SHALL MATCH THAT OF- < I i ADJACENT PAVEMENT ___ REFER_TOPLAN - COMPACT -7 No. 4 BARS AT 18- O.C.E.W.-1 SUB-GRADE IN ACCORDANCE WITH PAVING NOTE (TYP):INTEGRAL CURB SEE SITE PLAN 24" Sterling Design Associates, llc CiVIL ENGINEERS - LANDSCAPE ARCHITEO'S B 2009 w. Udeton Blvd. #300 Uttle,on, CO 80120 303.794.4727 ph ,-,w.SIertingDesi#$$0ciates.corn PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PEEL[IMIBWARY NOT FOR CONSTRUCTION PROVIDE RAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPAR™ENT OF TRANSPORTATION. 2, FEDERAL- HIGHWAY ADMINISTRATION·S MANUAL UNIFORM TRAFFIC CONTROL DEVICES-, 3. LOCAL CODES. AND AS SPECIFIED. INSTALL RACK PARALLEL TO WALKWAY AS SHOWN - SPACED 30-FROM EDGE. INSTALL WITH IG (IN.GROUND) MOUNT PER MANUFACTURER·S RECOMMENDATIONS. BLACK COLOR. POWDERCOAT CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE: SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT STERLING DESIGN ASSOCIATES. LIC ON-SITE TRAFFIC SIGNAGE DETAIL NOT TO SCALE BIKE RACK DETAIL NOT TO SCALE CURB & GUTTER (PRIVATE) NOT TO SCALE ISSUES&REV:SONS DATE :201•2017 BY. JGS OESCR,PnON 1ST SUBMfTTAi NO. 2 DATE.B¥ DESCRIPYION NO 3 DATE . .¥ No I DATE . No. S DATE . ... NO· 6 DATE·.BY OATE.SCALE 12/01/2017 1-=20 6 RADIU 1-WHITE REFLECTIVE PAINT 4· STRIPING PAINTED WHITE PROJECT MANAGER PROJECTNO JGS 5 2·-0· 1 E 11.0. EZ 1 <C 4-TYP 1'-0- (6- A- TRASH)011 1 BLUE BACKGROUND 7£+ r-6· YELLOW TRAFFIC STRIPE --, r 4- DIA. CONCRETE FILLED STEEL TUBING / (6- DIA AT TRASH ENCLOSURE)-/ PAINTED TO MATCH BUILDING TRIM r- FINISHED GRADE 4-0 2'-0- .-- SEE PAVNG 4.--1 r l.NOTE ASPHALT PAVEMENT f--2. i -WW 6*6*44 OR #4 @ 18- / O.C.E.W. REINFORCING / (LAP ALL JOINTS 6 MIN) / COMPACT SUB-GRADE IN 2 ACCORDANCE WITH PAVING NOTE rrYP): SEE SITE PLAN 8 7, .0.P ' 25 2'-0 ZE 1 F L-·r.-,-Arr IRAINBY.DRAW< FIE. JGS ASPHALT PAVEMENT III[[PnOJECT. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. 4 ...1 1 N 1 1 A f 4---L -r1 \-GoF PARKING SPACE CONCRETE SHALL BE IN ACCORDANCE WITH PAVING NOTE: SEE SITE PLAN r CONCRETE FOOTING ./ PER STRUCTURAL ENG.L PER PLAN--| CLIENT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 HANDICAP SYMBOL DETAIL BOLLARD DETAIL STRIPING REQUIREMENTS 4' CONCRETE VALLEY PAN DETAIL (PRIVATE)SHEETTITLE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SITE DETAILS SHEETNUMBER 9 OF 20 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN Tr A- 51» 16 4 ,-6.1 / -1 8' 0· ADA SIGNAGE ON STEEL POST. - L (TYP.)%««111 - 1SEE DETAIL, SHEET 9 --1--11,5- 4111.11/3.THRU ARROW TURN ARROW 11.9 9.0· ACCESSIBLE SPACE g »» gl 9.0· ACCESSIBLE SPACE -&--_]fmplf VCENTER ON DRIVE CENTER ON LANE 9.0' ACCESSIBLE SPACE 1»1 7/1/4 10-61 9.0· ACCESSIBLE SPACE Sterling Design Associates, llc 9.0 ACCESS AISLE 19 4-V\FFI»ELLOW STRINING 1< 2'-0»J CENER 9.0' ACCESS AISLE WHITE CROSSWALK BAR- -LENGTH VARIES- 8'.0- CIVIL ENGINEERS -LANDSCAPE ARCHITECTS 2009 W. Litderon 814 #300 Lialeton. CO 80120 303.794.4727 ph www.Sterling[)esignA$saciates.corn 90' ACCESSIBLE SPACE 9.0' ACCESSIBLE SPACE WHITE STOP BAR TO DRIVE CENTERLINE 1 r -6'-3-- 10 PREPARED UNDER REDIRECT SUPERVISION OF JOSEPHG. SCHIELP.E COLORADO REGSTRATION 48332 FOR I ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC ADA PARKING SYMBOL /-DotSEE DETAIL. SHEET 9-/PIE[ELE}DWARY(TYP.)- 8'-Or \ Ij NOT FOR CONSTRUCTIONle- 03 TYPICAL ADA PARKING DETAIL NOT TO SCALE LANE STRIPING DETAILS NOT TO SCALE STERLING DESIGN ASSOCITES. LLC iSSUE56REVJSIONS NO i DATE 12€1.2017 BY. JGS DESC/1TION lit S....TAL NO. 2 DATE BY No .ATE ·B¥ SY 6• 121 NVld 33S r.DESCR-nON - NO 5 DATE B¥SEE PLAN i CONCRETE DESCRIPTION -- --- - - -1 11/ NO 6 DATE BY FLARED CONSTRUCTION DESCIUPTION (SEE PLANS) \ 1/2·WIDE x 1/2· DEEP GROOVES ,/-SHALL BE SPACED AT 12 INCHES.DA..SCALE CURBED 12/01/2017 1" = 20' CONSTRUCTION \ PROJECTIANAGER'PROJECT NO2·R 7 ** JGS MDIM DRAWND¥ORAWNGFILE AS NOTED ON PLANS . JGS 6 1_ 1 ·SEE PLANS FOR CURBED OR FLARED CONSTRUCTION CROSS SLOPE 1/4' PER FOOT PROJECT APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO 1*2- PREFORMED. FULL1/8 * - DEPTH. JOINT MATERIAL Helping 'retailersp ASPHALT PAVEMENT CONCRETE SIDEWALK n RegencyFRAMP thrive at Centers. L- 4 THICK SECTION A-A NOT TO SCALE 1 _t f n \' 1/8' R NOTES: EXPANSION JOINT NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 5 FEET. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 4. LOCAL- STANDARDS AND SPECIFICATIONS. 2 CONCRETE FOR StDEWALK RAMPS SHALL BE CDOT 5. CLASS W. 3. RAMP AND WINGS SHALL BE POURED 6, MONOLITHICALLY. MINIMUM WIDTHDF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 12·.1. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. NORMAL GUTTER,FLOW LINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. A 1/2 EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES. PCR'S AND EVERY 50 FEET. CONTRACTION OR WEAKENED PLANE 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 JOINT CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHEE. nTLE SITE DETAILS S.E.T NUMBER· CURB RAMP DETAIL (PRIVATE) ©ON-SITE SIDEWALK DETAIL (PRIVATE)0 10 OF 20 NOT TO SCALE NOT TO SCALE A APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN - -55004 i i i i i i i i i GRADING LEGEND Ill 1 1 1 1 1 1_ QI R.O.W. / PROPERTY LINE , 5/««1.-:-P#44-466¥Naj,„, ..«4 .'*„*tz«¥94- #.--' ..I ---_*'Z-F --:77751--Lr=.,+LAI-I--'---:0----ry- --I . 9,06 ,<1 PT"-429 ' -0 1 6/09 --·-- .1 . /' -:-. 4- - '. ./, 2,-, I l:W==sll trA . 1- .FF-.77:...n N..n .44g.-4:J .·3.. ..r 17- 5* -* \ CONTECH CDS4040-8 STORMWATER -XETWG STORM SEWER TO REMAIN £LTREATMENT DEVICE SEE UTILITY DETAILS «-f..13 -Zi i I I :1 1 ADJOINING PROPERTY EASEMENT LINE EXISTING TO REMAIN PROP. CURB AND GUTTER PROPOSED STORM SEWER EXISTING STORM SEWER E EXISTING VACANT WALMART PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EXISTING EXISTINGPETSMARTKING SOOPERS NOT A PART NOT A PART A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES EX, FF EL. = 5507.20 i,ir» ri - - - 35' MAX HEIGHT RETAINING WALL E-1 mi Lal-1e.k 1 1 1 \ ac -,L 4 O Ca O r r--- 5506-2 /1 -- - 4 PROPOSED STORM INLET EXIST. CONTOUR 7512 PROP. CONTOUR 0.58%PROP. SLOPE r.-BENCHMARK A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK 5*6 /3 34 6% 1- C. 169- 1111 . ibidj F 6-*Zrrt=t'zzl-3t>C=»'1-,zif?11.,-39926 · AT THE SOUTHWEST CORNER OF LOT 1. APPLEWOOD VILLAGE SHOPPINGCENTER FILING NO. 2, BEING A FOUND 1-1 /2 ALUMINUM CAP. ILLEGIBLE WIT1ElHAN ELEVATION OF 5519.20 FEET, A CHECK SHOT, 0.1' i. WAS TAKEN ON. 9,197 93'223 &01€7 CITY/COUNTY OF WHEAT RIDGE POINT PHAC-2, BEING A CITY OF WHEAT p - ..2 RIDGE ALUMINUM DISK, STAMPED ·CITY OF WHEAT RIDGE. SURVEY MONUMENT, DO NOT DISTURB. PHAC-2- LOCATED 0.3 MILES FROM SITE, WHIT A PUBLISHED ELEVATION OF 5451.56 FEET (NAVE)88). NO DIFFERENTIAL- LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. / _81/ EXISTING STORM _. ¢0)Sterling Design Associates, llc OVAL ENGINEERS. LANDSCAPE ARCHITECTS 2009 W. Littleton Bld. *300 Uileton. CO 80120 303.794.4727 ph w,nv.kerfi/As,ocites.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC 9%4==2 -2262- 111' I "//5-1 PIRELD[MID[NIARY .: 0-b/WEN Illt/Air t \---4.- NOT A 'ART --i, NOT FOR CONSTRUCTIONfE=hil lili -I '--9 9 K 5504===1 4 4, \ 424 5 QAJA •419 i,=00*3 E E . 42 =--J ·' NOT APART 1 r f EXISTING C SHOPS '. j !'//,1 .7-4.0.'Foo-- - ,- -- VALLEY 'AN ·'»--*4.- li 0-=11........ ----- 1 477.1 I /1/I .3.5* '<2.1 . 63/2 01'!7'..9.1 STERLING DESIGN ASSOCIATES, LLC CONIECH CDS5653-10- ' STORMWATER TREATMENT DEV CE - SEE UTILITY DETAILS 7 %\ 95 -9- p- I- r . m - t - EIE Z . - 7 L- 1- - 6//53#*1£7:_00 18 :la 2 EXISTING "- -SHOPS L 4-6-+ ISSUESSREVISIONS Nol DATE ./1,20"BY. JGS DESCRIPTION iST SUaMITiAL /0 2 DATE DE3CRPT.N t-:FUTURE DEVELOPMENT S :-r NO '.ATE B.IF m i Ill DESCRIP'TION' ...A NO ' DATE:. 8V - EXISTING v 37& ) -CESCRIPYIO' - - 1 : SHOPS jd :1 EL-MO 5 DATE · I¥ k NOT APART 1 -3 le DE®RIPTION . NO G DATE·.8¥ DESCRIPT[ON 7= f77- f----1-· -V:443EXISTING BUILDING .\ : QDOBA / 2 | · i · 'fy, MAT. FIRM 1 ]1·.NOTAPART 4-11\' i , - EXISTING :BANK .e'O i NOTAPART. 66 i i -2-z , 4- 3 L : 4 4 ·1 DATE.SCALE 12/01/2017 1"=20' PROJECT MANAGER PROJECTNO JGS DRAWNBY DRAW™G FILE JGS 0/ i f«+14 EXISTING SKGNAL«ED INTERSECTION 9 43 I L_ LU..e- 11 EXISTING2 SIGNALIZE INTERSECTIC YOUNGFIELD STREET 1, 120 PROJECT. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. CLIENT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SCALE: 1 = 60 SHEET Un-E OVERALL GRADING PLAN SHEETIUMBER 11 OF 20 0000 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN *U 18- STS 17 4 -76 vr lPL liu_-- - 1 -1--- Rii>-- .4<Ii>- --)93·1 4 EXISIING SANITARY SE*ER SAAN|LOLE TO REMAIN - ISTING WATE;2 METER TO REN UTILITY PLAN NOTES (D EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. \ CONTECH CDS4040-8 '-STORMWATER TREATMENT DEVICE SEE UTILITY DETAILSi T<Ii> LIC 9.1-+ EXISTING 6· SANITARY SEWER SERVICE TO REMAIN EXISTING VACANT WALMART .,-4*r,-_ *C- F-1 2 t EXISTING 2· WATER-1SERVICE TO REMAIN EXISnNG FIRE LINE_j TO REMAIN 5· UTILITY.98*.37'-. 54 ..=, 1.--....994,*2.-4v... „.44...WRI»4:*94» ··· EXISTING PETSMART NOT A PART 49,0, .22'-:. .-23'ES.ml=;=geNr..=:C'*-%769.-T:144=.r·M•10' PSCO EASEMENT BK, 1768. PG 164 EXISTING KING SOOPERS NOT A PART 0 f EXISTING TRUCK LOADING DOCK. EXISTING FIRE HYDRANT TO REMAIN EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN. EXISTING CONCRETE CROSSPAN TO REMAIN. PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. EXISTING OVERHEAD ELECTRIC LINES TO BE UNDERGROUNDED BY XCEL ENERGY. PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EX. FF EL. = 5507.20 PROPOSED 6 SANITARY 6· X 8- SERVICE WYE INTO EXISTING SEWER SERVICES AS --8 SANITARY SEWER MAIN REQUIRED BY TENANTS INV=5587.65 +A (EXACT LOCATION TO BE DETERMINED) ·· 'U -L7 M i. tim A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES fr - NOT A PART - ' r-, A EXISTING FIBER OPTIC LINE TO REMAIN.t PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE UTILITY DETAILS, PROPOSED 4.0· VALLEY PAN. SEE SITE DETAILS. ® PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). --I t- - _*_ *Ir*2&-m; EXISTING STORM SEWER TO REMAIN (SIZE NOTED HEREON). @PROPOSED STORM SEWER (SIZE NOTED HEREON). PROPOSED STORM INLET (PRIVATE). ® PROPOSED MANHOLE (PRIVATE).vE EXISTING STORM INLET TO REMAIN *> Sterling Design Associates, llc C.. ENGINEERS . LANDSCAPE ARCHITECTS 2009 W Littic/on Blvd. /00 Liczle,on, CO 80120 303.794.4727 ph www.SterlingDesigrAssociat=.carri PREPARED UNDER THE DIRECT SUPERVISION OF 62>1 a U © EXISTING SANITARY SEWER TO REMAIN .COLORADO REGISTRAION 48332 4 FOR SON BEHALF OF STERLING DESIGN ASSOCIATES. LLC JOSEPH G. SCHEL /.E @ EXISTING WATER MAIN TO REMAIN. · EXISTING TELEPHONE LINE TO REMAIN. EXISTING GAS MAIN TO REMAIN .PRELOMIDNARY 100' PSCo EASEMENT BK· 2309, PG 906 / 0 EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN .NOT FOR CONSTRUCTION -*-- 82- - NOT USED. 50.9 UTILITY EASEMENT -, EXISTING STORM SEWER TO BE REMOVED. BK. 1916, PG 458, i , ® REMOVE EXISTING INLET AND INSTALL NEW MANHOLE.STERLING DESIGN ASSOCIATES. LLC-49.6 ./ :SHOPS 1---iit> ' r -- NOT A PART EXISTING IRRIGATION LINE TO REMAIN (LEE. STEWART & ESKINS DITCH).CONTECH COS5653.10 I - /4 ISWES 'REV®DNS , - STORMWATER TREATMENT DEVICE 1 4 EXISTING OVERHEAD ELECTRIC LINE TO REMAIN.No ' CATE .01,20.BY. JGG' -XE>/5 SEE UTILITY DETAILS __,94#'4 7.-DESCRIPTION .......... EXISTING SITE LIGHT TO BE REMOVED.5' SEWE8 EASEMEN1 · NO. 2 DATE· 8¥ -81¢1877. PG 157 EXISTING SITE LIGHT TO REMAIN.DESCRIPTIONf EXISTING 2*4549 '' a NO 3 DATE -BY EXISTING ELECTRICAL LINE AND CONDUIT TO BE REMOVED / ABANDONED. ® EXISTING WALMART PYLON SIGN TO BE REMOVED.NO I OATE 8¥ DESCRIPTION -EXISTING , EXISTING ·CITY OF WHEAT RIDGE" SIGN TO REMAIN.1 ---SHOPS NO. 5 DATE· · ... K NOT A PART EX]STING WATER METER.DESCRIPTION1449-6 --- ·8' F;192=-r#p5-=2*0 - cb-----4 - ..4-.En: 1 NO. 6 DATE· - .¥ 49 -- 311 0,_ FUTURE DEVELOPMENT \ , EXIST*Al;DINS i.il I li, Ik EXISTING DATE,SCALE 71 1 . SEWER EASEMEN 12/01/2017 1 -=20 MAT.FIRM ' 1 ·r: P , Il l li BANK 'b:·41,7BK 1877, PG 157 i zNOTA PART 1% q| 3 |'•. NOTAP PROJECT !•IC. ... .,L IN ·i 'L/ 1-' / JGS e 74. &1 m 10 1- -L - -Sli k. tr 5\61 1 V W . il,- 7jm 14 e h.m SHOPS 1t L_ZE)f EX. OFF24 i 9 t 8 PSCo EM Al¢ ou'K'or T. 91 r ®rm A bEMENTE*SEMENT 332, PG 558 ' EXISTING . ' SIGNALIZED A YOUNGFIELD STREET -EXISTING INTERSECTION '1 sIGNAOZEif INTERSECTION 4._ _ '1-4 - · 't*.212 _2:65·.-1- 1-0 _ --t¥ t.....21.-= .1 . EXI 44·<ii> 10·0' SEWER IBK. 11 KD W e Die Z libj' DRAWING FILE. JGS F- TRAFFIC SiGNAL. EASEMENT . U PROJEC. APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO --Helping retailers - thrive at Regency Centers. LEGEND -PROPERTY LINE R.O.W. LINE EX. SIDEWALK EX. CURB & GUTTER EX. UNDERGROUND ELECTRIC LINE OVU EX. OVERHEAD UTILITY LINE 5 EX. GAS LINE •- 3,= == = EX. STORM SEWER EX. IRRIGATION LINE PRO. SITE LIGHTING PRO. STORM MANHOLE PROP. STORM iNLETS t-a D uzzf''lEi_ 60 120VOR™30 SCALE: 1-= 60 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE OVERALL UTILITY PLAN PRO. STORM SEWER PRO. CURB & GUTTER EX. SANITARY MANHOLE ,. - EX. SANITARY SEWER rr PRO. SANITARY SEWER FO·EX. FIBER OPTIC LINE W EX. WATER LINE EX. STORM INLET S,IEET NUMDER 12 OF 20 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN COS4O40-8-C DESIGN NOTES : CDS5653-10-C DESIGN NOTES FeEAS,A.C•Ge.,CN,to,Rt,IUNT¢,PMN™4,0¢FS I-,LN,CR,€RO™MEGLTIONS aX-,0On,A€NrrBUS¥CCAPvt, .C.....CRIT...:... c..ir¥/•Ic.........'0*.Ill/K MU-HIAl1h.R.8...GY....118%CE,Itlopalsd;mucrr ......:-I ./.OC.r•'...1 .,€.I./Co...EXCEES /0/FIE,4,0.1 # ./...ASS STR,nmE/RE.,/.'15) 'SG'*:EN AM .- C'E••e €.-=08. CONP).™-6640. /TE.ONK/01,BAREA.*E,ND*U,TEDle,i Gr ......08,el.cop,Fr'RAToill./. Al-INA.I..,OUR/.Oe.I.U....5T[Det, . CO%faNA¥*>49 -y ee <X»eED 101*1 #TE REOUPEkN6 ....CCS -UEAr,ONS MA¥,E CG*ED tO M irrEAE,Xma,edS .- ST™.Cn.£, SCREEN · - · · ·....I %..'. .ans...e••r,CONFIGURAT,ON DESCRIPT,ONCONFIGURAnON DESCRPT,ON77 .' th --. .-.Wo.a,».,0.ALIP.E, .....T %.*/P: •1.! CC*CA*)t#1[79 71)- SITE SPECIFIC ==Ix\DATA REQUIREMENTS •ORATED •T CO¥OR./.000TS > 41 SITE SPECIFtC DATA REQUIREMENTS PLAN VIEW B-8 N.T.S C Ill FRAME AND COVER (DIAMETER VARIES)1 0 ... .N.T.S. stk24,*8 - -- w$It10-MA./.01;a' 'PUK**UTEK:FS<•14.i ' 1 PLAN VIEW 8-8 N.T S,1-004*gCTTO Gaoil TO '.Ell€D*ii// -T .. % t ...: GRI. /· gul:.3'7¥ IATK. , , 1 IfaE:d™-,...™ + -»' ' 1 14 P€•ENG•€DC*Le«5 1 0-==: n. 1 It L.-f -ME' TG•se•.• .bbICORECHIW- Sterling Design Associates, llc CIVIL ENGINEERS · LANDSCAPE ARCHITECTS 1009 W. Littleton Bhd. #300 Uttleton. CO 80120 303.7944727 ph FRAME AND COVER »wv,Sterii'ciates.comB (01/METER VARES' NT,S B e...1% c*./€ •CCo*-OCATE, -RATE(CF84= . ':GO£AA<'. c.....TernoEll......1.4595/0./crnNat 9 SOLL#.UCPAE.NTATM -€5. 3 5 s.'-u-CT--..20C•.-...<.DI=..12=SUe«Il-0,CE. ELOAy'l • CCS./te. OugirY....1.. ....1 / ACCOWS•-Ia ¥I.........• ./t-tO, CO.T....: n. W··ING A . 0/ 3* .....1/1 ./ NE,/ a./.1 ENG,E» G. IC,JRD 1/CO-/. •i.rn,·L.. fll' 1//Alto, »=EEN -WTE......"..15™t,)ila en **4*62 8.lcy•l. CE,Th AJOOMI/-4.0,1-k:». ,mo,-00 - I.L.*,I ...cc,Sr,AA,Ca ./.<. @0C. 5'.•00 44*4* .to,fT¥*7).0.... E*1....SLP*2* *TWK; /O.O, CAPAC. ID ./.0 .... C.11(N.)..1-IGCWTO€SMO' C Ce:.TRAC........*Irt ..ED; AL.a... SECTOS ... Smi*:TlmE ELEVATION A-A ,...ACra.t To T./ HirE,alS-ts ..... .. . *70* T,G•r •D,6 ...... .*I' 04,ea; 2,=,1-, I I 0 ......COMOv©e .....................EM........%/I NTS SUGGES,l-4.»NIS,U-6,1G1l™Irm CONIEST 6CDS#040-8-C 2 ONLINE COS STANDARD DETAIL j*»98.'.'.14/el.P.1...4 . CONTECH CDS4040-8 STORMWATER TREATMENT DEVICE NOT TO SCALE .....a..f .i =7 1 =/01 1/ PRO,IDE U'-2,nALS'.liss NOTED€YTI«Rn% H#%-5.*:55522&11mrk:=0*-rlc--= SOW™;NSUCREPRE,ENT.- --5=*n ' .%/IES.1.t.*O...ADNATNG.SL-IJ•„TIRELEV...TORGEC.TI.MI.*. g -4 1 - _ € CST,VT,DE#Mww I.*..CECLEA-G 'GrAUATICiNCTES Sgo.-r· - 7.-2-47 &*..).CED C Co.G-C....ADO.*/./Ee'll/St'IC..O·I'l.......... I ..™./.....,„ 1-t/l ..GC*;11. =.»-Im-Ir.-i.....»I.04N E O.*CY'all:.4 *PFR¢-4•i, UEA........................0 ke.t,;L *li --,e . IS ELEVAnON AA NT.S CONIERi CDS5653.10-C ONLINE CDS STANDARD DETAIL CONTECH CDS5653- 10 STORMWATER TREATMENT DEVICE NOT TO SCALE PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHEL P.E COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PIREL[IM[INIAIRY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUESS R./:SIONS .JGS 12/01/2017 1"=20 PROJECT MANAGER PROJECTNO JGS DRAWNB'DRAWING ALI JGS PROJECT APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. CLIENT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEEt TITLE UTILITY DETAILS SHEET NUMBER 13 OF 20 NO DATE '20,20tl B¥ DE5CRIPTION 1ST SUBMITTAL No. 2 OATE BY DESCRIPTION NO 3 DATE DESCFUPTION . CATE 8¥ DESCR,PTION - NO 5 CATE B. OEDCRIPTION NO G DATE· . DESCRPTICN DATE.SCALE 3% 1\ 4. i ti APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF jEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 1 1 1 11 _Il h I LNBW 06' 03 Ill lillip. -1*4715547%1374,0Oty'IBilittil 2% 1 E.37-,4¥ U.-,;I-0,9-:4 . . 1 -2 - UZ . _ h EX. PINE TREE 1--LIL-195' 21E . 666.28' | u i. , U 't -10· UTILITY EASEMENT 17 1 SOO'.52L53,54'E- 488..584· ? aa - 'm -ZI·-36' HT., OBL TRUNK 10· & 12··,.,7. :,GOOD CONDITION *-»-EX. HONEYLOCUST TREE * + TO BE REMOVED ' * + * 22' HT. 13 CAL. ...b GOOD CONDITION, " * - . t- 1 0>-EX ASH TREE · + - •TO BE REMOVED - ' 40' HT.. 9' CAL.. * - ' - GOOD CONDITION . . ,>-EX. HONEYLOCUST TREE TO BE REMOVED , ' * ,* 22' HT.,11- CAL.. . ' v . GOOD CONDITION . n .....EN. '1'7 E i-*41111tiuujunfin its ZA 1 1• C ,«11 -....t.ex,j----··4,«t ..,jni--- -·.·,„,p --- ·i·,0,-·--- -<·,e,· --t·*i,··-I·KA•-· -(,wk,3 +Id---·· '·i.$0---. 4«3--4[477-4'.xui -t-··•r.3*11 7 41 . 4 6 Ad, EL . A PORTION OF LOT 1 1APPLEWOOD VtLLAGE SHOPPING CENTER SUBDIVISION ' FILING NO. Z 22.94 ACRES NORTH / All Ma ·1,1 / .- - IVOUN .b l Mit 1 , KEY MAP SCALE: 1 INCH = 200 FT EXISTING PETSMART · NOT A PART Sterling Design Associates, llc -EX. HONEYLOCUST TREE TO BE REMOVED , 22' HT. 10- CAL. ' GOODCOI'jOITION -· *EXISWNG VACANT WALMART PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EX. FF EL. = 5507.20 50.0· UTILITY EASEMENT 1BK. 1916,PG 458 . CIVIL ENGINEERS . LANDSCAPE ARCHITECT'S 2009 W. ti/eton Bki #300 Litdeton, CO 80120 303.794.4727 ph M.Sterlingles,Kn#==.com PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERUNG COLORADO REGISTRATION NO 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC EX HONEYLOCUST TREE-.<4; 44 . -TO BE REMOVED 1 /, " i , - - ' 22·HT. 11-CAL. /- r lIGOODCONDITION ·1 i /4 EX. HONEYLOCUST TREE--:-% It +TO BE REMOVED \-h_ f 22' HT. 10- CAL. GOOD CONDITION EX. HONEYLOCUST TREE TO BE REMOVED 9 22' HT..12- CAL FAIR CONDITION EX. OVERHEAD WIRES- TO BE BURIED ALONG RIGHT-OF-WAY 1 SIGHT - //*Wy,RIANGLE k_'40 1EX. HONEYLOCUST TREE-/1 1& TO BE REMOVED 26' HT., 12-CAL. GOOD CONDITION z 1 -1= WRIANGLE \ A-1,5'CEX. ASH ;REEUrv=4 TO BE REMOVED \ r.M 40' HT.,10- CAL. \g>.\ GOOD CONDITION \1> \I \ ELL EX. PINE TREE . 1 TO BE REMOVED - 1 10' HT. TRPL TRNK 575' 50 CAL. GOOD CONDITION+ [ : EX. ASH TREE 1 -TO BE REMOVED : 4%-*., 03-1 1 1,·.1' ' .El. 1.·1 · 1 -0 - 1.J F i €-- =1, . lim i + ,+ i , :.t -- ·t EX. ASH TREE S. ·- i '············' 9gi··-· cA--rnme·,Luuwel FREE -EX. HONEYLOCUST TREE 3--- ''-E ·EX HONE[.0CUST TREE K. TO BE REMOVED -A To BE REMOVED TO BE REMOVED p TO BEREMOh/ED26' HT., 8' CAL. i ' 25' HT.. 10* CAL.26· HT., 9-CAL.20· HT., DBL TRNK,r & 5-CAL. v•GOOD CONDITION r·GOOD CONDITIO,f " .4 4 - ''£- FnOWN- e . I 1 -/12 43.4033K31 1 4*v-3.-06/ f 22·64-=> --1-43-EX. ASH TREE -i- 1 \ , ·-2-- |,0 7.tl. -97 ' [247 / -EX. ASH TREE .TO BE REMOVED-: r.E.rm--¢. 1.0-:r" ,ASH TREE'TO BE REMOVED i BE REMOVED - 1W' HT..8'CA El +4.4·'1*a 4 ·HT. 3- CAL+3 - 4 FAIR CONDITIC rOOR·CONDITION -1 \-EX. HONEY.LOCUST TREE b»EX. ASHA 20' HT·T CAL:· · - TO BE REMOVED FAIR CONDITION - 1 TO BE REI 4 /--16' HT.. 7", 1 --FAIR CON[ -+ --4.- *64.."Im lili L 0 , 129 4 NOT FOR CONSTRUCTION ./ 2 STERLING DESIGN ASSOCIATES, LLC JGS EX, ASH TREE : 4 TO BE REMOVED ' 22' HT. 4-CAL. FAIR CONDITION -Lick /4 4-11 f. TT 12/01/2017 1"=20' f PROJECT MANAGER PROJECT NO JGS ORA=¥0WING FILE JGSft g. f i ISSUESAREVJSIONS DATE /2,01,2017 DESCRIPTION 'ST SUBM'TI: No. 2 DATE BV DESCRPTION No. 3 DATE DESCRIPTON NO .DATE BV 'U 4%6 OESCRIPrION . ./. S DATE· DESCFUPTION NO. G DATE·.B. DESCFUPTION - DATE.SCALE L.--- 1--1 AOVED mTION 7 MATCH LINE · SEE SHEET 15 h MATCH LINE - SEE SHEET 15 PROJECT APPLEWOOD NORTH r ..1- - SITE REDEVELOPMENTLANDSCAPE DATA LEGEND 0 9 . 9 38TH AND YOUNGFIELDTOTAL LOT AREA (RE-DEVELOPMENT AREA'A')434.357 SP WHEAT RIDGE, COLORADO REQUIRED PROPOSED l o10% MIN. OF GROSS LOT AREA /43,437 S.F. MIN.10% / 45.635 S.F. 55% MAX. OF GROSS LOT AREA / 238,902 S.F. MAX. 5% / 22,546 S.F.\.-1 2/UULL PROPOSED 61 DECIDUOUS SHADE TREES | 0.:..'· | PROPOSED 10.028 S.F. RIVER ROCK MULCH COVER MINIMUM 2 1/2· CALIPER PROPOSED 7.847 S.F. COBBLE MULCH COVER SEC26-502.D.3.a LANDSCAPE WITHIN BLDG STBK ABUTTING PUBLIC RIGHT-OF-WAY DESCRIPTION LENGTH REQUIRED PROPOSED W 38TH AVENUE 545 1 TREE PER 30 LF / 19 TREES 19 TREES SEC26-502.D.3.b ONSITE LANDSCAPE DESCRIPPON REQUIRED PROPOSED TREES 1 TREE PER 1,000 SF REQ. LS AREA / 44 TREES 47 TREES + 1 EXISANG TREE SHRU8S 10 SHRUBS PER 1000 SF REQ, LS AREA / 435 SHRUBS 540 SHRUBS NORTH 0 15 30 60 SCALE: 1'= 30· Helping retailers thrive at Regency Centers. PROPOSED 5 EVERGREEN TREES MINIMUM 6· HEIGHT 23%8 -; PROPOSED 556 SHRUBS (j--- MINIMUM 5 GAL. SIZE PROPOSED 246 PERENNIALS AND GRASSES MINIMUM 1 GAL. SIZE PROPOSED 7,103 S.F. RTF FESCUE SOD PROPOSED 52.542 S.F. NATIVE SEED (17,440 S.F. RE-DEVELOPMENT AREA ·A' + 35.102 S.F. RE-DEVELOPMENT AREA -B-) PROPOSED 3,217 S.F. SHREDDED HARDWOOD MULCH COVER CIENT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 NOTE: ALL MULCH MINIMUM 3- DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. SHEET t,TLE LANDSCAPE PLAN (EAST) 14 OF 20 NOTE: ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN .t r \\ \Vtul_31-MATCH LINE - SEE SHEET 14 1 ...,ul,-6----e /5.--ev-,18-IQ -·y= '22' HT..9• CAL. FAIR CONDITION / 11\ \ EX, HONEYLOCUST TREE·-17 1 1,·VTO BE REMOVED \. 0'4.41 22' HT. 13- CAL.GOOD*pHF)[r-ION I.jd Ex. HONEYLOCUST TREE,-17,7 \ TO BE REMOVED t. \ -4-422·HT., 12-CAL.GOOD CONDITION i / i, \1UEX. HONEYLOCUST TREE-1-t--1TO BE REMOVED \- % 22' IT., 8 CAL. GOOD CONDITIONL I,j ' 1EX. PINE TREE --1-1 TO BE REMOVED \ 1 30' HT.,12"CAL. VT ..1 ... _... . ... v __- GOOD CQNDITION,- -7EX. HONEYLOCUST TREE- TO BE REMOVED 30' HT., 14 CAL „·i... .GOODCONDITION EX.ASH TREE , TO BE REMOVED- 35' HT., 10' CAL. GOOD CONDITION -EX PINE TREE TO BE REMOVED -- 20' HT.. 10-CAL. r- FAIR CONDITION - (-h ·EXPINE TREE -i TO BE REMOVED %*,2. 1,40' HT., 18· CAL- ·P GOOD CONDITION 43·.rn Fl+T, L-110:0··PSCERSEMENT y BK. 2309.PG 9061 1 -- W ;1 1 4 -- EX PINE TREE / 423: ==rHT.,12*«MFI /EX. PINE TRFF ./ TO BE REMOVED, 40· HT.. 17"CAL, „A--GOOD CONDITION 7'7-- W I L //\ -- /1 A PORTION-OFLOT.4-- APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION.- FILING NO. 2 22.94 AGREE -0- 80' WALK - L- 8.0' 8.0 ---- .F 50.0' UTILITY EASEMENT i . BK. 1916, PG 458 "T u 11 93 ..! f :i T IS SHEE N MATCH LtNE - SEE SHEET 14 lit JI ....41 «3: P-4 , ' .- I ' .¥-/ 1 f F.91. - L_ / -.unv=- JOUNGFIEED=hEMbil, ..-- r-=1.-71ir KEY MAP SCALE: 1 INCH = 200 FT <> Sterling Design Associates, llc CWIL ENGINEERS · LANDSCAPE ARCHITECTS V /1 '1 2009 W. Littleton Bld. #300 Limleton.CO 80120EWTHORN T-303.7944727 ph TO BE REMOVED · p V 10· HT. 7- CAL. 1 GOOD CONDITION PREPARED UNDER THE DIRECT SUPERVISION OF4% 4 4/ -......... AM ..................vr,w,kertingleagnA,socia,es,com H -- -·--- WAYNE T. STERLING EX, HAWTHORN TREE--7 -" + i + FOR 8 ON BEHALF OF STERLING DESIGN ASSOCIATES, LLCCOLORADO REGISTRATION NO 144 TO BE REMOVED 114'HT..17CAL - . + -.L -4 GOOD CONDITION lili 1 al.jim' vs/+T-4.\ ,k -t- : + PIRELD[MONIARYTRIANGLE pl /f ... . _/* 7·-·€,-I summn,e G (* (* 4 .----'TO BE REMOVED 'SCI EASEMENT-n .4-==-NOT FOR CONSTRUCTIONJ Le<. HAW™ORN TREE ' - . - • - - r - · ' 444,., 1 1 tr-Ex.11' HT., 9- CAL. ' , ' . . APORWON 0061-1 + - ' . . \47.4.a - .*. 2745, PG 737 f \11-1. W \1\\. 14 %0% GOOD CONDITIaN aPPLIfwqob y/EL,dE ¥,R]epiNG tfivng A,/00/vqslor, * * * , -h - /0 - 1- .Gf\ \*AIN·p' Ex. Hm/THORN TREE .......22.-EL .7-,r --4.. : :n \ 2-;' * TO REMAIN - .......... 14'HT.,12"CAL. - + -STERLING DESIGN ASSOCIATES. LLCt-f il:Mid >09090.CpNqmqN' .'*.2.. 3: :.* ,W ®12¢ly< -,.. '» -F ..,4 *--41..... 1.7-14. -I*N-r·*P-4 I[ I -8.... ...... ........ .... . 1. 1 SIONS 0 .< , - . - FUrt.IRE DEVELOPMENT ./11 1-,Al., I.-1 ' /'..E 1200017 BY. JGS 1; 41 ':EXISTING BUILDING ' t.1 1STSUBMTTAL CDOBA / . . . „E B¥I 11 * i..T MAT. FIRM .0 5 NOT A PART , / / \V L '4 + EK +1*WI)10!tA ·[REf * . * * - / . ' * - kx. AAWTHORN TREE , * . . - EX. OVERHEAD WIRES€3 1 2 . + .TOREMAIN . . . . . .TO REMAIN . . .... / 0*.·/ 1TO BE BURIED ALONG- ,\ . ·12'-HT., 1(r,CAL, . · · < - ,·11' HT.,12'CAL. •, ..., '74 TT-AY k i '1 .EX HAWTWORN TRE + . + . ., . . + . * 4- EX, HAWTHORN TREE 1 rat TE·. ./ - +GOODCONDITION -·*·• rGOODCONDITION '·*1 ..Oj 11 ... . - . TQ REMAIN ·\....1 ··k: TO REMAIN + * • - • 12' HT., 10* CAL. ·-7- *-' *| - ' 0.15'HT,12"CAL.- */ '*e. GOOD CONDmOM-, * 4 1.....j * · b 3-GOOD CONDITION * & - 346 12/01/2017 1"=20' 13 SEWER EASEMENT- BK 1877. PG 157 1 . . , TO REMAIN _ I 1 'SCo EASEMEN DATE:SCALS f EX. SOD)- fr 12' HT., 12' CAL. ,... Bit»t5 PG 7 L/4 . 4-EX. ASH TREE-j .--TO REMAIN ·i:' - ..1,133L m 41142(?T,)338Y , 02 * . . M,™PROJECT MANAGER·PROJECTNO5 TO REMAIN JGS - w...0... - 20· IT., 8- CAL.•-4--Ils r=·.r /1*- , 4'-- 4,6'' / GOOD CONDITION 1.----4-1402f*NI39.0 4,*-,---:_1 ·---:'j.' 1 -iR-UUU-INE»:3;-=t-X .-*4-j.t..1Ki67.8''-f DRAWNBY DRAWING FILE -- 36<5 4 * L EX.ASH TREEy -*-'-' ' ' " -- - ----'-*4----» -' » - EXISTING -·2"liz- =E:-I'..24:EXISI16 -=J-....--*-1-2.,4-«4 ty.zi JIGS TO REMAIN SIGHT J EXISTING SIGHTEEC)VERHEKDWIRE© 10.0'SEWEREASEMENT DRIVE DRIVE DRIVETRIANGLETRIANGLE X20· HT.. 8" CAL.TO BE BURIED ALONG BK. 1832, PG 558 _ _._. ._. _ CRI/RO>- - -YOUNGFIELD STREET (RI/RO)(RI/ROK_ --GOOD CONDITION - - -RIGHT-OF-WAY - · ---' PRO.ECT APPLEWOOD NORTH SITE REDEVELOPMENT07.11 = 1 WHEAT RIDGE, COLORADO38TH AND YOUNGFIELD 5924 6.0'- 4- 4' 4 t f .E .E·8¥ ISSUES & Rel NO, 1 D DESCRIPTION NO. 2 D DESCmPTION No 3 0 DESCRIPTION i DESCRIPTION NO 5 D DESCRIPTION NO. 6 DESCRIPTION Kf NORTH 0 15 30 60 SCALE: 1'= 30 Helping retailers thrive at Regency Center s. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE LANDSCAPE PLAN (WEST) 15 OF 20 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF jEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS AT LANDSCAPE ARCHITECTS DIRECTION ONLY. - 12- NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. - 1/2" DIAM, WHITE PVC PIPE SECTION ON/ ENTIRE LENGTH OF EACH WIRE. - 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. '-- 6' STEEL T-POST (2 MIN.) (4' EXPOSED) - WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECS FOR TIMtNG. - SET ROOT COLLAR 3 HIGHER THAN GRADE AT WHICH TREE GREW. --- 48- CIRCLE OF SHREDDED BARK MULCH (4 DEEP)K AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PIT.r<ZI FINISH GRADE REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTBALL. PULL BURLAP BACK 2/3 MINIMUM. - DO NOT CUT OR DAMAGE LEADER *·6Nk€1 - 72%?'4'1'8102;NZYNT TREE. #12 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN, 3 GUY WIRES PER TREE. - 1/7 DIA. X 36- LONG WHITE PVC PIPE- ON EACH GUY WIRE. WHICH TREE GREW. - SET ROOTBALL 3· HIGHER THAN GRADE AT - APPLY 4-OF BARK MULCH TOTHE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24- RING OF BARK MULCH 4· DEEP UPON COMPLETION OF SEEDING OR SODDING.-- ANISHED GRADE 30· METAL T STAKE. DRIVE VERTICALLY LANDSCAPE NOTES 1. COORDINAnON THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL. ARCHITECTURAL, MECHANICAL. ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITEE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3, GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL 8E GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 4. COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR·S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE LA. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE LA, SHALL PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL- SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL tANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL- ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING. FERTILIZING. WEEDING. MOWING. TRIMMING, ROLUNG. REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION. 5. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTtFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. Sterling Design Associates, llcC¢V'L ENGINEERS . LANDSCAPE ARCHITECTS - SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. - SPECIFIED BACKFILL MIXTURE LKE TO EXTEND MIN. 24 INTO UNDISTURBED\,% INTO UNDISTURBED SOIL. FLUSH W/GRADE. - REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. - REMOVEE TVVINE & WIRE FROM TOP AND SIDES OF ROOTBALL. 1 UNDISTURBED SUBGRADE 6. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE. 2009 W. Ukeeton Blvd #300 Liuleton, CO 80120 303.794 4727 ph v,ww.Sterling[)esig,A,iociat=com , , - UNDISTURBED SUBGRADE 2 x ROOTBALL DIA ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WiRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR. DECIDUOUS TREE PLANTING NOT TO SCALE . - APUL CLUMP TREES SHALL HAVE SPECIFIED NUMBER OF TRUNKS. SHRUB FORMS WILL BE REJECTED. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. ---= PLANT ROOTBALL 2" HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON-IRRIGATED AREAS PLANT TREE AT GRADE WHICH IT GREW. - APPLY 4-OF BARK MULCH TO THE OUTSIDE EDGE .M- OF SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4 DEEP UPON \ \I- /COMPLETION OF SEEDING OR SODDING - FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO PLANTING. 1«REJECTED. REMOVING THE WIRE WILL NOT BE AN ANY BROKEN OR CRUMBLING ROOTBALL WILL BE EXCUSE FOR DAMAGED ROOTBALLS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION2 x ROOTBALL DIA.L- HOLE SHOULD HAVE ROUGHENED SIDES CLUMP TREE PLANTING NOT TO SCALE 7. RIGHT OF REJECTION OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS ATANYTIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT AMERICAN STANDARDS FOR NURSERY STOCr BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES. SPECS.. AND OR TAGS FOR ALL MATERIALS. 8. SOIL PREPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVE A C:N RATIO BETWEEN 15-1 AND 30:1.LESS THAN 6 mmhos/cm SALT CONTENT, ApH BETWEEN 6.5 AND 8.5. AND OVER 30%ORGANIC MATTER. APPLY 5 LBS. OF 20-10-5 GRANULAR FERTILIZER PER THOUSAND SQ. FEET. ROTOPLL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES. VERIFY SOIL PREP SPECIFICATIONS mrH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL 8E APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY MIXED FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. ATA VERTICAL DISTANCE OF 3' TO 3.5' MAX., UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 10. EDGER INSTALL 4· ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH EITHER SHREDDED HARDWOOD MULCH, 3-6 COBBLE, OR 1 1/2-ROUNDED RIVER ROCK WHERE SPECIFIED ON PLANS. ROCK MULCH TO BE PLACED OVER DEWITT PRO 5 FILTER FABRIC. 3- DEEP. (SUBMIT SAMPLES) 2 SODDING SOD SHALL BE ·RTr FESCUE BY GREEN VALLEY TURF (GVT) (303-798-6764 SOIL PREP,- INSTALL AND WATER ACCORDING TO GVT GUIDELINES. 13. MAINTENANCE THE PROPERTY OWNER OF RECORD. THE OWNER·S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL MAINTAINED AND HEALTHY GROWING CONDITION. 14. IRRIGAnON A DESIGN BUILD, AUTOMATIC IRRIGATION SYSTEM. MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. ALL SHRUB AREAS SHALL USE DRIP IRRIGATION REFER TO THE UTILITY PLAN FOR THE IRRIGATION CONNECTION LOCATION. THE WATER SUPPLY AND BACKFLOW PREVENTER IS TO BE CONNECTED TO THE BUILDING SERVICE LINE AFTER THE WATER FLOWS THROUGH THE METER. SEEDING NOTES SUBMIT ALL SEEDING, MULCHING. AND WATER SCHEDULE SPECIFICATIONS TO THE OWNER FOR FINAL APPROVAL PRIOR TO WORK. SOIL PREP: APPLY STOCKPILED TOPSOIL AND 100 LBS. OF DIAMMONIUM PHOSPHATE PER ACRE TO AN APPROVED SUBGRADE. USE A DISK OR HARROW TO PREPARE THE SEED BED AND COMPLETE FINISH GRADING. REMOVE ALL STONES. DIRT CLODS. STICKS. FOREIGN MATERtALS. ETC. 1- OR LARGER. SEEDING: USE A GRASS DRILL WITH A SEED AGITATOR TO ENSURE THAT THE SEED IS DRILLED EVENLY TO A 1/2" DEPTH. MULCH: CRIMP HAY OR STRAW INTO THE SOIL AT 3.000 LBS. PER ACRE. EROSION CONTROL BLANKETS SHALL BE UTILIZED ON SLOPES OF 3:1 OR GREATER FOR GRASS ESTABLISHMENT. INSTALL SINGLE NET ALL NATURAL. JUTE/SCRIM BIODEGRADABLE BLANKETS WITH A 12 MONTH BIODEGRADABLE 2- SPACED NETTING MADE FROM BIODEGRADABLE COTTON AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. WATER: CONTRACTOR SHALL APPLY MIN. 1/7 OF WATER TO SEED AREAS. TWICE PER WEEK, FOR FOUR WEEKS. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND LABOR. RESEED AND MULCH BARE OR ERODED AREAS AFTER ONE MONTH PERIOD. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ESTABLISHMENT OF GRASSES, LOW GROW GRASS MIX BY ARKANSAS VALLEY SEED (877-907-3337). GRASS MiX PERCENT EPHRAIM CRESTED WHEATGRASS 30% SHEEP FESCUE 25% PERENNIAL RYE 20% CHEWINGS FESCUE 15% KENTUCKY BLUEGRASS 10% TOTAL 100%22.0 LBS. OF P.L.S. PER ACRE DRILLED PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING COLORADO REGISTRATION NO 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC PRELL-H 1--LY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCtATES. LLC ISSUE5&8EV®ODIS NO, ' DATE *01,201'BY. JGS DESCRPTION :ST S.SUFTTAL /0 2 CATE BY DESCRIFIION NO 3 DATE ·BY DEsCRier,= NO. 4 'ATE .BY OESCR'prlol - NO 3 DATE DESCR]PTION. · NO. 6 DATE· ·BY DESC,UPTION . {DATE.SCALE 12/01/2017 r= 20 PROJECT MANAGER PqOJECTC JGS DRAWNBY DRAWING FILE JGS PAOJECT APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers thrive at Regency Centers. CLIENT REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET T,TIE· LANDSCAPE NOTES & DETAILS SHEET NUMSER 16 OF 20 0!10 111@11110!AIR G e - SHOULD HAVE ROUGHENED SIDES AND- SPECIFIED BACKFILL MIXTURE HOLE | 2 x ROOTBALL DIA FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. 25REUERV PNTED IN LAWN AREAS. DO NOT PROViDE WATER BASIN IN IRRIGATED LAWN AREAS. EVERGREEN TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP & SUBSURFACE IRRIGATION Wml HIGH EFFICIENCY SPRINKLERS. 2. AT A VERTICAL DISTANCE OF 3' TO 3.5' MAX., UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 3. USE OF NON-LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED LANDSCAPE AREA. CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD3'-0- MIN.. 0- IMMEDIATELY PRIOR TO PLANTING. GRADE AT WHICH IT GREW. SET SHRUB 1 HIGHER THAN THE DIG PLANT PIT TWICE AS WIDE OR MORE AS THE CONTAINER.-Kn 1 8 /L APPLY SPECIFIED MULCH 4· DEEP OVER SPECIFIED WEED MAT.1&63**9*ses*-»+ *0**:-·--- FINISHEDGRADE ALL JUNiPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY 8ROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBALL. SHRUB PLANTING NOT TO SCALE 11 0 1.' 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN On-Site Lighting & Survey.LLC. ill] HIGHWA)'25 NORTH SUITE 201 BliFFALO iIN 55313 PH:763.684.1548 KEY NOTES FAX:763.683.9048th) b.r L.0 . L.o b.i D.0 5.0 :.3 1.0 b.o b.0 b.0 b.0 b.0 b.0 1.0 „c b.0 1c b o ta b.0 b.3 1.0 b.0 b.0 b.0 1.9 5.0 3.-% b.0 b.0 t.:, 1.0 3.0 b.0 b.r, b.0 b.0 10.0 b.0 b.1 b.1 b.1 1 6.0 0 5.0 b.0 5.0 b.0 5.0 b.0 b.0 b.i b.i b.i 5.1 b.i t.: 7.1 h.i b.i b.: b.i '1 b.1 .1 b.1 1 1.9· b.0 b.0 b.0 10 1).1 0.1 2.2 0.5 e.6 3.5 :.6 3.6 0. 0.6 ..5 b.2 h.4 5.6 b.5 b.3 h.i ...6 1.6 9 M M M M M b.·; b.4 b.1 b.1 L.i b.i ./.0 b.0 5.0 .5 5.8 1.3 .9 21 M .0 5.0 5.0 b.0 b.0 L..0 b.0 b.0 b.0 b., 5.3 bo b.1 b.1 b.1 2.0 9.0 2.2 28 M b.7 l.6 6.5 b.3 b.0 h.3 b.0 b., b.? C U.9 2.9 EXISTING CONCRETE FOOTINGS FROM ABANDONED POLE LOCATIONS TO BE REMOVED FROM SERVICE. TYPICAL (5) EXISTING LOCATIONS. .3 t.7 1·. 1;.4 27 A M ¤E il DENTED / DAMAGED POLE TO BE REPLACED. TYPICAL (2) EXISTING LOCATIONS. -8 1 /2/ 30UX I 4. "-1- 01 . -T-% .G ¥.J 5 z... '€.El J '23.9 '4.5 .e ·.i L * .· b.· '2-2-1-.-0.· :Ii >ff '·.1A : 4 · * r.7, 2-.Eyl 3 1 1u:.7-t-9;7-1., 6.. ·.· 4. t.i 4, P ·1 1 H l r 3.. .2 4 ....7 249*gY·le k.3 k.1_14: :. .. I k.. 1 11 11 1 -t· *1.0 *1.1 L'E[1£9.5 2'aU..6,4.9 , ' ., t· . t C ni it zi.1 b.. t.3 1 \ r 2-'12 1 1.3 b.3 D.4 tj.4 i..2 b. t.? b.3 b.4 i.0 7 - '0.2 YOUNGFIELD STREET '2.1 1.· t.1 b :. (-1< LED PHOTOMETRIC PLANSCALE: 1"= 60' Luminaire Schedule Symbol Qty Label Arranged TLL LLF Description a 7 0-4 4 @ 90 DEGREES 30000 0.20 Exist NAP 320W PSMH T3 Horz FG 17'-0 Mtg Ht D-1 SINGLE 30000 020 Exist NAP 320W PSMH T3 Horz FG 17'·6 Mtg Ht 2 E-1 SINGLE 32000 0.18 Exist NAP 400W MH T3 Hoa FG 22'-6 Mtg Ht -1 8 FLLa-1 SINGLE N.A.0.90 New Flood 70 Deg 134W LED 22'-0 Mtg Ht (4000}U60 LED's/13232 Lumens/700mA) Cree Edge Flood FLD-EDG·70-)0-06-E-UX-700-)00(x-401< FLD-EDG-70-xx-06.E-UX-700-xxi L-2 BACK-BACK N.A.0.90 New Fixt 550W LED T5ME VS 37'-0 Mtg Ht {4000K0<X LED's/62445 Lumens/65UXXKKmA) Cree OSQ High Output OSQ·HO.A.NM-5ME-65L-40K 5 , L.3-2 BACK-BACK NA 0.90 New Base, Pole & Fixt 550W LED T5ME VS 37-0 Mtg Ht (4000KD0< LED·s/62445 Lumens/65LD0O<XmA) Cree OSO High Output OSO-HO-A-NM-5ME-65LA0K 2 LP-2 BACK-BACK N.A.0.90 New Pole & Fixt 550W LED T5ME VS 37'-0 Mtg Ht (4000100( LED's/62445 Lumens/65L.0000<mA) Cree OSQ High Output OSO-HO-A.NM-5ME-·65L·40K 11 M SINGLE N.A.0.82 New Wall Pack 42WLED T3 FG 12'.0 Mtg Ht Wall Mt (4000K,4 LED's/3819 Lumens/IPD C/358mA) Cree XSPWWall Mount XSPWAx3FC-U b.i t.: h L.1 / 5.2 b.3 ·.3 b.4 B.A b.7 Z.- b.9 b.0 v.1 L 1J FLLa-1 4 -1 /5 / ... t.9 I!.0 t.3 N.5 Lit=Ella 10 24 FLI 2 4.. . .7.5. . :.8 t.9 2. .6 4 .4 4.t.oil3-t. 'B..2 1.- /.0 . ..9 '01 7 1-4.L C2 - ,---- 1 -9 .2 4.6 4. .3 5. ..0 .e 3 a b.2 1.2 L.2 hl 2£1: Calculation Summary BUG Rating Label Avg Max B3·UO-G3 Property + 40 Ft 2.44 11.5 B3-UO-G3 Back Of Building - Walmart 0.88 5.8 84-UO-G4 Drive Ently & Exit - Bottom Left 0.48 0+9 B4-UO-GO Drive Ently & Exit - Bottom Rt 1.00 2.5 85-LID-G5 Drive Entry & Exit . Lower Left 1.08 1.3 B5-UO-G5 Drive Entry & Exit - Upper Left 1.50 1+9 BS-UO-G5 Main Drive - Walmart 443 8.6 Bl-UO-Gl Main Parking - Walmart 4,52 11.5 Regency - 9-B Centers. - LIGHT'FIXTURE - STRAIGHT- SQUARE OR ROUND - STEEL POLE - \\2 APPLEWOOD Z35' VILLAGE 0 3400 YOUNGFEU) STREET 37'a. WHEAT RIDGE CO 80033 0 - CONCRETE POLE n BASE- [,r- FINISHED GRADE T--1 11111}1111,11,1 /11,1 1j1i1i1I11II POLE DETAIL PARKING LOT SCALE: NTS ··THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL- PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDIONS. ETC. OAe "PDATED11.%02017 .M S11+ PLAN GROUND LUG INsIDE POLE LIGHT POLE OPPOSITE HANDHOLE E BUSHINGS 1 FORMED CHAMFER GRADE LEVEL -- 1 1 U b|% A ,j -LN CONDUITS (PVC) SCH 40 WITH COPPER CLAD -J 1 LONG SWEEP ELBOWS GROUND ROD L '-_ - -IfigiR 2 LED ly C:LE,AR IMENSION SCHEDULE X•TBO & PHOTOMETRIC Y=2'. E Z=Z·/i PLAN LIGHT POLE BASE DETAIL TYP. SCALE: NTS RC90020 Min Avg/Min Max/Min #Pts 10.31.2016 0.0 NA NA.1273 0.0 N.A.N.A. 97 3 02 240 4.50 8 E BASED ON THE INFO'MATION PRO.... AU 0*IENSIONS AND ....#..S se.·.NREPRE'ElaREcoMIENDED.STIONS nEN=,EeEANORARclnEcT 04 2.50 6.25 14 •USTOETE-IMEAPDUCAB,[17¥OF™ELA,OUTTOEXiSTMGORF-EFIEL) 2 G. CREWSCONOmeNS ™E UG•,TiNG PATTERN REPRESENTS ILLUMNATION tEVELS CALCULATED FROM0.8 1.35 1.63 5 LABORATORr DATA TAKEN UNDER THE CONTMOLLED CONDmOND UTILIZING CURRENT 1,USTRY STAPIDARD LA,P RAT!NGS IN ACCOROANCE WITH 1LLUMINAT#,GENG.EERINGSOC,E™APPRO.€DMErMODS ACTUALPERFORMANCEOFAN¥ R J.MACKEYMANUFACTURESL-NARE)AYVARYDUETOV1*I:0!11.ELECTRI- W1.0 1.50 1.90 3 TOLENCENLAMPS A,100™/VARt*BLEFE.CONomoNS FOa AD*IONAL I,HTING INFORATON CONTACT 2.0 222 4.30 30 On-Site Lighting& Survey. LLC>$ 17A 1 0.8 5.65 14.38 512 0PI ..368• 1548 ral .SCRIPTiO .l j... 42 I. ./ ' ·4 . >42 1 tu t. 3 '0.3 '..3 b. b.1 Y.2 L.z b.z t..2 -4--// 2-- ·.3 1.1 il bi b. Mr b 4 2.·: 13 t. E-1 All'll'llfy Cree EdgeTM Series UDA...(Il'/le Ps-lat)-als*kan --*:--.la 1-,-* .. rued)#***m- •*¢r,Qun-•h·* *•-.01 in* -1-1-r ro'•*.ill.-M »0 ./Dr-•I,Il#-,1-I.- ¥,».8-.ho™i.Il-. 2-j-tr. t..1 i-,/5--Id-!-,pl ™U-/bE--.-2 *ceS„mma, M.0,/91•,UtlA ·rUS .rA-.1,Mt, [Cli.003Kid 90!U =.'.SOOKI- -- FLD · 70 .AA 06 *• XX *WH 700 -- REGENCY-APPLEWOOD VILLAGEJ Ffild -' 7---7 7 7 1 f.-=LI=-h+ r [: iil i . !!·1· t FUL-£.2-11 1 i·i-229&992* 0-,7 - 23/•"y ·'I ·/. ; ../..D../*L/9MW! h·.Xh-esp- 'll.I'-/1.lut'/8 -.•n.i',n, 16065-r,-Timt.Il,461-.•£-I 1, ' r©.2.U,1'2*mli'21 ..2-:5•**/ IM-ilt.Or....0 „010,4 • ...........5 • re-*ta,%10=h&-.IM.....r,$.Ill...... EUC-*'I. · ./rm-k-i •206:,1./. • .1/. •1-.bl-,r-4-14,40,1, •-t••flh. m,«1=k I. -Ill----.11/*..1 4' #4.- N.4 -u#.-*n.=T*N '8/AA'll,I ./U/rr,/YOU'/%./6 · iU..U.d • Cfm..........C• It--h.--......./.-- • ./.t//C/4/L*-/D,-A-Il-Il- REGENCY·APPLEWOOD VILLAGE FU/1-1 ·'·. t. . .il ./ 1- 1 22, .£ .rv .1, .1, .. /1 ..+ 4·. + r 4 + . la ./ .. 1,1 .1 -C. ..1 1- 1 . 40 ." OSQ Series 054'0 LED haAi,•,i [unrm - Ma.turn PIek.C:0*4Crt:nn ./.I#.al.-m·*..#·.*-*b-s.il.m'*-1- 4,0-=•niab-*•mu-. R *1.-ne.•4,--•,mo.1'/ -..100•¥. **%*. -=TwY -0,--1-•-UP•'Un EEk.I,EW,tN,/Al cn=.,4 *.•0®KI#C··= e. __..11-=n y.*rt-9-e·-- 2-- -- -- . ..0 1 REGENCY-APPLEWOOD ViLLAGE 18-2X nA.un, --f- El!<!l.Il' 'marb C]SO'• LED AreRcod Lu,™lai, -Mada,rn Pr-cts,CMctgts 6™1T1¤M I ...... • C.-n-1..../.-01-DI--/lae..In-I m E--·aul-*#.i.,ell;-1UNCW, '4,--,-ir,w-t-tel„51*OC 0 • ..- .*I.-4/.180·23-IJ- · --Ill.... EUrt«AtmrEM · ..It¥®-kOk--.20!kil.1-1 • Ils-rt,C--'/. C..t' • --. F. PIn ls.- Ica-I/-'.... =r... .. REGENCY-APPLEWOOD VUAGE1343# 1. ;, 1.i--.. ·72--1.j·-'.r .t. T# F-- I. .. t,. : 6,7 4.- 1.1 9. 4. '.m f"r On-Site Lighting & Survey,165-/ 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO )13 55313 PH:763.684.1548 FAX:763.682.9048 Regency* Centers. APPLEWOOD VILLAGE 34(,0 YOUNGFIELD STREET WHIAT R[DC;E, CO 80033 ---1122-1 EE£ 2=37= -M E- 9 31 51 t. .. ..6 12 .gis E=== -- - .D. r .9 - • ·- 3ME ---- K .•OK *X WH RURR. BLS. DIM. R.MOTION SENSOR. 7-PO • D-, D.1.1--C-*.-»CII ** I I.1. 1 . 2--- 1- trm- 1 -- '„ .. '. .0 B.F - --...U----r... -*t - i :rte- ... ir I. I.I " + 4- C- 1-1.5 CREE +CREE +,®-e-ea -*-t,M CREE + -- T -11,0,41- •001-*11 1 -·=, --- 3 POLE MOUNT FIXTURE TYPE FLLa-1 /43 POLE MOUNT FIXTURE TYPE JB-2R SPECIFICATION SHEETS <9 SPECIFICATION SHEETS REGENCY-APPLEWOOD VILLAGE IREGENCY-APPLEWOOD VILLAGE |REGENCY-APPLEWOOD VILLAGE |REGENCY-APPLEWOOD VILLAGE |OSQ Series OSQ Series Ll LB-2. 1.P-2 L-2, LB-2, 1.5-2 OSQ™LE.U-f™o---M,dum 05Q'•1.EOam.odu#-.EEE!OSC'-'i,!,0.ft,1£DA,u'Rood Lum,nant,-Ing Cre,Tnl,Whit,®Teet„sl,9 OSO-" H,h (Ntput LID AAocd Lum-ire Ie= ng Cr,e ' te' kch-gy !,Arh IN1I 1)L.SCRIP'ICIP.Calt D./crl.1/n 0,-P'll. 1-m *0.Proek*1 .....=I.W.... eerm.....'.T=lu fl=-I---*c.r„.-· , .' - --LUU -- " - ---- <,Ae 1,F DATEDT ,¢.,5.-.T -r . 1 -1 ...2.7 Jchl SIIF..AN #-c, S=wn,ry I-.0-1.......1. A-,1-l-.........I-*/ ¢0,-1/ *-I/·31-·/* KB-2% @WjjNE A *I--I-*-/*4·/UNC-i · .I .» ..J . -,/ I'lmi-1,)/.r. ==16+F=%*it ·11.---..n,M,·r -...1-, h.,-- **I'/*-./.:. · t=..rm-o.r-.•7h'-I. P,rew-r, 11.1%90*,$././.Da-,Ill.w -G--L---,4,4-*. C,1.-=AJ„ =0*Cnl!50!!LiC C€T. »10•.'. NDN 400 i.-N/· * S;* /·9( L-*-- t.§-e. 0,4,-ie r4., . -- 0,-ir. 1,il».don "- DA WI E./1/1<FL . . g :-E 11...1221.1221..2 1 i=c•0-2 .*i•r-• UP. MO ./.-reD *'- T.-•*ulth.• -ir••im I'/ Ignr,1 • *4W-w,1,-=•,n&'«i.-fa *.I ---#pi.-1....1,·Cl,a-1,0............i- . » *¥ · -,8--,•--t¢Nn/-1-4 9 - 2- LE - C1 3.1 1: 1 21.1 1, 1. - .„ ===r-I_-----.- • I.•54/*Il/A-r--h//Cl 40173154-'7-172, ty,..4- 91 --,-,i,-=- · t==r».=.--- .„ :. M*n -f"'G - = 5- .I- .-· 0·,--6 t.,-4,-I'll//84--•IA -- i 1- DA .EM 1 .*m'=A.....#'*4...'C,=a'F POLE MOUNT SPECIFICATION - 2-72 -3 ME - K 44dk:XX WH RtlRR. DIM. R.MorieSSENSOR,7-PIA --- 1- . -'.'-Il.-'&,1/*.*.;:=;. 1 1. 1 a 94/651 4OK >0< WH DIM. R. MOTION SENSOR. 7-Pli -- • :UG,1'HI,! -- C./7 · *..../1.--n. C-Id.---e,t-1.I · t.,™-I....Va,-•41.-4,,-1...n' SHEETS RC90020 c®• * IM' S 2 -.-- ......I CREE +CREE+.®. gez: ..ae .2- ......1 CREE + T 1*1473-:= • 1.al--- . - ,1//1......5,44,/,142,·12,1 *01,1,-,1, -.......-'••I' f I.WIC•·40$ ............... ...-TDal!2*4- •U,21-Ul 1113 1.21)16 POLE MOUNT FIXTURE TYPE LB-2, LB-3, LP-3 POLE MOUNT FIXTURE TYPE KB-ZR SPECIFICATION SHEETS SPECIFICATION SHEETS 3 eED ON ™E INFORAT PROVIDEO. ALL DMENS,ONS AND LUMikAERE '.OCATONS s,owNREPRESENTRECOMENDE[}POSITio5 ™Ee.GNEENAM;CRAACr EC¥ •usTOETERIMEAPPLIC#OFTHEL*YOUNOEASTD.GORFUWREAE. 9 CONDiTICNS G. CREWS THE MING PATTERN REPRESENTS.........EVELS CALCULATED F.OM LABORATORY DATA TAKEN UNDE' TME 'oTn/LIED COND/§04 UTILIZNG CURRENT INDUSTRn STANDARD LAMP RAT™GS IN ACCOROANCE •VITH LUMNAT!NG ENG,NEERINGSOCIETY.APROVEOMETHODS ACTUALPER20RMANCEOF.. MANUFACWRER'S LUMINAIRE MAY VARY DUE TO VAR'IION. ELECTRCAL VOLAGE, TOERANCE N LAMPS. AND OTHER VARIABLE FIELD CONDETIONS J.MACKEY On-Site Lighting i 178 i 1&Survey. LIA• PH 76316.15€8 W 9 REGENCY-APPLEWOOD VfULAGE XSP Series M KEP,Ir•Lm,h![Mo-Lu,nin„n Plo,*C- --r Plom-=Sumnw, =9.*.#1/+10-1/·5-J 01-r*, - , Ilm!•n·U , 1180*= j SURFACE MOUNT FIXTURE TYPE M SPECIFICATION SHEETS C U W3F *5..P./WalIMour,IL-Ir'-e h·-,0- ¢c»€T,Cm,1/*Un./11 ,Of,n-ilat /5C™114 S.rt• · ..k 0-I ....... · Ct-'.* • .lic/"I--Ii...I./.rl. I'll/1-i EUJ••6•W41,2 T:-1--•12,21-#6 |REGENCY.APPLEWOOD VILLAGE ] 1.TE-=2-,=.I:cu = 2 t. 1 L 1 1.. L+ 4. 1 'U 1 - 1/ It- 11. 1.1, '. 5% 4. ·- r .- - la- i.r r=.·*,1,0,1,1,·,g. --- CREE +CREE + On-Site Lighting & Survey.86> 11 11 HIGHWAVZSNORTH SUITE 201 BUFFALO MN 55313 PH:763.684.1548 FAX:763.6819048 Regency® Centers. 2 APPLEWOOD Z VILLAGE 1 3400 Y(,UNGFIELD STREET 1 WHEAT RIDGE. CO 80033 0 Z Uf DATE INIT .13-1,]PrION OAC'Ijpt)ATILD11.ki=mi C1 SlllPIAN g m . SURFACE f MOUNT E SPECIFICATION SHEETS m RC90020 11:.31.2016 3 eEDON ™EINFORMAT PROED. Au D,MEN= *UlaE OCATIONS .•..NREPRESENTRECOMMENDEDOOSITIONS T. ENGNEERAND»RARC#ECT •UST OETER'INE APPLCABIT¥ OF THE L-OUT TO EllS™G OR FUTURE FIE. CONOmONS G. CREWS THE ,GHING *.ER' REPREsEN..u-unoN .vELS CAL./.TED FROM LABORAT=TATAKEN mDER ™E CONTROUED cDIT,ONS UT,LUG cuRRE·.I BDus™¥ STANDAROLA-M,nNGS wi CcoDANCE ™ILL-TiNG ENG*.1EERINGsoc,ErAPPRO,EOME,Hoos AcrUALPERF0RMANCEOFU0 MANUFACTU8ER'S WMINURE MAY VARY DUE TO VARIATIONIN ELECIRICU VOCTAGE IOLERANCE;NLAUPS ANDOTHER ARIA8LEF£1.DCON[>TIONS J.MACKEY On-Site Lighting i 17C i 1&Survey.111£- 0 PM /3684 '48 TRANSPARENCY REQUIRED PROPOSE WEST ELEVATION 60% MIN 9.248 SF 11.7% 1.8 NORTH ELEVATION 60% MIN 3.328 SF 4 3% 240 SECONDARY MATERIALS (EIFS. CMU) WEST ELEVATION 25% 3900 SF 33.8% 5.279 NORTH ELEVATION 25% 1447 SF 16.5% 954 E APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT tl8 SF AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SF SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SF SPECIFIC DEVELOPMENT PLAN / 11210 5 BROWN TEXTURED EIFS CORNICE.EIFS CORNICE- YELLOW BRICK WALL- < ,-4HARDCOAT STUCCO-1,-REPAINTED EXISTING WALL "....ill/n ./1/TING: Vul"- ' Naos Design Group, LLC 4949 S SYRACUSE STREET SUITE 460 ' DENVER COLORADO 80237 (p) 303 759 5777 (f) 720.360.4281 www naosdg.com 4 - CONCRETE CURB ,INTEGRAL COLORED CLEAR ANNODIZED YELLOW BRICK WALL=--ALUMINIUM STOREFRONTCONCRETE BLOCK SYSTEM 9 1. '116'-0-18-' L 12 -0- $24' - 0- 12-0' 1 18.-0 17.0· . Sterling Design Associates, llc212'-0=CIVIL ENGINEERS - LANDSCAPE ARCHITECTS T, NORTH ELEVATION 2009 W bmeton 81,d #300 U 3/32"=1'-0"Littlet©n. CO 80'20 3037944nT ph U..1 ww. Sterling[)es:gr,Associates corn I rn Z 30·.7 2/-4 Iii I BROWN TEXTUREDEIFS CORNICE--r-RED BRICK SOLDIER COURSEHARDCOAT STUCCO-'/ -REPAINTED EXISTING WALL YELLOW BRICK WALL-- INTEGRAL- COLORED _. .. . BROWN TEXTUREDYELLOW BRICK WALLm.CONCRETE BLOCK 7, HARDCOAT STUCCO--· 1 TENANT t' it-£- iti $ INTEGRAL COLORED I rn.a, Int nmgn I 35· - 0 30' -7 PRELIMINARY NOT FOR CONSTRUCTION 0€5CRIP.- CONCRETE BLOCK 24'.0-18· - 6-47' -6-le'.0 10 -ALUMINIUM STOREFRONT SYSTEM CONCRETE BLOCK 111 C*,LA,PliON - -- -- -- -- - fE NO NO DA. DATE 77 - 0 18'·0"48' - 0-15'.0-21'.0-DESCRI'rI ./. 282·V t 12/07r·17 Asindicated PRUFC MAN.· r 2 TERRI-COTTA TILE ROOF _INTEGRAL COLORED- ; CONCRETE BLOCK- -YELLOW BRICK WALL /-3-'-- EIFS CORNICE 1· IYELLOW BRICK WALL -TERRBAROCTAETIEUREOOF- 1 9 YELLOW BRICK WALL-1 - HARDCOAT STUCCO 1 0 -EIFS CORNIyE211 -- - --- ----™-- - . ......b r€FS CORNICE I £ ' ae 1 1 1 1 09 -_ f .-*.-.r--i -.. TENANT R APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE. COLORADO Regency Centers. CLIENT 1 ' --=--------------------------------Fi· REGENCY CENTERSCONCRETE CURB - -· CLEAR ANNODIZED ---ERDONT-,1 8480 ORCHARD RD SUITE 6900 111 111 1:ALUMINIUM STOREFRONT- SYSTEM SYSTEM 1 GREENWOOD VILLAGE, CO 80111 11 I. 11112,--1.' -r»I -,'f- u- 1 22 1 11 -19*11 ._._----1..u=i.. ..; 7 A 1 - F*u --:---_22_----2-2.---_.¥. A,! '---1-'34-1,1 22 1 4.- 1/,A.1 L] 11 11 1113' 1.1,1 '¥6 1 '. R -TEL. (303) 300-5300e 6 1 1-, 1- -.-1 |6, I i LI' '-JI 0 21'-0 54'- 0 21'·P 12'- 0"3'-0 12'.0-3.0'18'-0 12'-0 12-0 24' - 0"6-0" 6' - e K 4 1 k 299 -10 12-0 3 0··12·-0· SHtET TITLE ELEVATIONS 12.0- L 18· -0- ,.WEST ELEVATION A 1 3/32" =1'4 APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 11210 5 Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 (p) 303.759-5777 (f) 720.360.4281 www. naosdg.com Sterling Design Associates, llc CIVIL ENGINEERS · LAND5 CAPE ARCHITECTS 2009 W Litteton Blvd /00 Little,w. CO 80$20 303 7944727 ph *w. Ste'inglesignA,$0€19'es [orn PRELIMINARY NOT FOR CONSTRUCTION OESCQiG'l,ON ...P10+1 N rk V.Bi'rk. L-- DE.RPTION 12€)717 i .... N Q r BB <j·· AERIAL PERSPECTIVE APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency Centers. CLIEN1 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE. CO 80111 TEL: (303) 300-5300 AERIAL PERSPECTIVE # TrT7TTTE I l,11* A2 TRANSPARENCY REQUIRED PROPOSE WEST ELEVATION 60% MIN 9,248 SF 117% 11 NORTH ELEVATION 60% MIN 3.328 SF 4 3% 240 RECONDARYMATERIALS<EIFS.CMU) WEST ELEVATION 25% 3900 SF 338% 5.279 NORTH ELEVATION 25% 1.447 SF 165% 954 E D APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT tl8 SF AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN BROWN TEXTURED EFS CORNICE EIFS CORNICE-1 YELLOW BRICK WALL- 41 klub HARDCOAT S·rucco- 1 r-REPAINTED EXISTING WALL REPA/TED EXISTING WALL-/ \I Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 (p) 303 759.5777 (f) 720 360.4281 wivi naosdg com m: 1 IDKAL UULUREU /CONCRETE CURS YELLOW BRICK WALL -'CONCRETE BLOCK L-ALUMINIUM STOREFRONT SYSTEM lie-0-'B'-0- '17-0-24·.0 12 -0- '17-0-<> Sterling Design Associates, llc /7 ./V CIVIL ENGINEERS . LANDSCAPE ARCHITECTS 1.1 BROWN TEXTUREDEFS CORNKE---RED GRICK SOLDIER COURSEj HARDCOAT STUCCOK NTEGRAL COLORED_ .YELLOW BRICK WALL- .,REPAINTED EXISTING WALL YELLOW BRICK WALL -CONCRETE BLOCK IO 1Z 1 0 J IB# -NORTH ELEVALIgN 2009 W L*ttleto„ 1¥d #300 l.1/ 3/jy fLy-103 7944727 Ph WIon. CO 80120 U.1 vr,r- ...$..A,toc iates com Z I BROWN TEXTURED - 2 - HARDCOATSTUCCO Sl i M PRELIMINARYl NOT FOR CONSTRUCTION »-8 CONCRETE BLOCK CONCRETE CURB CLEAR ANNODIZED -ALUMNIUM STOREFRONT SYSTEM UNTEGRAL COLORED_,CONCRETE BLOCK [*S.3*- 1-lmzziz 24·-7 L 18.-6- 1 AT-5-L -o- L 72 - W L 1.-cr L 48· -0 21·.0- 1 0€SCA.TB15· · 0- 22 -W /'. ' 7 As ind,caled 1 0 -TERRA-COTTA TILE ROOF/2 BROWN TEXTURED 2 YEUOW BRICK WALL--i. TERRA-COTTA nUE ROOF NTEGRAL COLORED Z -- ;r-HARDCOATSTUCCO | 0 .B-•• ---,-YELLOWBRICKWALL / .-CONCRETE BLOCK M EIFS CORNICE--1.,E.... .. .-EFSCORNICE /' rYBLOWBRICKWALL 189 1 84 1 .2 / FEFSCORNICE ,nk [„======7========= Li Tf[*05%089 7/BROB.7 i APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE. COLORADO Regency Centers. 1 ./. 1 INTEGRAL COLORED / CLEAR ANNODIZED I CLEAR ANNODIZED ¥ REGENCY CENTERS CONCRETE CURB--ALUMINIUM STOREFRONT=8480 ORCHARD RD SUITE 6900CONCRETE BLOCK ALUMINIUM STOREFRONT- ] GREENWOOD VILLAGE CO 80111SYSTEMSYSTEM R 41 1 7 -74=©-1//, F f 1/,440---e/,tur==r TEL (303) 300-5300 3.0-21·- 0'21'-0- 0 /-7 18'-0- L 12-0-12 -U %.ET lf,LE 3-0 3+ -0· ELEVATIONS 12·-o· 12 1_-+E.E.,43 4--24·.0-1 •-' L,-o. L 12-Or L 18' - 0- I --r 299- 10-V.., 1 ..,MLiE: (i).*EST ELEMAT!QN A 1 3/32- =1'-0" APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 41210 3 Naos Design Group, LLC 4949 S SYRACUSE STREET SUITE 460 DENVER. COLORADO 80237 (p) 303 759 5777 m 720 360.4281 www naosdg com Sterling Design Associates, llc V CIVIL ENGINEERS . LANDSCAPE ARCHITECTS 2009 W l.,reete„ 81•d =300 Lirtleton. CO 80120 303 794 4727 Ph w..w Stertin,IDes„A:socate'com PRELIMINARY NOT FOR CONSTRUCTION g57UFT *,2/Z 69.5*KE•/12*5 <7Wy'-TEr=I*://+I. =W - - --17-1' 'El*Ut 41£ DES'll#.Cl ... 12107 17 8B ; AERIAL PERSPECTIVE(1 APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency Centers. <IENT REGENCY CENTERS 8480 ORCHARD RD SUITE 6900 GREENWOOD VILLAGE CO 80111 TEL· (303> 300-5300 t·€E AERIAL PERSPECTIVE MeT«"BE' A2 APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN lilabs Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 (p) 303.759.5777 (f) 720.360.4281 www.naosdg.com () Sterling Design Associates, llc CML ENGINEERS · LANDSCAPE ARCHITECTS 1009 W. Unleton 61/ #300 12[decon. CO 80120 303 794.4727 ph -#w.Sterl-*Desi,AsscclaEes.com PRELIMINARY NOT FOR CONSTRUCTION STER-iNGIESIGI .SICIATES. LLC Ln 7232 ISS-5 1 REUSIONS , TE : /0 DATE GY DESCRIC- CESCAIP' ON 11 littal:1 1 1 IN- NO DATE ./464*»UE®11 tzariialk JESSIPTION No DATE BV 4212\·•10. DATE B. DESCRIelON Nks[IF NO ATE .¥ DESC'ITION DATE SCAE 1207/17 -€OJECrl.*1El PROJECTNO: DU'NB,DaWNG BB 1 _AERIAL PERSPECTIVE APPLEWOOD NOR™ SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Regency Centers. CUENr REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL. (303) 300-5300 AERIAL PERSPECTIVE A2 NOTE: Land use applications must be hkA,submitted BY APPOINTMENT with a r City of planner. Incomplete applications will notjVVheatRidgebe accepted-refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue . Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant Regency Centers, Tom Metzger Phone 303.300.5335 Email tommetzger@regencycenters.com Address, City, State, Zip 8480 E. Orchard Road, Suite 6900, Greenwood Village, CO 80111 Owner U.S. Retail Partners, LLC, c/o Regency Phone 303.300.5335 Email tommetzger@regencycenters.com Address, City, State, Zip 8480 E. Orchard Road, Suite 6900, Greenwood Village, CO 80111 Contact Wayne Sterling Phone 303.794.4727 Email wayne@sterlingdesignassociates.com Address, City, State, Zip 2009 W. Littleton Blvd, Suite 300, Littleton, CO 80120 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary. post public hearing signs. will receive a copy o f the staff report prior to Public I learing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 3600 Youngfield, Wheat Ridge Type of action requested (check one or more ofthe actions listed below which pertain to your request): 1 Change of Zone or Zone Conditions 21 Planned Development (ODP, SDP) O Planned Building Group O Temporary Use, Building, Sign O Variance/Waiver (from Section 26- O Special Use Permit n Conditional Use Permit O Site Plan O Concept Plan ) 1 Right of Way Vacation n Subdivision - specify type: O Administrative (up to 3 lots) 0 Minor (4 or 5 lots) O Major (6 or more lots) O Other: Detailed description of request: Approval sought for Specific Develoment Plan to renovate building facade and loading area, reconfigure access driveways from W. 38th Avenue, add drainage improvements, landscaping and improve site lighting. I certify that the information and exhibits herewith submitted are true and correct to the best ofmy knowledge and that in filing this application, I am acting with the knowledge and consent ofthose persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his behalf. Notarized Signature of Applicant State of Colorado UCounty of Afdpah# C } ss The foregoing instrument (Land Use Processing Application) was acknowledged by me this 29day of Nojen,6,r , 20 0 by 7-hon)63 YMe:/2-g« Nota 0 -*y-£-9 My commission expires /2- / 4 /20 74 CARRIE J. MYERS NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20084041189 MY COMMIOSION [XPIn[C DEC 0,2020 To be filled out by staff: Date received /2-9-1 -7 Comp Plan Design. Related Case No. Assessor's Parcel No. .19- 292-(342-007 Size (acres or sqft) /0. /> 7 4 c re 3 Rev 1/22/2016 Fee $ 200. DO Receipt No. C OAO 17 7.21 Pre-App Mtg. Date Current Zoning Proposed Zoning Case No. UZ-17-/D Quarter Section Map ,/Uk)29 Case Manager Current Use Qp,to.;1 Proposed Use ' 14+*A City of Wheat Ridge 12/97/2017 15:16 CDBA ZONING APPLICATION FEES CDA017721 AMOUNT FMSD ZONING APPLICATION FEES 2,200.00 PAYMENT RECEIVED AMOUNT CHECK: 5887 2,200.00 TOTAL 2,200.00 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN CIVIL ENGINEER STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: JOSEPH SCHIEL, PE LANDSCAPE ARCHITECT STERLING DESIGN ASSOCIATES, LLC 2009 W. LITTLETON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT: MIKE HAAF, RLA LEGAL DESCRIPTION (PROVIDED BY CLIENT) DEED RECORDED ON 1/18/2009 AT REC, NIO. 2009001664 A PORITON OF LOT 1 APPLEWOOD VILLAGE SHOPPING CEA COUNTY OF JEFFERSON STATE OF COLORADO DESCRIPTION OF AMENDMENT STERLING DESIGN ASSOCIATES HAS PREPARED A SPECIFIC DEB RETAIL PARTNERS, LLC (REGENCY CENTERS, AS MANAGER) FOI OF THE APPLEWOOD VILLAGE SHOPPING CENTER. THE SCOPE OF THE PROJECT INCLUDES THE CONVERSION OF P MULTI-TENANT RETAIL BUILDING. SURVEYOR FLATIRONS, INC. 655 FOURTH AVE. LONGMONT, CO 80501 303-776-1733 CONTACT: JOHN B. GUYTON ARCHITECT NAOS DESIGN GROUP 4949 SOUTH SYRACUSE STREET, SUITE 460 DENVER, CO 80237 (720) 360-4844 CONTACT: DICKANSTETH, NCARB, LEEDAP PROPERTY OWNER REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 6900 GREENWOOD VILLAGE, CO 80111 (303) 300-5335 CONTACT: TOM METZGER DEVELOPER REGENCY CENTERS 8480 EAST ORCHARD ROAD, SUITE 6900 GREENWOOD VILLAGE, CO 80111 (303) 300-5335 CONTACT: TOM METZGER VICINITY MAP - CO-58 2 ,LU 1 » \ 1- \ U) . \Of \LU Z ow L APPLEWOOD. O E SHOPPING --OD CENTER fr3,00 A0- U. 1 SHEET INDEX 1 OF 20 COVER SHEET 1 OF 4 ALTA SURVEY 2 OF 4 ALTA SURVEY 3 OF 4 ALTA SURVEY 4 OF 4 ALTA SURVEY 6 OF 20 OVERALL SITE PLAN 7 OF 20 SITE PLAN (EAST) -U 8 OF 20 SITE PLAN (WEST) 9 OF 20 SITE DETAILS 10 OF 20 SITE DETAILS 11 OF 20 OVERALL GRADING PLAN 12 OF 20 OVERALL UTILITY PLANi -- 13 OF 20 UTILITY DETAILSf-«r--14 OF 20 LANDSCAPE PLAN (EAST) - 15OF20 LANDSCAPE PLAN (WEST) - 16 OF 20 LANDSCAPE NOTES AND DETAILS 11 17 OF 20 PHOTOMETRIC PLAN 1 18OF20 BUILDING ELEVATIONS 19 OF 20 BUILDING ELEVATIONS 20 OF 20 BUILDING PERSPECTIVES '64- THE CONVERSION INCLUDES RELOCATION OF THE ENTRANCES IN THE FRONT ¢* Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS V 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC OF THE BUILDING, AS WELL AS RE-CONFIGURATION OF THE TRUCK DOCK AREAS IN THE REAR DRIVE AISLE. THE EXISTING GARDEN CENTER ON THE NORTH SIDE OF THE BUILDING IS ALSO PROPOSED TO BE DEMOLISHED. SITE ENHANCEMENTS ARE PROPOSED AS PART OF THE PROJECT, INCLUDING A PEDESTRIAN AMENITY ZONE IN FRONT OF THE BUILDING AND LANDSCAPING IMPROVEMENTS THROUGHOUT THE SITE. AS PART OF THE PROJECT, THE FRONT PARKING FIELD WILL BE RE-CONFIGURED TO IMPROVE VEHICULAR CIRCULATION THROUGHOUT THE EXISTING SHOPPING CENTER. THE TWO EXISTING ACCESS POINTS IN THE NORTH PORTION OF THE SITE ARE PROPOSED TO BE RELOCATED, WHICH WILL REQUIRE EXISTING GRADE IN THE FRONT PARKING FIELD TO BE MODIFIED UP TO ONE TO TWO FEET IN SOME AREAS. WITH THE RECONFIGURATION OF THE PARKING FIELD, EXISTING INLETS WILL ALSO NEED TO BE RE-LOCATED AND STORM SEWER WILL NEED TO BE INSTALLED TO ACCOMMODATE THE NEW SITE LAYOUT. .h - 1 W 32ND AVE 74#3 1 , f I PREL[IMIONARY NOT FOR CONSTRUCTION (13 NORTH 1"= 1000'STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION: 1ST SUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: DESCRIPTION: NO.: 4 DATE: -BY: DESCRIPTION: NO.: 5 DATE: - ' BY: DESCRIPTION: SIGNATURE BLOCKS NO.: 6 DATE: -BY: - DESCRIPTION: OWNER'S CERTIFICATE COUNTY CLERK & RECORDER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. 1 (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) 1 HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNT CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK .M. ON THE DAY OF A. D., IN BOOK , PAG E ,RECEPPON NO. DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO. JGS DRAWN BY:DRAWING FILE: JGS TOM METZGER FOR REGENCY CENTERS, L.P. STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A. D. 20 BY JEFFERSON COUNTY CLERKAND RECORDER BY: DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF BY THE WHEAT RIDGE PLANNING COMMISSION. , PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO H O 1 j .) .1 11 € : 1.-'0.2 2.31 i J =-ro t 1 1 '1'f 20 at WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: CLIENT: CHAIRPERSON NOTARY PUBLIC REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 CITY CERTIFICATION TEL: (303) 300-5300 SURVEYOR'S CERTIFICATE APPROVED THIS DAY OF , BY 1'141'a"FL'Ali,amyiNCit&*ZI 1, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF APPLEWOOD SHOPPING CENTER WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STA-UTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR SHEET TITLE: COVER SHEET SHEETNUMBER: 1 OF 20 COMMUNITY DEVELOPMENT DIRECTOR (SURVEYOR'S SEAL)SIGNATURE L 4#SITE Parcel Description (PROVIDED BY CUENT) DEED RECORDED ON 1 /18/2009 AT REC. NO. 2009001664 A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, COUNTY OF JEFFERSON, STATE OF COLORADO. LAND 1 VSU EVEiHTL,t A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO e SHEET 1 OF 4 TOTAL AREA = 999,144 SQ FT, OR 22.94 ACRES, MORE OR LESS f 1 0, 40 0 :ret Parcel Description COURSE: N76'32'04"E LENGTH: 700.82'UJCOURSE: SOO°45'58"E LENGTH: 666.28' 1- COURSE: N86'06'03"W LENGTH: 0.66' 0 COURSE: SOO»52'54"E LENGTH: 688.58' COURSE: S89'07'06"W LENGTH: 685.04' COURSE: N00*54'38"W LENGTH: 24.35' COURSE: S89'28'52"W LENGTH: 134.04'lillill COURSE: NOO'53'20"W LENGTH: 667.85' COURSE: N89'27'37"E LENGTH: 144.00' COURSE: NOO'53'20"W LENGIH: 200.00' COURSE: S89*27'37"W LENGTH: 144.00' COURSE: NOO'53'20"W LENGTH: 135.62' LENGTH: 237.72'RADIUS: 182.00' DELTA: 74'50'09"COURSE: N37*28'00"E CHORD: 221.17' Notes 1. STEWART TITLE GUARANTY COMPANY COMMITMENT NUMBER 17000310906, DATED AUGUST 7, 2017 AT 5:30 P.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. THE 1 PROPERTY SHOWN AND DESCRIBED HEREON IS A PORTION OF THE PROPERTY DESCRIBED IN SAID TITLE COMMITMENT. 2. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS : . . AFTER YOU ERST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORESITE- D THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. el .THIS ALTA/NSPS LAND TITLE SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF REGENCY CENTER AND STEWART TITLE GUARANTY COMPANY, · NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.La Quinta Inn ,4 + .'A THIS SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.Denver Golden - ... . BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N0033'20"W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE - SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND 3/4" BRASS TAG, STAMPED "LS 24966" AT THE SOUTHWEST CORNER OF SAID LOT AND- 2. Applelack Wiht-&;Sofrits O FOUND 1 -1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,f. , .7.-1 it.. I 0 1.''· · · CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. . WITH REGARD TO TABLE A, ITEM 11, SOURCE INFORMATION FROM PLANS AND MARKINGS HAVE BEEN COMBINED WITH OBSERVED EVIDENCE OF1 - . ... /6 ·6¢·. Chilit 4 UTILITIES PURSUANT TO SECTION 5.E.iv. TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES. HOWEVER LACKING EXCAVATION, THE EXACTLD- . ·- - · LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, ....811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE. A PRIVATE , 1 . . .UTILITY LOCATER WAS HIRED FOR THE PREPARATION OF THIS SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEYW ' 37.nlA ve TO LOCATE BURIED UTILITIES AND STRUCTURES. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR , UTILITY COMPANY PRIOR TO ANY EXCAVATION, PURSUANT TO C.R.S. SEC. 9-1.5-103. (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 11)MAP DATA © 2017 GOOGLE . L : 4 1 ....te_ . .I. .4 + F '.2 1 4...3.1 / 4 3 4 5 6 3rill & Bar t, PERIMETER:4,429' 0 AREA:999,144 SQ. FT.0 ERROR CLOSURE:O.01 S WCOURSE:N36'35'55"W of ERROR NORTH:0.009 ERROR EAST:-0.007 PRECISION 1:442896.00 #32 DEC. 1,1972 BK. 2451, PG. 672 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT 111111111 #33 DEC. 29, 1972 BK. 2459, PG. 862 8' PUBUC SERVICE COMPANY OF COLORADO EASEMENT .--G rr) * LO CD boO C #35 JUL. 3, 1975 BK. 2745, PG. 737 8' PUBUC SERVICE COMPANY OF COLORADO EASEMENT #40 AUG. 19, 1977 REC. NO. 909490 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER DEC. 28, 1977 REC. NO. 949552 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER NOV. 18, 1982 REC. NO. 82081092 AMENDED #2 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER OCT. 22, 1984 REC. NO. 84099038 AMENDED #3 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER SEP. 11, 1986 REC. NO.86108656 AMENDED #4 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER ;,SEP. 2, 1994 REC. NO. 94145758 AMENDED #5 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER SEP. 22, 1995 REC. NO. F0119560 AMENDED #6 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER FEB. 14, 2005 REC. NO. F2172791 AMENDED #7 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER DEC. 30, 2010 REC. NO. 2010119958 AMENDED #8 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER 0*JUL. 20, 2016 REC. NO. 2016070522 AMENDED #9 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER 22)JUL. 25, 2017 REC. NO. 2017076232 AMENDED #12 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER #43 OCT. 7, 1985 REC. NO. 85096474 20' SANITARY EASEMENT Co #44 JUN. 13, 1986 REC. NO. 86064188 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT 09 :#45 JUN. 13, 1986 REC. NO. 86064191 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT #46 JUL. 22, 1986 REC. NO. 86082220 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT < 6 #52 NOV. 29, 1989 REC. NO. 89101624 TRAFFIC SIGNAL EASEMENT E #55 FEB. 27, 1990 REC. NO. 90016475 30' WATER EASEMENT Ck Ck= N== E #56 FEB. 27,1990 REC. NO. 90016476 30' WATER EASEMENT E-4 2 CEI #58 APR. 23, 1990 REC. NO. 90032752 FIRE UNE AGREEMENT AREA 0 0 [ #61 NOV. 10, 1993 REC. NO. 93186124 80' DENVER WATER BOARD CONDUIT EASEMENT #65 MAR. 1, 1996 REC. NO. F0193712 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION PLAT k » rJUN. 19, 2017 REC. NO. 2017062830 QUITCLAIM DEED TO THE ABOVE U c #70 NOV. 29, 2012 REC. NO. 2012128282 DENVER WATER UCENSE AREA 12 Z .-1 0- WI#79 AUG. 7, 2017 REC. NO. 2017081101 APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 1 PLAT 2 Vicinity Mai SCALE: 1' = 500 Legend - FOUND ALIQUOT MONUMENT AS DESCRIBED ® FOUND MONUMENT AS DESCRIBED 63 FOUND BRASS TAG AS DESCRIBED £ CONCRETE Ill EDGE OF ASPHALT GRAVEL/COBBLES 4*Or44. FLAGSTONE il 'i i'i'! BRICK x FENCE o HANDRAIL -O- SIGN ® BOLLARD DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) al X"/X' CONIFEROUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) HANDICAP PARKING SPACE REI NO PARKING W WATER LINE -im)- WATER LINE SCALED FROM MAPS WATER MANHOLE WVt><| WATER VALVE e WATER METER 13° WATER SHUT OFF 4 FIRE HYDRANT & FIRE DEPARTMENT CONNECTION IRV IRRIGATION VALVE IRR - IRRIGATION LINE -IRRCm)- IRRIGATION LINE SCALED FROM MAPS ss- SANITARY SEWER LINE -5(m)- SANITARY SEWER LINE SCALED FROM MAPS SANITARY SEWER MANHOLE 8 CLEANOUT < sT- STORM SEWER UNE -ST(m)- STORM SEWER LINE SCALED FROM MAPS © STORM SEWER MANHOLE 8 ROOF DRAIN (5) AREA DRAIN c- ELECTRIC UNE . 0 e E(m)- ELECTRICAL LINE SCALED FROM MAPS TRANSFORMER ELECTRIC METER ELECTRIC RISER ELECTRICAL PANEL/BOX £ ELECTRIC VAULT LIGHT POLE * DECORATIVE LIGHT ovu- OVERHEAD UTILITY LINE 736 UTILITY POLE TRAFFIC UGHT TRAFFIC VAULT civ- CABLE TV LINE Fo- FIBEROPTIC LINE Fo(m)- FIBEROPTIC LINE SCALED FROM MAPS E FIBEROPTIC RISER FO91 FIBEROPTIC VAULT T- TELEPHONE LINE ·T(m)- TELEPHONE LINE SCALED FROM MAPS TELEPHONE RISER c GAS UNE ·G(m)- GAS LINE SCALED FROM MAPS GVt><1 GAS VALVE - GAS METER UTILITY, IRRIGATION OR GREASE TRAP MANHOLE UNIDENTIFIED VAULT t><| UNIDENTIFIED VALVE AIR CONDITIONER UNIT +LOCATION OF FINISHED FLOOR r FLAGPOLE MAILBOX 0 POST DONC.CONCRETE FFE FINISHED FLOOR ELEVATION ELEV ELEVATION INV INVERT OVH OVERHANG COV.COVERED -)• INDICATION OF ACCESS 7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C. R.S. SEC 18-4-508. WHOEVER WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER, QUARTER-SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES, CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH. 18 U.S.C. § 1858. 8. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. 9. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D (DIGITAL TERRAIN MODELING) SOFTWARE BETWEEN ACTUAL MEASURED SPOT ELEVATIONS. DEPENDING ON THE DISTANCE FROM A MEASURED SPOT ELEVATION AND LOCAL VARIATIONS IN TOPOGRAPHY, THE CONTOUR SHOWN MAY NOT BE AN EXACT REPRESENTATION OF THE SITE TOPOGRAPHY.THE PURPOSE OF THIS TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND TO SHOW SURFACE DRAINAGE FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN SPECIFIC AREAS OF DESIGN. TOPOGRAPHY SHOWN HEREON COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS. 10. BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK AT THE SOUTHWEST CORNER OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BEING A FOUND 1 -1/2" ALUMINUM CAP, ILLEGIBLE WITH AN ELEVATION OF 5519.20 FEEL A CHECK SHOT, 0.1'=E, WAS TAKEN ON CITY/COUNTY OF WHEAT RIDGE POINT PHAC-2, BEING A CITY OF WHEAT RIDGE ALUMINUM DISK, STAMPED "CITY OF WHEAT RIDGE, SURVEY MONUMENT, DO NOT DISTURB, PHAC-2" LOCATED 0.3 MILES FROM SITE, WITH A PUBLISHED ELEVATION OF 5451.56 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION 11. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN. 12. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL NO. 08059C-0194 F, DATED FEBRUARY 5, 2014. FLOOD INFORMATION IS SUBJECT TO CHANGE (ALTA/1%ISPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 3). 13. DATES OF FIELDWORK: AUGUST 16-23, 2017 (CREW CHIEF T. FENDICK) 14. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THIS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 15. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 999,144 SQ. FT. OR 22.94 ACRES, MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A DETERMINATIVE FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR THIS REASON, THE AREA IS SHOWN AS A "MORE OR LESS" FIGURE, AND IS NOT TO BE RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 4). 16. THE SUBJECT PROPERTY IS ZONED PCD, PLANNED COMMERCIAL DEVELOPMENT, PER CITY OF WHEAT RIDGE, AS RESEARCHED ON SEPTEMBER 22, 2017. A ZONING REPORT OR LETTER WAS NOT PROVIDED BY THE CLIENT AT THE TIME THE SURVEY WAS COMPLETE. (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 6). 17. THERE ARE 1,078 REGULAR PARKING SPACES, AND 53 HANDICAP SPACES ON THE SUBJECT PROPERTY FOR A TOTAL OF 1,131 PAINTED PARKING STALLS ON THE SUBJECT PROPERTY (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 9). 18. OWNERSHIP INFORMATION IS PER COUNTY OF JEFFERSON WEBSITE AS RESEARCHED ON SEPTEMBER 22, 2017 AND IS SUBJECT TO CHANGE (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 13). 19. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 16). 20. THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK (ALTA/NSPS LAND TITLE SURVEY TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, ITEM 17). 21. FENCES ARE NOT COINCIDENT WITH LOT UNES AS SHOWN HEREON. 22. CONCRETE BLOCK WALLS & CONCRETE PAN CROSS THE SUBJECT PROPERTY LINE AS SHOWN HEREON. 23. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE DOCUMENT AND ARE SHOWN GRAPHICALLY HEREON. THE FOLLOWING LIST CONTAINS THE TITLE DOCUMENT EXCEPTION NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE #10 MAR. 20, 1936 BK. 379, PG. 68 80' DENVER WATER BOARD CONDUIT EASEMENT #11 MAR. 26, 1951 BK. 712, PG. 339 80' DENVER WATER BOARD CONDUIT EASEMENT #14 JUN. 22,1959 REC. NO. 763416 APPLEWOOD VILLAGE PLAT #17 AUG. 23, 1960 BK. 1297, PG. 351 16' SANITARY SEWER EASEMENT #18 AUG. 23, 1960 BK. 1297, PG. 355 16' SANITARY SEWER EASEMENT #21 DEC. 31, 1964 BK. 1768, PG. 164 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT #22 NOV. 5, 1965 BK. 1832, PG. 558 10' SANITARY SEWER EASEMENT #23 JUN. 8, 1966 BK. 1877, PG. 157 5' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT #24 NOV. 4, 1966 BK. ·1906, PG. 652 10' SEWER EASEMENT #25 JAN. 9, 1967 BK. 1916, PG. 458 50' UTILITY EASEMENT #29 OCT. 21, 1971 BK. 2309, PG. 906 10' PUBLIC SERVICE COMPANY OF COLORADO EASEMENT #30 OCT. 31, 1972 BK. 2440, PG. 840 WATER EASEMENT 24. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE DOCUMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY .OWING LIST CONTAINS THE TITLE DOCUMENT EXCEPTION NUMBER, DATE RECORDED, RECEPTIC DITCH & DITCH RIGHTS DECLARATION OF PROTECTIVE & RESTRICTIVE COVENANTS AGREEMENT FOR CONCRETE CONDUITS CROSSINGS DECLARATION OF COVENANTS & AGREEMENTS ORDER OF CONSOLIDATION-WHEAT RIDGE FIRE PROTECTION DISTRICT COVENANTS & RESTRICTION RESPECTING UNIFIED OWNERSHIP OF PROPERTY COVENANTS & RESTRICTION RESPECTING UNIFIED OWNERSHIP OF PROPERTY SHORT FORM LEASE MEMORANDUM OF LEASE AGREEMENT MEMORANDUM OF LEASE AGREEMENT MEMORANDUM OF LEASE AGREEMENT FIRE UNE AGREEMENT BLANKET RECIPROCAL EASEMENT MEMORANDUM OF LEASE AMENDED MEMORANDUM OF LEASE PERPETUAL STATUTORY LIEN LANDLORD AGREEMENT WHEAT RIDGE ORDINANCE NO. 1562, SERIES OF 2014 MEMORANDUM OF LEASE MEMORANDUM OF LEASE CITY OF WHEAT RIDGE COMMUNITY SERVICES TEAM UEN GROUND LEASE THE ABOVE REFERENCED TITLE DOCUMENT AND DO NOT APPEAR TO AFFECT THE SUBJECT nTLE DOCUMENT EXCEPTION NUMBER, DATE RECORDED. RECEPTION NUMBER AND/OR BOOK A BUT CANNOT BE SHOWN GRAPHICALLY. THE FOLL NUMBER AND/OR BOOK AND PAGE. #9 MAY 10,1880 BK. 9, PG. 268 #13 JUN. 18, 1959 BK. 1201, PG. 323 #27 JUN. 24, 1971 BK. 2272, PG. 148 JUL. 27,1972 BK. 2403, PG. 294 #28 OCT. 21, 1971 BK. 2305, PG. 895 #34 MAY 12, 1975 BK. 2728, PG. 300 #39 NOV. 12, 1976 BK. 2926, PG. 630 #47 NOV. 18, 1987 REC. NO. 87140164 #48 OCT. 19, 1988 REC. NO. 88102321 #49 APR. 17, 1989 REC. NO. 89032473 #53 DEC. 26, 1989 REC. NO. 89111291 #62 AUG. 30, 1995 REC. NO. F0108078 #66 MAR. 1, 1996 REC. NO. F0193714 #68 FEB. 28, 2011 REC. NO. 2011021154 MAR. 29, 2016 REC, NO. 2016028478 #69 AUG. 12, 2011 REC. NO. 2011073711 #72 OCT. 21, 2014 REC. NO. 2014089542 #73 JAN. 13, 2015 REC. NO. 2015003310 #75 OCT. 4, 2016 REC. NO. 2016102072 NOV. 17, 2016 REC. NO. 2016120923 #76 DEC. 9, 2016 REC. NO. 2016130751 #78 JUL. 11, 2017 REC. NO. 2017071245 25. THE FOLLOWING DOCUMENTS ARE MENTIONED IN PROPERTY. THE FOLLOWING LIST CONTAINS THE PAGE. #12 MAR. 22, 1956 BK. 986, PG. 343 #14 MAR. 12, 1968 BK. 2003, PG. 554 SEP. 27, 1968 BK. 2051, PG. 221 #15 JAN. 29, 1960 BK. 1250, PG. 382 #16 JAN. 29, 1960 BK. 1250, PG. 384 #19 SEP. 24, 1962 BK. 1524, PG. 64 #20 OCT. 30, 1963 BK. 1652, PG. 38 #26 FEB. 26, 1968 BK. 1916, PG. 458 #31 NOV. 24,1972 BK. 2449, PG. 154 #36 OCT. 1, 1975 BK. 2775, PG. 119 #37 AUG. 30, 1976 BK. 2896, PG. 160 #38 SEP. 17, 1976 BK.2904, PG. 162 #40 JUL. 25, 2017 REC. NO. 2017076230 JUL. 20, 2016 REC. NO. 2016070524 #41 MAY 30, 1978 REC. NO. 78048312 #42 OCT. 25, 1978 REC. NO. 78098329 #50 JUL. 19, 1989 REC. NO. 89061577 #51 JUL. 19, 1989 REC. NO. 89061578 #54 FEB. 27, 1990 REC. NO. 90016474 #57 MAR. 14, 1990 REC. NO. 90020962 #59 FEB. 5, 1991 REC. NO. 91010272 #60 MAR. 12, 1993 REC. NO. 93032730 #63 FEB. 8, 1996 REC. NO. F0183243 #64 MAR. 1, 1996 REC. NO. F0193344 #67 FEB. 6, 2009 REC. NO. 2009010920 #71 AUG. 21, 2013 REC. NO. 2013103709 #74 FEB. 5, 2016 REC. NO. 2016011628 #77 FEB. 22, 2017 REC. NO. 2017030262 Surveyofs Certificate N 1-4 64 1 002 0 1- 10 w0 g g0.21Z LLI -rr) O Z -/*.90 010:82 0 %20 CO9 m ..E t., orND 0 0- RESERVATION OF EASEMENT (SOUTHERLY PORTION OF LOT 1, APPLEWOOD VILLAGE dER -O SHOPPING CENTER FILING NO. 2)a P Mae19=Or,3 CERTIFIED COPY OF RESOLUT'lON (LOTS 23 & 24, BLOCK 1, APPLEWOOD VILLAGE)-U M Wor-x' QUITCLAIM DEED (LOTS 23 & 24, BLOCK 1, APPLEWOOD VILLAGE)1 5.0 0 0° A ATELEPHONE EASEMENT (LOTS 20 & 25, BLOCK 1, APPLEWOOD VILLAGE) .%M O 4 91- TELEPHONE EASEMENT (LOTS 20 & 23, BLOCK 1, APPLEWOOD VILLAGE)CU S=> <*z - *.mz>OIL, GAS, & MINERAL RIGHTS (NORTHEAST OF THE INTERSECTION OF YOUNGFIELD ST. & W CE n r J 32ND AVE.)Foroto.E E ,WOO PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (LOT 3, APPLEWOOD VILLAGE 4 R !&4 V*, SHOPPING CENTER FILING NO. 2)2 22 106*<2 UTILITY EASEMENT (LOT 23, BLOCK 1, APPLEWOOD VILLAGE)4 $ YmtdTELEPHONE EASEMENT (SOUTHERLY PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING tb k to CENTER FILING NO. 2) ·- RIGHT-OF-WAY EASEMENT (LOT 1, APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT) t· o # LoAPPLEWOOD VILLAGE DEVELOPMENT PLAN AGREEMENT WIn 2-' ro >octPUBLIC SERVICE COMPANY OF COLORADO EASEMENT (SOUTHERLY PORTION OF LOT 1, <00 i 1APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2)0 E 8 E RAMENDED #13 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER (APPLEWOOD VILLAGE SOUTHWEST CORNER)D G.20AMENDED #11 DEVELOPMENT PLAN FOR APPLEWOOD VILLAGE SHOPPING CENTER OZ W (APPLEWOOD VILLAGE SOUTHWEST CORNER)r, i 4.3··-·· PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (LOT 20, BLOCK 1, APPLEWOOD Qi O VILLAGE)Qi 4- x PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NEAR LOT 21, BLOCK 1, APPLEWOOD VILLAGE) PERMANENT EASEMENT (PART OF W 32ND AVE R.O.W.) PERMANENT EASEMENT (PARK OF W 32ND AVE R.O.W.) RIGHT-OF-WAY AGREEMENT (NORTH OF APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT) PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NORTH OF APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT) PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NORTHEAST CORNER OF APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT) AGREEMENT FOR USE & POSSESSION OF REAL PROPERTY (LOTS 19, APPLEWOOD VILLAGE) WATER EASEMENT (SOUTHERLY PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2) WATER EASEMENT (LOT 2, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 1) - PUBLIC SERVICE COMPANY OF COLORADO EASEMENT (NORTH OF W 32ND AVE R.O.W.) DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PLANS (SOUTH & WEST OF SITE) APPLEWOOD VILLAGE SOUTHWEST CORNER PLAT - 5' WATER EASEMENT (SOUTHERLY PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING 21al¥.1,UKIA3•:VE 'WhCENTER FILING NO, 2) g 1 \F 16406 Z60\\W .& g i I•••••' 451/ONA l LAND...r19EAL) JOB NUMBER: 17-69,815 ¢VhI I Depositing Certificate DEPOSITED THIS --- _DAY OF ,20_ AT _0'CLOCK - M. IN BOOK OF LAND SURVEY PLATS AT PAGE ,OF THE RECORDS OF JEFFERSON COUNTY, COLORADO. SIGNED: TO REGENCY CENTER AND STEWART TITLE GUARANTY COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4. 5, 6(B), 7(A), 8, 9, 11, 13, 16, 17 AND 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON AUGUST 23, 2017. PURSUANT TO COLORADO STATE BOARD OF LICENSURE FOR PROFESSIONAL LAND SURVEYORS RULE 6.2.2 THE UNDERSIGNED FURTHER CERTIFIES THAT THIS MAP OR PLAT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE, IS ACCURATE TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. DATE: 08-30-2017 DRAWN BY: E. DAVIS CHECKED BY: JK/WW/JZG TI TLE:JOHN B. GUYTON COLORADO P.L.S. #16406 CHAIRMAN & CEO, FLATIRONS, INC. M V SHEET 1 OF 4 BY:EDAVIS FILE:69815-ALTA (C 17).DWG DATE:11/16/2017 2:57 PM =1,<-WW- 0 1; 1 I 1' 5498 - - - - *0 E ALTA/NGPS LAND TITLE SURVEY 111111111 SANITARY MANHOLE RIM ELEV: 5498.04' INV IN: 5486.40' (SW) 8" CLAY INV IN: 5480.11' (SW) 8" CLAYINV IN: 5480.06' (N) 8" CLAYINV OUT: 5479.98' (NE) 8"_=2*A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE STORM MANHOLE RIM ELEV: 5497.9='NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M.,INV IN: 5491.70' (NE) 15" CA INV IN: 5491.70' (SE) 18" CA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO INV OUT: 5491.58' (SW) 48"_g ---* - FOUND 1-1/2"SHEET 2 OF 4 -ALUMINUM CAP SANITARY MANHOLE -*(0%(9531.0, -\\ILLEGIBLE cnRIM ELEV: 5498.52'3909 STORM GRATE '* 9 |GRATE ELEV: 5498.09' ..0-4.'OVO . INV IN: 5488.30' (S) 8" CLAY -1 INV IN: 5494.55' (N) 18" CMPN INV OUT: 5488.12' (N) 8" CLAY STORM INLET INV IN: 5492.52' (SE) 36" CMP«GRATE ELEV: 5498.93' \INV OUT: 5492.33' (NW) 18" CMP *|A 0a.," __i°INV IN: 5491.42' (NE) 48" CMP .01 - 08 INV OUT: 5491.31' (SW) 48" CMP balts...2./1£1.* 'NlrooSS(m) NORTH ovo- G --03n....... .SS 1 L..1 -f==,(550317 STORM MANHOLE RIM ELEV: 5500.05' # 4 I -INV IN: 5490.06' (NE) 48" CMP-1 /·51 -:S INV IN: 5490.03' (SE) 48" CMP \,n _sl/ED->--3 INV OUT: 5489.60' (SW) 48" CMP_31;Jfi--- G---E-5-.bi-55.-mon)STORM INLET GRATE ELEV: 5499.06'-•liekSTORM MANHOLE- --+INV IN: 5486.63' (I,IW) 48" CMP.SS-4 RIM ELEV: 5500,77'1INV IN: 5486.27' (NE) 48" CMP_-·-00--G-,5.er'¥ INV IN: 5493.70' (SE) 12" CPP7INV OUT: 5495.26' (SE) 18" CMP,eWr---- %INV IN: 5492.79' (SE) 36" CMP- 0-INV OUT: 5492.65' (NW) 48" CMP- - - -3449Jll/1/- 1-3-0«] 77»-*I :0-ROASTRIPIIi M- -44:kNC2STORM INLET--7-,1 - GRATE ELEV: 5499.12' * L=246.06' (AM) 245,46' (P) 1 JNV IN: 5496.94' (S) 1X2FT" EL.UP04(SEE NOTE 22)-7 10-ss.-*R=1 82.00' (AMMP)-40'0-'f INV OUT: 5496.78' (N) 18" CMP \ \..c--I»0'-7- u / .-L-s:Em Irt.*00.-y'< 4,<4 7 v 1- 1=77'27'42" (AM) 1- _| _1-- \44 2 5502 -6- 77'25'57" (P)-k- -T - / FOUND 1-1/2" -91m CH=N37'48'20"E (AM) c 12'/14' -g- ALUMINUM CAP, 227.74' (AM) 227.67' (P) *- 9.41 CH=N37°48'56"IE (P)v ILLEGIBLE 1 7 11 SANITARY MANHOLERIM ELEV: 5500.57':/*1 - INV IN: 5490.72' (S) 8" CLAY, /* L .- . - --- , ,0¢, CY ' €9-»+52)11 -a-· t./ , 421_STORM GRATE ' )-E(m)-E(m) - . ']INV OUT: 5490.67' (NE)SYE{m)-E(rn).--Wn' \-GRATE ELEV; 5500.56' .. INV: 5495.37' (E) 18" CMP\ -Folrn)- FOOn)- . 5 PARKING SPACES N: 1 1 -5502- _ ftE \ k 9-3 1 /7 V 729741I * I'f \11\ 3 \1 . // I d 7-* #p-Bus STOP f SHELTER E -3 9 . - 5 * ¢er:j n- El 4q 29 N GRATE INLET| ,5503 _ - . -1 I \-GRATE ELEV: 5501.72' . 5 PARKING SPACES 1 It INV OUT: 5499.53' (E) 18" RCP U-OTHER END NOT FOUND52 %ASPHALT PARKING LOT %7) 0_PARI<lid SPACES \ /1 --*I- ----rt: 7 r-OTHER END, NOT FOUNDL- 114 19:12"/ STORM INLET DRATE ELEV: 5503.44' NV OUT: 5500.89' (E) 12" PVC 6 PARKING SPACES \ ·12"/12' \ PARRING SPACESi l 'FOUND 3/4" BRASS 1- -f -T 14CART RETURN TAG, STAMPED "LS 24966"Ill -12"/12'1% SEWER EASEMT ff Lt(BK. 1832, PG. 558) E l /2 » Z 12 / 05 -5504- _ <C 1 Tri e J 0O :4 \. i 060' T 1.-7-5. 1 44 4 .4 lA Alk.1-44-1 y y ANCE35131 1 ,-*009--WEST:E +'< (SEE NOTE 22) .4- 4 -- I-'i -7-9,--12»67 - -- Tifil, 32 8-'- ---- +31MBRXTE.: ff,04*.b .1 1 4 1 £0- . . - - ....,112 - 1 2 7 11111111 01 A * LO (0 h 0 3 - 3 -- -- - - «Lee¢2 » (SEE NOTE 22) --1.-INV OUT: 5492.90' (NW) 36" Cpp" * 8.7. da61»LE - --2- -*...+**'-- 7 I 4 - G-v,N(,rO I551>.1.--L-*eiar- . -ADDITIONAL :OLUMNS (TYP.)SANITARY MANHOLE 44·Flrn)- RIM ELEV: 5500.62'(»A )---7. <i,mlee#Mt%3749 9 " -.1 ·. ##--*-1--5507· - -.2.1,4.:2'1-Ld, 4 - / 9/ 1\, .'.1.,4 .... :.1/INV IN: 5489.16'' (NE) 8" CLA ,93 &. e»- QUJ' ./621#Fghtit ALARM PANEL . f '·./ 'llt1INV IN: 5489.05' (SW) 8" CLA 04 FOO 4 . 421.... 1- INV OUT: 5488.92' (N) 8" CL,· .4 . 1 A. A 0,5501-ss ---ia>=1 . =---- \ -4 7 * 4 .1 4,4. A , . - It,5506· 1-7 1-4-·--*:224:Ess€92 6 \ git?113.3'Y rr-'-1 (31 F.F.E: 5507.25' 94I I \121g--1 50 0(- ,-8712' Crl.N,6./1 =*A[13 ---7- - 41'<ING SPACES / \ 8-1ac « O Z STORM GRATE F,F,E: 5507.15'r,e ULGRATE ELEV: 5500.77' -1501 -19- /66 INV OUT: 5495.71' (SW) 12" CPP .F.F.E: 5507.15'-F.F.E: 5507.17'/ -f 5507.18'(THRESHOLD) " 41 0Ct: 1 8"/8' F.F.E: 5507.12' - 24h X _ ge_.i . .-4 (THRESHOLD)0 4 . CE'0/ I .1 " . [\1\ 1 - 0424'2'14 ./ \\1 \10' UTILITY-+ E u/ /65-Mi EASEMENT (P2) 1-E(m)OE(m 3-0*m<114 SPADES-E-1 -aL-¥-kr-72%65 CE 5 PARKING SPACES / ; , SPIGOTSTORM INLET ASPHALT PARKING LOT / -GRATE ELEV: 5501.43'0In U / - -INV IN: 5495.12' (NE) 12" CPP 1\ ///1 INV OUT: 5494.90' (NW) 12" CPP 1 j / 5502- t- -w 11 PARKIN G SPACES 1 4 F.F.E: 5507.14' \ 1 k:\ 3"/10' t. g CART RETURN / ... ·d GRATE ELEV: 5500.79' STORM GRATE INV IN: 5494.66' (S) 24" CPP INV OUT: 5494.35' 04) 36" CPP 1 \\ STORM INLET *-F.F.E: 5507.22' 4 GRATE ELEV: 5501.95' . \ \G ME INV IN: 5494.81' (SE) 36" CMP \ \17 PARK#G SPACES ' 7.00 IF.F.E: 5507.04'7 0 0 -Ld iIN*,44!I: 5494.67' (N) 36" CMP /1 1 -1 \51-8STAIRS-71 \ ·1 - ..M on of ICd , SANITARY MANHOLE (O zRIM ELEV: 5502.83'2 19 NiA(UNABLE TO ACCESS, UNDER STAIRWELL)2 CO '4. · r-1\ \\ 1 -4-CART RETURN SANITARY MANHOLE @d E %625 BK. 2309, PG. 906) \ \ 6 \ \ RIM ELEV: 5501.99'48 4 wER INV OUT: 5491.06' (E) 8" PVC 90.5 2 . 70 + INV IN: 5491.14' (W) 6" PVC- .50.2 G. A = b 5 30.1. 22 PARKING SPACES ,0%>a 05 Ill-5504- 7 1 GRAPHIC SCALE 49)4 lEa 0 LLI OA&1*ALT PARKING LOT / 0 1 -0 F) 1SANITARY MANHOLE •*,50 4 [r -1-h -3 20 PARKING SPACES * 3 HAND.ICAP SPACES . ,.£-7 0 INV IN: 5489.47' (W) 8" CLAY- 0. 44 k gma-1RIM ELEV: 5499.99' ..,T % 10 0 f 5,INV IN: 5489.47' (S) 8" CLAY .-I ..W tb * F) < I £23 LJ £234 INV OUT: 5489.43' (N) 8" CLAY/h P 4 .5 y ( IN FEET )F) 1 6.1 8 12 11 · FF.E·. 5507.31'CONTOUR INTERVAL = 1 FOOT F.F.E: 5507.11'1 1 0 b w 10 2, 11 inch = 30 ft h >02STAIRS -' co < co L , ul(rn) Or-G -411(rn)-<G,ligiG (PUBLIC ROAD)ASPE[ALT ROAD - Y Y.ss *4 • d. 4 4 4 4, Tel -1 8"/14' 0-£ 11*m [\ 1 4 LEOCrol- - -5501--- .. i DA ANG ES 4 . 4 %. A 0 1. b· 2 12714' E W 4 4 ·4 STAIRS -5 Ad}<IKG SpicEs/E E 1939 j PAR SP N li 0 4 J 0 inS E-ILIi UNVE[. 40 44 4 . : 52.398.7' 32.9' 0 S 40«4 4 5501 - 4 4 ---5505 - ·<5507 j \44 4 --5503 lul- 1 J 0 00 4. 4/ Oft-3 0 1S --9099 - FO(m) .1S X If) 0 ALTA/NSPS \ 1\ 31.4' U' U 01 1 E 0 1AA/LA 5504 -15 30 6 --cp 1e 0 1 L==F=55,0 CD re] \ti2122'CD E 8 F rn)-FOOn)-FO(m)-90939- ro(m) - 1 2; q. u.'@ 0 K K -UB.- -Ill ,i , /19'PARNG .6= & HAILICK ES / O 1 4 -' - -8 PARRING SPACES A PORTION OF LOT 1 0 0 z m CSTORM INLET ,|i GREASE TRAP 0 4- 0 2 4-GRATE ELEV: 5505.47'APPLEWOOD VILLAGE 1 I-RIM ELEV: 5506.91'· 05505 INV OUT: 5503.12' (NE) 18" CMP 0 A|8 PARKING SPACES SHOPPING CENTER FILING NO.2 <BOT OF MH: 5500.81' 0 0 Ai>41\«tfulo -4 GREASE TRAP |-COLUMN (TYPJ E-4 :\ 2 - 16 8I \ 1 604£ M '07% 9 -00 9 1 53- -|·. -RIM ELEV: 5506.92'l -5506- [ -BOT OF MH: 5500.82'19 rn w< o •·: r-< o FNo k 1051'64 4 21. 11mgod1 --ADDITIONAL 6 -illillir<Drl\\\\/1114'05 9- 1 1 k . :41. +POSTED ADDRESS: 3294, 3300, 3400M * J < ¥ 3 .t hi R.O.W. (P)27 PARKING SPACE j# , 1-STORY BLOCK, BRICK & STUCCO 4E d g E 16 2 9 - E r 3540 dc 3600 YOUNGFIELD STREET *,c,5020. (4 OF),o| If) 7 FOUND 3/4" BRASS 6 PARKING SPACES | Zv-< Nr A / TAG, STAMPED "LS -----1. ASPHALT PARKING LOT 1/ 101 15507· .-O- J E 24966" \111 / >1 1 11 2 I fl -fr---- - -5507 -*5507-24 1 1\ :5 04 412 SANITARY MANHOLE 9 PARKING SPACES 23 PARKING S<ACE & 3HANCAP SPACE 4 1 \\\\\\\LP 1/1 \ · . I w.mm RIM ELEV: 5507.68'4 4 1/ 1 \\ 11.11 /:%=1%2482#NY \ \\\\\\-Tu g.4. 7£ S89*27'37"W 144.00' (C) S89°26'17"W 144.00' (P)\ J :'::..2*2--TrA 4-- F :. 1 +F.F.E: 5507.26'- r-- I - L F.F.E: 550 ill 12: 20' (c) ,.-I'ul -02 FO7E - STORM GRATE L -T-44=150.00' (C&Ph - ---5509- j/· 1 1 1\ 4,\ .fr U FENCE 1.6'lipWEST:k -107 9 2PARANG @PACA & 3 HANbICAk SPAhES INV IN: 5498.14' (S) 24" CPPGRATE ELEV: 5505.92' 4 J % 4 . --e \INV OUT: 5497.65' (NW) 30" CPP F.F.E: 5507.18' L- f -COLUMN (TYP.) , 17-69,815F.F.E: 5507.19' :C. \'JOB NUMBER:\1... ASE 0 12 ?AK SPACES L l / fg l / / 21 «1 / # l /\ DATE.23 PARKING SPACES &3 HANDICAP SPACES F- od .8O 004/ S WN 4 . 1· 0.7'08-30-201767 ---- 4\ SATELLITE TOWER--1 DRAWN BY:-7- i:*RKING SPACES 8" METAL POLE #\ 3 E. DAVIS/.AOUNTAiN \ --COMPACTOR-27.0' r°21 CHECKED BY: 1 /STAIRS _RI 6 JK/WW/JZG EIL'-bs.6 -.1 / Re--7 A 9.... 61 \11 SHEET 2 OF 4 499 4942 21\ 0 1-)toi 0506- - -4 3-444 \ 1 141\\ ke W LOG - .5506 - - 9 \\\1\ 340 - 5508' -. PT15-ALTA (C 17).DWG D -W(m)- 31\11\11411\ 1 »1711""11/99\\21 44 157.8' L 14 e EAL) -E t 0 i -limip 4-700 <C 0 OWNER: SHOW ME B F ; FILE:6981 SyNI>18¥d /E F.F.E: 5507.17/ A-Wf PARKING SPACES <.3 HANDICAP SPACES -4€,9 m hPHALT PARKING LOT -- -5509-1- ----_- -MAtchline ORAA Qh.mt 0 0 ' Elic iNVES i UAN, LLL V 00 , ·4BY:EDAVIS E: 11/16/2017 2:58 PM few#/ , 76-4355 PAX: (303) 443-9830 PH: (303) 936-699/ COPYRIGHT 2017 FLATIRONS. INC. 0 0 4 7 - 1 '1-13 .MLTA/NSPS -1] EL.\ L 6--9 AND 13112/E *URVEB --- A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 3 OF 4 116____'1 -_- 1 --_-_ _ 1__-7E-Impi'tzzz=L:L___, 3-9122-E_' '-i-L=L:1::LLlk11]En--_.........................Matchline(§22-2heet-2-2L&1-2,v,poo#_--_ttit N.2.0 r-ITS# 4*"ID TECTZFL ·. ....i ,-r __---/ -- _312nZwl' ::I--_._,-_1_-_ -Il --,=r?L_--a= r-==4-A----.El......................................................... . „3*- -- -- ---- ---r-------------9--ALF="-=='9- PAY PHONE 1- ---5509-·----- ---tx \\\\\\\\\ 441 i Fli\ 1 28 PARKING QPACE€ I m 0 41174€00 FFI17911- SWITCH cy : *€0481'IAO' il·r :-F.F.E: 5511.48'I&M-lill CABINET \\\ \(21.t 6 3, 11[.\W \a -/4,3 Ill rri 11 E,111 <D W YA \ \ \ \ \ \ \ \ \\1\ r 1N 07'0.7 - TRASHL™10,7u 11- 1-STORY BLOCK & STONE bl .' *F ENCLOSURE _ .+19 0 1 11 I - lcD . ·1 - . POSTED ADDRESS: 3500th ;0.7/ w Or \93,YOUNGFIELD STREET F F.F.E: 5511.54' 1 .LADDER TO ROOF ,za E g_ E.:==6 7-- 22 / Ah kh19 437/1.z=J<,:Ll£1'3612.15.6-29.0' 414.7'51 [49'926-:2 0' 7 '0, (P) - eHEO*EEMzzte&450.00' (CaP)=e==.=y M n 1489'27 37 E 144.00 AM i PFOUND NO. 5 € 1| N89'26'17"E 144.00 REBAR p|7 PARKING SPACES - -ADDITIONAL 6' R.O.W. (P) ASPHALT PARKINC I OT \ \\\1»'\ \ \ \ /5510- d E---7- Z M » Old ./. 0-E*/4 1 'j Ng Il LL19 /31/6'Wy.b Ill-7- 10/ 10: I 4 I M. 1 8 111 0 -LeI L 111*1 1 3/ | Nw 1/16, SEC. 29, T3S, R69W .1 1 c / | FOUND 3-1/4" ALUMINUM 2 E, */ 1 CAP IN RANGE BOX, ILLEGIBLE · 0/1/ -1 9.92 , 1 28 PARKING SPACES.L xKM \11- --..#ASPHALT PARKING LOT ,- .... ...22, PARKING ?PACESill iNL lilillililli/IT' / / /(BK. 2309, PG. 906)A A 1/, A / 10' PSCo EASEMENT « m 30 PARKING /- (BK. 1916, PG. 458)50' UTILITY EASEMENT -1 32 PARKING SPACES \2111-,.-r -;-,--7-7- j /.t-LGL..._AJGljk- \ 1 \ 1\\ \ \ 077- a \ \ \32 PARKING SPACESx IRRIGATION MANHOI F -B 101 If)m / 19 --441 -10.7' lllll1lll <D li.. e 0,1 111111111 1-- CN 10 * Lf-) CD h 00 03 REVISION 111 \\W 4 4 I 4.4 4 11 VERIZON PANEL 1 ,TE 35'0 PP -FO(m) - -5505 - AC S Vot> .b --el m P e 0/ -- -5514- --- "' : *L.43Af. S \ 1 -\ 1%> L 31.3'4 .: 5507 1 1-1 R AREA DRAIN RIM ELEV: 5507.03' F.F.E: 5507.17' STAIRS F.F.E: 5507.24 VERIZON CABINET b * CO STORM GRA .....i 1. GRATE ELEV: 5504.1 -' L,-1(.4.01 -j INV IN: 5499.85' (S) 15" C CA \ E 4.- '- OINV OUT: 5498.77' (N) 24" CPp 16.37 I j1 1 FENCE 0.8'.IDU- F.F.E: 5506.21'-1 WESp 'Z lE =Da._IRRIGATION MANHOLE- IR O J < RIM ELEV: 5505.48' 3 1.-<O INV IN: 5502.68' (S) 24" RCP INV OUT: 5502.58' (E) 24" RCP 16.0'-STORM GRATE -2 ' , 35TH AVIGRATE ELEV: 5506.29'INV: 5503.31 ' (W) 12" RCP , ,/ 1 ' (50' RAW.)(PUBLIC ROAD) F.F.E: 5507.14' i -N86'06'03"W IRRIGATION MANHOLE 3 0.66' (AM)RIM ELEV: 5505.90' U. S89'26'17"W 1 2. BOT OF MH: 5503.15' (SW&N) 24" RCP 0768.-e) 6 11% M - IRRIGATION MANHOLE . j 16"/4RIM ELEV: 5506.53' 3 €g-wt----*BOT OF MH: 5503.41' (SaNE) 24" RCP © FENCE 26' - 6 CD - 1-551 f -1 I Ell .2 LI \ ASPHALT PARKING LOT \ 4 iRIM EliV: 5513.80' j STAIf-INV IN: 5510.05' (SW) 24" CMP -35.9' INV OUT: 5509.70' (E) 24" CMP £1 F 2,.-IRR(m)-IRR(m)-IRR(m)-AR(m)-4·l·-:•IRR(w,)p=-u,·A(m)=--4-IRR(m)-IRR(m)-IRR(m)-IRR(m)-IRR(m)-IRR(m)-IRR(m)- / 20'PARKING SACES & 4 HAN¢APSPACES 19 \UL;....,4 --4.1.-aiml__1_F.F.E: 5511.13'- COLUMNS (TYP.)1 1 1 1»e) 9-1/ 1 1 1 LENE.·.--1 -/11 \21 1 1,00/L, 1/ 1 1 ° A\J\\Wi--SWITCH - -Y N CABINET ,1111129¢ COLUMNS (TYP.) i, 1 F.F.E: 5511.15-1 -|*mI i 3 11 /\1 .gl 11·7. 11# 1-yE lili "ottl I /1 11 1 1 -,o FiT' I IE 110//* 4 · 7q * - 57.5' 4-7-I-,I---, w -2 1 ™,1 8.8' rn....122.- 1 14 PARKING SPACE STORM GRATE -*11 1 1¥ 1 15LGRATE ELEV: 5509.68' ...1-STORY BLOCK, BRICK & STUCCO 5' UTILITY i 1/ 8-4 4 1 C )-4 -- \INV OUT: 5503.71' (N) 24" CPP3 -' ' • ' 0 'EASEMENT (Pl) r »a i •i4 0 , -----i-POSTED ADDRESS: 3294, 3300, 3400,Il Int 1 -1118"/20' w 3.6 1@EXP SPACESD·1.1| CHASE u) p \ / 1 2/AR7G kpActy --*1 1 L : ¤ # T f < 4-(3 M N 1-STORY BLOCK, BRICK & STONE k . F.F.E: 5515.10'1 0-U ILI M Er.:1-2-lt-1 3540 dc 3600 YOUNGFIELD STREET \ \.41 f 0 CHASE -1 1 tr.24.00 28 0 \ S j 0 0 0- Dto 1.\ 4 Al W /4/ /. IR ,,#4 / 11 2 6 F.F.E. 5511.19'E Il 4 .I. ¥ f %*M 14/Exili @ @-0 LIU g -E-->t / / /\\11 7/c<6.*fAL TRASH1 ill 9>ob R /POSTED ADDRESS: 3490 0.7' '. IR :ir»15'/15415.6' a · r-'TEZLYOUNGFIELD STREET r- 1 / 11 Ic'mrn I \.11 6 TRASH a X \./illel . -p i v ZA . \. r·r-F.F.E: 5515.23'zz--A \lit. /. ' tRV f -,L'06 E 4 153. -'55.5'* Qv 431.3'4 VH' FO(m) FO(m)-T m l FO(m -FO rr8.2'3. P. EAST* 1 1 M:Elli IE 1.11 0 E 11*\ 0111\ \1 1 1 Irll k SNI>12¥d 9 ///\1 11B IE R M 2 1 11 : 1 I I l . CHECKED BYFIT I /1 -1___1=-* \VE-31' t· 8 k.t. UAVIS111 · j .11 1 &1*- JK/WW/JZG 0 1 0 .[Al A , - .1a . 1 A-....11 - . / .. . 1 ... A 4 .. , ::. # --- .. . 1,1 ...1) S..'als . .0 '1=. ... .-- ...! U . . 1 ..l Ulklk il , .0 0.- - 0e ...1A n. :.0 02 0. I. 0 .. .. -- . .A 0 .-•I,Jil,IA•N-2 0 - .2 0 1 1\ . ..04 .44 1 --0 1. . .. A . ... .A.... ...... R . .. 4Aple-:::*£1=-c -.it... 0 .. I .... .A . 0 - I . .. . .. 0 - 40 ..... . I 1 . - 0: .A + A/-. 0 0 11 . .0. .:. 0 .0 ' 1 ... . . .0 1 ADD. ,'0 -4 ... . I ..0 0 ,.0. 0 . .1 : . . .. .. :.0 ,.0 . 0 . ..I -1 I ....1 4 AD .,A . .A A . 0. 4 -/ 0 .- 20 1 . . . . A . .... .... ..... A .... I. .:= I - . I .... .A I ADA. ..... .' 4 1, : . 0.I. A0 D . 3. , . A 1. 00 1 -*»:I .. i//0 ... .. .. . - M11. L_ t rt 4.. .... A .A. A .... .3 + 0 1 0 0.:' 2 . 0 .i MI:3111,Ir:19™ 0 0. . I .*W=. -= 1. . 4.1 A A. .. -5 0. .....0 ......r,• .-9.7 0I I %29€' 1 *:*8%*Kki:*. ge®166$0 -» .7 4* ; *622,;4 965**0***L i „:4114#J - 423212 , , *?,UZt .-** *. :7n-m:f . ':0 . 4 ':)Ar; :ki».93,4 jep·,i·0 .,0**7 '1$ €4*: 0*#'§;»*236*,£;999 *.....<-0*!*ld*%*2*1* Afe-*.Wi 1+4*;Py*.4***1/5*42(%£»2j„264.2-vi... d%14*§«.9*44*1*j*€¤$:*24'-t/4 1 4*>*4 %3«J»%&.ti,25»*A/*)::fd*U *4 I . E E E E w-4 j 1 LpriCLU Jincal I 4 SE 1//ZA 1\ \ \\ \ 4 STAIRS 46.8' \ 10Tr_.1 11.6'' IL-·SPIGOT Un 24-18"/15'36"/25'Fc 90.8' L-nAC DIDE 4 A 1.44 mA LTNE Rl Ri -5514 j 4 RAM E-T(m) 3 017 2:58 PM 0-1 R 7.78' /1 1/ 1 / it 60 . . N ¤. 7' Lli- RN , e UUSE - ·5515 - - 54 0 111 4 4/4 67.85 04 )WG DATE:-W(m)-1.r-Wfrn)-/ 1 IlillI\ uu. 11 4 e 0 47.6 r 111*Dr )LE + 5 ,16 •r• l2 Ft, t CB 7 k * E„C W 4 4 METAL P WHEEL 0 ·4' ··t e STOP 0 SS 0 FENCE 0.6' ST*005 15.46 & OI<X LL tE . (D e15' iii :2 4. 4 4 €.1 ..4.1.1 1 )99£\N30neering & Geomati 14400'OUsuoig 91711'°08 € 26 192.9'.OUI 'suom"li 1 gzge U) 99£* -fLL (2V H18003 _1 SA • /1,2 16406 NA 3 A 015-ALTA (C 17).I 15 30 6 47.2' Sheet 4 of 41 SHEET 3 OF 4BY:EDAVIS FILE:698 1.·· 4. Ill Il - =-5511=r 0 9.2 A 1 -DUM V A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 SUBDIVISION, LOCATED IN THE a NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE GTH P. M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 111111111 SHEET 4 OF 4 lillic 3 i JR\1. 1 al -D-- 4 E--4- J E hE-Matchline (See Sheet 3 of 4)021--I f 7-- 4 i 4 .4 - 1 / 1 ,1 , 'V .722t: 3 P 0 R 4. l 14 3 m 3 Min) W(n•) nAO Cut)03 1(9 sTRipit@)(TYP.) UNAlt. ELEV: 5509.60 1-l INV OUT: 5508.16' (W) 10" PVC . )AC 1 1 CP < 2 W e 3 .* lir 7* v //1 1 23 PARKING SF W /1/'' .20 PARKING SPACES * ck:.N - 80' DENVER WATER BOARD -\41 ASPHALT PARKING LOT \ :29UL CONDUIT EASEMENT (BK. CESASPHALT PARKING LOT 23 PARKING SPA METAL STAIRS-1<21 .0 4,4.-I (0 e - 17 PARKING SPACES 379, PG. 68, BK. 712, PG.4 200 37,_TRAFFIC SIGNAL EASEMENT 339 & REC. NO. 93186124) \\ . \ F.F.E: 5514.07'14.-Ur . te\'(REC. NO. 891O16r> «*«\1 ir \\\4!W:%///>J . ... 2.1 F11-COLUMNS (TYP.)0).ARA (THRESHOLD)'29' 90 3 4..2, 30'k) 11 lillil N ir)N F) 4- 10 0 h 00STORM GRATE 31-Le·-F"-1 P b1· 1 4--ADDITIONAL 6'--11«11«11«111-9 INV OUT: 5506.95' (N) 15" CPP ACE n z' ' O (/)0 -1- R.O.W. (P) -WEST&1 .. GRATE ELEV: 5509.78'- ES SANITARY MANHOLE 1-OWN:17 PARKING SPACES A PORTION OF LOT 1 RIM ELEV: 5513.64' INV IN· 5504.21 (NW) 8" CLAY k\* 02:GREASE TRAPUT: 550-4321-SE)) C)LA f J--1 k · L\14 . >-COLUMNS (TYP.)RIM ELEV: 5509.96'-il. 1 ,SHOPPING CENTER FILING Np.2 p / /r 4 4113ASPHALT PARKING LOT APPLEWOOD VILLAGE - 11.-N 4, 4 BOT OF MH: 5501.76' .1 ../4 7 <7 \4 /9 / / / /40 1;ARKily SPFES &2 HANOIC SPACES ' 3 1 ......P-14 PARKING_SPACES dc 2 HANDICAI? SPACES , ,/1 BOT OF MH: 5501.74' TRASH CAN GREASE TRAP / .'t€) r»D RIM ELEV: 5509.94'.\\14· +F.FE: 5514.17'17 2lill ;7- TRASH CAN 10' PSCo EASEMENT 00 (BK. 1768, PG. 164) 04 ' ' " <-, ' fikz¥-1 COLUMNS (TYP.)F / /@Y 1/ / X / / PARKING SPACES &AADICAP SPACES a 1-STORY BLOCK, BRICK & STUCCO Q E- >-4 24 '1 j 1 62.2' - - -SPIGOT .1,1 /, 1L L COLUMNS (TYP,) F.F.E: 5518.33, 0 '·k_UTILITY MANHOE O % 11.POSTED ADDRESS: 3294, 3300,3400, 4 [14 0 <C <RIM ELEV 551520'\3540 & 3600 YOUNGFIELD STREET Q U-5514- -%:g-:10/12' J D-+F.F.E: 5518.28' 85 I STAIF Q: i4%,2 0- d%6 1 \1 - F.F.E: 5518.33'20 PAR ING S ACE & 2 HANb CAP 9PACES , CLel /M f 7-11 41 0 ';'§( EASEMENT (Pl) N.: co i2 7 i/ tri U, 5' UT'UTY-< CD 4\* 1//\ f.<14«Wk \7 La 1 CL W ·1 <5 . 1 1, / COLUMNS (TYP.)F.F.E: 5518.33'j 3 SPEED ElUMP \ \J, - · \- COLUMNS (TYP.)C NI CE=$71 - 1 1-STORY BLOCK, BRICK & STUCC0 0 F.F.E: 5514.16' 61 CO< F.F.E: 5518.30'--990 · SANITARY MANHOLE/9 | POSTED ADDRESS: 3352, 3354 &g j IRRIGATION MANHOLE 3356 YOUNGFIELD STREET w lek¥1 91 *11 - 41 RIM ELEV: 5517.46' P % & 23 PARKING SPME \ / \\, 1.-4 -.RIM ELEV: 5514.04' <0 ASPHALT PARKING LOT <\ \ \ 19. :,/-INV IN: 5503.22' (NW) 8" CLAY F.F.E: 5514.17'N INV IN: 5513.69' (NE) 24"?311. -BACKFLOW r-10' PSCo EASEMENT COLUMNS (TYP.) - 1 g ] / INV OUT: 5503.12' (SO 8" CLAY F.F.E: 5514.19' (THRESHOLD) 6-41 ©INV OUT: 5513.66' (S) 24"? -(BK 2451, PG. 672) / ;fffu f(THRESHOLD) r M mPREVEN TER A (REC. NO. 86064191)/1--8' PSCo EASEMENT < \ &&Rp 10' UTILITY EASEMENT /KING SPACES 1 F.F.E: 5514.20',/(THRESHOLD)F.F.E. 5514.1 1 < 1 ' 1 * r-SW\TCH |(Bl<. 2459. PG. 862) 0 . 5514.202 E: 5514.20'(THRESHOLD) / CABINET / /I ./7 SPIGOT 0 (THRESHOLD) / F.F.E: 5514.18' J 6 4.8.4 L- ..9==------'.-- ... / Ril » / F.F.E67.40- € -F.F.. 1€F.F.E: 5514.17' 72-yE-1 4.00232"/6' ,C / 2.2 0 ... 1 :·4·· ,£0 '' r.d · ·r - :7/1 • 4, 2 6222.1 ... 4 ...1.2-EL 1.'- 1.-,cSTORM GRATE --I -SANITARY MANHOLE WATER EASEMENTa<Ma.1\[ TI III I ) , 1- lo (mt3{th:it-: 44..17%.-OT 2 1- 1 - .r- - 11 ,7. . / O RIM ELEV: 5517.20'(BK. 2440, PG. 840)0 Agra F 1 1 48 4 \\ 1. rGRATE ELEV: 5516.22' - SANITARY MANHOLE \LCOLUMNS (TYP.) CD o --5517- - -I-INV IN: 5514.81' (W) 10" CPP INV IN: 5504.10' (SW) 24" PVC Clk ..mi ,\14 1 FOUND 1 -1/2" ALUMINUM -w(m) , T--Mm)*,INV OUT: 5514.78' (S) 12" CPPWOn)-wcm) ,INV OUT: 5503.90' (NE) 24" PVC GREASE TRAP·-[TYP·) I RIM ELEV: 5514.15'1 1 00 (D1 0030.z 62> W C 0.CAP, ILLEGIBLE ONSITE INV OUT: 5502.78' (SE) 18" METAL \ 8 0 DO *WONID I ,-..1 - ,/1 BENCHMARK, ELEV: 5519.20'SANITARY MANHOLE 7 PARKING XEN 6*Ee'XD --=-3 *to 03 RIM ELEV: 5517.19'1 HANDICAP SPACI RIM ELEV: 5513.98'1<1 1 INV IN· 5502.84' (NW) 8" METAL 18 PARKING SPACEd c ....4=131/lassl _ZErgEIJF-_E[73S7382-INV IN: 5502.79' (NW) 18" METAL 2 HANDICAP SPACTS OZ ./-i l » T -201-589'252'* 134.04'--'--..L-4 -u--4- --94 -L-_ _,4NV IN: 5505.37' (S) 8" PVC 11 i r 37 3 ilimill GREASE TRAP :n r *%00 ?>k la E ss RIM ELEV: 5513.94')514- -FENCE 0.6 =g %0/ INV IN: 5504.96' (W) 18» CLAY -917 Me=-Js SS -7 7589'29'29"W 134.00'I \¢71-1.,INV OUT: 5504.91' (E) 18" CLAY 1 4 ls© \rli - ---¥ ---- - -- -BOT OF MH: 5507.34'19 oir7 CP (0 w SS Als24 4\\t1t U 23 PARKING SPAC <C 4 o 7>Z -1- 3 1 1 1 / CHASE<C 0-\ 5517 0- - Pt.7 / CHASE SPEER BUMP \ 3e'r EAST=E 0 L!.1 . 163.0' 2 H . I t·-551 3 1 40. C.. qw \11.Pil/' U) 0 .Me ff-1 S ELLII GN¥7 n J Fi3 W(rn) . CO 4 j -LLbbl h ..1 cov. 62.8'8 r--- SWITCH / CABINET /l 20 PAR 0>3 ' 21:3AnN6 30NEL: b r 3 ,¢-CHASE C\23 2118"AO'Dr 93-COLUMN (TYP Mi 0 1 ig \:27 10' SEWER EASEMENT =s--- 1 (Bl<. 1906, PG. 652) 2 /[ 1 N I \3/! . ,SANITARY MANHOLE gA_RIM ELEV: 5519.05'·/0 INV IN: 5506.39' (W) 18" CLAY INV OUT: 5506.29' (IE) 18" CLAY 4 11 1 . \E 1 3 \11 \ #4 91lit 1 491 1 9 E I -4- / /1 \/2 Rm 1 3 1 El 3 215' SANITAR' RIM ELEk 76= U) SS SS b ·„ .7.- H.,st 11 1.11 AL¥.- U' CHASE>'i;'2-a.u,·f y.£LHAbt:. .FAt -iMCP - 11... 1 40..It /7 1 1 1 4 1, *' 1 I /. ' ' 10 10' PSCo EASEMENT -N00'54'38"W 1 PI' (REC. NO. 86064188)24.35' (C)'11 L'7« NOO'54'01"W-U /r MANHOLE 2 5519.66'24.34'94 I INV IN: 5505.97' (W) 18" CLAY INV OUT: 5505.87' (E) 18" CLAY f 1 STORM GRATE GRATE ELEV: 5516.30'J r-10' PSCo EASEMENT INV IN: 5514.74' (N) 12" CPP (REC. NO. 86082220) 1 : 1.·i E.:. ET ..3, i... L ··., STORM GRATE rGRATE ELEV: 5521.46' / INV IN: 5517.86' (S) 24" RCP INV OUT: 5515.58' (N) 24" RCP ES / 30' WATER EASEMENT -,*- - (REC. NO. 90016476) e9 ASPHALT PARKING LOT 7629'9 PARKING SPACES & 3 HANDICAP SPAES --9-7-- -SANITARY MANHOLE -· :.i bm 1 .1 21, jss.;4 If<-CHASE SANITARY MANHdLE ' lqCHASE \ RIM ELEV: 5517.47' i- 30' WATER EASEMENT INV IN: 5511.62' (S) 6" PVC / (REC. NO. 90016475>INV IN: 5504.40' (W) 18" CLAY INV OUT: 5504.34' (NE) 24" PVC INV OUT: 5504.35' (E) 18" CLAYil 1 Ill3 -FIRE LINE AGREEMENT AREA - (REC. NO. 90032752) 1 1 Ca- --1 00 - -* L S89'07'06"W 685.04' (C) 1 LI .-.1 1 A PORTION OF LOT i APPLEWOOD VILLAGE SHOPPING CENTER PH„.H·.IG NO. 2 OWNER: US RETi>,!i... PARTNERS, LLC */'»- COLUMNS 1 mr %811/12 E _-RIM ELEV: 5516.90'w INV IN: 5504.03' (W) 18" CLAY INV OUT: 5503.78' (E) 18" CL..A 20'SEWER EASEMENT (REC. NO. 85096474) 0 16' SEWER EASEMENT -1 (BK. 1297, PG. 351) SANITARY MANHOLE · b RIM ELEV: 5514.24'-/ INV IN: 5502.65' (NW) 18" METAL-/ INV IN: 5502.55' (W) 15" METAL INV OUT: 5502.38' (E) 18" METAL 62 -SS -SS -SS 1 INV IN - INV IN: INV OUT: DENVER WATER LICENSE AREAe/«(REC. NO. 2012128282) \ 1 UNPLATTEi i..3 w : .: i... : : . l.3 S i< t:. i p-·; ii_ i-' At /1 3 EAST& _ 2 0 SANITARY MANHOLE RIM ELEV: 5512.70'_ _I - ]Ir @ 3 E: 5500.24' (N) 8" CLAY- 5499.76' (W) 18" METAL- -+08 4 5498.96' (E) 18" CLAY or .mo 4 16' SEWER EASEMENT- -C k (Pl & BK. 1297, PG. 355) - %>2. Cati ta P K tb h .E FOUND 1 -1/2"- ALUMINUM CAP, ILLEGIBLE P S SS- -SS 0523 V E IWG DATE:11/1 1 2 *l GRAPHIC SCALE 15 30 60 66466;W'/6,-d-'*.2294'462 ( IN FEET ) 1 inch = 30 ft. CONTOUR INTERVAL = 1 FOOT JOB NUMBER: 17-69,815 DATE: 08-30-2017 DRAWN BY: E. DAVIS CHECKED BY: JK/WW/JZG SHEET 4 OF 4BY: EDAVIS FILE:69815 7).12 6/2017 2:58 PM I n SS 1 21 -11 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 1 9 1 111 1 ' 1 -, . 1 1 1EX/ST/NG R/DENT/AL PARCELS , ZNED R.2 --- -- - 1 11 1 - #.......;./.....=.. =/1.-/.1= ip ..L 2.-4 =4):un --- -- .- N86° 06' 03.4**-/p-=-=------- -- - --- -1 0 110.66' T 1 .ff - Er-n-FC -' =ul, - FT-1 COMPACTOR 1 1 I . 11. i EXISTING VACANT WALMART .. . 1 PROPOSED MULTI-TENANT COMMERCIAL RETAIL 4 (TENANTS TO BE DETERMINED) 1PROPOSED GROSS GROUND FLOOR AREA = 126,534 TOTAL EX. FF EL. = 5507.20 1 4 00 ' / PROPOSED PEDE*If- - AENITY ZONE 1 8 -1215# 1\1. - 1111 :1 11 It ,n i ! 1 1 L.....12] fiTYP=' 1 Up-3 - 1/'--1 4--- LA 1--- __14,¤R___1 r-1 RECbc> EX. ACCESS \ \Ei-(FULL ' -< \ \4IMOVEMENIT) · \ \-r= 1 N AA 3 I 1 1... 2 2 u ,! to 14 A ED i C rn 0 r4 RELOCATE =i-- LIL-Il--LI------I=-/ILLITIL-- - - ---|-SOO'-52<53.-541'IIi- -- - ----- ---- -- ---- - -- ------ ·--- --- --- --"-------- -- 688.58' EXISTING PETSMART NOT A PART A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES ...... ./. · Aa•:r: t. ....6. 11 - - NOT A PART EXISTING RESI[ANTIAL PARCELS ZONE R-lA 1 1 2 EXISTING KING SOOPERS NOT A PART I * I. I 1 4. " /34. (€) Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC p SITE DATA TABLE W/ CONTEMPORARY OVERLAY | PROPOSED LAND USE | COMMERCIAL SHOPPING CENTER | TOTAL AREA RE-DEVELOPMENTAREA'A"9.9/ACRES RE-DEVELOPMENT AREA "B" 0.94 ACRES | TOTALRE-DEVELOPMENTAREA 1-9.91-ACRES 4 RE-DEVELOPMENT AREA "A" 1 ED - 1 =r REQUIRED/ALLOWED PROPOSED HO 96 1--DEVELOPMENT-AREKS-IZE--9.9-TACRES co U (434,367 S.F.) ' CD E [-BUILDING-COVERAGE-55%-MAE---------T726890 1 L-_____-___-______1-__3152,928 S,F.MAX)_(126,534§EL_1 OPEN SPACE/LANDSCAPING (43,437 MIN)45,635 S.F. ZONE 161,2921EL__1j 1 PARKING 1VEHICLE-SPACE54.06.1.O66SF585€TALLS (507 STALLS)(4.61 / 1000 S.F.) J 3--FiCACCESSBEE-------r-2%OF-TOTALr-14*TALLS (12 STALLS) 1:BICYCLE 16SPACES 1 - h. - /, 11 - 2 94 LU 0 0 UJ LU Q e N (0 2 RE * 312 2 9.97 ACRES I 1 -1--0 -RE-DEVELOPMENTAREA 41 dir 9 4 7 - 2232 2 7. ,. . l'. EXISTING < SHOPS NOT A PART RE-DEVELOPMENT AREA "B" 1 REQUIRED/ALLOWED PROPOSED 1 .1.. 1. · · · --- · OPEN SPACE/LANDSCAPING LARDSCAPING1OEMIN(FUTURE--- NhA ZONE DEVELOPMENT) | FFEEDOWARY L.EMORCONSTRUCTION-1 STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE:BY: 11 -U l IL-/7 -1 1\4 mal--Ii--1 /6 EXISTING 67774>. 4 SHOPS ·· '9% EX.:ACCESS 2 (RI/Roj : 1 .,al /01,- 1 200.00'1 91 ...'---1 3-NOO° 53' 20.-1§'19)/.-UJ-- JI.,12,.. :.9. i.-I.li -7 1 h, 0 (FUTURE DEVELOPMENT) E- DEVELOPMENT AREA "B"ir- ---1 - ...EXISTING 3.: A' 74:·2 0.94 ACRES .- .. [ EXISTING BUILDING ·fl .|. . i · .·: .. .. BANK .'ING·7id " - -GDOBA /NOT A PART '·. f.·' , 17;1 2 MAL FIRM ·c i0 V . . M....1. iii . '...... IN \/ 1 1 -,1-,2.- t. NOT A PART , i n/.- I OLD g R <64> 68 4 13 9 244 0 - ···· ./- .-I' 'S')f-3.--:.fi-7 75: : 11 2 ..... 1.11 . . 1 ..1 EXISTING i i SHOPS NOT,A PART · b '·i· NOO° 54'.38.49"W 1 £.... 24.3467 11 1 .li ,/lk f F / f. O»----DNOT :APART--2--\- 1 .] 1.-: f.' vII (\1 1 1 .1 i.,0 1 101 i' OFFICE 2. 1,2 :1 V 1 1 C.'. ..·· PARKING DEVELOPMENT) E----FiEACCESSIBLE-1-STALL/25-PROVIDED(FUTU-RE--- -_DEVELOPMENT) 1 1BICYCLE -(FUTURE NOTE: REQUIREMENTS BASED ON APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT OUTLINE DEVELOPMENT PLAN DATED 2/17/2015. 3 J DESCRIPTION: NO.: 3 DATE:-BY: - DESCRIPT]ON: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE:-BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS EXISTING Q SIGNALIZED INTERSECTON ·LU V CD ' 00 A 0 0910 00 U 0 .Ill r:I DRAWN BY:DRAWING FILE: JGS i F O .1 2 :2.'2222; 223.·LET<_.._ EXISTING DRIVE (RI/RO) - - -LIYO_UNGFIELD STREET f1 1: , lili _21__J E)(1*YING---EXISTING DRIVE ·--DRIVE ------"------ -- ···-·- ···-- --·---------·--···· ·--·--· -------EXISTING i -.. .. EXISTINGSIGNALIZEDj Bi DRIVE 3 INTERSECTION - i € 7 0 0 (RI/RO) t: PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO He] joing r retallors thrive at. ' 1 /:l 7" · n '27 1-70 INTERSTATE HIGHWAY .. , ·4 CLIENT: BASIS OF BEARINGS GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND i" BRASS TAG, STAMPED "LS24966" AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. LEGEND - - - PROPERTY LINE PROJECT LIMITS / DEVELOPMENT AREA BOUNDARY - PROPOSED ----·---·----------·-·------------· EXISTING TO REMAIN PARKING COUNT SCHEDULE NOTES < PROJECT LIMITS / DEVELOPMENT AREA BOUNDARY t L REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900.L--, GREENWOOD VILLAGE, CO 80111. TEL: (303) 300-5300 NORTH 30 60 120 SCALE: 1"= 60'SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: 6 OF 20 6 11 11 1 /4 /2 A le APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT ---1 - - - AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO . , / /1/1 SPECIFIC DEVELOPMENT PLAN \ 0\ \ 5\ 1 1 11 1 1 1 I lilli I t EXISTING \ '- . M w 4 ACCESS TO \ *34 '4. III\i REMAIN \' ·- \-9 SOO° 45' 58.21"E 666.28' -- --&51-4&1;2£a--------------- -=_22122itiI_-3---*---- *-ii;£17*-------*9»3-c«-3*-- --L 10' UTILITY EASEMENT \19-- *U1 2.91 20 r- LO H r====-hp ;pin -· & m ER-r-1 COMPACTOR 11 . 1 1 4 kit-i192 ECE»E€Ean-=EZEJEZE*ZIE---'--i=.=2EFrobE1993/9/29¤===i-gai/=Iz- 2£==za, L. *r----/--=-/--7, ,E- - r.- X-<Ii«R1- 04 ® ®® 1 L---j 2-1® ® ®77 77 A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FILING NO. 2 22.94 ACRES --1 ®®®®1-1 4-1 | SOO° 52' 53.54"E 688.58' 1 LN86° 06' 03.4©/V L 5' UTILITY EASEMENT@ 0.66' --ir 0331 <-41._11_____.»El L m »01\ R1 p /\r z KLo hA i 21 A . 1 5/1 71111111!A nilin i , NORTH 490 -- - - t====== YOUNGREEDESTREET- --r-LE KEY MAP SCALE: 1 INCH = 200 FT z rn EXISTING PETSMART LANDSCAPE (LS) '1 NOT A PART U1 €) Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS f1 W\ % \\__ EXISTING VACANT WALMART 4 PROPOSED MULTI-TENANT COMMERCIAL RETAIL1 11· d / 1 1\\ 20 1, i , - (TENANTS TO BE DETERMINED) < 7 >--1411-- 5.0' 1 lili EX. FF EL. = 5507.20 50.0' UTILITY EASEMENT _BK. 1916,E@458 I\ P 1\ 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC 1-91-2-22*9 L,.=22122=ZETION 1411 .1222323.3211 1-1 011 KLLL_1 1 STERLING DESIGN ASSOCIATES. LLC 5 \\1 18 3 ""1' -r--==------=============r=-·-·-----1 r--------·i·*i- i n' 39 '1 1 1 111 <37 ---------------I - ---- ---------- I--7-\15 Ul---™--- 1 «m=f I fl _El_. %\ \21RELOCATE \W EX. ACCESS\ \4 (FULL \ 1\ MOVEMENT) 19 LANDSCAPE (LS) 1·4FE ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1ST SUBMITTAL NO.: 2 DATE:BY: FE!2202¢?al,SZSM=4maee;New/44;MM'/ema*We¢antell?W•'1*Ir# rTE2./.E,Zamell/* • I.·.·Id/Nft'-F':·19@gTO·,0=020 · - ater¢4RM&31==Kelm'.7. · · :·.e · C .' '· ··1-· -· » 0**les,r;m*a%&eme*<*.-* ·'p :•'·-·' ·' ·'·''·'; r. 1 ·_....·· ·· 041'· ··· '·*tyg¥: E ==2 7 !®8.1.9:*-Ame.12'01-7044#Mingys.Fi.4-1.5 1¥213*9*4'Sm*,¥$223*€E,95TMW=milES1%2*Sal=#= LS 13 0 Q 24.0'18.0' I 18.1 D 310 / 11 1 0 0 I D 1 l?fi }·Jli·Ey.S.a52-2ELO.I. t .·,-- .1=·'.-- ··· -· .R·"£ 77-03€35 -PSES a'aGma E '. : - ' · · · · · - - ·'! ' · · ' ..241& 1 c - 1 3 .......Ng...,//Ir ·F'· ··• ·---.„'.--r:3. IF2 STOP 43<3» 1 1 < 2192,/V--/.al.:= a i=.:***et........ re=:sallm=¥aN*NAS =1158059.==#-.% m,Dy/-//.m=/1*/*d/#I./.I' 1951-STOP \\ 7/ f 14 LS 114 31 -1--Vi287 6.0' 14 20 TYP. LS L===JI 1 1 91tk 9 t 8.0' 18.0 24.0'2419' 197 A/ 18.0'18.0'24.0'1 DESCRIPTION: NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: NO.: 6 DATE: -BY: - DESCRIPTION: - DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS - DRAWN BY:DRAWING FILE: 18.0'24.0'18,0' 10.0'18.01ll 18.0' )' 24.0' .18.0' | 18.0' .24.0'18.0' | 18.0' .24.0'18.0' 78.0'I8.Dll 184/ 24.0'JGS MATCH LINE - SEE SHEET 8 \\ 4 SITE PLAN NOTES EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. EXISTING TRUCK LOADING DOCK. EXISTING FIRE HYDRANT TO REMAIN EXISTING SITE LIGHT BASE AND POLE TO REMAIN. EXISTING LIGHT FIXTURE TO BE RETROFITTED WITH NEW FIXTURE. SEE PHOTOMETRIC PLAN. PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. PROPOSED CONCRETE SIDEWALK (PRIVATE), WIDTH SHOWN HEREON. SEE SITE DETAILS PROPOSED 9.0' X 18.0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING. EXISTING PARKING TO REMAIN. PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. PROPOSED ADA-ACCESSIBLE PARKING AREA AND ADA-ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY SEE SITE DETAILS. PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. MATCH LINE - SEE SHEET 8 -SITE_PLAN_NOTES (CONTINUED PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB. EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN. PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE STANDARDS. SEE SITE DETAILS. PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS. EXISTING SIDEWALK TO REMAIN. EXISTING SITE LIGHT TO BE REMOVED. PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL ELEVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). BASIS OF BEARINGS__ - GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND j" BRASS TAG, STAMPED "LS24966" AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. /0 SITE PLAN NOTES (CONTINUED) PROPOSED 6" CURB WITH 12" GUTTER. SEE SITE DETAILS. EXISTING CURB AND GUTTER TO REMAIN. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE UTILITY PLAN AND DETAILS. PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED RETAININGWALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.0 FEET O.C. PROPOSED 6.0-FOOT WIDE DETACHED SIDEWALK WITH 6.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED 4" WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN <> PROPOSED ADA-ACCESSIBLE EGRESS RAMP. SEE ARCHITECTURAL PLANS. EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEE LANDSCAPE PLANS AND DETAILS. 0 0nFl OA 6 NORTH 15 30 60 SCALE: 1"= 30' LEGEND - - - - PROPERTY LINE ----------- EXIST. EASEMENT LINE - PROPOSED -- EXISTING TO REMAIN EXIST. SIGN LS LANDSCAPEAREA PROP. RETAINING WALL U EXISTING FIRE HYDRANT PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping !:31- ail,·lirs thrive at CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: SITE PLAN (EAST) SHEET NUMBER: 7 OF 20 L i I LS /.11 1 ---- - APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT = ---lin.4, ti [ : 1. Mnd-1 1 . 1r----Lr----02-4--j--t[Oux./.7-5/'rm .4,4. 1 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 7 ./Ill'-1 1 INE- SPECIFIC DEVELOPMENT PLAN Ili 1 11 %1 Il A 1 . #'L__1 ___I,1 1 1 -- 7.4.-1 --- - - ______ - -- __'MATCH LINE - SEE SHEET 7MATCH LINE - SEE SHEET 7 \U 24.0' - \\ \'. F7t \\\1 k \\ \\\\upi--4 \\ \40 \\ \ \1 \/ 1 4 \ \ \\\ \\I - L 1UrPED¢BEERIENT2BK. 2309, PG 906 <El 50.0' UTILITY EASEMENT /8.0' WICK- i BK. 1916, PG 458 t--==:f-i M /-23» tgry1 4-IP Lt(27* 8 29 0 04 -* - 1]L i©Ff THIS SHEET D b F ER NO TH lot - -Vulll /Al /0/,?fl \\ 2\- \i \ \,1 \\ \\0 \%\Ut 18.0'-18.0' ,..... ,..-1 - 24,0' <18.0' 8.9't·°'=.18.0' I _• 22 24.0'18.0'8.0,24.0'18.0'18.0'24.0'18.0'.0' 8.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0' ,18.0' 1\ #--1-39 49133EEPESTBEET---=.2222 C A PORTION OF LOT j \ APPLEWOOD VILLAGE SHQPPING - CENTER SURD]MISIOAL- FILING NO. 2 LS 414 22.94 AERE--4 111.LS 23 1 It KEY MAP SCALE: 1 INCH = 200 FT (4]1 1 >*-1 4 T dip> LANDSCAPE (LS) TYP. 111 111 1 11.1 LS €> Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS «37> r 8 TYP I 01 r 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com a \ JOSEPH G. SCHIEL P.E. t \ »12 _g - PREPARED UNDER THE DIRECT SUPERVISION OF RE4pCA-1E \COLORADO REGISTRATION 48332MI EX. ACCESS :A - -0--94\\ \ (15>--rfc 2.-9 - FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC(RI/RO) 1 1 liN 11 M©,3*Yr t\0 1, --1 11,I lifi\ / L= - - -1 1 1/- I -- --- - 12 18.0' LS 711 9 112 14 19 b r, 1% 0 2 11\\ 1 13> _ _ 1129°53' 2QJ 3"\L 1,1 12---:UP :=74=1=1=2 :% 52=555-1--4 4aU 44 111 1 4 L L CO:A PORTION OF LOT 1 k APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION LL/ FILING NO. 2 - E]1:97.-" 273 37 22.94 ACRES O1 27.2. n \" \\\ 27> \1 \\ \ B lit LS -8' PSCo EASEMENT -- NOT FOR CONSTRUCTION BK. 2745, PG 731 L_- 1 1i-vuxtuux-t#Tff 46 STERLING DESIGN ASSOCIATES, LLC1. \ \ J ...:#t,kak :1 19 1 dolS -*AU 24174 9 ISSUES & REVISIONS FUTURE DEVELOPMENT 1 11 1 Ill EXISTING BUILDING QDOM/ MAL FIRM NOT A PART 4\ e 7 \1-- 1111 111 & 11 NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1 ST SUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: - DESCRIPTION: - %\1#1»NO,: 4 DATE:BY: Ve b U 1 111 11 M 11 3 111° 27' 3 2»Jau«i/»in«x--43 11 0 1\DESCRIPTION - 1 1 1 4 11 I NO.: 5 DATE: -BY:1-1---/----IF.--b 11 \..44 \ DESCRIPTION: -1 1, /1-» \NO.: 6 DATE: -BY: f 23 I I l' I '9'1% C.9IF- C\J co OO tr:, CC\A/CD CACCUICUT--7 DESCRIPTION: \\ 1 6.0' 1 111 ¥Ll'L L./IWL/VIL.i 1 tBK 1877, PG 157 \ r,9/==12 1 - _1 l'EL -EBK. 1832 PG 558 8' PSCo EASEMEN1-41 12/01/2017 1" = 20' DATE:SCALE: 10.0' SEWER EASEMENT .BK 2745rf.{3_L3.7-_\_1-1 11 /PROJECT MANAGER:PROJECT NO.: JGS 1 - - -N60'grm a4/ -. r 13€Ii 7 2 t JGS DRAWN BY:DRAWING FILE:22213122 - 62)/ EXISTING EXIS I ING ---EXISTING-Z- EXISTING LU DRIVE DRIVE DRIVE SIGNALIZED -YOUNG-FIELD-STREET -- -- __-_...__._-_-.(RI/RO).....___-____ ._-- ----(RI/RO)----- --7- „--- - - PROJECT:INTERSECTION APPLEWOOD NORTH SITE REDEVELOPMENTSITE PLAN NOTES SITE PLAN NOTES (CONTINUED)SITE_PLAN_NOTES (CONTINUEDl-____-__38TH AND YOUNGFIELD EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL PROPOSED 6" CURB WITH 12" GUTTER. SEE SITE DETAILS. PROPOSED CONCRETE MEDIAN WITH MOUNTABLE CURB.WHEAT RIDGE, COLORADO IMPROVEMENTS. EXISTING CURB AND GUTTER TO REMAIN. EXISTING LANE STRIPING AND PAVEMENT MARKINGS TO REMAIN.Helibing retaliers - EXISTING TRUCK LOADING DOCK. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE PROPOSED PAVEMENT MARKINGS PER CITY OF WHEAT RIDGE NORTH 0 ' 15 30 60 .- thrive at EXISTING FIRE HYDRANT TO REMAIN UTILITY PLAN AND DETAILS.STANDARDS. SEE SITE DETAILS.,·4,0,0(713,9-·1 7 rn SCALE: 1"= 30' - i f ((667.868 Uj> EXISTING SITE LIGHT BASE AND POLE TO REMAIN. EXISTING LIGHT FIXTURE TO BE RETROFITTED WITH NEW FIXTURE. SEE PHOTOMETRIC PLAN. PROPOSED SITE LIGHT. SEE PHOTOMETRIC PLAN. PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. PROPOSED CONCRETE SIDEWALK (PRIVATE), WIDTH SHOWN HEREON. SEE SITE DETAILS. PROPOSED 9.0' X 18.0' PARKING STALL WITH 4" YELLOW TRAFFIC STRIPING. EXISTING PARK[NG TO REMAIN. PROPOSED ONSITE ADA-ACCESSIBLE RAMP. SEE SITE DETAILS. PROPOSED ADA-ACCESSIBLE PARKING AREAAND ADA-ACCESSIBLE PARKING SIGNAGE ON STEEL POST. SEE SITE DETAILS. PROPOSED ADA-ACESSIBLE RAMP WITH TRUNCATED DOMES AT COMMERCIAL DRIVEWAY. SEE SITE DETAILS. PROPOSED STOP SIGN PER MUTCD ON STEEL POST AND"STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. ilL> PROPOSED BICYCLE RACKS. SEE SITE DETAILS. PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). PROPOSED 1.5 FOOT WIDE WHITE CROSSBAR PAVEMENT MARKINGS SPACED 4.0 FEET O.C. PROPOSED 6.0-FOOT WIDE DETACHED SIDEWALK WITH 6.0 FOOT WIDE LANDSCAPE AMENITY ZONE. SEE LANDSCAPE PLAN PROPOSED 4" WIDE DOUBLE YELLOW LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. PROPOSED 4" WIDE SINGLE WHITE LANE STRIPING PER CITY OF WHEAT RIDGE STANDARDS. EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN PROPOSED ADA-ACCESSIBLE EGRESS RAMP. SEE ARCHITECTURAL PLANS. EXISTING FENCE TO BE REMOVED AND REPLACED WITH NEW FENCE. SEE LANDSCAPE PLANS AND DETAILS. <> PROPOSED 4.0 FOOT WIDE CONCRETE VALLEY PAN. SEE SITE DETAILS. EXISTING SIDEWALK TO REMAIN. EXISTING SITE LIGHT TO BE REMOVED. PROPOSED ENTRY VESTIBULE (SEE ARCHITECTURAL El-EVATIONS). PROPOSED TRUCK DOCK (SEE ARCHITECTURAL ELEVATIONS). BASIS_OF_BEARINGS - GPS DERIVED BEARINGS BASED ON A BEARING OF N00°53'20"W ALONG THE WEST LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BETWEEN A FOUND i" BRASS TAG, STAMPED "LS24966" AT THE SOUTHWEST CORNER OF SAID LOT AND FOUND 1-1/2" ALUMINUM CAP AT THE NORTHWEST CORNER OF SAID LOT AS SHOWN HEREON. COLORADO STATE PLANE CORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO. LEGEND - -- - PROPERTY LINE - - - - - - - - EXIST. EASEMENT LINE - PROPOSED ------- EXISTING TO REMAIN EXIST. SIGN LS LANDSCAPEAREA PROP. RETAINING WALL 4 EXISTING FIRE HYDRANT CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: SITE PLAN (WEST) SHEET NUMBER: 8 OF 20 1 - - -Ii.- --Il- I- i. I-- --Trm- APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 41/2" 1-1/2" R « 1.9 113/ L-Z L 1'-1/2" Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS B 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC ART UELZMONSTRUCTION 5" 1"/FOOT 5" 6" 6" 1-1/2" R STOPIA I - UNIVERSALSTOP SIGN Rl-1 b h. 1-3/4xl-3/4 STEEL 4'POST PRIME AND PAINT BLACK WITHNli--3fult 1',' POLYURETHANE5 71 I l-1 h- ACRYLIC EXTEND1 1.:POST MIN. 3 FEETU BELOW GRADECONCRETE FOOTINGPER STRUCTURAL ENG. STOP SIGN 1.0 r ' RESERVED PARKING Er).El UNIVERSAL HANDICAPPED 1 SIGN (frOW AWAM I \l[ ZONE 7--1- THIS SIGN TYPICAL ATAce¥*Me,<EACH HANDICAPPED PARKING SPACE THIS SIGN AT- VANSPACES9 ONLY h 1-3/4xl -3/4 STEEL0"-posT PRIME AND . PAINT BLACK WITH2-1111 -1 It-11 -1"-ill lei 11*i + d" POLYURETHANEbLE' 11*11 j 1 2 ACRYLIC EXTEND£5 1 84· · POST MIN. 3 FEET.U BELOW GRADE CONCRETE FOOTING #--PER STRUCTURAL ENG. HANDICAP SIGN HOOP RACK -Specifications and Space Use Product Name Dero Hoop Rack + A. manufactured by Dero Bike Racks Bikes Parked per Unit: 2 Materials: 1.5 ' schedule 40 pipe ( 1.9" OD) Finishes An after fabrkation hot dipped galvanized finish is standard. 250 1-GIC powdci- coat colors and a stainless steel option are also available. Our powder coat finish assures a high level of adliesion and durability by following these steps 1. Sandblast 2. Ii-on pbospliate pretreatment 3. Epoxy orifnet- electrostatically applied 4. Final thick TGIC polyester powder coat NOTES: 5"0. 24" fh COMPACT- SUB-GRADE IN ACCORDANCE WITH PAVING NOTE (TYP); SEE SITE PLAN 1'-6"1'-6" 1'-1/2"4 1/21'L CATCH CURB SPILL CUR 5' SEE PLAN 0.5' -TRANSVERSE SLOPE SHALL MATCH THAT OF ADJACENT PAVEMENT REFER TO PLAN 3 No. 4 BARS AT 18" O.C.E.W. - INTEGRAL CURB 1. INSTALL RACK PARALLEL TO WALKWAY AS SHOWN - SPACED 30" FROM EDGE. PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION,2. INSTALL WITH IG (IN-GROUND) MOUNT PER MANUFACTURER'S - RECOMMENDATIONS. FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES",3. BLACK COLOR, POWDERCOAT LOCAL CODES, AND AS SPECIFIED. CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL STERLING DESIGN ASSOCIATES, LLCVEHICULAR PAVEMENT IS MORE STRINGENT ISSUES & REVISIONSON-SITE TRAFFIC SIGNAGE DETAIL BIKE RACK DETAIL CURB & GUTTER (PRIVATE)NO.: 1 DATE: 12/01/2017 BY: JGS NOT TO SCALE NOT TO SCALE NOT TO SCALE DESCRIPTION:1STSUBMITTAL , NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: DESCRIPTION: NO.: 4 DATE: -BY: DESCRIPTION: NO.: 5 DATE: -BY: DESCRIPTION: NO.: 6 DATE: -BY: DESCRIPTION: 6" RADIUS- DATE:SCALE: 12/01/2017 1" = 20'/- WHITE REFLETIVE PAINT A- 4" STRIPING/\ PAINTED WHITE PROJECT MANAGER:PROJECT NO.:9 7 li JGS 2'-0" 2'-0"2'-0"JGS . a DRAWN BY:DRAWING FILE: . .1. 1 <-- 10" 1- 8,L 03>te, 3" 4"TYP BLUE BACKGROUND (6" AT TRASH) 1 / 0 6"YELLOWTRAFFIC STRIPE -4" \ - r- 4" DIA. CONCRETE FILLED STEEL TUBING / (6" DIA. AT TRASH ENCLOSURE) -/ PAINTED TO MATCH BUILDING TRIM 4 - 1 '-0" - FINISHED GRADE 8" - SEE PAVING 1NOTE lll lit ASPHALT PAVEMENT 4 WW 6x6x4.4 OR #4 @ 1811 O.C.E.W. REINFORCING (LAP ALL JOINTS 6" MIN) COMPACT SUB-GRADE IN Fll1 l NOTE (TYP); SEE SITE PLAN ACCORDANCE WITH PAVING ASPHALT PAVEMENT1" 2 PROJECT: APPLEWOOD NORTH 0/SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO -ki 01 I D 1.,11 ¢ r .E,11 :- = 1 - t....'' rs CLIENT: 1'-8" 2\14 9 811 J . '*- Q OF PARKING SPACE ,I. .... /- CONCRETE FOOTING · / PER STRUCTURAL ENG.L J.. g CONCRETE SHALL BE IN ACCORDANCE-Fl WITH PAVING NOTE; SEE SITE PLAN REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 1--PER PLAN - TEL: (303) 300-5300 DHANDICAP SYMBOL DETAIL<BOLLARD DETAIL STRIPING REQUIREMENTS 4' CONCRETE VALLEY PAN DETAIL (PRIVATE) SHEET TITLE:NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SITE DETAILS SHEET NUMBER: 9 OF 20 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN ADA SIGNAGE ON STEEL POST. SEE DETAIL, SHEET 9 (TYP.) 3'-2" L L 5'-1" 9'-6.6'-1" 8'-0" .11.• 11.5" 6'-1" 11.5" 411 11 1 1.1 1/.THRU ARROW TURN ARROW I \ I \ \ I 9.0' ACCESSIBLE SPACE f J 7 (- 9.0' ACCESSIBLE SPACE -21-0"- 1-4 (VARIES)1 F CENTER ON DRIVE TYP.-CENTER ON LANE \\\. 1. _L . I I I . -0" 2'-0" 2'-0" 9.0' ACCESSIBLE SPACE -0 11\11 . Sterling Design Associates, llcC-) 9.0' ACCESSIBLE SPACE 8' - \ \ \ CIVIL ENGINEERS - LANDSCAPE ARCHITECTSI \ 6 \ I I \ I I \ \ I 9.0' ACCESS AISLE \\4111'RAFFINYEl_L TRI]Rlt'G «4 \9 9.0'ACCESS AISLE -WHITE CROSSWALK BAR - - - 1· LENGTH VARIES OWS CER[q- 10 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com 1 I I \ I WHITE STOP BAR . 9.0' ACCESSIBLE SPACE TO DRIVE CENTERLINE9.0' ACCESSIBLE SPACE 1 1 • 6'-3" PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 .I FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC ADA PARKING SYMBOL / SEE DETAIL, SHEET 9-1 PEEL[IMOHARY(TYP.) · 8'-0" NOT FOR CONSTRUCTION \- \/. TYPICAL ADA PARKING DETAIL LANE STRIPING DETAILS STERLING DESIGN ASSOCIATES. LLC NOT TO SCALE NOT TO SCALE ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAI- NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: DESCRIPTION: NO.: 4 DATE: -BY: ' DESCRIPTION: - 6" i i SEE PLAN i NO.: 5 DATE: -BY: -1 1 1 . 11 1 CONCRETE DESCRIPTION: N¥ld 339 NO.: 6 DATE: -BY: - FLARED CONSTRUCTION (SEE PLANS) DESCRIPTION: 1/2"WIDE x 1/2" DEEP GROOVES SHALL BE SPACED AT 12 INCHES. DATE: , SCALE: CURBED 12/01/2017 1" = 20' CONSTRUCTION 2'R-1 6' PROJECT MANAGER: JGS PROJECT NO.: WIDTH DRAWN BY:DRAWING FILE: AS NOTED ON PLANS JGS J L CROSS SLOPE 1/4" PER FOOT *SEE PLANS FOR CURBED OR FLARED CONSTRUCTION 1 4 4 4.4 4 1 4 4 . ... I. 9 4, .4 6 17 4 '4 / 4 4 .4 PROJECT: 4 APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO r- ASPHALT PAVEMENT CONCRETE SIDEWALK m r-RAMP I I1 , 1 -1 4" THICK SECTION A-A NOT TO SCALE 1/2" PREFORMED, FULL 1/8" -.-I DEPTH, JOINT MATERIAL He-lpilic; 1-01:Jilli.--rs - f th rive ai £61/8" R (TYP.) w0 2 X CLIENT: 2 r REGENCY CENTERSEXPANSION JOINT 8480 ORCHARD RD. SUITE 6900 NOTES: - GREENWOOD VILLAGE, CO 80111 NOTES: JOINTS SHALL BEPLACEDATA MAXIMUM INTERVAL OF 5 FEET.TEL: (303) 300-5300 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 4. LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE CDOT 5. CLASS "A". 3. RAMP AND WINGS SHALL BE POURED 6. MONOLITHICALLY. MINIMUM WIDTHDF RAMPS SHALL BE 4 FEET AND RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1. MAINTAIN BACK OF WALK ELEVATION AT 2.0% ABOVE TOP OF CURB. NORMAL GUTTEI@.FLOW LINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF RAMP SLOPE. A 1/2" EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. 2. EXPANSION JOINTS SHALL BE PLACED AT STRUCTURES, PCR'S AND EVERY 50 FEET. CONTRACTION OR WEAKENED PLANE 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 JOINT CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHEET TITLE: SITE DETAILS SHEET NUMBER: CURB RAMP DETAIL (PRIVATE) ©ON-SITE SIDEWALK DETAIL (PRIVATE) ©10 OF 20 NOT TO SCALE NOT TO SCALE APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 1 1 1 1 1 1 1 lilli I fli GRADING LEGEND1 1 1 1 1 1 - - - -R.O.W. / PROPERTY LINE --....I---.3. _ 1-===L--LIL - - - -ADJOINING PROPERTY ·,·· ·.Ma-m-*-7--=-2_1 A 91 0/ /--644 /r.m·<·33*ul2/164%#ISIVARM'C=Z/* ··1&0/;209922%4 JEZI.E=5//*32//I„LF* -47·272*fdo -JIN*%NAME21EPemNCZ3=SETEZZI*t'grKIZE *UZZ®':424B9%€3123:;1: 2-fr·cCIZ3508=I=*"*2LE*02@Pt**INT-3983F;962rIJR#€Al';'2·ZIEZEm;Fr) IZZJ·'-- -Ur Me·-· -J s•· ri_ 't.Z=40=RAT8*RZEIN€72;*9'2=LY//;-7- 1 «-T -6605- - EASEMENT LINE- 1 tr ' K, 1 rb'\12 -/---------- EXISTING TOREMAINL#*-1-30 . .br ZE.37---.-29 t...L-7:1/7 11 1 M «11 1 ® ®U .booth 1 KNINVA.\ \ xk.1 , 1 t---F-I cowpAco - ... Vt=e=„Ed /«2 1 et:Zb kih m 4 - A-TRhe-farg-c• r-5513- -0.1 -PROP. CURB AND GUTTER - -. .jyhE=jf\'\1.14:401\##tunte<XN\U«t«mixx«X«uxurl.kil. 'V.INFOXXXXXTUUXNX-9-914 1CONTECH CDS4040-8 STORMWATER -EXISTING STORM SEWER TO REMAIN E 4 1 NE-777--277===ZIZE.Z. PROPOSED STORM SEWERLTREATMENT DEVICE kl IA mE=n=J=z=z=Im:=En-=Im=zE EXISTING STORM SEWERSEE UTILITY DETAILS 4 01R k EXISTING 1 JI PROPOSED STORM INLET \ PETSMART EXISTING 91 11 ! KING SOOPERS NOT A PART NOT A PART -- --- --7512-·--- - -- EXIST. CONTOURE all ' EXISTING VACANT A J -7512- PROP.CONTOUR WALMART A PORTION OF LOT 1 >1 1 0.58%PROP. SLOPEAPPLEWOOD WLLAGE SHOPP/NG CENTER SUBDIVISION 4 PROPOSED Nk MULTI-TENANT FILING NO. 2 COMMERCIAL RETAIL 22.94 ACRES(TENANTS TO BE BENCHMARKDETERMINED) r...uu A 500 ¢33 4 70 % 9 4 \ -9099 -6099 - rn \ 0ilj,4 3.5' MAX HEIGHT 'fRETAINING WALL \ reumbl mwAl- Il .k-&\ 0\ 937. 571 -lo -m *03 < OF? K\ U.2 A . 1 --·---1,4. EX. FF EL. = 5507.20 ....... I #illt-1--11=4j 3-K • r '/ ;lil €23 STOP b R»1114».1121-2111=111.1131319»492-:- - . e-- 216 --tzrr **72 22522> 0- --M,--,=<P -_03* _32 --°-- --1-430,2;Ial·Ilte -n333[23==F1 \ if .-1 1 1 jec 04\ 57 FT PS 1,>0 AX J li 1 1 »Aut b.1 0/ / Ils'll JK _ L -0- _jJ A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK 7-77-7-7-7-7--7-7-7-7-7 AT THE SOUTHWEST CORNER OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, BEING A FOUND 1-1/2" ALUMINUM CAP, ILLEGIBLE WIT -- HAN ELEVATION OF 5519.20 FEET. A CHECK SHOT, 0.1' 1 WAS TAKEN ON CITY/COUNTY OF WHEAT RIDGE POINT PHAC-2, BEING A CITY OF WHEAT59 Ck<th\RIDGEALUMINUM DISK, STAMPED "CITY OF WHEAT RIDGE, SURVEY MONUMENT, DO NOT DISTURB, PHAC-2" LOCATED 0.3 MILES FROM SITE, 1| WHIT A PUBLISHED ELEVATION OF 5451.56 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. 11 j 0 f #1 V *S Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES. LLC »11 1 i/EXISTING STORM SEWER TO REMAIN -2 IM \\1 X\\ /au 7_j 1 1\ i -Il k A InT-Al D A: U 11 11 j -\\ 1tr-\11 LO t 1- ---5505. -"%099 7 L.1 .- L-1 R TLY 44 1.4 9 NOT FOR CONSTRUCTION FIt - 1I 04 37 It--*5504 - 4 L-A 11 N e 1\\ELIL / 1--4.0-FOOT / -VALLEY PAN. 1 / 7 /v 1e '' 1-'3.6\4 U / CONTECH CDS5653-10- 0 -.0 -STORMWATER \ TREATMENT DEVICE -7 - SEE UTILITY DETAILS / = 1 /11-11 /11-4 - 1- / -4=jil{* ijeL.641 EUTURE DEVELOPMENT, 9 /li { 4-231 R EXISTING BU]LDING QDOBA / MAT, Fl RM NOT A PART I \ In --18 0 vy'Zf=19- -7 -'.-/El-=-- 4-\/1 U'-1 1-,11 1 11 0 13€ 1 /i 2 -RE 0 EXISTING 4 SHOPS 4 NOT A PAR-It E 37*Jill 1, 1 0 UD 1 --1 1 11Jr-Er Exi 4«aut e LEXISTING 44=x« i SHOPS - 1 -ilk M O 4 Lf1621_2 1 EXISTING 31 1/ I BAN) NOT A P 43 UU CD to- --1 i.'D LO Coj- Le) D j A /7 k L -11 1 Fb <>1 0 1\LO 0 1 a.-11 0 0 -li [9 0 1.0 CD *f IA r.67 fire I t 4-111\\j 'f1 .=ia. 1 2ED> V Z l =J==1==2%\ J'·. /. ': - - / ..# -0 -/,-4 2 'th=LV d &fl 'ht,· 1 EXISTING ':30 -Ar--1... iSIGNAdIZED - INITERSECTION \==2=====-I --- -- tx c=84 -"r 4 F/1 0 1 1 U 112'tr \ EXISTINGlilli Ill SHOPS 1 IT/1NOT A PART \ 4 - N I/ Mi - 11== \ 1-\ 64*.1 i 41 i \ I\11 Ed / 'UnL-64 #244 11 k 2221KED:2 1 1 1 1 1 /«11 t¢-7- V /<\« 7 ttti n e V iLL--X 14. Lf 21<5/ 4 STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS 11 4 f CD Lf) (r i 111(111 " ;«=dr:- 6 116= / I EXISTING 14:j SIGNALIZED' N NTERSE *ION f YOUNG-FLELOST-R EET» 2 - ----1 - J f f 43 0 <to 43 t t....-ZZU.I2. nt ..=- -=. / ---- 1---22 .C ----1 7 0 30 6 PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping_: retatiers thriTTE, al f i:.. t.r--f f.2 t . .'...1 ..L.. 4. 1 6,2.. i 61 1.4 1 CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 NORTH 10 120 SCALE: 1"= 60'SHEET TITLE: OVERALL GRADING PLAN SHEET NUMBER: 11 OF 20 1 1 i 11 b 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN EXISTING SANITARY SEWERMANIOLE TO REMAIN 1 -1.- ---1, k ---F<12>11,1,1 -1,1. :. 5 "'231-=Efilf+L°-°5Q -Ir,if I <CLIi.r: ...,222-0 ' i l :.23-··4 : I ·1 --J ZIL*eXELEIrk-t5%,2.J< 1-12%4?jf'=1-f·,4:Mf=:=m=Ile™IZE===E3#*i*%ECmEre·€22.M27¥--·-·147' r- -- Unt,71:ZE-3- In t! 1. CONTECH CDS4040-8 EXISTING 6" SANITARY SEWER STORMWATER TREATMENT DEVICE SERVICE TO REMAIN SEE UTILITY DETAILS EXISTING VACANT WALMART 1 010 7 Il =vISTING WAT r.6-U 39_ /-2» -111-1- -4-=-1 4 A Dr€-9 =2- Of__14 £71 1*aa| 14-4 %39 EXISTING 2" WATER_/ SERVICE TO REMAIN /i AlEXISTING FIRE LINE_j R TO REMAIN1 I kiNiz hg - C ll/ ER METER TO REMIN ..Al i 20 --1 - I i-N.--- -- . 1-- (}, 0 1 - -0-2 ru , 1 A -#4--1_ -.. - I r' -0,//-r„-(-gA( • I-,·---•-•-r.•tjt -. '22.53 4-sm -0.·.-=··. ==-ssy==1==5;·EG=4=3-T..-- -r-\-1-5' V.BLEY_JEAS.,MENI__il-I- rv M " '.-1.---LT ° -rf.,g144 »««4% K 9 LI1.70 1 1 «EJ ,\.hrboitizIZI.-=164)03-4 ·4._b-»0...4 9<.«th PUFJO 10' PSCo EASEMENT -m BK. 1768, PG 164 EXISTING EXISTINGPETSMARTKING SOOPERSNOT A PART NOT A PART - UTILITY PLAN NOTES ) EXISTING VACANT WALMART. SEE ARCHITECTURAL PLANS FOR ARCHITECTURAL IMPROVEMENTS. - ) EXISTING TRUCK LOADING DOCK. ) EXISTING FIRE HYDRANT TO REMAIN ./-1-Vixtr.,TVOI'l j EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN. EXISTING CONCRETE CROSSPAN TO REMAIN. ENERGY PROPOSED PEDESTRIAN AMENITY ZONE. SEE LANDSCAPE PLAN. EXISTING OVERHEAD ELECTRIC LINES TO BE UNDERGROUNDED BY XCEL 1-ss-ss----42?- Ill PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE T DETERMINED) . 20'----- 1 114 \ p n - EX. FF EL. = 5507.203,> --- PROPOSED 6" SANITARY 6" X 8" SERVICE WYE INTO EXISTING SEWER SERVICES AS - 8" SANITARY SEWER MAIN REQUIRED BY TENANTS INV=5587.65 +A (EXACT LOCATION TO BE DETERMINED)-A ©[b d]0 SS -SS -SS SS - 4 /\\17 %28-13 -3--3 --3 ----,31.-1- 7-+ 13 1 \\1 b '\ 4 \Ihi \4%4-·-4 213 ..2i L_/r--2,191\ NJ·,1 1 3% 1 11 28 1-1-1 /.-4 \1 \AP< 1 UF 1 11 - t 10.0' PSCo EASEMENT' -fj m.4 7 40r BK. 2309, PG 9()6 /. M 50.0' il 4.1 -re. -1 H ltv 18 ty n h Cli OC 24 k 11 W // W \ \ 1 A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION # FILING NO. 2 * 22.94 ACRES(252--pr-tIL-/ ki \1 i M 65 til - 31---- ;aK/t==gr- e L--.-a===--1--- ----- _1 -1 9-- 11-3 \ 3--\ A. 1 112-1.| 1 14 11 ='1NOTA PART 11 :- il Ill #1 - '01 'i 3.3 31 Ld -<3> | Ld UTILITY EAS E M E N T 1---*-4 IF 111 BK. 1916, PG 458 1 1 ¢4»1 1 EXISTING 4 SHOPS i NOT A PAR-1% 'L /1.full 1 {n {i) 0 l J J P g lai 12,110,1 t 1 3 ------11 l \%9 CllOP LAJ 4/ 24" STS / LE=7-VIZEE= 11 111001 1-Ll 0 (34 0 1 49 4/ r114> \ 1 \\'fi Il lij LU 2 - E t Ul 3 CD a-/CD 6 44 l tly-4 l'1.1 1 61 1 11.lili <29 MI J EJU- EXISTING FIBER OPTIC LINE TO REMAIN. PROPOSED CONTECH CDS STORMWATER TREATMENT DEVICE. SEE UTILITY DETAILS. PROPOSED 4.0' VALLEY PAN. SEE SITE DETAILS. PROPOSED RETAINING WALL (3.5 FOOT MAXIMUM HEIGHT). EXISTING STORM SEWER TO REMAIN (SIZE NOTED HEREON). PROPOSED STORM SEWER (SIZE NOTED HEREON). PROPOSED STORM INLET (PRIVATE). PROPOSED MANHOLE (PRIVATE). EXISTING STORM INLET TO REMAIN. EXISTING SANITARY SEWER TO REMAIN . EXISTING WATER MAIN TO REMAIN. EXISTING TELEPHONE LINE TO REMAIN. EXISTING GAS MAIN TO REMAIN . EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN. NOT USED. EXISTING STORM SEWER TO BE REMOVED. REMOVE EXISTING INLET AND INSTALL NEW MANHOLE. EXISTING IRRIGATION LINE TO REMAIN (LEE, STEWART & ESKINS DITCH). ( Sterling Design Associates, llcCIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.Sterli ngDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC FIRELOMIONARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC 1.U <12H 23> l 25 Ti Il CONTECH CDS5653-105/1 1 ISSUES & REVISIONS STORMWATER TREATMENT DEVICE )\/ EXISTING OVERHEAD ELECTRIC LINE TO REMAIN.NO.: 1 DATE: 12/01/2017 BY: JGS 114SEE UTILITY DETAILS -1 -0--027> 2 ) EXISTING SITE LIGHT TO BE REMOVED. -k,3292Iii DESCRIPTION:1STSUBMITTAL/ \-1 Pke 5, SEWEIPIEASEMEN-rui NO.: 2 DATE: BY: / $*itr A 7 'X .s:0'.BK 1 7, PG 157 - EXISTING SITE LIGHT TO REMAIN.DESCRIPTION:LJ 11 832*Er-1 \41 irk€49[1 // CPI -1 EXISTING .\\ EXT6' SHOPS I NO.: 3 DATE: -BY: - U ) EXISTING ELECTRICAL LINE AND CONDUIT TO BE REMOVED / ABANDONED./%0*:77 DESCRIPTION: - Liuv j U_1-1 EXISTING WALMART PYLON SIGN TO BE REMOVED. -NO.: 4 DATE: -BY: -4 EXISTING EXISTING "CITY OF WHEAT RIDGE" SIGN TO REMAIN, - 11 < NOT A PART > EXISTING \WATER METER.DESCRIPTION: - SHOPS NO. 5 DATE: -BY: - DESCRIPTION: - //=====ae'.9 -F / 4»,> '1%'. C NO.: 6 DATE: -BY: - 1 W 1- 8' PSCo EASEMENT -----F - W-J 0 .-DESCRIPTION: -BK. 27* PG.-73:7 T X/ . ' i .::-hiE42..123 10 11 d 7*74* lej-3-t' 7%-\ r \ 1 <77«41+4 <11 1\ -' FUTURE DEVELOPMENT hiv -.1 9/p J 1 1E EXISTING BUILDING 4 DATE:SCALE: /4 27 p 11 /111./1QDOBA/ 'EXISTING \ 1 5' SEWER EASEMENT/ A \ 12/01/2017 1" = 20' BANK --Bl< 1877, PG 157 i PROJECT NO.MAL FIRM I i]I NOT A PART NOT A PAF \ e PROJECT MANAGER: JGS/,2.»u-»4-4 11 f » \\.»11-1..3 G. --- ,4/ --7 - -.¢21 -=Ii,DRAWN BY:DRAWING FILE: 10.0' SEWER EASEMENT-1 3 1 -91 -»02 -f/l8' PSCB EASEMENT R -JGS BK. 1832, PG 558 lik BK 2745,G 737 442 1 -TRAFFIC SIGNAL EASEMENT 34\ \ 1 D Giv' »11\\ A A lilli G T 12 /40\ 71-1 LU U 16 /=\ ]1 43 11?11., frk.- 44 WIZ L Uf 3 4 4591N 1 54 q 1 J LL INe P A U 3 f l .(b / \IU)1/ EXISTING SIGNALIZED INTERSECTION 1" " - -1 :gn--.*551.argamWit#,I:272''E -- 7 b.1 14! e7%77 * -- --- -- - '-IL Il-- - - t-.&911 92.- 3 22·· -'' -4=4#46-1.· 4 3/i: ··,· - -- ' fi)'i€»=kl·,*»..-. , ·..· .-:*--L-AA ' ·-LIZZ.22 -h,!r (r-r-._,-Jij_.„_„-__LID-----*--@------,1.» 3 EXISTINGYOUNGFIELD STREET ----=-c,---- -IGNALIZED''-4_-__4_-__-__INTERSECTION ((11),4 ------1-- Cul,M --.- (Ul)/t:*zzz=z-(Lu)14==zz=QEM ----- (UAM. -*--m.-- (u.Qy --.-·--:(Ylk.--- Cill.tz---(90&- (ui)AA 22 -(PM)*f.14;Af·-,-·--.EDA------%2.52/#*. •. /=I-&: -'*.%&#) #. I.-...17.--=.*'# I----i--II.--I.*=-.-#.-.*-#*%--'.*.--#I=/-'#..##I--... -141......I./*tt.**/I.1'/kn=-.=.ITTi.I='..„„X,...'*-/ r=,1+=1'ma,1#--„1.L-„.-==..=-;I .-„A................-'..... i* 1 E <V =T---ENE %"1-29 1------ 3{> OO PROJECT: 1 APPLEWOOD NORTH = SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO He·lpi.11!21 1'92Lcili'.1', 2-, f th.rive 421 1 0 F( (Ul)?A 0 CLIENT: LEGEND REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 - - - - PROPERTY LINE -E - EX. UNDERGROUND ELECTRIC LINE -W - EX. IRRIGATION LINE E--1 - - - - R.O.W. LINE TEL: (303) 300-5300EX. OVERHEAD UTILITY LINE D€)PRO. SITE LIGHTING EX. SIDEWALK NORTH 0 30 60 120- G - EX. GAS LINE Q PRO. STORM MANHOLE SCALE: 1"= 60' 6-Eff=ff i.fl_2212.55»f3323=/ifffECE. EX. CURB & GUTTER M€38%EX. STORM SEWER g.PROP. STORM INLETS SHEET TITLE: OVERALL UTILITY PLAN2.Iiri===0 PRO.STORM SEWER .PRO, CURB & GUTTER O EX. SANITARY MANHOLE - SS- F0 W EX. SANITARY SEWER LE PRO. SANITARY SEWER EX. FIBER OPTIC LINE EX. WATER LINE EX. STORM INLET SHEETNUMBER: 12 OF 20 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN FIBERGLASS SEPARATION CEN CYLINDER AND -1.FSCRINLET 6 / TOPSLAB ACCESS (SEE FRAME AND --·/1 /8.- iCOVER DETAIL) \ ,/ /\ f · f: '. -A 'k -' -9 4 - \ 5.36 , Flow 1- ' :./ CDS5653-10-C DESIGN NOTES COS5653-10-C RATED TREATMENT CAPACITY IS 14.9 CFS [396.5 Us], OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS 50.0 CFS (1416 Us]. IF THESITECONDITIONS EXCEED 50.0 CFS [1416 Usl, AN UPSTREAM·BYPASS STRUCTURE IS REQUIRED. THE STANDARD CDS5653-10-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW, SOMECENTER OFCDS CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS.FIBERGLASS SEPARATION -- STRUCTURE. SCREENCYLINDER AND INLET 16 AND SUMP OPENINGit CONFIGURATION DESCRIPTION TOP SLAB ACCESS b GRATED INLET ONLY (NO INLET PIPE)(SEE FRAME AND --- COVER DETAIL)GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PEPE) CURB INLET WITH INLET PIPE OR PIPESA SEPARATE OIL BAFFLE (SiNGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) : SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS CDS4040-8-C DESIGN NOTES COSIHZ 0.8-C RATED TREATMENT CAPACITY IS 6.0 CFS [169.9 l.,4 CR F ER LOCAL REGULATIONS. MAXIMUM HYDRAULIC iNTERNAL BYPASS CAPACITY ISTER OF CDS,STRUCTURE,30.0 CFS [850 trs!· IF THE SITE CONDITIONS EXCEED 30.0 CFS 1850 1-»i, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. E EN AN D SUMP OPENING THE STANDARD CDS4040-8-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLEAND ARE LISTED BELOW. SOME CONFIGURA ! IONS MAYBE COMBINED TO SUIT SITE REQUIREMENTS, CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIF>EOR PIPES-6 =i CURB INLET ONLY (NO INLET PIPE)..N. & S CUR8 INLET WITH INLET PIPE OR PIPES --- SEPARATE OIL BAFFLE (SINGLEE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS V FLOW;·-1 - : - „4/ ,/ ,/: JL- TOP SLAB ACCESS L -ICi' SLAB ACCESS 96• [2438] I,El. MANHOLE STRUCTURE 120- [3048] ' D. MAX. SITE SPECIFIC MANHOLE SITE SPECIFIC \ DATA REQUIREMENTS STRUCTl ITE 1 DATA REQUIREMENISfo INLE-PIPE (MULTIPLE INLET PIPES MVY BE - ACCOMMODUED, PLAN VIEW B-B STRUCTURE ID N.T.S.VTER QUALITY FLOW RATE (CFS OR Us) •CONTRACTOR TO GROUT TO / f j j PEAK FLOW RATE (CFS OR Us) 0-FINISHED GRADE In GRADE ,1 1614- CONTECH PE: 4.1 RETURN PERIOD OF PEAK FLOW (YRS) · C %3%*1-?bJ&3*41..../ 1/ RINGS/RISERS SCREEN APERTURE <2400 OR 4700} 9 PIPE DATA:1,E.MATERIAL DIAMETER 9 INLET.PIPE 1 • · • 9 gINLET PIPE 2 *C. \ 9.22«f,/1 1.* ·AL..4.--/1./OUTLET PIPE ¢ * 4 I '-1 %1 RIM ELEVA..ION 1.--71 12 +.-- m 1.4.-I4 CY--C)· - ANTI-FLOTATION BALLAST WIDTH HEIGHT 9E '0g OUTLET ' B FRAME AND COVER * * 3111.2-7 3 - 4.- L,CPIPE NOTES/SPECIAL REQUIREMENTS: 6 :1 1 4 (DIAMETER VARIES) 8 B INLETPIPE2. (MULTIPLE INLET PIPES --·-.1 111, :-7 N.T.S. w· PER ENGINEER OF RECORD Z1 1 1 35 - --1 MAX. PLAN VIEW B-B N.T.S. 944 L 1 < 4 f.U| rENTECH kf' rP. ./1 . ' --' ·11I -, I /'illic'ir I cill' ,]p» 1 1C 1 4:#Ji.-*FO-i=.P //1 -1 FRAME AND COVER B (DIAMETER VARIES) N.T.S. STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR Us) * PEAK FLOW RATE (CFS OR Us) RETURN PERIOD OF PEAK FLOW (YRS)SCREEN APERTURE (2400 OR 4700) · Sterling Design Associates, llc PIPE DATA: 1.E,MATERIAL DIAMETER INLET PIPE 1 - ..CIVIL ENGINEERS - LANDSCAPE ARCHITECTS INLET PIPE 2 * * OUTt ET PIPE , .I 2009 W. Littleton Blvd. #300RU ELEVATION ' ANTI-FLOTATION BALLAST WIDTH F HEIGHT Littleton, CO 801.20 303.794.4727 ph NOIES/SPECIAL REQUIREMENTS:www.SterlingDesignAssociates.com * PER ENGINEER OF RECORD j i .> _ PERMANENT / 00 , POOL ELEV. ,, I oIL BAFFLE . /'· L 1 SKiRT GENERAL NOTES u, 1. CONT[CH rO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. £1 3 FOR B-ABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED 4 SOLUl'DNS LLC REPRESENTATIVE·www*techES.corn --1 2' 1 1711] i-=5. STRUCTURE SHALL MEET AASHTO HS20 AND CAS IINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION S 4. CDS WATER 01 JAt ITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL. DESIGN DATA AND INFORMATION CONTNNED IN THE DRAWING, SEPARATION , |ATI OR BELOW. THE OUTLET PIPE INVERT EELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER Fl.F=VA-l ION SCREEN ..6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING, INSTALLATION NOTES A. ANY SUB-BASE. BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALLBE SPECIFIED BYENGINEER OF RECORD. SOLIDS SlORAGE _.j ¢11>*1.192 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).SUMP C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. ELEVATION A-A E. CONTRACIOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. N.T.S.SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED, CONTECH CDS4040-8-C ENGINEERED SOLUTIONS LLC ONLINE CDS©DS'www.contechES.com 9025 Centre Polite Dr. Suite 400. West Chester. OH 45060 STANDARD DETAIL 800-338-1122 513-645·7000 513-645-7993 FAX CONTECH CDS4040-8 STORMWATER TREATMENT DEVICE NOT TO SCALE CONTRAC,OR 10 GROUT TO FINISHED GRADE GRADE /- RINGS/RISERS 1 8 E . OUTLET 1 i I. PIPE I 1 U=== -------1414 u -i: 2 1 .-r- N GENERALHQ]JAf-CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.| : PERMANENT 2. DIMENSIONS MARKED WITH C ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.oiL : 4 5 f. ··-- POOL 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED BAFFLE - R .] , .ELEV. p 4. CDS WATER QUAZ ITY STRUCURL St-IALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.. Ct SOLUTIONS LLC REPRESL.Nl ATI,VEL. w·¥M contechEScom SKIRT .1 3 / 1 2 5. STRUCTURE SHALL MFET AASHTO H'.20 LOAD RATING. ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, IHE OUTLET PIPE INVERT ELEVATION. ENGINEER Oc RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CALTINGS SHALL MEET HS20 (AASHTO M 306) AND BE4 CAST WITH THE CONTECH LOGO.1 1 .-.7-7- .6. IF REQUIRED, PVC HYDRA! JLIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARYSEPARATION_.1.'-· ·' ··'·'·i-g 3'01914] ;-·... l.' I. .DURING MAINTENANCE CLEANING. SCREEN 1 1NBIALLATIQI NOIES A. ANY SUB-8ASE, BACKFiLL DEPTH, AND/ORANT-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED1/BY ENGINEEROFRECORD,i El | : · 8, CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO UFT AND SET THE CDS MANHOLE STRUCTURESOLIDS :<- : 4 (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. SUMP D. CONTRACTOR TO PROVIDE, INSTALL. AND GROUT PIPES. MATCH PIPE INVERTS WmTH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT tS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.ELEVATION A-A N.T.S. ONTECH CDS5653-10-C ENGINEERED SOLUTIONS LLC ,ONLINE CDS¢DS www.contechES.com 9025 Centre' Ponke Dr., Suile 400, West Ch·· 46, 0 1 45069 STANDARD DETAIL ROD.338-1122 513 645.7000 513.645-7·03 'AX CONTECH CDS5653- 10 STORMWATER TREATMENT DEVICE NOT TO SCALE PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELOMIONARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.': 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1ST SUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: - DESCRIPTION: . NO.: 4 DATE: -BY: - DESCRIPTION: NO.: 5 DATE: -BY: DESCRIPTION: - NO.: 6 DATE: -BY: DESCRIPTION: DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping; retai-tors - tinrive ai •0···; CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 13 OF 20 V·AD.CONTECH-CPI.COM'ROOnCOMMON\CAD\TREATMEND··22 CDSy:0 STANDARD DRA:VINGS,ONLINE (CDS-er·DWG\C{)340461&·C-DTLDWG 9'250015 8:40 AM CO --- (L !1 : l2711-1 -1-/ =tz. -4,F 1 1-, /___11APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A/ f / SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN LL*Maft¢ L\f .1 1-- -u'---7- . Vj---f, .+T- "979--mH-- - V 1,4 'th - SS THIS SHEET i 1 €23 SOO° 45' 58.21"E 666.28'-2 Iii 'M--4 =1 I f\%16 31'#VE *12/@f-=--t-=-431%14»-- 1 - 4 ,16.-H'.'....1--.2--L_.--- 52'-53.54!E----- -B- O -'-'-""--=I- ---dA LI-<--.---NA..0.-I...=a--...,I.=-./;4.I.-.il-. Ill ---*1_ --42 - _-_-7b----.-7 - 4,11,16-'O:2*=---v--/-/*.2//---__ - .··· ,-f1-1,5-MMMIA=17738firT/742,772--7174 fl«urrmur9%9£Ezlic:'imuiLingnp:tULIE*-3*132>7031-222r3731223*912221*3iZI-ZIrfftl21Er«'50 'U?'."*.,--*:'·yIm':IEr *int t u_« ----·* -u.-0186° 06' 03,44#W .Al ,AU _L '%\Y \Ul .... .---, -----I .-9*4,1 \\\ TRIANGLE \,\F '· ,.16 j :i ' __.. ilit....§- i ,-_-0.. .u_--_Gi:22. _-tilqJ'.L__ ' t.-1- L-1--2393\19-6«' t.492% 4% 2112- -4.- -:= - 4=.1.. y' " » 1 L 10' UTILITY EASEMiENT | f --- , .·.., .:·-3=-27-0*=f/·-13/. -95:,UTILITY_;EASEMEN*'0· rpm 0 42el. 1 43./\\1 ,«1 - IL -r-, · -·4- -4-- '0' -2 - .=r- f --J.4>1 I | Ir -7-2 _41. t·. 1-IZ I -6, N4 \ 23 l14\ w \ \A;I - --· -'--- ' : i-------0 --·-,-- .... ·-,-0----r----.---0--0-0--,--,----0 ..------_-0.-_-,_._.0-_____0__.1-_--6------ -0,-.---s-----9----0-----,90--9-9-,---8-11,1-,--s------0..000-0-09----.-7--".r----..,--.,r,1-------,-f)---L-W--.- '2-4>D-e--ee---*7-01---_r _._g__---ykg--- 0:¤:: a c=:, cp --r- I. i-_\\1\.e r '. )2\ 1 12 EX. PINE TREE ®® *11 44 1 1 I th r--61-50*--/-#------ri..- 9 R" T TO REMAIN ® [¢»---.-1.---- ---0-------=a:>=« -11----1. t>b \ f\ i T H.. 1 L- --0'od..._. ..(.J)< 36' HT., DBL TRUNK 10" & 12" CAL. ----·-·.(unod-(uj):03-'(Ul'oj-----.w)03---(Ul)03----(U;)02-- ---ry:„,9-1--(u.)0_q ---1 84 1 -FO-Fo-1 C=rtx; - . Tf '-(UJ)Old -8.--1'--(Ull)03-(Ud)(03--.--(lu)03-(u.,0,3.- I61\ Al cD i 4 -IAl- '2;?68.4-..7--h-r-»-'h GOOD CONDITION \ l O0 01d \ 0®®(® F-1 QU \ \T, TRIANGLED \ w N lk:xkx -- 2'TTa__.2 /4---·-- " rrJ *5 r.*€9'3 <77'r_,__ + 41' *>- EX. HONEYLOCUST TREE *QU-NOE[EUPIS*UIPUFFEU,=121 0 49 ,TO BE REMOVED + +54 1 14/ + + + 9 + +22' HT., 13" CAL. 1 i KEY MAPbE .1 -GOOD CONDITIEN, + + + + - 'SCALE: 1 INCH = 200 FT **+**+ - 1LU CE -EX. ASH TREE' .*** + <1Il-l.LI TO BE REMOVED *4/+4/ +4/*+4, 40' HT., 9" CAL. ,A PORTION OF LT 1*++++ GOOD CONDITION + + 4, 2 2 2 El-APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION EXISTING >·- EX. HONEYLOCUST TREE + + + ---FILING NO. 2 1 PETSMART TO BE REMOVED +4, + + +22.94 ACRES ,1 NOT APART I.Sool -688.58'01 - CD 2-11 49- 1 \t 02<1 1 0 0 237% lu e E, HE!W W (.0 NORTH , LJ MAr ' t=2=11 4 L 4,*22'HT.,11"CAL. . * * * + + + GOOD CONDITION. + + + 9 + 9 + + + + . --4.F EX. HONEYLOCUST TREE \ , '\ .. 1-O BE REMOVED + + '2' HT., 10" CAL. .4 3OOD CONDITION ...+1 \\t f.\ \1\1 4 1\ 4 14 \/U78 \ 6 \\ WA \ 1 \\1 91 \\ 4vt 9 4E A ...ift *t i \ ¢341 \\\Ly.. 91 %39 A . ' +2 C t N V 4,4, 4, t---1 t EXISTING VACANT WALMART PROPOSED MULTI-TENANT COMMERCIAL RETAIL (TENANTS TO BE DETERMINED) EX. FF EL. = 5507.20 50.0' UTILITY EASEMENT t. - -i BK. 1916, PG 458 Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 303.794.4727 pl Littleton, CO 80120 www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING COLORADO REGISTRATION NO. 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC EX. HONEYLOCUST TREE TOBEREMOVED PREL,[1 19[1 [1[N[ARY122' HT., 11" CAL. GOOD CONDITION 7331 4 \ p A;.EX. PINE TREE + „ NOT FOR CONSTRUCTIONEX. HONEYLOCUST TREE J-1 -TO BE REMOVED \ ,- \ ,% +TO BE REMOVED + 1 I I . {i__11 1_1_ 22' HT., 10" CAL. \/\ 7\ 1\ 1 10' HT., TRPL TRNK 5"/5'75" CAL. p-GOOD CONDITION* |-GOOD CONDITION \C · 99\/ 4. · \i \ *I + + + + +J 3,1 t 7 \ , 1 : 6 2,1 - ·\91/ + + EX. ASH TREE. 1- EX. HONEYLOCUST TREE-r'X._4-21 ./0 + ++TO BE REMOVED- STERLING DESIGN ASSOCIATES, LLCTO BE REMOVED \ /, ..< 4-14,+ 22' HT., 8" CAL. d- 22' HT., 12" CALJ U .0 49\ rEGOOD CONDITIOA /1//FAIR CONDITION >19< 1 / + 4 4 + _ ISSUES & REVISIONS1 \\\\\\\\ \1\ 0 \\\ 4 L+ lili NO.: 1 DATE: 12/01/2017 BY: JGSI o 4.:> 4 ,4% 4\\ DESCRIPTION:1STSUBMITTAL £ I T '- EX. OVERHEAD WIRES 7.-4«-f-------1----1TO BE BURIED ALONG 4 6. At ,\I NO.: 2 DATE:Up (1\3 ' Bjt1 BY: RIGHT-OF-WAY 1/ p 9 ----L 1 SIGHT -41 - DESCRIPTION: A 1 1 1 0 0 -SS - lEi InIF¥41 1 LikELIO-01)'ill \\ \7p. VIRIANGLE 7-./Jr\EX. HONEYLOCUST TREE- \ TO BE REMOVED \\26' HT., 12" CAL. 1,\ GOOD CONDITION S i 1 ---ss--EX.-ASH-TREE-ss TO BE REMOVED - 26' HT., 8" CAL. 0!144£-*.2==...'tainwi==gger,Nmam --lif' si=.u,2,;;Elia=Ea=2526 RA,m*,?Bm=,emt=¤%=am?SN'Em==2.3:,latenme¢>77.-*a*21 #nale.1;*l=*NW-mMJ...Pka*09M#Ry,2..=·fu'rn, ./.*/.2¢-*W-91fem,yal'!N,ten'*M,Net C/) 4/lf./.4./*=.-* .- -7.4.-- ·e".17·,MIF'. 'll'. 3/23# =zE=gm'I:=an·· -· '·.. ...- '" "I' /I': -O =%e==*ag, - - -AW t*»"r -*1*- - -" Tii mer'Mt?11'Nianu@*N852*,0, V " *Si --EX=-HONE¥LOCUST-TREE- TO BE REMOVED 25' HT., 10" CAL. rGOOD CONDITION _.1-EX:HONEYLOCUST#REEC- i TO BE REMOVED 26' HT., 9" CAL. 8) p·GOOD CONDITIO 008 SS-- --4 - *14*fr-CE-429*2.- --e=w#*%*emr: i 23 .1*M'je;*931· 29·120»Fe:tat.p0 2'Vt*'.-I';53.S=g/::P/'..=t19 - Idols rl'MOF-/1$592.mlfTW,¢mi?.=£B- -EX:HONEYACUST-TREE--( TO BE REMOVED 20' HT., DBL TRNK 4" & 5" CAL. EGOOD CONDITION -- E»kfam¥- a»91,lisy'9¢e!!1'1***=11= -INNVReS&*ray'·Ie · 4 t ·· · ··4 •lar. =04*I fGOOD CO'*Tle' rf.-- E> '1 EX. ASH TREE1 TO BE REMOVED 1 22' HT., 4" CAL.| 3 -FAIR CONDITION-12?=M i! 1 ECI 0 t 14« -1730 /,17 --34?=- // 1 9243280/I-/b ' NO.: 3 DATE: -BY: DESCRIPTION: DESCRIPTION: NO.: 5 DATE: -BY: NO.: 4 DATE: -BY 1 .- .-h ,-h n 0. 1 1 3 :f %4-%/-4/11, 1 1xy=16 1 C .tio 4,\ SIGHT - - L-=1= 53 rp tl ..\U -TRIANGLE -C.:PO01®3 -11 I \ -1 \ C. ASH TREE 74 j,- ,- 41 ·91-21\- -jr.1-71,?4 .1_ L il,>EX. ASH TREE-\- , --309#i,0i,: |---EX ASH TREE w i O BE REMOVED_--«722TO BE REMOVED \ ,TO BE REMOVED -- ------- 28' HT., 8" CAL.\2··------,I--EXIASH TREE 40' HT., 10" CAL. \6 TO BE--REMOVED----16' HT., 8" CAL. ___12_ 99OD CONDITION -1..GOOD CONDITION 1-ism _ FAIR CONDI1 - --POORCONDITION-4 - --1'6'1=ITU-3„-CAd 3 --/-1--=1 ----- 1\\\ _ LEX. HONEYLOCUSI3REE4\TO BE REMOVED - 20' H14-78-GALL--3 EX. ASH \\j \ \ -7-n r, r- 1-,r, i /1/ ir- n I 1 lu FAIR CONDITION - - -----4 -2.1<3-411 / 1 , MATCH LINE - SEE SHEET 15 u,4*,BLe 2¢43/..' Mit .7 LANDSCAPE DATA LEGEND TOTAL LOT AREA (RE-DEVELOPMENT AREA'A')434,367 SF A O to 0 1} 7 /h TREE 1 U DC riciv[Uvcu W _FAIR CONDITION 1 1 | /1 6JI 1 3111 /' - lilli 1 11[/ 2\741\ N 11 41 t 9413 1 21W V 11 1 Utill i i' LU i Eli ---7---- MATCH LINE -SEE SHEET 15 DESCRIPTION: NO.: 6 DATE: -BY: - DESCRIPTION: DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO 300DESCRIPTIONREQUIREDPROPOSEDPROPOSED 61 DECIDUOUS SHADE TREES .OLOOPEN SPACE/LANDSCAPING 1 )4)94)4) ° °LIVING LANDSCAPING 10% MIN. OF GROSS LOT AREA / 43,437 S.F. MIN.10% / 45,635 S.F. MINIMUM 21/2" CALIPER 0 HARDSCAPE(UNCOVERED 55% MAX. OF GROSS LOT AREA/238,902 S.F. MAX. 5% /22,546 S.F. PATIOS, INTERNAL SDWLKS) -4 9 0000*0.I Hict 1 ni:]ir: 1 -0g.©IiI PROPOSED 10,028 S.F. RIVER ROCK MULCH COVER b ....• .-0-0-01 thrive ati NORTH C 02 2 251 PROPOSED 7,847 S.F. COBBLE MULCH COVER 15 30 6 i ii /31 10 5 S SCALE: 1"= 30' .-. SEC26-502.D.3.a LANDSCAPE WITHIN BLDG STBK ABUTTING PUBLIC RIGHT-OF-WAY 0000 PROPOSED 5 EVERGREEN TREES CLIENT:DESCRIPTION LENGTH REQUIRED PROPOSED MIN IMUM 6' HEIGHT Nk.0934.·9· PROPOSED 7,103 S.F. RTF FESCUE SOD W 38TH AVENUE 545'1 TREE PER 30 LF / 19 TREES 19 TREES REGENCY CENTERS/7-31 (17,440 S.F. RE-DEVELOPMENTAREA"A"+ 35,102 S.F. RE-DEVELOPMENTAREA"B") GREENWOOD VILLAGE, CO 80111 PROPOSED 52,542 S.F. NATIVE SEED 8480 ORCHARD RD. SUITE 6900 SEC26-502.D.3.b ONSITE LANDSCAPE d-th PROPOSED 556 SHRUBSDESCRIPTIONREQUIREDPROPOSEDC ' 1 4-r MINIM UM 5 GAL. SIZE .0 TREES 1 TREE PER 1,000 SF REQ. LS AREA /44 TREES 47 TREES + 1 EXISTING TREE C-' TEL: (303) 300-5300SHRUBS10 SHRUBS PER 1,000 SF REQ. LS AREA / 435 SHRUBS 540 SHRUBS PROPOSED 246 PERENNIALS AND GRASSES*116 0 PROPOSED 3,217 S.F. SHREDDED HARDWOOD MULCH COVERMINIMUM 1 GAL. SIZE NOTE: ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. SHEET TITLE: LANDSCAPE PLAN (EAST) SHEET NUMBER: 14 OF 20 NOTE: ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. Colill -- L 1 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT JELIEZI...../....-.--JIJ-J Lj&-=-4- iwic*.cl2---:Li.I)t.ILL- '-'7'1 ·- ·- ·,4·-·-11*-I1.-9.1AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 1 al 1/\ \MATCH LINE - SEE SHEET 14 ;,2 M \ A \ 6 /\l \\ I1 \ \\\ \\ ,tn \ \I·'4 .- \ fil1 \\i. CD '9/ /1EX. HONEYLOCUST TREE-Q;T0 BE REMOVED 22' HT., 9" CAL FAIR CONDITION 73 \ 4\\ EX. HONEYLOCUST TREE TO BE REMOVED 22' HT., 13" CAL. GOOD CONDITIONm N -3% \\ EX. HONEYLOCUST TREI TC BE REMOVEI 22' HT., 12" CAL GOOD CONDITIOI ill \\ EX. HONEYLOCUS-,1 1 ILL TO BE REMOVED 22' HT., 8" CAL. GOOD CONDITION U \ 1 \14 EX. PINE TREE' TO BE REMOVED U.1• 2 U -- P 11 11 EX. ASH TREE -0----1-a,n *«1 111 .*-4.)·f'lik-- - TO BE REMOVED- 1-littolll 1 35'HT., 10" CAL.-·--4-£32«--tt=h==GOOD CONDITION LL 1 1 -EX. PINE TREE TO BE REMOVED - 20' HT., 10" CAL. r FAIR CONDITION 1-T EX. PINE TREE i TO BE REMOVED_j 40' HT., 18" CAL. ft GOOD CONDITION Milivillillim 1 12 0, iclA no /---1111 ' li# UJ L t i MATCH LINE - SEE SHEET 14 €.5 UJ D---92 Ev- \\ T TDCD.-- ,·11 ·11-,v-· La -0' -PSCR-SEMENT 1/ Blf.-2309.,PEEL _ 7 (0 1118.91%.DIll L LU -EX. PINE TREE // TO BE REMOVED, 22' HT., 12" CAL. /r -GOOD CONDITION i i .1 i- 1 EX. PINE TREE --------.---.----- ---2 TO BE REMOVED, 40' HT., 17" CAL. - -GOOD CONDITION --0-/- tA U 4 %I C>·. rE wf,tf 8.0' WALK --11 -4---...„--1.-*.............#.1.---». A PORTION OF LOT 1 \ APPLEWOOD VILLAGE SHOPPING -____ CENTER SUBDIVISION _____ FILING NO. 2 \ -=+2 -----22.94 ACRES-4---- 50.0' UTILITY EASEMENT 1 - BK. 1916, PG 458 1- W <C tz D m W 12 0 rr) O1 -»%92 M1.d 3 00Sd Al 31-7 #(/23]·f ! 11 /=137 2, ., ./...·ptl-4/1 - .1 -4/1 ...f l3/t L / ' 1-4 WI I/214: 4- 14 ..1/ AL·24/r-·, 4-11 1« I 7.. 1 11 / 1 111 . 21 111141 1..b/11.it-..A /3 MiKI h. 4,1. i.,4 & rf ·11 1 ! i ,..· \ 9/|4·:o.1 ===fJ*642=mEr-<511!·153 f 44 j rp THIS SHEET r 0 - E 10 r ./11 CD -\\\\\1 2 * =1113 /%145 40 *r 4/ /11 79- - 1 2 1 . 41Nt 4/_<tei.===_9OONGFIEED-STREET KEY MAP -- SCALE: 1 INCH = 200 FT CD 1 30' HT., 12" CAL. GOOD CONDITION . /L,\W EX. HONEYLOCUST TREEJ TO BE REMOVED 30' HT., 14" CAL. 00-GOOD CONDITION 911% EX. HAWTHORN TRI TO BE REMOVE 9 10' HT., 7" Ck GOOD CONDITI( EX. HAWTHORN TREE TO BE REMOVED 1 14' HT., 12" CAL. GOOD CONDITION ED ' \he \ U) )N \ 2/ 29: 4 7>4- // -'I. 111.11 5I :,i€Afffic 1--1 / #=F't'y €4'·Z.Y.I WI Py 311_93 CD UD 0, 00 PG. 458) I / 111 CPI Ill 1 A*13-Fld'.'-K:'/5,...WA I-----12 ---D LO -3 1 j CU C L_LE l 1 4 1 + (* Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING COLORADO REGISTRATION NO. 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC + l 1 z========6========x AA I C W)\ 941 \ 4 n 1, . '111111 [FEEFERY\\ L \ \W \\Al-EX. HAWTHORN TREE' *****2>+ * + +rixlli Rany-i-y [07 r " r R *4404-0 3 ) ( (1 ) ( 1149-490**1X==7 (frGESMBECXix/*D·A'-\ UVIJ 41 8 ¢00, '1\ 1 TO BE REMOVED + + + +1 \2110*11&08'*SCo EASEMENT Ii- -----ru--9 1t)91\ \.++4· + +*A ppRTIpN q¢jlgl1* + .4, 4* + etit 1 5 SCK)D' c4\ON * APPLEQOD VILL4GE SHOCPING CENTEB SUBDIV1SION "qi D ,+---+, 0 - 9 BK. 2745, PG 737 |E¥7 £1=3 0 . +FILING Nb. 1 + + + +F': --3 1!: + TO REMAIN + + + + + +9 +/+ + + + + +./.I- -7 4-4119 NOO° 53' 20.13"W 2£EMAIN-p EX. HAWTHORN TREE + + + +22.94*RES + *+++23164 .1-1 -I--I',5 A=%-.292211%9---- *__--3 - -1La _111_41. f,14' HT., 12" CAL. +110fary - l --=<_--7GOOD CONDITION ------7 ...;p Fvvv 871 U 9-4-94\ 1 4 1 1 92. 1441 1- i;1 '11.:t I r1\ I \P lili \ 11 4 HUR\\ € TO W-1,·.: t 11 l- + N\. 7% 4,4 4 4 4 4 C C C \41(-,2 Lu 4t l 0 1-02»P--= NOT FOR CONSTRUCTION_ STERLING DESIGN ASSOCIATES, LLCi! /11 1 XI *'+ 9 + + 1 U fr /4 E Ld' +1 +1 J + 46 +4/+4'+ *+4 -1 + , ISSUES & REVISIONS W - + 1+ + + + + + +FUTURE DEVELOPMENT +4 + **** +Iii Ill 1 NO.: 1 DATE: 12/01/2017 BY: JGS 4, W 4, an, EXISTING BUILDING QDOBA/ MAT. FIRM A - ,NOT A PART + + + 14, + + 4/ +314* + 4,4, + + + + + + .9 + */* -+ + 9 + + + + + + +4 + + Lag 11111 /'\ 1,9.2!KN.jov 1 UJZ>d .8 j DESCRIPTION:1STSUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: f NO.: 3 DATE: -BY: DESCRIPTION: EX. OVERHEAD WIRES 4 34 L -10 1 'TO BE BURIED ALONGi\Y-3 \\UU%1719' ' "/7 T\RIGHT-OF-WAY \\\\4£0008*,2 + 9 4 -- RAO t 74 V\ *+4'*.***4/*+ . + ++1 + / .1 +9*+ + +r *li NO.: 4 DATE: -BY5)6 1-jAIVIAOBA IRM + . +4/ + + *EX. HAWTHORN TREE * ++1+ DESCRIPTION: -+ + IO REMAIN + + + +4 +TO REMAIN . +- _21_ L -+ 12*IT.y 10"#CAL*4*+4/+ +11' HT., 12"CAL. 1 Il =-/- --, 1111\1 No.DATE: - BY + GOOD SONDITION 1 9**+ +r GOOD CONDITION+ + + 9 + 4 + + + + 41 4, 4 hi CL *DESCRIPTION: + EX HAWTHORN TREE + *\ + + + + + 1 + 4/ cr 0; EX. HAVVTHORN TREE W.W '.,-- / , 1 -* , \1 1 5 NO. 6 DATE: -BY24+ + + TQ REMAIN +*+I,+ +**8 TO REMAIN **+d*4> + 12' HT., 10"CAL. 4, 4. + + 9 + + 4, 4, O "- 15' HT., 12" CAL. 4,40 + CO r 46 41 DESCRIPTION: - <-t ecD PONprnplil -1 + + + ++1 + +b N-GOOD CONDITION w + N EWER EASEMENT-INT+ + + + + + U + 4 + + p-* *13 6I I. 4 h 11 -00 2 + + + \* + \+ + + +1+ + *l F + +\R24 -0 + *\ + 9\ 4 + 9 +1 + 4 XI + +\0 4 ;t"••I/:1„44/.41-A....JD.*13*\'*+ +19 + + tty + + 4, 4,1\\JiEX. ASHTREE-fi EX. Su .--1 1 »Ph TO REMAIN \-TO REMAIN 43»0=3 ,.ss I-d._cljo.6240 --4.-20' HT,, 8" CAL.- M / GOOD CONDITION \04 -_11332321»riiinz·* 31_ --a . · nr_ r EX. ASH TREE »44il-*4 --3 TO REMAIN ---------EX. OVERHEAD WIRES -1 10.0' SEWER EASEMENT 20' HT.,8"CAL. *\ TO BE BURIED ALONG BK. 1832, PG 558 GOOD CONDITION 20 t - -RIGHT-OF-WAY ---- - ---- ·J 411 0 R L--7,fG 1' GAO - lu 7 1 d 29 -1, -4 1*1 Bl< 1877, PG 17 EX. HAWTHORN TREE 00 1 N,&.4,49 g * TO REMAIN V z lid 8'-PSCo EASEMEN 1 + 12' HT., 12" CAL. -GOOD CONDITION < - 8*42-I45,-EG_7_3, 316&----3€ -1 2---.42=92=N®19? 2%12'W 1 1l. -. -* c -„„up-,#-'iii=i-ecu.(35--1,--.4, tuddz*92£92)[ L»:026=--I.::Cuj,:z.5-£,uk====(»A========OU)*-7 -(te*======fti:*=====ter====<t"rlit=:==1=rm»r·====(m).A-EXISTING-lurjl==EUI*ZZ(m,4-EXTSTINGZ-(ID*',1=:::EZ3*SIGHT 1 EXISTING SIGHT DRIVE DRIVETRIANGLEDRIVETRIANGLE - --mURO)- - -YOUNGFIEED STREET- -(RI/RO) --- ---4RWR0)- -- l. DATE:SCALE: 12/01/2017 1" = 20' PROJECT MANAGER:PROJECT NO.: JGS DRAWN BY:DRAWING FILE: JGS PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Ckt) 1 1 b=rud Helping ret'ailers t..11.L 1-\F-tb att NORTH 0 15 30 60 I. I' .FSCALE: 1"= 30' ,1.- CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: LANDSCAPE PLAN (WEST) SHEETNUMBER: 15 OF 20 I CD -1,+Wj, 47 ]1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 0 0 0 0 0 0 0 0 0 0 /0 / .--14 11 1 49 l 0 0\0 0 0 0 0 DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. 12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. 1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. - 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. - 6' STEEL T-POST (2 MIN.) (4' EXPOSED) - WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECS FOR TIMING. SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW. - 48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OF TREES IN GRASS AREAS. - FORM SAUCER AROUND EDGE OF TREE PIT. - FINISH GRADE REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTBALL. PULL BURLAP BACK 2/3 MINIMUM. - DO NOT CUT OR DAMAGE LEADER RUBBER HOSE (1/2" DIA.) OR 12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE. #12 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN. 3 GUY WIRES PER TREE. 1/2" DIA. X 36" LONG WHITE PVC PIPE ON EACH GUY WIRE. SET ROOTBALL 3" HIGHER THAN GRADE AT WHICH TREE GREW. LANDSCAPE NOTES 1. COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 4. COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE L.A. SHALL PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ROLLING, REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION. - APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING. FINISHEDGRADE i I 11 1 -30" METAL "T" STAKE. DRIVE VERTICALLY1-- 1 , 5. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS SLOPE SIDES OF PITAS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. SPECIFIED BACKFILL MIXTURE STAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL. UNDISTURBED SUBGRADE 2 x ROOTBALL DIA.ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR. DECIDUOUS TREE PLANTING NOT TO SCALE 0 / if ill 1 1 - 12.2 11-2 INTO UNDISTURBED SOIL, FLUSH W/GRADE. -- REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. -- REMOVE TWINE & W[RE FROM TOP AND SIDES OF ROOTBALL. 3111221 1 ---UNDISTURBED SUBGRADE 6. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE. 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com - SPECIFIED BACKFILL MIXTURE HOLE SHOULD HAVE ROUGHENED SIDES AND 2 x ROOTBALL DIA.FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. INSTALL SPECIFIED MULCH TO DRIPLINE OF TREE WHERE PLANTED IN LAWN AREAS. DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS. EVERGREEN TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP & SUBSURFACE IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS. 2. AT A VERTICAL DISTANCE OF 3' TO 3.5' MAX., UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 3. USE OF NON-LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED LANDSCAPE AREA. CONCRETE CURB OR SIDEWALK 0 7. RIGHT OF REJECTION OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS. 8. SOIL PREPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVE A C:N RATIO BETWEEN 15:1 AND 30:1, LESS THAN 6 mmhos/cm SALT CONTENT, A pH BETWEEN 6.5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF 20-10-5 GRANULAR FERTILIZER PER THOUSAND SQ. FEET. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES. VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. AT A VERTICAL DISTANCE OF 3' TO 3.5' MAX., UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 10. EDGER INSTALL 4" ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL-BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH EITHER SHREDDED HARDWOOD MULCH, 3"-6" COBBLE, OR 1 1/2" ROUNDED RIVER ROCK WHERE SPECIFIED ON PLANS. ROCK MULCH TO BE PLACED OVER DEWITT PRO 5 FILTER FABRIC, 3" DEEP. (SUBMIT SAMPLES) SODDING SOD SHALL BE "RTF' FESCUE BY GREEN VALLEY TURF (GVT) (303-798-6764). SOIL PREP,. INSTALL AND WATER ACCORDING TO GVT GUIDELINES. 0 0 1 \ r roe 2 0 0 0 00 0 0 0 0 OO /1 0 00 0 0 0 0 404 PREPARED UNDER THE DIRECT SUPERVISION OF WAYNE T. STERLING COLORADO REGISTRATION NO. 144 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PIRELONIONARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS NO.: 1 DATE: 12/01/2017 BY: JGS DESCRIPTION:1STSUBMITTAL NO.: 2 DATE:BY: DESCRIPTION: NO.: 3 DATE: -BY: - DESCRIPTION: - NO.: 4 DATE: -BY: - DESCRIPTION: - NO.: 5 DATE: -BY: - DESCRIPTION: - NO.: 6 DATE: -BY: - DESCRIPTION: - PRUNE ALL DAMAGED OR DEAD WOOD3'-0" MIN.IMMEDIATELY PRIOR TO PLANTING.13. MAINTENANCE CLUMP TREES SHALL HAVE SPECIFIED NUMBER THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL o OF TRUNKS. SHRUB FORMS WILL BE REJECTED.SET SHRUB 1" HIGHER THAN THE MAINTAINED AND HEALTHY GROWING CONDITION. %/ I GRADE AT WHICH IT GREW.DATE:SCALE: 0 0 0 0 0 0 DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING OR IRRIGATED . SEEDING. 0 0 0 0 0) 0 0 7 /Jo0- *3344 "/0 4 -gial=tu,/909-120-«4 091 DIG PLANT PIT TWICE AS WIDE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4" DEEP OVER SPECIFIED WEED MAT. FINISHEDGRADE 14. IRRIGATION A DESIGN BUILD, AUTOMATIC IRRIGATION SYSTEM, MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. ALL SHRUB AREAS SHALL USE DRIP IRRIGATION. REFER TO THE UTILITY PLAN FOR THE IRRIGATION CONNECTION LOCATION. THE WATER SUPPLY AND BACKFLOW PREVENTER IS TO BE CONNECTED TO THE BUILDING SERVICE LINE AFTER THE WATER FLOWS THROUGH THE METER. 12/01/2017 1" = 20' PROJECT MANAGER·PROJECT NO. JGS DRAWN BY:DRAWING FILE: JGS 2 x ROOTBALL DIA. - PLANT ROOTBALL 2" HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON-IRRIGATED AREAS PLANT TREE AT GRADE WHICH IT GREW. - APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING • FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO PLANTING. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. HOLE SHOULD HAVE ROUGHENED SIDES 199 UY--I--1-7-j--T--_111--'i--1-1.1 - lf -j-P .1 l-r·-r.!-1.1.17-4 i lu=111=1112 - '- i :5 -12 (2-1 1 1-21 ILIENI=-El- 1 SHRUB PLANTING NOT TO SCALE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL. SEEDING NOTES SUBMIT ALL SEEDING, MULCHING, AND WATER SCHEDULE SPECIFICATIONS TO THE OWNER FOR FINAL APPROVAL PRIOR TO WORK. SOIL PREP: APPLY STOCKPILED TOPSOIL AND 100 LBS. OF DIAMMONIUM PHOSPHATE PER ACRE TO AN APPROVED SUBGRADE. USE A DISKOR HARROWTO PREPARE THE SEED BED ANDCOMPLETE FINISH GRADING. REMOVE ALL STONES, DIRT CLODS, STICKS, FOREIGN MATERIALS, ETC. 1" OR LARGER. SEEDING: USE A GRASS DRILL WITH A SEED AGITATOR TO ENSURE THAT THE SEED IS DRILLED EVENLY TO A 1/2" DEPTH. MULCH: CRIMP HAY OR STRAW INTO THE SOIL AT 3,000 LBS. PER ACRE. EROSION CONTROL BLANKETS SHALL BE UTILIZED ON SLOPES OF 3:1 OR GREATER FOR GRASS ESTABLISHMENT. INSTALL SINGLE NET ALL NATURAL JUTE/SCRIM BIODEGRADABLE BLANKETS WITH A 12 MONTH BIODEGRADABLE 2" SPACED NETTING MADE FROM BIODEGRADABLE COTTON AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. WATER: CONTRACTOR SHALL APPLY MIN. 1/2" OF WATER TO SEED AREAS, TWICE PER WEEK, FOR FOUR WEEKS. CONTRACTOR TO SUPPLY ALL EQUIPMENT AND LABOR. PROJECT: APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO Helping retailers; 'l 11-]IlVE! al.. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 CLUMP TREE PLANTING RESEED AND MULCH BARE OR ERODED AREAS AFTER ONE MONTH PERIOD. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ESTABLISHMENT OF GRASSES.TEL: (303) 300-5300 LOW GROW GRASS MIX BY ARKANSAS VALLEY SEED (877-907-3337). NOT TO SCALE GRASS MIX PERCENT SHEET TITLE: EPHRAIM CRESTED WHEATGRASS SHEEP FESCUE PERENNIAL RYE CHEWINGS FESCUE KENTUCKY BLUEGRASS 30% 25% 20% 15% 10% LANDSCAPE NOTES & DETAILS SHEETNUMBER: 16 OF 20 TOTAL 100%22.0 LBS. OF P.L.S. PER ACRE DRILLED AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN On-Site Lighting & Survey, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 55313 PH:763.684.1548b.0 b.0 b.0 b.0 5.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.0 0.0 b.0 b.0 b.0 b.0 b.0 0.0 b.0 b.0 b.0 0.0 b.0 b.0 0.0 6.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 KEYNOTES FAX:763.682.9048 \ b.o bbo b.0 1- b.0 b.0 b.0 b.O 3.0 b.O b.O 0.0 b.O b.O b.O 0.0 b.o b.o b.o b.o b.o b.O,5.0 b.O b.O b.O b.1 b.1 b.1 b.1 b.1 b.1 0.1 b.1 b.1 b.1 b.1 b.O b.o b.o b.o b.o b.o b.o b.o b.o o.o 0.0 3.0 0.0 b.0 0.0 b.0 b.0 0.1 b.i 1.1 0.1 b.1 c ).0 0.0 0.0 + 0.0 0.0 0.0 3.0 0.0 b.or-8.10.2-05--9.6-875 1.7 0.5 b.4 b 0.0 0.0 0.0 10 -ojo O.0 -0..O b.1 0.1 o.li M \ %+0.0 +0 6 %0.o b. o b'. i o.i o.i b.11 0.p gl \ 0.1 0.-1 0.1 0.1 b.1 O.1\ 1 8 1 0\. i b.1 b.1 0.1 b.1 4 0.1 9 \.1 0.1 0.1 0.,1 \1 LIGHT FIXTURE - t.1 1-t\\0.1\ b.1 b.A 8.1 b.2 0 0%' .1\\b..1 of 9.2 b.2 STRAIGHT- SQUARE OR ROUND - STEEL POLE - 0.3 111 Ir APPLEAVOOD .2\\0. 0.2 0. .3 0.4 ,2 R 43\ o. b. +.5 b .5 .2 0,13 \, b.6 b.7 b.8 b C.4 16 1.0 1.6 1.9 2 2.8 1 .2 1. 3 .9 1.0 1.1 b.1 b.1 b.1 b.1 0.1 0.105.1 b.1 0.1 b.1 b.1 b.1 b.1 b.5 b.8 1.9 i.8 b.7 b.4 0.1 1 6-7-0.6-8.65.6 b.5 b.2 b.4 b.6 b.5 b.3 b.4 b.6 b.5 -1.915 8 21-'-5 b.9 1 M 6 7 9 14 25 27 M M M M M M 2.7 3 - 5.9 57 -4-0 44 + i.1 b.1 0.1 0.0 0.0 c .6 b.6 b.2 b.il 28 M 0-.70.-6-1 1.1 1.0 00 .3 2.- 2.0 1 66. 4.7 4.1 4.4 2 .a-1 /31 .2 5.13 5.5 91-IE--2.7 3 2 EXISTING CONCRETE FOOTINGS FROM ABANDONED POLE LOCATIONS TO BE REMOVED FROM SERVICE. TYPICAL (5) EXISTING LOCATIONS. DENTED / DAMAGED POLE TO BE REPLACED. TYPICAL (2) EXISTING LOCATIONS. b6 117-1,Af--=C== =35' I 4 VILLAGE /31«9©-1-6 3400 YOUNGFIELD STREET37' a WHEAT RIDGE. CO 80033 11 FLLa-1 /i O 2.2I 2.5 &.7 *f8 2.8 2.6 3.0 4.2 6.01.1 1.5/6.1 4.4 b.1 -2.6 t.6 -3.0 4,4 I FLLa-1 5 24 FLLa-1 2: .0 3.83.3 2.7 2 .5 0.9 b.9 30\ FLL 7 6.6 4.6 4.5 5* 5 1-2 .3 . 1-UU-.0 5.7 4 h 0 4.9--5-5.7 6 . 3-9-°« 5LP-2 . 8-4-5.65.9 4. 41 7 5 7 t.3 62 5.9 1.6 5]2 4.7 .8-3.--3.-9 1.4 b. 6 0· 5.4 7.0 745 7.1 5.6 4 6 4.2+1 4 4- t.3 3.1 3.4 4.0 4 .4 7.LB-2 \\\tl-*jzQ-€-6.4 4.81 30'. 28£3.4 6 2_12__5.1 4 _.1_3.7 4.gAP -42]-- CONCRETE POLE-|| BASE4-5.4 5 4-9-:-U-5 - 6 4 --A-4-0--4 - ?V 5-9-7 + -41414.6-44-0-4.7 3 - \4 1<\ b.% 1 2 1.<-- 2.7 4 Z 1 1 5.6 --0 4.3--481 T. --5.0 buy-117-4 177-1325.0 4.4+1 4. t 1.0 . &. 304 4.8495.3 1.1 56| .6 6.0 5.0 4.0 3.8 1.0.-44.2 b.4 2.7 11 1.2 C-4 FINISHED GRADE 77-77777-77-75 --T l. \ i.+ + \\1.0 '.7' 2.3.9 3 1.1\ 1, '\5.. +41 4.442 3 | =5.0 'j -4.6 1.4- |-4 -9.7 b.rirt.8 1.6-t.4 4 4.1---5-1 2.2 5.3 4. I 4]2 4.2 3.9 4 I 2 5.1 7. 1.2 14.4.0 -67 -6 9 ' jht-6 1 4 4 1.1 11 +1 / / LLE-2 1 1.9--5-}4-4.2 7 5.6-.8 5.r--6-19| 6.3 t..4.4 d 2 4. 3 7 -5 -9 71-.44-11 747 7.1 6.3 515 5.5 5.4 6 .-r- 13 +5*8 JSM-7.5 5.6 -4J 8 4.3 4.7 b h 2.1 &.0 1 9 1.4 1. +13.7 3.7 6.3 t- 32-_*.4-_3.0 3=115 .4 +1 3.4.6 .5 .5 4.1 31412 - ° 4 3.-'.-15.3 41. #I-4.35.0 j. 1.2.5-3.9 2- 6-0-1-0-_2.9 2-r +(r) .3 5.1 __5.2 8 .7 5.6 6.2 5.S 2 29 L-2 1-LI . 4 b.4 2.2 .0 3.8 4 C .0 2.7 2,9 9 1.6 1 . 3 2 --2_ 3 1 19 +OrT +r-1 POLE DETAIL PARKING LOT4 +2.7 +3. 4.6"-7 +4 2-4.-11 40-5.4 *4.2··+1».7 6.2--4+9--4--5 - SCALE: NTS **THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATIONEks t. 7:8 . 9 1-/.I J L-2 1 WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. %.4*. *419Ai3 1.2-41 1189--4.7 &.7-·44.0--.1.845.-'-4.4 h.-1--413-1.-9 54.4--1-Illl d»1.0 8=-4--1-A--h.9 19 + 1#8--2.4 2.-4--271-3.9 4.6--43-4--4- \L.1 \Il- 1.2 1 2 _CL. 1.4 -tL.5 1 # | DATE INIT DESCRIPTION &.='B _ 41 -/-+---1 . - +41111 +1!L...._+ + -3.1 3.5__4-2__3·8 4.4 4Ill 4'.3 5.0 4.9 .2 4.8 1 11.30.2017 r-GROUND LUG INsIDE POLE LIGHT POLE -, /OPPOSITE HANDHOLE 0HIE /-PROVIDE BUSHINGS O ·Z ON CONDUITS 851. 1-11 -4.2 t. 1--lb ' 16__113.4 1 -5___2_11 i /--BASE PLaTE COVER m \ /1 f.- /m b.\4 4-5 | / // -1" FORMED CHAMFER GAC/ JCM SITE PLAN UPDATED b.6 b.6 b.7 b.7 0.8 b.8 -0.9 0.944342 1.0 b.4 b.4 b.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0€{ LB-2 1.1 1 4:2.8 0.9 1.0 1.1 8_ 9 - 3.2.3 36-5:4 3-4 d 381 7 I 3.0 1.4 1.4 C- 1 2.1 1.2 1.p r-4.6 6 1-11- 0.3 0 b.2 ' 0.3 0,0 0 0 .4 1. 0,11.0. 0. 1: .lAP.4 0.4 0.4 0.4 0.5 0.5 0.5 f 12_2.2.-2 - L.1.8-6 4 -11_12 11 L.1-j. -ful 1 fl -F-----2.6 33.1 1 f Elll l GRADE LEVE 4,JEF- \ 61% -i·.1 0.1 0.2 0.2 0.2 0. 1 0.1 1#00 0.1 b.2 b. b.i b.1 i b.i b.i b.1 0.1 b.2 5.2 b.2 5.2 5.2 0.2b.3 10'0 b.1 b.1 b.'61 0.1 b.1 0.1 0.1 b.1 0.1 0.2 b.2b.2 .3 1 lili \ 4.0 =36'-1911 141 1 11_ 3" CLEAR O.1 b.1 0.1 -0'.1'9.1-6 .2 .2 p .3 b.5 |1 | I |C COPPER CLAD GROUND ROD - CONDUITS (PVC) SCH 40 WITH LONG SWEEP ELBOWS 5m LED .1 0.1 0.1 b.1 0.1-b+ --===o==c-z1-i=21444-1- W' {Hit_-_ffi0.2 0 0.bC.-. 1 4-_, + + + + 075-=0=72==07 la-1 DIMENSION SCHEDULE3" CLEAR "X=TBD PHOTOMETRIC1-Dirl Y=2'-0" Z=2'-0"PLANto LU 0.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.2 YOUNGFIELD STREET b.1 b.1 0.1 b.1 b.1 b.1 +0.1 b.1 b.1 b.1 /1 LED PHOTOMETRIC PLANclk-----„- \_j/ SCALE: 1 - 60' Luminaire Schedule Symbol Qty Label Arranged TLL LLF Description [PE--1 7 C.4 4 @ 90 DEGREES 30000 0.20 Exist NAP 320W PSMH T3 Horz FG 17'-0 Mtg Ht D-1 SINGLE 30000 0.20 Exist NAP 320W PSMH T3 Hoa FG 17'-6 Mtg Ht --4 2 E-1 SINGLE 32000 0.18 Exist NAP 400W MH T3 Horz FG 22'-6 Mtg Ht1____ *39 1- - FLLa-1 SINGLE N.A.0.90 New Flood 70 Deg 134W LED 22'-0 Mtg Ht (4000K/60 LED's/13232 Lumens/700mA) Cree Edge Flood FLD-EDG-70-xx-06-E-UX-700-xxx><-40K FLD-EDG-70-xx-06-E-UX-700-xxx 4 L-2 BACK-BACK N.A.0.90 New Fixt 550W LED T5ME VS 37'-0 Mtg Ht (40001</XX LED's/62445 Lumens/65L/XXXXmA) Cree OSQ High Output OSQ-HO-A-NM-5ME-65L-40K 1 ' 5 LB-2 BACK-BACK N.A.0.90 New Base, Pole & Fixt 550W LED T5ME VS 37'-0 Mtg Ht (4000K/XX LED's/62445 Lumens/65L/XXXXmA) Cree OSQ High Output OSQ-HO-A-NM-5ME-65L-40K i_ 2 LP-2 BACK-BACK N.A.0.90 New Pole & Fit 550W LED T5ME VS 37'-0 Mtg Ht (4000K/XX LED's/62445 Lumens/65L/XXXXmA) Cree OSQ High Output OSQ-HO-A-NM-5ME-65L-40K 11 M SINGLE N.A.0.82 New Wall Pack 42W LED T3 FG 12'-0 Mtg Ht Wall Mt (4000K/4 LED's/3819 Lumens/IPD C/358mA) Cree XSPW Wall Mount XSPWAx3FC-U Calculation Summary BUG Rating Label Avg Max 83-UO-G3 Property + 40 Ft 2.44 11.5 B3-U0-G3 Back Of Building - Walmart 0.88 5.8 B4-UO-G4 Drive Entry & Exit - Bottom Left 0.48 0.9 B4-UO-GO Drive Entry & Exit - Bottom Rt 1.00 2.5 B5-UO-G5 Drive Entry & Exit - Lower Left 1.08 1.3 85-UO-G5 Drive Entry & Exit - Upper Left 1.50 1.9 85-UO-G5 Main Drive - Walmart 4.43 8.6 Bl-UO-Gl Main Parking - Walmart 4.52 11.5 LIGHT POLE BASE DETAIL TYP. 0000/ SCALE: NTS ?t 1 RC90020 £1. W Min Avg/Min Max/Min # Pts w 10.31.2016 U) 0.0 N.A.N.A.1273 -1 E 0.0 N.A.N.A. 97 Z0 3 0.2 2.40 4.50 8 0 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT 0.4 2.50 6.25 14 MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD G. CREWS CONDITIONS. THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM 0.8 1.35 1.63 5 LABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY a MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,23 J.MACKEY1.0 1.50 1.90 3 TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. FOR ADDITIONAL LIGHTING INFORMATION CONTACT: 2.0 2.22 430 30 On-Site Lighting & Survey, LLC. 0.8 5.65 14.38 512 PH: 763.684.1548 17A it LILISHEET# 1 1 L.2 Z U.Z U.Z U.3 U.3 U.3 U.3 U.3 U.U.5 1+ 2 b.2 0.2 b.2 b.2 b.2 b.2 0.3 b.. 4 1.0 il 1 1- . 6 979- 0.4 0 3 03 0.3 0 6 2.5 1.u 0.2 0.14- On-Site Lighting & Survey, LLC 11 11 HIGHWAY 25 NORTH SUITE 201 BUFFALO >IN 55313 ENCY-APPLEWOOD VILLAGEI [REGENCY-APPLEVOOD-VILLAGE Cree EdgeTM Series f[La- 1 --- Cree Edge TV !-ED Area/Flood Luminaire Fi#1LEDArea.'Flood Luminaire.... FLUER-CYJANFLE90666--ECUrd©FiEGENCEAFFLEWOOD-ViLLAGF.PII:763.684.1548OSQ Series jilifit-FAN:763.682.9048 OSC."LED Area/Flood Lumii·.j -c · Medium OSQ™ 1 -ED Area/Flood 1.iminaire - Medium FerT#-1 Product Description { DA Mour TI e erep Fi!.rl•· c-ne:·. '"9 4 36rn, t.wp-·· 'Ir•drEigi, il. .Ujgel c.,I:l „:t,-11,5/fTi 4·, J-,ir 9 11- ·'11,· 76/ wir··i I d : i ·Ju,re-n.·rls ]:trl - 21 •· - · in :- i. ·61 v.cal····-· gh. LE" ·fin··· coin,00-t.·nr·nt cne higr pri h.irl··. n r .;lurn v.. :,r.·.; 5 r.· f 'i···:·.,· r-:-·J -·:r.- r:,cl >c..· 4.1,-,c·:,!··!. Ai m, D-rect ar·m. Jire.·t Arm Lord (,1 3,3•: Ariii 'ilrir. ts r.r. 1:aor- 71 1-'·' . ·· t • l,•7·1/Clebrls :.rd Applications: P·:rk,i·q Ir.·:., wolk.iays, 0,11·.,6.. 1, -ar leal,-·:6·1·1:, 011··ce complexer.. i,i >ternal roadways Performance Summary Medi in 1·te U S A ·.4 U S. end imnor·.. Arts CR;:.,...:;' 2,1 1.1 CcT- L -00* [+A 3nw'. 5700% W- 500<·jard ;0[mm]ti - NE MA·· Ph:,tocelt 9.0" ·· · Rececte·rte location 1229,nmt' ; lordered as an option] Product Specifications CONSTRUCTION & MATERIALS • S In, i m pref,1,, minimi,ica wind '·.ad requirerrof·its • Lumi,·n,-es,ir:/:unge-ld:,c·Ar; imin'.,mwithinte-graL weather' O!t LED driver coir:iqrli·,ent ind n g:i ! Prfirrn:ince he.it shks • CA /.d DL mcic i.•!ilizesco·;ve,len· inter[Ick,rq magr,! rc 611.4 1-2-. Mount'·19 is r·.J-i·ed die c.,st *t,minurr, mo:.i· t<:·., 3-6- 1';4-152·im; .:i:,ai - o. rcu.J pot.pa···i :-··vies to i:r:i· ·.vith ':416-le le,l. 1.,·!t· sr ]Ird 0, 2" ME,4.9 • AA arld SA mi.7. are rugg:· i :lie cast atuminum and mount to 2" 151mr.] IP, 2 375' 16.-,mm; 0 01. Ir,ons • Incluu:,5 leila:-,r · guird • Exclusive Color'o,··ibeltaG.ard·'-fin,·kle ,:·irc.an[-Coate-·cr, Drirrc r wilk" PIt·d-"·.1·I·irp,i,•nip· t-aceit, 1.,·twiding eice'.'..nt res ·-·lince·,0 L. -'.531, Ult. 3.I.·!·'· O: ;: .·i!)!IS:. 2.•- : Jb·de.On. Filack, 1:rowe, Silver, an:]while&·c available • Weight: See Dimensions ar d Weigs; Charts on pages l and 22 ELECTRICAL SYSTEM ---------- i Ele'tric,IDIl. I 10: ·· Curi.nt W - Product Description DA Moui The C.,O.M A.-2/1· Inod :.in· wroblpid. r, rer,cpticalcontrot., ad·.·ancr·n IM· ··nal inan'.c.-·r,Rnt e 'aidmodern,cker 2..·:=Ihot·rs.Bui:11.c l/:,t, ti E: ·1· isir,Ji·.rtig:ie-: C.z<ta'·ir·:wr·i··.·.ilr·.in :r.:cor.,1, ;i wealt-·'-ht L[Dd:iver:orreartmer·t. Vf„·s:iii. : rouc!-.g ..4:g'·:?!ron- r.ric' Si .lpit ;,2·k·' 322.1 1 I kisli··· , 1.0.-, p!-I· e deb c:· rn· ·I ·,·:·, ···.ind.· 4 nqu -•:me-':, and :I,e--15 seamle·st!, ·r·:o lie sit- p: cv jir: rv,·1, r.:...lity "u·rmation :-t: B' 1-,put cower c·- :,1 11-a·.; .- : 5:lit-:lite .·,;i?· 6-·· for· 1 HID apinizel ··i•, u; te :'·1 W.,4, :ird I'le 'K' InpJI p ·,6 'zr desig, -tw is a „,Mble (}!: A·de tor „'D .1--lic:it·o-···U!·lo .ff: W..·t. Api:[ icatiom: 1 2' ki, 1 10:s, wel, :n·,·•, camrouses, cards/ter-:hip:- i off -3 cornr! exeh.,unj N P ....: ·cl:!.·,avsCL, Performance Summary | n.15 1 A···. e·nt leo in tic U.S.A. c' d.5 ana impr·!MI part; i IIn:to: Dr·1:i.Drrd Lumen,··:. ·, ''·1.-.4 1 Efficacy: Ui; to :34 Le,7 0.28 347V C.21 C !3 011 . G.2 53' 1°-23 :026 0.,0 e.7!. 110 ' t.72 /7 ,9:. ..: 11; !130 11.10 | 1/.3 '14 2158 *.32IC. 0:6 0•2 5·,7 [035 1 179 i C.21 ID.16 11:77 I 133 i 1.13 1 0 .66 -*8 -- 051 1 0.39 I 171 11.43 0.83 1 1 12 f 21:9 :12 i 0.0 16 0 41 0.75;0*22 07.. i I '5 1 104 % 0.78 10.4 ! 040 10,36 1 027 .44 te- 25.0.- ::. (635mm} i 01, 13 {206mn·j 19.0- 82mm] Ati- \1 j.1.- I --=*4....="--l NEMA' phot·'tett "Recent.cle loca:ion tordered as an optioni 3 .8 IT Product Specifications Ble.trical Data• CONSTRUCTION & MATERIALS • S lin•, to·, pr ] fil·? 0€5 ·: -1 rri· -Amil:,5 wind load re:.. :Bments * i..·rn.na re h., .iq,nu i -:igge:'dieea··t aturn,·1 11 wi·hari ·,ltepral, wrilhe,·:ght LE B c /.O.· comp,irl m:,·: ar,i high perlorrr ince heat sink 1 1 20*/ 1 277V I 347V 1 4#OV 1 • Con·.··.mie·,t w·,u·,21ir·:i Ino,int.i.gn·/1.-dor ch·p-! arr mc·· nt '-1. un' ni; 0·18:1:or S r ligut.' die :Ht' Al..'n····£9 Ine r.:i,··16 14 3-6 OIl 32 1 0 ./r m 1176-157:- ·< ··:-u:-e ,: ·ci,i ,! po:. sccu·ed · 11„·..5.16- 18 UNC 1·;01,; *ced :. 2-ILl::·rrl cen:e-% • Mect,!ir··9 1.1,· 1'·r adi·.i-laole a: m nour! ad inter i. r-1372, i i,I::r·in.-12 3-·ir,:,·,r!: to 2- 131mm! IP, 2.375- :64,13,10.9. teron 1 Fl:. .:-re .2,· it -:i'C '21'/· A:!.i,i w:!hit • 1,·1···· · h· •i'· 19'q .·.•3.4 -1 -•3'- •'ce· ;-1:··i : "·2' • Al;, '3ble aril Irourt can be :il!: 4 -:33 :. 25' in ../·s 1• 7.····,1-·e,1 81 ·Ji ;- •-i! a,irl d··.'i··:1',:··'.·:2 -!·c·n'!,in·. i . r,i ,:i'C .1,·''r.·.t Oc.1:10·,3··rf lin;5' !r,iti.'res-·,E.Coate:,c,y prim·· w ·11 e:. ult.-3-2.J·b,e .:i.vider !0pcoa!. IN r:VH :29 6*C€·1·Ent re,„ ilance t) C.·reslor, 1,·:· :91····c: j·· 1-adation and abid: ·•:n. Silver, brone, 1.lack, ·.:'···''em,·.p·.·Rabie • Wejght: 26 5 N 11241 196 0.73 130 1 1,9 I 062 C'36 ;069 1-,Ri c. cast L:mitaa Warrant.h 1 - ,· Accessories F eld i.!,1.1··,U =Ird Spik€. r. + - -B·,c: i.·9ri!(.oritfuL/hieid' -- - . 2.1 A [53mml. 3.9' 4 199mm} 6 L FD Cowit f,101 1 02 1 5, .. Convenient, InterlockingUP'-221,1 05*4 01.... -A.Wt·,ght 21 leg. 1 - rk, . 761't P.lkul Input Voltage: 17[,·2719 or 147·480\., 50/60142, Cla551 driver5 Power Factor: >:)/. tull laci Total Harnnonic Distortion: : 20··'r .2 ·.21 I<·-,d CA and DL mr ·. r.t, d --5;q nr, ·· ·A· '· h h[,·11 ·• ·W:·•·•I : '1 t;'; 1 It electricat box v..:h tein.n:·' :trips, l,1.La-:i,Ga! lore/Ry:.·owef r. ·:".up !·Itegual 10:V c./0.: supre-· r.r. ; rt-et.r· standardl WI:en r.crle d:· 1.-,1.:s fiI,inq,.1 i. lo·i. bio·.·, i:1.0 09: t.>.ti C/D l'·Je-:-stiould te usd to,id.-ess,·71:sh< 1··ri····t Maximium 1 0 V Sour C 0 Current: 70 L[ 3 (351 -n/,! 1 0,1 A, 20 L E n (525 8. 7rlmA'ard46-80 LED:015mt 11" 10: FO. 0.23···,A f€7 1,1 «Umil ?6-3.-77 Wr ··11.1 7··· Ual iUkul il.nd Held 41!mote x · SL,i.:REM -Unp./.·· 2/:- , .: d.wt ,4 1· 037-t,r·· ; 27 tc 112kq}1 KEIIi- I -".|1*0/01 i opt o , 1 m.r,·r,·u·- ··; .r r · w:··- ·i.! ·,·····i· ·· · ·fired '6 V 1689•'·mi 24 0,9 113,01 1 1J 1 191 [45,······.1 | .....115kg] ' 1 12 1 ..'.·(. r.,i,/i :/ ;bs !!51'/1 AA/DUSA Mount -see p..::,- 2;- for w:/gli f & c,mension-Ordering Information Example· AREED<3-2M-AA-12-E-01-SV.350 1-LD :70_ _ AA _ 106- IE iXX ..IWI·1 '700 - :40K LE 0- C.[I• 0..·,•C REGULATORY & VOLUNTARY QUALIFICATIONS • ct)Lus Lit.ted * Suitable 'or w/· '.CCA;095 • Encle·,urerate. I·'65„r/.360:9·9,•hen ordered without P .ir R options • Cors,ill ·acto.:y cr CE Certi;inc Troducts • Cert;led Ic ANS' (136.31-20- 1.30 brida• ar.d rvi -p=€5 vibr·/tio,1 -9 -nua··d: when o·,d··i i I with AA. Da and CL nounts • 10:Vs,I,cosupp,·25 . inproter-tioi:p.teeir,€rcrl-nce with IEEE'ANTI (62./1 2 • Meets FCC Pirt 15 E ul ,·ar, F. C.ass A c.lar:jires for corcuit, 1 m:! re. ater em:is'ens , L.ue,14/ < r s/ f,···,·: h er-durgr 1 . estrd ti, ·.·. th.bnc 3.000 h e.,rs of pievalidamh,en-rat: tog cr r $11 ns aidelli.•din ASIMSI• n.:,./ 8 117 CCT: ,020,< 6 /- 3 "PKC . 63,-O r'. ./. 31:ri,1. F·7 J OK 1 4- 5u0Kj 1,··rut,•1 W.irfar:I,G35 ' Accessories i Field-11.9-!·23 eirklightsh-eId Mand-Hr-!d Remote i Q .C- '/'SE..4 El I miu· -5/611 1 -- RI•/,·r! :.i):;c' Ordering Information -uili :,7.1.1.- 12·19 11 ·:·inai.. c· s:rl on i· t..·· comp,ne'l '„ 1 L x..·a.:'..· Mcu/:050 2..'.,7 . LUrnIMAir-: 0-3 0 - A - NM. 4·'1!' -:1-2 1 Mourtil,ji.ar,· rn, !,; bed,=crU k·'38,·-'elyl' -Aso- 1.).A - - ------_-_-_ WIi - ' 0/Q-AA A.!·i,·...· · t.9/Colo, Op'ion•; COT)'r,/..rm i -31 48'El.ECTRICAL SYSTEM _M'211er) .Input Vollage: 120-2 7,/v or 2 4,7 4 30 ·4 i . /50Hz. Cta« 1 cri.FerS i • Power Factor: 3 0: 9 att.ii :03¢ • Total Hvmonic Distortion: < 2936 :it •.11.1 load • ''·ae ,·pi GkV ·jurge Si:'··DI, 55ior :,-,E'ect; ·9:laidard • Wni.n cid.- ri:ctatc·; iur·ing, 2 f ou hlow fu.r or type C/D b-eaker shoutd K De USIO :t .11:3-C/ ·r·roL|· ._tri// 1, 10¥ Source Current: 0.15mA REGULATORY & VOLUNTARY OUALIFJCATIONS P•Yorr···,pii·Jed OSC 5,4.. 1.u·nen Mainli•nal·ie Fa<,or. ILMF!' Initint 1 7-K hr i -,. lir 75FI .1 100K l·.Ambient Optic „il= 1 Profecte- . .,r.i...:..:.. . pr·o,ected'I LMR I · MI 'C. ·U.14·G ...· · LME LM £ 104 Il.0.50 · 3 91 6087 · 1 105 | 1.3 ' 1.·14 · 1.16· : 1 04 1 -· ,·, ·· .,/ '7, i o.,C - C.-,C,:086 r 4·:i .·'1...,· i. 1" Ih,- :· :.i·.:·, '·.il,!e ' ··.: ·teveteptkA ··iii·1 ha ,··,i··,·.1•·'i,r·! .mu. b ordered seperately: OK-U,-DV---6--I-=-fr--------.---J 5¥ 5Pe 1'... BKI:rck 1 WH k lue Iti,·/ 24 16#1 • Wut L·Lied • Sult- =10 f....ctlocations • E.•clo.-·., rr r:·twd 1 '6: 1: er IEY 69529 *he·, orden. 3 with'iut R c .lion • CS·"ult . ICICI V f i CE Cci:I· .·,! Ilrul·'.Icts • 0/'·ti dlc A··1El C136.-31-?C01,3G brdge.ind overp.ic·,7 .:m··ion 31.0-Id.·· S • 10'.'su-gr· .:s-ression protration kestcd inaccordance with IEEE:'ANNI ' 13/:67 412 I 'Lum• 4 ·:fts FCC Part 5, Sabpart B, Ciass Astandardsforconductedand ·· n" -acir·,ted elliss,f hs * ! ·r· g·j-pic m'' hiv· 1- er:!:ir·,1ci3 ler,ted !0 w:'h·.t...1 5,0,96 1.-IrD o -in •r ele:.itedar"hent:=a·: 1'·gcon];tio:·.sasdalined··i AS iMBt39:laraB:17 1 • '·' •·'·t·E..y A n·. 1:..:r r.iqui- r .7. n.· , witli.; A R RA• ]LC ara OLC P.em·.rn o·.ilif.ed versions c..··,lable Some creep iors 1 S.·- P ··t·&04 1.22 . T :·3 1.CO· 1 1.03 4#...pt.'41*L i 0 ' :73 0 57· .0 1,6---- 4L__i 3-L:.-41.02 11.24 f :-2 1..... /1 67 1 -01 : U ?7 '43 085 i ; :In 11 00 .1.00.1 06 A'wrnmetr;r ' 0.9/·.?.3..0.94 '390 099 '0.99· •:'4;··i.···.9.Int L)·A-M'Jec':Fl!::11,01.CrirN,ir:Ih'·,14'ceurier:i·'·,filiND' iet".· : ·oin.·. r·qh k/:/.·/·91.·lic·a' c·J,1....·k·r:·m· ·,ut.L·,1 1,·..ten:<Ci•lm.iel·,ed.WiA ' ·a. N ; h·· 1 c urMi.•: Ii.; ! ,·1.·· ! ·· ,· ek e. 1,· . - ·ri: _t,r; 1 L· 1:. 11··c F. i =•.ag:.i ..c '1· .1 APPLEZVOOD VILLAGE 3400 YOUNGFIELD STREET 1-r·.luct Crl < t/E. D4 EOG 1 Type 111,10¢1.. |2" IT/eli| Mediumv./BLS 2 MP 1 Type 11 1 Medium ; w/Partial ! BLS 13M 1 Type Nt Medium FlO- 1 25 EDG 25 Floor ' 40* Floo<[__1_ _ 3MB 4MP AA Ty// lit Type W , Allu.tal p Mei!.win Medhirn Ar,i 94'61-5 W/P•,11.1 DA 3MP BLS -5.reci A.,m Type HI SM CL Med' m fyBe V 9.-ect LongW/P/ Medium f./ BLS 55 4M T'Fe V Typo N Short Medium LMB Type IV hledn,rn WELS 70 N6 1 AA 78' inned £ NE//,· | Ad jigable. SN 6 Le=- Sign SA i - Avillable s with 20.60 LEDs l©n! Ir,01 02 ; !)4_GL r 08 ! to 1 12 s 16 16 Se'le. 17,11.0, 46" 120.2/7. 1 BZ1 CH Bi: 1,2 1 Universal 1. 1 347-480¥ firL lu L Cr'nt -50 525 ir--1 W,:1 - 60 LED 001,"t DIM C-10' D 1-·,r;, 4 PHI. Prn,1.-rr·m •1>te Multr.Level, 20-40· 'cur,ung Height .J '-1. L.'1 Ju•:··· spe• he. , -/'.·,·e.,·' I. do..1·t .li·W'.IL»q·'•·. Il 0 1, : F F/-,2 PMI.7 P•'•41·"rn,ihle M ilti-Live 10 I· Mc.it ,·9 Hoight 4 '11,2. Crw R NEM•' Ph/mea kel:eplacte Hi Hill.ew ID„( Cir,uit Ir,r.,11 ·.··,switku..inum If . ILI•11 - c.'n-···· 6.·; 91'14 Ir.1 ML Mutti-Level _._..:1:..Ut*.·i·-2.......DI.F40K 400*OR Coker Tcmperatu-e ':etal.t -Mei...r-·"CR 0·211,2.-1,01.6: 0- t :1 1,91 - 11.1,1-9 P Pholorell 6-,-il:-.IM.,5/*I-- + ·,ele, 4 kIL · -, ·· ir' f: r 0% i.111:11 1.y...,11.- fe 1.115 -8,·4 '2·14·ni:·•UL,·n••.]crr'y I te..5.1 wwvi,riosq,·lig, ts.o,;.··'geaf ch/tor rr··ot 'ailrent ,r·.··;:Al·.··n 1 • Wee•s ELYAmericar mquircment,wilhin ARRA 1 himiri:rp!Mo.in' mu., be d•der=d ippi a'e:yl loso 1* - --w -ji.i-[t --- K-- - ---'ide[-E-lm- -R-im]ili. Al.s.[)r\1. It.N,!01;10\'sE**iFIDE 1¢:pul CoD,#• 1.1 1 *r.·or· MDi/*r.g Opt.P:/Ir CST 1,'G·lill. 0.:'....4,0s D. gca;crPer ommnnd, 11 Crl.e E dge- Srrie,; Lurron, Maint*,ince Fa cior ·, ILMF M 0114 11-1UVI:·mmirq Pl'12 Pingrammable Multi·Level, "1-30· Ahr ; 00:ihr 1 -'LP. h '.'.:':K:.r I Mourting He'ghl1 Imial IL.:lent LMF ,··...cted'1 1,· ie:ted- i CalcuL···.9 9.9.cutated' .MF . --'·21.. 1.' ·' 1,rnl •. W 1 ·.r 'I JUN E 'illy' 1 ..1 - 11.1...1.1,.1 1.-,11 1/1,1 I.gl.1 apD 1.:,lic./ 1 I ./4/1....../ •,le• 4 4-·'c -./.: 1DHE•-5TK--i 1.-1.1-1.-0 i SVI--i -- ' 1 T...1. {57 joK 347 *,7 'V i 5,·.< , I _-. ··:' [t,·· ·'iteL I 09 r„4d Ad,0Wl· Oftput5'CM···71 1 1,04 1.St ..7 C c ... -__/:__1 11 j 15)0.- '· rUe . .i I Symmer,0 1 LILLI -yi'···.·.- ·.· ·.·. d·Ua.•s le; i·, ..9/re dE·yi.·9 R NEMA- P'utoct'! Tic'/Id-ie 1- Aia·Dbi· 1-· U 5 .·, ! c··1 · cr.'1 1 1..... ...1-1.16.111?il!...1..11.J,1- 1Mi./Ii-Le·.et .:11· iri.,i...,1.I' ·': · 'h-4..· '. :....·...· ' h- 12·1·'.. -2 ., :: r·,r:.i.ch i.ai .··r.9/ Cia' 1.0 | -6.-,i.]It·m:"UL¥'·=·1,2, i -7-2-'ll'..e..../... 1 - 1411'·. I.-2.-.'·/ 91 ···it:or' ..1 i-R.,le Lit PM£ Prby•imel,ble Multi.Le·/·..up!040' .t.=-'·d·1:· 0,7 ·81¢ 10ld!-:!ulbe: 4 Mr·,i·,f·n7Hr]9.1 1 RR P. .r,fe Right·· .... : FM., i 1'2·21 '0' dela'! .-!.CD.:·.4, ...... 1 '1•: 1-liter·j-4!i, ¢···i··· :i·.·.,itflicW.:ui.., '1·i .I· ':r. 1 ce ,.· :/.l DNA l' 21 ·dll , ·m···:4·0 ·, ·1.•:.ren:/ ·. r ·ler.i·..· ·1.·.I i w. ·I ie:! 011 .I·· · ·:. a·.c-9 1haLi i O' 6/0'lit . /11 - . ·.me:L__1___1__ t.--j 1 1.,•.·.ia'·w ·Al:=.NA !···.1-1.Cakilv•'•c,·Ja:10/.·in·cr,drE.·ini····m·=cda';1-·(9;·.I•+!h .A 'AM,itable Wilh Backtight EMeld when „deri :..·. : i s..: ,!· · Lad dice„ory {see able al)*1 ...4 53·06'.tail·-1.-mt'.··d·· .··22·,1 forine :le.1%0 n'er'r ' ··C i D.·:i I :· ney,v· t. ·' •j l· . · N 5ME 25S I 1,02 1 0.99 10,96 1 0:6 55H /·n/'49*/ ILO' 0.93 095 1 093 Ty/0 V 4 Sle, 1 WBN 6CD C.?3 1 2.94 u:-Fly £'.n-·e,·e'.rtr,-htl;.·5 #,inwde 1:rlig'·150,-r'searIv'forin·. 1 H·;HEAT RIDGE. CO 80033CIJ· ' e·': 13:1:·,7,1, t, • RoliS c „,·<.1 ,int. C·ins:,i! 12/tor·v foraild•f·,lia• 1:-·tales • 0:]ik 5··y 1-· , ·,·:, lill· 2,;.i·r:i: · ..rich orrie-,-d with jOK CCT Pleas•. re:er To http.4's:irksky.org/!,a/[sa-products,·' lor Ir os; eur: ent i information i AA Mount 4 --·-- 27. * -- *1 1 01mm 1 | W q 41- 1 1269'nml O--1 u 1482mm} M LU E 179mml UJ ' Z NEMA · Photoce:.1 3Receptacle location Zordere,1 8 an option] W L.L.lumml'iui Rev. D 09/7 CREE + 1 CREEb. nue· V'910'·?727 CREE + 17- .' U P ··t.' US: lighling.cree.com T {8001 236-6800 F [267]504-5415 Canada: www.cree.com/canada T 1800]473-1234 F 1800]890-7507 IE: lighting.cree.com T 1800I 236-6800 F (262! 504 -5415 Canada, www.cree.com/canada T 18:01473-1234 F 18001890-7507 US: tigHing.cree..om T 1800'236-6?00 F {2621504-5415 :Canada: www.cree:con/canada T [8001473-1234 F !8004 890-7507 US: lighting cree.com T I800I 236-6820 F [26/I 504-5415 Canada: www.cree.com/canada T 19001 473-1234 F [BCO; 890-7507 1.--1- POLE MOUNT FIXTURE TYPE FLLa-I /21 POLE MOUNT FIXTURE TYPE JB-2R ' SPECIFICATION SHEETS <£',/ SPECIFICATION SIIEETS [REGENCY-AFFLEWOOD-VILLAGEI1 P.EGEFEEKE[EWOODVT[LAGE OSQ Series KiENEL OSO" LED Area/Fiood l. uminaire - 1.ledium Product Description 1 DA Mount The OSOT. Are/n·:od i.imi-·aire blends e.··r me o /·ical contro'. adge n. ·· 94 -rmat ma -le·len, ant ' andin: ·efn. cleenaes,he,·c:. Bultito I.:· 1.:··,e »usic·. is ruggedcag alus: ·,8, withanir.·egral, i ,·?e.he•'irir·:LED or-!vcrce··:,Art·.•rt 'i · .i· In up·,i.ng :m:,gi,i.-':un, C·f,·r '.ilriple ·151,4'44ticn Ils.!ir low profile (1···eign rri·I-nizes wnd todd requiremen.: and blefld st,ari,:e€;sly irto the i site pro· ·ling even, q.,-' Ity,•. .1-unation. rhe 'B' Input power de, ig:·.,ier :-- a ··Ut:,ble .pgrale k), 1 HID appticationq up to 250 Watt, and the'K' Input power des,gr,ator is a s,-itable upgrade for HID 4 app 5 1 f' . Watt Application:rking lots, walkways, canpuses, car deaterships, office complexes. and internal roadways OSQ™ LED Ama/Rood Luminaire - Medium Product Specifications CONSTRUCFON & MATERIALS • 51 m, tow p ·rf·le des-g ··1 rr· r,Ir,·.2 .5 wi.:1 ' -ad re:,wi-eme-,M • Lum:raire housing i, r i.gedc (. c3ct /1-unint,·r.·.€·han intepl. 1 we:·rit-':ght LED :!,rve, corrcor.mi·lt and wh or-rlor:ran:r ,··« sink • Con venient ·iicile: •ing matintir.q n lhot on d, re·-t arm mo: int.(635mm] 81" -|Moueing ar,aptork, r ggcd diec·r,t. a.winip .rien.c r.ounts to 3-C {76-152,„4:snuareorroundp/!r,srcuredt,·two 5/16 18 LNCholIs p {206mm)speed 012" 131,1,-r' cPi't•:s / • Mounting forthg adius:antr ··, ··11:1:,unl ari ·ptriris run.:•d .i:- cast 1191 {4820 m - d Part. REGENCY-APPLEWOOD VILLAGE j Elect, ic.:11 D .,1 .1 ' ..1 : Curr·mi 41 --p-Input Power S·nt ?rr Waits i IDeign.102 '1207 1 208V < 2407 277V 3479 48[IV !8 1%2.·7' ' O 4., I r.,1 ! 5 ·...: i U 2'; 1 0.1¥ K | 1,31 !109 - 11:5 · 0.56 |0.42 | D.E I:.28 | OSQ Series 13. LB-2, LP- OSQ™ Hg: Output LED Aren/Flcod Luminaire fealitring Cree Truel.Vhite' Technology Product Description DA Mok 1 TI,0 060"1 High O·,:cud Are..'Flcod tum·: aire blerds ex::c-no 02:.co; cn···t···01. x.--·=ed ther/,/l r in.oF·merit an:I medern. . ear: ar..th=:ics. 90:itte iast. the hn..sing ·/.ugged cav.la'.im,num with ar ·· :[·,·. ' v.·ent o. :ig! 1 LED driver ./.1 J:tr it. 'no:.He i·:ou- l.,19 coid qu. aticis e# / s:irrlc ins.-1.cti Jn i:·-, g' ,•i. 1 •w-ri• ·"i.+ flf··' 11· m :.11-·i.'t. W;:1.3 '.Cad re·Ur,·m-nt-· J·'il bl-·i:i- h: ·····I'W '·1-20 t·.-riter:,s·'d··g egr, qual:qi[1,1.·at:··n. Tte 'SChigh:)'.,!rintlumin,1,-0 isa f l.itahel,rr':208|i.·- HID.pl···· ··z uitt· one ·o: ·:v·.· · mul r·2·le. 10'·' Wat. ill :Fir; ircs. Apptication,: Alit:i de:lcrihips, parking ' -te, ce,n?· C es, lac=rh, liu)Ilirl·'1. igl,-mart and general site lig'·fil':1 apr -atin· s Performance Summary R!,5G00K) REGENCY-APE'LEWOOD VILLAGE OSQ™ Hgh Output LED Area/Flood Luminaire featuring Cree TrueWhite® Technology L-2, LB-2, LP-2 1 # DATE INIT DESCRIPTION Product Specifications JI.-.--.1--I--------.-.Il.I- CREETRUEWHtTE• TECHNOLOGY : i Electrical Dal" A levolutionary ·e.ay lo generale ,;lth-qu.·,lity wl . e tight, Cree -rue#hite" *40·,31-Cl-F: p'.IA!1 1 1 GAC/ I EPD.\TED Te¢nnr'Logy ise ,·ate:·le<! approach th.·, deli·,rr' an exclt,5!ve coTbination i I S*tem I- ='-I-- -i---1 1 1 Il.30.2017 1 IJCM SITE PLANof 90- CRi, beau:ilut ':ght chor.cleri·:tics arl'! lifelong color consistency. =·' i | lumen Wattswhil. m,„lairk·, g h gr 11. Ar·.7..b of: ic -cy - r true no comp•omise solution. i Package 126.48ov 120V 208/ 2404 27?V 1 347V I 480!V I U)CONSTRUCTION & MATERIALS L ---_-----le_---™t--_---i. _---1 Z • 5 '·n, ·.>w orifile de'on mirirrizes wind load -equiremerls '11---11---111-4-1-3 |113 6 1.00 I .3.71-7,91 0• 1.u·imv.-·re hc.irirg if. reged Occest :,!uminum wD ·.an ineg:al ; e | £20 1 361 m -67 1 [ 123 ;8 87 - 86"weanert·y·tiff) driver compartment ar:c t' igh r:·,-irinan .e heat sink· -7 8 35.3 {897mml f--4 1558mm] . f Performance Summary 7- / I 1aluminumand molints :0 2' ir·mmliF,2.3'73- 16{r'mi O.G. tenon *1-1,/AC/' dat@ 01/ C ,-"r '.ACLUD ' •.I: '•2]e l· d. 02114 .i •:, 1 J 1 wh • ·i: ••·t•1·:·1 5: A ··• |m-48,4 1/·1036 1 [216mrn) •Conver,·It i,!er!07/inci i,iouriling n·ethod on: ect.irirnicur. Dil , 5-i 4 ·., i 26; ' 2.30 1.0. 1.5. : 1.15 1 - 3.6„ rrimmum of 3./= · Dommi • Adjustab r. orni ma:,ir car bnarl ·.91,·r! 180 „1 2 5 inrrpmeng M g o t, 15,0·1(192. t a@51#11 :ne,11 Er,: m "1:ir:-6-i :- 2-·c. n•·,Ce: ·p , -c 2.:9: CP!. r P. i.·ab·, Delivery G: i:.r• SptiC 1„-1-./-ni sc"ar,·cr r„·Ind ncle. :ecurd by '·., . 5/10 12:.INCbe.,5 "f, "·cil cal//1/.5 ..I77 FLAcl IA, Adt:•9, /'2 .| i ' t.y , 0·= 1,/·ie!•4/ting t../9 -9 :i¢ ··50V,/· 1 • Desigr·od fcr uplic''t .-i-·! [:·.i·rl·g··: aLi:lic...on-.,ac--Con 2'15:rn .1,0.lters .···· 5.··r,>,!e<jintrie U.S. t· 2 3.5 . -c (79111 L 2.3/5 50" .-' • •mml I. 0 .lael len -n. Te- :i leqgth mu-t bea ' Dchnive Colf···fast Dell.03..aid 41··311 1/Nuros up E-C:oter.·cxy pri,·ner •A i: :161 ,: 56 .ri· 1, 11 r,'.,ur,sli i horizor,· ator ve, tled! 7 1-; Irrin, IP,10.1 . .... r wl!!141·,UP, St.Fable p·/·i j.·rt·:p cat, :.e·,4, i.9 ecell,•n. ·· %:.:p/:e /0 iL C ' .·-NEMAq· Photocet:(c· 05!:ir•,Uttl.3.·ule: .Igrali! ual.,/Ih·W:,·. SI.vt·I. bror..·4, black, 02,M' 08 iered Lur·le·.3: ·, :· 1, ' " i Ini•·at Detive,ed Lumens: Up 10 43.691 Recon·mendec 050 #ries Lumen Maintenarce Factors ILMF]Receptacle :ocat,on andw, ·eare 3#3<able E "iacy: ..: 9 · .·5 1.2.9Efficacy· Up 10 130 L-W ,i p qw '.„ .-Aj i I 10:mn] Llordera,,imt • A:,.ist,·..earr: mounlcall beadjusted 1,fc :·,5.E increments• Weight: 76.5 65 [12kgl T 8, d' ' u ' 111 b W \ 2€K ir i SDK t·r CRI: Min,:91,1,- 70 0 IM , 31)C -K, Z[' :CK & 3700!·1: 20 C -2*. /51.*- --1.- 7 .In, Ii,de·- 134-(34£·rm] td/5/ : 5.5 le.ad· e„1,11: thr::1,1.ma,re. Wh/n r 1tg)rn.l.frh31-/.4.--'IAL,n]. ELECTRICALSYSTEM M JZ:mion.+,dOSGS„estu,wrY,,in,rn,rerfacto-,LM,ICCT: 30001< 1+1- :1,1nk , 41)0:r, 1.,·- 3,2,1, -·ux 1.1- 500K' NEMA Photalt• input Voltage: 1712· 277/or 24 7 ·4B0Y, 50/l ]Hz, Ctass 1 drivers | ; -=-r - - -7= -7 - -'- - --=-= -= -' c lordered asanoption)·1:K -' .. i 1 [14 hr• Power Factor: > 0.9 at lull i. od Un·,ted Warranty': IC vear, r r k.:niraire.'10 yeari· 09 Tole, 1.1·,t -Ce'J·:Gurl,·d" Iblish ' Ambient optk i··,tial Fr...:r:. i .jecteD n.,i.: Ce ''culated'I: iLI' '';.' . .rdnt) 3/ 1/ ",1 1, Vt:,9 •Total Harmonic Distortion: < 209·': ,!' Ai1 to:.1 .IMP v pror' 1'. CCT: J · }· i ..·· - -;,·':. ,(1:- x . 1 2.1. "/ , .'.Receptitle Location proier-ted·' . ;'mJected : C·i:inte€!' · CatculatecF LME I P••k#hup.·· ;11 ··i ,·r·r Mi ·.,m•,111,1 wir/mliy tenr.5 . ----- - . Corre···121,0 wi:, aviolpl deg-addlion and :bi ab,09..Ilier. Dronze. btre, k.I 1.04' : 1 N I • Integ-cl 10<V -·:rgoserl:rc=rion prot-ction Etar·dird 1 1.- , Nf.-, ..1. K - ....0Ul .. 1 ... . 1 ... . 1 ... -1 -. 1 . 1 - . .-49; !J .r'Ell!11'.11!·1.'C!.111 i WO'91,1 c; 104 [ · ·'fl i ·' ··5 '.91.- ; 5 87 Accessories an·' .·hite a. r.'ia :·:t !.1. ---. --- - ............... ..... ----4----- ..W-- ---------.-----.-1- Accessories •When cf,doc':talog fi.jeil,J, a sl·,e,· 010·,vi"e ortyp: C.'Dh'tikerslioutd SCM'I! · · ·· ·· ·· ···· ·· -- ··- - ··· · ·---4--·-···-- ··-- --I 40.-2 ' |11.r 1 '''U¥,1,11,61„ 1 ..03 1 1.01 f 1 :H· 1 ·, 99' : C ,e • Weight: Spc Dimension and W·light Chart on pages 1 and 121101,n'rlbfut-·ed !,; 2 2·1·,»inrubhcnr ···,i 5.•1Ir,I·:r,c 1:.14 1 04 1.0,;; 1.04 :F..· · In,·ailed' 265!·. 1:2*1 | i ./.-1 ·514. ··I' f!.0.//•54:eld h:. ·- •·[eld RemoteC -, I. IME AL ·, or.,4 './.•' Jwl¢5 -F :'·.te.'C' '1:·Ii,t····='·|alli'.L'P . ,Gil"df';'1,9 1=muttl-level-p·,en 3 i · ·11'.,1 .1 0,·le ha::1-''elo r•··- .•d• .e r[· 9110*d Ordering Information Fully assembled 'cm n .,1 ,· f Imposed of 4.0 c©mpone/. thai -,u£.1 be erdered separatrty: Example: Maunt:G:.0 AASV+Luminaire: OSS-,1-NM 21•'.E 8-40»l' -S·i I i.n' i, .·· ·, @ r:· Inul: 0.• vrl.·.r ..... ' U.O- DX;039·4·!22-- - - -Cole, ow'k.n.sys#17 --T,Iili. .-ZE. 1EBE*i,r-JA,-r- 1 BK mack 1 901/7 i L'n-:•iairel'•Iliur m..stbe :-dir" se;.·i.it,-1,1 rn·&0:t NM BME- >K .401< XX .Wil 111./RR.I)IM. R. MOTION SENSOR. 7-PIN 1 1,1.:t Uptlon'E '·04/c .·ri :·r .....t ., I ,·· 1 .i.•ir 'Cl Pil. 1:4.r 11,1 9,3 Asymmetri€· I *-.---1--- - - -- 2--- ·r-·----=---,--.-.......--*:...,-n.-11=-1 ................---1 - . ---1 --- -- -1 30*1 UL 1 BK DIM 0-10}V Dimrn: q PML2 Pligrair nia bl, Multi.Level, 1 ]·33 i · CL,/21 111 /1 0,3 Mounting Heih, 1 - R:le, Ic D-1,£i'. 4.DE*hiE Mr Pch·M:'1' ···-"···,Ytn:rwl:il i 1 lilli • 10V Source Current: 0 15:nA REGULATORV& VOLUNTARY 0UAUFICAT10NS • cULLS L,••ed • Suit.,ble 'or·.ct. tor jtior o • Enclo.ute rated 116; per IEC 69%29 #he : cricred %,411.4 9 -ptio:t • Consult 'actory br CE Cart 'ir.·ap-oducts • Certi':ed 1, ANSIC135.31-21)01, 3Gbridge ans :·,·crl:ass vibrat:on sundare. • 10kV 5.1- .: suppre5sion proltedion tested in accordance w·:'h I LEE/ANS# 267.41.2 • Meets FCC - arl 15, Subpart B, Class A standards for conducted and radiated ./ *. ··ps • Li.inina.··rand fin:.h en.·!urancr, le:I,Edl:i with.:•r,€ 9.006hours,f Ele..1. ·3 6,-Dier.' 5.61; logcondition. 96 Met r:•.d in ASTM St·rr.Lard B 117 • Meets Buy American reguirrments wn··dn ARRA • OLC.·· d DLC Prerr,um qualifiei .e· .·.rs ]Voi: -·0·.L' Sor-•.2 0,-l-p•,9. api' y Ple:* ·eler to h'Ips Uv.·w·.'.·.,i wgri gh!.5 crgA.,·-=1·, lor most cgi:ent lilorm,·lion • R:H 5 corr n liar •. Con,Ju I fic tory for ar' 51,0 · at do I.its • Dar·• SkY A-endly, ICAApproved v.·h.?node·ed:.·,!h 29:< CCT P.pne re:€r to h:to·/id -rkskyoig/fc-i.'1>.-p-cducts/lor mest current informalion 110·c 86£··, ··, !·k 1 07 {50'Fl 5ymrr/.c 1:04 I 1 -3 1 .03 1 183 I 15·C 'A......1 ..... 11.02 !0-9 :43 4.6'-:0.861 1 [59.Fl i --/ -/'-/....'' -Svrmphc I 1£2 A 1.:2 . 1.02 .02: 11.02' 20-C l.tr-, 'tric £01 1 0.07 1 : 93 ! 0.893 0.851 168.8 1 Symmetfic -liu--RA - 180 1 1.:C' 1.00 I 25.r i :,-•.·r'-r.Iric 1 1 ·':C ' 0-74 i 0 9: . 1 Ill 0 1 4 ' 1 7, 099 .099 .R 99; 109 ' t.,Ims- nuln•lip-ci.lue£ et Wr !"7'r; arG rel/*e rEr IM-.9 24cd cn LI'. c·:. enc i: I : ·' i - i: ir( 1... 4 4/3 -w·r.mi··,™-21·11.PrD.r='· i,•··r.«a':·e'r···.IMh, I.:'•r, r: A···.'h·ar¢ Wh - 51<tir-,i• 6kt,·. 9 ·>M ..w-8 1... :27·1 te f ea··ir.1,-r·cl·,cl-citr 0···c-· ,··e,·· :···11:11 r•.'·•·11-Od.i LM 0 -OBII„el ·pl:i; .3,,.• hol.r: I ·e,· :». ::.· ·•.·i•.1· !:··. i· i·D.iTI 1 .Ca·-,··I ' F: ,·i;• Back' w/Sh.eld [Dile pair]Dire Sp,kes Hand-}irll/·.·'do J(55 111-1-4 9 050-,10 ER[ 6PK X,1-'.·-'·:R!-M - .'. '. Fd. 1 ) CpICS -Fo· u·-cul: '.·i h·irier-€cra·i.·1· c!1!'/ p-:gr.imr.]ble C.i:-110-RLSR ir.· - ···'',:·fon, p mimmum of one ban¢ heki £ ''"ated nlt/mot:·iE e . 1:.rd Ordering Information Fully ·ssembled lur·,···U-,- 4 ¢ompes<41 1,1 Lwo components fhal fru·;t hi ordrred eparate'>· EY,r p·:• · Mount, OSQ· 11044·5'4' + Lumi•.aire: OSQ+10 A-NM- 2ME·.60 L· 40;GUL.S:' 14'ili•! !Lurnin,·fe rn,151 be ©faered §*car'te!11 0.0-1,0- DA 1 Wit t OG] HO·AA.1 ..Lt:5'er A. /Cnto. Ootions EV Eit,2- W}.Wt-,-1 0· 3-149-0]A 1 .-.'ct Ar Lu nin. -p {M:-:f'i, Ple'51 be ordered segaratelyl {;99-140 · A |Nw i 5\IC i 65I. 40K :> lume,•F'relit Ver:; cia Mourring Cp:k CC! VPa,4.i·.r 1 050·Ho | A INM |A,:,inmetric . 40L · 30]K | U LME•L Bol 'J ·' Ill i 7,,:,i :"Il '' 'ype V '4· . ·:.1 %.-iff//b74'7 IF* Typu '1, Me':; l'i 21'11 '..11 'r - -77 --j' U1... P ./.4.i k....U H 7.2F (183.rni It.'gr Welglit Lumen · Vo packall W 1 I i DI N T, R, MOTM)N S EN SOR , 7-PIt CC.1. ODIC915 UK F F,/0 i:!,r< -V.'hi A i.·0 01:3·cit·/sh ; ,)'r i·nir .1···hi· " R - Aia•I:ble ' ·· • i .:i i·.,t,-0. 1·E 6-li Br:.r m , Pll P-Mr//mahle /,·.1 Lew!, up /0 60' Maunt,/g Height SV -Ret·-top···· c -- ,_ ··· t.el. . - 1 - lil•.i.:2 ..r n.,w-.Rirri: ··ni. · ·1.- .'- : 1.04 i 1.02 11 03 1.33 I 40/50L 1 Ty ·6'T -22,122::41 : 1 65,%04'.OV ¥.,1 1 1 1 i. Sy.metric ·5 /'·K : 1 1 wl·ite 09/08/07/(6/0!5/04/03/07/01 Fiell! Ati /Able 0,-4,1 1 r=1 400 -7 JCKI ;·.'ll./. 552 ; 57K 1 4 "n 5.-: r 1 :a·::·:e,.i,Qy ·0·,I,·,·: i.'" rn"q• :'' u.·!1 11'ly · ' ' ,1 .· 411,· ··•. ili ' w. v· 9 0 r.er?· 1: ····/:·· · ·r·!,an 5,11 SOO 1200 1 Tw/vs!,orl 60' FBod 1 1 U.:... 1 R NEMA 7-Pin PlotrceUReceiticle 77 Cr,[UM -2931er25.:··p'·3123:--212'/y·.·*m=. .tadues lED 2·G 'buy1200 Flood .7./.re....f : p.-AN'J; 1.'·36 6 I Wine /'r'.···righl *D k.... .. ....WSN pac,1, ie o ily | -FF,t,r, c.-C· 11·10-70'• c ·5! ted·····Wil/Sign 1 - 6.-·'en tor#.i- n./. ...: I..· r '.re RL Rotate ler 1 - PI,ots:.·ll 11 e ......g,·.:, Ii:•··.fl 1 -Ncia·•.1,1/··· w·· r L wrie · ,"·crr ·s ·i 4: optil - 1 FOI:,11:4!:r are re·-n:,1 :0 11'i left RR Rotate R]gllt 1 1 - i.,3 „·,·.1 0,;: e amrotated to the rFght • F..·. · .·. I :1· ·..···· ·.·i: 9·0'.: i.· , n rairedi !11 1,·,· .r,1•:•1'odac/ 555·Y|. , 1.2 eebo) •· 1 -·nen ra'"41· 1 Ic.rilo'.ir·Je: ,"1·14· ..r r ·., r.·- ' g.,- ·· ..i:····, A·I ·· ··· 1 1 ·r- ·· -c· int,-ft"t AP,Irctl l.umnnt#btomformizifietemer,yaf'es ELECTRICAL SYSTEM • Input Vottage: 120·277V. 708-480V or 3.47 480*.50/60Hz, Ctass 1 drivers • Power Factor: , 0.9:11 f:,1. lead • Totat Harmanic Oistorlion: c 23: at fu[! (oad • Inlea·at 10.V surge s·ippressier pr=:oction slandard • Whrn al,· .ictates ft,Ging, R I[ow b:ow fu,4,1 01· ·yile C/D breaker shoutd t: w.: e to addr„- i,· 1-1.: 1. c/·rent • D,·•. m.1 with 0 ·1 01 0'nm·ng cepibil l ins. 1-c r 61 SKUs with l.11 pritace, dirrmingcon· r i. linis m:19' bn > V w-er opon·€d r 277VCol't,·i)!s b, t.:tiers 4 • Reler to Dimrnil,1 spec 5.heat to: details • Maximum 10VSourceCurrent: 0 3CMA • Operating lomperature Range: 4CL & bOL- -40-Cto 40'C{ 4[!' F to 104' rl. 65!.: Pending REGULATORY & VOLUNTARY QUALIFICATIONS 0 -:lli us ·ned • 5, • 10! c· for wet locations • Cor,·u:: fee!::ryfor CECertifiedpro:Jc- • cr Miller! to ANSI 0136,31-2:01,30 I ··Idge and overpass v t:ral,c·.ste,dards • 101,V .:u, g.: su i. pi .-or, i,rotettion tested in accordance with ]EEE/ANS I C624 ,2 • Me ls FCC Pi.rt 15, Subpart B, Class A standards for conducted and rodialed emisslons • b. nin ··-r anc i :i:sh ··.r·,di.-/17/ tested to wth:tand 5.000 he·irn c f re· 1 't f'·n41'0.#1 h...7.-. ' Ai'm-ni:t·ic '5'C · i.,yii,-nel- Jir/·:i·,ai,trrail, e i.i»s ,·75 C. ,·7·/'Fl in. c i.c.•••!,u,:,- IM 71:,·,5·/onLX i·"d.:····,ei·i·/* 'i··1·'a··ele/,11] ·ih. ··.-·'i:'!:NA IM2·:1' i:•·.· ·U, VIL¥:.Ill·:Mullt:·1·rit.':''AL:.i'e¢,Ii· 1·r.b·,·,loi,•h.,1.,r. :. i.,A'.".'9) 1/9 'MULY-: 1.6· tv···lie,·"i'·ni,[r»,1,·i·.i, 0 ew ....u·,p•·i'•,·99]n'.-:·p /40 Cia-·1·4r-•i·!rENA 4, 2 .1.C,i:•1:1.,1 A !.i·,ri··•·'..•·Ilri•> 1,·r,i'n·,ath,•t:.r•.·j ,••I,L.·2i ··'b,M M ' ·36tc:.!Ii·i! ./.inmi Xcu€'.; :111,·1-...i .5,·r·u >' ·r! i e.ille a.te:d IED.1. 4.02 .. i.lfi--JEL 0.97 ''-02 . 11·02 1.027 ' 02 1.Ci !04 ! 0 4--To 4 1 1.01 ! uo 1 0'"00 : C.95 1 PC)LE MOUNT SPECIFICATION SHEETS 2ME' AME' 1 50/| 3000K | U·,·. rsal · .. · ··-11 i - t Fk--/40K -7 1.0..·77, 1 BZ1 60001< | UH 3ME'57K Ur:.-·sat SV 1 Type m I 570OK. 34 '·485·.' ...,A:. 1 ' /1//11 ' I 1 i 1 Symmetric j W v 259 1| Medium F,cod I 1 58 406 1 Type V 40 1 51•ort Floy* 1 WSN 600 1 1 1 WIde 40' i 1i1 Sign Floodf 1l 110150 1Figod - ·'-11@ble of, h backlight bliveld when e/ored w /1 be 14- A+:elld Icce#/ry £51:e table /ba,el 1 - Can ' ewi ,•0 "Uage ef specified input .· -' :.:1 1i power d.·-_ ' '!Or 1 09 Fi, I 1 Ad,/stable Oulpit |AA Mount r 1 -r--· --·-lf wise -12·erto:·-·I·r· ·41':4 ·'I·'dWH 1 1 A'h·le U -I ..'../. i ../. ' e'· 1/le -.2.'.- .2.211'*' R NEMAPhotoced Rece,tacle 1 2, - w. 1.2,9 1 - 1.···1: hir · ··U.S. applicabinionky 1":r·.-p.1 ',· 3- - I thi apo.·=al,0,5 1 ML M.:li-Le·i·I w th r·:agirn·.irr 45' : i . Refer to'.,i.i··· 7.e·. for de:1,4 -1 cierprorl .ier,ert.45 21:.10 118-9#·c# canbb * rt.·1··I/· i ..i, ch' aai nl-a!·ens ....43 --JI m'-1,·.1 RL Rotate LeltPML Programmable/ulti-Level. upte,n· -1.EOD··'crtic,:ierclared':·thelpH1 Mounting Height RR Roldle Niqht · Urte, to EM· :,r. r'-I,· 1.-·'/C 1 £·le·,1 :clic.ierolatedl'the- lite· -iii' %,Coi.-1;,i•,1 ·,r-I,C: O,15 ,!Ch, ......lLiieceptacielicationI - t.t (ordered as an optiont1.- 197mm] (269mm] 14820lm)#mma <- 31 179mn m, 45* tilt m el,=·,·it :o arrbir '11 5.12 10 J f.cr·,c ·' on!, .·t, Or·' · f c in ASTM Shindai :1 :3 117 Me ,· ts F j,· A ,-1„ ·:c.gr. renuirem: i.ts v.· ·4*r, ARRA Rot! i w··05.·int. Cons·.i·J t..ctoly 51 additional deoils Di.C ard DLC P:em·um Quatifit·i ver.,fins avail:,l.·le. Son., exceptions a tir· ly P: :se refer to ht'pri://wv.w dc -ignlight': org.4-c ·Irch/ for met ,'2,-i,3!10·) OSQ-liD lurnint··6 are enclosure rated IP66 per [EC 60598-fwhen , Of€cri-·11 witilaut !4,• R Ortie-, Dark Sky r, wridlv IDA A:,proved wl,cnordered w;th 3:]KCCT and DA mui int. F:, ase refer to h It whdarksky.or g/'sa/fia -produc',s/for most curre·,1 information Ittl 0 W o DE c®us [ER.4 2 · Rev. Date: V12 10/09/2017 US: lighting.cree.com T 1800136-6800 F 1262]504-5415 Canada: www.tree.com/calla CREE* ; CRE.,BEDus T (800]473-1234 F 1800] 890-7507 US: lighting.me=m T 18001236„6800 F 12621504.5415 Canafla: w,/v.cree.com/canada T 18001 473-1234 F {B00} 890-7507 US: lighting.cre:.com CREE+ rm 1 7-T i. c....crl ale,6 T 1900] 236-6800 bdum!flff:rum .Rev. DateV310/13/2017 Ae·:....- F [262] 504-5415 Canada: www.cree.com/canada CREE +V. T [BCOI 473-1234 F {800)890-7507 US: tighting.cree.com T {800236-6800 F {262}504-5415 Canada: www.cree.¢om/canada T {800]473-1234 F·!800]890-7507 10.31.2016 1 POLE MOUNT FIXTURE TYPE KB-2R C ) POLE MOUNT FIXTURE TYPE LB-2, LB-3, LP-3 SPECIFICATION SHEETS /SPECIFICATION SHEETS BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMiNA}RE LOCATICNS SHOWN REPRESENT RECOMMENDED POSITIONS THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIEL[ CONDITIONS. G. CREWS THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER THE CONTROLLED COM)IT:CVS UTIL!,ING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINA-11:·.G ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE Or ANY MANUFACTURER'S LUMINA:RE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTA3E, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. J.MACKEY FOR ADDIT'ONAL LIGHTING INFORMATION CONTACT: On-Site Lighting & Survey. 1.1.C'. PH: 763.684.1548 1 13 E-- 13 On-Site Lighting & Survey, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 55313 REGENCY-APPLEWOOD VILLAGE XSP Series M XSPWTM LED Wall Mount Luninaire Product Description The XSPWTM LED wallmountlumhairehes a slim, low profiledesign intended foroutdoor wall I mounled applications. The ruggeolightiveight aluminum houslug and mounting boxare designed 10· installation over standard singe gang J·Boxes and mud ring single gang J-Boxes. The luminaire allows lor through-wired or condul entry I rim the top, bottom, sides and rear. The housing design 95intended spocifically for LED tochiclogy including a wcathertight LED drivercompartmentandther,nal - .3,7..-:-·.· ··mi:rE,t management. Optic design featuris induslry-leading NanoOptic® Precision Delivery Grid™ system in multiple distribu:ions. Apptications: General area and sezurity lighting Performance Summary N:noOple Ple....Det,·very;ril·"op:,c Assembled in the U.SA of U.S.and imported parts CRI: CCT: 3000K I+/- 30010; 4000K [4'- 300KJ: 5700K 1+6 500KI Limited Warranty': L. ,.ar,or·' ·i.,·,-, -·11 ·.+.r·,ci,Cg.nrlast D.r ·4. -See ht.,Mightiog.cree.con/,·,arinty for wErn" :tr ins Accessories 3.8 I97mml XSPW™ LED Wall Mount Luminaire Product Specifications CONSTRUCTION & MATERIALS • Slim, tow profile design • Luminaire housingspecificallydesigned for LEDapplicationswith 5·f··7·:MF-77 1 . 1- 1 advanced LED thermal managementand driver • Luminoire mounting box designed for Installation over standard single gang J-Boxes and mud Mng single gang J-Boxes • Luminaire can also be directmountedtoa walland surface wirrd • Secures to wall with four 3/16- (5mm) screws (by others) • Conduit entry from top, bottom, sides, and rear • Designed and UL approved for easythrough-wiring • Designed for downlight apptications only • Exclusive Cotorfast DeltaGuardr finish features an E-coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, uttraviolet degradation and abrasion. SiNer. black, white and bronze are available • Weight: 9.5lbs. 14.31,g) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347V, 50/60Hz • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Clas52 driver • Integral 10kV surge suppression protection standard 9.T 1236 mm] REGENCY-APPLEWOOD VILLAGE PH:763.684.1548 0 FAX:763.682.9048 Electr.,10)1.1 Total Current LA) input System System PCNer Watts Watts Designator 1 20-277V 34'ZV 120V 208V 240V 277V 347'/ C; 42 46 0.36 021 0.19 0.16 0.14 G 25 27 0.22 033 0.11 0.10 0.08 • Electricidata at 25 C 177 Fl. Actual wattage msy differ b 4- 1096 when operating batween 120-347¥ + 10% XSPW Sefies Amb ent. Ad.usted Lumen *in:onance' Input 25K hr 501<hr 75Khr 100K hrInitial -:f Ambient Power Projected' Projected' 1 Projected' Catculated'LMFDesignator LMF LMF LMF LMF 5.C e I (41.Fl 1.04 102 1.01 1.01 1.00 - · ' G ·· » C10.0 1.03 1.61 1.OD 1.0[1 D.99[5071 0 • When code dictates fusing. a slow btow fuse or type C/D breaker should Fiet,1-11„latted v be used to address inrush current • C lnput Power Designatoris designed with 0-10Vdimming capabilitiesBeauty Mate standard. Controls by othersWM-PLT12•* - 12" [305mrn! Square • 10VSource Current: 0.15 mALEt?.215223" 1356mmt rparR_1- Covers holes teif>; N/c„T,all vaiks 'A REGULATORY & VOLUNTARY QUALIFICATIONS•• 1411,2 Kperifycator 4'" \ . Suitable for Wet locations1122mml •cULus Listed • Enclosure rated IP66 per IEC 60529 • DLC qualified when ordered with 40K or 57K. Please refer to https://Www.de*Ughts.org/search/ for most current information Multi-Level Sensortocation .10kY surge suppression protection tested in accordance with lordered as an option]IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B. C[ass A standards forconductedand radiated emissions • Luminaire and finish endurance teued to withstand 5,000 hours of 9.5 lbs. I4.3kg) elevated ambient salt fog conditions as defined in ASTM Standard 8117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details Ordering Information E>.:imple: XSPW-A-0·2-F C-1.1-2 s. 0 3 F C 'U i 'W COkr Prodwl Ae, .·ort .··.irlin/01;ll : M'll: le5 1 '14/.I '01'Pe.Cp[..OP,1.1,1: *SPW 8 0 2 30K C U S K Multi-Liver Wlt 1 Tvoe H Medbur 3000 K AZN (1!tiVerS' 2 Silver -Refer ta ML spec sheet for details 3 F G 320-277/ T -Available with Input Power Designator C on:y fy® 11% Mediem : 40001< 25W 1 i Black -Available with U and 6 vottagesorly M 1 120V 1 W P Photocru 57001< 12 White -Not avaitable with Koption 208-277¥ i Z -Avai!:able with l or 2 vottages only 2 6• Bronze343 - Available in Canada only. 3474 utilizes magietl-wee>vi. trans:trier. For input power Ir 347¥. re¥e rto the Elecrricat lala table Rev. Date: Ve,sionAVV 10/05/2017 -c U,L us ..F 1. US: lighting.cree.corn T (100]3-6500 F (262]504-5415 Canada: vmw.cmc.com/canada T [800}473-1234 F (800]890-7507 US: lighting.cr€e.com T 1800}236-6800 F t262) 504-5415 SURFACE MOUNT FIXTURE TYPE MSPECIFICATION SHEETS APPLEAVOOD VILLAGE 3400 YOUNGFIELD STREET WHEAT RIDGE. CO 80033 CREE 15% C 1.02 1.00 0.99 0.98 0-98159-19 G 20·C ¢1.01 0.99 0.98 0-97 0-9716rM G 25'C C 1.00 0.98 0,97 0.96 D.96177.0 G 1 Lumen rr.,IntenBnce valu5 8/50 177*J are calculated per ™-21 based on LM-50 * and in-eltu lumina re testing. Luminaire ambent Imperature factors ILATFJ have buen appl'ted to & Imen maintenance ./ema 4nacco/ance wi'llilkSNA TM-21-11, Procted #Lues /presentinter/hled value based on time di,ralionsthet are within six timeE l6)(! the IESNA LM-80-08 tolal te/ durehon lin hours) for the device under le#Ung 1[1]UT] i.e. the packaged LED chipl sin accordance w h IESNA T/-21·11, Cabtated Values represent time durationlhat excead sk Imes 16(] the illA LM-80-0310,/1 test duration n hours] for the device u /cr testing [(DUTI i.e. t* packaged L chipl CREE + Canada: www.cree.com/canada T [800) 473-1234 F [8001890-7507 # DATE INIT DESCRIPTION 1 11.30.2017 GAC/UPDATED JCM SITE PLAN SURFACE MOUNT SPECIFICATION SHEETS AanAnRC>uuzu 10.31.2016 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS.G. CREWS THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROVI LABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINAT NG ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. J.MACKEY FOR ADDITIONAL LIGHTING INFORMATION CONTACT: On-Site Lighting & Survey, LLC. PH: 763.684.1548 I 1 L -1 1 1 TRANSPARENCY REQUIRED PROPOSE WEST ELEVATION 60% MIN 9,248 SF 11.7% 1,8 NORTH ELEVATION 60% MIN 3,328 SF 4.3% 240 SECONDARY-MATERIALS(EIFS,-CMU) WEST ELEVATION 25°/0 3900 SF 33.8% 5,279 NORTH ELEVATION 25% 1,447 SF 16.5% 954 E b 3:1 - L D APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT ;18 SF I AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SF SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SF SPECIFIC DEVELOPMENT PLAN ,r BROWN TEXTURED EIFS CORNICEn EIFS CORNICE-YELLOW BRICK WALL-HARDCOAT STUCCO 1 --REPAINTED EXISTING WALL \ REPAINTED EXISTING WALL-:111==1 Naos DesignH , 1 0--,- - Group, LLCA=u'flIER!;Rtfl'JI[t:!mt'm'liI?:031"mI'l;k====Immm!!miC:mifImilf 4949 S. SYRACUSE STREET SUITE 46000A.DENVER, COLORADO 802371 1 1 (p) 303.759.5777 (f) 720.360.4281 www. naosdg.comfl _-- 1 ..1 . 1 / 1. . 11 :1 . 1 . 1 I 11 11 INTEGRAL COLORED /CLEAR ANNODIZEDLCONCRETE CURB YELLOW BRICK WALL-\-ALUMINIUM STOREFRONTCONCRETE BLOCK SYSTEM -XII - CT7777777777T777Tk T-777777T-EEEE7777TE777777777777777EZZIZIZEZI F===ZE=ZE===ZEZinrEEPL-1]./13¥27 116' - 0"18' - 0"18' - 0"12' - O" _ Sterling Design Associates, llc212' - 0"CIVIL ENGINEERS - LANDSCAPE ARCHITECTS r-) NORTH ELEVATION 2009 W. Littleton Blvd. #30013/32"--1-'-6"Littleton, CO 80120 303.794.4727 ph LU www.SterlingDesignAssociates.com 10 Z EIFS CORNICE--BROWN TEXTURED 'Z J HARDCOAT STUCCO-10-1 *1 1--RED BRICK SOLDIER COURSE 01 hi 6 12' - 0"24' - 0"12' - 0" ==============================2==22====I===BROWN TEXTURED =-1 U JINTEGRAL COLORED 1 82:ir;IMIEmmwNmE)29mm9&23zirm90mmm,mmadummm'nmmemy'/m=-62:IR.YELLOW BRICK WALL-n HARDCOAT STUCCO-,-1 EnREPAINTED EXISTING WALL YELLOW BRICK WALL--t CONCRETE BLOCK 7 1 Ed 9.,.zen97pnyx,rn0v6#De'm!;Een!™ZIN!11!mr'tllo'-mm„?mF"E!11!'3!I·"7,91Tmmlry:fmam,m;m!:Mrl:rim·':j·:IF:,p.r?479!rkmzm"ulumm!11!i:!11!mam'!11ImmnwiQIuzm,%7 - -_-·rzzzzIEE==EZ 1 . b.22..'.-.----.----™.'.......-------'.---==.a.-,--1.91-1.--------- ======= -1.l- - - i · r . - -.I- · '-...- .-: .-I...I..*-.-I. /...--/. :-.-*:.il-#..-*....--/'...---: I--.-&--/:'.-·.1. , , t..1 1. ''I i; .%1 1 . . .1 .... .... 1.1 . 1 I .......Tr ILT;Om"irTIP·!P.'71," 1.-11 1 11 1 .. .:,:.., ..... . ,...i,uii:,01.1:iI=il.UIELR:·£11015¤'in=,·-, u,,i·,i·0·m-,a':'ME'·JtR;3'E31''?Flt··u·M·&£··-.--·-·Ez·-- ,•··.,i-· ·ilbili3•jak-i;-1,.1;.r ,:,:_*-,i·.1.-p_.3E3FT_29 16!'. 1 - 4 - ]0=10=--1- A=-1 -=1[-1 11 11D N 1,„ . 1. 1- .. 1. . .1.-I... ..;. 11.....:t.%:.1.:.1.- 14 r--- ==- r=:/.aIl=-1 1,11:11,13 iti,mU,lintitti#:Al* 11*11114*11441*11:11#N:1®11%011:milittill#HI}+Ditil [FEEARY-1 NOT FOR CONSTRUCTION . t·L T ·/ I.: 1 FE IF I 11> I- 11. X X XE 11 11 1 - .Ll_...__..1.U:.:.;.2,jii--/261-31/212_11-A· 4 4· .-:*-.L-----:,.-:7:--r:22.---·--'.-72-=-·-try¥)53?7,·:-·-LI#Z?#miZEPMEZNEZZ.2ZZIZZIi.Em*3¤.LZEECE,ZEL15rw------11 -----1: -- - --,- - --t. INTEGRAL COLORED_/CONCRETE CURB--_ CLEAR ANNODIZED INTEGRAL COLORED_/CONCRETE BLOCK ALUMINIUM STOREFRONT CONCRETE BLOCK SYSTEM 1 2/3=-- lilli 1 18' - 0" MISING e-=T="991*=:tienme.9.49iSLEIt#9722.-222 2- -JI- - 6 1 1 . 111 -32=Fl--1 STERLING DESIGN ASSOCIATES, LLC ISSUES & REVISIONS: NO:DATE:BY: DESCRIPTION: NO:DATE:BY: DESCRIPTION: NO:DATE:BY: 1 111 DESCRIPTION: 1 1 1 111 NO:DATE:BY: DESCRIPTION: P NO·DATE:BY: DESCRIPTION:-/ -4-e#=1 NO:DATE:BY: 24' - 0"18' - 6"47' - 6"1 18'-0" 0 15'-0" :7 1 DESCRIPTION: --f-4-4 -282' DATE:SCALE: 12/07/17 As indicated Z -TERRA-COTTA TILE ROOF t PROJECT MANAGER:PROJECT NO:1 | BROWN TEXTURED | YELLOW BRICK WALL- TERRA-COTTA TILE ROOF INTEGRAL COLORED HARDCOAT STUCCO - - -/-CONCRETE BLOCK |- 'A EIFS CORNICE- 1 DRAWN BY:DRAWING FILE:IL - E- -crzm, -::.1'L: ..16. : a.i.:.)82:9.-22£<42::9.,X·£4 2'.ib2. r.:. 2-32 -YELLOW BRICK WALL /.11- /r-EIFS CORNICE I BB f-YELLOW BRICK WALL |9- E .·iLiL;:i j.f!::h:W,· im:ii:22·.:u; 22'(41!'aid ..,iii .i!: ......,1..i}:·.·:,·: -4 i :'..: I.·11 'ir'.·h.·:-F-EIFS CORNICE 1=2 1:411.3/L=L1L11:1211.u ,".LE_31:,i·.Mk IL_,L-10=1_, „au..4.i,til.ua.,i.uand=i.al LC-1,12.:;:.C :.C;ImSE2[&2.2.-m'. :'di;FI'i@ZiI;:;:92:1£:=Ir=-..=ni,c JILE„1501:*- ';65.&,Entlt,im F-1--· 1 1- '.6; a '/11.1 3 -1 17 .._ . , 1 1 '... . 1 1 11· 1 1 i C. --r-i j --11D Lai--ti-Il-ilcFU 1-J i i PROJECT: AP NORTHL,1 , - - 1 Lu=--1-. - ------' 1 1-1..-L----I.,24.--.L..... -- .immt..liil?miU!!fi!!11:*:dIAMEM.!diwi2]lialt;:=1161:*.LEL'.1i.Ah,;1:.ilL...·'L· ------"I'-'-'---- . ·Ir--.-/.--.·53 .pr ' 64 ·al:..tu,U:.Ililuc.3.'.L'JiLE...8€ :ii; .i,-4,-4 - 1-·a•-i.,; ..i...d......... fi--ij--12...NLA.li·t....: 7 · MwAMNBRnM:-HYNVYWW78.-1.7,7 . 1,- 1 1 SITE REDEVELOPMENT 1-1 1 1 - 11 .... . ..1 1 1 = 38TH AND YOUNGFIELDli F- ...1.. .1 .. ..L ,-REEE{NIFJ'Ell™MIE'Uin:1]El:.mENEIm:1!RII[%81UEflm!St'ilrUffiEllm:IB.!1111:Or:miRmfiml:IMIUD,fiflmmmIniUIm!110511;:Ellimiml - ,.07 t:·· .'il -:·.. . - --: ·1 9 WHEAT RIDGE, COLORADO...... .. . . 06 El, 1 p ·:- I. ·-:·.. .·· ;< /, 1 1 11: LM 1 - .1 ./ 1 1 ffs.. 1 ..,2*. 1--·----------------- . ·· -· ··-1 1 === . . · · - ' . 1 ,:t -- € 'e der n -1 -11== 1 fP..I---1-7-19:. - 1111 . & ...':. . r =t 11 · 111 · 'r==r... .4 - 1 P===1 r-CLIENT: 1 U'ffjckly)37: _-*.41.4. ·,·••.·,-··, ··.,·· ·.-- ··,I.·.· ·4·- ... , ·· ·.w-·• •4 ,···,·.» · w-· ·.,•·· ··· •,·„•.....··•·· · · ..-·, ..····• · •,--· -·•· · ·····•·-•· · ··.. - REGENCY CENTERS| INTEGRAL COLORED_/CLEAR ANNODIZED 27f)- 4- -./.&/I.Il......,.2£= -125'e.-1.-I/I.21!...'.....!.2---;.. 1 CLEAR ANN0DIZED /8480 ORCHARD RD. SUITE 6900CONCRETE CURB-/'ALUMINIUM STOREFRONT-jCONCRETE BLOCK ALUMINIUM STOREFRONT -11 SYSTEMI Bl GREENWOOD VILLAGE CO 80111 SYSTEM I ---1.--B/lujAN V V1/ 111 *MU F LZ,111 1 1 TEL: (303) 300-5300 Al 'a= LU b 0S f - 011 12' - 0" 1 I!Ill_ 1 1 1 e I lilli lilli lilli lilli 1 1 "111 111 1 11 1 1 =.i-.Il...=..li.I...-I.-I.-1..I..=.- 71 IL[lili .,1, --I |C-Ill Il =I= 1 | SHEET TITLE: 41 2- 3' - 0"12' - 0"3' - 0" -4 1 1 + 21' - 0"54' - 0"21'-0" - ELEVATIONS 3' - 0"12' - 0"3' - 0"12' - 0"3' - 0"18' - 0"12' - 0"12' - 0"6'-0" 1 6'-0" |___ 1 1 - 299' - 10" SHEET NUMBER: _WEST-ELEMATION 3/32" = 1'-0" 1 1 I 1 APPLEWOOD VILLAGE NORTH SITE REDEVELOPEMENT AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SPECIFIC DEVELOPMENT PLAN 11-1 U S Naos Design Group, LLC 4949 S. SYRACUSE STREET SUITE 460 DENVER, COLORADO 80237 (p) 303.759.5777 (f) 720.360.4281 www. naosdg.com A *) Sterling Design Associates, llc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS V 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com PRELIMINARY NOT FOR CONSTRUCTION I ........-.-Ill-i- ...... 1 STERLING DESIGN ASSOCIATES, LLC-r-/ »--- ISSUES & REVISIONS: -* NO.DATE:BY: DESCRIPTION: NO:DATE:BY: - 9 1 -13«71 DESCRIPTION: LI 1-*=11 i I n-r--1--rrE -, . Tlf 421 , ' f f L.LJ-4-+11< i 1 --E?;:t' NO:DATE: BY: ''1 1_1.--L===d=-v==rll - 1 lili lili------1 - 1 -11 4-11 Mt-lEE=*-*766 DESCRIPTION: NO:DATE:BY:: r DESCRIPTION:-9-ime NO:DATE:BY: DESCRIPTION: NO:DATE:BY: DESCRIPTION: -1-I-. DATE:SCALE: 12/07/17 PROJECT MANAGER:PROJECT NO: DRAWN BY:DRAWING FILE: BB PROJECT: AERIAL PERSPECTIVE APPLEWOOD NORTH SITE REDEVELOPMENT 38TH AND YOUNGFIELD WHEAT RIDGE, COLORADO C. A .1.1,-J.... & I - ..rl-/3 1.- 0 4 .V- E r ;4.. »1'*00' 42 24 *BWI I *r - 44 22'93 A·e=2 4 CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE: AERIAL PERSPECTIVE SHEET NUMBER: 2 1 A2 \\ 1 \0---e A CD-R 42 1 61]000@ limimmgm 700MaMo j 52x speed vitesse Apefee_ek "-UR*-/0-44 6DP Suk>,4,*+4-41 t