Loading...
HomeMy WebLinkAboutWZ-14-02City of Wheatdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. February 19, 2016 Terry Kunz 2770 Isabell Street Golden, CO 80401 Dear Mr. Kunz: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the first resubmittal for approval of a zone change and approval of Outline and Specific Development Plans for property located at 11500 W. 44th Avenue (Case Nos. WZ-14-02 and WZ-14-03. The initial applications were filed with the City Community Development Department on February 20, 2014. An initial comment letter was generated by city staff on March 20, 2014. A second comment letter was sent on October 25, 2014. Since that time, there has been no activity on your part regarding your land use request. It is departmental policy that if no action occurs on an open case file within one hundred twenty days, the case can be closed. Subsequent action on the property will constitute a new application with new fees required. Please contact me at your earlier convenience to discuss status of your land use request. Sincerely, Meredith Reckert, AICP Senior Planner www.ci.w h eatridge.co. u s IV�141 ON of ��Wh6atl�,�,e MNT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. October 25, 2014 Terry Kunz 2770 Isabell Street Golden, CO 80401 Dear Mr. Kunz: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the first resubmittal for approval of a zone change and approval of Outline and Specific Development Plans for property located at 11500 W. 44`h Avenue. The application has been reviewed and the following are comments regarding the second submittal. OUTLINE DEVEOPMENT PLAN DOCUMENT SHEET ONE 1. The property will only be allowed to have 38 dwelling units. Please correct this in the Pennitted Uses section. 2. Under Permitted Uses, correct the spelling of "sight" to "site". 3. In Development Standards, indicate that the density is 21 units/acre. 4. In Development Standards, designate the front setback as being 20'. 5. In note #10, reference the most recent FEMA maps dated February 5, 2014. 6. Add the following ODP note: This Outline Development Plan is conceptual in nature. Specific development elements such as site layout and building architecture have not been addressed on this document. As a result, a specific development plan must be submitted and approved by the City of Wheat Ridge prior to submittal of a right-of-way or building permit application and any subsequent site development. 7. The minimum landscaped coverage is indicated as a minimum of 25%, potential future reductions of landscaping on the site can be accommodated. In the table, make sure that landscaped coverage is indicated as "minimum landscaped coverage" 8. Please be aware that the zoning and development code requires a minimum of 30% landscaped coverage for multi -family development. While a variance is not required, this will be addressed in staff reports for the project. SHEET TWO 1. Modify the adjacent zoning and land use references so they more accurately reflect the existing conditions. 2. Modify the front setback so the buildings have a 20' minimum front setback. SPECIFIC DEVELOPMENT PLAN The applicant is in the process of modifying and resubmitting changes to the Specific Development Plan. Comments regarding this document will be compiled at a later date. www.ci.wheatridge.com s EASEMENT ACQUISITION The proposed utility design includes looping of the water line from the site to the west to intercept the existing water line on the RV Park addressed as 11690 W. 44"' Avenue. To accomplish this connection, the line needs to extend north in the City -owned access drive roughly 90'. Therefore, both a construction easement and permanent easement will be required with approval by both the City Parks Department and Jefferson County Open Space. Please advise as to where you are with the easement acquisition process. The following are referral responses from outside agencies. Wheat Ridge Public Works: See attached comments from Dave Brossman dated March 21, 2014. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly and submitting on hard copy of the Outline Development Plan and an electronic copy of all documents. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner 3dtlJBONVI 0'Dt� 3 tlIJd3Nrv0J 49M .BZ,IC.q) N ' .d BONINtl3B NOd SBv9 ONtl L J35 6/l MN 3NL d0 aNN 153x1 __ _ y0L'96S _ — _ . 6'BfBL 3,BZ .IC.DDS R? I l> N E4 Z z Q E- z U WA E Z O a oxy; �9e �wz xwZz�" 9 �gl f6 d � a U'zyw xzw w ��N 04w aqw xQ E� v� Q ry spa WW W wOH E�x �zw s a � Oar a w E-4 0m0 �oy 1+1 Z E" z F aZp 0E- � a a a 3dtlJBONVI 0'Dt� 3 tlIJd3Nrv0J 49M .BZ,IC.q) N ' .d BONINtl3B NOd SBv9 ONtl L J35 6/l MN 3NL d0 aNN 153x1 __ _ y0L'96S _ — _ . 6'BfBL 3,BZ .IC.DDS R? I l> �7 - say � �9e W 9 �gl f6 d � a = s � = • � 1N3NS,tld H RSo �1 y w�6 w5y�g ry spa R� I -os---- --- a o s a _ ff Ili I I R� 3dtlJBONVI 0'Dt� 3 tlIJd3Nrv0J 49M .BZ,IC.q) N ' .d BONINtl3B NOd SBv9 ONtl L J35 6/l MN 3NL d0 aNN 153x1 __ _ y0L'96S _ — _ . 6'BfBL 3,BZ .IC.DDS R? I l> - say � �9e W 9 �gl f6 - ,ll"CM M .BZ.IC.q { ;- % 3dVJSONVI --L-r-- j 3dO13\N3 �NIOiIDB 3dVJ50NYl -.d s � = • � 1N3NS,tld H RSo �1 y L--d �NlHeva dg 3dtlJBONVI 0'Dt� 3 tlIJd3Nrv0J 49M .BZ,IC.q) N ' .d BONINtl3B NOd SBv9 ONtl L J35 6/l MN 3NL d0 aNN 153x1 __ _ y0L'96S _ — _ . 6'BfBL 3,BZ .IC.DDS R? I l> �gl 11 �i h dg �t�. ,Z.... NN RR g^ �ol H w � €m�bb Nff � - k N S1 Fy Z A U C F-� F L4 � U F-� CA cF0 O x W - €z �D-misie z e e _ %4 g € s W EM- <am3sW w aw "=gym W a� m a W� Q 'Z' w z " gkk,�='u 3 €� 2 ? ��Wam "g = a ^ \-i CSO W aw Off: P-4 3>$m a= rn C7 W r S a g��o<" a o� HQ� k, ee g a vi W H W z ti w ��a:;=� g W e �" �o��g a?� o°k= suso hWcsag =gym �g aAk� W ✓ ti C7 ¢€k kn3 �€ g• gC€ ��fi m m� w ,�� @ $ o€a¢�" _- n �3 `=-A io a W A 8���__" * $�<09 $ =kFsz„k =k Wyk d� o:r oq am "gym ��"�a" �s a asp Rj E-U� Q w o F• s$k an a Aga <s 8z �s zaQs g== p x s 44 W W F w �gkbeg� zG eamzP4 co w” a4 $€ A m 3 W Oz P4 z o 0EU � a HAMA i a � g� Sass €y m 209s1fln gE QH k�kkg� 6 0� dW 8Ftl� p§Ful X88€9o ok N a �• R € Out MHUi'SN'R 92 a F, �pak°; �aWa z€� F A i€ e a�gwp FQ g mg om��o k S whSe d g" o y Y S b- Wk g 3 d W o b �°aao ogokg Bo s N "s "a mk'�>$g k s< g a PqF ads aR § m < ak�x _ _-H s xr oma g August 25, 2014 Meredith Reckert Senior Planner City of Wheat Ridge 7500 W. 291h Ave. Wheat Ridge, Co. 80033-8001 Re: Elevation Comments for Prospect Lake Apartments. Ms. Reckert, As requested please accept the following explanation of compliance with Section 4.3 of the Architectural and Site Design Manual (ASDM) 1. Facade Detail- All building elevations incorporate five different exterior materials with the exception of the East Elevation of the 27 unit building and the South Elevation of the 12 unit building which only have four. It should be noted that neither of the elevations with 4 materials faces a street or parking access. Materials include brick, stucco, narrow channel lap siding, Steel Railings and Laminated Roof. The two previously referenced elevations do not have brick. While the variety in materials will create different textures it should be noted that at least 2 color variations of stucco will be provided and 2 colors for siding, trim, soffit and fascia. 2. Fagade Articulation- The front and back of all buildings have architectural bays for the balconies. Balcony side walls extend 2'-6" out from the bedroom wall's while the balcony wall recesses 2' for a 4'-6" bay (balcony). All balconies are covered by a dormer. The entrance areas have 8' separation between buildings. This area is open for the first 4' in the front and 3'-6" in the back for all 3 stories. The landing railings are recessed 4' and 3'-6" respectively from the front and rear walls. The roof covers the entire separation area and has a dormer directly above. All building end walls step out 1 foot for the 28' center of the elevation. This offset is covered by a shed roof with a 1' overhang just above the 3rd floor ceiling line and below the gable of the main roof. 3. Primary and Multiple Unit Entrances- As previously described the entrances have distinct changes in wall plane and building massing as well as enhanced lighting for stairs and unit entrances. 4. Fenestration- The elevations on the front and rear of both buildings are 28% windows and sliding glass doors for each unit. If the entire balcony is included the fenestration increases to 52%. The east and west elevations of the 12 unit building have limited windows (<5%) because windows on these unit walls negatively affect the functionality of the interior of the units. Typically these walls would be used for headboards in a bedroom and vanity's in a bathroom which restrict the functionality of large windows. On the north elevation of the 27 unit building we have proposed closed shutters instead of windows as this elevation faces 44th Ave. and windows would increase the transfer of traffic noise into the 6 bedrooms on this end of the building. The south end of the 27 unit bldg. should meet the design requirements since it is half the width of the other end elevations with multiple setbacks to landing and stairs. If possible we would prefer to eliminate all the larger windows on end elevations that would be over bedroom headboards and replace them with the fake shutters used on the north 27 unit elevation to reduce noise transfer to the bedrooms. I have included a sky view drawing depicting the 27 unit building outline along with a roof outline. This drawing shows the offsets for the balconies and setbacks to the 2nd and 3rd floor stair/entrance landings and how they relate to roof overhangs and dormers. If you have additional questions or require any clarification please contact me at your convenience. Sincerely, Terry Kunz August 22, 2014 David F. Brossman, P.L.S. City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 www.ci.wheatridge.co.us Re: Comments dated March 21, 2014 for First Review Comments of the ODP, SDP, Final Drainage Report & Plan, Trip Generation Study, and Construction Drawings for the Prospect Lake Apartments. We have completed our responses to the review comments of the above referenced documents received March 21, 2014, for the proposed development at the property located at 11500 W. 44th Avenue. PLANNING & ZONING General Comment: Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. Response: noted 2. Please include an electronic file in AutoCAD 2010 or earlier DWG format for the boundary of the ODP/SDP with the next submittal. Be sure the drawing is on the Current City Datum (the City uses a modified, ground-based version of NAD83 HARN - further info is available on the City's website). PW also has an AutoCAD drawing tool that can aid in the conversion from NAD83 to NAD83/92 that can be used by your surveyor as needed (this tool can be provided upon request). Response: To the best of my knowledge this site has been surveyed using the NAD83HARN coordinate system. Outline Development Plan Sheet 1: Below the Legal Description please provide the total area: a. A. The square footage, rounded to the nearest square foot, AND B. the acreage, to four (4) decimal places. Response: Square Footage and Acreage Added. 2. In Note 8 it is stated that "HUNDREDS AND THOUSANDS ARE DROPPED FOR CLARITY" Please revise this statement as only the thousands have been turned off. Response: hundreds dropped from text. Sheet 2: 1. Need to turn off the hatching, utility, and topographic layers — way too much info renders Sheet 2 essentially unreadable. Response: Hatching has been removed. 2. Need to clearly identify the 6' detached sidewalk along W. 44th Avenue that will be constructed with this project. Response: "Existing Sidewalk" has been added. 3. Show the sidewalk connections on either end of the new portion where it will match back up with the existing sidewalk. Response: A detail of the sidewalk connections have been added. 4. PW may provide further comments with the next submittal after the sheet has been cleared. Response: noted. Specific Development Plan Sheet 1: 1. Below the Legal Description please provide the total area: a. The square footage, rounded to the nearest square foot, AND b. The acreage, to four (4) decimal places. Response: Text added. 2. In Note 8 it is stated that "HUNDREDS AND THOUSANDS ARE DROPPED FOR CLARITY" Please revise this statement as only the thousands have been turned off. Response: hundreds dropped from text. Sheet 2 1. Need to turn off the hatching, utility, and topographic layers — way too much info renders Sheet 2 essentially unreadable. Response: Hatching is left on for ease of determining landscaped area. All other layers have been turned off. 2. Need to clearly identify the 6' detached sidewalk along W. 44th Avenue that will be constructed with this project. Show the sidewalk connections on either end of the new portion where it will match back up with the existing sidewalk. Response: "Existing Sidewalk" has been added. Response: A detail of the sidewalk connections have been added. 3. PW may provide further comments with the next submittal after the sheet has been cleared. Response: noted. CIVIL ENGINEERING General Comments: 1. Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. You may need to create an additional sheet showing just the landscaping Response: Sheets cleaned up. 2. Please be advised that since a Stormwater Management Plan (SWMP) will be required with this project, all Grading & Erosion Control sheets found in this plan set must correspond to those included in the approved SWMP. Response: noted. Final Drainage Report (Discussion): On page 3: a. The 2nd paragraph and the top of the page and the first paragraph under the Section D essentially say the same thing. These two paragraphs should be combined within one section or the other. Response: paragraphs consolidated. Under Section C. Proposed Project Description: the 6th sentence of the "Proposed Project Description" section it is stated that access will be from W. 44th Avenue and from the west. If this project proposes to utilize the City's gravel drive service entrance to Prospect Lake lying west of the site, negotiations with the City will need to take place regarding use and maintenance and express written approval granted by the City. In addition, an ingress -egress easement must be acquired through the Jefferson County Open Space for any use to take place. Response: The easement is being reviewed by Jeffco. The client will negotiate with the city on the ingress/egress from the west. As of this report, there will not be an ingress/egress access from the west. 2. On Sheet 13 of the FHAD from ICON, please highlight on the sheet where the subject property is located to assist future readers of the Report. Response: The site has been highlighted. 3. On page 7 Under Section 4, Basin and Sub -Basin Areas, please include the area for each sub - basin. It would be easy to just add another column in the table (refer to the redlined Report). Response: A table has been added that shows the areas of each of the sub -basins. 4. In the 2nd paragraph of Section 2 on page 10 it is stated "...the amount of runoff ...is at or below historic rates." Please provide a comparison of the historical and developed Q5 & Q100 in support of this statement. Response: Tables showing the runoff for each basin that flows to offsite in both the historic and developed condition have been added to the report. The total runoff for the site in both the historic conditions has been added to show that the developed runoff to offsite has lessened as a result of this development. 5. On page 12: a. Under Section F. Release Rates: We acknowledge the methodology that is used was from the previously approved WILD Bird Final Drainage Report. However, since the time of approval of said Report, Public Works has started requiring a "safety factor" be included on all infiltration basin and underground infiltration bed release rates to ensure long-term functionality (due to silting and other factors). The safety factor we now require is a 20% reduction in the percolation/infiltration rate as determined in the field. In this case the infiltration rate will be reduced from the 1/21 (0.0476 in/min) currently used to 0.0381 in/min. Using this reduced rate still yields an acceptable drain time of 830 minutes (14 hours) for the major storm event. Response: Based on further discussions about the infiltration and release rates, these values have been modified to allow for a 10% reduction in the infiltration rate. The Infiltration rate is 0.0036 ft/min. The time to empty the pond is 8.7 hours. ii. The Release Rate shown near the top of the page equals 18 CFS. Need to re -calculate this using the reduced infiltration rate that incorporates the 20% safety factor. Response: The release rate has been recalculated based on a 10% factor of safety. The release rate is 0.316 cfs. iii. Need to include: 1. The method used for the percolation test; state if the standard ASTM 3385 test was used, and if not, what procedures were followed, etc. Response: A note that the test was performed by RMG Engineers Group and the method they used is added to the report. 2. The depth the test began — did it begin at the proposed pond bottom (402.5) as required. Response: A note was added discussing the location and depth of the bore hole. 3. What the test hole depths were below the pond bottom elevation for each hole. Response: See drainage report for elevations. 4. Need to discuss the Geotechnical Engineering information needed to support the infiltration design, and that is required in the Appendix. Specify what the depth of the local water table is, if the impervious clay layer (as found at the Wild Bird site) is also present here and how that may affect the infiltration rate and/or the design, etc. Response: Text added about the findings in the soils report. b. Under Section I. Slope of the Trickle Channel, since no trickle channel will be used go ahead and delete the second sentence. Response: No trickle channels are proposed for this site. c. Under Section K. Emergency Overflow Location & Design, the 3rd sentence states the "emergency overflow will release offsite". Please describe where the flow will go (i.e., towards Prospect Lake) and include the elevation of the overflow. Response: The overflow will occur at the southeast corner of the site. The elevation of the overflow is 406.1. This information was added to the drainage report. 6. On page 13: a. Please state the elevation of the emergency spillway mentioned at the top of this page. Response: The elevation of the overflow is 406.25. This information was added to the drainage report. b. The last sentence under Section M. stating there are no pipes leading into the pond may need to be modified given the fact that the proposed grass -lined swale will have a 1 % longitudinal grade. The UDFCD requires the use of an underdrain for any longitudinal grades less than 2%. Response: The swale has been removed from the site. c. Under Section N. Open Channel Flow, please discuss the need for an underdrain system as identified on the UDFCD spreadsheet due to the longitudinal slope of the swale being less than 2%. Provide a brief description of the underdrain design. Response: Swale removed from the site. No underdrain is necessary. 7. On page 14: a. The table for the 6' V -pan shows the depth capacity of the pan as being 0.17 inches. It sure appears this should either be 3 inches to correspond to the detail on the Construction Plans — please double-check this. b. In the Mountable Curb table it shows the capacity as being 2 inches. Again this seems a bit off— a 2" curb is pretty small. Response: the depth of the v -pan has been corrected. 8. On page 15: a. Under Section A 2), at the end of the 2nd sentence please add the following language to show the design adheres to the UDFCD criteria: "..., to minimize directly connected impervious area (MDCIA). This adheres to the UDFCD Four -step process required per the City's Site Drainage Requirements." Response: Verbage added to report citing UDFCD recommendations for MDCIA. b. Modify the first sentence under Section B 1) to read, "The detention pond is sized using the infiltration rate methodology from the "Final Storm Water Drainage Report..." Otherwise it makes it sound like this pond is the same (size) as the Wild Bird's. Response: Verbage added to report. 9. Please provide a P.E. seal and signature on the revised Final Drainage Report for approval. Response: noted. Final Drainage Report (Appendix): 1. For the Infiltration Pond Volumes Spreadsheet: a. More information must be included for the percolation tests: The method used for the percolation test; state if the standard ASTM 3385 test was used, and if not, what procedures were followed, etc. Response: calculations have been added to the report. ii. The initial elevation of each test hole and its relation to the bottom of the proposed pond. Response: a chart has been added showing these number. iii. A separate sheet containing a site map indicating the location of each test hole. Response: site map has been added to the report. iv. Geotechnical information (including boring logs and associated borehole location map) detailing subsurface soil materials and local ground water elevation must be provided in the Appendix to support the percolation test data. Response: bore hole 6 is related to P3. The boring log for 6 has been added to the appendix of this report. B . The Infiltration Rate information shown from RMG Engineers Group needs to have sufficient decimal places (at least 4) so one can properly calculate the rates. With only 2 decimal places it shows the infiltration rate to be 0.00 ft/min. Response: Decimal places are now shown. c. A safety factor must be included in the infiltration rate calculations (please refer to comment 5.a.i. in the Discussion section above). Response: Factor of safety of 10% has been used to size this pond. d. There are several inconsistencies on this sheet — please refer to the redlined Report. Response: Calculations have been performed per city comments. 2. Need to include geotechnical information in this Appendix in support of the infiltration basin design functionality. The geotech info needs to include borehole logs and a summary of the findings by the geotech engineer. Response: excerpts of the geotech report have been made part of this report. Final Drainage Plan: 1. Please clear up or delete the jumbled drawing found in the upper right-hand portion of the Plan. Response: area cleaned up 2. Need to identify the existing curb, gutter, & sidewalk. Response: area identified 3. Please remove the offsite hatch pattern along the east side so that the small runoff "discharge to offsite" arrow can be clearly seen. Response: area cleaned up 4. Please provide to -scale cross-sections for A -A and B -B in the locations shown. Response: cross sections added 5. Remove the City Engineer approval certification block (Wheat Ridge doesn't use these). Response: cross sections added 6. Please be sure the elevations shown on the Emergency Overflow detail directly correspond to the elevations in the Detention Pond Volumes table. Response: elevations match 7. The grass -lined swale detail should be modified to include distances for everything (see redlined Plan). Response: swale has been removed from the plans 8. The Developed Runoff table has some erroneous information. The values provided must correspond to the UDFCD spreadsheet values. (I highlighted the ones that need to be changed). Response: I used the default C values therefore I used the calculated runoff for this project. 9. Need to fix the linetype placement of the Developed Sub -basin Boundary in the Legend. Response: Linetype fixed. 10. Need to include a detail for the grass -lined swale underdrain on the Developed Plan. Response: swale has been removed from the plans 11. Please provide a P.E. seal and signature on the revised Final Drainage Plan for approval. Response: Noted. Construction Plans General Comments: 1. Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. Response: Sheets cleaned up. 2. On the Detail Sheets, please remove all references to "Pay Items" and "Pay Areas". These are for use only by City -hired contractors on City -funded projects. Response: Details cleaned up. Sheet l (Cover Sheet ): 1. Under the Construction Sequence, please change the word "County" to "City". Response: Text changed 2. In Note 2 of the General Notes for Private Development, add the following text after the words "RIGHT-OF-WAY" ",CONTACT THE PUBLIC WORKS DEPARTMENT AT 303.235.2861. Response: Text added. 3. Remove the City Engineer approval certification block (Wheat Ridge doesn't use these). Response: Certification blocks removed. Sheet 2 (Historic Drainage Map): 1. Please refer to the Historic Drainage Map found in the appendix of the Final Drainage Report. Sheet 3 (Developed Drainage Map ): 1. Please refer to the Developed Drainage Map found in the appendix of the Final Drainage Report. 1. Please refer to the Developed Drainage Map found in the appendix of the Final Drainage Report. Sheet 4 (Overall Site Plan ): 1. The proposed 6' detached sidewalk needs to be shown and the connections on both the east and west ends need to be identified. Include a detail for the connections if necessary (plan view scale is a bit small). Response: Text added to all sheets. Sheet 5 (Utility Plan ): 1. This should be the one and only sheet where all the utilities, both existing and proposed, should be shown. Response: Utilities are shown only on Utility sheet. 2. Need to show proposed utility cut locations inW. 44th Avenue with approximate dimensions. Per our permitting policy, more than 3 cuts within a 250' length must be milled and overlaid. For further information pertaining to this please call Russ Higgins, Field Services Supervisor (303.235.2869). Response: Utilities cuts and patchback are shown on Utility sheet. 3. Please include a note to the contractor on this sheet: "UTILITY CUTS WITHIN W. 44TH AVENUE ARE LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING/OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR." Response: Noted added to cover sheet. Sheet 7 (Construction Details): 1. There are numerous details that don't appear to be for use with this project. Please re -check these and if they all are to be used identify where on the respective plan view(s). If they aren't going to be used — please remove them. Response: Details labeled and cleaned up. 2. You need to include a detail for a commercial drivecut: C-D05—VCG.DC 2.dwg Response: Details added. Sheet 8 (Construction Details): 1. There area couple of details that don't appear to be for use with this project. Please re -check these and if they all are to be used identify where on the respective plan view(s). If they aren't going to be used — please remove them. Response: Details labeled and cleaned up. Sheet 9 (Construction Details): Please remove the two details as shown - they are for use only by City -hired contractors on City -funded projects: a. The driveway detail is for residential driveway reconstruction only, and Response: Details removed. b. The Valley Water District will have their specifications for the fire hydrant. Response: fire hydrant added to water plans. Sheets 6, 10 &11: 1. Sheet 6 is out of order — it is found where Sheet 9 should be. Response: Sheets put in order. 2. Please be sure that the grass Swale and emergency overflow details on these sheets corresponds to the ones found on the Developed Drainage Map in the Final Drainage Report. Response: noted. 3. All sheets pertaining to stormwater or sediment and erosion control will be reviewed concurrently by Bill LaRow, Stormwater Program Manager (303.235.2871) with the Stormwater Management Plan. Response: noted. ADDITIONAL ITEMS 1. NPDES Permit: The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of disturbance for the proposed development is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division Water Quality Control Division at 303-692-3500 and asking for the public assistance person for the Permits Unit. A Stormwater Management Plan (SWMP) detailing the Best Management Practices to be utilized during construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of any Building Permits. Response: noted. 2. Stormwater Management Plan: This site is greater than one acre in size. Therefore if the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval (please see related Note 1 below). The SWMP must be approved by the City prior to issuance of any Building Permits. Public Works The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Response: noted. 3. Drainage Certification Letter with As -Built Plans: Upon completion of the drainage improvements, the Engineer -of -Record Mr. Henry Hollender, P.E., sliall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Drainage Plan, that the site conforms to and shall function as defined in the approved Final Drainage Report, and that the site has been accurately surveyed to confirm that the grading was completed in accordance with these documents. Prior to Final Approval by Public Works and issuance of any Certificates of Occupancy, the Drainage Certification Letter shall be submitted to the City for review and approval and be accompanied by As -Built Plans containing sufficient elevations in support of said Letter. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. 1 hardcopy is to be on full-size 24" X 36 " bond paper, signed and sealed, AND b. 2 copies are to be on electronic media (DVD or CD-ROM): one (1) file in AutoCAD 2010 DWG or earlier format and one (1) file in PDF format. Response: noted. 4. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities and BMPs identified in the Final Drainage Report and SWMP including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter®, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log detailing the maintenance schedule of said facilities and BMPs shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. Response: noted. Sincerely, Henry Hollender, PE HVS Engineering, Inc. 303-940-5807 Meredith Reckert From: Joyce Manwaring Sent: Wednesday, April 02, 2014 2:14 PM To: meredith reckert Subject: Recommendation on Prospect Lake Apartments The Park Commission has recommended fee in lieu of land for the above development. This motion passed at their March 19, 2014 meeting. Joyce Manwaring - City of �Wh6atl dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`x' Ave March 20, 2014 Terry Kunz 2770 Isabell Street Golden, CO 80401 Dear Mr. Kunz: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the first resubmittal for approval of a zone change and approval of Outline and Specific Development Plans for property located at 11500 W. 44th Avenue. The application has been reviewed and the following are comments regarding the initial submittal. OUTLINE DEVEOPMENT PLAN DOCUMENT SHEET ONE 1. Modify the title to read as follows: "Prospect Lake Apartments Planned Residential Development Outline Development Plan A Portion of ............." 2. Remove the dedicatory statement as this is not a plat document. 3. The notary block has some untraditional language. It should be modified to standard notarial language. 4. Modify the Character of Development statement to describe the proposed project. This usually includes discussion of the proposed zoning and attributes of the project. For example, you may want mention that it is new construction consistent with expectations of contemporary renters with garages and adjacency to the City's open space. 5. Replace the Character of Development title with Permitted Uses. The language "recreational facilities" is misleading; perhaps it could be reworded to read "passive on-site recreation". 6. Are there any other types of amenities considered such as communal garden plots? If so, they should be added to the Permitted Uses. 7. Expand the permitted land uses to include accessory structures. It should indicate that metal -sided accessory structures are not allowed. 8. Is the parking of RV's and water craft going to be allowed? If not, it should be included as a note. 9. Under development standards, the density standard for the city is 21 dwelling units per acre of land area. This computes to one unit for every 2075 square feet (43,560 sf/21 units = 2074.3 square feet per unit). As such the allowable density on the site is 38 units, not 39. Please adjust. 10. The outline development plan is typically general in nature and establishes maximums and minimums for future development of a property. I would recommend that instead of setting the building and landscape coverages to reflect exactly what is shown on the SDP, that they be considered in broader numbers. For example, if the maximum building coverage is indicated as 40%, if at some time in the future you decide on covering some of the open parking with carports, this zoning document will not have to be amended to accommodate the additional building coverage. In the table, make sure that building coverage is indicated as "maximum building coverage" 11. Likewise, minimum landscaped coverage is indicated as a minimum of 25%, potential future www.ci.wheatridge.co.0 s reductions of landscaping on the site can be accommodated. In the table, make sure that landscaped coverage is indicated as "minimum landscaped coverage" 12. Please be aware that the zoning and development code requires a minimum of 30% landscaped coverage for multi -family development. While a variance is not required, this will be addressed in staff reports for the project. 13. Designate maximum building heights of 35' for primary buildings and 15' for accessory structures. 14. In the Development Standards, remove "Parking provided" and "handicapped spaces provided". 15. In the Development Standards, indicate that required parking is 2 spaces per unit + one visitor space per each ten units. 16. Add a north arrow to the vicinity map. 17. Add the following case numbers to the case history box: WZ-14-02, WZ-14-03. 18. Add a note regarding 100 -year floodplain designation. 19. Remove the reference to Case No. and Map No. in the upper right hand corner of the document. 20. In the Surveyor's Certificate signature line, indicate who will be signing the document. SHEET TWO 1. Modify the title to read as follows: "Prospect Lake Apartments Planned Residential Development Outline Development Plan A Portion of ............." 1. Typically, the ODP is more of a concept, sketch plan with limited, specific information provided to convey circulation, building massing, etc. Because more detail is shown than required, it makes the document confusing and difficult to read. I would suggest that the second sheet show only building envelopes, access, circulation, landscaping and drainage areas. Improvements on adjacent property can remain but contours (existing and proposed) and utilities should be removed. The legend should be modified appropriately based on content of the second sheet. 2. Staff would recommend that an access way be provided to the open space property to the south. 3. Add adjacent zoning and land use. SPECIFIC DEVELOPMENT PLAN SHEET ONE 1. Modify the title to read as follows: "Prospect Lake Apartment Planned Residential Development Specific Development Plan A Portion of ............." 2. Remove the dedicatory statement as this is not a plat document. 3. The notary block has some untraditional language. It should be modified to standard notarial language. 4. Please complete Nancy's signature block line. 5. Modify the Character of Development statement to describe the proposed project. This usually includes discussion of the proposed zoning and attributes of the project. For example, you may want mention that it is new construction consistent with expectations of contemporary renters with garages and adjacency to the City's open space. 6. Are there any other types of amenities considered such as communal garden plots? If so, they should be shown on the site plan. 7. It would be preferable if the drainage pond provided some sort of passive recreation opportunities. Is there an opportunity to provide a walking path around the perimeter? 8. Expand the permitted land uses to include accessory structures. It should indicate that metal -sided accessory structures are not allowed. 9. Is the parking of RV's and water craft going to be allowed? If not, it should be included as a note. 10. Under development standards, the density standard for the city is 21 dwelling units per acre of land area. This computes to one unit for every 2075 square feet (43,560 sf/21 units = 2074.3 square feet per unit). As such the allowable density on the site is 38 units, not 39. Please adjust. 2 11. Both of the "Development Standards" tables need to be removed and replaced with a Site Data Breakdown that designates "existing" and "proposed" and compares the development standard shown on the ODP to what is being shown on the SDP. The table should show building coverage by the main building and accessory structures, paving, other hard surfaces and landscaping. Each of these should be shown in square footage and percentage of total site. 12. Likewise, a Setback Table should be added, showing minimum setbacks from the ODP and what is being shown on the SDP. 13. A parking chart should be included to show the minimum required and proposed. 14. In the Development Standards, indicate that required parking is 2 spaces per unit + one visitor space per each ten units. 15. Add a north arrow to the vicinity map. 16. Add the following case numbers to the case history box: WZ-14-02, WZ-14-03. 17. Add a note regarding 100 -year floodplain designation. 18. Remove the reference to Case No. and Map No. in the upper right hand corner of the document. 19. In the Surveyor's Certificate signature line, indicate who will be signing the document. 20. Planning Commission certificate, indicate that the Commission will be approving the document. 21. In the City certificate, indicate that the document is "hereby approved by the City of Wheat Ridge". SHEET TWO 1. Modify the title to read as follows: "Prospect Lake Apartments Planned Residential Development Specific Development Plan A Portion of ............." 2. The Specific Development Plan provides more detail than the ODP document; however, because of the amount of information provided, it makes the document confusing and difficult to read. I would suggest that additional sheets be provided instead of including it all on Sheet 2. 3. Sheet 2 (the site plan sheet) should focus on proposed site improvement locations including buildings, landscaping, sidewalks and parking areas and drives. Dimensions for the buildings should be shown, as well as adjacent property features. Please show proposed public improvements. 4. Add adjacent zoning and land use. 5. On Sheet 2, the patterns for landscaping and pavement are hard to distinguish and should be modified. The legend should be modified appropriately based on content of the each sheet. 6. A third sheet could contain the existing and proposed contours and drainage areas. A separate drawing could contain utility information. 7. Walkways should be extended to the structure aligning with parking area pedestrian breaks. 8. Staff recommends that an access way be provided to the open space property to the south. Staff also feels that the detention area be integrated into the site to be an amenity. Could it be modified to provide a walking area around the perimeter that provides access to the open space? Another opportunity for connection could occur between buildings 10 and 11. ELEVATION SHEETS 1. Specify which buildings correspond with proposed building elevations. 2. Show method of screenings for trash dumpsters. 3. The proposed elevations clearly do not comply with the City's multi -family standards detailed in Section 4.3 of the Architectural and Site Design Manual (ASDM). The elevations of the buildings should be modified to address these standards and should include fagade detail, fagade articulation, entrance features, materials used and facade fenestration. With the resubmittal explain how each of these design attributes have been met. The ASDM can be viewed on the City website at www.ci.wheatrid eg co.us. EASEMENT ACQUISITION The proposed utility design includes looping of the water line from the site to the west to intercept the existing water line on the RV Park addressed as 11690 W. 44th Avenue. To accomplish this connection, the line needs to extend north in the City -owned access drive roughly 90'. Therefore, both a construction easement and permanent easement will be required with approval by both the City Parks Department and Jefferson County Open Space. Attached is an easement application form which must be completed and returned to me to start the process. The following are referral responses from outside agencies. Arvada Fire Protection District: See attached memo letter from Steve Steigleder dated March 6, 2014. Fruitdale Sanitation District: See attached letter from Patrick Roberts dated February 26, 2014. Valley Water District: See attached letter from Kathleen Kadnuk dated February 26, 2014. Wheat Ridge Public Works: See attached comments from Dave Brossman dated March 21, 2014. Xcel Energy: See attached letter from Donna George dated March 13, 2014. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly and submit two hard copies of the Outline Development Plan and two copies of Specific Development plan and an electronic copy of all documents. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner 4 'C) XcelEnergysm PUBLIC SERVICE COMPANY March 13, 2014 City of Wheat Ridge Community Development 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Right of Way & Permits 1123 West 3`d Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3660 donna.l.george@xcelenergy.com Attn: Meredith Reckert Re: Prospect Lake Apartments Rezone and ODP, Case #s WZ-14-02 and WZ-14-03 Public Service Company of Colorado (PSCo) has reviewed the plans for Prospect Lake Apartments. Public Service Company has no objection to this proposed rezone, contingent upon PSCo's ability to maintain all existing rights and this amendment should not hinder our ability for future expansion, including all present and any future accommodations for natural gas transmission and electric transmission related facilities. In order to ensure that adequate utility easements are available within this development and per state statutes §31-23-214 (3) and 30-28-133(e), PSCo requests that the following language or plat note be placed on the preliminary and final plats for the subdivision: Eight -foot (8) wide dry utility easements are hereby granted on private property adjacent to all public streets in the subdivision or platted area including lots, tracts, parcels and/or open space areas. These easements are dedicated to the City of Wheat Ridge for the benefit of the applicable utility providers for the installation, maintenance, and replacement of electric, gas, television, cable, and telecommunications facilities (Dry Utilities). Utility easements shall also be granted within any access easements and private streets in the subdivision. Permanent structures, improvements, objects, buildings, wells, water meters and other objects that may interfere with the utility facilities or use thereof (Interfering Objects) shall not be permitted within said utility easements and the utility providers, as grantees, may remove any Interfering Objects at no cost to such grantees, including, without limitation, vegetation. Public Service Company of Colorado (PSCo) and its successors reserve the right to require additional easements and to require the property owner to grant PSCo an easement on its standard form. Public Service Company also requests that all utility easements be depicted graphically on the preliminary and final plats. While these easements may accommodate certain utilities to be installed in the subdivision, some additional easements may be required as planning and building progresses. The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 and complete the application process for any new natural gas or electric service, or modification to existing facilities. 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. 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. If you have any questions about this referral response, please contact me at (303) 571-3306. Sincerely, Donna George Contract Right of Way Referral Processor Public Service Company of Colorado Meredith Reckert From: Steve Steigleder <steve.steigleder@arvadafire.com> Sent: Thursday, March 06, 2014 11:02 AM To: Meredith Reckert Subject: Prospect Lake Apartments Zone Change and ODP Fire protection is provided to this site by Station 2, 5250 Oak Street and Station 6, 6503 Simms St. All-weather fire apparatus access roadways, minim mum of 26 feet of unobstructed width, consisting of the first lift of asphalt, capable of supporting the imposed loads of 85,000 Ib. fire apparatus will need to be installed prior to above grade construction. IFC 06 503.2.1/503.23. Amended. Fire apparatus access roadways will need to be posted on each side where possible with signs stating, "No Parking Fire Lane" with signs that meet City of Wheat Ridge Standards. I FC 06 503.3. Street signs temporary or permanent will need to be installed prior to above grade construction. I FC 06 505.2. Water lines and fire hydrants will need to be installed, operational and capable of providing the minimum required fire flows prior to above grade construction. I FC 06 508.1. Landscaping will need to be installed in such a manner that a three foot clear space is provided around the circumference of fire hydrants and no obstructions in front of the fire department connections for the sprinkler systems. I FC 06 508.5. We may have additional comments at the time of the FDP submittal. .02/,26/-14 WED 10: 56 FAX 303 424 0828 VALLEY WATER DIS VALLEY WATER DISTRICT 12101 WEE 2ND AVY-NUE WHEAT R I DGE, COLORADO $0113 February 26, 2014 Meredith Reckert, Senior Planner City (if wheat Ridge 7$00 W. 2c? Avenue Wheat Kid e, CO 80033 Oear Meredith: Tstn'ilo*- 30.1-424-9661. FAX 303-424-0,. 28 -1 T In reference to Case, ici. WG -14-02 and 03. the Valley Water District ha:, reviewed the inquiry and thefollowillLa items apply, , ply, 1. valley Water oi%triet can Provide water service to the proposed projecItsubject to Valley Water District rules and regulatioils. .1 - through a distributors contract with tile 'I ater District. is sup - , Valley W . . plied water Denver Water Department mid milst follow Denver Water operating rules and regulations. The District must also follow all Oenver Water mandate,% with regard to draught and conscr-vat ton that may be imposed, 4. Additional water m4in line.%, rife, hydrants or firesprillkler lines may be riceded, to 111cet v,,Ljjey Water District and Arvada Fire Protection District requirements which WOL11.1d tic at owner's expense, 5" If additional water inain lines, t7jr(, hydrants or lire, sprinkler bites arc needed, the owner would need to provide any necessaary misements G. Each separate buildina,,trUcture will require a. separate watertap, service Brie and meter, "l'lie owaer will be r . esp . onsible for tile Cost. of the taps, service lines and meter installation. T The owner of the property will need to,—,or)tw Valley Water 1)"'ATict M 3()3-424- 9661 prior to devolop ment Qf the Pr yject to discuss water sy , stern design needs. If you have any farther qLie.qjojjs, please feet free to con M,!t tile at I -424-t)661, sinrly, Cn Ka.d.nu'ck District Office Manag"er lip 001 MAR7iiV ARTIN CONSULTING ENGINEERS February 26, 2014 Meredith Reckert City of Wheat Ridge Community Development 7500 West 291h Avenue Wheat Ridge, CO 80033 Email: mreckert@ci.wheatridge.co.us Re: Fruitdale Sanitation District — City of Wheat Ridge referral — WZ-14-02 & WZ-14-03 — Prospect Apartments Martin/Martin, Inc Project No.: 13.0053.C.01 Dear Ms. Reckert, On behalf of the Fruitdale Sanitation District (FSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated February 26th, 2014 concerning a planned residential development located at 11500 W. 44th Avenue. The District has no objection to the referenced zone change, outline development plan and specific development on the property. The subject lot at the address referenced is entirely within the boundary and service area of the Fruitdale Sanitation District. Treatment of sewage generated within the Fruitdale Sanitation district is provided by the Metro Wastewater Reclamation District (Metro). The sanitary mainline(s) (schematic attached) that service the property are located north of the referenced property; a 15" mainline running west to east within 44t6 Avenue. Initial Discussions have occurred with the Owner/Developer and Engineer for this project. The Owner/Developer has been made aware of sanitary sewer extension requirements as well as certain design standards and processes that must be met for this parcel to be serviced by the District. The owner/developer may be required to provide further definition of proposed generated flows from the rezoning and associated outfall locations to allow an understanding of downstream sanitary mainline capacity issues. A downstream capacity analysis provided by the developer may also be required. If it is discovered that the downstream mainlines will need to be upsized due to the development, this upsizing cost will be the responsibility of the owner/developer. A Review fee document was provided to the Developer on November 13th, 2013 to outline review fees, coordination of plan reviews, as -constructed plans, meetings, observations, administration fees, etc. To date, these review fees have not been received. Prior to commencing any review of design plans, these review fees must be received by the District. The owner/developer will be responsible for all then current tap fees, review and permit fees, licensure, agreements, extensions, etc. for the improvements planned as part of this rezoning. The District's Rules and Regulations are available to the owner upon request. If you have any questions, please do not hesitate to contact Gary Charbonnier at the Fruitdale Sanitation District Office, or Bill Willis, Martin/Martin, 303-431-6100. Sincer , Patrick Ro erts, PE CCM Project Engineer Cc: Bill Willis, PE — Martin/Martin Gary Charbonnier— Fruitdale Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Ln Ln El t50 `0 o 0 `o Ln Ln j 263'-15 W3-2 396'-15 W3-1 284'- 15" z_ Ln O f' UOO C� ❑ f I RV PARK I*= N OGS Board of County Commissioners Jim Congrom District No. 1 J. Kevin McCasky Dear Interested Citizen: District No. 2 Kathy Harbrurn Thank you for contacting Jefferson County Open Space regarding a potential District No. 3 property proposal. Enclosed is a packet that includes a brochure to explain the general philosophy of the Jefferson County Open Space Program and the many preservation options available to landowners. There are a number of steps that need to be completed in our process before property can be considered for acquisition. Please see the enclosed document, "Jefferson County Open Space Steps to Acquisition of Property for Open Space" to review the process. Also enclosed is a property proposal form that, with your help, will enable Open Space staff to adequately process your proposal. Please include with your proposal copies of maps, surveys, deeds or property descriptions that you may have available. Return the completed form and any other information to Open Space in the enclosed self-addressed envelope. Please remember that many proposals come into our office so the process can take time. We appreciate your patience and cooperation. Sincerely, ty A. B er Acquisitions Administrative Specialist Enclosures: Proposal form Acquisitions Brochure Steps to Acquisition of Property Return envelope JEFFERSON COUNTY OPEN SPACE 700 Jefferson County Parkway Suite 100 • Golden, Colorado 80401-6018 tna303 271-5925 • FAX 303 271-5355 JEFFERSON COUNTY - OPEN SPACE Jefferson County Open Space Steps to Acquisition of Property for Open Space From the Planning process to the Acquisition process, a project can take 5 to 12 months to complete. Steps 1 to 5 can take between 1 to 3 months to complete Steps 6 to 8 can take between 3 to 6 months to complete Steps 9 to 13 can take between 3 to 6 months to complete Property proposal form is received by the Manager of Planning & Development who coordinates the Open Space process for new proposals. 2. A Rapid Assessment for Open Space Master Plan values and a review of the property are performed by Planning staff. The current Open Space Master Plan can be viewed on the Jefferson County Open Space website at http://openspacci.jeffco.us or by visiting the Open Space office. 3. If the property does not meet Master Plan values, Planning staff will present the proposal to Management Team with a staff recommendation to forego. 4. If the property does meet Master Plan values, a staff field trip may be scheduled. 5. The proposal is then presented to Management Team with a staff recommendation to pursue. 6. If the proposal is approved by Management Team, staff prepares a "Go Forward Resolution" for the Open Space Advisory Committee (OSAC) to review, with staff's recommendation to pursue. 7. A title commitment, survey appraisal and an environmental site assessment, if required, are ordered. 8. The Acquisitions section begins negotiations with the landowner(s). 9. Upon successful negotiations with the landowner(s), staff prepares Final Terms Resolution for OSAC to review the terms and request approval from the Board of County Commissioner's (BCC). 10. Contract (Purchase and Sale Agreement) are prepared. 11. Contract is signed by landowners(s) and placed on a BCC agenda. 12. Action is required by way of BCC Resolution and the BCC Chairman signature is obtained. 13. Closing (the remainder of the paperwork is completed, tax certificates, deeds, title policy). 700 Jefferson County Parkway, Suite 100 Golden, Colorado 80401 PHONE: 303-271-5925 FAX: 303-271-5955 R-4ed Angnt 70051kb JEFFERSON COUNTY OPEN SPACE EASEMENT REQUEST FORM Please complete this form to the best of your ability and/or knowledge and forward to the Jefferson County Open Space Planning Section PARTY MAKING REQUEST: NAME: COMPANY AND STREET ADDRESS: CITY: PHONE: EASEMENT TYPE (check all that aoDIv): ❑ Utility Easement ❑ Access Easement ❑ Temporary Easement ❑ Other (Please state) _ DATE EASEMENT IS NEEDED: LENGTH OF TIME NEEDED: STATE: ZIP CODE: FAX: BRIEF LEGAL DESCRIPTION OF PROPERTY/EASEMENT: ❑ Trail Easement ❑ Permanent Easement GENERAL LOCATION (CROSS STREETS OR STREET ADDRESS): ACCESS: (please include a general location map which could be copied from an area telephone book and the condition of the property; trees, etc.) (questions continued on reverse side of this form) JEFFERSON COUNTY OPEN SPACE 700 Jefferson County Parkway, Suite 100 Golden CO 8o4o1 (303) 171-5923 R&M dAugust 2005ft LOCATION OF AREA REQUIRED: PLEASE ATTACH ALL RELEVANT MAPS, ENGINEERING DRAWINGS AND/OR PLANS LEGAL DESCRIPTION: PLANS: QUARTER SECTIONS SECTION TOWNSHIP RANGE AREA REASON FOR REQUEST -PURPOSE AND TYPE OF EASEMENT: LIST ALL REGULARTORY AGENCIES CONNECTED WITH YOUR UTILITY APPLICATION (eontact name, telephone number and address): i I EASEMENT TO BE GRANTED TO (name and address -please list all parties that apply): ADDITIONAL COMMENTS: 7EFFERSON COUNTY OPEN SPACE 700Jefferson County Parkway, Suite 100 Golden CO 80401 (303) 271-5925 Revised August 200-%b Joy A. Lucisano Manager of Acquisitions JEFFERSON COUNTY OPEN SPACE 7001efferson County Pkwy., Suite loo r Golden, Colorado 80401 303-271-5962 • Fax 303-271-5955 • jluctsan@caieffenon co.w Open Space Website- http://openspace.co.jeferson.co.us Karey A. Baker H Acquishions 4 Administrative Specialist III JEFFERSON COUNTY OPEN SPACE 700 Jefferson County Pkwy., Suite 100 ` Golden, Colorado 80401 kbaker ejf eo. us 303-271-5951 • Fax 303-271-5955 r City Oft Wheat P<id e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 March 21, 2014 Mr. Henry Hollender, P.E. HVS Engineering, Inc. 9201 W Tennessee Avenue Lakewood, C080226-4160 303.940.5807 Re: First Review Comments of the ODP, SDP, Final Drainage Report & Plan, Trip Generation Study, and Construction Drawings for the Prospect Lake Apartments. Dear Mr. Hollender, I have completed the first review of the above referenced documents received February 27, 2014, for the proposed development at the property located at 11500 W. 44th Avenue, and I have the following comments: PLANNING & ZONING General Comment: 1. Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. 2. Please include an electronic file in AutoCAD 2010 or earlier DWG format for the boundary of the ODP/SDP with the next submittal. Be sure the drawing is on the Current City Datum (the City uses a modified, ground-based version of NAD83 14ARN - further info is available on the City's website). PW also has an AutoCAD drawing tool that can aid in the conversion from NAD83 to NAD83/92 that can be used by your surveyor as needed (this tool can be provided upon request). Outline Development Plan Sheet 1: 1. Below the Legal Description please provide the total area: a. The square footage, rounded to the nearest square foot, AND b. The acreage, to four (4) decimal places. 2. In Note 8 it is stated that "HUNDREDS AND THOUSANDS ARE DROPPED FOR CLARITY" Please revise this statement as only the thousands have been turned off. Sheet 2: 1. Need to turn off the hatching, utility, and topographic layers — way too much info renders Sheet 2 essentially unreadable. 2. Need to clearly identify the 6' detached sidewalk along W. 44`x' Avenue that will be constructed with this project. 3. Show the sidewalk connections on either end of the new portion where it will match back up with the existing sidewalk. 4. PW may provide further comments with the next submittal after the sheet has been cleared. www.ci.wheatridge.co.us Public Works Engineering March 21, 2014 Page 2 Specific Development Plan Sheet 1: 1. Below the Legal Description please provide the total area: a. The square footage, rounded to the nearest square foot, AND b. The acreage, to four (4) decimal places. 2. In Note 8 it is stated that "HUNDREDS AND THOUSANDS ARE DROPPED FOR CLARITY" Please revise this statement as only the thousands have been turned off. Sheet 2: 1. Need to turn off the hatching, utility, and topographic layers — way too much info renders Sheet 2 essentially unreadable. 2. Need to clearly identify the 6' detached sidewalk along W. 44th Avenue that will be constructed with this project. Be sure to show the sidewalk connections on either end of the new portion where it will match back up with the existing sidewalk. 3. PW may provide further comments with the next submittal after the sheet has been cleared. CIVIL ENGINEERING General Comments: 1. Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. You may need to create an additional sheet showing just the landscaping 2. Please be advised that since a Stormwater Management Plan (SWMP) will be required with this project, all Grading & Erosion Control sheets found in this plan set must correspond to those included in the approved SWMP. Final Drainage Report (Discussion): 1. On page 3: a. The 2nd paragraph and the top of the page and the first paragraph under the Section D essentially say the same thing. These two paragraphs should be combined within one section or the other. b. Under Section C. Proposed Project Description: the 6tl' sentence of the "Proposed Project Description" section it is stated that access will be from W. 44th Avenue and from the west. If this project proposes to utilize the City's gravel drive service entrance to Prospect Lake lying west of the site, negotiations with the City will need to take place regarding use and maintenance and express written approval granted by the City. In addition, an ingress -egress easement must be acquired through the Jefferson County Open Space for any use to take place. 2. On Sheet 13 of the F1 AD from ICON, please highlight on the sheet where the subject property is located to assist future readers of the Report. 3. On page 7 under Section 4, Basin and Sub -Basin Areas, please include the area for each sub - basin. It would be easy to just add another column in the table (refer to the redlined Report). 4. In the 2nd paragraph of Section 2 on page 10 it is stated "...the amount of runoff... is at or below historic rates." Please provide a comparison of the historical and developed Q5 & Q100 in support of this statement. www.ci.wheatridge.coms 11500 W44th Avenue-ProspectLakeApts - reviewl.ltr.docx Public Works Engineering March 21, 2014 Page 3 On page 12: a. Under Section F. Release Rates: i. We acknowledge the methodology that is used was from the previously approved WILD Bird Final Drainage Report. However, since the time of approval of said Report, Public Works has started requiring a "safety factor" be included on all infiltration basin and underground infiltration bed release rates to ensure long-term functionality (due to silting and other factors). The safety factor we now require is a 20% reduction in the percolation/infiltration rate as determined in the field. In this case the infiltration rate will be reduced from the 1/21 (0.0476 in/min) currently used to 0.0381 in/min. Using this reduced rate still yields an acceptable drain time of 830 minutes (14 hours) for the major storm event. ii. The Release Rate shown near the top of the page equals 18 CFS. Need to re- calculate this using the reduced infiltration rate that incorporates the 20% safety factor. iii. Need to include: 1. The method used for the percolation test; state if the standard ASTM 3385 test was used, and if not, what procedures were followed, etc. 2. The depth the test began — did it begin at the proposed pond bottom (402.5') as required. 3. What the test hole depths were below the pond bottom elevation for each hole. 4. Need to discuss the Geotechnical Engineering information needed to support the infiltration design, and that is required in the Appendix. Specify what the depth of the local water table is, if the impervious clay layer (as found at the Wild Bird site) is also present here and how that may affect the infiltration rate and/or the design, etc. b. Under Section I. Slope of the Trickle Channel, since no trickle channel will be used go ahead and delete the second sentence. c. Under Section K. Emergency Overflow Location & Design, the 3rd sentence states the "emergency overflow will release offsite". Please describe where the flow will go (i.e., towards Prospect Lake) and include the elevation of the overflow. On page 13: a. Please state the elevation of the emergency spillway mentioned at the top of this page. b. The last sentence under Section M. stating there are no pipes leading into the pond may need to be modified given the fact that the proposed grass -lined swale will have a 1% longitudinal grade. The UDFCD requires the use of an underdrain for any longitudinal grades less than 2%. c. Under Section N. Open Channel Flow, please discuss the need for an underdrain system as identified on the UDFCD spreadsheet due to the longitudinal slope of the swale being less than 2%. Provide a brief description of the underdrain design. On page 14: a. The table for the 6' V -pan shows the depth capacity of the pan as being 0.17 inches. It sure appears this should either be 3 inches to correspond to the detail on the Construction Plans — please double-check this. b. In the Mountable Curb table it shows the capacity as being 2 inches. Again this seems a bit off — a 2" curb is pretty small. On page 15: www.d.wheatridge.coms 11500 W44th Avenue-ProspectLakeApts - reviewl Andocx Public Works Engineering March 21, 2014 Page 4 a. Under Section A 2), at the end of the 2nd sentence please add the following language to show the design adheres to the UDFCD criteria: "..., to minimize directly connected impervious area (MDCIA). This adheres to the UDFCD Four -step process required per the City's Site Drainage Requirements." b. Modify the first sentence under Section B 1) to read, "The detention pond is sized using the infiltration rate methodology from the "Final Storm Water Drainage Report..." Otherwise it makes it sound like this pond is the same (size) as the Wild Bird's. 9. Please provide a P.E. seal and signature on the revised Final Drainage Report for approval. Final Drainage Report (Appendix): 1. For the Infiltration Pond Volumes Spreadsheet: a. More information must be included for the percolation tests: i. The method used for the percolation test; state if the standard ASTM 3385 test was used, and if not, what procedures were followed, etc. ii. The initial elevation of each test hole and its relation to the bottom of the proposed pond. iii. A separate sheet containing a site map indicating the location of each test hole. iv. Geotechnical information (including boring logs and associated borehole location map) detailing subsurface soil materials and local ground water elevation must be provided in the Appendix to support the percolation test data. b. The Infiltration Rate information shown from RMG Engineers Group needs to have sufficient decimal places (at least 4) so one can properly calculate the rates. With only 2 decimal places it shows the infiltration rate to be 0.00 ft/min. c. A safety factor must be included in the infiltration rate calculations (please refer to comment 5.a.i. in the Discussion section above). d. There are several inconsistencies on this sheet — please refer to the redlined Report. 2. Need to include geotechnical information in this Appendix in support of the infiltration basin design functionality. The geotech info needs to include borehole logs and a summary of the findings by the geotech engineer. Final Drainage Plan: 1. Please clear up or delete the jumbled drawing found in the upper right-hand portion of the Plan. 2. Need to identify the existing curb, gutter, & sidewalk. 3. Please remove the offsite hatch pattern along the east side so that the small runoff "discharge to offsite" arrow can be clearly seen. 4. Please provide to -scale cross-sections for A -A and B -B in the locations shown. 5. Remove the City Engineer approval certification block (Wheat Ridge doesn't use these). 6. Please be sure the elevations shown on the Emergency Overflow detail directly correspond to the elevations in the Detention Pond Volumes table. 7. The grass -lined Swale detail should be modified to include distances for everything (see redlined Plan). If you wish to leave the 4:1 slope info that's fine, but it's much easier for contractors to construct using dimensions (and also easier for our inspectors to verify). 8. The Developed Runoff table has some erroneous information. The values provided must correspond to the UDFCD spreadsheet values. (I highlighted the ones that need to be changed). 9. Need to fix the linetype placement of the Developed Sub -basin Boundary in the Legend. 10. Need to include a detail for the grass -lined Swale underdrain on the Developed Plan. 11. Please provide a P.E. seal and signature on the revised Final Drainage Plan for approval. www.ci.wheatridge.coms 11500 W44th Avenue-ProspectLakeApts - review].Itr.docx Public Works Engineering March 21, 2014 Page 5 Trip Generation Study 1. The Trip Generation has been reviewed by Mark Westberg, P.E. and lie finds no significant impacts from this development proposal. Construction Plans General Comments: 1. Need to turn off the hatching, utility, or any other unnecessary layers on ALL plan sheets. When too much info is present it renders the sheet(s) essentially unreadable. 2. On the Detail Sheets, please remove all references to "Pay Items" and "Pay Areas". These are for use only by City -hired contractors on City -funded projects. Sheet 1 (Cover Sheet ): 1. Under the Construction Sequence, please change the word "County" to "City". 2. In Note 2 of the General Notes for Private Development, add the following text after the words "RIGHT-OF-WAY" ",CONTACT THE PUBLIC WORKS DEPARTMENT AT 303.235.2861. 3. Remove the City Engineer approval certification block (Wheat Ridge doesn't use these). Sheet 2 (Historic Drainage Map ): 1. Please refer to the Historic Drainage Map found in the appendix of the Final Drainage Report. Sheet 3 (Developed Drainage Map ): 1. Please refer to the Developed Drainage Map found in the appendix of the Final Drainage Report. Sheet 4 (Overall Site Plan 1. The proposed 6' detached sidewalk needs to be shown and the connections on both the east and west ends need to be identified. Include a detail for the connections if necessary (plan view scale is a bit small). Sheet 5 (Utility Plan ): 1. This should be the one and only sheet where all the utilities, both existing and proposed, should be shown. 2. Need to show proposed utility cut locations in W. 44t" Avenue with approximate dimensions. Per our permitting policy, more than 3 cuts within a 250' length must be milled and overlaid. For further information pertaining to this please call Russ Higgins, Field Services Supervisor (303.235.2869). 3. Please include a note to the contractor on this sheet: "UTILITY CUTS WITHIN W. 44TH AVENUE ARE LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING/OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR." Sheet 7 (Construction Details] www.ci.w h eatrid ge.co. u s 11500 W44th Avenue-ProspectLakeApts - review 1.ltr.docx Public Works Engineering March 21, 2014 Page 6 1. There are numerous details that don't appear to be for use with this project. Please re -check these and if they all are to be used identify where on the respective plan view(s). If they aren't going to be used — please remove them. 2. You need to include a detail for a commercial drivecut: C-D05_VCG.DC 2.dwg Sheet 8 (Construction Details 1. There are a couple of details that don't appear to be for use with this project. Please re -check these and if they all are to be used identify where on the respective plan view(s). If they aren't going to be used — please remove them. Sheet 9 (Construction Details 1. Please remove the two details as shown - they are for use only by City -hired contractors on City - funded projects: a. The driveway detail is for residential driveway reconstruction only, and b. The Valley Water District will have their specifications for the fire hydrant. Sheets 6. 10 &11: 1. Sheet 6 is out of order — it is found where Sheet 9 should be. 2. Please be sure that the grass Swale and emergency overflow details on these sheets corresponds to the ones found on the Developed Drainage Map in the Final Drainage Report. 3. All sheets pertaining to stormwater or sediment and erosion control will be reviewed concurrently by Bill LaRow, Stormwater Program Manager (303.235.2871) with the Stormwater Management Plan. ADDITIONAL ITEMS NPDES Permit: The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of disturbance for the proposed development is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division Water Quality Control Division at 303-692-3500 and asking for the public assistance person for the Permits Unit. A Stormwater Management Plan (SWMP) detailing the Best Management Practices to be utilized during construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of any Building Permits. 2. Stormwater Management Plan: This site is greater than one acre in size. Therefore if the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval (please see related Note 1 below). The SWMP must be approved by the City prior to issuance of any Building Permits. www.ci.wheatridge.coms 11500 W44th Avenue-ProspectLakeApts - reviewl.ltr.doex Public Works Engineering March 21, 2014 Page 7 The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. Drainage Certification Letter with As -Built Plans: Upon completion of the drainage improvements, the Engineer -of -Record Mr. Henry Hollender, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Drainage Plan, that the site conforms to and shall function as defined in the approved Final Drainage Report, and that the site has been accurately surveyed to confirm that the grading was completed in accordance with these documents. Prior to Final Approval by Public Works and issuance of any Certificates of Occupancy, the Drainage Certification Letter shall be submitted to the City for review and approval and be accompanied by As -Built Plans containing sufficient elevations in support of said Letter. Three (3)copies of the "As -Built" Plans are to be submitted as follows: a. 1 hardcopy is to be on full-size 24" X 36 " bond paper, signed and sealed, AND b. 2 copies are to be on electronic media (DVD or CD-ROM): one (1) file in AutoCAD 2010 DWG or earlier format and one (1) file in PDF format. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities and BMPs identified in the Final Drainage Report and SWMP including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter®, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log detailing the maintenance schedule of said facilities and BMPs shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/City Surveyor CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner File www.ci.wheatridge.co.us 11500 W44th Avenue-ProspectLakeApts - reviewl.ltr.docx Meredith Reckert From: Mark Ruote Sent: Wednesday, January 22, 2014 7:07 AM To: Meredith Reckert Cc: Joyce Manwaring; Rick Murray Subject: FW: specifications for construction to contractor 11500w 44th Ave. Meredith, Please see below the road repair information/ ROW permit from Russ H pertaining to the construction at 11500w 44th Ave. and the access road into Prospect Park. Please provide the below PW repair information to the developer/contractor. We ask that the contractor give the Parks/Public Works a 48 hour beforehand notice before the road construction starts and a completion notice as soon as road repair is finished so Parks can resume maintenance from the road without interruption due to construction. After the initial water line work the access road will need to be kept open at all times for maintenance access, no staging or parking will be allowed on the City access road during construction at 11500w 44th Ave. Russ and I have talked and we both agree they need to pull a ROW permit/ call for inspections to do the work across the City access road. Mark Ruote Parks, Forestry and Open Space Project Coordinator 9110 w 44`h Avenue Wheat Ridge Colorado 80033 Offiice phone: 303-205-7553 Mobile phone: 720-244-3306 Fax: 303-467-5901 www.ci.wheatridge.co.us City of ' W heat 11C PARKS AND RECREATION From: Russ Higgins Sent: Monday, January 13, 2014 7:55 AM To: Mark Ruote Subject: RE: specifications for construction to contractor Here is the info from our permit requirements The Contractor shall furnish, place and maintain all supports and shoring required for the sides of the excavation, to prevent damage to the Work or adjoining property. The size of the excavation shall be limited to the amount of Work that can be properly placed and backfilled in a single day. Open excavation length shall not exceed one hundred (100) feet during construction. A maximum of two (2) excavations shall be allowed open at a time. All open excavations shall be properly barricaded to protect vehicles and pedestrians. In no case shall an open excavation be left unprotected. No excavation will be allowed to be left open overnight without prior approval. All excavations left open overnight will require a steel plate adequate to hold traffic. The street shall be milled down to accommodate the steel plate to set flush with the pavement surface. The plate will be secured by some acceptable means. BACKFILLING All excavations within the roadway pavement shall be backfilled with flow fill unless otherwise approved by the City. Flash fill will not be allowed. Compaction of the flowable backfills will not be required The maximum layer thickness of the flowable backfills shall be 3 feet. Additional layers shall not be placed until the material has lost sufficient moisture to be walked on without indenting more than 2 inches. Damage resulting from placing flowable backfills in layers that are too thick or from not allowing sufficient time between placements of layers shall be repaired at the Contractor's sole expense. FLOW FILL Flow Fill Material lbs/CY Cement 40-50 Fly Ash 100MIN Coarse Agg (size 57) 1700 Sand (ASTM C-33) 1800 Water As Needed In areas where flowable backfill is not required, the backfill material shall meet CDOT's specifications for Class 1 or Class 2 Structural Backfill. The material shall be placed in maximum eight -inches (8") loose lifts, moisture conditioned and compacted to the specifications stated in Table 1. Backfill operations shall be suspended at any time when satisfactory results cannot be obtained due to rain, snow, sleet, freezing or any other unsatisfactory conditions occur. In no instance shall debris, frozen soils, snow, or ice be allowed in any backfill material. BASE COURSE: Class 6 Aggregate Base Course (ABC) shall meet CDOT's Class 6 specifications. The Contractor shall submit to the City a Certificate of Compliance for this material. The maximum compacted thickness of any one layer shall not exceed six (6) inches. The surface of each layer shall be maintained during the compaction operations so that a uniform texture is produced and the aggregate are firmly keyed together. Water shall be uniformly applied during compaction in the quantity necessary for specified compaction. Operations on ABC shall be suspended at any time when satisfactory results cannot be obtained due to rain, snow, sleet, freezing or any other unsatisfactory conditions occur. In no instance shall debris, frozen soils, snow, or ice be allowed in any ABC placed. In addition, neither geotextile nor ABC shall be placed over any frost or frozen materials. The surface of the base course shall be subject to testing using the 10 ft straight edge method. The variation between any two contacts with the surface shall not exceed 1/4 inch in 10 feet. The Contractor, upon request by the City, shall provide an approved 10 ft straight edge, depth gauge and operator to assist the City in testing the finished surfaces. Irregularities exceeding the specified tolerance shall be corrected at the Contractor's expense. PROOFROLLING Proof rolling shall be performed on the finished subgrade and/or the ABC no more that 48 hours prior to placement of the next construction phase. Should inclement weather (any precipitation) occur between the end of the proofrolling and placement of the bottom lift of asphalt then a second proofrolling shall be required. The Contractor shall notify the City a minimum of 24 hours prior to proofrolling in order to allow the City to observe the proofroll. Proofrolling of the subgrades shall be performed with a three axle loaded truck with at least 18,000 pounds per axle load on two of the axles and tire pressures of at least 80 psi. Documentation to these specifications shall be submitted to the City on every truck employed for proofrolling. The loaded truck shall make a minimum of three complete passes for each area being tested. Passing density tests shall not constituted passing proofroll. All areas found to be weak and which have failed, as determined by the City, shall be ripped, scarified, moisture conditioned as required and re -compacted to meet the density specifications. These areas shall be retested for density and re-proofrolled for acceptance. Weak areas shall included, but not be limited to, areas that visually deform under load. All rework and retesting shall be solely at the Contractor's expense. The Contractor shall notify the City a minimum of 24 hours prior to rework or retesting in order to allow the City to observe. Russell Higgins, P.E. Field Supervisor Office Phone: 303-235-2869 -` City cA ,,&rWh6atWidge ELIC WORKS From: Mark Ruote Sent: Monday, January 13, 2014 7:29 AM To: Russ Higgins Subject: FW: specifications for construction to contractor Russ, Any word on the info below? Thanks Mark Ruote Parks, Forestry and Open Space Project Coordinator 9110 w 44th Avenue Wheat Ridge Colorado 80033 Offiice phone: 303-205-7553 Mobile phone: 720-244-3306 Fax: 303-467-5901 www.ci.wheatridge.co.us -� '- City of hcai F�,�C C PARKS AND REcpEA-rioN From: Mark Ruote Sent: Friday, January 03, 2014 12:57 PM To: Russ Higgins (rhiggins(&ci.wheatridge.co.us) Subject: specifications for construction to contractor Russ, There is a contractor that will be putting in several houses at the property 11500 w 44th Ave. This property is just north of Prospect Lake and the City owns an access road into prospect that runs N/S just east of the prospect RV Park property. To make a long story short valley water is making the contractor tie the new developments fire hydrants into two existing hydrants at 11680 w 44th Ave. This will require the contractor to cross our road in two places. It is a dirt/gravel road. Could you give me a couple of specifications on maybe compaction and anything else you fell might be appropriate so we can provide these to the contractor so they are clear on what the City expects in the way of restoration and repair of our property during their construction. Let me know. Thanks Mark Ruote Parks, Forestry and Open Space Project Coordinator 9110 w 44`h Avenue Wheat Ridge Colorado 80033 Offiice phone: 303-205-7553 Mobile phone: 720-244-3306 Fax: 303-467-5901 www.ci.wheatridge.co.us City of Wheat RAe PARKS AND RECREATION Meredith Reckert From: Meredith Reckert Sent: Thursday, December 12, 2013 12:28 PM To: Joyce Manwaring Cc: mpaget@ci.wheatridge.co.us; Mark Ruote Subject: easement across city land Hi, Joyce You are probably aware that we have been talking to a potential builder who is pursuing development of vacant property at 11500 W. 44th Avenue. This property is directly north of Prospect Lake on the east side of the City's access from 44th to the north side of the lake. He will be extended a water line south from 44th and Valley water has asked that it be "looped" back to 44th connecting with two existing hydrants to the west. The hydrants are located on the eastern perimeter of the RV lot, which is just to the west of our access drive. Since he will be crossing City land, we will need to figure out what sort of process this entails. Will it be similar to the Doud process due purchase with open space funds? Or, was the drive property acquired prior to funding participation by Jefferson County? The developer is hoping to move forward after the first of the year. The property is zoned A-1 so there will be a zone change process involved which will take some time to complete. Let me know your thoughts. Thanks - Meredith TRANSPORTATION CONSULTANTS, INC. October 9, 2013 Mr. Henry Hollender HVS Engineering, Inc. 9201 W. Tennessee Avenue Lakewood, CO 80226 Dear Mr. Hollender: LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303)333-1105 FAX (303) 333-1107 E-mail: lse�d lscdenver.com Re: Prospect Lake Apartments Wheat Ridge, CO LSC #130770 Per your request, we have completed this letter for the proposed Prospect Lake Apartments development in Wheat Ridge, Colorado. The purpose of this letter is to estimate the trip generation potential of the proposed land use. The site is proposed to include 39 apartment dwelling units. Table 1 shows the estimated trip generation potential for the proposed land use based on the trip generation rates from the 9 l edition of the ITE Trip Generation Manual, 2012 for both average rates and formula rates. Assuming the average rate, the site is expected to generate about 259 daily trips with about half entering and half exiting the site. During the morning peak -hour, which generally occurs for one hour between 6:30 and 8:30 a.m., about four vehicles would enter the site and 16 would exit. During the afternoon peak -hour, which generally occurs for one hour between 4:00 and 6:00 p.m., about 16 vehicles would enter the site and eight would exit. Assuming the formula rate, the site is expected to generate about 360 daily trips with about half entering and half exiting the site. During the morning peak -hour, about five vehicles would enter the site and 18 would exit. During the afternoon peak -hour, about 25 vehicles would enter the site and 1.4 would exit. Conclusion The average sample size from which the trip generation rates were developed is over 200 dwelling units. For this reason, the formula rates are more appropriate for estimating the future traffic generated by the site. Mr. Henry Hollender Page 2 October 9, 2013 Prospect Lake Apartments We trust this information will assist you in planning for the proposed Prospect Lake Apart- ments. Sincerely, u i. LSC TRANSFORTATION COSULTANTS, INC 'w« i's06 49� .°•� ' t *o :2 89018 By Ch er cGranahan, P.E., PTOE "'` '...,,°°°°*,.k GSM/wc Enclosures: Table l 7,:\LSC Projects12013',130770- Prospect LdkeApts',..RepN.jrr Prospect LakeApts 100913.wpd j5 c � J T i/c c 2 \ � m � 0 V) \\d / / m2 \ c # r >® k 2 E 2 0 w /f n \ o / ƒ _ \$ F 2 �k O k w / W E / a b \ § Z E O u $ -2 q�U2 / / CL 2 ƒ3 C a \$ /{ ED 0 > / @� _« LL fv \ / « \ \ \ b ® 2 0 % % b / \ \ LU / W /2 6 S� \m 7 ®\� % \ ƒE \2 /\ }/ G \ \ $ a a±3 £ 0 / \ \ 0 - CD fl) CDf = e G e c c Q) U e C_ \�m /(M2$ ± 4)\ 4) = R °0 t 0 t @ m a„ W cu CL e a0±2 / �< �� ¥//@O /w a�an» — — 2���� Meredith Reckert To: Joyce Manwaring Cc: James Callahan Ocallaha@cojefferson.co.us) Subject: RE: Kunz Easement Proposal That is perfect. Thanks a bunch!!!! From: Joyce Manwaring Sent: Tuesday, May 20, 2014 11:13 AM To: Meredith Reckert Cc: James Callahan (jcallaha(&co.iefferson.co.us) Subject: FW: Kunz Easement Proposal Meredith, Below is the requested information from Jeffco Open Space. Thank.s Joyce Manwaring Director Parks and Recreation 4005 Kipling St. Wheat Ridge, Colorado 80033 Office Phone: 303-231-1308 Fax: 303-420-0316 www.ci.wheatridge.co.us j City of le PARKS ANr) RE-CREATION 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. From: James Callahan[mailto:jcallahaCa>co.iefferson.co.us] Sent: Tuesday, May 20, 2014 10:58 AM To: Joyce Manwaring Subject: Kunz Easement Proposal I drafted this e-mail last week, then my PC went to heck. So I will try again. Information needed: 1. Who will hold the Easement as grantee, Kunz or Valley Water/ 2. If the easement is to be used for water service why is the request for an area 117.94 ft by 30 ft? 3. We will have to know where the proposed lines or line will be located. 4. There will be a processing fee of $1,500.00 plus an Easement fee to be determined. 5. Is the easement for a utility only or a utility and some type of access. 6. NOTE: The proposal will have to be approved by the Advisory Committee and the Board of County Commissioners. James Callahan Real Estate Specialist Jeffco Open Space 1 JEFFERSON COUNTY OPEN SPACE EASEMENT REQUEST FORM Please complete this form to the best of your ability andlor knowledge and forward to the Jefferson County Open Space Planning Section PARTY MAKING REQUEST: NAME: COMPANY AND STREET ADDRESS: CITY: _ � in t• 0eAl _ STATE:_ (r) � ZIP CODE:Y—Intai PHONE: ��S cl� �' _ ���"/ � FAX: (.�� -,2 �`�� /3 C/ 5 E_ASSEM�ENTT TYPE {check all that apply): Uttii ility Easement Access Easement ❑ 'Temporary Easement ❑ Other (Please state) DATE EASEMENT IS NEEDED: A.- , (- LENGTH OF TIME NEEDED: ❑ Trail Easement 11 Permanent Easement BRIEF LEGAL DESCRIPTION OF PROPERTY/EASEMENT: ,�� �� k1j GENERAL LOCATION (CROSS STREETS OR STREET ADDRESS):_..,Wlt6wr . GI�1 ACCESS: (please include a general location map which could be copied from an area telephone book and the condition of the property, trees, etc.) (questions continued on reverse side of this form) JEFFERSON COUNTY OPEN SPACE 700Jefferson Countyparkway, Suite 100 Golden CO gp4g1 30 t_5925 LOCATION OF AREA REQUIRED. PLEASE ATTACH ALL RELEVANTAfApS, ENGINEERING DRAWINGSANDIOR PLANS LEGAL DESCRIPTION: PLANS: sm QUARTER SECTIONS SECTION TOWNSHIP RANGE AREA REASON FOR REQUEST -PURPOSE AND TYPE OF EASEMENT: ea f,,CV L7 11 LIST ALL REGULARTORY AGENCIES CONNECTED WITH YOUR UTILITY APPLICATION (contact name. telephone number "I and address):u 1� Jll StY2s � _q Ave, EASEMENT TO FIE GRANTFnTr)(name nn.4..ii___ ADDITIONAL COMMENTS: JEFFERSON COUNTY OPEN SPACE 700-lefferson County parkway, Suite tot? Golden Co 80,401 (3(13) 271-59.75 EXHIBIT A SHEET 1 OF 2 LEGAL DESCRIPTION; A TRACT OF LAND LOCATED IN THE NORTHWEST ONE --QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO DESCRIBED AS FOLLOWS: THE NORTH 117.94 FEET OF THE SOUTH 419.00 FEET OF THE WEST 30 FEET OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 21. _-,:.y._,t.'' a0el PREPARED BY. STEVE LISTER 15320 GREAT ROCK ROAD BRIGHTON, COLORADO 80603 303-637-9435 PREPARED: APRIL 28, 201 PROJECT. K118-3 EXHIBIT A. SHEET 2 OF 2 wc%l F WEST 44TH AVENUE o ujz I NORTH LINE OF THE wz 1 SOUTH 419.00 FEET 6189'35'19"E I 30.00' I w o= rn r N tz Q F- o o to N O to pr r, M�0 11550 o o vi .r o 3 WEST 44TH U, z 0 , a co AVENUEC1 � i —j .-- 00 Q O 0 N CLQ M Z Z SCALE 1"= 30' 30 0 15 30 30.00' N89'35'19"E SW CORNER, NW 1/4, SOUTH LINE OF THE NW 1/4 SECTION 21. FOUND 3 BRASS CAP IN RANGE POINT 10 S 89.55'49" W 2642.03' 80X, CAP STAMPED "LS 13212."=>,=�;' •4•(Y L�f 116837 'ABED: APRIL 28, 2014A�`�` PREPARED BY: STEVE LISTER 15320 GREAT ROCK ROAD ECT' K118-3 BRIGHTON, COLORADO 80603 J 2 OF 2 v-1 --- „ . __ w, do IV 1 - .art_ < AllL .r-,. - �'• IF Y _ MCI owl. low s 11500 P T. ti 1rila= M _ - _ -- _ � � i Prusoect 1fYt oil. pow� Park Jt , 1 k � o *=10 op N s 4 * Prospect Lake r r' rti I A - r f -- R-3 I RC 1 1 C-1 -- -- A-2 P -___ PCD City of CWheat l dZ MMUNITY DEVELOPMENT What is a Planned Development? Many properties in Wheat Ridge are part of a planned development zone district, including planned residential (PRD), planned commercial (PCD), and planned industrial (PID) districts. Each planned development has its own list of permitted uses and development standards. There are two distinct steps in establishing a planned development. Step one is approval of an outline development plan (ODP) that establishes the planned development zoning designation, permitted uses, underlying development parameters, and general design concepts. Step two is approval of a specific development plan (SDP) to provide specific site plans, building elevations, and civil documents. The SDP and ODP are both approved at public hearings. Obtaining approval of a Outline Development Plan can take about four months and is treated like a zone change. The process requires two public hearings. A Specific Development Plan can be reviewed at the same time as the ODP. If the SDP is submitted after ODP approval, only a public hearing before planning commission is required. Planned Development Review Process Step 1: Pre -application Meeting Step 2: Neighborhood Meeting (Only required for ODP—not required for SDP) Step 3: Submit Complete Application Step 4: Staff Review, Referral (Typically 15 days) Step 5: Comments to Applicant Changes Necessary? Yes ! I No Step 6: Publish Request/Post Property for Planning Commission Public Hearing (15 days prior to public hearing) Step 7: Staff Report for Planning Commission Public Hearing Step 9: Packet to City Council for 1st Reading Step 11: Resubmit Relevant Documents (Based on Planning Commission recommendation, if necessary) Step 12: Publish Request/Post Property for City Council Public Hearing (15 days prior to public hearing) Step 13: Packet to City Council for Public Hearing NOTE: If an SDP is submitted separate from and subsequent to ODP approval, repeat step 1 through step 8—however, step 2 (neighborhood meeting) is not required for SDP approval. m 4I M CL E 1 T O'S 0 05 CL— -W 0 r- ow m 0 CD 04 0 M 0 N 0 -0 LLJ N.0 L 0 - 4) < LLI .0 <1 m 4) U) CD CD 0 CL tn o a Z Q. r. ca O 4-- E Z. --5 4I M M QA C) c\i CYi 4 6 6 ti 00 N le 71 City of �Wh6atf dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29°i Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 NEIGHBORHOOD MEETING NOTES Meeting Date: May 29, 2013 Attending Staff: Lauren Mikulak, Planner II Location of Meeting: City of Wheat Ridge Municipal Building 7500 W. 291h Avenue Wheat Ridge, CO 80033 Property Address: 11500 W. 44th Avenue Property Owner & Applicant: Shirley Minshall Trust (owner of record) Terry Kunz (applicant) Property Owner(s) Present? No Existing Zoning: Residential -Three (R-3) Existing Comp. Plan: Neighborhood Commercial Corridor / Neighborhood Existing Site Conditions: The property is located at 11500 W. 44th Avenue and is zoned Residential -Three (R-3). The property does not have an assigned address because it is vacant, but the County assigned PIN is 39-212-00-080 and the site has been referred to as 11500 W. 44th Avenue. The surrounding properties include a variety of land uses. To the east is a vacant parcel zoned Agricultural -One (A-1) and a smaller parcel zoned Neighborhood Commercial (NC) with a single -story retail building. To the south is Prospect Lake and the Clear Creek Greenbelt which are zoned A-1. To the west is a narrow A-1 parcel which is 25 feet in width, owned by the City, and provides access to the Greenbelt and Prospect Lake. Beyond the access drive to the west is Prospect RV Park which is zoned Planned Residential Development (PRD). Across W. 44th Avenue to the north are parcels zoned R-3, A- 1, and RC with a mix of residential and commercial uses. Based on Jefferson County Assessor records, the subject site is 78,844 square feet (1.8 acres) in size. The site is undeveloped and has many mature trees throughout the property. The width of the frontage on W. 44th Avenue is about 190 feet. The Lees & Baugh ditch parallels the southern property line to the south of the site and separates the parcel from the Greenbelt. Applicant/Owner Preliminary Proposal: The applicant, Terry Kunz, is proposing to rezone the property to Planned Residential Development (PRD) for the development of a multifamily housing. A conceptual site plan shows 39 units in two buildings, covered and open parking, a pool, and open space. A club house or exercise room may be www.ci.wh eatridge.co.0 s included in the final design. The interior circulation is also conceptual, but a drive aisle is shown abutting the eastern property line to allow for a possible future connection to the neighboring parcel in case it develops in the future. The following is a summary of the neighborhood meeting: • In addition to the applicants and staff, seven members of the public attended the neighborhood meeting: o Kelly Ballie – 4825 Wadsworth (owns property on 44th) o Ron Horne – 11450 W. 45th Place o Jim Turgeon – 4520 Simms Ct o Joy Moitzfield – 4520 Simms Ct o Allen Hadwiger – 4455 Simms Ct o Pamela & Rick Lunnon – 11641 W. 44th Ave • Staff discussed the site, its zoning and future land use. • Staff explained the difference between standard residential zone districts and planned development zone districts. • Members of the public were informed of the process for a zone change and of their opportunity to make comments during the process and at public hearings. • The applicant described the proposed residential development. • The following questions were asked; several attendees thanked the applicant for the proposed investment in the community. The following issues were discussed regarding the zone change request and proposed development: • Will the units be for rent or for sale? The applicant intends to rent the units, but will likely build them as condos so they could be platted and sold in the future if desired. He intends to continue owning the property after the project is complete. • Will a traffic study be required and will an acceleration/deceleration lane be installed on W. 44th Avenue? Typically a trip generation study is requested with the zone change application, but it is unusual for a project of this size to trigger an accel/decel lane. • How will the parking be designed—in a garage, separate building, or underground? The site design is still conceptual, but there would likely be a private garage for each unit. The remainder of the parking would be in an open surface lot. • Where will the site drain? The site is relatively flat, and the design of the drainage facilities has not been completed. A drainage report will be needed and the site will need to accommodate full flood attenuation, stormwater detention, and water quality. • What is the target market? The units will likely be about 1,100-1,200 square feet, so the applicant expects to attract young couples and perhaps young families. • What amenities will be included? Onsite amenities may include a pool or exercise room. The development will take advantage of the recreation opportunities related to Prospect Park, Prospect Lake, Clear Creek, and the Greenbelt. • How tall will the building(s) be and how is height measured? Maximum building height in residential zone districts is 35 feet, so the building can only be about 2 or 3 stories. Maximum height is calculated to top of a flat roof or to the midpoint between the peak and eaves of a gabled or hip roof. • How is the density calculated—is the driveway included in the lot area? Maximum density in the R-3 zone district is 12 units per acre, and 21 units per acre in the PRD zone district. Density is calculated as a ratio of the gross lot area, so the driveway within the property boundary would be included as part of the lot size. • The applicant has the option of a one-step and two-step process, which does he expect to do? At this time, the applicant is expecting to complete a one-step zone change process. • Has the applicant decided on an architectural style or type of construction? The City's Architectural and Site Design Manual (ASDM) will dictate minimum design standards and requires certain materials, variation and articulation. The demand for higher quality architecture among contemporary renters and owners will necessitate that the building be attractive. • Will the units be single -story or multi-level apartments? The units will be single -story apartments but the exterior favade may be designed to give the appearance of multi -story rowhouses. • Have you completed similar projects in the area? The applicant is currently working on a project in Lakewood, though it is not a very comparable design because the zoning standards are different. • Do you own the property yet? No, not yet; purchase of the property is contingent on approval of the zone change and development plans. LANE ENGINEERING SERVICE, INC. A PROFESSIONAL CORPORATION 9500 W. FOURTEENTH AVE. . LAKEWOOD, CO 80215-4716 STEVEN D. LISTER TELEPHONE: 303-233-4042 RICHARD M. ROMBERG Professional Land Surveyor FAX: 303-233-0796 Professional Engineer EMAIL: laneengr@comcast.net April 9, 2013 Mr. Terry Kunz 2770 Isabell Street Golden, CO 80401 Mr. Kunz, The area of the tract shown on our survey K118-2 is 79,748 square feet. This includes 1,299 square feet in the small tract along West 44th Avenue. Thank You, Steve Lister, PLS SL:kc -� City of Wh6a-t�idge COMMUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE -APPLICATION MEETING SUMMARY Meeting Date Applicant: Attending Staff: Specific Site Location: Existing Zoning: Existing Comp. Plan: April 18, 2013 Terry Kunz Phone: 303-916-9976 Email: tkunz47(a,,comcast.net Meredith Reckert, Senior Planner Lauren Mikulak, Planner I Dave Brossman, Development Review Engineer Parcel Identification Number (PIN) 39-212-00-080 Referred to as 11500 W. 44th Avenue Residential -Three (R-3) Neighborhood / Neighborhood Commercial Corridor Existing Site Conditions: The property is located at 11500 W. 44th Avenue and is zoned Residential -Three (R-3). The property does not have an assigned address because it is vacant, but the County assigned PIN is 39-212-00-080 and the site has been referred to as 11500 W. 44th Avenue. The surrounding properties include a variety of land uses. To the east is a vacant parcel zoned Agricultural -One (A-1) and a smaller parcel zoned Neighborhood Commercial (NC) with a single - story retail building. To the south is Prospect Lake and the Clear Creek Greenbelt which are zoned A-1. To the west is a narrow A-1 parcel which is 25 feet in width, owned by the City, and provides access to the Greenbelt and Prospect Lake. Beyond the access drive to the west is Prospect RV Park which is zoned Planned Residential Development (PRD). Across W. 44th Avenue to the north are parcels zoned R-3, A-1, and RC with a mix of residential and commercial uses. Based on Jefferson County Assessor records, the subject site is 78,844 square feet (1.8 acres) in size. The site is undeveloped and has many mature trees throughout the property. The width of the frontage on W. 44th Avenue is about 190 feet. The Lees & Baugh ditch parallels the southern property line to the south of the site and separates the parcel from the Greenbelt. Applicant/Owner Preliminary Proposal: The applicant, Terry Kunz, is proposing to rezone the property to Planned Residential Development (PRD) for the development of a multifamily housing. A conceptual site plan shows 39 units in two buildings, covered and open parking, a pool, and open space. A club house or exercise room may be included in the final design. The interior circulation is also conceptual, but a drive aisle is shown abutting the eastern property line to allow for a possible future connection to the neighboring parcel in case it develops in the future. Will a neighborhood meeting need to be held prior to application submittal? Yes, a neighborhood meeting is required prior to submittal of a zone change application. Planning comments: The following items were discussed based on the applicant's proposal: Zoning Under the current Residential -Three (R-3) zoning, the property can be developed with a maximum density of 12 units per acre. Because the applicant is seeking more units than the zoning currently allows, the only option would be to rezone to a planned development district. The Planned Residential Development (PRD) zone district allows for up to 21 units per acre. Based on the size of the property, up to 3 8 units would be permitted under PRD zoning. When a property is rezoned to a planned development district, two documents are created to establish the zoning and to detail the site design. These two documents include the outline development plan (ODP) and specific development plan (SDP). The ODP establishes the planned development zoning designation, permitted uses, and underlying development parameters (ie minimum setbacks, maximum heights, minimum parking standards). The specific development plan (SDP) includes more detailed site and landscape plans. The ODP and SDP are both approved at public hearings; they can be submitted and approved concurrently and or separately; these approval processes are described below. Development Standards While PDs are not intended as a means around the zoning code requirements, development standards are permitted to vary to promote a more flexible and high quality site design. For reference, the standards for typical multifamily development are listed below. When the property is rezoned to PRD, the ODP document will either state new development standards if they differ from those listed below, or it will include a note of compliance. For example, "All parking shall be in conformance with Section 26-501." Off-street parking standards are outlined in section 26-501 of the code and address multifamily parking: o Parking for multifamily development shall not be placed within the minimum front yard setback. Where parking is to be placed within a side or rear yard which is adjacent to a public street, a landscape buffer of at least ten (10) feet is required. o The required number of off-street parking spaces is based on the types of units in the development: ■ 1.5 spaces per 1 bedroom unit ■ 2.0 spaces per 2 or 3 bedroom unit • 2.5 spaces per 4 or more bedroom unit 2 Plus 1 additional space for each 10 spaces shall be required as designated visitor parking. o Bicycle parking is required at a rate of 5 percent of the required vehicular parking spaces. Landscaping standards are outlined in section 26-502, for multifamily residential uses the following standards are listed. Landscaping along the W. 44th Avenue frontage is dictated by the City's Streetscape Design Manual—see Public Works comments below. o At a minimum, 30% of the total lot area requires landscaping. o No more than 60% of the total landscaped coverage on the lot shall be comprised of turf. o Trees and shrubs are required at a rate of 1 tree and 10 shrubs per 1,000 square feet of required landscape area. o Up to 35% of required landscape area may be comprised of non -living material such as bark, rock or ornamental objects. • Building height is limited to 35 feet as established in the City Charter; this standard cannot be modified by a PRD. This is measured from the average elevation of the finished grade of the building to the highest point of the roof surface if a flat roof, or to the deckline of a mansard roof, or to the mean height level between eaves and ridge for a gable, hip, gambrel or other roof. The height of a stepped or terraced building is the maximum height of any segment of the building. The building height limitations do not apply to decorative features not designed for human occupancy or use or mechanical equipment penthouses. Architectural and Site Design Manual (ASDM) New multifamily construction is subject to the design requirements of the Architectural and Site Design Manual (ASDM), and the subject property is located within the Contemporary Overlay. In general, the ASDM promotes high quality site development and architecture by establishing standards for connectivity, facade design, and material variation. The applicable sections include site design (chapter 3) and multifamily building design (section 4.3). Please note that the build -to requirement will be applied to the W. 44th Avenue street frontage and will require that the building mass be located within 0-20 feet of the front property line—more specifically, 40% of the frontage should contain building mass within the first 20 feet (see image at right). The ASDM is can be downloaded from the City's website: htlp://www.ci.wheatridge.co.us/index.aspx?nid=431 Other Districts ------------------------------ 20 z 40% PRIMARY STREET FRONTAGE = 0-20' Build -To Area --- = Property Lines The City of Wheat Ridge is not a full service city. The following agencies and districts serve the subject property: Valley Water District, 303-424-9661 Fruitdale Sanitation District, 303-424-5476 Arvada Fire: 303-424-3012 3 The proposed subdivision plat will be sent on referral to these agencies for comment; however staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design requirements and potential costs associated with the proposed project. Parks Given the proximity of the subject site to Prospect Park and the Clear Creek Trail, it may be possible to establish a bicycle or pedestrian connection at the south end of the site. Permission to cross the ditch will likely be needed. As of 2011, Mike Koeltzow (3030-422-1376) was listed as the contact for Lees and Baugh ditch. Public Works comments: The following items were discussed based on the applicant's proposal: Streetscape Landscaping along the W. 40 Avenue frontage is dictated by the City's Streetscape Design Manual. In order to promote high-quality, multi -modal streets throughout Wheat Ridge this manual establishes design standards for the City's commercial corridors. New development along collector and arterial streets requires installation of public improvements. The standard street section for the W. 44th Avenue is a 6 -foot detached sidewalk and 6 -foot amenity zone or tree lawn. When the property is developed the new sidewalk and tree lawn will need to be installed based on the standards outlined in the Streetscape Design Manual. The entire Streetscape Design Manual is available for download from the City's website, and standards for W. 441h Avenue are discussed on pages 15-16: http://www.ci.wheatridge.co.us/DocumentCenter/HomeNiew/2742 Drainage Site drainage requirements are based on the area of disturbance created by new development. The project is classified as "major new development" in the City's Site Drainage Requirements, which can be downloaded from the City's website: http://www.ci.wheatridg_e.co.us/index.aspx?nid=487. This will require full flood attenuation, stormwater detention, and water quality. Detention should be provided on-site but can be provided through above- or below -ground facilities. A drainage report will be required as part of the land use application. For more information, please refer to the Public Works comments that were distributed at the meeting. You may also refer to the Site Drainage Requirements available on the City's website (http://www.ci.wheatridge.co.us/index.aspx?nid=64) or contact Dave Brossman in the Public Works Department. Traffic and Circulation A Trip Generation Study will be required with the zone change application; depending on the outcome a full Traffic Impact Study may be required. Regarding internal circulation, the Fire District will likely require a secondary access. It may be possible to utilize the City -owned access drive to the west is the drive is paved to meet Fire District standards. El Property Lines The applicant inquired regarding inconsistencies in the property's boundary description. The discrepancy may be related to a surveying mistake in 1883 that resulted in the incorrect placement of a quarter section monument. Staff recommends not recording the Land Survey Plat so property lines can be addressed and any easements which may result from the development can be shown. Building Division comments: The building division was not present at the meeting. They have provided comment that at least two units will need to be Type A accessible units in compliance with state law. Handicapped parking will need to include van accessible spaces. Process This request will require approval of outline and specific development plans (ODP and SDP). The first step began with the pre -application meeting on April 18, 2013. Planned Development The next step in the process is to hold a neighborhood meeting which is required for approval of an ODP to establish the planned development zone district. For this meeting, the applicant must notify all property owners within a 600 -foot radius of the property. Notification may be via mail or hand delivery. The Community Development Department will supply the applicant with a list of all property owners within the 600 -foot radius. A sample notification letter is provided and can be used as a template. The letter will need to be approved by a planner before it is mailed. The meeting date, time, and location should be coordinated with a staff member. The fee associated with the neighborhood meeting is $100 for staff presence, plus 50 cents for each page of address labels (average is $243). Meetings can be held at City Hall or at a location the applicant desires. The meeting will be led by the applicant and should inform those who are in attendance what is being proposed. After the neighborhood meeting is held, the applicant may submit a formal application. There are two options for processing a planned development: applicants may submit the ODP and SDP subsequently or consecutively. At the pre -application meeting, staff agreed it would be appropriate to submit both documents together, if the applicant so chooses. When the application is submitted, a staff planner will be assigned to handle the case. This person is the project manager for the case and will be the contact at the City throughout the entire zone change process. The case manager will review the submittal application for content. If all submittal requirements have been met, the proposal will be referred to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for their review and comment, generally for a period of 15 days. After all comments have been received, the case manager will forward those to the applicant. Modifications to the planned development documents may be required as a result of these comments. 5 After all comments have been addressed, a public hearing before Planning Commission will be scheduled. Planning Commission will make a recommendation of approval, approval with conditions or denial. The public hearing procedure is replicated before City Council for final approval. Once approved, a blackline mylar copy of the development plans must be recorded with the Jefferson County Clerk and Recorder. If the SDP is submitted separate from and subsequent to approval of the ODP, then the referral process is repeated for the SDP, and the SDP is approved by the Planning Commission. Attachments: Public Works comments, neighborhood meeting notification template Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Lauren Mikulak — Planner II 303-235-2845 John Schumacher — Chief Building Official 303-235-2853 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Supervisor 303-235-2863 rol City of Wheat �idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 April 18, 2013 Pre -Application Meeting 11500 W. 40 Avenue (Kunz Apartments) Public Works Requirements: The following will need to be submitted for review and approval with a Land Use or Building Permit Application associated with development of the site: 1. Final Drainage Report (1 hardcopy and 1 PDF file): A Final Drainage Report signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required. The Report must describe how full stormwater flood attenuation detention incorporating water quality measures for the entire site will be achieved. Please refer to the City's Site Drainage Requirements for additional information. 2. Trip Generation Study: A Trip Generation Study (TGS) comparing existing values with proposed values shall be required. Depending on the outcome of the TGS a full Traffic Impact Study may be required. 3. 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, curb & gutter, sidewalk, and water quality Best Management Practices (BMP's). Include all City of Wheat Ridge standard details for all proposed constructed items (please see Note 2 below). 4. NPDES Permit: The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of disturbance for the proposed development is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division Water Quality Control Division at 303-692-3500 and asking for the public assistance person for the Permits Unit. A Stormwater Management Plan (SWMP) detailing the Best Management Practices to be utilized during construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of any Building Permits. Stormwater Management Plan: This site is greater than one acre in size. Therefore if the area of disturbance will meet or exceed one (1) acre, a Stormwater Management Plan (SWMP) associated with the required CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval (please see related Note 1 below). The SWMP must be approved by the City prior to issuance of any Building Permits. The CDPS Permit is generally obtained by the contractor at time of Building Permit Application and a copy must accompany the final submittal of the SWMP. www.ci.wheatridge.co.us Public Works Engineering April 18, 2013 Page 2 NOTES: Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities and BMPs identified in the Final Drainage Report and SWMP including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter®, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log detailing the maintenance schedule of said facilities and BMPs shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log is typically assembled by the Engineer -of -Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 2. Information: Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater/Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatridae.co.us 3. Improvements at Time of Development The 44"' Avenue corridor design is governed by the City Council -approved Streetscape Manual. The Streetscape Manual requires a minimum 6' wide detached sidewalk with a minimum 6' wide amenity zone in front of this property, and that the amenity zone is landscaped (not patterned concrete). At the time this site develops, the existing detached sidewalk must be removed and the new sidewalk constructed in the proper location. The amenity zone will need to be irrigated and landscaped. Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City. www.ci.wheatridge.coms (04-18-13) 11500 W. 44th_KunzAparhnents.doex 1! r 0 • s+ f a i n °gym �w n a 11 0 m v � o r c n-2CD�C)lu m m m t .n c w \ , o %� Intermediate o F N ` Intermediate N�� 3 0 � N Index req/ate Qdate 1D /nde %a U. Intermediate 3 xaPu, IndeX Index U1 /brat O � oqe+ 1h'eaate 5 � � O z 3 ., t a;elpaouja;ul 0 G W t CDN t N A O�CD Index iD o CD +eQ i �dfe 1 0a a i ow�cVnn o Do K) o � • t (D ow CD o c Index A �" �aCD I �) �e • ,� N 3 p o D ^' w o a� �, • y o -CD Intermediate r m n 3 ; a ODa nr W (D CD _ N o c 0 70 O C.Jw co O A o 3 q Intermediate • CD o o e+ �,' aWaaaul r 1' a;e!p X11 ♦ f-4- /hqr a;elp�ulle� � N ex �` aN Oa ONNFS 00 (D T,3 = fU NN'D 0 — \ / q� Y (D 3 c N N O.dii O 1"D o o o o v m O NCD R3 _7 C 6 0 ^� O O �_ (D w (D N N 0 3 j `� O 0 p c v 6 v N c N N j O N .luao v '� 8 0 N N m > > J mo m a 3 CD o v° m m � ° m° �" v 3=(D 3 w 91 = m 3 a 0 3 0 m mm w v 5oo� w v_ -. � (D 3 0- o �J =.N Qom ID 3 w 5 m n o c a9 S a ° aCD = N o 3<N. a° w v a���Q Intermediate 3 0° m =- d m o o_ .�0 D va v v. o 0- m m April 8, 2013 City of Wheat Ridge Community Development 7500 W. 29th Ave. Wheat Ridge, Colorado 80033 _ 1 14 l2- d"HE I F. I'V G 04109;1, 12-:23 P.11 cd GU Te'r :, y RECEI= NG:CDBO@8715 !'I;NCUNT H ;� -,, I,APPLICATHON Z C!'llt' Re: Development of land at approximately 11500 W. 44th Ave. PAYMENT iiEEIVEIi AitiCiUhIT CK -A05 264„00 T0 --3;L —t0 To Whom It May Concern, ----------------------- -----The applicants Terry & Nancy Kunz are submitting the following development narrative for a parcel of land consisting 79,748 sf. (1.83 ac.) located at approximately 11500 W. 44th Ave. Along with this letter we are submitting a Land Survey & Topographical Map, Current Schedule information, Title Policy, a letter from Lane Engineering giving the area of the parcel and a very preliminary site plan. It is our understanding that the property is currently zoned R-3. Under this zoning it is our understanding that the following criteria would apply to development of the property; Max. Ht. 35' Max. Building coverage 40% Min. Lot Area 12,500 sf Min. Lot Width 100' Front Setback 25' Side Setback 15' Rear Setback 15' Min. of 3,630 sf for each dwelling unit (21.96 units for this property) It is our understanding that should we choose to initiate a Planned Residential Development that the dwelling density could possibly be increased to 21 units per acre (38.44unit). It is our intention to maximize the number of units that can be built on the property. If there are any other zonings or special district criteria that would possibly allow for an increase in unit density or height we would appreciate any information you can provide so that we are aware of any options that may exist. There are two areas of interest on the survey. First, there is an area of concern shown at the top of the survey and described in Note 1. According to Steve Lister at Lane Engineering there was a similar problem with the original boundary description for the property directly to the west of which Dave Brossman was familiar. In that case Mr. Lister recalls that the City provided a Quit Claim Deed to the owner for the unaccounted for land. Second, the city's fence at the southeast corner of the property is significantly off the property line. We would appreciate your consideration of these issues and their remedies. Should you require any additional information prior to our pre -application meeting please contact me at your convenience. 2S;yy ly, r° T Kunz 2770 Isabell St. Golden, Colorado 80401 303-916-9976 TKunz47@comcast.net ONE of COLORAD TITLEONE OF COLORADO, INC. 710 KEPLING STREET, SUITE 406, LAKEWOOD, CO 80215 P:303-991-5959 F:303-232-3216 DELIVERY TRANSMITTAL DATE: March 29, 2013 ORDER NO: 16238 ADDRESS:- VACANT LAND, WHEAT RIDGE, CO 80033 OWNER:. SHIRLEY B. MINSHALL, TRUST and JOHN A. MINSHALL, RICHARD G. MINSHALL BUYER: TERRY T. KUNZ and NANCY E. KUNZ . TO: REIMAX 100, INC. 710 KIPLING STREET #110 LAKEWOOD, CO 80215 303-995-6943 NANCY KUNZ NANCYKUNZ@COMCAST.NET TO: TO: TO: SHIRLEY B. MINSHALL, TRUST AND JOHN A. MINSHALL, RICHARD G. MINSHALL TO: DEBBIE EVANS-CLOSER DIRECT:303-436-2645 d.evans@dtleoneco.com TO: REIMAX 100, INC. 710 KIPLING STREET #110 LAKEWOOD CO 80215 303-995-6943 NANCY KUNZ NANCYKUNZ@COM CA ST.NET TO: TO: TO: TERRY T. KUNZ AND NANCY E. KUNZ 2770 ISABELL, STREET GOLDEN CO 80401 TO: MISTI COVILLO DIRECT:303-436-2635 m.covillo@fitleoneco.com Your Partner for Success 710 Kipling Street, Suite.406 Lakewood, CO 80215 .. P-303-991-5959 F-303-232-3216 Thank you for your business. Our experienced staff at TitleOne provides excellent closing and escrow services and will handle your transaction with care: Wire Instructions: Colorado Business Bank 821 17th Street Denver, CO 80202 303-203-2265 For further credit to: Title.One of Colorado, Inc. 710 Kipling Street,Suite 406 Lakewood,CO 80215 Phone: 303-991-5959 Fax: 303-232-3216 Routing Number: 102003206 Account Number: 3428915 Please reference our File number 16238 and the Property Address VACANT LAND Borrower: TERRY T. KUNZ Thank you for your continued support! ATTORNEYS TITLE GUARANTY FUND, INC. ALTA Commitment Form (6/17/2006) COMMITMENT FOR TITLE INSURANCE Issued By Attorneys Title Guaranty Fund, Inc. Attorneys Title Guaranty Fund, Inc., a Colorado corporation (the "Company"), for valuable consideration, commits to issue its policy or policies of title insurance, as Identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of. the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of the Commitment: This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Attorneys Title Guaranty Fund, Inc. has caused its corporate name to be affixed by its duly authorized officers on the date shown in Schedule A. ATTORNEYS TITLE GUARANTY FUND, INC_ CHRISTOPHER J. CONDIE PRESIDENT Copyright -2006-2009 American Land Title Association. All rights reserved. The use of this Fonn is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the Proposed Insured has or acquires actual knowledge of any defect lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the Proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named. Proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the Proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action of actions or rights of action that the Proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of the Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or Jess shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://222.alta.org/ >. Copyright 2006-2009 American Land Title Association. All rights reserved .The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ATTORNEYS TITLE. GUARANTY FUND, INC. COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1. Commitment Date: March 22, 2013, 8:00 am Issue Date: March 28, 2013 2. Policy (or Policies) to be issued: File No: 16238 POLICY AMOUNT (a) ALTA OWNER'S POLICY $200,000.00 Proposed Insured: TERRY T. KUNZ and NANCY E. KUNZ (b) ALTA LOAN POLICY Proposed Insured: (c) Proposed Borrower: Proposed Insured: 3. Fee Simple interest in the land described in this Commitment is owned, at the Commitment Date, by THE SHIRLEY B. MINSHALL TRUST, DATED JULY 26, 1994, AS TO AN UNDIVIDED 1/3 INTEREST, JOHN A. MINSHALL, AS TO AN UNDIVIDED 1/3 INTEREST, AND RICHARD G. MINSHALL, AS TO AN UNDIVIDED 113 INTEREST. 4. The land referred to in the Commitment is described as follows: SEE ATTACHED EXHIBIT "A" Countersigned TitleOne of Colorado, Inc. By ;.r � Purported Address: VACANT LAND WHEAT RIDGE, CO 80033 STATEMENT OF CHARGES. These charges are due and payable before a Policy can be issued. Owner's Premium $ 1,223.00 Owner's Ext Cvg $ 65.00 Tax Certificate $ 35.00 TOTAL $ 1,323.00 4C11: THE NORTH 400 FEET OF THE EAST 196.6 FEET OF THAT PART OF THE WEST 1/2 OF THE WEST 1/2 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH SIDE OF THE COUNTY ROAD, 1920 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 1920 FEET; THENCE EAST 226.6 FEET; THENCE NORTH 1923 FEET, MORE OR LESS, TO THE SOUTH SIDE OF SAID COUNTY ROAD; THENCE WESTERLY 226.6 FEET, MORE OR LESS TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. ATTORNEYS TITLE GUARANTY FUND, INC. COMMITMENT FOR TITLE INSURANCE SCHEDULE B - SECTION I REQUIREMENTS File No: 16238 Effective Date: March 22, 2013, 8:00am The following requirements must be met: (a) Pay the agreed amounts for the interest in the land and/or according to the mortgage to be insured. (b) Pay us the premium, fees and charges for the policy. (c) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (d) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or, exceptions. 1. RECORD GOOD AND SUFFICIENT DEED FROM THE SHIRLEY B. MINSHALL TRUST, DATED JULY 26,1994, AS TO AN UNDIVIDED 1/3 INTEREST, JOHN A. MINSHALL, AS TO AN UNDIVIDED 1/3 INTEREST, AND RICHARD G. MINSHALL, AS TO AN UNDIVIDED 1/3 INTEREST, TO TERRY T. KUNZ AND NANCY E. KUNZ, CONVEYING SUBJECT PROPERTY. 2. FURNISH TRUST AGREEMENT, OR TRUST AFFIDAVIT, OF THE SHIRLEY B. MINSHALL TRUST, DATED JULY 26,1984, SHOWING THE NAMES OF THE TRUSTEES AUTHORIZED TO EXECUTE REAL PROPERTY INSTRUMENTS ON BEHALF OF THE TRUST. 3. RECORD CERTIFICATE OF SATISFACTION OF JUDGMENT FILED INCASE NO. 11CV-002328, IN THE AMOUNT OF $149,826.88, ENTITLED ELAINE C.. PAULSON, ET AL, PLAINTIFF, VS. RICHARD G. MINSHALL, DEFENDANT, A TRANSCRIPT OF WHICH IS RECORDED FEBRUARY 26, 2013 IN RECEPTION NO. 2013023553. 4. Execute and have notarized the "Indemnity and Affidavit" approved by the Company. NOTE: Effective September 1. 1997, C.R.S. 30-10-406 requires that all documents received for recording or filing in the Clerk and Recorders Office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch. The Clerk and Recorder may refuse to record or file any document that does not conform. NOTE: All conveyances (deeds) subject to the documentary fee submitted to the County Clerk and Recorder for recordation must be accompanied by a Real Property Transfer Declaration. This declaration must be completed and signed by the grantor (seller) or grantee (buyer), pursuant to C.R.S. 39-14-102(1)(a). ATTORNEYS TITLE GUARANTY FUND, INC. COMMITMENT FOR TITLE INSURANCE SCHEDULE B - SECTION H EXCEPTIONS File No: 16238 Effective Date: March 22, 2013, 8:00am Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Rights or claims of parties in possession not shown by Public Records. 3. Easements, or claims of easements, not shown by the Public Records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the land would disclose, and which are not shown by the Public Records. 5. Any lien, or right or alien, for services, labor or materialmen's claims heretofore furnished, imposed by law and not shown by the Public Records. 6. Taxes for the current year, including all taxes now or heretofore assessed, due or payable. 7. ANY EXISTING LEASES AND/OR TENANCIES. 8. PATENT AND MINERAL RIGHTS AFFECTING SUBJECT PROPERTY. 9. ANY EXISTING ROADS, HIGHWAYS, DITCHES, CANALS, RESERVOIRS OR RESERVOIR FILINGS, EASEMENTS AND RIGHTS-OF-WAY THEREFOR. (THIS EXCEPTION WILL BE AMENDED OR OMITTED ACCORDING TO THE FACTS REVEALED BY AN ACCURATE SURVEY OF THE PREMISES). 10. RIGHTS OF WAY AND EASEMENT FOR WATER PIPELINE, AND OTHER PURPOSES, GRANTED TO VALLEY WATER DISTRICT IN INSTRUMENT RECORDED JANUARY 2,1985 IN RECEPTION NO. 85000369. NOTE: Any claim, which arises out of the transaction vesting in the Insured the Estate or Interest Insured by the policy to be issued hereunder, by reason of the operation of Federal Bankruptcy, State Insolvency or similar creditor's rights laws. NOTE: The policy (s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company. Upon request, the Company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. NOTE: The following disclosures are hereby made pursuant to 10-11-122 C.R.S.: (i) The subject property may be located in a special taxing district; (ii) A Certificate of Taxes Due listing each tax jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent; and (iii) Information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder or the County Assessor. . R $11.00 iuiimmnurn�url�uutll�Illrillll►I�Ilillllllll!!II O $0.00 2013023553 02/26/2013 11:25:17 AM 1 Page(s) JEFFERSON COUNTY, Colorado DISTRICT COURT, JEFFERSON COUNTY, COLORADO Court Address: 100 Jefferson County Parkway Case Number: 11CV-002328 Golden, CO 80401-6002 Div.: 12 Plaintiff: PAULSON, ELAINE C. et al Defendant: MINSHALL, RICHARD G. TRANSCRIPT OF JUDGMENT Original Judgment Amount: $149.826.88 Judgment Date: February 29, 2012 Revived Judgment Amount: $.00 Judgment Date: Judgment Status: UNSATISFIED Additional Remarks: INTEREST TO ACCRUE AT THE RATE OF 10% PER ANNUM UNTIL JUDGMENT IS SATISFIED Debtor(s): RICHARD G MINSHALL, 10350 WEST 44TH AVENUE. APT 2A, WHEAT RIDGE. CO 80033 Creditor(s): ELAINE C PAULSON ELAINE M HUFFMAN Balance of Judgment to Date: $149,826.88 1 hereby certify that the above is a true and complete transcript of the judgment in the above -referenced case which is retained in my office. DATE: January 17. 2013 Z� RECEPTION NO. F2021650 5/07/2004 9:04:52 PG: 001-001 PG FEE: 6.00 STATE DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO Pursuant to C.R.S. § 39-13-104(m), no documentary fee is required to record this deed. PERSONAL REPRESENTATIVE'S DEED (TESTATE) THIS DEED is made by Shirley B. Minshall, as Personal Representative of the ESTATE OFJOHN WILLIAM MINSHALL, ALSO KNOWN AS JOHN W. MINSHALL, Deceased, Grantor, to THE SHIRLEY B. MINSHALL TRUST, dated July 26, 1994, as amended, whose address is 11650 West 38'Place, Wheat Ridge, Colorado 80033, Grantee. WHEREAS, the above-named decedent in his lifetime made and executed his Last Will and Testament dated July 26, 1994, which Will was admitted to informal probate on March 27, 2001, by the District Court in and for the County of Jefferson, State of Colorado, Probate No. O l PR293. WHEREAS, Shirley B. Minshall was duly appointed Personal Representative of the Estate on March 27, 2001, and is now qualified and acting in said capacity. NOW, THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby convey, assign, transfer and set over unto Grantee for and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable consideration as the person entitled to distribution of the property under the above captioned Will, the following real property situate in the County of Jefferson, State of Colorado: As to a 1/3 interest in: The North 400 feet of the East 196.6 feet of that part of the West Yz of the West %z of Section 21, Township 3 South, Range 69 West of the 6's Principal Meridian, described as follows: Beginning at a point on the South side of the County Road 1920 feet North of the Southwest corner of the Northwest � of the Southwest 1/ of said Section 2 t; thence South 1920 feet; thence East 226.6 feet; thence North 1923 feet; more or less, to the South side of said County Road; thence Westerly 226.6 feet, more or less to the point of beginning, County of Jefferson, State of Colorado. Also known as: Vacant Land With all appurtenances, free and clear of other grants, liens, taxes, assessments, encumbrances and restrictions of whatsoever kind, except: those of record and taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. Executed this 5 day of LOV . —2004. By:e" SHIRLEY B. MINSHALL, Personal Representative of the ESTATE OF JOHN WILLIAM MINSHALL ALSO KNOWN AS JOHN W. MINSHALL, Deceased. STATE OF COLORADO ) ) ss. COUNTY OF liltou/` ) The foregoing instrument was acknowledged before me this 5 day of 2004, by Shirley B. Minshall as Personal Representative of the ESTATE OF JOHN WILLIAM MINSHALL ALSO KNOWN AS JOHAi V1W, M1NSHALL, Deceased. Witness my hand and official seal. My Commission expires: Y�i: /, nfn RECEPTION NO. F2021649 5/07/0004 9:04:52 PG: 001-001 PG FEE: 6,00 STATE DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO 1M District Court 13 Denver Probate Court J p f f P r s n n County. Colorado Court address: 100 Jefferson County Parkway Golden Colorado 80401 Rq THE MATTER OF THE ESTATE OF 10 Iced 0 Protected Person 0 M[wr O 1=padtated Person JOHN WILLIAM MINSHALL, also known as JOHN W. MINSHALL A COURT USE ONLY A Attorney or Party Wititoot Attorney (Name and Address): MICHAEL M. KATZ Case Number. KATZ, LOOK & MOISON, P.C. 1120 Lincoln Street, Suite 1100 pw�q 0 Denver, Colorado. 80203 1 P R02-93 Phone Number. 303-832-1900 Gmatl:mkatzQklmtaxla .com. FAX Number: 303-863=0412 Arty. Reg. #: 5127 Division: Courtroom: LETTERS (Name) — SHIRLEY B. MIJISHALL was appointed or qualified by this Count or its Registrar on (date) -,z 7 -67 -as: 10 Personal Representative. 13 These are Letters of Administration. (rho ae=dcw did not leave a will.) 11! These are Letters Testamentary. (The deoatew Left a will.) 0 Special Admirtistsator in 13 an informal © a formal proceeding. These are Letters of Special Administration. E3 Conservator. These are Letters of Conservatorship. 0 The protected person is a minor whose date of birth is 13 Guardian. These are Letters of Guardianship for 0 an incapacitated person. 0 a minor whose date of birth is Appointment or qualification is by ❑ court order. 0 will. 0 written instrument These Letters evidence f H authority, except for the following limitations or Date: 5 -SIZ-0 f (Deputy) Cleric or Registrar of pout CERTIFICATION t2 - or Certified to be a true copy of the original in my custody -a-9 to be in full force and effect as of: --a1 • (Deputy) Clerk ofCoun No. CPC17. Re4. 7-09. MrrR 8 bmdferd NbRdr fug, 1743 WA= Se, Denver. CO 80202 — (303) 292.2500—www.btr�ing.ram — 1200 D S 13EING DED FOR RFCORDINNG' PURPOSES ONLYa 04) T RECEPTION NO. F1969686 2/25/2004 10:45:25 PG: 001--001 PG FEE: 6.00 STATE DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO STATE OF COLORADO STATE OF COLORADO STATE'ftLE NUMBER CERTIFICATE OF DEATH 1, DECEDENTSNANE U1n1VIddL, WO '_ ZSEIT Z DATE OF DEATH{`_" 0". .N1 John William KI SHALL Hsle M rch 13, 2001 <. SOCIAL9ECUHITY }a.A -1•st Birc+d•Y IY.•rA 50. UNDER T YEAR. .�UNDEA I.OAY (. OATEOF GIRTH - T.-1HP (NfNIM1 DI Y. Y.•+1 IC'N.ntl n, w F ­'.NUMBER Country) va aYa - Hnt .Min• 524-26-6263 74 Maic1T 13 1927 5 ickard MD &WAS DECEDENT E IN 91, PLACED OATH IC—A-11--1 US. ARMEDFORCEST aY., DNv HMPITAL r ... ... ,OTHER i5UP.tlenl ..OEAlOuIP•tianl nDDA DNwn4wHrrm� D.A•Ndanb}pDlhnrl5p•cRg 116a ice FM ACILI1YNAMEU1"IAViI1rt01kVW atn.lendnwm ). r PG 4"JOWN.09LACATIONOF DEATH 94 COUNTYOFUEATH Lutheran Has ice Care Wheat Ride Jefferson t0a ECEDEN 8 UAL OCCUPATI N TOh, KIND OF WB1NE85fWU S1AY -' ,T, 1F. I ETATUs'MvttN6. pp rrt M.rIM0. WNm..d. 1Z. 9POUBEU1 cDlae m,fdlnn.m•1 b01rT Alndol FwtivMdunnp mv,l elwvnrnphla .} S A 4._y' R ! ( prmC•0{SP•UM DP gat b. niin4l _. RuildiD. - ..o• �.:>:� :.a'tT- •. ,,:., Ma,•r ,art .... Sh�.L,?.i_Pr_?:t51ar@ 13P. RESIDENCE -.1 TE 1511. COUH tat TY. TOWN, at; PCATIDNM1 -'T < it `.°, 13d. STREET AND NUMBER R � .. - .P.• Ca �AmP 13•. IN91 CITY 101. ZIP CODE- 14WA60ECEOENTOF MI9PAN1(: IIOIH7 1-M 78P041YNP PI Y.a •It Y.A.W IY Cubm, r.' ': DlndYn. tn•DECEOENTB ION 00.4, BI•vL,WTB., Nc:ISP•dfp" ppr•d•vemyiwutl{El.m.duryar.ivPnd•ry I (6ih(PUPh T21CvilvpellO Nmuph TB of :i'1 LIMITS? U•.hln, WHp Rlcan, Nu1..,YF�GA o N. 80033 5° White ' ` 16 11. FAH N IFnL Mhien, L.ir{ rnt. ,vvIA V.IIM .n Nlm.)1 ipA T Eand M[111011n re C•mu•d. a Ginshall' Rutwi :Tha� 't ` ShirleyB. Minahall Wife YDa —11y.#.-, D19PO9RION 20e. PLACE OF DISPOSITION IN.— W bmv4.K aVnNary. al .YBc LOCATION. Gty a 7— Sw. WU1W DC—Sti. ❑RrmPW lrom Sul! - - orn.l y,c•) r �.- ' Crown'Hill-Cemetiir 'Jefferson County, Colorado 2MOMNATURECPFUNEPALDIRECTORORPER5ONACTINOABBUCH..1 ]14 NAMEANDABORESSOFFACILRY: Olinger Crown Hill. Mortuary `7777 West 29th "Ave., Denver, CO Ilp 80215 TOBE mAn vt 51pn.rwn ® CL ' t_y, 28. OAlE SIGNED Wvnfh, D•K Y.a Z_ March3 OO, NAM TITLEA D1INOA 3--- Jennifer H. Ca., D F. NAME OF ATTEN01-di PHYSIC 4— 32MANNE-ROr DEATH ffi1.1u J n canon 5— Imus 7p Acddml O Surid. D �nMI mIMtl ❑ K.N.1d. ' U. IMMEONYE CAUSE tEM PART 1 / D eM Larontn F. OU _ ' ' • �' : WAB COR NOTIFiE07 Dry r Ywil•' Noor Irm ar Nvl Y h 13 -. r 2001, 5:07' A.M riooNLTa.Y craTFINN0 PHYBICIATL _ TO BEGOYMETEDEWCORONER M.PTIn.d at Dl.1(rM,dal••nd c.,lnddWm 2r, OnP buf•pfe..nvnaUvnandrLrlt.'ee11GAWn,In mYv7n(vnde.NoccunPd�f rf+• ArW(wlb.enA UJ110 NP n[evlllPM mAnnn Aa ltaFwd. _ . DATE 510NED (M—n. Op, Y•.4 . 0"1 , :58 OF CERTLFI P RON YPVN nq ' ey, M.D. 9095 Saadsworth Blvd. 0210 wht'RidhAvPCO 130033 IF OTHER THAN CERTIFIER UYPVPnnN ,. )p ,A��� rr{Tt��� )C' T A, DATE OF INUUR, STK TIMEOF • 331-INJLIMAT STd.OEBCRIDEHOW(NUURYOCCUR�� q'�r//''PA •)Muv I>:TE M p Mss O No a..w4f Q,r'� Ia.PLACED,INJURY- nuM.bm„Yreel.IvivN•Pliba 3JL LOCATION(&nH AMNwM•rarWmlgWM1rWn0w,G1Y.Carcty,Nu41— pulWYnyNGLSgvP,j • N' DNLY ONE CAUSEPER LINE Eo11 NL M ANDIat DO iwl.rtUe moOA d ihtq pr,pol/p piFMsphNPtY An•al)alana Hi.nel lniw.en ;�.aw7 CQNOMON'0 9 DUE TOOH A8ACONSEOUENCEOF I �- , ,g ^_,' Ntl''m' """" IFANYYMICH - ' 'DAVE RISE TD • `a'/ ,� IMMEOIATE CAVBE IM r {vn.l bel'.rw,n vna•1 STATING THE DUETO RA ACONSEOUEN £ — - •nd0a•Ih ' UNDERLYfNO CAUSE 1 i �,'• �. y� � . �*j •.l .!. t.� �1 . LAST PART OTHER 6IUNIFICAHICONOInONS-CvntltUvrutenlliDPnnp lv tl.Nn SiH net nYl.d lec.un fn ; S1 AIROPSY DE IF YEbwam }^fS^pa wn,lOVta 11 PARTIlDy. NconPI.DPI•, abplh.amvL.H. R'P. or Nq NdN.1mY,in2cwy',w dpA1NT THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE OFFFI0IAL RECORD WHICH IS IN MY CUSTODY. ; aT avR&TVAi�cISSUED MAR 1 9, 20D1Com(%- tnl GiA01. S. CAILRF.TJ',➢8D. = ' STATE F LGISI[MAR Do not accept unless prepared on security paper with engraved border disptuying the Colorado state -se6l-itid signature of the Registrar. PENALTY BY LAW, e Ion oo o IgkYRdf ^ -Statutes, 1982, if any person alters, uses, attempts to use or furnishes to another for deceptive use any vital statistics record. NOT VALID IF PHOTOCOPIED. - VALLEY WATtR.OISTRICt boo OAK STREET P. 0. Box g WMBATfllOQCCoLO,. DOM 1j;-. Fxiitiii6feii6insdiitUiiiidbrdiitto9edby.the.ijittildtinconstiudt6gitifarititiE.6shai-wirieplaciidby'theDistikt ItAls ofi§iitilas inabelho.wev&�,the.Grantor-sMll not construct new encingacrbss at n4lit-of. ' Y', '-iWithbut:the.ikeiitenapptavii.bitthe-Mlikt:- vi�y iiieiiiiiidesc , rill)ed 4.dis6 ight- 1 riliddli 614aY shill W I ... flat ial 5 round degirable--for4e iuki complete am, unnioldsted enjoyiiient of the tights- hereinabove described.1i is specifically agreed 1:* . tui . e� . n jher parties that-thadiraittarshall tike -fib actfoh-Whi6h4buld impair:the-earth cbvefoVen6f the lateral or sublacefit i5ii0p6ri lor.any water pipeline or it ii�eisi and appurtenances -within the right -4 -way, provided, however, that upon obtaining the -the Ditlrict,-the earth;cover over any waterpipipeline or lines may be modified, but normally sp;ai�ifi.c.�vei'lt;enloekmission of permissItin uAll-riat bearantedlor, a inodificaddri -involvi" a -cover of We s- than four feet itor grepter than ten -feet measured vertically front the toti ofany.water:pipeline.ot lines; and airy kaflontid undertaken by.Ihe Grikitor would be - upon tin Disttict of the cost 4tinoaltIfts (i fty rat t a pipeline facility n)iid(inecessary by pio�'& lot F�Hblitsement.to the. - 4 -the.'th ange -iodine-Wbtet.oiodiiie-ori�m:as,hueltiiibove�rcqerted to, the general th' ground fi.s.;.Aftoi construction of e except as necessarily modified .to accommodate iouilenaoces..i6 i wbe restored,as nearly as:mO9.1easonAbly be�';tblhe kil conA ion itwas edn'truction.-Ttil'o grade a II shall be-itpl art any excess d earth resulting koM'WtA6bh9%by the iftritt,sholl-be.reinoved from thovight-of-wav at the We expenseof- thON.gtralfiiDistrict agrees thit-kr.a Oeidtl0mywar.f6IloWgeconstruc t ion WhWh-ifivdIveddisltrbance01lfie.iuikce ofthiOrbOM;t trct;AfnaintainihefiUrfacdeWillOnAldWAY01thei6ilbycortectin§6hyget[Iii4orsubsitUrthat " may Occur _;5i:&YP&Ult:PI ilio vv6rk doft',by the -District: :TheGbrigftto'the UhdIsturl6Mo arid ''i�ty6ftlid�'silbl&t.prpipertyinso rasiddh- se occupa -h unth and does'" lief: impair• zny�qraq,-.. . . . . . . . . . . . tise'A occupancy is co"teni Z T Di heiri h bid jiopeityasherWnpfovididlbfin strict mo.propdfl�-adquitej�ftn` gnd.ekeit6 t 9 ti�vthisd subject r '&mlhahl OattmOnC(br."' f theDishict'& Itinctioiis and that thg'4if(&cis;e'df atio .--ard0jo M!4(4:lo�th ' e -D ' istrict:a exercise 0 , rights in -I e ectpraorly.othO thift those retalhM by'. ...uldt a trrithi the sounddiscretiDn of the :.T-he-MtrI0:aqrees to petmiCand authorize such other' uses ol,the.-suW proper . N, not reserved in the Grantor, as %Wl riot. ini#O�:theDidtridt sAdininint 4iii..'upari tbe'paO;mnt-.ofiiasonablticognoefisation lothe-District and uporisuchreasonable'. jterms; limitations; j­..VneceswY ooroti arcy-6f 6iuwqaproperty. r.ihe�purpose oUthr-Ostrict wtthout.URdie or 4 *tVAnjUy-(&dr-inO*mentof thi"estiii -grAn e an Jitleatid intefeit. 9.Ii case the LAstridt-AbIl'abandidti-lis v*triIiOteln ii'd ane . utg,,th.-sam., 2dright :herdundei 91 th4bis'trict. simiai6iase and terminate; and aj,rlj�js-af- ft; Dishikk:seibanclonodiliall cease and termimate,land Ilici . .0 . r . atitoi shall hold . - said. - premises . . ;:as the sarne 6e from the rights so.bbiftdoried and shall b" all matiixlik Any jh te resi,dei ived 6'reu n*'ddt and not owned by the Dittrkt. at the time of - the abandonment of District rights. pr war' -at 6 "and Pro - Io" - 'rhe GriN tprit��!h ebas i4righfanilla lw.a�i64� to make the cahtaltipromises an�.agreq agrees to in ti�i igeicise-of -it's.ricks hi!46fidir 0, any defectiii his title to -the land involved or Ns. 4t to*':nIAe't6 4rant,lhei6na"e contained. tach -and every ohe.:bl -the'benelfiis and burdens o[, this Agreement; shall inure to,and be. binding upon the:. !.•exet .,tots,administrators, : successorsat!, assjgns:61:thi parties hereto. 2cia.1 Tqns.prpaitachLd -hereto the above and.fokegatng constitute the nd 06-adOWOM) tir cliffeiebt OMI binding on any of the pa> tics heretowith respecttothe Aubjkt.malidiafthis instruirienIJ-6 the extent thatanyspeaal provisions attached hereto 11%, -airy hereof, h shall -controland tuperse4e!any 'other. termor ot�ei prom EF. Isuc sDe6al Provisions tirctiiairar 15, DISCLOSURE- STATEMENT 1. Pursuant to C.R.S. 30-10-406(3)(a), all documents received for recording orfiling in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half of an inch; The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. 2. If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the disclosure/withholding provisions of C.R.S. 39-22-604.5 (nonresident withholding). 3. Colorado Division of Insurance Regulation 3-5-1 requires that "every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Attorneys Title Guaranty Fund, Inc, conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, Exception No. 5 will not appear on the Owner's Policy and the Lender's Policy when issued. 4. Pursuant to C.R:S.10-11-122, notice is hereby given that: a) the subject real property may be located in a special taxing district; b) a certificate of taxes due listing each taxing jurisdiction shall be obtained from the county treasurer or the county treasurer's authorized agent; c) information regarding special districts and the boundaries of such districts may be obtained from the board of county commissioners, the county clerk and recorder, or the county assessor. 5. Pursuant to C.R.S.10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B. That such mineral estate may include the right to enter and use the property without the surface owner's permission. 6. Pursuant to Colorado Division of Insurance Regulation 3-5-1, affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single family residence which includea condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's and material -men's liens. D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium, fully executed, indemnity agreements satisfactory to the Company, and any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. 7. Pursuant to C.R.S. 38-35-125(2) no person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a. partof such services until those funds have been received and are available for immediate withdrawal as a matter of right. 8. C.R.S. 39-14102 requires that a Real Property Transfer Declaration accompany any conveyance document presented for recording in the State of Colorado. Said declaration shall be completed and signed by either the grantor or the grantee. 9. Pursuant to C.R.S. 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. 10. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. HeNo.16238 aqpAttorneys Title Guaranty Fund, Inc. Committed to Protecting Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such Information- particularly any personal or financial information. You have a right to know how we will utilize the personal information you provide to us. Therefore, ATGF has adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our agents, or others; and • Information we receive from a consumer -reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our agents or affiliated companies. Such affiliated companies include Attorneys Title Insurance Fund, Inc., ATGF's reinsurer and parent company. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities that need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. 0 POINT BOX, NORTHWEST CORNER, SECTION 2.1 C.W N NI I of A PORTION OF THE W 1/2, SW 1/4, NW 114, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.P. CITY OF LAKE;:WOOD, JEI-FERSON COUNTY, COLORADO ca 44TH AVENUE 5W 1/4, NW 1/4,`°, I RECEPTION NO. 85101336 SECTION 21 -I ------- --- I r I m', 0 m �o I z I � Fri 0 I z I N) A t� cn I � 0 (wn m 0 >u 0 m L4 � ttii z 0 co .I cn m I Ln 0 c -j J o Q mor _ _ -- S,89 5'19" E tAPRON 196 60 _e/AREA OF CONCERN FENCE CORNER IS ° SEE NOTE 1 1.5°S AND 1.0'W OF DETAIL A PROPERTY CORNE::R ; FENCE CORNER IS O.3'SAND 15W OF PROPERTY CORNER �9 z 0 0 ca co -en 0 90 SMALL PILES OF DIRT IN THIS AREA NOT SHOWN FENCE .CORNER IS 1.0'S FENCE, CORNER IS K AND 0.5'E OF 6.2'S AND 2.3'E OF PROPERTY CORNER PROPERTY CORNER • S 8831'52'° W 196.62, —x --X X x— — X--x-..-�,^ W, DETAIL A SCALE 1"=2' DETAIL B SCALE 1"=2' DETA E_ C SCALE ll "=2' LEGEND [T INDICATES RECEPTION NO F1156936 DETAIL C`� — - DETAIL B I `c' 0 LOT UNE OF THIS TRACT OR VERIFICATION OF THE DESCRIPTION SHOWN; —x—xx—x— INDICATES EXISTING FENCE THAT OF ADJACENT TRACTS; INDICATES r•� OR RIGHTS-OF-WAY OF RECORD; INDICATES EXISTING FIRE HYDRANT w INDICATES BRASS CAP IN RANGE INDICATES w POINT BOX WEST 1/4, - -- - — — — - =�y ® CTION 21 ca 0 0 iP e4 S 0 m o r 1 /4, SW 1 /4, SECTION 21 S 89°55'49" W 226.60' DETAIL A SCALE 1"=2' DETAIL B SCALE 1"=2' DETA E_ C SCALE ll "=2' LEGEND [T INDICATES CONCRETE IMPROVEMENTS — - INDICATES EXISTING EASEMENT INDi'CATES LOT UNE OF THIS TRACT OR VERIFICATION OF THE DESCRIPTION SHOWN; —x—xx—x— INDICATES EXISTING FENCE THAT OF ADJACENT TRACTS; INDICATES OVERHEAD UTILITIES & POLE OR RIGHTS-OF-WAY OF RECORD; INDICATES EXISTING FIRE HYDRANT TITLE GUARANTY FUND, INC. COMMITMENT FOR INDICATES EXISTING WATER VALVE O INDICATES SANITARY SEWER MANHOLE 407 EXISTING ELEVATION CONTOURS - -- - — — — - INDICATES SECTION LINE INDICATES 12in CMP PREPARED BY: LANE ENGINEERING SERVICE, INC. 9500 WEST 14TH AVENUE, LAKEWOOD, CO 80215-4716 TEL: (303) 233-4042 FAX: (303) 233-0796 THE NORTH 400 FEET OF THE EAST 196.6 FEET OF THAT PART OF THE WEST ONE HALF OF THE; WEST ONE HALF OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PM„ DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH SIDE OF THE COUNTY ROAD, 1920 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST ONE QUAR WR OF THE SOUTHWEST ONE QUARTER OF SAID SECTION 21; THENCE SOUTH 1920 FEET; THENCE EAST 226.6 FEET; THENCE NORTH 1923 FEET, MORE OR LESS, TO THE SOUTH SIDE OF SAID COUNTY ROAD; THENCE WESTERLY 226.6 FEET, MORE OR LESS TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COORADO. CERMCATION: I HER[BY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE ABOVE DRAWING IS AN ACCURATE DELINEATION OF THE SURVEY OF THE ABOVE: --DESCRIBED TRACT, MADE UNDER MY SUPERVISION AND COMPLETED ON APRIL 5, 2013, AND DOES ACCURATELY DEPICT THE DIMENSIONS OF SAID TRACT, THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, UNLESS OTHERWISE NOTED, WHICH WERE ON THE TRAC' AT THE TIME OF SURVEY, AND THE LOCATION OF ALL EASEMENTS OR RIGHTS--OF-WAY, VISIBLY EVIDENT OR KNOWN TO ME AT THE TIME OF SURVEY. THE NOTES. AS SHOWN HEREON, ARE INCLUDED AND HEREBY MADE A PART OF THIS CERTIFICATE. COLORADO NO!! 1'6937=°= NOTICE':: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS URVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. NOTES: I. THEW: DEED RECORDED IN RECEPTION NO. 84118818 CONTAINS A POINT OF BEGINNING 1920 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 21. THIS POINT WOULD BE APPROXIMATELY 8 FEE f :SOUTH OF THE SOUTH LINE OF THAT 66 FOOT WIDE STRIP OF LAND DESCRIBED IN RECEPTION NO. 85101336 AND IN USE AS WEST 44TH AVENUE RIGHT-OF-WAY. THE DOCUMENT RECORDED IN RECEPTION NO. F1156936 RECITES LINES ALONG THE EXTERIOR OF THIS TRACT DESCRIBED IN RECEPTION NO. 84118818 AND HAS BEEN USED FOR THIS SURVEY. THE AREA OF CONCERN LIES BETWEEN THE NORTH LINE OF THE TRACT DESCRIBED IN RECEPTION NO. 84118818 AND THE SOUTH LINE OF THAT TRACT DESCRIBED IN RECEPTION NO. 85101336. 2• 5/8 INCH DIAMETER IRON REBAR WITH CAP STAMPED "LANE ENG SRV INC 16837" IS SET AT POINT SHOWN THUS: 1 5/8 INCH REBAR WITH CAP STAMPED "BELL SURVEYING LS 7361" RECOVERED AT POINT SHOWN THUS:@ 4. THE BASIS FOR THE BEARINGS SHOWN ON THE ATTACHED SURVEY IS THE ASSUMPTION THAT THE LINE BETWEEN THE NORTHWEST 1/4 CORNER AND THE NORTH CORNI`R OF SECTION 21, BEARS S 00°31'28" E. 5, THE LOCATION OF THE EXISTING FENCES OR OTHER SIMILAR FEATURES DENOTING LINES OF POSSESSION IN THE VICINITY OF THE PERIMETER OF THIS TRACT, AS THE PERIMETER HAS BEEN ESTABLISHED BY THIS DESCRIPTION, MAY INDICATE OWNERSHIP ACQUIRED OR LOST THROUGH UNRECORDED MEANS. AN ATTORNEY SHOULD BE CONSULTED REGARDING THIS MATTER, 6. FENCE CORNER TIES REFER TO APPROPRIATE PROPERTY CORNER. EXAMPLE: "6.2'S AND 2,3"E," INDICATES THAT THE FENCE CORNER IS 6.2 FEET SOUTH AND 2,3 FEET EAST OF THE NEAREST PROPERTY CORNER. 7, All LINEAL DIMENSIONS SHOWN ARE U.S, SURVEY FEET. & THIS SURVEY DOES NOT INCLUDE A TITLE SEARCH BY THIS SURVEYOR TO DETERMINE: A. OWNERSHIP OF THIS TRACT OR VERIFICATION OF THE DESCRIPTION SHOWN; B. THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS; C. EASEMENTS OR RIGHTS-OF-WAY OF RECORD; BUT RELIED ON ATTORNEYS TITLE GUARANTY FUND, INC. COMMITMENT FOR TITLE INSURANCE DATED MARCH 28, 2013, POLICY NUMBER 16238. 9. RI_CEPTION NO. 85000369 REFERED TO IN TITLE COMMITMENT DOES NOT AFFECT THIS °SURVEY. 10. EI,EV'ATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CTAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.=5409.09. HUNDREDS AND THOUSANDS ARE DROPPED FOR CLARITY. PREPARED: 04/05/2013 PROJECT: K118-2 O ZiR>- 0-0 o N o Q O IL M , � C O O 04 (DD O c O N6 `o .D c � Y U D M °' 0) O T MN "0 0 V' 2 co C140- w a W H LA rn �Fd ct WZ� O UFJ' a 0 a� N ►r �arHn�F o (A F-4 4 CA +may W rl q�7;4 EO. F FddE F 0 d U� W .6 a) Gy cl (L' a> y ts0 'O O A O O o4 �C 55OM � � V Q •-` O� � V U Off.' cd fn wo 03 3 a a as .� = s� y v -o vto 0i H w oq4- > N al w f�jj v y, ccs 183- y O 04 2---, � A .4 .0 � � ,3 A y91 o U 0,2 pt o aci C u Cl Cd Iia •.� C> � "C7 � N +y. � yy> s3. p h N y t4 � N +-' '� •0 '''� ,.p.. A .V. x�•, q N ❑ O ca > •�•• ten..) vyi 'C L>'i cpa Q TS •O •b .� p O N -40 � L W � y t7'a `' o a 3 ctl v�• L1 V .Q O y Q C E b e a m e' o E-4 v b a y p 4. N_ 4�r 1. vi y w d y V) •� O 0 CA E al O 0 tj py U of b Cy 0.L b.^ ctl �- 40. e� CCa-int' Q o O .-, T7 p .b 9 ,p y .r 3 _'� •� y y yNy.. O �n > y a� N O R a� F: cc d y O A a O o g J2 y�; y OW 0 y $.cl, W o ca y a y o 4-1 � ani ti m •� � Q � � � � Q, .� A 14 Con F: ev ss p OC,w 04 E R.' 0. v 3 0o a to.OD w m O mm� ib� cpa.ro� e m ��`C`J' ux cn -� 0 Oa Cn LLI . 1��•. a vi W Escrow File No. - 16233 1:11: THE NORTH 400 FEET OF THE EAST 196.6 FEET OF THAT PART OF THE WEST 1/2 OF THE WEST 1/2 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH SIDE OF THE COUNTY ROAD, 1920 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 21; THENCE SOUTH 1920 FEET; THENCE EAST 226.6 FEET; THENCE NORTH 1923 FEET, MORE OR LESS, TO THE SOUTH SIDE OF SAID COUNTY ROAD; THENCE WESTERLY 226.6 FEET, MORE OR LESS TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. � �� � D �D ,� f � ' � I �,�Q � �[ �,� W %f City of Wheatl dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Submittal Checklist—Outline Development Plan Project Name: AA )-' e•%project Location: //SOD 4J 4/`f rw Applicant: 2rr� 4 V Date Submitted: -zo -!�f Project Planner: Fee Paid: 1.1Y iS Neighborhood Meeting Date: The outline development plan (ODP) establishes the planned development zoning, overall development concepts, permitted uses, and development parameters. It also provides a general graphic layout of proposed building pads and proposed circulation concepts. The following items represent a complete ODP application. Application Contents: A complete application for a zone change request to a planned development district shall include: ✓1. Completed, notarized land use application ✓1. Fee v< Proof of ownership (deed) VA L_4. Written authorization from property owner(s) where an agent acts on behalf of the owner(s) Survey of the property 6. Approved legal description of the property in Microsoft Word format 7. Mineral Rights certification form t ck- �,- \,- 8. 17 copies of ODP (sixteen 24"x36" paper copies - one 11"x17" reduction) 9. CD-ROM with digital copy of submittal documents _v1'0. Signed submittal checklist (this form) ✓1'1. A written description of the zone change request to a planned development district; the narrative should include sufficient detail to convey the full intent of the applicant and a justification of why the zone change is appropriate. The narrative should address: • Need for the change of zone. • Present and future effect on the existing zone districts, development and physical character of the surrounding area. • Access to the area, traffic patterns and impact of the requested zone on these factors. • Availability of utilities. • Present and future effect on public facilities and services, such as fire, police, water, sanitation, roadways, parks, schools, etc. • A discussion of the relationship between the proposal and adopted plans and/or policies of the city. Form and content of Outline Development Plan: NOTE: ODP amendments may not require all items listed herein. Required ODP content will be determined at the pre -application meeting. Project Information 1. Title of document (centered at top of page) 2. Complete metes and bounds legal description on the current city datum with proper section and PHAC ties per city geodetic requirements 3. Small scale location map, with north arrow and scale 4. Ownership/unified control statement, if applicable 5. Character of development 6. Name/Address/Phone number(s) of architect and engineer associated with the project 7. Appropriate certification blocks 8. Case history box with reference case numbers 9. Description of amendment, if applicable 10. A note shall be added to any outline development plan which states: "This outline development plan is conceptual in nature. Specific development elements such as site layout and building architecture have not been addressed on this document. As a result, a specific development plan must be submitted and approved by the City of Wheat Ridge prior to the submittal of a right-of-way or building permit application and any subsequent site development. Development Standards The following information may be provided in text and/or table format: 1. List of permitted land uses 2. Maximum building coverage 3. Minimum landscape coverage and open space 4. Minimum lot sizes, dimensions, net density, and gross density 5. Minimum perimeter setback or build -to lines 6. Minimum separation between buildings 7. Maximum building height 8. Standards for signage, lighting, fencing, screening and landscaping 9. Standards for off-street vehicular parking, bicycle parking, and loading 10. Standards for accessory structures and outdoor storage, display, and sales 11. Standards for architecture and site design, if varying from the Architectural and Site Design Manual or other applicable design standards. Property boundary (which corresponds with legal description) with existing/proposed lot lines, easements and rights-of-way with accurate dimensions and existing topography (contours at five foot intervals) Sketch Plan The drawing shall be to -scale, but may be in sketch site plan format. The plan shall include the following: 1. Property boundary (which must correspond to legal description) with existing/proposed lot lines 2. Proposed circulation concepts, including rights-of-way, access points, drive aisles and sidewalks 3. General areas to be used for landscaping, parking, and building pads 4. General areas to be used for drainage, parks, and other areas to be reserved or dedicated to public use 5. Location and type of significant land features within or adjacent to the property, such as irrigation ditches, streams, lakes, and topography 6. Zoning for adjacent properties 7. Adjoining property lot lines, building access, and parking so that development compatibility can be determined 8. Scale and north arrow (scale not to exceed l" = 100') Additional information which may be required: Depending on the size and complexity of the request additional civil documents will be required. The submission of these technical documents will be discussed with the applicant during the pre - application meeting. This includes, but is not limited to, the following documents. Two paper copies plus an electronic file format to be submitted for required documents. 1. Drainage study and plan 2. Traffic impact report 3. Grading plan 4. Geological stability report 5. Floodplain impact report 6. General environmental impact report 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 revisions need to be made a r the second (2nd) full review, 1 will be subject to the applicable resubmittal fee. Signature: Date: Namelease print): G �Ck"� (p p ) k, Phone: Rev. 7/2012 City of ri Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Submittal Checklist—Specific Development Plan Project Name: r,%7 �-� � �� ��,n Project Location: //i lO � Applicant: ✓ � �',�e� qa'Z_ _ Date Submiged: 2-2G) -/r Project Planner: Me -14, -1-4,cr ��,r�- Fee Paid: /, 6 ST, C' After the approval of the outline development plan, a specific development plan (SDP) must be approved before right-of-way or building permit applications may be submitted. The purpose of the specific development plan is to establish a site layout, architectural standards, and building elevations for one (1) or more phases of development and to demonstrate feasibility through preliminary or final engineering. Application Contents: A complete application for a zone change request to a planned development district shall include: Completed, notarized land use application L,/ . Fee Proof of ownership (deed) rvL-4. Written authorization from property owner(s) where an agent acts on behalf of the owner(s) s. Survey of the property 6. Approved legal description of the property in Microsoft Word format 7. 17 copies of SDP (sixteen 24"x36" paper copies - one 11"x17" reduction) 78. CD-ROM with digital copy of submittal documents e vAa , k e \79. Signed submittal checklist (this form) 10. A written description of the proposed development 11. Mineral rights certification form � e, t �= Form and content of Specific Development Plan: NOTE: SDP amendments may not require all items listed herein. Required SDP content will Project Information be determined at the pre -application meeting. 1. Title of document (centered at top of page) _2. Complete metes and bounds legal description on the current city datum with proper section and PHAC ties per city geodetic requirements 3. Small scale location map, with north arrow and scale _4. Ownership/unified control statement, if applicable 5. Name/Address/Phone number(s) of architect and engineer associated with the project _6. Appropriate certification blocks 7. Case history box with reference case numbers 8. Description of amendment, if applicable Site Plan The drawing shall be to -scale, and shall include the following: 1. Property boundary (which corresponds to legal description) with existing/proposed lot lines _2. Proposed locations for landscaping, parking, buildings, and buffering 3. Proposed areas to be used for drainage, parks, and other areas to be reserved or dedicated for public use 4. Existing and proposed circulation system, including roads, rights-of-way, access points, drive aisles, curb, gutter, sidewalks, and pedestrian linkages with accurate dimensions _5. Existing and proposed easements with accurate dimensions 6. Location and type of significant land features within or adjacent to the property, such as irrigation ditches, streams, lakes, and topography _7. Zoning for adjacent properties 8. Adjoining property lot lines, building access, parking, so that development compatibility can be determined _9. Scale and north arrow (scale not to exceed 1" = 100') 10. Project data table (all figures should be square foot and percentage of lot) a. Allowable and proposed building coverage b. Allowable and proposed building height c. Required and proposed building setbacks d. Lot sizes (in square feet and acres) e. Breakdown of exterior use areas (for building, parking, landscaping, etc) f. Breakdown of interior space by use measured in square feet and as a percentage of the total building (e.g. office, warehouse, retail, etc) g. Dimensions of parking stalls (typical and handicapped accessible) h. Required and provided parking spaces based on city standard parking ratios Architectural Information 1. Architectural elevations. Applicants must provide enough information for the review bodies to determine compliance with applicable standards. Architectural elevations shall be of sufficient detail to illustrate the following elements: a. Proposed architectural materials b. Building height and massing c. Character of proposed structures d. Detail or description of architectural design features e. Detail of any trash enclosures f. Scale not to exceed 1" = 100' 2. Aerial perspective. 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: The following supportive information may be required, and the submission of these technical documents will be discussed with the applicant during the pre -application meeting. This includes, but is not limited to, the following documents. Two paper copies plus an electronic file format to be submitted for required documents. 1. Final drainage report and plan 2. Traffic impact report 3. Civil construction plans _4. Stormwater management plan (SWMP) _5. Stormwater operations and maintenance manual (O&M Manual) 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 revisions need to be ma after the second (2"d) full review, I will be subject to the applicable resubi�jlalfee. Sign�U Date: .2- 2-0 -/ V r� Name (please print): Phone: Rev. 7/2012 CORNER, SECTION 21.FOUND 3 1/4" BRASS CAP IN j,NORTHWEST RANGE POINT BOX, CAP STAMPED 'LS 13212." cl T. 0 0 O.—SW 1/4, NW 1/4, SECTION 21 RESIDENTIAL W. 44TH AVENUE v I irEXISTIN WB. GUTTER WAUK— LANDSCAPE PAVEMENT --I� , PAVEMENT I l t l 1500 79,748 sq ft 1.8308 acres I I xl !rl a F w a X11 I z YIa: a PAVEMENT o w PROSPECT LAKE APARTMENTS PLANNED RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN A PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 2 OF 2 LANDSCAPE a U J Q I� N a a 3 a � ACCES ORY EN LOPE z —10 — PARKING a LANDSCAPE DRAINAGE EASEMENT BUILDING ENVELOPE a � I I—GATE—•---- A-1 PARK ADJACENT-SIDE}VALR-- _ SW CORNER, NW 1/4, SECTION 21. w 1 jFOUND 3 1/4" BRASS CAP IN RANGE a n POINT BOX, CAP STAMPED "LS 13212. • M N N, p �2 O O zSW 114 -SW 1/4. - - - -5 8955'4y --W 226 s0' s SECTION 21. ADJACENT PAVEMENT LEGEND - EXISTING ® INDICATES EXISTING BUILDINGS INDICATES CONCRETE IMPROVEMENTS INDICATES GRASS DITCH NO EXISTING EDGE OF PAVEMENT INDICATES LOT LINE INDICATES SECTION UNE INDICATES EXISTING EASEMENT LEGEND -PROPOSED 0 INDICATES PROPOSED BUILDINGS INDICATES PROPOSED EASEMENTS —GATE— INDICATED PROPOSED GATE -----_-.._-.1_11_1._.._ INDICATES PROPOSED CURB & GUTTER 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT ] INDICATES PROPOSED TRASH ENCLOSURE SCALE 1"= 30' 30 0 15 30 REVISED SEPTEMBER 30, 2014 PREPARED: FEBRUARY 3, 2014 PROSPECT LAKE APARTMENTS PLANNED RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN LEGAL DESCRIPTION: THE NORTH 400 FEET OF THE EAST 196.6 FEET OF THAT PART OF THE WEST ONE HALF OF THE WEST ONE HALF OF A PORTION O F THE W 1/2, SW 1/4, NW 1/4, O F SECTION 21, SECTION 21, TOWNSHIP 3 SOUTH, 1 RANGE 9 WEST OF THE 6TH DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. THE SOUTH SIDE OF THE COUNTY ROAD, 1920 FEET NORTH OF THEHE SOUTHWEST CORNER OF THE NORTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SAID SECTION 21; THENCE SOUTH 1920 FEET; THENCE EAST 226.6 FEET; THENCE NORTH 1923 FEET, MORE OR LESS, TO THE SOUTH SIDE OF SAID COUNTY ROAD; THENCE WESTERLY 226.6 FEET, MORE OR CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO LESS TO THE POINT OF BEGINNING. COUNTY OF JEFFERSON, STATE OF COLORADO, CONTAINING AN AREA OF 79,748 SQUARE FEET OR 1.8308 ACRES, MORE OR LESS. SHEET 1 OF 2 OWNERS 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 IAW.I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF A REZONING TO PLANNED DEVELOPMENT, AND APPROVAL OF THIS OUTUNE 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. OWNERS, COUNTY OF JEFFERSON ) ) SS. STATE OF COLORADO ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . 201_ BY TERRY T. KUNZ AND NANCY E. KUNZ. WITNESS MY HAND AND OFFICIAL SEAL: NOTARY PUBUC MY COMMISSION EXPIRES: PERMITTED USES: THIS SITE IS TO CURRENTLY ZONED A-1 AND 15 TO BE REZONED TO P THE SITE IS TO BE DEVELOPED AS NEW CONSTRUCTION CONSISTING 0 39 MULTI -FAMILY UNI XPECTATIONS OF CONTEMPORARY RENTER GARAGES, PARKI SPACE AND ACCESS TO THE ADJACENT CITY'S OPEN SPACE AND PASSIVE ON SIGHT CREATION. METAL SIDED ACCESSORY STRUCTURES ARE NOT PERMITTED. PARKING FOR RECREATIONAL VEHICLES AND WATERCRAFTS ARE NOT PERMITTED ARCHITECT: KUNZ ENTERPRISES 2770 ISABELLE STREET GOLDEN, CO 80401 ENGINEER: HVS ENGINEERING, INC. PROFESSIONAL ENGINEERING SERVICES 9201 WEST TENNESSEE AVENUE LAKEWOOD, CO. 80226 PHONE (303) 940-5807 FAX (303) 940-5803 DEVELOPMENT STANDARDS: PLANNED RESIDENTIAL DEVELOPMENT STANDARDS: LOT SIZE 79,748 SQUARE FEET 1 e NUMBER OF UNITS ALLOWED: 38 MAXIMUM BUILDING COVERAGE: 40% MINIMUM LANDSCAPE COVERAGE: 25% fJ DENSITY ALLOWED: DENSITY: MAXIMUM BUILDING HEIGHT PRIMARY UNITS: MAXIMUM BUILDING HEIGHTS, ACCESSORY STRUCTURES: SETBACK: FRONT REAR SIDES ACCESSORY STRUCTURES SEPARATON BETWEEN BUILDINGS REQUIRED PARKING: 21 UNITS / ACRE 21.3 UNITS / ACRE 35' 15' 25 5 '' 5' 5' B' 2 SPACES PER UNIT + ONE VISITOR PER EACH 10 UNITS NOTES: 1. THE DEED RECORDED IN RECEPTION NO. 84118818 CONTAINS A POINT OF BEGINNING 1920 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 21. THIS POINT WOULD BE APPROXIMATELY 8 FEET SOUTH OF THE SOUTH LINE OF THAT 66 FOOT WIDE STRIP OF LAND DESCRIBED IN RECEPTION NO. 85101336 AND IN USE AS WEST 44TH AVENUE RIGHT-OF-WAY. THE DOCUMENT RECORDED IN RECEPTION NO. F1156936 RECITES LINES ALONG THE EXTERIOR OF THE TRACT DESCRIBED IN RECEPTION NO. 84118818 AND HAS BEEN USED FOR THIS SURVEY. THE AREA OF CONCERN UES BETWEEN THE NORTH UNE OF THE TRACT DESCRIBED IN RECEPTION NO. 84118818 AND THE SOUTH UNE OF THAT TRACT DESCRIBED IN RECEPTION NO. 85101336. 2. 5/8 INCH DIAMETER IRON REBAR WITH CAP STAMPED 'LANE ENG SRV INC 16837' IS SET AT POINT SHOWN THUS: • 3. 5/8 INCH REBAR WITH CAP STAMPED 'BELL SURVEYING LS 7361" RECOVERED AT POINT SHOWN THUS:@ 4. THE BASIS FOR THE BEARINGS SHOWN ON THE ATTACHED SURVEY IS THE ASSUMPTION THAT THE UNE BETWEEN THE NORTHWEST 1/4 CORNER AND THE WEST CORNER OF SECTION 21, BEARS S 00'31'28' E. 5. FENCE CORNER TIES REFER TO APPROPRIATE PROPERTY CORNER. EXAMPLE: '6.2'S AND 2.3'E,' INDICATES THAT THE FENCE CORNER IS 6.2 FEET SOUTH AND 2.3 FEET EAST OF THE NEAREST PROPERTY CORNER. 6. ALL LINEAL DIMENSIONS SHOWN ARE U.S. SURVEY FEET. 7. RECEPTION NO. 85000369 REFERRED TO IN TITLE COMMITMENT DOES NOT AFFECT THIS SURVEY. B. ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.=5409.09. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. 9. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. 10. THIS PARCEL IS LOCATED IN ZONE 'X' SHOWN ON THE F.E.M.A. MAP TITLED 'FLOOD INSURANCE RATE MAP, JEFFERSON COUNTY COLORADO AND INCORPORATED AREAS, PANEL 194 OF 675, NUMBER 08059C0194E, DATED JUNE 17, 2003.' 11. THIS SURVEY DOES NOT INCLUDE A TITh SEARCH BY THIS SURVEYOR TO DETERMINE: A. OWNERSHIP OF THIS TRACT OR VERIFICATION OF THE DESCRIPTION SHOWN; 8. THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS; C. EASEMENTS OR RIGHTS-OF-WAY OF RECORD; BUT RELIED ON ATTORNEYS TITLE GUARANTY FUND, INC. COMMITMENT FOR TITLE INSURANCE DATED MARCH 2B, 2013, POLICY NUMBER 16238. STANDARD DEVELOPMENT NOTES, 1. ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OF THE WHEAT RIDGE CODE OF LAWS. 2 ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 OF THE WHEAT RIDGE CODE OF LAWS. 3. ALL EXTERIOR LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 OF THE WHEAT RIDGE CODE OF LAWS. 4. ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 OF THE WHEAT RIDGE CODE OF LAWS. ALL SIGN AGE SHALL BE IN CONFORMANCE WITH ARTICLE VII OF THE WHEAT RIDGE CODE OF LAWS. 5. ARCHITECTURAL, SITE, WITH AND STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WI THE ARCHITECTURAL AND SITE DESIGN MANUAL (ASOM) AND STREETSCAPE DESIGN MANUAL SURVEYORS 'ATE - 1, STEVEN D. LISTER, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF PROSPECT LAKE APARTMENTS 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. RECOMMENDED FOR APPROVAL THIS CHAIRPERSON COY CERDFlCATON: APPROVED THIS DAY OF COUNCIL. ATTEST COMMUNITY DEVELOPMENTDIRECTOR DAY OF 20_, BY THE WHEAT RIDGE CITY COUNTY OF JEFFERSON ) ) SS. STATE OF COLORADO ) I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT OCLOCK— M. ON THE _ DAY OF . 201_ A.D., IN BOOK . PAGE RECEPTION NO JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY REVISED SEPTEMBER 30, 20141 PREPARED: FEBRUARY 3, 2014 PROJECT: K118-3 GRADING AND EROSION CONTROL (GEC) PLAN GENERAL NOTES 1. THE APPROVAL GRANTED IN WRITING FOR THIS DOCUMENT INDICATES THE CITY OF WHEAT RIDGE PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION, HAS REVIEWED THE DOCUMENT AND FOUND IT IN GENERAL COMPLIANCE WITH THE CITY OF WHEAT RIDGE SUBDIVISION REGULATIONS AND/OR THE URBAN DRAINAGE AND FLOOD CONTRO DISTRICT CRITERIA MANUAL THE CITY OF WHEAT RIDGE ENGINEER, THROUGH ACCEPTANCE OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY (OTHER THAN AS STATED ABOVE) FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. 2. THE ADEQUACY OF THIS GEC PLAN UES WITH THE ENGINEER OF RECORD. F F 3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF WHEAT RIDGE ENGINEERING DIVISION. 11550 WEST 44TH AVENUE CITY OF WHEAT RIDGE RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE GEC PLAN. A PORTION OF THE W 1/2, SW 1/4, NW 1 /4, OF SECTION TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE JEFFERSON COUNTY COLORADO CONSTRUCTION PLANS COVER SHEET PROSPECT PARK APARTMENTS 4. THE PLACEMENT OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE - ACCEPTED GEC PLAN AND THE URBAN DRAINAGE AND FLOOD CONTROL MANUAL 5. ANY VARIATION IN MATERIAL, TYPE OR LOCATION OF EROSION AND SEDIMENT CONTROL BMPs FROM THE CITY OF WHEAT RIDGE - ACCEPTED GEC PLAN WILL REQUIRE APPROVAL FROM AN ACCOUNTABLE REPRESENTATIVE OF THE CITY OF WHEAT RDGE ENGINEERING DIVISION. 6. AFTER THE GEC PLAN HAS BEEN ACCEPTED, THE CONTRACTOR MAY INSTALL THE INITIAL -STAGE EROSION CONTROL AND SEDIMENT CONTROL BMPS INDICATED ON THE ACCEPTED GEC PLAN. 7. THE FIRST BMP TO BE INSTALLED ON THE SITE SHALL BE CONSTRUCRON FENCE, MARKERS, OR OTHER APPROVED MEANS OF DEFINING THE LIMITS OF CONSTRUCTION, INCLUDING CONSTRUCTION LIMITS ADJACENT TO STREAM CORRIDORS AND OTHER AREAS TO BE PRESERVED. 8. THE DEC OPERATOR SHALL STRICTLY ADHERE TO THE CITY OF WHEAT RIDGE -APPROVED LIMITS OF CONSTRUCTION AT ALL TIMES. THE CITY OF WHEAT RIDGE ENGINEERING DIVISION MUST APPROVE ANY CHANGES TO THE LIMITS OF CONSTRUCTIONAND, AT THE DISCRE11ON OF THE ENGINEERING DIVISION, ADDITIONAL EROSION/SEDIMENT CONTROLS MAY BE REQUIRED IN ANY ADDITIONAL AREAS OF CONSTRUCTION. 9. PRIOR TO ACTUAL CONSTRUCTION, THE PERMITTEE SHALL VERIFY THE LOCATION OF EXISTING UTILITIES. FOR INFORMATION, CONTACT THE DENVER INTER -UTILITY GROUP AT 1-800-922-1987 OR FAX AT (303)534-6700. 10. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE UMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS. 11. A COPY OF THE ACCEPTED GEC PLANS SHALL BE ON SITE AT ALL TIMES. 12. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE THROUGH THE CITY OF WHEAT RIDGE -APPROVED ACCESS POINT. A VEHICLE TRACKING CONTROL PAD IS REQUIRED AT ALL ACCESS POINTS ON THE SITE. ADDITIONAL STABILIZED CONSTRUCTION ENTRANCES MAY BE ADDED WITH AUTHORIZATION FROM THE CITY OF WHEAT RIDGE ENGINEERING DIVISION. 13. THE GEC OPERATOR IS RESPONSIBLE FOR CLEANUP OF SEDIMENT OR CONSTRUCTION DEBRIS TRACKED ONTO ADJACENT PAVED AREAS. PAVED AREAS INCLUDING STREETS ARE TO BE KEPT CLEAN THROUGHOUT BUILD -OUT AND SHALL BE CLEANED, HATH A STREET SWEEPER OR SIMILAR DEVICE, AT FIRST NOTICE OF ACCIDENTAL TRACKING OR AT THE DISCRETION OF THE CITY OF WHEAT RIDGE GEC INSPECTOR. STREET WASHING IS NOT ALLOWED. CITY OF WHEAT RIDGE RESERVES THE RIGHT TO REQUIRE ADDITIONAL MEASURES TO ENSURE AREA STREETS ARE KEPT FREE OF SEDIMENT AND/OR CONSTRUCTION DEBRIS. 14. APPROVED EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE GEC OPERATOR SHALL INSPECT ALL BMPs IN ACCORDANCE WITH THE ACCEPTED GEC PLAN. ALL NECESSARY MAINTENANCE AND REPAIR ACTIVITIES SHALL BE COMPLETED WITHIN 48 HOURS FOR LEVEL III VIOLATIONS AND IMMEDIATELY FOR LEVEL II VIOLATIONS OR AS DIRECTED BY THE CIN OF WHEAT RIDGE .ACCUMULATED SEDIMENT AND CONSTRUCTION DEBRIS SHALL BE REMOVED AND PROPERLY DISPOSED OF ON A DAY TO DAY BASIS. 15. TOPSOIL SHALL BE STRIPPED AND STOCKPILED IN THE LOCATION SHOWN ON THE ACCEPTED GEC PLAN. 16. THE ACCEPTED GEC PLAN MAY REQUIRE Q E CHANGES OR ALTERATIONS AFTER APPROVAL TOI MEET CHANGING SITE PROJECT CONDITIONS OR TO ADDRESS INEFFICIENCIES IN DESIGN OR INSTALLATION. THE GEC OPERATOR SHALL OBTAIN PRIOR APPROVAL FROM THE DESIGN ENGINEER AND CITY OF WHEAT RIDGE ENGINEERING FOR ANY PROPOSED CHANGES. 17. NO PERMANENT EARTH SLOPES GREATER THAN 3:1 SHALL BE ALLOWED. 18. LINING OF TEMPORARY SWALES AND DITCHES SHALL BE IN ACCORDANCE WITH THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT MANUAL 19. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE GEC OPERATOR. THE GEC MANAGER SHALL BE HELD RESPONSIBLE FOR OBTAINING ACCESS RIGHTS TO ADJACENT PROPERTY, IF NEEDED, AND REMEDIATING ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, PROPERTIES, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 20.A WATER SOURCE SHALL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND U71UZED AS REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WAND. 21. SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION. NO STOCKPILES SHALL BE PLACED WITHIN ONE HUNDRED (100) FEET OF A DRAINAGE WAY UNLESS APPROVED BY THE CITY OF WHEAT RIDGE ENGINEERING DIVISION. 22. ALL CHEMICAL OR HAZARDOUS MATERIAL SPILLS WHICH MAY ENTER WATERS OF THE STATE OF COLORADO, WHICH INCLUDE BUT ARE NOT LIMITED TO, SURFACE WATER, GROUND WATER AND DRY GULLIES OR STORM SEWER LEADING TO SURFACE WATER, SHALL BE IMMEDIATELY REPORTED TO THE CDPHE PER CRS 25-8-601, AND CITY OF WHEAT RIDGE. RELEASES OF PETROLEUM PRODUCTS AND CERTAIN HAZARDOUS SUBSTANCES LISTED UNDER THE FEDERAL CLEAN WATER ACT (40 CFR PART 116) MUST BE REPORTED TO THE NATIONAL RESPONSE CENTER AS WELL AS THE CDPHE. CONTACT INFORMATION FOR CDHPE, CITY OF WHEAT RIDGE AND THE NATIONAL RESPONSE CENTER CAN BE FOUND IN APPENDIX A. SPILLS THAT POSE AN IMMEDIATE RISK TO HUMAN LIFE SHALL BE REPORTED TO 911. FAILURE TO REPORT AND CLEAN UP ANY SPILL SHALL RESULT IN ISSUANCE OF A STOP WORK ORDER. 23. ALL WORK ON SITE SHALL STAY A MINIMUM OF ONE HUNDRED (100) FEET AWAY FROM ANY DRAINAGE WAY, WETLAND, ETC. UNLESS OTHERWISE NOTED ON AN ACCEPTED CITY OF WHEAT RIDGE GEC PLAN. 24. THE USE OF REBAR, STEEL STAKES OR STEEL FENCE POSTS FOR STAKING OR SUPPORT OF ANY EROSION OR SEDIMENT CONTROL BMP IS PROHIBITED (EXCEPT STEEL TEE -POSTS FOR USE IN SUPPORTING CONSTRUCTION FENCE). 25. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED CONCRETE WASH OUT LOCATIONS ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER SYSTEM IS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP AND DISPOSED AT AN APPROPRIATE LOCATION. 26. ALL DEWATERING ON SITE SHALL BE COORDINATED WITH A CITY OF WHEAT RIDGE GEC INSPECTOR AND BE FREE OF SEDIMENT IN ACCORDANCE WITH THE GEC MANUAL 27. ALL DISTURBED AREAS SHALL BE DRILL SEEDED AND CRIMP MULCHED IN ACCORDANCE WITH THE GEC PLAN WITHIN THIRTY DAYS OF INITIAL EXPOSURE OR WITHIN SEVEN DAYS OF SUBSTANTIAL COMPLETION (AS DEFINED BY CITY OF WHEAT RIDGE) OF AN AREA, WHICHEVER IS LESS. THIS MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. 28. HYDRAULIC SEEDING AND HYDRAULIC MULCHING ARE NOT AN ACCEPTABLE METHOD OF SEEDING OR MULCHING IN CITY OF WHEAT RIDGE. 29. REQUIRED DEWATERING EXCAVATIONS SHALL BE CONDUCTED IN A MANNER THAT AVOIDS POLLUTION AND EROSION. WATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED INTO ANY STATE WATERS INCLUDING WETLANDS, IRRIGATION DITCHES, CHANNELS, OR STORM SEWERS UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE OWNER OR CONTROLLING AUTHORITY AND A COPY OF THIS APPROVAL SUBMITTED TO THE ENGINEER. 30. THE STORMWATER PROGRAM MANAGER MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY TO ASSURE ALL NECESSARY BMPS ARE ADEQUATELY INSTALLED PER THE STORMWATER MANAGEMENT PLAN (SWMP). 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON THE SITE. DISTURBED AREAS NOT YET READY TO BE SEEDED, LANDSCAPED, PAVED OR OTHERWISE STABILIZED SHALL BE WATERED, SPRAYED WITHE A TACKIFIER, MULCHED (WITHOUT SEED) OR RIPPED AS NECESSARY TO EXCLUDE VISIBLE DUST EMISSIONS. 32. AREAS TO BE RE -VEGETATED SHOULD HAVE SOIL CONDITIONS CAPABLE OF SUPPORTING VEGETATION. UNDER CERTAIN CONDITIONS, SOIL AMENDMENTS AND TREATMENTS MAY BE NECESSARY TO PROVIDE AN ADEQUATE GROWTH MEDIUN TO SUSTAIN VEGETATION. SHEET 1 OF 11 VICINITY MAP SCALE:1' = 1000' CONSTRUCTION a EN . THE GENERAL SEQUENCE OF MAJOR ACTIVITIES WALL BE AS FOLLOWS: PHASE I - CONTACT UNCC PRIOR TO ANY WORK AT 811. 1. OBTAIN ALL CITY, STATE, AND FEDERAL PERMITS, INCLUDING STORMWATER DISCHARGE PERMITS FROM THE STATE. 2. INSTALL CONSTRUCTION FENCING OR MARKERS TO DEFINE UMITS OF CONSTRUCTION. 3. INSTALL VEHICLE TRACKING CONTROL AT ENTRANCES. 4. INSTALL PERIMETER SILT FENCE/EROSION LOGS AND ANY TEMPORARY BERMS TO PREPARE FOR CLEARING AND GRUBBING. 5. INSTALL TEMPORARY SEDIMENT BASINS AND/OR SEDIMENT TRAPS, CUT DIVERSION DITCHES TOWARDS SEDIMENT BASINS/TRAPS. CONNECT RISER PIPE TEMPORARILY TO PERMANENT RELEASE STRUCTURE. 6. CLEARING AND GRUBBING AND REMOVAL OF EXISTING STRUCTURES. 7. STRIP AND STOCKPILE TOPSOIL IN A CONTAINED MANNER. STABILIZE STOCKPILES WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN THAT AREA. 8. SITE GRADING. 9. SEED AND CRIMP MULCH ALL AREAS AT FINAL GRADE WITHIN 30 DAYS. PHASE II 1. INSTALL UTILITIES: SEWER, WATER, STORM, CURB AND GUTTER. 2. INSTALL FENCING, DRY UTILITIES, AND WATER TAPS. 3. BEGIN PAVING STREETS/ROADS/PARKING LOTS. 4. CONSTRUCT BUILDINGS. 5. COMPLETE GRADING AND INSTALL PERMANENT SEEDING, BLANKETS AND PLANTINGS. 15. REMOVE ACCUMULATED SEDIMENT FROM BASIN; INSTALL TRICKLE CHANNEL; MODIFY PERMANENT RELEASE STRUCTURE TO FUNCTION AS FINAL DESIGN. 7. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE PERIMETER SILT FENCE, AND RESEED ANY AREAS DISTURBED BY THEIR REMOVAL. B. FINISH WARRANTY WORK. DRAWING NOTE-- THIS OTETHIS PLAN SET WAS PREPARED FOR THE EXPRESS PURPOSE OF REVIEW AND APPROVAL BY THE GOVERNING JURISDICTION. IT IS NOT TO BE USED FOR BIDDING QUANTITIES OR CONSTRUCTION LAYOUT. BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. 21, PLAN SET CONTENTS 1 COVER SHEET 2 HISTORIC DRAINAGE MAP 3 DEVELOPED DRAINAGE MAP 4 SITE PLAN 5 STREET PLAN 6 UTILITY PLAN 7 EROSION CONTROL PLAN 8-9 CONSTRUCTION DETAILS 10-11 EROSION CONTROL DETAILS GENERAL NOTES FOR PRIVATE DEVELOPMENT G Z 1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS. 2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE IS REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. CONTACT THE PUBLIC WORKS DEPARTMENT AT 303.235.2861. ANY WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO ANY WORK COMMENCING. 3. IT SHALL BE THE CONTRACTOR'S RESPONSISIUTY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROBLEM IN CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTON OF THE PROPOSED WORK. IF, IN THE OPINION OF THE CITYS INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTON OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS, OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED TO THE APPROVED PLANS. 5. UTLITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE U71UTIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 811. 6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENT OF CONCRETE. 7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. S. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTEDPROPERTY OPE TY ONIHER S IMPACTED BY THIS ACCESS. ESS. 10. PRIOR TO THE FINAL UFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC U11UTIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE FOR EACH LOT IN SUCH A MANNER THAT WALL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, CURB, GUTTER AND SIDEWALK MEN CONNECTIONS ARE MADE. 11. TWO (2) COPIES OF THE "AS BUILT' PLANS ARE TO BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK: 1 COPY IS TO BE ON 24" X 36" BOND PAPER, AND 1 COPY IS TO BE ON ELECTRONIC MEDIA (CD-ROM OR DVD -ROM) AND IS TO BE IN AN AUTOCAD COMPATIBLE FORMAT (.DXF, .DWG). 12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO THE DESIRED INSPECTION. 13. NO PORTON OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIGNED TO SERVE THE STREET AND/OR DEVELOPMENT HAVE BEEN COMPLETED. 14. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL UFT OF ASPHALT PAVEMENT. MONUMENT HARDWARE SHALL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST. 15. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEVEN (7) DAYS AFTER GRADING IS SUBSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS MAY REQUIRE MULTIPLE MOBILIZATONS FOR SEEDING AND MULCHING. 16. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED WITHIN SEVEN(7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH CITY OF WHEAT RIDGE SEEDING AND EROSION CONTROL REQUIREMENTS. 17. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND NO LESS THAT 100 -FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE SIZED TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 (HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION. 18. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPUED TO DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTON OF THE SITE, OR TO DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TME OF MORE THAN 30 DAYS. 19. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION, AND SHALL BE INSTALLED IMMEDIATELY PER INSTRUCTIONS OF THE CITY INSPECTOR. 17. UTLITY CUTS WITHIN W. 44TH AVENUE ARE UNITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WALL RESULT IN ADDITIONAL ASPHALT MILLING/OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR. ro°UTo� a M 1a�aMo oWusMm rurYaw ro TQ inunoW of I�OQYMIpIM UIYiq Iml®R OILY TR ?NpM ? M G101lDI N N N W E S SCALE 1'= 30' Design LMR Drawn LMR Date: V) ~ LLJ Z Ld Z LL) > Q Q Q � Ld Y J (n F'- W L) Ld O 0- L(7 (n O O 0 Q O J O U LLJ 0 0 Q Ld SHEET 1 OF 11 ., Y Iry ; ,W ruW wsn VI.RIaAUIIp YIYI!! TUT WY Z 811 NOTES: 0 0 0 0 1. MEASUREMENTS FOR CURB AND GUTTER ARE ALONG THE FLOWIJNE. 2. ALL BUILDING GUTTERS ARE TO BE DIRECTED AS SHOWN ON THE DRAINAGE PLAN. ' ""'p1O WD+ow RUTS a¢ow ""�N01O-,r; m au so -vs< wu Da 3. UTILITY CUTS WITHIN WEST 44TH AVENUE ARE LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF _ ea Mm Wa no .omn wns�Tu °a THE CITY INSPECTOR. wnaa° m x N W E S SCALE 1'= 30' Design LMR Drawn LMR Date: V) ~ LLJ Z Ld Z LL) > Q Q Q � Ld Y J (n F'- W L) Ld O 0- L(7 (n O O 0 Q O J O U LLJ 0 0 Q Ld SHEET 1 OF 11 QQE W. 44TH -AVENUE \ , �Sr = EXISTING CURB, GUTTER, x -sr x- r 0_ -= x -sr - r WALKx_sr x -sr x- x -ss NORTHWEST CORNER, SECTION 21. .;-.4g� mss: � b-:q"AS�y H FOUND 3 1/4" BRASS CAP IN 8 Z RANGE POINT BOX, CAP STAMPED FOUND 3 1/4' BRASS CAP IN RANGE "LS 13212.' h m czn \\ l — - - INDICATES SECTION UNE w SWLL1/4, NW 1/4, 3 m �SEyTION � 21 II � QQE W. 44TH -AVENUE \ , �Sr = EXISTING CURB, GUTTER, x -sr x- r 0_ -= x -sr - r WALKx_sr x -sr x- x -ss CONSTRUCTION PLANS HISTORIC DRAINAGE MAP PROSPECT PARK APARTMENTS 11550 WEST 44TH AVENUE A PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 2 OF 11 LEGEND — EXISTING INDICATES CONCRETE IMPROVEMENTS .;-.4g� mss: � b-:q"AS�y H INDICATES GRASS DITCH 8 Z H1 FOUND 3 1/4' BRASS CAP IN RANGE INDICATES EXISTING EDGE OF PAVEMENT r czn \\ l — - - INDICATES SECTION UNE - ---407--- ---- INDICATES EXISTING CONTOURS - — — — - INDICATES EXISTING EASEMENT —x—x—x— INDICATES EXISTING FENCE --pHU— INDICATES EXISTING OVERHEAD UTILITY UNE —x-55— I X -ST— INDICATES EXISTING STORM SEWER LINE —x-w—INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) H5 5 INDICATES EXISTING FIRE HYDRANT H4 INDICATES EXISTING GUY WIRE 7.� INDICATES EXISTING INLET 0410.15 1\ 0.5 \ 0.5 ® \ I A 4 M INDICATES EXISTING TELEPHONE PEDESTAL HISTORIC SUBBASIN BOUNDARY 1 g INDICATES EXISTING WATER VALVE I I INDICATES EXISTING CMP �N 1 IN j X111500 1., 1 79,748 sq ft m ( 1.83 acres C— III H3 \ I \ I \ CONSTRUCTION PLANS HISTORIC DRAINAGE MAP PROSPECT PARK APARTMENTS 11550 WEST 44TH AVENUE A PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 2 OF 11 LEGEND — EXISTING INDICATES CONCRETE IMPROVEMENTS .;-.4g� mss: � b-:q"AS�y H INDICATES GRASS DITCH 8 Z INDICATES PAVEMENT IMPROVEMENTS FOUND 3 1/4' BRASS CAP IN RANGE INDICATES EXISTING EDGE OF PAVEMENT SUBBASIN DESIGNATION INDICATES LOT UNE — - - INDICATES SECTION UNE - ---407--- ---- INDICATES EXISTING CONTOURS - — — — - INDICATES EXISTING EASEMENT —x—x—x— INDICATES EXISTING FENCE --pHU— INDICATES EXISTING OVERHEAD UTILITY UNE —x-55— INDICATES EXISTING SANITARY SEWER UNE X -ST— INDICATES EXISTING STORM SEWER LINE —x-w—INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) H5 5 INDICATES EXISTING FIRE HYDRANT E- INDICATES EXISTING GUY WIRE 7.� INDICATES EXISTING INLET Os INDICATES EXISTING SEWER MANHOLE ® INDICATES EXISTING STORM MANHOLE -� INDICATES EXISTING SIGN M INDICATES EXISTING TELEPHONE PEDESTAL HISTORIC SUBBASIN BOUNDARY INDICATES EXISTING UTIUTY POLE " INDICATES EXISTING WATER VALVE o INDICATES EXISTING CMP VICINITY MAP SCALE:1' - 1000' HISTORIC SITE of .;-.4g� mss: � b-:q"AS�y H .• :.,. 8 Z \ FOUND 3 1/4' BRASS CAP IN RANGE O In . I SUBBASIN DESIGNATION POINT B , CAP STAMPED 'LS 13212.' W AREA IN ACRES H1 10.1 0.6 H 2 MINOR STORM RUNOFF COEFFICIENT 0.1 1.18 .15 MAJOR STORM RUNOFF COEFFICIENT 8 Z Z 0. — — Drawn Al STUDY POINT DESIGNATION H5 5 2.4 PEAK INITIAL STORM DISCHARGE (CFS) 7.� PEAK MAJOR STORM DISCHARGE (CFS) » STORMWATER DISCHARGE TO OFFSITE STORMWATER FLOW DIRECTION --� �- HISTORIC SUBBASIN BOUNDARY VICINITY MAP SCALE:1' - 1000' HISTORIC SITE of .;-.4g� mss: � b-:q"AS�y H .• :.,. N \ FOUND 3 1/4' BRASS CAP IN RANGE O In . I T� POINT B , CAP STAMPED 'LS 13212.' W a H1 10.1 0.6 n '4 0.1 3.9 8!:2 H3 3 8 Z Z VICINITY MAP SCALE:1' - 1000' HISTORIC SITE of U SW COR ER, NW 1/4, SECTION 21. N \ FOUND 3 1/4' BRASS CAP IN RANGE O In . I T� POINT B , CAP STAMPED 'LS 13212.' W a H1 10.1 0.6 n '4 0.1 3.9 8!:2 H3 3 8 Z Z 1-/4—SW 1 /4, — — — _S H3:ai49" JN -228.80_ — — — — Drawn SECTION 21. VICINITY MAP SCALE:1' - 1000' HISTORIC SITE RUNOFF U HISTORIC RUNOFF OFFSITE STUDY x.qr wun eaaw O In . I BASIN POINT 05 0100 THERE IS NO H1 10.1 0.6 HISTORIC RUNOFF H2 2 0.1 3.9 TO THIS SITE FROM OFFSITE. H3 3 0. H4 40.0 Drawn 0.2 H5 5 0.0 i 0.1 TOTAL BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. m N "1+ 1 E S SCALE 1"= 30' 8\V\�►1 U /y11///��/�J x.qr wun eaaw O In . I QWy U N "1+ 1 E S SCALE 1"= 30' F— W QL W :D O Q W Q > � a a 0 Q Q Z U W Y W O J V) U L F— O Ld O W co Lo Lo Z O _ Date: 02/03/2014 SHEET 2 OF 11 U U m 0 C7 e N L) O In . I QWy U W C7 W Q � � O �l Fri 0. Design LMR Drawn LMR F— W QL W :D O Q W Q > � a a 0 Q Q Z U W Y W O J V) U L F— O Ld O W co Lo Lo Z O _ Date: 02/03/2014 SHEET 2 OF 11 NORTHWEST CORNER, SECTION 21. FOUND 3 1/4" BRASS CAP IN RANGE POINT BOX, CAP STAMPED 'LS 13212." SW 1/4. NW 1/4, a SECTION 21 3: A W. 44TH -AVENUE z EXISTIINGG CURB eji%-ST %-S7 - x-si -_x-57-E-SrEx-5 , I 5.0' D 4 0.10 0.16 \ 0.5 --�x i I SETSA PEAK INITIAL STORM DISCHARGE (CFS) 406.25 DEVELOPED RUNOFF OFFSITE 0.1 B E III , D I r � a .0ffi 0. 0.5 s 0 I I ` \ I� INDICATES TOP OF POND (TOP) VW -- ---- _ \\ I bl t3 FF .0' STORMWATER DISCHARGE TO OFFSITE RIP -RAP D3 1 3 1 I -J d i� 0.06 r i8 o I Vrn _ J 0.34 � 2,087�Q1. Ff. 100 YR+(.11 WO - 9.896CU Fr. POND HWL - 406.0' D PROMDED \WATIM QUAUTY - 2,827 CU. rr. \100 YR + (J) WQ 10,983 CO Fr. FREEBOARD - \ 19.842 CU Fr. CONSTRUCTION PLANS DEVELOPED DRAINAGE MAP PROSPECT PARK APARTMENTS - 11550 WEST 44TH AVENUE ,,-,-,A-PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, -X-65 X -SS -,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. ""_ °"- CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 3 OF 11 5.0' ETBACK SUBBASIN DESIGNATION AREA IN ACRES D MINOR STORM RUNOFF COEFFICIENT 0, �, MAJOR STORM RUNOFF COEFFICIENT 6' SOIL & GRASS U. TYPE "L' SITE O 9' RIPRAP #11500 W, 44TH AVENUE r i Q STUDY POINT DESIGNATION 16" il'PE 2 79,748 sq ft 9" MIN' BEDDING 1.83 acres - PROPOSED INDICATES PROPOSED CONTOURS D 4 0.10 0.16 \ 0.5 FOR RUNOFF PEAK INITIAL STORM DISCHARGE (CFS) 406.25 DEVELOPED RUNOFF OFFSITE INDICATES PROPOSED SANITARY SEWER LINE 3WNSP U INT J. TNI r STUDY BASIN POINT D7 1 O5 3.25 PEAK MAJOR STORM DISCHARGE (CFS) FILTER FABRIC DRI A INDICATES TOP OF POND (TOP) ; -- ---- _ » FF .0' STORMWATER DISCHARGE TO OFFSITE RIP -RAP D3 1 3 1 0.01 0.06 INDICATES PROPOSED HANDICAP PARKING "oc INDICATES PROPOSED HANDICAP PARKING SIGN STORMWATER FLOW DIRECTION N.T.S. 0.06 � 2,087�Q1. Ff. 100 YR+(.11 WO - 9.896CU Fr. POND HWL - 406.0' D PROMDED \WATIM QUAUTY - 2,827 CU. rr. \100 YR + (J) WQ 10,983 CO Fr. FREEBOARD - \ 19.842 CU Fr. CONSTRUCTION PLANS DEVELOPED DRAINAGE MAP PROSPECT PARK APARTMENTS - 11550 WEST 44TH AVENUE ,,-,-,A-PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, -X-65 X -SS -,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. ""_ °"- CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 3 OF 11 5.0' ETBACK SUBBASIN DESIGNATION AREA IN ACRES D MINOR STORM RUNOFF COEFFICIENT 0, �, MAJOR STORM RUNOFF COEFFICIENT 6' SOIL & GRASS U. TYPE "L' SITE O 9' RIPRAP #11500 W, 44TH AVENUE r i Q STUDY POINT DESIGNATION 16" il'PE 2 79,748 sq ft 9" MIN' BEDDING 1.83 acres \ - PROPOSED INDICATES PROPOSED CONTOURS D 4 0.10 0.16 \ 0.5 FOR RUNOFF PEAK INITIAL STORM DISCHARGE (CFS) 406.25 DEVELOPED RUNOFF OFFSITE INDICATES PROPOSED SANITARY SEWER LINE 3WNSP U INT J. INDICATES PROPOSED SANITARY SEWER SERVICE I� STUDY BASIN POINT D7 1 O5 3.25 PEAK MAJOR STORM DISCHARGE (CFS) FILTER FABRIC DRI A INDICATES TOP OF POND (TOP) ; -- ---- _ » FF .0' STORMWATER DISCHARGE TO OFFSITE RIP -RAP D3 1 3 1 0.01 0.06 INDICATES PROPOSED HANDICAP PARKING "oc INDICATES PROPOSED HANDICAP PARKING SIGN STORMWATER FLOW DIRECTION N.T.S. 0.06 0.34 INDICATES INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) WATERLINE (APPROXIMATE LOCATION) INDICATES PROPOSED RIP RAP DEVELOPED SUBBASIN BOUNDARY 0.03 0.18 INDICATES PROPOSED WATER METER 0• INDICATES PROPOSED WATER TEE DETENTION POND VOLUMES 3.52 LOCATION ELEV. RIPRAP SIZE THICKNESS LENGTH WIDTH UTS ' INDICATES z SEWER MANHOLE © INDICATES SPILLWAY 406.25' 9" TYPE "L" 1.3' 4.0' 13.0' �- 0 EXISTING STORM YEAR REQ'D PROVIDED ELEVATION RUNDOWN CHANNEL 407.00' 9" TYPE "L' 1.3' 1.0' 8.0' B INDICATES EXISTING BOTTOM OF POND �Y INDICATES EXISTING WATER VALVE INDICATES EXISTING QUAUTY 4087 *404.5WATER 2,872MAJOR STORM 9,896 10,953FREEBOARD 19842 \ - PROPOSED INDICATES PROPOSED CONTOURS D 4 0.10 0.16 \ 0.5 SPILLWAY DEVELOPED SITE RUNOFF INDICATES PROPOSED FLOWLINE 406.25 DEVELOPED RUNOFF OFFSITE INDICATES PROPOSED SANITARY SEWER LINE 3WNSP U INT J. INDICATES PROPOSED SANITARY SEWER SERVICE ~ \ STUDY BASIN POINT D7 1 O5 3.25 Q100 7.36 THERE IS NO DEVELOPED RUNOFF DRI A INDICATES TOP OF POND (TOP) ; D2 2 0.17 0.89 TO THIS SITE FROM OFFSITE. FF .0' 404. INDICATES PROPOSED CURB STOP D3 1 3 1 0.01 0.06 INDICATES PROPOSED HANDICAP PARKING "oc INDICATES PROPOSED HANDICAP PARKING SIGN N D4 4 0.06 0.34 INDICATES INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) WATERLINE (APPROXIMATE LOCATION) INDICATES PROPOSED RIP RAP DS 5 0.03 0.18 INDICATES PROPOSED WATER METER 0• INDICATES PROPOSED WATER TEE g TOTAL 3.52 8.63 INLET UTS ' INDICATES z SEWER MANHOLE © INDICATES EXISTING Y �- 0 EXISTING SIGN ® INDICATES FF- 408.3' \ FF- 408.3' DIRECTDIRECT )OWINSPOUTS OWNSPOL INTO POND - Tn cnN <I��.- LEES_a''DALTGI{.61TCH=__- _ _ _ I SW COR TER, NW 1/4, SECTION 21. \ FOUND 3 1/4" BRASS CAP IN RANGE w POINT B CAP STAMPED "LS 13212." a N g� 1,(4_SW 1/4, - - - B9'55-49"JN _?2650_- Q - SECTION 21. II POND INFLOW EMERGENCY OVERFLOW SITE SITE LOYSTUDY BASIN POINT 05 0100 BASIN POINT pOVER D1 1 1 1 3.25 7.38 D1 1 6 14.8 �3.O"MDE SPILLWAY, LEV 406.25' QB CCkL � TYPE "" RIPRAP ]NC1 X 13.0' WIDE X 1.3' DEEP. CHANNEL NOTE RUNDOWN CHANNEL INVERT = 407.0' 9 INCH - TYPE "L" RIPRAP 1' LONG X 8.0' WIDE X 1.3' DEEP. LEGEND - PROPOSED INDICATES PROPOSED CONTOURS - - - - - INDICATES PROPOSED EASEMENTS --------- INDICATES PROPOSED FLOWLINE �-5 INDICATES PROPOSED SANITARY SEWER LINE S INDICATES PROPOSED SANITARY SEWER SERVICE - P -w INDICATES PROPOSED WATER LINE v� INDICATES PROPOSED WATER SERVICES --------- INDICATES PROPOSED CURB B GUTTER --�' _ HWL,POND INDICATES TOP OF POND (TOP) -"-"-"- - - -" - - -- INDICATES 100 -YEAR HIGHWATER LINE (HIL) ®m INDICATES PROPOSED CHASE 404. INDICATES PROPOSED CURB STOP OVERHEAD UTIUTY LINE INDICATES PROPOSED FIRE HYDRANT EMERGENCY OVERFLOW SCALE: 1'-5' INDICATES PROPOSED HANDICAP PARKING "oc INDICATES PROPOSED HANDICAP PARKING SIGN INDICATES INDICATES PROPOSED HANDICAP RAMP ® INDICATES PROPOSED SEWER MANHOLE INDICATES INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) WATERLINE (APPROXIMATE LOCATION) INDICATES PROPOSED RIP RAP 0 INDICATES PROPOSED GATE VALVE ® INDICATES PROPOSED WATER METER INDICATES INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT m INDICATES SHEET NUMBER VICINITY MAP SCALE:1" = 500' POND: A PROFESSIONAL GENTECHNICAL ENGINEER IS TO BE CONSULTED FOR FOR SOIL AND ROCKS TO BE INSTALLED AT THE BOTTOM OF THE POND. 9E�lIABIL ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. CUr„rr ARE FOR INFORMATION ONLY AND NOT TO BE USED FOR ESITMATING PURPOSES, CUT: 873 CU. YD FILL: 1,630 CU. YD NET - 756 CU YD FILL W TOP OF BERM INV=407.0' LOT UNE U z GRASS LINED EMERGENCY EXISTING GROUND aoe' SECTION OVERFLOW NOTCH - -107- -- HIGHWATER LINE 406.0' 406.25' z - - - - - ELEV = 404.5 EXISTING --�' _ HWL,POND 906 - iar r BOTTOM OF POND tD / FENCE 06.0' 404. EXISTING OVERHEAD UTIUTY LINE x -SS EMERGENCY OVERFLOW SCALE: 1'-5' EXISTING W - EXISTING INDICATES LOT UNE U z EXISTING DITCH o EXISTING GROUND aoe' SECTION TOP OF POND 407.0' - -107- -- HIGHWATER LINE 406.0' EXISTING CONTOURS - - - - - ELEV = 404.5 EXISTING CROSS SECTION POND A -A SCALE 1" = 5' LEGEND - EXISTING INDICATES LOT UNE U z - - - INDICATES SECTION UNE - -107- -- INDICATES EXISTING CONTOURS - - - - - INDICATES EXISTING EASEMENT -x -x -X- INDICATES EXISTING FENCE p"� INDICATES EXISTING OVERHEAD UTIUTY LINE x -SS INDICATES EXISTING SANITARY SEWER UNE x -ST INDICATES EXISTING STORM SEWER UNE %-W INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) INDICATES EXISTING FIRE HYDRANT E- INDICATES EXISTING GUY WIRE m INDICATES EXISTING INLET 1) INDICATES EXISTING SEWER MANHOLE © INDICATES EXISTING STORM MANHOLE �- INDICATES EXISTING SIGN ® INDICATES EXISTING TELEPHONE PEDESTAL B INDICATES EXISTING UTIUTY POLE �Y INDICATES EXISTING WATER VALVE INDICATES EXISTING CMP NOTES: 1. MEASUREMENTS FOR CURB AND GUTTER ARE ALONG THE FLOWLINE. 2. ALL BUILDING GUTTERS ARE TO BE DIRECTED AS SHOWN ON THE DRAINAGE PLAN. 3. UTILITY CUTS WITHIN WEST 44TH AVENUE ARE LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR. Date: SHEET 3 OF 11 811 O D D D rum s �axvwr; at Yb� U z Cl-~ ro o W C7 N ymj LLJ Fj'j O p U Q Q w0 Z Q 0 tri a p�q o N a U pW C W Design LMR Drawn LMR Date: SHEET 3 OF 11 811 O D D D rum s �axvwr; at Yb� Cl-~ z W LLJ D Z O p W Q Q Q Z Q U U W O Y QJ w Cn p Lij W D U W j U) LLn C) W Date: SHEET 3 OF 11 811 O D D D rum s �axvwr; at Yb� mw `'"t�tL`rw°q NNtlN WATS BFiDW cuL evaa; rou ow Date: SHEET 3 OF 11 NORTHWEST CORNER, SECTION 21. - FOUND 3 1/4" BRASS CAP IN RANGE POINT BOX, CAP STAMPED "LS 13212." SW 1,}'4, NW 1/4, B:SECTIPN 21 SW111/4, NW 1/4, r SEI:TION 21 n z W. 44TH AVENUE E.X�I STING CURB, GUTTER x-57 x -51T x -sr x -sr x -sr AN �_W WALK. x_cr ._di- r I - PROPOSED INDICATES PROPOSED BUILDINGS D 5 5 - - - - - x_ss 1-- - --- - INDICATES PROPOSED SANITARY SEWER LINE s -P-w-- o< - X_ss 4.5-H �- 5 NI N I REQUIRED 1 - INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) o N U) - -"--"-'-"--- _- - I� SE. T A Ir b15 4 4. 3 INDICATES PROPOSED CURB STOP N 15.0'1 5.0' 10 GABA n 33 0' $ -1 5' ETBACY I m 1 4 35.9' 13.0 3. 6) 10 ! I � 6• FF- 408.3' INDICATES PROPOSED WATER TEE 30.0' SEVA W Q- ! BUILDING I I It 3.7' 24 23 FT 2,827 CU. Ff. Z82 CU. 10010,8YR + (dl WO - 12 ! 36'-1" BUILDING BUILDING ! 83 AR FT. 25 4 0 FL- F I t FREEBOARD - 19,842 CU FT. P <V BUILDING BUILDING I O O 1D . 20 ' CURB 13.0' 3 l 4 GARAG _ STOP II ^ 8 B 0 30 5 11 I-18.0 m BUILDING, BUILDING B' 6 ° 6 al ii 15 § n im 35 3 I GARAG I n 0) o 1 x 9 36 12 9.2'214% < <- p - 71 BUILDING 4' :11U1.]IN. 37'1I 10'FL Fl 9.2 5 30.0' L 60STO - y�•y/ •01� 28.4' BUILDING N z m 6.0 $.4 - 9 w�gIn M ,z. .0'2 3 FF- 409.0' d - z o 3.6' 45 1 313.0,13.0' 22 h S 3 M CARAG GARA GARAGE GARAGE 0' o _ 2 11 4 7 I -_-- T r I - PROPOSED INDICATES PROPOSED BUILDINGS D 5 5 - - - - - INDICATES PROPOSED EASEMENTS --------- 5 6 10 INDICATES PROPOSED SANITARY SEWER LINE s -P-w-- INDICATES PROPOSED SANITARY SEWER SERVICE X_ss 4.5-H v�-- ! REQUIRED 1 - INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) INDICATES TOP OF POND (TOP) - -"--"-'-"--- _- - j I WATER QUALITY - .-.._.. 2.087 CU. FT. �`1 BUILDIN BUILDING INDICATES PROPOSED CURB STOP j 100 YR '21`7 10 11 HC INDICATES PROPOSED HANDICAP PARKING SIGN 9,998 C,T T INDICATES PROPOSED HANDICAP RAMP ® I I POND HNL - 408.0' INDICATES EXISTING CMP 6) 831 ! 831 FRONDED FF- 408.3' 6• FF- 408.3' INDICATES PROPOSED WATER TEE 30.0' SEVA W Q- ! BUILDING BUILDING m ! FT 2,827 CU. Ff. Z82 CU. 10010,8YR + (dl WO - 12 ! 36'-1" 73 ! 83 AR FT. ! I 1 i FREEBOARD - 19,842 CU FT. I <V LEES AND BAUGH DITCH I N N. SW COR ER, NW 1/4, SEC71ON 21. 1• FOUND 3 1/4" BRASS CAP IN RANGE y7 POINTS", CAP STAMPED "LS 13212." �eM�f 8P S` z V4 -SW t/a. N SECTION 21. CONSTRUCTION PLANS OVERALL SITE PLAN PROSPECT PARK APARTMENTS 11550 WEST 44TH AVENUE A PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 4 OF 11 LEGEND - PROPOSED INDICATES PROPOSED BUILDINGS D INDICATES LOT LINE INDICATES PROPOSED CONTOURS - - - - - INDICATES PROPOSED EASEMENTS --------- INDICATES PROPOSED FLOWLINE -�-s INDICATES PROPOSED SANITARY SEWER LINE s -P-w-- INDICATES PROPOSED SANITARY SEWER SERVICE X_ss INDICATES PROPOSED WATER LINE v�-- INDICATES PROPOSED WATER SERVICES --------- INDICATES PROPOSED CURB & GUTTER - INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) INDICATES TOP OF POND (TOP) - -"--"-'-"--- _- - INDICATES 100 -YEAR HIGHWATER UNE (HWL) e INDICATES PROPOSED CHASE - INDICATES PROPOSED CURB STOP INDICATES EXISTING SEWER MANHOLE INDICATES PROPOSED FIRE HYDRANT �.. INDICATES PROPOSED HANDICAP PARKING HC INDICATES PROPOSED HANDICAP PARKING SIGN INDICATES EXISTING TELEPHONE PEDESTAL INDICATES PROPOSED HANDICAP RAMP ® INDICATES PROPOSED SEWER MANHOLE ® INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) INDICATES EXISTING CMP INDICATES PROPOSED RIP RAP 0 INDICATES PROPOSED GATE VALVE ®l INDICATES PROPOSED WATER METER W INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT ® INDICATES DETAIL NOTE NUMBER, SEE DETAIL SHEETS m INDICATES SHEET NUMBER LEGEND - EXISTING INDICATES EXISTING EDGE OF PAVEMENT INDICATES LOT LINE - - - INDICATES SECTION LINE -407- INDICATES EXISTING CONTOURS - - - - - INDICATES EXISTING EASEMENT -x -x -x- INDICATES EXISTING FENCE OHU INDICATES EXISTING OVERHEAD UTILITY UNE X_ss INDICATES EXISTING SANITARY SEWER LINE x -ST- INDICATES EXISTING STORM SEWER LINE x -w - INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) v INDICATES EXISTING FIRE HYDRANT E- INDICATES EXISTING GUY WARE 7 INDICATES EXISTING INLET © INDICATES EXISTING SEWER MANHOLE ® INDICATES EXISTING STORM MANHOLE INDICATES EXISTING SIGN a INDICATES EXISTING TELEPHONE PEDESTAL H INDICATES EXISITNG UTILITY POLE " INDICATES EXISTING WATER VALVE LMR INDICATES EXISTING CMP SITE #11500 W. 44TH AVENUE 79,748 sq ft 1.83 acres VICINITY MAP SCALE:1" = 500' BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV=5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. CLjT/F CU/FIILLLS ARE FOR INFORMATION ONLY AND NOT TO BE USED FOR ESITMATING PURPOSES. CUT: 673 CU. YD FILL: 1,630 CU. YD NET = 756 CU YO FILL NOTES 1. MEASUREMENTS FOR CURB AND GUTTER ARE ALONG THE FLOWUNE. 2. ALL BUILDING GUTTERS ARE TO BE DIRECTED AS SHOWN ON THE DRAINAGE PLAN. 3. UTIUTY CUTS WITHIN WEST 44TH AVENUE ARE LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR. DETAIL SHEETS SHEET CONSTRUCTION DETAILS (SHEET 08) IC-DO5 C-A01DETACHED WALK SECTION C -B01 4' & 6' CROSS PAN C-001 MOUNTABLE CURB & GUTTER SIDEWALK C -D01 VERTICAL CURB & GUTTER RIP RAP DETAIL C -D02 VERTICAL CURB & GUTTER SIDEWALK COMMERCIAL DRIVEWAY 8 C-DO9 SIDEWALK WITH BACKSIDE FOOTER g C -D10 VERTICAL CURB, GUTTER WALK FOOTING SHEET CONSTRUCTION DETAILS (SHEET 09) C -E01 CONCRETE REPLACEMENT tt C -F02 RAISED WALK C -D07 VERTICAL CURB RAMP (MODIFIED) C -CD3 MOUNTABLE DRIVE CURB CUT 4 S-EO1 ASPHALT DETAIL S -E02 ASPHALT OVERLAY ® C-005 (1) CRT CDOT RAMP C-005 (2) CRT CDOT RAMP C-005 (3) CRT COOT RAMP U-AO1 SIDEWALK CURB CHASE U-AO1 SIDEWALK CURB CHASE SHEET EROSION CONTROL DETAILS (SHEET 10) E-1301 SILT FENCE E-1303 VEHICLE TRACKING CONTROL E-BO6 CONCRETE WASHOUT AREA E-001 INLET PROTECTION (PAGE 1 OF 2) E-CO1 INLET PROTECTION (PAGE 2 OF 2) SHEET EROSION CONTROL DETAILS (SHEET 11) E-807 EROSION CONTROL BLANKET (PAGE 1 OF 2) E -B07 EROSION CONTROL BLANKET (PAGE 2 OF 2) E-002 SEDIMENT LOG E -HOB ROCK SOCK RIP RAP DETAIL N *+ Y E S SCALE 1"= 30' L) F- W LzL1 O z (� Z W Q Q O W Q O W � Y W J QC/)C) J W U W p Q O � W U O = D D o o G% m N U3O 0 � m I aM uoi rOrt a eY�L 'Y q'1Y f'N9' KNOY NNATB BFILW CNL B6VR' YW 010 Date: 02/03/2014 0�---- m�inNG11OA I3.MI u, �I14 `m�hi 1.u;.n'nn wiw a w x o >xa�NaoNa.,aw„KK,a�.� SHEET 4 OF 11 tq p�pqq � SIN, C 0. Design LMR Drawn LMR L) F- W LzL1 O z (� Z W Q Q O W Q O W � Y W J QC/)C) J W U W p Q O � W 811 O = D D o o a_ r s ion armour aM uoi rOrt a eY�L 'Y q'1Y f'N9' KNOY NNATB BFILW CNL B6VR' YW 010 Date: 02/03/2014 0�---- m�inNG11OA I3.MI u, �I14 `m�hi 1.u;.n'nn wiw a �>. a W.,q4 fMl llH � Nonan, mnn, v --_ �a>a•�•�.N >xa�NaoNa.,aw„KK,a�.� SHEET 4 OF 11 NORTHWEST CORNER, SECTION 21. FOUND 3 1/4" BRASS CAP IN RANGE POINT BOX, CAP STAMPED LS 13212.' a o I 161_ SE TION 214 W 1/4, 3 N ,aee' W. 44TH -AVENUE �,•,�uct��. r�- -%I STI�NG CURB, GUTTER CONSTRUCTION PLANS STREET PLAN PROSPECT PARK APARTMENTS - 11550 WEST 44TH AVENUE }—x -BA -PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, .-,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. �'� U— CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 5 OF 11 BUILDING ...................... .f.. 10 Buwwc BUILDING13 % t4 P6.5'WIDE SPILLWAY, LEV 408.50' J I SW COR NW 1/4, SECTION 21. ^ \. )FOUND 3 i/4' BRASS CAP IN RANGE ` y+ POINT B CAP STAMPED "LS 13212.' n z - _ V4�SW 1/4, - - - _ S BB•55.49"JN �2B R0• TYPE 'L" RIPRAP WIDE X 1.3' DEEP. I \� --A LEGEND - PROPOSED ® INDICATES PROPOSED BUILDINGS 1 I INDICATES PROPOSED CONCRETE t'•' :::I 1 9 VICINITY MAP SCALE 1' - 500' INDICATES PROPOSED PAVEMENT INDICATES PROPOSED PATCHBACK r BUILDING WILDING 4 S �.. l_ y 30 4 —p -s I s A - I: - \WILDING BUILDING 8 INDICATES PROPOSED WATER SERVICES --------- INDICATES PROPOSED CURB @ GUTTER LEGEND -EXISTING -'.- INDICATES CONCRETE IMPROVEMENTS INDICATES TOP OF POND (TOP) -"- - - - - - - - INDICATES 100 -YEAR HIGHWATER LINE (HIM-) ® INDICATES PROPOSED CHASE INDICATES PAVEMENT IMPROVEMENTS INDICATES PROPOSED CURB STOP 773 t F.. .:-:u ,, T',•._ INDICATES LOT UNE INDICATES PROPOSED HANDICAP PARKING SIGN ® INDICATES PROPOSED HANDICAP RAMP ® W0.1i; 4QQQI ® INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) uILDWc Vii' T BUILDING a 0 h g t A7. 37 INDICATES PROPOSED WATER METER INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT INDICATES EXISTING SANITARY SEWER UNE 2, ALL BUILDING GUTTERS ARE TO BE DIRECTED AS -ST- INDICATES EXISTING STORM SEWER UNE 0. ''. WILDINW -x-x�- INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) 4.. �r � I � \ 40TPd': LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. F � ADDITIONAL CUTS BEYOND 3 WILL RESULT IN INDICATES EXISTING INLET ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT 1HE 1 4G89Y INDICATES EXISTING SEWER MANHOLE DISCRETION OF THE CITY INSPECTOR. ® 45 GARADE GMAGE 12 14 —� 8 47 ',1 fti 4GP PY ® INDICATES EXISTING TELEPHONE PEDESTAL BUILDING ...................... .f.. 10 Buwwc BUILDING13 % t4 P6.5'WIDE SPILLWAY, LEV 408.50' J I SW COR NW 1/4, SECTION 21. ^ \. )FOUND 3 i/4' BRASS CAP IN RANGE ` y+ POINT B CAP STAMPED "LS 13212.' n z - _ V4�SW 1/4, - - - _ S BB•55.49"JN �2B R0• TYPE 'L" RIPRAP WIDE X 1.3' DEEP. I \� --A LEGEND - PROPOSED ® INDICATES PROPOSED BUILDINGS 1 I INDICATES PROPOSED CONCRETE t'•' :::I INDICATES PROPOSED LANDSCAPE VICINITY MAP SCALE 1' - 500' INDICATES PROPOSED PAVEMENT INDICATES PROPOSED PATCHBACK INDICATES PROPOSED CONTOURS — — — INDICATES PROPOSED EASEMENTS --------- INDICATES PROPOSED FLOWUNE —p -s INDICATES PROPOSED SANITARY SEWER UNE s INDICATES PROPOSED SANITARY SEWER SERVICE P-wINDICATES PROPOSED WATER UNE x� INDICATES PROPOSED WATER SERVICES --------- INDICATES PROPOSED CURB @ GUTTER LEGEND -EXISTING -'.- INDICATES CONCRETE IMPROVEMENTS INDICATES TOP OF POND (TOP) -"- - - - - - - - INDICATES 100 -YEAR HIGHWATER LINE (HIM-) ® INDICATES PROPOSED CHASE INDICATES PAVEMENT IMPROVEMENTS INDICATES PROPOSED CURB STOP INDICATES PROPOSED FIRE HYDRANT FILL' 1,830 CU. YD INDICATES PROPOSED HANDICAP PARKING INDICATES LOT UNE INDICATES PROPOSED HANDICAP PARKING SIGN ® INDICATES PROPOSED HANDICAP RAMP ® INDICATES PROPOSED SEWER MANHOLE ® INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) ® INDICATES PROPOSED RIP RAP 0 INDICATES PROPOSED GATE VALVE ® INDICATES PROPOSED WATER METER INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT SITE X111500 W. 44TH AVE 79,748 sq ft 1.83 acres Fl � C U p�p�pp O pp a Design LMR Drawn LMR H W W O j Z Q Q J a w LU Y W ply,Mgy I(W J p,�rt :YM 077�6M BMW !` j Li V M M1R TO A TGG1� A WOYLT L 0 Q 1-110=2 MiL AIB= !m6 ILL OMMO IAiLgCIIO Y1Y® 11MT YAY ■ U) W TM°a.NGS^ Ln 811 O Of ma6 p Date: 02/03/2074 Gm= YGS,G W SHEET 5 OF 11 VICINITY MAP SCALE 1' - 500' POND: A PROFESSIONAL GENTECHNICAL ENGINEER IS TO BE CONSULTED FOR FOR SOIL AND ROCKS TO BE INSTALLED AT THE BOTTOM OF THE POND. BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.-5409.09 NAVDBEL THOUSANDS HAVE BEEN DROPPED FOR CLARITY. LEGEND -EXISTING -'.- INDICATES CONCRETE IMPROVEMENTS Cd17kk7LL CUTT/FILLS ARE FOR INFORMATION ONLY AND NOT TO BE 0 INDICATES GRASS DITCH USED FOR ESITMATING PURPOSES. 0 INDICATES PAVEMENT IMPROVEMENTS CUT: 873 CU. YD INDICATES EXISTING EDGE OF PAVEMENT FILL' 1,830 CU. YD INDICATES LOT UNE NET - 758 CU YD FILL - - - INDICATES SECTION UNE - -407- INDICATES EXISTING CONTOURS - - - - - INDICATES EXISTING EASEMENT NOTES: -%-X-%- INDICATES EXISTING FENCE 1. MEASUREMENTS FOR CURB AND GUTTER ARE INDICATES EXISTING OVERHEAD UTILITY UNE ALONG THE FLOWLNE. X -,s- INDICATES EXISTING SANITARY SEWER UNE 2, ALL BUILDING GUTTERS ARE TO BE DIRECTED AS -ST- INDICATES EXISTING STORM SEWER UNE SHOWN ON THE DRAINAGE PLAN. -x-x�- INDICATES EXISTING WATERLINE (APPROXIMATE LOCATION) 3. UTIUTY CUTS WITHIN WEST 44TH AVENUE ARE INDICATES EXISTING FIRE HYDRANT LIMITED TO THREE (3) CUTS WITHIN A 250' LENGTH. F INDICATES EXISTING GUY WRE ADDITIONAL CUTS BEYOND 3 WILL RESULT IN INDICATES EXISTING INLET ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT 1HE Z INDICATES EXISTING SEWER MANHOLE DISCRETION OF THE CITY INSPECTOR. ® INDICATES EXISTING STORM MANHOLE —� INDICATES EXISTING SIGN ® INDICATES EXISTING TELEPHONE PEDESTAL IS INDICATES EXISTING UTILITY POLE INDICATES EXISTING WATER VALVE INDICATES EXISTING CMP Fl � C U p�p�pp O pp a Design LMR Drawn LMR H W W O j Z Q Q J a w LU Y W ply,Mgy I(W J p,�rt :YM 077�6M BMW !` j Li V M M1R TO A TGG1� A WOYLT L 0 Q 1-110=2 MiL AIB= !m6 ILL OMMO IAiLgCIIO Y1Y® 11MT YAY ■ U) W TM°a.NGS^ Ln 811 O Of ma6 p Date: 02/03/2074 Gm= YGS,G W SHEET 5 OF 11 NORTHWEST CORNER, SECTION 21. FOUND 3 1/4' BRASS CAP IN RANGE POINT BOX, CAP STAMPED "LS 13212." 31 f�_,SW 1/4, NW 1/4, N I SE�m21 0 D W. 44TH AVENUE z " — — — — — — — — — — —2 0 " EXISTING INLETS — — X6" WET TAP X -Si X -Si %-ST X -ST X -ST X FL 15" CMP=403:17'1' %-Nom--%- 0. x -ss % SS X_g I HYDRANT LINE --------- 3 a I II GARAGE3 ,0' INDICATES PROPOSED SANITARY SEWER SERVICE _. BUILDING BUILDING SE�JA --------- SEWER I INDICATES TOP OF POND (TOP) 5.5'X 9.9'FIRE LINE 1 I I i INDICATES PROPOSED CURB STOP BUILDING BUILDING INDICATES PROPOSED FIRE HYDRANT BUILDING I I I 72 BUILDING BUILDING i i INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) I INDICATES PROPOSED RIP RAP 0INDICATES PROPOSED GATE VALVE I I GARAGE W�W Z 3 INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT x I� (G 3 a a, 2 i I io laj, BUILDING BUILDING B N b I��rcrc I II a I GARAGE LL II - BUILDING BUILDING B — I FIRE�INE s 5.5'X9.5' FIRE 30.g� FIRE CONTROL ROOM I BUILDING _ N 2" W TIR w o 3 SER WINE L, F z 0 EXISTING STORM M ;� MH RIM = 410.24' o dw INVERT = 402.03' GARAGE 11 a i N I 0.0 CAR�CE CAR*GE 6" WATERMAIN .. W 6" PLUG P -W EXISTING INLETS 1WATE ® GRATE = 406.00' I 0 INDICATES PROPOSED LANDSCAPE FL 15" CMP=403:17'1' - 4" `YI LINE MH 1 I -' i s sI --------- INDICATES PROPOSED FLOWUNE -s 10. s INDICATES PROPOSED SANITARY SEWER SERVICE _. BUILDING BUILDING INDICATES PROPOSED WATER SERVICES --------- 10 11 INDICATES TOP OF POND (TOP) 5.5'X 9.9'FIRE INDICATES 100 -YEAR HIGHWATER UNE (HWL) I CONTROL ROO INDICATES PROPOSED CURB STOP INDICATES PROPOSED FIRE HYDRANT BUILDING BUILDING I W 72 13 I i i INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) FLOWLINE CMP 1. 15" 407.58' —T x—x—x—x—x!-88'3152 -x-W-x—x1 2. 15" 407.75 3. 24" 406.53 LEES AND BAUGH DITCH 4. 24" 407.02' x DITCH TOP 409.46' i 24" ----- CMP I I SW CORNER, NW 1/4, SECTION 21. 1 FOUND 311/4* BRASS CAP IN RANGE -W POINT B , CAP STAMPED 'LS 13212.' c2 n F+ %ECTION 1/4 -SW 1/4. S 88:55:49"JN _276BD' 21. x -ss x-ss- i� g 3 N g Z QMH 2 `6' PLUG CONSTRUCTION PLANS UTILITY PLAN PROSPECT PARK APARTMENTS 11550 WEST 44TH AVENUE A PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 6 OF 11 LEGEND - EXISTING [ ;'] INDICATES CONCRETE IMPROVEMENTS •- INDICATES GRASS DITCH INDICATES PAVEMENT IMPROVEMENTS INDICATES EXISTING EDGE OF PAVEMENT INDICATES LOT UNE — - - INDICATES SECTION UNE —407— — INDICATES EXISTING CONTOURS - — — — - INDICATES EXISTING EASEMENT —X—x—x— INDICATES EXISTING FENCE —SHL— INDICATES EXISTING OVERHEAD UTILITY UNE x -ss INDICATES EXISTING SANITARY SEWER UNE —x -IT INDICATES EXISTING STORM SEWER UNE —X-W—INDICATES EXISTING WATERUNE (APPROXIMATE LOCATION) INDICATES EXISTING FIRE HYDRANT E- INDICATES EXISTING GUY WIRE INDICATES EXISTING INLET ® INDICATES EXISTING SEWER MANHOLE © INDICATES EXISTING STORM MANHOLE -� INDICATES EXISTING SIGN B INDICATES EXISTING TELEPHONE PEDESTAL & INDICATES EXISTING UTILITY POLE K�47 INDICATES EXISTING WATER VALVE INDICATES EXISTING CMP BENICHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. NOTES: 1. MEASUREMENTS FOR CURB AND GUTTER ARE ALONG THE FLOWUNE 2. ALL BUILDING GUTTERS ARE TO BE DIRECTED AS SHOWN ON THE DRAINAGE PLAN 3. UTILITY CUTS WITHIN WEST 44TH AVENUE ARE UMITED TO THREE (3) CUTS "THIN A 250' LENGTH. ADDITIONAL CUTS BEYOND 3 WILL RESULT IN ADDITIONAL ASPHALT MILLING / OVERLAYING, AND OR FULL -DEPTH REMOVAL AND REPLACEMENT AT THE DISCRETION OF THE CITY INSPECTOR. SITE #11500 W. 44TH AVE 79,748 sq ft 1.83 acres LEGEND - PROPOSED INDICATES PROPOSED BUILDINGS ® INDICATES PROPOSED CONCRETE 0 INDICATES PROPOSED LANDSCAPE INDICATES PROPOSED PAVEMENT INDICATES PROPOSED PATCHBACK INDICATES PROPOSED CONTOURS - — — — - INDICATES PROPOSED EASEMENTS --------- INDICATES PROPOSED FLOWUNE -s INDICATES PROPOSED SANITARY SEWER UNE s INDICATES PROPOSED SANITARY SEWER SERVICE P -w INDICATES PROPOSED WATER UNE w� INDICATES PROPOSED WATER SERVICES --------- INDICATES PROPOSED CURB & GUTTER INDICATES TOP OF POND (TOP) - -"- -"- - - - _..-"- INDICATES 100 -YEAR HIGHWATER UNE (HWL) INDICATES PROPOSED CHASE INDICATES PROPOSED CURB STOP INDICATES PROPOSED FIRE HYDRANT INDICATES PROPOSED HANDICAP PARKING oG INDICATES PROPOSED HANDICAP PARKING SIGN W INDICATES PROPOSED HANDICAP RAMP ® INDICATES PROPOSED SEWER MANHOLE INDICATES PROPOSED DUMPSTER LOCATION (APPROXIMATE) INDICATES PROPOSED RIP RAP 0INDICATES PROPOSED GATE VALVE INDICATES PROPOSED WATER METER INDICATES PROPOSED WATER TEE 30.0' SEVA INDICATES 30 FOOT SERVICE EMERGENCY VEHICLE ACCESS EASEMENT 811 D D D D mem �uwuu� " fp1 xxow wurs eaow m N 1ve S SCALE 1"= 30' yy Ga m e V, N m m I ,WZ ttAo 7: w O 53 a M O O a 0. Design LMR Drawn LMR V) ~ W W D O j Q 0 � O J Q O W Lj LLJ � U � W p Q � LU Wo L.L Date: SHEET 6 OF 11 NORTHWEST CORNER, SECTION 21. FOUND 3 1/4" BRASS CAP IN RANGE POINT BOX, CAP STAMPED m "LS 13212.' d, N ;I SW 1114, NW 1/4, r SE TION 21 o i Z \�ar x I CONSTRUCTION PLANS OINLET PROTECTION IS TO BE EROSION CONTROL PLAN �P AT ALL N IITE. IN PROXMITYE OF THIS SITE. PROSPECT PARK APARTMENTS W. 44TH AVENUE i _EXISTING CURB. BUTTER s _ w 11550 WEST 44TH AVENUE PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 7 OF I I TOPSOIL. ' I f �'{ J r) SEmIN - AND M I (SiIN - INCTA i ATON NO c 1. SEE PLAN VIEW FOR: Z LEAST 6 INCHES PRIOR TO SEEDING. THE TOP 6 INCHES OF THE SEED KAW - AREA OF SEEDING AND MULCHING. 41� ✓ CLODS GREATER THAN 2 INCHES. SEEDING OVER ANY COMPACTED DIRECT, OWNSPOUTS ` - TYPE OF SEED MIX (PERMANENT, TEMPORARY, OR LOW -GROWTH). INTO POND PON I] REJECTED. 1 10. SEED IS TO BE APPLIED USING A MECHANICAL DRILL TO A DEPTH OF SF 1/4 INCH. ROW SPACING SHALL BE NO MORE THAN 6 INCHES. • • II SIDEOATS GRAMA STRAW. AT LEAST 50 PERCENT OF THE MULCH, BY WEIGHT, SHALL BE ••• r> RUSSIAN OR CANADIAN THISTLE, COARSE FESCUE, EUROPEAN BINDWEED, JOHNSON GRASS, KNAP WEED AND LEAFY a MECHANICALLY ANCHORED TO A DEPTH OF AT LEAST 2 INCHES. MULCH I SPURGE. 10 11. IF THE PERMITTEE DEMONSTRATES TO THE CITY THAT IT IS NOT ' 3. THE SEEDER SHALL FURNISH TO THE CONTRACTOR A SIGNED NOTES (THIS SHEET) TWO TIMES THE DRILLED RATE, THEN LIGHTLY HARROWED TO PROVIDE I' STATEMENT CERTIFYING THAT THE SEED FURNISHED IS FROM A LOT HACHITA COMPACT, THEN MULCHED AS SPECIFIED ABOVE. SF THAT HAS BEEN TESTED BY A RECOGNIZED LABORATORY. SEED WHICH THICKSPIKE WHEATGRASS INITIAL EXPOSURE OR 7 DAYS AFTER GRADING IS SUBSTANTIALLY PNCS HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED IN TRANSIT OR IN \ = REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. x STORAGE WALL NOT BE ACCEPTABLE. SEED TICKETS SHALL BE 10 14. TACKIFIER SHOULD BE UTILIZED TO HELP NTH STRAW DISPLACEMENT. GREEN NEEDLEGRASS PROVIDED TO THE CITY UPON REQUEST. E 10 1 A SA PRYOR PNCB 5 4. DRILL SEEDING MIX SHALL CONFORM TO THE TABLE ON THE RIGHT: STREAMBANKSODAR PNCS 5. IF THE SEED AVAILABLE ON THE MARKET DOES NOT MEET THE MINIMUM 0.6 WI1EATGRASS PURITY AND GERMINATION PERCENTAGES SPECIFIED, THE SUBCONTRACTOR MUST COMPENSATE FOR A LESSER PERCENTAGE OF PURITY OR GERMINATION BY FURNISHING SUFFICIENT ADDITIONAL SEED TO EQUAL THE SPECIFIED PRODUCT. THE TAGS FROM THE SEED MIXES ri MUST BE SUPPLED TO CONTRACTOR AND FORWARDED TO THE CITY yy(, GESC INSPECTOR. 6. THE FORMULA USED FOR DETERMINING THE QUANTITY OF PURE LIVE SEED (PLS) SHALL BE (POUNDS OF SEED) X (PURITY) X (GERMINATION) s _ w 11550 WEST 44TH AVENUE PORTION OF THE W 1/2, SW 1/4, NW 1/4, OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO SHEET 7 OF I I n TOPSOIL. ' I f �'{ J r) SEmIN - AND M I (SiIN - INCTA i ATON NO c 1. SEE PLAN VIEW FOR: Z LEAST 6 INCHES PRIOR TO SEEDING. THE TOP 6 INCHES OF THE SEED KAW - AREA OF SEEDING AND MULCHING. 41� ✓ CLODS GREATER THAN 2 INCHES. SEEDING OVER ANY COMPACTED DIRECT, OWNSPOUTS ` - TYPE OF SEED MIX (PERMANENT, TEMPORARY, OR LOW -GROWTH). INTO POND PON I] REJECTED. 1 10. SEED IS TO BE APPLIED USING A MECHANICAL DRILL TO A DEPTH OF SF 1/4 INCH. ROW SPACING SHALL BE NO MORE THAN 6 INCHES. • • 2. ALL BRANDS FURNISHED SHALL BE FREE FROM ALL NOXIOUS SEEDS INCLUDING SIDEOATS GRAMA STRAW. AT LEAST 50 PERCENT OF THE MULCH, BY WEIGHT, SHALL BE ••• r> RUSSIAN OR CANADIAN THISTLE, COARSE FESCUE, EUROPEAN BINDWEED, JOHNSON GRASS, KNAP WEED AND LEAFY a MECHANICALLY ANCHORED TO A DEPTH OF AT LEAST 2 INCHES. MULCH I SPURGE. 10 11. IF THE PERMITTEE DEMONSTRATES TO THE CITY THAT IT IS NOT ' 3. THE SEEDER SHALL FURNISH TO THE CONTRACTOR A SIGNED NOTES (THIS SHEET) TWO TIMES THE DRILLED RATE, THEN LIGHTLY HARROWED TO PROVIDE I' STATEMENT CERTIFYING THAT THE SEED FURNISHED IS FROM A LOT HACHITA COMPACT, THEN MULCHED AS SPECIFIED ABOVE. SF THAT HAS BEEN TESTED BY A RECOGNIZED LABORATORY. SEED WHICH THICKSPIKE WHEATGRASS INITIAL EXPOSURE OR 7 DAYS AFTER GRADING IS SUBSTANTIALLY PNCS HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED IN TRANSIT OR IN \ = REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. x STORAGE WALL NOT BE ACCEPTABLE. SEED TICKETS SHALL BE 10 14. TACKIFIER SHOULD BE UTILIZED TO HELP NTH STRAW DISPLACEMENT. GREEN NEEDLEGRASS PROVIDED TO THE CITY UPON REQUEST. E 10 1 A SA PRYOR PNCB 5 4. DRILL SEEDING MIX SHALL CONFORM TO THE TABLE ON THE RIGHT: STREAMBANKSODAR PNCS 5. IF THE SEED AVAILABLE ON THE MARKET DOES NOT MEET THE MINIMUM 0.6 WI1EATGRASS PURITY AND GERMINATION PERCENTAGES SPECIFIED, THE SUBCONTRACTOR MUST COMPENSATE FOR A LESSER PERCENTAGE OF PURITY OR GERMINATION BY FURNISHING SUFFICIENT ADDITIONAL SEED TO EQUAL THE SPECIFIED PRODUCT. THE TAGS FROM THE SEED MIXES ri MUST BE SUPPLED TO CONTRACTOR AND FORWARDED TO THE CITY GESC INSPECTOR. 6. THE FORMULA USED FOR DETERMINING THE QUANTITY OF PURE LIVE SEED (PLS) SHALL BE (POUNDS OF SEED) X (PURITY) X (GERMINATION) POUNDS OF PURE UVE SEED (PLS). 7. PERMANENT SEED MIX SHALL BE USED UNLESS OTHERWISE APPROVED DIREC BY THE CITY. WNSP U IN 1 6. ALL AREAS TO BE SEEDED AND MULCHED SHALL HAVE NATIVE TOPSOIL DRI A ;; 3 OR APPROVED SOIL AMENDMENTS SPREAD TO A DEPTH OF AT LEAST 6 INCHES (LOOSE DEPTH). HAUL ROADS AND OTHER COMPACTED AREAS SHALL BE LOOSENED TO A DEPTH OF 6 INCHES PRIOR TO SPREADING n TOPSOIL. c 9. SOIL IS TO BE THOROUGHLY LOOSENED (TILLED) TO A DEPTH OF AT Z LEAST 6 INCHES PRIOR TO SEEDING. THE TOP 6 INCHES OF THE SEED KAW BED SHALL BE FREE OF ROCKS GREATER THAN 4 INCHES AND SOIL 41� ✓ CLODS GREATER THAN 2 INCHES. SEEDING OVER ANY COMPACTED DIRECT, OWNSPOUTS DIRECT OT POUTS. INTO POND PON I] REJECTED. 1 10. SEED IS TO BE APPLIED USING A MECHANICAL DRILL TO A DEPTH OF SF n TOPSOIL. c 9. SOIL IS TO BE THOROUGHLY LOOSENED (TILLED) TO A DEPTH OF AT Z LEAST 6 INCHES PRIOR TO SEEDING. THE TOP 6 INCHES OF THE SEED KAW BED SHALL BE FREE OF ROCKS GREATER THAN 4 INCHES AND SOIL 10 CLODS GREATER THAN 2 INCHES. SEEDING OVER ANY COMPACTED YELLOW INDIANGRASS AREAS THAT HAVEN'T BEEN THOROUGHLY LOOSENED SHALL BE PNWS REJECTED. 1 10. SEED IS TO BE APPLIED USING A MECHANICAL DRILL TO A DEPTH OF SF 1/4 INCH. ROW SPACING SHALL BE NO MORE THAN 6 INCHES. 10 MATERIAL USED FOR MULCH SHALL CONSIST OF LONG-STEMMED SIDEOATS GRAMA STRAW. AT LEAST 50 PERCENT OF THE MULCH, BY WEIGHT, SHALL BE PNWB 10 INCHES OR MORE IN LENGTH. MULCH SHALL BE APPLIED AND 0.9 MECHANICALLY ANCHORED TO A DEPTH OF AT LEAST 2 INCHES. MULCH I SHALL BE APPLIED AT A RATE OF 4000 LB. OF STRAW PER ACRE. 10 11. IF THE PERMITTEE DEMONSTRATES TO THE CITY THAT IT IS NOT WHEATGRASS POSSIBLE TO DRILL SEED, SEED IS TO BE UNIFORMLY BROADCAST AT NOTES (THIS SHEET) TWO TIMES THE DRILLED RATE, THEN LIGHTLY HARROWED TO PROVIDE I' A SEED DEPTH OF APPROXIMATELY 1/4 INCH, THEN ROLLED TO HACHITA COMPACT, THEN MULCHED AS SPECIFIED ABOVE. SF 12. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 30 DAYS OF THICKSPIKE WHEATGRASS INITIAL EXPOSURE OR 7 DAYS AFTER GRADING IS SUBSTANTIALLY PNCS COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS MAY 1 REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. I 13. MULCH SHALL BE APPLIED WITHIN 24 -HOURS OF SEEDING. 10 14. TACKIFIER SHOULD BE UTILIZED TO HELP NTH STRAW DISPLACEMENT. +\ or SF -- - ;� SW CORt•{ER, NW 1/4, SECTION 21. H FOUND 3 1(1/4" BRASS CAP IN RANGE v POINT B , CAP STAMPED "LS 13212.' W a r$ n 8� S 1_/4_SW 1/4. _ - _ S 60•SA'40'-W-226.60'- SECTION 21. PERMANENT DRILL SEEDING MIX SPECIES VARIETY NOTES R IN POUNDS OF PLS BIG BLUESTEM KAW PNWS 10 1.1 YELLOW INDIANGRASS CHEYENNE PNWS 10 1 SWITCHGRASS BLACKWELL PNWS 10 0.4 SIDEOATS GRAMA VAUGHN PNWB 10 0.9 WESTERN ARRIBA PNCS 10 1.6 WHEATGRASS FABRIC NOTES (THIS SHEET) LMR NRIP_RAP BLUE GRAMA HACHITA PNWB 10 0.3 THICKSPIKE WHEATGRASS CRITANA PNCS 10 1 PRAIRIE SANDREED GOSHEN PNWS 10 0.7 GREEN NEEDLEGRASS LODORM PNCB 10 1 SLENDER WHEATGRASS PRYOR PNCB 5 0.6 STREAMBANKSODAR PNCS 5 0.6 WI1EATGRASS TOTAL 1 9.2 TEMPORARY DRILL SEEDING MIX TOTA 13.4 LOW -GROWTH DRILL SEEDING MIX EROSION CONTROL LEGEND E-1301 SILT FENCE SF POUNDS CPCICG yBglEIY NOTES % IN OF PLS CW m I w TEs E-CO1 INLET PROTECTION SMOOTH BROMEGRASS LINCOLN PICS 30 3.9 INTERMEDIATE OAHE PICS 30 4.5 WHEATGRASS ARRIBA PNCS 20 3.2 PUBESCENT FABRIC NOTES (THIS SHEET) LMR NRIP_RAP WHEATGRASS LUNA PICS 30 4.2 ANNUAL RYEGRASS N/A AICB 10 0.8 TOTA 13.4 LOW -GROWTH DRILL SEEDING MIX TOTAL 1 11.0 TOP OF BERM INV -407.0' GRASS LINED EMERGENCY OVERFLOW NOTCH W 406.25' z t- '�.- _ HWL POND ,406..1' BOTTOM OF POND 406.0' 404.5 _ EMERGENCY OVERFLOW SCALE: 1"=5' EROSION CONTROL DETAILS SHEETS EROSION CONTROL LEGEND E-1301 SILT FENCE SF POUNDS CDCNCC VARIETY NOTES % IN OF PLS CW m I w TEs E-CO1 INLET PROTECTION BUFFALOGRASS TEXOKA PNWS 20 3.2 BLUE GRAMA HACHITA PNWB 20 0.6 WESTERN ARRIBA PNCS 20 3.2 WHEATGRASS FABRIC NOTES (THIS SHEET) LMR NRIP_RAP SIDEOATS GRAMA VAUGHN PNWB 20 1.8 THICKSPIKE RUNDOWN CHANNEL 407.00' 9" TYPE "L" 1.3' 1.0' 9.0' WHEATGRASS CRITANA PNCS 10 1 STREAMBANK SODAR PNCS 10 1.2 WHEATGRASS TOTAL 1 11.0 TOP OF BERM INV -407.0' GRASS LINED EMERGENCY OVERFLOW NOTCH W 406.25' z t- '�.- _ HWL POND ,406..1' BOTTOM OF POND 406.0' 404.5 _ EMERGENCY OVERFLOW SCALE: 1"=5' EROSION CONTROL DETAILS SHEETS EROSION CONTROL LEGEND E-1301 SILT FENCE SF CJF E-803 VEHICLE TRACKING CONTROL ac (VTC` wu -- � � � •a�K wm E-1306 CONCRETE WASHOUT AREA CHANNEL NOTE: CW m I w "'RIPRAP E-CO1 INLET PROTECTION 93 P E -D02 SEDIMENT LOG Ty'E 2 �D E -H08 ROCK SOCK 9" R S BEDDING 9 INCH - TYPE "L' RIPRAP N SEEDING MULCHING O SA / AREA Design FABRIC NOTES (THIS SHEET) LMR NRIP_RAP DRAWING NOTE THIS PLAN SET WAS PREPARED FOR THE EXPRESS PURPOSE OF REVIEW AND APPROVAL BY THE GOVERNING JURISDICTION. IT IS NOT TO BE USED FOR BIDDING QUANTITIES OR CONSTRUCTION LAYOUT. AREAS OF CUT / FILLS ARE APPROXIMATE, AND ARE THEREFORE NOT RECOMMENDED FOR BIDDING PURPOSES. BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. CUT�LLLLS ARE FOR INFORMATION ONLY AND NOT TO BE USED FOR ESITMATING PURPOSES. CUT: 873 CU. YD FILL 1,630 CU. YD NET = 756 CU YD FILL SITE #11500 W. 44TH AVE 79,748 sq ft 1.83 acres re wo m moicr wt mmw uiwalgno uwu e T iur a � r ,wr aaaixucma •cllwtt. TO OpN0l0 GY8 MOTE PlE1: 6" SOIL & 0 o D D rv,.a a• �nwiur •�mm " "O1 Vv GRASS iwow wun amv GLL BEFME lql pp wu -- � � � •a�K wm TYPE "L" CHANNEL NOTE: ...�.e ®••� m I w "'RIPRAP RUNDOWN CHANNEL 16' p O Ty'E 2 INVERT = 407.0' 9" MIN BEDDING 9 INCH - TYPE "L' RIPRAP N FILTER 1' LONG X 9.0' WIDE X 1.3' DEEP. Design FABRIC Drawn LMR NRIP_RAP LOCATION ELEV. RIPRAP SIZE THICKNESS LENGTH WIDTH SPILLWAY 406.25' 9" TYPE "L" 1.3' 4.0' 13.0' RUNDOWN CHANNEL 407.00' 9" TYPE "L" 1.3' 1.0' 9.0' DRAWING NOTE THIS PLAN SET WAS PREPARED FOR THE EXPRESS PURPOSE OF REVIEW AND APPROVAL BY THE GOVERNING JURISDICTION. IT IS NOT TO BE USED FOR BIDDING QUANTITIES OR CONSTRUCTION LAYOUT. AREAS OF CUT / FILLS ARE APPROXIMATE, AND ARE THEREFORE NOT RECOMMENDED FOR BIDDING PURPOSES. BENCHMARK ELEVATIONS SHOWN ARE BASED ON THE CITY OF WHEAT RIDGE ELEVATION ON THE BRASS CAP AT THE WEST 1/4 CORNER OF SECTION 21 ELEV.-5409.09 NAVD88. THOUSANDS HAVE BEEN DROPPED FOR CLARITY. CUT�LLLLS ARE FOR INFORMATION ONLY AND NOT TO BE USED FOR ESITMATING PURPOSES. CUT: 873 CU. YD FILL 1,630 CU. YD NET = 756 CU YD FILL SITE #11500 W. 44TH AVE 79,748 sq ft 1.83 acres re wo m moicr wt mmw uiwalgno uwu e T iur a � r ,wr aaaixucma •cllwtt. TO OpN0l0 GY8 MOTE PlE1: 11�(////�//�. 0 o D D rv,.a a• �nwiur •�mm " "O1 Vv '� -4 n -t iwow wun amv GLL BEFME lql pp wu -- � � � •a�K wm � a au�n au ra nu d 6t�eIR4 �u�w �:-ski n°Lil .rtnssnr a ...�.e ®••� N w � � s SCALE 1"= 30' ~ W z D O LLJ zo LLJ a o > cj� Q Q O O Q ~ U U C) LLJ Lj Z Q f- CD ~ U W LLJ O Ln Q W a - Date: 02103120141 SHEET 7 OF 11 U U IS44 N CO m I w Z p O z rA c � N Design LMR Drawn LMR ~ W z D O LLJ zo LLJ a o > cj� Q Q O O Q ~ U U C) LLJ Lj Z Q f- CD ~ U W LLJ O Ln Q W a - Date: 02103120141 SHEET 7 OF 11 EMsrwe I yr LEDEN-7-P-�' rMN € h oEralL A r...saT JOINTS E rv*SEcnON SF i:SILT FENCE 4 CITY OF WHEAT RIDGEE-601 SILT FENCE x �q�DEPT. OF PUBLIC WORKS SILT FENCE ENGINEERING DIVISION -- — — — : SECTION A �v�atc s ,PROMGTIDN C3 -1 ® of UL CITY OF WHEAT RIDGE E-001 INLET PROTECTION Co - DEPT. OF PUBLIC WORKS INLET PROTECTION E ENGINEERING DIVISION SHEET 1 OF 2 SECTION A SI1Pf VRA .swcx tic CONTROL CITY OF WHEAT RIDGE°ETA" E -B03 VTC 3E;E DEPT.OF PUBLIC WORKS VEHICLE TRACKING CONTROLINE ENGINEERG DIVISION INTERIM CONFIGURATION SECRON A �eEP �viNw�tET-PLwI ,o,,,,u„ STREET INLET IN SUMP (AFTER PAVINGI-PIAN z•S�C�IO�N B STREET INLET ON CrNTINW US GRADE SECTION C SEE E -II .GOOK SOCK FOR DETgiL I P JDINTDETAIL INLET PROTECTION CITY OF WHEAT RIDGE _FPROTECTION PROTECTION DETAIL ODE DEPT. OF PUBLIC WORKS INLET PROTECTION E ENGINEERING DIVISION SHEET, OF, L B PERIMETERS GROLND SURFACE �– 12"MIN COMPACTEDEMBANKMENT 31 OOR"" MATERULL, rvP. B _S StOPF.S ORAS REQUIRED TO CONTAINWASTECONCRETE T— •. WCDN RETE WAsmmrXFEA Drawn CITY OF WHEAT RIDGE E -B06 CONC. WASHOUT DETAIL CDOE coo _ OF PUBLIC WORKS ENGINEERING CONCRETE WASHOUT AREA E DIVISION ��DEPT. U) C YY _J CONCRETE WASHOUT AREA P 93 INLET PROTECTION ROCK SOCK SF -o-a SILT FENCE SEDIMENT CONTROL LOG vTC' VEHICLE TRACKING CONTROL DETAIL .EET& SHEET CONSTRUCTION DETAILS (SHEET 08) IC-DO5 C-AO1 DETACHED WALK SECTON C-801 4' & 6' CROSS PAN C-001MOUNTABLE CURB & GUTTER SIDEWALK C-DO1 VERTICAL CURB & GUTTER RIP RAP DETAIL C -D02 VERTICAL CURB & GUTTER SIDEWALK COMMERCIAL DRIVEWAY a C- D09 SIDEWALK WITH BACKSIDE FOOTER g C -D10 VERTICAL CURB, GUTTER WALK FOOTING SHEET CONSTRUCTION DETAILS (SHEET 09) C-EO1 CONCRETE REPLACEMENT tt C -F02 RAISED WALK C -D07 VERTICAL CURB RAMP (MODIFIED) C-CO3 MOUNTABLE DRIVE CURB CUT a S-EO1 ASPHALT DETAIL S -E02 ASPHALT OVERLAY ® C-005 (1) CRT COOT RAMP C-005 (2)CRT CDOT RAMP C- C05 (3) CRT CDOT RAMP U-AO1 SIDEWALK CURB CHASE U -A01 SIDEWALK CURB CHASE SHEET EROSION CONTROL DETAILS (SHEET 10) E -B01 SILT FENCE E-BO3 VEHICLE TRACKING CONTROL E -BOB CONCRETE WASHOUT AREA E -COI INLET PROTECTION (PAGE 1 OF 2) E -COI INLET PROTECTION (PAGE 2 OF 2) SHEET EROSION CONTROL DETAILS (SHEET 11) E -D02 SEDIMENT LOG E -H08 ROCK SOCK RIP RAP DETAIL Design LMR Drawn LMR U) I— Z LLI w O J Q a- Q C) O Q O Q O J O W U Y L LLJ U U � LLL O Q O (n 0 w (n O ,- a W Date: 07125120141 SHEET 10 OF 11 3B E°ATENDLI ETr'non.(L1 JJJ 1j1j11j 11 11 1111 J1 JJJ a�JFELAJ/>o DETAILO crnnn DIN &DIMEnT 1_c;c 'L—�a Lac N v SECTION B o"vew%"Pvirll w i Lr 1 JJJJ ,�J JJJ JJ J JJJJ JJJJ JJ JJJ JJ J JJJJ JJJJ JJJ PLAN VIEW oG llaT-ATION NOTES M'CONTNOLLODMA f THE LOCATION ANO LENGTN aF SEOIMENi L EOECOPERATO E-EDIMENT�NTRO'. LOGS cnrtaa Lw.FOP - oaLv,aRIN.ANORAFTERL,=.-EVENT%.l ACTIVITIES. IL.ED PRaR To ANr LANODisn3RSINc I IM.1L=D ..=. —L seo`warT"iTOL s. BEOIMENTCwrtROL LaiE SMALL COX9IST OF eTRAw.COMP05'T, OEPTN I9 wrtNINX. THE HEIGM OF THE CREST OE LOO. E%CELG100.0NCOCIXJDTEDER, TH ..-.LEE AT EEO F EAE%IGTE AFTER a. NOi FOR DSE IN OONCENTRATED ttOW AREn6. E INTO THE O�THERwisE ETABILI3EDOINWA MANNER APPROVED BV THE CHI r,RGUNDAMINIM of ,`c�FitiE un .T�ER.F,NE IEL. SEDIMENT CONTROL LOG CITY OF WHEAT RIDGEROCK-SOCK CITY OF WHEAT RIDGE E -D02 SED.LOG DET. OF PUBLIC WORKS °ETA1 uED s. ROCK cone , P ROCK SOCK DETAILS E -SPT. OF PUBLIC WORKS SEDIMEE ENGINEERING DIVISION ENGINEERING DIVISION NT LOG DETAIL SHEETS, SHEET CONSTRUCTION DETAILS (SHEET 08) IC—DO5 C—AO1 DETACHED WALK SECTION C—B01 4'& 6' CROSS PAN C—001 MOUNTABLE CURB & GUTTER SIDEWALK C—DO1VERTICAL CURB & GUTTER RIP RAP DETAIL C—D02 VERTICAL CURB & GUTTER SIDEWALK COMMERCIAL DRIVEWAY 8 C—DO9 SIDEWALK WITH BACKSIDE FOOTER s C—D10 VERTICAL CURB, GUTTER WALK FOOTING SHEET CONSTRUCTION DETAILS (SHEET 09) o C—E01 CONCRETE REPLACEMENT 11 C—F02 RAISED WALK C—D07 VERTICAL CURB RAMP (MODIFIED) C—CD3 MOUNTABLE DRIVE CURB CUT a S—EO1 ASPHALT DETAIL S—E02 ASPHALT OVERLAY ® C—005 (1) CRT CDOT RAMP C—CO5 (2)CRT CDOT RAMP C—005 (3) CRT CDOT RAMP U—AO1SDEWALK CURB CHASE U—A01 SIDEWALK CURB CHASE SHEET EROSION CONTROL DETAILS (SHEET 10) E-801 SILT FENCE E-803 VEHICLE TRACKING CONTROL E-806 CONCRETE WASHOUT AREA E—001 INLET PROTECTION (PAGE 1 OF 2) E-001 INLET PROTECTION (PAGE 2 OF 2) SHEET EROSION CONTROL DETAILS (SHEET 11) E-807 EROSION CONTROL BLANKET (PAGE 1 OF 2) E-807 EROSION CONTROL BLANKET (PAGE 2 OF 2) E—D02 SEDIMENT LOG E-1-108 ROCK SOCK RIP RAP DETAIL 6" SOIL & GRASS TYPE "L' 9' RIPRAP 16" TYPE 2 C W J CONCRETE WASHOUT AREA 9" MIN BEDDING FlLTER FABRIC P K3 INLET PROTECTION Qs HIP=B9� N.T.S. S 1%I ROCK SOCK LOCATIONELEV. RIPRAP SIZE THICKNESS LENGTH WIDTH Sr —oo— SILT FENCE SPILLWAY 406.25' 9" TYPE "L" 1.3' 4.0' 13.0' RUNDOWN CHANNEL 407.00' 9" TYPE "L' 1.3' 1.0' 9.0' (J yyJ,aL SEDIMENT CONTROL LOG vTC` sm VEHICLE TRACKING CONTROL U m � Lcgaj U Cb yy FF w fr7 z!4 -- w o o FN N acm Design LMR Drawn LMR ~ W Z =) O W Z 0 LLJ Q Q Q O Q C) Q O U O W � Y W ~ J (n 0 W U O ~ W Q O (n ` o w O _ IO1 In r W Date: 07/25/2015 SHEET 11 OF 11 ♦��� City of "�qWheat -Midge 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 � v ✓ q/i� / Lc VZ.- Address ?D ITw Phone City nt k1 State Co Zip 9011 e) Fax303-Z3q-/3,13 Owner Address Phone City State Zip Fax Contact /, r i/ Address Phone Cit I State Zip Fax (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 of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): I J.5'0 0 k/, �fr-�> 14 tle"- Cco" Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted. S(Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less) • Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots) O Flood Plain Special Exception O Site Plan approval O Temporary Use, Building, Sign O Lot Line Adjustment O Concept Plan approval O Variance/Waiver (from Section ) O Planned Building Group O Right of Way Vacation O Other: Detailed description of request: �r_.2a��z v' ��3 n 1� a- 37 4-e— ` a Required information: Assessors Parcel Number: '� "-(�b� 0 V Size of Lot (acres or swe footage): ij 04 Current Zoning: Proposed Zoning: Q Current Use: c 4w o Proposed Use: 0 TMt,A*C, 1 certify that the information and exhibits herewith submitted are true and cc to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, with t whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submitpo - -atto ey from the wner which approved of this action on his behalf. Notarized Signature of Applic t State of Colorado } ss KIM WAGGONER County of Jefferson NOTARY PUBLIC The foreg inp�}nstrument Land Use Processing Application) was acknowledged STATE OF COLORADO `tom Not>iy ID 20134045618 b e�thi day of 20LA by 1 �1L My CommisWn Expires 0711912617 No ary Public a My commission a res b1 / I /2012 To be filled out by staff: Date received Comp Plan Design. Related Case No. Fee $ Receipt No. Pre -App Mtg. Date. Case No. Quarter Section Map Case Manager Case No. WZ1402 Date Received 2/20/2014 Related Cases Case D escriptiorJR'Re­q-ue'st for —zone change from RC to PR- b- with an 0 D P. i �Wb 403 rr Case Planner [�—eckert Address Street Y.,44thAve. City .Wheat Ridge .... .. State CO ZIP [80033 ......... . .. -.- . ............. Location Description Project Name ........... .................... ................................................... --i—,.1.......1.11 ........ - ............. -- ...................... .......... . ................................ Parcel No Qtr Section District No .1 Parcel No. 39-212-00.'080 . ... .... . . .. ...W ....... Qtr Section: 21 District No.: I 3921200080INW21 liv ; - I I.- .......... . ......... -1 1, -.1- 1-1-11 1( 1-11-1--2 Res k0w AMOUNT ... ................ ,-111-1 1111 Name Name Nancy Kunz Phone J303) 916-9976 Address 2770 Isabel St. city Golden .......... State CO I zip 1AAWMaISOW Comments Report Name Terry Kunz Name N—ancy Kunz F Phone F(3(3j 9-1 6.§q-7671.1 Address 2770 Isabel St. ... . ........ . . ........ . ........... ........................................... city GoldenState . . ... . ........... COIzip 180401- -1-111-m 1,478.75 . . ........ . . - — --------- - . .... ... ------ Name Terry Kun2 Name Nancy K-6-nz. ...... Phone rl(303J 916-997F' Address 2770 Isabel St. City Golden .... ....... . . ................................ . .............. StateCp Zip [80401 - ............ -.111, . ....... .. . ............ Address Street Y.,44thAve. City .Wheat Ridge .... .. State CO ZIP [80033 ......... . .. -.- . ............. Location Description Project Name ........... .................... ................................................... --i—,.1.......1.11 ........ - ............. -- ...................... .......... . ................................ Parcel No Qtr Section District No .1 Parcel No. 39-212-00.'080 . ... .... . . .. ...W ....... Qtr Section: 21 District No.: I 3921200080INW21 liv ; - I I.- .......... . ......... -1 1, -.1- 1-1-11 1( 1-11-1--2 Res k0w AMOUNT FMSD ZONING APPLICATION F Pre -App Date 1 Neighborhood Meeting Date I App No: 1,655.00 Review Type Review Body Review Date Disposition Comments Report Public Hearing .... .. . .... ......... 2'PC 297 ....... .. .. . . .1 1J blit Hearing 206 1,478.75 . . ........ . . - Res # Ord# i ................... .......................... . ............... Disposition Date CITY OF WHEAT RIDGE 02/20/14 10:30 AN edba Prospect Lake Aparto RECEIPT NO:CDA809588 AMOUNT FMSD ZONING APPLICATION F 1,478.75 zone FMSD ZONING APPLICATION F 1,655.00 zone PAYMENT RECEIVED AMOUNT CK 297 1,655.00 CK 206 1,478.75 TOTAL 3,133.75 Notes Status Open Storage: I-- ...... ................... . Case No. WZ1403 Date Received _ 2/20/2014 Related Cases WZ1402 Case Planner Reckert ... Case DeSQrIptlOnG A,pp.& card /tea Name Terry Kunz Name ;Nancy Kunz Phone (3 30 916-9976 Address 2770 Isabel St Cit y ;Golden ( State CO Zip 180401 ��!/ate F/V,ect/m Nm'?m it Address 11500 Street WW 44th Ave City ,Wheat Ridge State 'CO I Zip 80033 _._ Location Description Project Name Parcel No Qtr Section District No ®; Parcel No. _�. 39.212 00-080 Qtr Section: ;NW21 District No 3921200080 NW21 IV _ _. _..... ......... _..__ .