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HomeMy WebLinkAboutWZ-14-14City of "� Wheat�dge COMMUNITY DEVELOPMENT Memorandum TO: Case File No. WA -15-05 FROM: Meredith Reckert DATE: June 29, 2016 SUBJECT: file closure Case File No.. WA -15-05, a request for a approval of a variance to the 0' to 20' build -to requirement on property located at 12525 W. 32nd Avenue was processed concurrently with WZ- 14-14. All relevant files for Case WA -15-05 can be found in the case file for Case No. WZ-14-14. Meredith Reckert From: Gerald Dahl <gdahl@mdkrlaw.com> Sent: Tuesday, October 20, 2015 11:15 AM To: Meredith Reckert; Kenneth Johnstone; Scott Brink Cc: Mark Westberg; Dave Brossman Subject: RE: Roberta Rivera Other than telling him what the public process is for review of the fueling station application, I think there is not much to say. Are there any current plans for acquiring any additional right of way, etc., in the area? We certainly cannot make any assurances about future development, and will not do so. Gerald E. Dahl gdah a,mdkrlaw. com Direct: 303-493-6686 Murray Dahl Kuechenmeister 8v Renaud LLP 1530 16th Street, Suite 200 Denver, CO 80202 Phone: 303-493-6670 Fax: 303-477-0965 www.mdkrlaw.com This electronic mail transmission and any accompanying documents contain information belonging to the sender which may be confidential and legally privileged. If you are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution or copying of this e-mail, and any attachments thereto, is strictly prohibited. If you have received this e-mail in error, please notify me immediately by telephone or e-mail and destroy the original message without making a copy. Thank you. From: Meredith Reckert [ma iIto: mreckert(a)ci.wheatridge.co. us] Sent: Tuesday, October 20, 2015 9:16 AM To: Kenneth Johnstone; Scott Brink; Gerald Dahl Cc: Mark Westberg; Dave Brossman Subject: Roberta Rivera Gentlemen I received this certified letter last week regarding the property at 12550 West 32nd Avenue. Thoughts? Thanks! Meredith Meredith Reckert, AICP Senior Planner 7500 W. 29`h Avenue Wheat Ridge, CO 80033 THE G WINN LAW FIRM, LLC A T T Q R N E Y S A T L A W October 12, 2015 V VIA CERTIFIED & U.S. MAIL City of Wheat Ridge Meredith Reckert, AICP 7500 W 29`1i Ave., 2°d Floor vV 11Cti 1. 1\ii:;SC, v0 vv v.�J RE: ASSURANCES REGARDING FUTURE DEVELOPMENT AFFECTING 12550 W. 32ND AVENUE Dear Ms. Reckert: I represent Ms. Roberta Riveta ("Rivera"), owner and occupant of the home located at 12550 W. 32ii1 Avenue in Wheat Ridge. Rivera has been closely following the planned development of the King Soopers fueling station directly across the street from her (Case Nos. WZ- 13-1.3 & WA -15.05). Rivera has attended the public meetings and has provided me with the minutes and exhibits and plan regarding the PCD and SPD. However, Rivera is still not clear on the effect, if any, the planned development will have on her property. Her worry is fueled primarily from knowledge that her neighbor at 12590 W. 32nd Avenue has been subjected to eminent domain in order to install a stoplight near his home. She would like to know if her property might similarly be affected by the development. As you can imagine, Rivera would like to be able to plan appropriately for the future when it comes to her home and take any information into consideration when deciding matters relating to refinancing, moving/renting, home improvements and the like. Could you please let me know if the development as currently planned will have any direct effect on Rivera's home? Also, could you please iet me Know if there are any steps )eyonct CD and SIT) rhac are yet to be considered but could potentially affect her property. I took forward to your response and thank you for your consideration of this very important matter to a concerned citizen. Very truly yours, J. ,ry. `w in, Esq. JBG/me CC: Roberta Rivera 131.5 S. Clayton Street #300 1 Denver, CO I (p)303.945.9010 I (f)720.251.8833 w<vw.gwinnlawfirrnxom I bryaii@gwinnlaAiirm.com Meredith Reckert From: Sent: To: Subject: Mark A Westberg, PE, CFM Projects Supervisor Office Phone: 303-235-2863 Mark Westberg Thursday, July 16, 2015 3:15 PM Meredith Reckert FW: Clarification on Traffic Signal Installation City of RPWh6atRd jg .0 UBLIC WORKS From: Kathy Field Sent: Thursday, July 16, 2015 3:12 PM To: Mark Westberg; Dave Brossman Cc: Steve Nguyen Subject: FW: Clarification on Traffic Signal Installation Would someone please respond to email below. Thank you. Kathy Field Administrative Assistant Office Phone: 303-235-2861 City of X)V h6 9 PUBLI WORKS TV Widoe From: Trevor Hall[mailto:trevallenhall(agmail.com] Sent: Thursday, July 16, 2015 3:08 PM To: Kathy Field Subject: Clarification on Traffic Signal Installation Hello Kathy, Can you please provide me clarification on the matter of installing a new traffic light at the interior intersection into Applewood Village shopping center off of 32nd Ave. The current proposal review states the following: "A traffic signal warrant study for the intersection of the interior drive and 32nd Avenue was reviewed by Staff as part of this SDP application. The study indicates that this intersection currently meets warrants for installation of a traffic signal. The city is requiring that the traffic signal be installed prior to issuance of a Certificate of Occupancy for the fueling station." The city will note that intersections in that section of 32nd are not perfect 4 -point intersections. Therefore, my concern and need for clarification conies from the following: According to the MUTCD: Section 4C.07 Warrant 6, Coordinated Signal System Support: 01 Progressive movement in a coordinated signal system sometimes necessitates installing traffic control signals at intersections where they would not otherwise be needed in order to maintain proper platooning of vehicles. Standard: 02 The need for a traffic control signal shall be considered if an engineering study finds that one of the following criteria is met: A. On a one-way street or a street that has traffic predominantly in one direction, the adjacent traffic control signals are so far apart that they do not provide the necessary degree of vehicular platooning. B. On a two-way street, adjacent traffic control signals do not provide the necessary degree of platooning and the proposed and adjacent traffic control signals will collectively provide a progressive operation. I also see something in Chapter 13, Article 1 SEct. 13-1 about 4 signals placed within 1 mile of each other on a busy road. This we already have. So I'm wondering if, under the current code and MUTCD, if another signal at that interior intersection is indeed warranted. Thank you for your time and assistance. Trevor Hall 3155 Wright Ct. Wheat Ridge P: 402.649.4908 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) No one wished to speak at this time. 7. PUBLIC HEARING A. Case Nos. WZ-14-14 and WA -15-05: Commissioner OHM disclosed that he has worked with Regency Centers in the past. He is not currently working with them now and has had no recent contact with Mr. Scheckel or Regency Centers. There were no objections to Mr. Ohm voting on this item number. Ms. Reckert gave a short Power Point Presentation regarding the planned development process and the application. She entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. She stated the public notice and posting requirements have been met. The applicant is requesting approval of a Planned Commercial Development Specific Development Plan with a variance from the 0 to 20 -foot build -to line on the property located at 12525 W 32'd Avenue. This requires a two-step process: first the approval of the zone change and Outline Development Plan is done. The second step is the Specific Development Plan, which focuses on the details of the project such as lot layout, drainage, and street improvements. Commissioner OHM asked about some easements shown on the packet documents. He also wanted to know when a plat would be available. Ms. Reckert stated that staff is currently working on a plat and obtaining the necessary approvals. The easements in question will be vacated by the City. Commissioner TIMMS asked when this center was initially developed. Ms. Reckert said she believed the first development began around 1969 with more added in 1973. Commissioner TIMMS asked about the location of the existing detention basin for the center. Mr. Westberg answered that there currently is no drainage basin on site. Adequate drainage accommodation is one of the issues with the site and this new drainage basin will help alleviate this. Planning Commission Minutes —2— July 2— July 16, 2015 Commissioner TIMMS asked if the access from 32nd Avenue is offset. Perhaps offsetting the intersection would help make the intersection safer. What about signage? Are there plans for any more signs in the future? Mr. Westberg responded that the elevation and layout of the area make the entrance to the center awkward. City staff has looked at this intersection quite a bit. Ms. Reckert stated there would be no additional signs on the fueling site and the applicant is okay with this. Commissioner KIMSEY asked about emergency overflow for the proposed detention pond. Mr. Westberg stated the drainage will flow from Wright Court into the detention pond. Commissioner WEAVER stated she was concerned about walkable space around the detention pond. Will the pond area be fenced for safety? Ms. Reckert said that yes, the detention pond will be fenced for safety. In addition, there will be very little walkable space behind the proposed fueling station and the detention pond, which should help prevent accidents with pedestrians. Commissioner BUCKNAM asked about the potential increase in traffic at the center, especially in light of new housing developments going up in the area. Mr. Westberg responded that existing traffic before the addition of this new fuel center warrants adding a signal at 32nd Avenue. Staff is reviewing this and will have more information and reports in a few weeks. Commissioner BUCKNAM asked if the proposed signal would utilize a pressure pad. Mr. Westberg stated that it will utilize cameras and it will work with bikes and pedestrians as well as automobiles. Will Damrath, Regional Officer for Regency Centers, introduced himself to the Commission. He stated he was present to introduce the applicant and explain about the shopping center. He has worked for the last 4-5 years to consolidate the ownership of the entire center and improve drainage and circulation problems. This application is the first step toward this goal. He introduced Mike Scheckel with King Soopers. Mr. Scheckel explained this particular King Soopers opened in 1965 and the center grew up around it. This fuel center has been in the works for a long time. He stated how much he appreciated working with Wheat Ridge staff and believes this project will be an excellent addition to the center as well as to Wheat Ridge. He explained that King Soopers tries to keep the price of gas down and this project will help add to the convenience of the area. This project represents the "latest and greatest" of the King Soopers fuel centers. It will have state of the art pumps, and the latest technological features. The fueling center will help upgrade the area and improve traffic flow. Commissioner KIMSEY asked about the existing drainage pump behind Applejacks. Planning Commission Minutes —3— July 3— July 16, 2015 Mr. Damrath stated the current drainage puts the flow of drainage through the parking lot to 32"d Avenue. It is not an ideal arrangement for anyone. This project represents eight acres of total site area on the southern end of the shopping center. Commissioner KIMSEY asked if there would be a change in the elevation from the residential area. Mr. Westberg stated there would not be any change. Commissioner TIMMS asked how the applicant chose this site within the center for the fueling station and wondered about alternate locations. Mr. Schenkel stated this is a very successful store and they want to add a fuel center to improve it for the customers. The specific location for the fueling center is driven by Regency envisioning it as new pad. Visibility and proximity to the store made this site the best location. Commissioner OHM asked if there were any slopes for the detention pond that exceed 4:1. Mr. Schenkel answered that none of the grades exceed 4:1. Commissioner OHM asked how the photometrics are determined and whether they based on grade. Mr. Schenkel said his staff has worked heavily to measure photometrics at different times of day and from different site areas. They are based on the grade. They want to keep a balance of proper lighting for the retail center but not bother neighbors or interfere with street traffic. Commissioner OHM said the plans and photometrics look very good. He wanted to know if there were any concerns about safety around the detention pond if it fills up in the dark. Mr. Schenkel said there would be no walking access to the pond, so he doesn't see any potential concern. Commissioner BUCKNAM stated he appreciates the improvements — they will be a nice addition to the area. He asked about the difference between normal and security lights on the lighting plan. Mr. Schenkel responded that the security lighting is there to deter crime and prevent pedestrians tripping while the fueling center is closed. Regular lighting is there so they can conduct business efficiently when the center is open. They don't want the lighting to interfere with neighborhood. Their plan is flexible and they will work with the neighbors if there is a light that causes problems for them. Carl Schmidtlein of Galloway Architectural Engineering explained the photometric site plan. At l Opm, the lights closest to the neighborhood residences will go off, but other lights will stay on for safety and security. Commissioner BUCKNAM opened the public hearing. Planning Commission Minutes —4— July 4— July 16, 2015 Trevor Hall, 3155 Wright Court, Wheat Ridge — He is a fairly new resident of Wheat Ridge and a new father as well. He was initially concerned about the proposed lighting but now these concerns have been addressed by staff and the applicant. He is still concerned about increases in traffic in the area. A new signal at 32nd may possibly help the traffic flow. Many of the intersections in the area are perpendicular and at heavy traffic times, they can be difficult. The proposed traffic signal does not address problems for vehicles turning left from Wright Court. He and his neighbors are concerned about traffic flow and question the fueling center location choice. Mr. Westberg stated the traffic survey would be provided when available. It will address the impact of the 400 new homes proposed in Applewood on traffic in the area. Mr. Schenckel stated the planned landscaping will be mature in 5-10 years, but there will be some trees mature enough to provide some screening right away. He discussed the decision-making process regarding their choice of the location for the new fuel center. Mr. Damrath stated they had worked closely with City Staff and planners and studied all options in the area. Ultimately, this site was the best location available. The new traffic signal will aid traffic flow and left-hand turn concerns. The grade of the area worked in their favor to create the detention pond and buffer visibility for residents. Commissioner BUCKNAM asked about the cycle on the proposed traffic signal. Mr. Westberg said they will coordinate the signal with other signals in the area to help traffic flow for residents. Mr. Hall asked if there be crosswalk at 32nd for pedestrians. Mr. Westberg responded that they hadn't considered a crosswalk there, but feels it would be a good idea and will look at it. Chair BUCKNAM called for a 5 minute recess. The meeting reconvened at 8:26 pm Tiffany Manzo, 12495 W 32nd Avenue, Wheat Ridge — Ms. Manzo wanted to know what type of chemicals will be draining into the detention pond and could potentially overflow onto neighborhood streets in the event of a flood. There are existing stairs that are used heavily by residents to access the shopping center by foot from Wright Court. She wondered whether there would be a new pedestrian access from the east. Mr. Westberg stated that detention ponds are inspected annually. The pond is there to clean out any drainage from the parking lots with can contain grease, oil and other Planning Commission Minutes —5— July 5— July 16, 2015 substances. This detention pond has a water quality "slow drain" component at the bottom to allow drainage to be cleaned by vegetation before it goes down stream. Mr. Schmidtlein stated the detention pond is designed to accommodate drainage from a 100 year storm and is a great improvement over the existing drainage of center. Regency maintenance staff inspects outlet structures every quarter to prevent problems. Mr. Damrath stated this proposal will address the concerns of neighbors. The existing buildings are currently obsolete. In addition, the Denver water easement which traverses the center creates challenges. The redevelopment of this area will make it safer for residents to walk to the center along 32"d Avenue. Chair BUCKNAM closed the public hearing. Commissioner OHM asked if there were any conditions on vacating the existing easements or will City staff take care of thein. Ms. Reckert responded that City staff will vacate any easements with the platting process. It was moved by Commissioner OHM to recommend approval of Case Nos. WZ- 14-14 and WA -15-05, a request for approval of a Specific Development Plan (SDP) with a setback variance on property located at 12525 W. 32nd Avenue, for the following reasons: 1. The proposal is consistent with the City's guiding documents including the Neighborhood Revitalization Strategy, Envision Wheat Ridge, and the I- 70/Kipling Urban Renewal Plan. 2. The proposed SDP is consistent with the approved ODP document. 3. All requirements for an SDP have been met. 4. The criteria used to evaluate a variance have been met. 5. The criteria used to evaluate an SDP have been met. 6. The proposed SDP will result in redevelopment of the southern portion of the shopping center. With the following conditions: 1. Additional information be provided by the developer to demonstrate the difference in regular lighting and security lighting. 2. Public improvements along the Wright Court cul-de-sac to be extended to the eastern point of ownership along the cul-de-sac (about 25'). Commissioner KIMSEY seconded the amendment. Motion approved 7-0 Planning Commission Minutes —6— July 6— July 16, 2015 11/16/2015 Planned Development Process First Step - Case No. WZ-14-09 • Zone change to Planned Commercial Development with Outline Development Plan — Reviewed by PC on 11-06-14 — CC approved on 1-12-15 Next step - Case No. WZ-14-14 • Specific Development Plan: Neighborhood meeting not required, single public hearing in front of PC APPLEWOOD VILLAGE SHOPPING CENTER -AMENDMENT N➢ artuN osv[Lwrcrrt nw APPEVGOD"LUGE 81EET NO. 2a 91GPNNGCFl.TfR C•nw• 11/16/2015 11/16/2015 n,' 11/16/2015 -:KING Se�aene ALTA7ACSM xxex000vu�u LAND TITLE SURVEY sxrvnwcrnnaaearmox '. mem nn xna wwrnw�> �o¢nxrtay owoiun�a srnaxav r�.a �' �4'If�FEE� �.cu+cenwu*or nvrnw u� aµm 1i BC r` n 77 11/16/2015 -:KING Se�aene mem �4'If�FEE� r` n 11/16/2015 ........... : I >tt. kw tee• 6® .......• i •Y• 4k� .y E` i •: - pwJec� p� f 11/16/2015 ;;.�.;�' .C�E•:- c�:. �r�:.• 'F :mak ' •- r� i.� X�4411 . ,,.. .......... (Dam-' 'F :mak ' •- r� i.� Y Agency referrals • Con Mutual Water: Upgrades may be needed with redevelopment sites. • WR Fire: Will assess water supply, hydrant locations, site access and building layout at building permit. • NW Lakewood Sanitation: Has adequate capacity to serve with upgrades. • Renewal WR: Consistent with UR plan. • WR Public Works: Has reviewed master drainage plan and traffic study which warrants installation of signal on 32nd Avenue. Both the drainage system and signal installation will be required with this development 11/16/2015 1_Sin r ' jFjm� ®® I Agency referrals • Con Mutual Water: Upgrades may be needed with redevelopment sites. • WR Fire: Will assess water supply, hydrant locations, site access and building layout at building permit. • NW Lakewood Sanitation: Has adequate capacity to serve with upgrades. • Renewal WR: Consistent with UR plan. • WR Public Works: Has reviewed master drainage plan and traffic study which warrants installation of signal on 32nd Avenue. Both the drainage system and signal installation will be required with this development 11/16/2015 9 s ' 9 11/16/2015 King Soopers Fueling Wheat Ridge, CO WINIp[IYt 9R 1Vl �IBW11 �b V 1M�NI tlR091lM ORLL•MYIOMM bpbRlOtmWfl tlW OlkW(�NIb ®OO1 ® M I City of Wh6atiIdle C ph1N4UNITY DEVELOPMENT CITY OF WHEAT RIDGE COMMUNITY DEVELOPMENT STAFF REPORT TO: Planning Commission CASE MANAGER: Meredith Reckert DATE OF MEETING: July 16, 2015 CASE NO. & NAME: WZ-14-14 & WA-15-05/King Soopers Fueling ACTION REQUESTED: Approval of a Planned Commercial Development (PCD) Specific Development Plan (SDP) with a variance LOCATION OF REQUEST: Southeast corner of Applewood Village Shopping Center addressed as 12525 W. 32nd Avenue PROPERTY OWNER: Regency Centers APPROXIMATE AREA: 2.09 acres PRESENT ZONING: Planned Commercial Development (PCD) COMPREHENSIVE PLAN: ENTER INTO RECORD: COMPREHENSIVE PLAN ZONING ORDINANCE Primary Commercial Corridor, Community Commercial Center, Mixed -Use Commercial CASE FILE & PACKET MATERIALS DIGITAL PRESENTATION All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST The applicant is requesting approval of a Planned Commercial Development (PCD) Specific Development Plan (SDP) with a variance from the 0 to 20 -foot build -to line on property located 12525 W. 32nd Avenue. (Exhibit 1, Applicant letter) The City's planned development approval is a two-step process. The first step is for the zone change to PCD and approval of an Outline Development (ODP). The ODP document sets allowed uses and development standards for the property. The ODP also contains a general concept plan which labels areas of landscaping, parking, building footprints, access points and areas for new development. The ODP approval requires a public hearing in front of both Planning Commission and City Council, and an ODP has already been approved for the subject property. The Specific Development Plan (SDP) is the second step of the process which focuses on the details of the development such as final drainage, street improvements, architecture and final lot layout. New SDP approvals require review by Planning Commission. A City Council public hearing is not required unless the application is denied by Planning Commission or the applicant objects to conditions placed on the approval. A neighborhood meeting is not required for a Specific Development Plan. II. EXISTING CONDITIONS/PROPERTY HISTORY The Applewood Village Shopping Center is comprised of approximately 35 acres in the western quadrant of the City of Wheat Ridge, adjacent to the I-70 corridor. The shopping center is bordered by West 38th Avenue to the north, low density residential neighborhoods to the north and east, West 32"d to the south, and Youngfield Street to the west. (Exhibit 2, Aerial Photo) The Applewood Village Shopping Center is the City's largest commercial center. It serves area residents as well as drawing customers and patrons from the region. The Applewood Shopping center was rezoned from Neighborhood Commercial, Restricted Commercial and Commercial -One to Planned Commercial Development pursuant to Case No. WZ-14-09. The intent of that application was to incorporate new ownership parcels, consolidate the boundary of the center and to prepare several existing building pads for new development. Most of the redevelopment opportunities are on the southern one-third of the shopping center. On the southern portion of the shopping center located toward Youngfield and 32nd Avenue are multiple buildings, some of which will remain in their current configuration and others of which will be demolished for new redevelopment opportunities. The existing structures to remain are the Applejack Liquor store building, a multi -tenant building with Abrusci's, Dardano's Shoes, and Famous Footwear and the Chili's restaurant building. Another existing building to remain 2 on the south side is a 10,820 sf structure with tenants including Chipotle and Noodles and Company. The shopping center is located in a busy commercial corridor and has easy access to I-70 through the 32nd Avenue and Youngfield on/off ramps. Youngfield and both West 32nd and 38th Avenues are classified as minor arterials and carry numerous vehicles per day. The location is also a popular stop for travelers to and from the mountains who can fulfill most of their shopping needs in a single stop. A major interior drive aisle connects 32nd and 38`h Avenues. Neither of these major access points is currently signalized Surrounding properties include a variety of land uses. On the east and north sides of the center are residential neighborhoods, generally zoned R -IA. To the south across West 32nd Avenue are a mix of homes and businesses. Abutting the property on the west is Youngfield and beyond that, I-70. III. OUTLINE DEVELOPMENT PLAN Attached is a copy of the approved Outline Development Plan for the shopping center which contains two sheets. (Exhibit 3, ODP document) The proposed ODP recognizes existing conditions and establishes standards and guidelines for new development areas. The ODP also include parcels which were recently purchased by the owner, Regency Centers. Allowable Uses: Uses permitted under the ODP are C-1 uses which allow office, service and retail uses, including large format retail stores. The approved list of uses was expanded in 2014 to allow drive- through facilities on the site as a use by right. Development Standards: The ODP typically defines development parameters on the front sheet of the document. In determining setbacks, a notation on Sheet 1 directs the reader to the Architectural and Site Design Manual (ASDM). The property is located within the Contemporary Overlay district in the (ASDM) which establishes a build -to requirement, essentially requiring all new structures with public street frontage to be located within 20 feet of the property line. All other setbacks defer back to the C-1 zone district regulations. Lot coverage: Lot coverage in the shopping center is limited to a maximum of 35% building coverage (526,803 square feet), 55% hard surfaced coverage and a minimum 10% landscaped coverage. In addition to the landscape coverage minimum, the ODP specifies that plant quantities and materials be consistent with Section 26-502 (Landscape Regulations). Parking: Parking on the site is required at a rate of 4 spaces per 1000 square feet of gross building coverage which is consistent with the requirements in the zoning code for unified shopping centers over 100,000 square feet in size. Language was included under Note 7 to allow blanket access, parking and circulation throughout the shopping center. 3 Building Height: Maximum building height allowed is 50' which is consistent with most commercial zone district classifications in the City. Architecture: References have been made to the ASDM for facade design, transparency, architectural materials and screening. Architectural materials used for recent upgrades in the center include brick, stucco and rock. Buffering: Language was added to the plan that requires development in the southeast corner of the shopping center to include upgraded vertical landscaping, reduced of lighting at night, and limited business hours. Access: Primary access into the shopping center comes from 32nd and 38th Avenue and from a signalized access point from Youngfield at roughly mid -point in the shopping center. There are also minor access points for individual parcels along both 32" d and Youngfield. The ODP includes language allowing external access points to be reviewed and potentially consolidated with any future redevelopment. Internal access points may also be evaluated and potentially redesigned with redevelopment. III. SPECIFIC DEVELOPMENT PLAN The proposed SDP area is at the very southeast corner of the shopping center. It includes what was once was the "Old Chicago" building with associated parking to the east, two parcels of land located on the 32"d Avenue frontage which provided parking for the old Wells Fargo bank, a small retail building, and the entrance drive from 32" d Avenue. (Exhibit 4, Redevelopment area) The proposed SDP has two components — the fueling station which supports the existing King Soopers store to the north and a detention pond which will serve drainage and storm water needs for redevelopment of the entire southern third of the shopping center. The fueling site which is comprised of 1.26 acres will be developed by King Soopers and the detention area which is .826 acres in size will be built by the property owner/manager, Regency Centers. There is roughly 18' of elevation change between the existing parking lot at 12525 W. 32nd Avenue and the south side of the vacant Old Chicago building. A grade change of 14' separates the cul-de-sac on Wright Court from the rear of that same structure. The detention pond area is encumbered with a 50' wide water line easement belonging to Denver Water. The easement accommodates conduits 16 and 22 which traverse the western portion of Wheat Ridge running from Ralston Reservoir to the Moffat water treatment facility at 26th and Oak. No permanent structures are allowed to be located within the easement. 1i There is existing curb, gutter and an 8' wide sidewalk on 32nd Avenue which was installed in 2013 as part of a City CIP project. The Wright Court frontage has curb and gutter and an attached 4' wide sidewalk on a portion of the street. (Exhibit 5, Site photos) Attached is a copy of the Specific Development Plan (SDP) which contains twelve sheets, each of which is also described below. (Exhibit 6, SDP document) Sheet 1 is the declaration page of the document which includes legal descriptions, signature blocks, site data table, etc. It includes a vicinity map which shows the two components of this proposal and the relationship to each other. Sheet 2 of the document shows the existing conditions on the southern portion of the shopping center. The development area is depicted with a blue outline. All of the existing improvements shown within the development including parking areas, landscaping and buildings will be demolished. The combined site layouts for both the fueling station and the detention pond are depicted on Sheets 3, 4, 5, and 6. The proposed fuel station will consisted of 9 double -sided dispensing stations with a 6,880 square foot canopy and a 180 square foot kiosk. Access to the fueling area is internal being provided via the major interior drive from West 32nd Avenue which extends north to 38th Avenue. Turning movements at the southernmost curb cut are limited to right -in and right -out due to an existing median in the interior drive which prohibits left hand turns at this location. A full movement access point to between the drive and the fuel station is provided at the northern end of the site. An additional internal access is provided along the northern property line which will allow vehicles to enter and exit behind the Noodles building to the north. Parking and circulation areas are positioned around the canopy and fuel tanks are in the southeast corner of the fueling site. Sheet 3 is a site and utility plan and Sheet 4 is a grading plan. Sheet 4 depicts the terracing which must occur to accommodate the grade transition from the fueling station down to Wright Court and 32"d Avenue. It also shows the proposed drainage system improvements. The proposed storm system is designed to intercept flows from an existing storm sewer system, and to capture flows from current and future areas being developed in the southern portion of the shopping center. A storm sewer trunk line has been designed at depths that will allow for future connections into the system as those areas redevelop, and to handle the runoff generated from a full future build -out condition. The runoff generated from the proposed King Soopers Fueling Center will be captured by drop inlets and flow to the trunk line. Stormwater flows are then carried by the trunk line to the detention facility lying on the northeast corner of the cul-de-sac on Wright Court. The detention pond will provide water quality at today's standards before releasing at the accepted rates set by the Urban Drainage and Flood Control District. The storm flows will be discharged into a proposed storm sewer within Wright 5 Court and flow to the existing storm sewer main within West 32 n Avenue, and eventually to Lena Gulch. Sheets 5 and 6 are photometric plans which provide foot-candle readings at different times of the day: during business hours and during overnight hours when when the kiosk is unmanned and security lighting is desired. Sheet 7 shows proposed cut sheets for the light standards. It is indicated on Sheet 5 that the fueling station kiosk will be open and manned between the hours of 6 AM and 10 PM. After 10 PM, the kiosk will be unmanned and the site lighting will be reduced along the eastern property line to security lighting. The intent of the security lighting is to reduce the impact to the adjacent neighborhood when it is dark outside. The two photometric plans are similar except that two of the freestanding fixtures along the east side of the development area will be turned off after 10 PM. The result is that there is a reduction in foot-candle readings along the rear of the property. Additional information needs to be provided by the developer to demonstrate the difference in regular lighting and security lighting. Sheets 8 and 9 are landscape plans for the fueling station and detention pond, respectively. Sheet 8 depicts landscaping for the fueling station which will be installed around the perimeter of the site. Currently there is no landscaping along 32nd Avenue. With the redevelopment, this frontage will be brought up to city standards with landscaping installed behind the back of existing sidewalk. A total of seven street trees are required where 9 are provided. The western side of the property abuts the major interior drive for the shopping center. While it functions as a public street, it is a private drive and the same standards for streetscape cannot be required. The plan depicts a landscape buffer along this drive ranging in width from 40' to 25' with an 8' wide separated sidewalk. Behind the sidewalk, trees, shrubs and ornamental grasses will be provided. Along the eastern perimeter of the lot, upright landscaping is being show to buffer the lights, noise and views of the fueling center from the downhill neighborhood. A combination of coniferous trees and upright shrubs are being shown in this area at the top of the terracing for the detention pond. The landscaping on the fueling station portion of the site is in conformance with street trees and other plant materials required by the zoning and development code. Sheet 9 shows installation of landscaping in and around the detention pond which is limited by site constraints. Constraints include the requirement for terracing from the top of the bluff down to the bottom of the pond and the 50' wide water line easement which runs along the back of the homes on Wright Street. Where possible, trees have been installed. Staff would note that the existing curb, gutter and sidewalk along the Wright Court cul-de-sac stops short of the applicant's property line. These improvements should be extended to the eastern point of ownership along the cul-de-sac (about 25'). Sheet 10 provides landscape details, materials and quantities. Sheet 11 shows fagade elevations for the station. Brick fascia is proposed on the kiosk and on the canopy support columns. A freestanding sign for the redevelopment has not been requested, instead wall signs are mounted on the canopy. on Sheet 12 contains cross-section views of the site which depict the topographical relationship of the fueling canopy to the detention pond and adjacent properties. IV. VARIANCE CRITERIA Included with this application is a request for a 50' variance to the 0' - 20' build -to line required in the Contemporary Overlay district in the ASDM. The purpose of the request is to accommodate the fueling station in its proposed location. Pursuant to the ODP, structures which front on public streets are required to meet the Contemporary Overlay build -to line and be located within 20' of the property line. In this case, the proposed setback is 70' between the property line and fueling station. If the variance is not approved, the SDP cannot be approved. In order to approve the setback variance, Planning Commission must find that the majority of the criteria for review of variances listed in Section 26-115.C.4 of the City Code have been met. Staff provides the following review and analysis of the variance criteria. (Exhibit 7, Applicant's response to variance criteria) 1. The property in question would not yield a reasonable return in use, service, or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. The property could be developed without the variance but the topographic conditions with extreme grade changes presents challenges. Without the variance, it is unlikely that the fueling station could be constructed. Staff finds that this criterion has been met. 2. The variance would not alter the essential character of the locality. The fueling station will be incorporated into the existing shopping center. The center has a variety of buildings with different setbacks, many of which are oriented to lease lines instead of property lines. A review of aerial photos shows buildings along both 32nd Avenue and Youngfield and indicates that many of the structures in the vicinity of the subject site have 30' setbacks and in several cases, setbacks are as deep as 50' to 60'. Several of the buildings which were recently constructed in the shopping center are non- compliant with the build -to line. One example is the Wells Fargo Bank building completed in 2012 which has a 60' setback from Youngfield (3298 Youngfield). The adjacent office building to the southeast (12515 W. 32nd Avenue) has a 40' front setback. For these reasons, the proposed development is considered to be consistent with the character of the area. Staff finds that this criterion has been met. 7 3. The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. The City would like to see this property redeveloped as it is currently an eyesore and is underutilized. This project represents a substantial investment in the shopping center which may not be realized without the variance. Staff finds this criterion has been met. 4. The particular physical surrounding, shape or topographical condition of the specific property involved results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience if the strict letter of the regulations were carried out. The topography of the site provides a challenge with 20' of fall between the fueling station pad and 32nd Avenue. In order for internal access to function efficiently, the larger setback is required. While the vacant two parcels along W. 32"d Avenue may be able to be developed without a variance, they wouldn't be incorporated into the larger shopping center. Staff finds this criterion has been met. 5. The alleged difficulty or hardship has not been created by any person presently having an interest in the property. The original shopping center was built in the early 1970's which makes infill redevelopment challenging. This hardship has not been created by the applicant. Staff finds this criterion has been met. 6. The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, impairing the adequate supply of light and air to adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. Approval of the variance request would not be detrimental to public welfare and would not be injurious to neighboring property or improvements. It would not hinder or impair the development of the adjacent properties. The request should not impact the amount of light and air, nor should it increase the danger of fire. The request will have a positive effect on property values in the neighborhood as the aesthetics of the property will be greatly improved. Without the variance, the vacant property on 32"d Avenue would not be able to be incorporated into the shopping center and may have to be developed separately. Staff finds that this criterion has been met. 7. The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. The topographic conditions and extreme grade change are unique at this location in the shopping center. Staff finds that this criterion has been met. 8. Granting of the variance would result in a reasonable accommodation of a person with disabilities. Approval of the subject variance would not directly result in a reasonable accommodation of a person with disabilities; although the redevelopment will be in compliance with all federal, state and local regulations relating to accessibility. Staff finds that this criterion has not been met. 9. The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Staff has reviewed the conceptual site designs and building elevations and has concluded that the proposal will generally be consistent with the ASDM. This includes meeting the goals for internal connections with adjacent properties, pedestrian connections,increased buffering, and enhanced architectural materials. Staff finds that this criterion has been met. V. SPECIFIC DEVELOPMENT PLAN CRITERIA Criteria for the review of SDP documents is provided in Section 26-305.D. Staff has provided an analysis of these criteria below. Planning Commission shall base its decision in consideration of the extent to which the criteria have been met. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of zoning and development code. The intent of a planned development is to permit well-designed, innovative developments which may not be feasible under a standard zone district and to promote flexible and efficient use of land. Other general purposes of a planned development are: 9 • To promote the efficient use of land to facilitate a more economic arrangement of building, circulation systems, land use and utilities. • To promote compatible development with adjacent commercial, residential and/or industrial land uses through proper land use transitions and buffering techniques. • To promote conformance with the adopted comprehensive plan, established policies and guidelines for the area and for the community. Staff has concluded that the SDP is consistent with these goals by providing logical and compatible commercial development. Staff concludes that this criteria has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan. The intent of the Outline Development Plan was to provide a document whereby existing buildings could be accommodated and new redevelopment opportunities could be incorporated into the shopping center. Care was taken to ensure there would be consistency with architectural themes and design elements throughout the shopping center, including the requirement of consolidated access points and upgraded buffering. The proposed SDP is consistent with the approved ODP in terms of land use, access, and design. Staff concludes that this criteria has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. A fueling station is designated as a permitted land use on the ODP. Staff concludes that this criteria has been met. 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan. The design of the site has taken into consideration safe, consolidated access and an upgraded landscape design which will be compliant with the development guidelines on the ODP and in the Architectural and Site Design Manual (ASDM). The following is a comparison of standards establishes on the ODP and those provided on the SDP. 10 Development standard Approved on ODP Fueling Station - Detention area — Provided on SDP Provided on SDP Building height 35' 19' N/A Building coverage 35% 12.83% 0% Min. landscape coverage 10% 33.2% 90% Setbacks Front: 0'-20' 70' N/A Rear: 10' 30' N/A Sides: 5' 70' (west) 46' (east) Parking Per section 26-501 Complies N/A Uses allowed C-1 uses including Complies Complies drive-through and drive -up facilities Staff concludes that this criteria has been met. 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity; All utility agencies were previously serving the property and based on referral responses received, will be able to do so with the proposed redevelopment. There will be no impact on parks, schools or other public facilities or services. Staff concludes that this criteria has been met. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards. The southern portion of the development site is currently devoid of landscaping and is an eyesore. The redevelopment will incorporate these parcels into the overall shopping center. Staff has reviewed the site design and has concluded that the proposal will generally be consistent with the ASDIVI. The one exception is the variance from the build -to line which meets the criteria for variance approval. The redevelopment will be compatible with and complimentary to adjacent commercial uses and to the shopping center as a whole with similar architectural elements and materials. Staff concludes that this criteria has been met. VI. TRAFFIC AND DRAINAGE Commercial development in the Youngfield/I-70 corridor continues to intensify with new development of and reinvestment in tired, outdated structures and sites. The City and CDOT have substantially invested in the existing infrastructure with the Youngfield and Highway 58 improvements including construction of the underpass for West 401h Avenue under the freeway. In 2013, the City of Wheat Ridge completed a major CIP project which included the widening of 32nd Avenue between Wright Court and Braun Court. The project included installation of new traffic signals at the intersections of 32nd and Youngfield, 32nd and the I-70 ramps and 32nd and Zinnia. Left hand turn lanes at all approaches to the 32nd Avenue/ Youngfield intersection were provided, in addition to construction of an 8' widemulti-use path, pedestrian lighting and bus pads and benches. The project also included installation of new curb, gutter and an 8' wide attached sidewalk along the south side of the shopping center. Additional new development will occur in the future on the western side of I-70 as part of the Clear Creek Crossing development. This project which is comprised of more than 190 acres of land has the ability to be developed into around one million square feet of commercial area. Staff anticipates development of this area in the next several years. As described above, access to the subject site is from the major interior drive which intersects with 32nd Avenue and extends north to 38th Avenue. West 32nd Avenue accommodates roughly 12,000 vehicle trips per day. It is also heavily used by regional bicycle traffic as it is one of the only arterials that runs from downtown west to Golden. A traffic signal warrant study for the intersection of the interior drive and 32nd Avenue was reviewed by Staff as part of this SDP application. The study indicates that this intersection currently meets warrants for installation of a traffic signal. The city is requiring that the traffic signal be installed prior to issuance of a Certificate of Occupancy for the fueling station. A master drainage report for the southern section of the shopping center was also reviewed as part of this application. All improvements outlined in the drainage study, including construction of the detention pond, must be completed prior to issuance of a Certificate of Occupancy for the fueling station. Prior to issuance of a building pennit, a consolidation plat must be approved to accommodate the new redevelopment site. VII. AGENCY REFERRALS All affected service agencies were contacted regarding their ability to serve the property. The developer will be responsible for any needed upgrades to accommodate the proposed development. Specific referral responses follow. 12 Consolidated Mutual Water District: Can serve with improvements installed at the developer's expense. Upgrades of existing infrastructure may be needed in the interior of the shopping center. CDOT: No concerns. All improvements are in place. Wheat Ridge Fire Protection District: No concerns about servicing the property. They will assess the need for water supply, hydrant locations, site access and building configuration prior to building permit. Renewal Wheat Ridge: Renewal Wheat Ridge has reviewed the application and has determined that it does not conflict with the I-70/Kipling Corridors Urban Renewal Plan. Wheat Ridge Police: Can serve. Wheat Ridge Public Works: PW has reviewed a master drainage report for the southern portion of the shopping center. They have also reviewed a traffic impact analysis for the southern portion of the shopping center and have determined that a traffic signal is warranted for the major interior drive at West 32nd Avenue. A plat will be required to remove internal lot lines prior to building permit issuance. Northwest Lakewood Sanitation District: Has adequate capacity to accommodate development. Xcel Energy: Can serve. VIII. STAFF CONCLUSIONS AND RECOMMENDATION Staff has concluded that the proposed Specific Development plan is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the Applewood Village Shopping Center ODP. Because the requirements for an SDP have been met and the review criteria support both the variance and the SDP, a recommendation for approval is given with conditions listed below. IX. SUGGESTED MOTIONS: Option A: "I move to APPROVE Case Nos. WZ-14-14 and WA -15-05, a request for approval of a Specific Development Plan with a setback variance on property located at 12525 W. 32nd Avenue, for the following reasons: 13 1. The proposal is consistent with the City's guiding documents including the Neighborhood Revitalization Strategy, Envision Wheat Ridge and the I-70/Kipling Urban Renewal Plan. 2. The proposed SDP is consistent with the approved ODP document. 3. All requirements for an SDP have been met. 4. The criteria used to evaluate a variance have been met. 5. The criteria used to evaluate an SDP have been met. 6. The proposed SDP will result in redevelopment of the southern portion of the shopping center. With the following conditions: 1. Additional information be provided by the developer to demonstrate the difference in regular lighting and security lighting. 2. Public improvements along the Wright Court cul-de-sac be extended to the eastern point of ownership along the cul-de-sac (about 25'). Option B: "I move to DENY Case No. WZ-14-14 and WA -15-05, a request for approval of a Specific Development Plan with a setback variance on property located at 12525 W. 32nd Avenue, for the following reasons: 14 EXHIBIT 1: APPLICANT LETTER October 21, 2014 City of Wheat Ridge Planning Department 500 West 29# Ave. Wheat fridge, CO 80033 Re: Request for Site Plan Approval and Project Description for a Proposed King Soopers Fuel #E20 Applewood Village Shopping Center Dear Sir/Ms,- This letter is a formal request for review and approval for a King Soopers fuel station located in the Applewood "Village Shopping Center, Project Location: The project site is in the southeast corner of a portion of the Applewood Village Shopping Center Subdivision, and the site includes Lol-s 23 and 24, Block 1 Applewood Village a residential subdivision, these two lots will be rezoned from a residential to a commercial zoning. Both subdivisions are located in the North 112 of .Section 29, Township 3 South, Range 69 West of the 6"' Principal Meridian„ City of Wheat Ridge, County of Jefferson, State of Colorado. Project OMP: The site is part of an Outline Development Plan (ODP) being processed through the City by the shopping center owners (Regency Centers and United Retail Partners LLC).. Project Description: The proposed development approximately 1.26 acres is size and is located on a pad that will be cleared and prepared by the shopping center owner_ King Soopers will construct a modern 9 island multiple product fuel dispensing gas station covered by a 6,880 square foot canopy. Operations during business hours is by an attendant located in a 180 square foot kiosk during normal business hours, fuel sales will also W available when the attendant is not at the kiosk by the use of credit/debit card sales, Outside displays and refrigerated cases will allow for snack and drink sales. The kiosk will have a single restroom for the attendant and will not be available to the public, public restrooms are available at the main store. Underground fuel storage tanks. (UST), dispenser and piping installation is permitted separately is through the Colorado Department of Labor and Employment, Division of Oil and Public Safety, Perimeter landscaping of the site is the responsibility of King Soopers with irrigation and maintenance the responsibility of the shopping center owner, .t_ , hAatthew Duhaime, P.E ,. P.L.S. 25625 F, EXHIBIT 3: APPROVED ODP [see attached 1 1 x 17 exhibit] APPLEWOOD VILLAGE SHOPPING CENTER - AMENDMENT #9 PURPOSE FOR AMENDMENT THIS AMENDMENT IS FOR 1. EXPANDING THE BOUNDARY OF THE PLAN SO AS TO REZONE AND INCLUDE ADDITIONAL PARCELS PREVIOUSLY ZONED N -C, R-CAND C-1 AS SHOWN IN THE KEY MAP BELOW. 2. PROVIDING GENERAL GUIDELINES AND PARAMETERS FOR NEW DEVELOPMENT AND RE -DEVELOPMENT IN THE SHOPPING CENTER. ZONED NL ZONED RO 4 ' ZONED PCD F rM 3 ZONED Gt YDUNGFIELD ST. KEY MAP : - i CHARACTER OF THE DEVELOPMENT THE EXISTING REGIONAL MIXED USE COMMERCIAL RETAIL SHOPPING CENTER IS CHARACTERIZED BY ALL FORMATS OF RETAIL USE. THE SITE IS ADJACENT TO THE INTERSTATE AND ACCOMMODATES CONVENIENT CAR ACCESS, PARKING IN FRONT OF BUILDINGS AND PEDESTRIAN CIRCULATION THROUGHOUT THE CENTER. THE EXISTING MIXED USE COMMERCIAL RETAIL SHOPPING CENTER BECAME A PLANNED COMMERCIAL DEVELOPMENT (PCD) IN 1975. IN 2007 THE SHOPPING CENTER WAS INCLUDED W THE CONTEMPORARY OVERLAY AREA AS DEFINED IN THE WHEAT RIDGE ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM), DEVELOPMENT GUIDELINE ONGOING USE AND FUTURE DEVELOPMENT OF THE SHOPPING CENTER WILL BE CONSISTENT WITH THE LAND USES ESTABLISHED IN THE PCD INCLUDING SITE DESIGN BASED ON THE ALLOWED BUILDING AREAS, PAVING AREAS, LANDSCAPE AREAS AND PARKING. THE ASDM IS TO BE USED AS A GUIDELINE FOR BUILDING DESIGN AS FOLLOWS. NEW BUILDING DESIGN IS TO BE CONSISTENT WITH THE APPLEWOOO SHOPPING CENTER PCD. CHAPTER 4, SECTION 4.1 COMMERCIAL RETAIL AND MIXED USE IN THE ASDM IS TO BE USED AS A GUIDELINE FOR BUILDING PLACEMENT, FACADE DESIGN, MATERIALS. TRANSPARENCY AND SCREENING. EXISTING BUILDING DESIGN MAJOR ADDITIONS: (50% OR MORE INCREASE IN THE EXISTING BUILDING SQUARE FOOTAGE) TO BECONSISTENT WITH THE APPLEWOOD SHOPPING CENTER PCD. CHAPTER 4, SECTION 4.1 COMMERCIAL RETAIL AND MIXED USE IN THE ASOM IS TO BE USED AS A GUIDELINE FOR FACADE DESIGN, MATERIALS, TRANSPARENCY AND SCREENING. FACADE IMPROVEMENTS: TO BE CONSISTENT WITH THE APPLEWOOD SHOPPING CENTER PCD AND USE CHAPTER 4, SECTION 4.1 COMMERCIAL RETAIL AND MIXED USE IN THE ASDM ASA GUIDELINE. MINOR ADDITIONS: (LESS THAN 5D% INCREASE IN THE EXISTING BUILDING SQUARE FOOTAGE) TO BECONSISTENT WITH THE APPLEWOOD SHOWING CENTER POD. OWNER'S CERTIFICATE The below atgnetl -,(a), or legally designated agent(s) thereof' do hereby agree met me property legally desc&.d hereon W1 be developed as a Planned Development In accordance with the uses, restrictions and conditions contained In mle plan, and as may mherwlee M required fly law, l (we) further redwgnize that the approval of a moring w Planned Development, and approval of 06 outline development plan, does not create a vested property right. Vested property rights, may only ease anti accrue pumuam to the provlsbns of Section 2&121 of the Wheat Ridge Code of Laws. U.S. Retail Partners, LLC State of Colorado ) )SS County of Jefferson ) The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Wdless my hand and official seat. My commisslon eagles: Notary Pudic SURVEYOR'S CERTIFICATE I, Cameron M. Watson. do hereby Certify Met the survey of me boundary of Applawood Village Shopping Center was made by me or under my direct supeMslon and W the best of my knowledge, information and belief. In accordance with all applicable Colorado statuses. current revised edition ae mended. me accompanying plan accurately represents said survey. (Surveys'. Seat) Signature CITY CERTIFICATION Approved this _ day IN by the Wheat Ridge CBy Council. ATTEST Clly dark Mayor Community Development Director LANDSCAPE AREA: EACH REQUIRED SPECIFIC DEVELOPMENT PLAN (SOP) IS TO MEET OR EXCEED THE MINIMUM LANDSCAPE REQUIREMENTS OF THIS ODP. SCREENING: TRASH ENCLOSURES: MATCH PRIMARY BUILDING MATERIALS. ROOF EQUIPMENT: SCREENED WITH PARAPETS. GROUND MOUNTED EQUIPMENT: SCREENED WITH LANDSCAPING OR FENCING. LOADING AREAS: SCREENED WITH LANDSCAPING OR BUILDING ELEMENTS AT THE OWNERS DISCRETION. PLANNING COMMISSION CERTIFICATION ECONOMIC DEVELOPMENT DIVISION Recommended for approval thle_ day or Recommended for approval this _day of by Ne Wheat Ridge Planning by the Wheat Ridge ComMsslan. Economlc Development OvIsion. Chairperson Economic Development Manager COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) )SS Countyof Jefferson ) 1 hereby cwft that cols plan was filed In the office o1 the County Cleric and Recorder or JeRenwn County at Golden. Colorado, at o'dotic_ M. of the _ day M A.D..In Book_ Page. Reception No. JEFFERSON COUNTY CLERK AND RECORDER By. Deputy Naos Design Group, LLC 4949 SOUTH SYRACUSE ST, SUITE 460 n a 0 S (p) DENVER, COLORADO � 36U 4261 Kimley Horn 990 SOUTH BROADWAY SUITE 200 DENVER, COLORADO 80209 (p) 303.228.2300 wwwAklmley-hom.00m OUTLINE DEVELOPMENT PLAN LAND LOCATED IN THE EAST 112 OF THE N.W. 114 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SITE LOCATION SITE DEVELOPMENT STATISTICS EXISTING OVERALL' A SITE AREA -1,436,304 SF - 32.97 ACRES S. GROSS BUILDING AREA. 387,110 SF= 26.9% C. LANDSCAPED AREA- 148,694 SF= 1835% D. PARKING AREA -907,472 SF -632% E. PARKING SPACE SUMMARY SPACES REQUIRED 1,548 (4.01 IDDD SF BLDG) SPACES PROVIDED INCLUDES 56 ACCESSIBLE F. USES PERMITTED -ALL C-1 G. MAXIMUM BUILDING HEIGHT - SO' GENERAL NOTES: PROPOSED OVERALL WITH AMENDMENT 9: A SITE AREA- 1,505.152 SF a 34.554 ACRES B. GROSS BUILDING AREA -35%MAXIMUM MAXIMUM ALLOWED: 526,803 SF= 35% C. LANDSCAPED AREA -10%MINIMUM MINIMUM REQUIRED: 150,515 SF= 10% D. PARTING AREA -55% MINIMUM E PARKING SPACE SUMMARY SPACES REQUIRED - 4 CARS PER 1000 GROSS S.F. F. USES PERMITTED -ALL C-1 USES, MOTOR FUELING, DRIVE-THROUGH BANKING FACILITIES. DRIVE THROUGH EATING ESTABUSHMENTS AND ITINERANT SALES PURSUANT TO SECTION 2&&27 OF THE ZONING AND DEVELOPMENT CODE. 1. 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 -QF -WAY OR BUILDING PERMIT APPLICATION FOR SUBSEQUENT SITE DEVELOPMENT. 2. EACH SITE DEVELOPMENT PLAN (SDP) SHALL MEET THE INTENT OF THE SITE DEVELOPMENT STATISTICS, ABOVE, AS INTERPRETED BY THE CITY OF WHEAT RIDGE ADMINISTRATION. 3. FENCING SHALL BE CONSISTENT WITH SECTION 2"D3 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE. 4. SITE AND BUILDING LIGHTING FOR NEW SITE DEVELOPMENT AREAS SHALL BE REVIEWED BY THE CT' OF WHEAT RIDGE ADMINISTRATION TO CONFIRM CONSISTENCY WITH THE GOALS OF THE DEVELOPMENT. 5. SIGNAGE FOR NEW SITE DEVELOPMENT AREAS SHALL BE CONSISTENT WITH ARTICLE Vit OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE UNLESS MODIFIED BY A FUTURE MASTER SIGN PLAN OR APPROVED BY CITY OF WHEAT RIDGE ADMINISTRATION WITH THE SITE DEVELOPMENT PLAN. 6. LANDSCAPE MATERIAL QUANTITIES AND SIZES LOCATED WITHIN NEW SITE DEVELOPMENT AREAS SHALL BE CONSISTENT WITH SECTION 2802 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE 7. THE OWNER MS SUCCESSORS AND ASSIGNS GRANT RIGHTS AND PRIVILEGE OF ACCESS TO. AND FREE MOVEMENT THROUGH ALL CURB CUTS, PARKING AREAS. AND DRIVE AISLES WITHIN THE SHOPPING CENTER TO CUSTOMERS AND PATRONS OF THE SHOPPING CENTER 8. BICYCLE PARKING SHALL BE CONSISTENT WITH SECTION 26-5011-4 OF THE ZONING AND DEVELOPMENT CODE 9. DEVELOPMENT IN THE SOUTHEAST CORNER OF THE CENTER SHALL INCLUDE CONSIDERATION FOR UPGRADED VERTICAL LANDSCAPING, REDUCTION OF LIGHTING AT NIGHT AND HOURS OF OPERATION LIMITATIONS. APPLEWOOD VILLAGE SHOPPING CENTER Regenev Centers REVISION DATE: 2/17/15 REVISION DATE: 10/14/14 LEGALDESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHWEST ONE-OUARTER OF SECTION 29. TOWNSHIP 3 SOUTH, RANGE 09 WEST OF THE 8TH PRINCIPAL MERIDIAN. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED BELOW: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29 AND CONSIDERING THE SOUTH LINE OF SAID NORTHWEST ONE-QUARTER TO BEAR S89'28Z9'W WITH ALL BEARINGS HEREIN RELATIVE THERETO: THENCE ALONG SAID SOUTH LINE, S89.292M A DISTANCE OF 1263.09 FEET; THENCE NOO'30'31-W, A DISTANCE OF 9824 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE EAST RIGHT -QF -WAY FOR YOUNGFIELD STREET AND 60.00 FEET EAST OF THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29: THENCE PARALLEL TO THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, NDO.54'01 W, A DISTANCE OF 556.10 FEET TO THE SOUTHWEST CORNER OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDN610N THENCE THE FOLLOWING TEN (10) COURSES ALONG THE WEST, NORTH AND EAST BOUNDARIES OF SAID LOT 1: 1. CONTINUING PARALLEL TO THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, 1,100°541M W, A DISTANCE OF 667.77 FEET; 2. N89°28'17'E. A DISTANCE OF 150.00 FEET; 3. NDO'54'01'W. A DISTANCE OF 200.00 FEET; 4. SOO 26*17W, A DISTANCE OF 150.00 FEET: S. PARALLEL TO THE WEST UNE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, N00°50114, A DISTANCE OF 135.14 FEET; 6, ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 192.00 FEET AND A CENTRAL ANGLE OF 77'25-5T, AN ARC DISTANCE OF 245.98 FEET WITH A CHORD BEARING N3' 48'56-E, A DISTANCE OF 227.67 FEET TO A POINT ON THE SOUTH RIGHT -QF -WAY FOR W. 38TH AVE.; 7. ALONG SAID SOUTH RIGHT -OF -WAV, N76'31'4TE, A DISTANCE OF 701.71 FEET; 8. SOO4WOB'E, A DISTANCE OF 670.37 FEET; 9. S89.2617W, A DISTANCE OF 0.68 FEET; 10. S00'SY19-E, A DISTANCE OF 762.82 FEET TO THE NORTHEAST CORNER OF LOT 2, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION; THENCE CONTINUING, SW'SY19'E ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 13350 FEET TO THE NORTHWEST CORNER OF LOT 19, APPLEWOOD VILLAGE; THENCE THE FOLLOWING FOUR (4) COURSES ALONG THE NORTHERLY, EASTERLY AND SOUTH BOUNDARIES OF LOTS 19 AND 20, APPLEWOOD VILLAGE: 1. S48'30'24 -E, A DISTANCE OF 234.05 FEET: 2. ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 45.00 FEET AND A CENTRAL ANGLE OF 188°3841', AN ARC DISTANCE OF 148.16 FEET WITH A CHORD BEARING S37'10'161W. A DISTANCE OF 69,74 FEET; 3. SOO 54'01'E, A DISTANCE OF 38tH FEET; 4. S89'29'29W, A DISTANCE OF 117.57 FEET TO THE SOUTHWEST CORNER OF SAID LOT 20; THENCE CONTINUING, S89°2929W, A DISTANCE OF 37,43 FEET TO THE NORTHEAST CORNER OF LOT 23, APPLEWOOD VILLAGE; THENCE ALONG THE EAST LINE OF SAID LOT 23, SOO°54'01'E, A DISTANCE OF 115,21 FEET TO A POINT ON THE NORTH LINE OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO.2OD0031587: THENCE THE FOLLOWING TWO (2) COURSES ALONG THE NORTH BOUNDARY OF SAID PARCEL: 1. M02°31'21 W, A DISTANCE OF 83.00 FEET; 2. NBB'13'59W, A DISTANCE OF 72.07 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE BARGAIN AND SALE DEED RECORDED AT RECEPTION NO. 20"8093175; THENCE THE FOLLOWING TEN (10) COURSES ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL: 1. NBW14'22W, A DISTANCE OF 5835 FEET; 2. ALONG THE ARC OF A NOWTANGENT CURVE TO THE LEFT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLE OF BT1446", AN ARC DISTANCE OF 14A6 FEET WITH A CHORD W BEARING N44°37'16, A DISTANCE OF 13.11 FEET; 3. S89.0 5'15W, A DISTANCE OF 8736 FEET; 4, S00'24'32'E, A DISTANCE OF 8.16 FEET; 5. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLE OF 89'3271', AN ARC DISTANCE OF 14.05 FEET WITH A CHORD BEARING S44°2119W, A DISTANCE OF 13.38 FEET: e. S89'0749W, A DISTANCE OF 13621 FEET; 7. ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 950 FEET AND A CENTRAL ANGLE OF 9040'44', AN ARC DISTANCE OF 15.04 FEET WITH A CHORD BEARING N45'31'S0'W, A DISTANCE OF 1351 FEET: 8. N00'l 128W, A DISTANCE OF 200 FEET; 9. S89'4W32W, A DISTANCE OF 3254 FEET; 10. THENCE SW'54'01'E, A DISTANCE OF 4.64 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 2011095840, THENCE ALONG THE NORTH LINE OF SAID PARCEL S89"2929W, A DISTANCE OF 14991 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION N0. -11096012: THENCE THE FOLLOWING TWO (2) COURSES ALONG THE NORTH UNE OF SAID PARCEL: 1. CONTINUING SSW29'29W, A DISTANCE OF 100.77 FEET; 2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 39.50 FEET AND A CENTRAL ANGLE OF 89°3663', AN ARC DISTANCE OF 61.78 FEET WITH A CHORD BEARING N45°42'05W, A DISTANCE OF 55.67 FEET TO THE POINT OF BEGINNING; CONTAINING 1,605.152 SQUARE FEET OR 34.564 ACRES, MORE OR LESS. CASE HISTORY WZ-73.14:RC-t W RC WZ-75-15tRC lo PUO WZ-77-15 tet amendment WZ-826: 2nd smendmant WZ-04-1B: 3rd amendment WZ•86-15: 4th amendment WZ41,14: Sth amerWment MS -98.2: plat WZ.983:6th amendment WZ-04-09: 7m amendment WZ-10-06: 8m amendment INZA".9h amendment SHEET INDEX 1 COVERSHEET 2 OVERALL SITE PLAN SHEET NO. 1 of 2 PREPARED BY: NAOS DESIGN GROUP, LLC SCALE: AS SHOWN ■ JOB#: 2010011 ■ ISSUE DATE: 09/12/14 UE 38th A`hH �,ST O a 3 WEST 32nd AVENUE rc o w s,1 lir m z O O '11 � WEST 32rid AVENUE �P 4!y SITE DEVELOPMENT STATISTICS EXISTING OVERALL' A SITE AREA -1,436,304 SF - 32.97 ACRES S. GROSS BUILDING AREA. 387,110 SF= 26.9% C. LANDSCAPED AREA- 148,694 SF= 1835% D. PARKING AREA -907,472 SF -632% E. PARKING SPACE SUMMARY SPACES REQUIRED 1,548 (4.01 IDDD SF BLDG) SPACES PROVIDED INCLUDES 56 ACCESSIBLE F. USES PERMITTED -ALL C-1 G. MAXIMUM BUILDING HEIGHT - SO' GENERAL NOTES: PROPOSED OVERALL WITH AMENDMENT 9: A SITE AREA- 1,505.152 SF a 34.554 ACRES B. GROSS BUILDING AREA -35%MAXIMUM MAXIMUM ALLOWED: 526,803 SF= 35% C. LANDSCAPED AREA -10%MINIMUM MINIMUM REQUIRED: 150,515 SF= 10% D. PARTING AREA -55% MINIMUM E PARKING SPACE SUMMARY SPACES REQUIRED - 4 CARS PER 1000 GROSS S.F. F. USES PERMITTED -ALL C-1 USES, MOTOR FUELING, DRIVE-THROUGH BANKING FACILITIES. DRIVE THROUGH EATING ESTABUSHMENTS AND ITINERANT SALES PURSUANT TO SECTION 2&&27 OF THE ZONING AND DEVELOPMENT CODE. 1. 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 -QF -WAY OR BUILDING PERMIT APPLICATION FOR SUBSEQUENT SITE DEVELOPMENT. 2. EACH SITE DEVELOPMENT PLAN (SDP) SHALL MEET THE INTENT OF THE SITE DEVELOPMENT STATISTICS, ABOVE, AS INTERPRETED BY THE CITY OF WHEAT RIDGE ADMINISTRATION. 3. FENCING SHALL BE CONSISTENT WITH SECTION 2"D3 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE. 4. SITE AND BUILDING LIGHTING FOR NEW SITE DEVELOPMENT AREAS SHALL BE REVIEWED BY THE CT' OF WHEAT RIDGE ADMINISTRATION TO CONFIRM CONSISTENCY WITH THE GOALS OF THE DEVELOPMENT. 5. SIGNAGE FOR NEW SITE DEVELOPMENT AREAS SHALL BE CONSISTENT WITH ARTICLE Vit OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE UNLESS MODIFIED BY A FUTURE MASTER SIGN PLAN OR APPROVED BY CITY OF WHEAT RIDGE ADMINISTRATION WITH THE SITE DEVELOPMENT PLAN. 6. LANDSCAPE MATERIAL QUANTITIES AND SIZES LOCATED WITHIN NEW SITE DEVELOPMENT AREAS SHALL BE CONSISTENT WITH SECTION 2802 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE 7. THE OWNER MS SUCCESSORS AND ASSIGNS GRANT RIGHTS AND PRIVILEGE OF ACCESS TO. AND FREE MOVEMENT THROUGH ALL CURB CUTS, PARKING AREAS. AND DRIVE AISLES WITHIN THE SHOPPING CENTER TO CUSTOMERS AND PATRONS OF THE SHOPPING CENTER 8. BICYCLE PARKING SHALL BE CONSISTENT WITH SECTION 26-5011-4 OF THE ZONING AND DEVELOPMENT CODE 9. DEVELOPMENT IN THE SOUTHEAST CORNER OF THE CENTER SHALL INCLUDE CONSIDERATION FOR UPGRADED VERTICAL LANDSCAPING, REDUCTION OF LIGHTING AT NIGHT AND HOURS OF OPERATION LIMITATIONS. APPLEWOOD VILLAGE SHOPPING CENTER Regenev Centers REVISION DATE: 2/17/15 REVISION DATE: 10/14/14 LEGALDESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHWEST ONE-OUARTER OF SECTION 29. TOWNSHIP 3 SOUTH, RANGE 09 WEST OF THE 8TH PRINCIPAL MERIDIAN. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED BELOW: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29 AND CONSIDERING THE SOUTH LINE OF SAID NORTHWEST ONE-QUARTER TO BEAR S89'28Z9'W WITH ALL BEARINGS HEREIN RELATIVE THERETO: THENCE ALONG SAID SOUTH LINE, S89.292M A DISTANCE OF 1263.09 FEET; THENCE NOO'30'31-W, A DISTANCE OF 9824 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE EAST RIGHT -QF -WAY FOR YOUNGFIELD STREET AND 60.00 FEET EAST OF THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29: THENCE PARALLEL TO THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, NDO.54'01 W, A DISTANCE OF 556.10 FEET TO THE SOUTHWEST CORNER OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDN610N THENCE THE FOLLOWING TEN (10) COURSES ALONG THE WEST, NORTH AND EAST BOUNDARIES OF SAID LOT 1: 1. CONTINUING PARALLEL TO THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, 1,100°541M W, A DISTANCE OF 667.77 FEET; 2. N89°28'17'E. A DISTANCE OF 150.00 FEET; 3. NDO'54'01'W. A DISTANCE OF 200.00 FEET; 4. SOO 26*17W, A DISTANCE OF 150.00 FEET: S. PARALLEL TO THE WEST UNE OF THE SOUTHEAST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION 29, N00°50114, A DISTANCE OF 135.14 FEET; 6, ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 192.00 FEET AND A CENTRAL ANGLE OF 77'25-5T, AN ARC DISTANCE OF 245.98 FEET WITH A CHORD BEARING N3' 48'56-E, A DISTANCE OF 227.67 FEET TO A POINT ON THE SOUTH RIGHT -QF -WAY FOR W. 38TH AVE.; 7. ALONG SAID SOUTH RIGHT -OF -WAV, N76'31'4TE, A DISTANCE OF 701.71 FEET; 8. SOO4WOB'E, A DISTANCE OF 670.37 FEET; 9. S89.2617W, A DISTANCE OF 0.68 FEET; 10. S00'SY19-E, A DISTANCE OF 762.82 FEET TO THE NORTHEAST CORNER OF LOT 2, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION; THENCE CONTINUING, SW'SY19'E ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 13350 FEET TO THE NORTHWEST CORNER OF LOT 19, APPLEWOOD VILLAGE; THENCE THE FOLLOWING FOUR (4) COURSES ALONG THE NORTHERLY, EASTERLY AND SOUTH BOUNDARIES OF LOTS 19 AND 20, APPLEWOOD VILLAGE: 1. S48'30'24 -E, A DISTANCE OF 234.05 FEET: 2. ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 45.00 FEET AND A CENTRAL ANGLE OF 188°3841', AN ARC DISTANCE OF 148.16 FEET WITH A CHORD BEARING S37'10'161W. A DISTANCE OF 69,74 FEET; 3. SOO 54'01'E, A DISTANCE OF 38tH FEET; 4. S89'29'29W, A DISTANCE OF 117.57 FEET TO THE SOUTHWEST CORNER OF SAID LOT 20; THENCE CONTINUING, S89°2929W, A DISTANCE OF 37,43 FEET TO THE NORTHEAST CORNER OF LOT 23, APPLEWOOD VILLAGE; THENCE ALONG THE EAST LINE OF SAID LOT 23, SOO°54'01'E, A DISTANCE OF 115,21 FEET TO A POINT ON THE NORTH LINE OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO.2OD0031587: THENCE THE FOLLOWING TWO (2) COURSES ALONG THE NORTH BOUNDARY OF SAID PARCEL: 1. M02°31'21 W, A DISTANCE OF 83.00 FEET; 2. NBB'13'59W, A DISTANCE OF 72.07 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE BARGAIN AND SALE DEED RECORDED AT RECEPTION NO. 20"8093175; THENCE THE FOLLOWING TEN (10) COURSES ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL: 1. NBW14'22W, A DISTANCE OF 5835 FEET; 2. ALONG THE ARC OF A NOWTANGENT CURVE TO THE LEFT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLE OF BT1446", AN ARC DISTANCE OF 14A6 FEET WITH A CHORD W BEARING N44°37'16, A DISTANCE OF 13.11 FEET; 3. S89.0 5'15W, A DISTANCE OF 8736 FEET; 4, S00'24'32'E, A DISTANCE OF 8.16 FEET; 5. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 9.50 FEET AND A CENTRAL ANGLE OF 89'3271', AN ARC DISTANCE OF 14.05 FEET WITH A CHORD BEARING S44°2119W, A DISTANCE OF 13.38 FEET: e. S89'0749W, A DISTANCE OF 13621 FEET; 7. ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 950 FEET AND A CENTRAL ANGLE OF 9040'44', AN ARC DISTANCE OF 15.04 FEET WITH A CHORD BEARING N45'31'S0'W, A DISTANCE OF 1351 FEET: 8. N00'l 128W, A DISTANCE OF 200 FEET; 9. S89'4W32W, A DISTANCE OF 3254 FEET; 10. THENCE SW'54'01'E, A DISTANCE OF 4.64 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 2011095840, THENCE ALONG THE NORTH LINE OF SAID PARCEL S89"2929W, A DISTANCE OF 14991 FEET TO THE NORTHEAST CORNER OF THE PARCEL DESCRIBED BY THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION N0. -11096012: THENCE THE FOLLOWING TWO (2) COURSES ALONG THE NORTH UNE OF SAID PARCEL: 1. CONTINUING SSW29'29W, A DISTANCE OF 100.77 FEET; 2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 39.50 FEET AND A CENTRAL ANGLE OF 89°3663', AN ARC DISTANCE OF 61.78 FEET WITH A CHORD BEARING N45°42'05W, A DISTANCE OF 55.67 FEET TO THE POINT OF BEGINNING; CONTAINING 1,605.152 SQUARE FEET OR 34.564 ACRES, MORE OR LESS. CASE HISTORY WZ-73.14:RC-t W RC WZ-75-15tRC lo PUO WZ-77-15 tet amendment WZ-826: 2nd smendmant WZ-04-1B: 3rd amendment WZ•86-15: 4th amendment WZ41,14: Sth amerWment MS -98.2: plat WZ.983:6th amendment WZ-04-09: 7m amendment WZ-10-06: 8m amendment INZA".9h amendment SHEET INDEX 1 COVERSHEET 2 OVERALL SITE PLAN SHEET NO. 1 of 2 PREPARED BY: NAOS DESIGN GROUP, LLC SCALE: AS SHOWN ■ JOB#: 2010011 ■ ISSUE DATE: 09/12/14 ZONED R -1A ACCESS ZONED R -1A APPLEWOOD VILLAGE SHOPPING CENTER - AMENDMENT #9 ACCESS DRI E �1 ZONED R -1A �� 1 a< % 4 ACCESS DRIVE y s OUTLINE DEVELOPMENT PLAN LAND LOCATED IN THE EAST 1/2 OF THE N.W. 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. RIVERVIEW ACRES THIRD FILING ZONED R-2 �\\\\\\\x-,; to W ULU U a a a Naos Design Group, LLC Kimley Horn 4949 SOUTH SYRACUSE ST. SUITE 460 990 SOUTH BROADWAY SUITE 200 O DENVER, COLORADO 80237 DENVER, COLORADO 80209 (p) 303.759.5777 (1) 720.360.4281 (p) 303.228.2300 www.naosdg.com www.kimley-horn.com ZONED NC NOTES, 1. EXISTING BUILDINGS SHOWN HATCHED 2. AREAS OF POSSIBLE DEVELOPMENT OR RE -DEVELOPMENT ARE LABELED 'FUTURE SDP AREA' 3. EXISTING IMPROVEMENTS PROPOSED TO BE REMOVED ARE SHOWN DASHED. ADDITIONAL IMPROVEMENTS MAY ALSO BE REMOVED AND WILL BE IDENTIFIED IN FUTURE SITE DEVELOPMENT PLANS. NED R -1A 4. ALL FUTURE DEVELOPMENT MAY NOT BE ® WRIGHT COURT LABELED*FUTURE SDP AREA'BUT WILL STILL BE SUBJECT TO SITE DEVELOPMENT PLANS (SDP)L APPLEWOOD VILLAGE SHOPPING CENTER Reaencv Centers THE ACCESS POINTS AND INTERNAL CIRCULATION SHOWN ON THIS ODP REFLECT THE EXISTING CONDITIONS FOR THE OVERALL DEVELOPMENT AT THE TIME OF THE ADOPTION OF TME ODP. THE ACCESS POINTS MAY CHANGE, LIKELY CONSOLIDATED, AS INDIVIDUAL PARCELS ARE RE DEVELOPED AND INCORPORATED INTO THE OVERALL DEVELOPMENT. THIS WOULD ALSO UKELY CAUSE A CHANGE IN THE INTERNAL CIRCULATION SHOWN ON THE ODP. CHANGES TO THE NUMBER AND LOCATION OF THE ACCESS POINTS AND RESULTING CHANGES TO THE INTERNAL CIRCULATION THAT MAY OCCUR AS A RESULT OF REDEVELOPMENT OF INDIVIDUAL OR MULTIPLE PARCELS WILL BE EVALUATED DURING THE REVIEW OF THE SITE SPECIFIC DEVELOPMENT PLANS FOR THOSE PARCELS. REVISIONS TO THE ODP WILL NOT BE REQUIRED UNLESS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. <'N 8�� �` 0 40 0so SCALE L" = 80' SHEET NO. 2 of 2 REVISION DATE: 2/17/15 PREPARED BY: NAOS DESIGN GROUP, LLC REVISION DATE: 10/14/14 SCALE: AS SHOWN ■ JOB#: 2010011 ■ ISSUE DATE: 09/12/14 EXHIBIT 4: REDEVELOPMENT AREA In the image below, the redevelopment area is outlined in red. This area is subject to the SDP. EXHIBIT 5: SITE PHOTOS View north from 32nd at shopping center entrance View looking southeast to retail building to be demolished View east towards Old Chicago building to be demolished entrance View looking south towards 32nd and the shopping center entrance View north from 32nd at existing parking lot View north from 32nd at shopping center entrance View northwest from Wright Court towards rear of Old Chicago building View east from Wright Court towards rear residential properties on Wright Street building EXHIBIT 6: SDP DOCUMENT [see attached 11 x 17 exhibit] %'A %'J /A AlIllldl LIST OF CONTACTS APPLICANT/DEVELOPER KING SCOPERS. INC. 65 MOM STREET DENVER, COLORADO 80223 TEL: (303) 778-2766 CONTACT: WE SCHEO(EL OWNER RECENCY CENTERS, L.P. 848 E. ORCHARD ROAD, SUITE 6900 GREENWOOD VfUGE, CO (303) 300-'...11.35 CONTACT: ERIC CHEK& EMNL'. ri NNaNregeneycenl,scem ENGINEER GALLOWAY k COMPANY. INC. 6162 S. WILLOW DRVE. SLATE 320 GREENWOOD VILLAGE. COLORADO 80111 TEL (303) 770-8864 FAY: (303) 770-3636 CONTACT: MATTHEW F. (REVISE, P.E., PLS. EMML NOuhaimeOgal6rarya.Cam LANDSCAPE ARCHITECT GALLOWAY A, COMPANY, INC. 6162 S. MEDIA DME. SLATE On Y+r3Nw viuc coLORAro 8111 TEL 303 770- FAY: 81) ]70-3636 CONTACT: JOSEPH WILSON, RU E., JoeWdsonBGaAPvayJS.cam ARCHITECT GALLOWAY AT COMPANY, INC. 6162 S. WILLOW DRIVE, STATE 320 GREENWOOD VILIAGE COLORADO 8111 TEL 1303)) ]70-884 FAX: (]OJ) 770-3636 CONTACT.. MME CHILDERS. ATA E44L'. NiieChiM,sBCnlla•aytlSsom UTILITY CONTACTS WATER CONSOLIDATED MUTUAL WATER DISTRICT 1278 WEST 2 T AVENUE LAKEWOOD. CO 80215 TEL: (303) 238-0451 SANITARY SEWER NORTHWEST LAXEW000 WATER AND SATUATION DISTRICT 141 LIMON BLVD. #15 UIEWYJOD, CO 80225 TEL (303) 987-0835 WHEAT RIDGE ARE PROTECTION DISTRICT 3880 UPHNA STREET WHEAT RDDE, M 8873 TEL (303) 403-5903 STORM SEWER WHEAT RIDGE PUBLIC WORKS DEPARTMENT 7500 WEST 79TH AVENUE WHEAT RIDGE, W BOD33 TEL (303) 235-2871 ELECTRICAL/GAS %CEL ENERGY 10001 'WEST HAIIPDEN AVENUE LANEW'OW. COLORADO 8227 TEL (303) 716-2053 CHARACTER OF DEVELOPMENT STANDARDS ANARCHITECTURAL FOR THIS DEVELOPMENT WILL MATCH THE EXISTING E EC URAL MA7 ALEPo M4 OF THE DEVELOPMENT (GROCERY STORE. THE THE REAR O MCNITECNRAL MATERIALSBE SCREECHED FROM THE ADJOINING RESIDENTIAL (HAREASUSNE S HOURS. LEVELS AT THE REAR OP THE SITE WILL BE REDUCED OFFER STANDARD BwSNESS HOURS. VARIANCE REQUEST THE PROPERTY IS LOCATED WENN THE 'CONTEMPORARY OVERLAY DISTRICT` THIS PROPOSED DEVELOPMENT DOES NOT MEET THE BUILD -TO LINE OF 0' TO 2D' FROM THE PRIMARY STREET FOR 40% OF THE STREET FRONTAGE. OPERATIONAL LIMITATIONS THE FUELING STATION WILL DE OPEN AND 1AANNFD BETWEEN THE MOMS OF 6 AM TO 10 PM. AFTER ID PM DURING HOURS OF UNMANNED FUEL SALES 10 PM TO 6 AM THE SITE LIGHTING AT THE REAR OF THE SITE SHAL BE REDUCED TO SECURITY LIGHTING. DETENTION POND THIS AREA HAS BEEN DESIGNED TO DET)N WHO CONVEY THE RUNOFF FROM THE 100 -YEAR EVENT, THE DETENTION POND CONTAINS A TWO-STAGE STILLING BASIN ROUTING RUNOFF DOWN A CONCRETE TRICKLE CHANNEL. THE RUNOFF IS ROUTED TO A DE(ENTONI RELEASE STRUCTURE THAT REGULATES THE AMOUNT OF RUNOFF ENTERING THE STORM SEWER DOWN STREAM. A SECTION OF RIP -RAP HAS BEEN ADDED TO ALLOW FOR ADDITION& ENERGY DISSIPATION WEST OF THE WRIGHT COURT CUL-DE-SAC . APPLEWOOD VILLAGE CENTER PLANNED COMMERCIAL DEVELOPMENT, AMENDMENT �t1 3PECFIC DEVELOPMENT PLAN KING SOOPERS FUELING CENTER - 32ND AND YOUNGFIELD VI(N T N K U MOTOR VECHICLE FUELING E I�i Wap � D W 35TH AVENUE I I H 55,047 SO. Fl. 1.264 ACRES Q 35,997 S0. FL 0,826 ACRES ��' �• �i�l iI � BEGINNING RT THE SOUTHEAST CORNER OF LOT 23. BLOCK 1 APILLWOOD ADAGE i . ISO SO. Fi. SUBDNSION, 510 POINT BEING ON THE NATION RIGHT OF WAY USE 9 32ND AVENUE THENCE N0754'01NW ALONG THE WEST UNE OF SAID LOT 23 A 06TMCC OF 115.21 FEET i1111. Ei i 6.88 50. FT. NT 10 THE iRUC POOF BROWNING THENCE DE FOLLOWING 8 COUFSES: 12-W 29-1 A 06TM'CE OF 25.00 FEET. 4 nun PROMffD - E W p p 7,060 CO. FT. 12.83% FUEL ME WIDSGWNG Z F 18,275 S0, F1. 33.20% DEPEXg701 POND LWDSW NG Q 32,286 SD. Fl 8911% Li � • I���- ?32ND ))CHORD :011 E OF 14CE FEET, 11EARINGFECT; SIT 10' I6 -l; B)SBB 29' 29 *W AAA DIST OF 155.6 W 33RD AVE. 28,691 SD, FF. 52.12 IT PINKING THE BASIS OF BEARINGS ME BASED UPON THE SOUTH UNE OF NORTHWEST CHARTER OF SECTION 29, BEARING N AT 29' 29' E a IB 2 PER-SIONSDR ■■ *-1=35` 1 SITE .��/!.per%'N'�.'�; NONE aL LOCATED IN THE SOUTHEASTERN CORNER OF THE APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION. THE FUEL STATION IS BOUNDED BY M EXISTING BUILDING WITH VARIOUS SHOPS TO THE NORTH, A PUBLIC RIGHT-OF-WAY ALONG WEST 32ND AVENUE 1 ' ha ''oleo - KSF00020.01 TO THE SOUTH, THE PROPOSED DETENTION POND TO EAST, AND M ACCESS DRIVE Sheet Scale: ry /A FROM 32ND AVENUE 10 THE APPLEWOOD VILLAGE SHOPPING CENTER TO THE WEST. DETENTION AREA, Oe "i d BY: W 32TH AVENUE fn LOCATED NEAR THE SOUTHWESTERN CORNER OF THE APPLEWOOD VILLAGE SUBDIVISION, THE DETENTION AREA IS BOUNDED BY A RESIDENTIAL HOMES TO THE NORTH, M Arc..n Dy: JAR DING TO THE SOUTH, A CUL-DE-SAC PERTAINING TO WRIGHT COURT TO EXISTING BUILDING THE EAST, AND THE PROPOSED FUELING STATION TO THE WEST, Dale DECEMBER 19, 20 14 �is: Fre: HSFD20_P_DI �cvr awg COVER ADJACENT LAND USE ADJACENT ZONING � NORTH: COMMERCIAL PCD LS cl O3C L11V SOUTH: RIGHT OF WAY N/A CASE HISTORY: EAST: COMMERCIAL PCD WZ-14-09 I 01 WEST: COMMERCIAL PCD WZ-14-14 W 317E 3 A I ja I I VI(N T 64+' = 20L STALL MAP SHEET INDEX SHEET NO. DESCRIPTION 01 COVER SHEET 02 EXISTING CONDITIONS (ALTA SURVEY) 03 SiTE & UTILITY PLAN 04 GRADING PLAN 05 PHOTOMETRIC PLAN 06 PHOTOMETRIC SECURITY LIGHT PLAN 07 PHOTOMETRIC DETAILS 08 LANDSCAPE PLAN- NEL SITE 09 LANDSCAPE PLAN- DETENTION POND 10 LANDSCAPE DETAILS & NOTES 11 E MICR ELEVATIONS AND SIGNAGE 12 SECTION PLAN NEW GENERAL SiTE DESCRIPTION PROJECT DESCRIPTION: CONSTRUCTION OF A 9 MULTIPLE PRODUCT DISPENSER FUEL CANOPY, 18 S.F. KIOSK, AND ASSOCIATED LANDSCAPING, PARKING, AND DRIVES. CURRENT/PROPOSED ZONING: ZONING FOR THIS PROPERTY IS PLANNED COMMERCIAL DEVELOPMENT ACCESS. IN PRINCIP& MEANS OF ACCESS ARE FROM 32ND AVENUE TO THE SOUTH, YOUNGFIELD TO THE WEST, AND 38TH AVENUE TO THE NORTH, IN ADDITION INTERNAL ACCESS IS PROADEO BY PRIVATE ACCESS DRIVES. OWNER'S CERTIFICATE THE BELOW SIGNED OWNERS DR LEGALLY DESIGNATED AGENT(S) THEREOF DO HEREBY AGREE THAT THE PROPERTY RECALLS DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH HE RESTRICTIONS AND CONDITIONS (IED BY IN THIS )PECTIC DEVELOPMENT PIAN', AND OV MAY OTHERWISE BE REQUIRED T CREATE (WE) FURTHER RECOGNIZE THAT THE APPROVAL RT THIS TS PLM DOES NOT CREATE A VESTED PROPERn RIGHT. VESTED PROPERTY RIGHTS MAY ONLY MISE PND ACCRUE PURSUANT TO THE PROMSIDNS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF TAWS. AUTHORIZED OWNER'S REPRESENTATIVE (REGENCY CENTERS INC) STATE OF COLORADO ) SS COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _DAY OF ----" AD. 20--- �------- --- WITNESS W HAND AND OFFICIAL SEL MY COMUSSION EXPIRES: NOTARY PUBLIC ----------- CITY CERTIFICATION APPROVED THIS _ My Or _------- --------- BY ,___ -- BY INC CT' O WHEAT RIDGE. ATIEST CRY CLERK MAYOR COWILNLOPROJ DIRECTOR 'OUNTY CLERK AN STATE OF COLORADO ) 3 5$ COUNTY OF JEFFERSON I HEREBY CERTIFY THAT THIS PUN WAS DIED IN THE OFFICE OF THE COUNT' CLERK AND RECORpER OF JEFFERSON COUNTY AT GOLDEN, COLORADO. AT ON THE - DAY OF A.D., IN BOY-, PAGE_, RECEPTION N0. _ JEFFERSON COUNTY CLERK MO RECORDER er: DEPun SURVEYORS CERDFICATE I, Cameron 4. WWwn A.Mrcty Certify that IN wive, PI the Soa q of App-od WIMge SNopp;h9 Cent, 5U6divis eos made 6y IN, or under my direct wperfslon - 0 the Leet of my Nnm M9e. W -Um OLIN Ne6et, in Rccardanu rith a8 app6ca6M COIP'ad0 Motules, wrrehl r..d ed66.. os ommtlM. Me ocwmponyinq pbn .-Ploy 'woo'nts said '_'. (Survryors Seal) Signature APPROVED THIS -DAY OF . 2015, BY THE WHEAT RIDGE PUNNING COBNSSIOH, CHARPERSON SITE DATA TABLE EXISTING ZONING e PROPCSEC LAND USE MOTOR VECHICLE FUELING E I�i LOCATE AND LOTS 19 AND ZO AP DVILLAGE 10N LOCATED IN VILLAGE CENTER SUBDRANORTHWEST I I H 55,047 SO. Fl. 1.264 ACRES DETENTION POND LOT 1 35,997 S0. FL 0,826 ACRES ��' �• �i�l iI � BEGINNING RT THE SOUTHEAST CORNER OF LOT 23. BLOCK 1 APILLWOOD ADAGE i . ISO SO. Fi. SUBDNSION, 510 POINT BEING ON THE NATION RIGHT OF WAY USE 9 32ND AVENUE THENCE N0754'01NW ALONG THE WEST UNE OF SAID LOT 23 A 06TMCC OF 115.21 FEET i1111. Ei i 6.88 50. FT. NT 10 THE iRUC POOF BROWNING THENCE DE FOLLOWING 8 COUFSES: 12-W 29-1 A 06TM'CE OF 25.00 FEET. 4 nun PROMffD - E W p p 7,060 CO. FT. 12.83% FUEL ME WIDSGWNG Z F 18,275 S0, F1. 33.20% DEPEXg701 POND LWDSW NG Q 32,286 SD. Fl 8911% Li � • I���- A � A ))CHORD :011 E OF 14CE FEET, 11EARINGFECT; SIT 10' I6 -l; B)SBB 29' 29 *W AAA DIST OF 155.6 NEL SITE HMDSGWE/ PAVEMENT 28,691 SD, FF. 52.12 IT PINKING THE BASIS OF BEARINGS ME BASED UPON THE SOUTH UNE OF NORTHWEST CHARTER OF SECTION 29, BEARING N AT 29' 29' E Olt, �. IB 2 PER-SIONSDR ■■ *-1=35` 1 IN FRONT OF N. .��/!.per%'N'�.'�; NONE 64+' = 20L STALL MAP SHEET INDEX SHEET NO. DESCRIPTION 01 COVER SHEET 02 EXISTING CONDITIONS (ALTA SURVEY) 03 SiTE & UTILITY PLAN 04 GRADING PLAN 05 PHOTOMETRIC PLAN 06 PHOTOMETRIC SECURITY LIGHT PLAN 07 PHOTOMETRIC DETAILS 08 LANDSCAPE PLAN- NEL SITE 09 LANDSCAPE PLAN- DETENTION POND 10 LANDSCAPE DETAILS & NOTES 11 E MICR ELEVATIONS AND SIGNAGE 12 SECTION PLAN NEW GENERAL SiTE DESCRIPTION PROJECT DESCRIPTION: CONSTRUCTION OF A 9 MULTIPLE PRODUCT DISPENSER FUEL CANOPY, 18 S.F. KIOSK, AND ASSOCIATED LANDSCAPING, PARKING, AND DRIVES. CURRENT/PROPOSED ZONING: ZONING FOR THIS PROPERTY IS PLANNED COMMERCIAL DEVELOPMENT ACCESS. IN PRINCIP& MEANS OF ACCESS ARE FROM 32ND AVENUE TO THE SOUTH, YOUNGFIELD TO THE WEST, AND 38TH AVENUE TO THE NORTH, IN ADDITION INTERNAL ACCESS IS PROADEO BY PRIVATE ACCESS DRIVES. OWNER'S CERTIFICATE THE BELOW SIGNED OWNERS DR LEGALLY DESIGNATED AGENT(S) THEREOF DO HEREBY AGREE THAT THE PROPERTY RECALLS DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH HE RESTRICTIONS AND CONDITIONS (IED BY IN THIS )PECTIC DEVELOPMENT PIAN', AND OV MAY OTHERWISE BE REQUIRED T CREATE (WE) FURTHER RECOGNIZE THAT THE APPROVAL RT THIS TS PLM DOES NOT CREATE A VESTED PROPERn RIGHT. VESTED PROPERTY RIGHTS MAY ONLY MISE PND ACCRUE PURSUANT TO THE PROMSIDNS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF TAWS. AUTHORIZED OWNER'S REPRESENTATIVE (REGENCY CENTERS INC) STATE OF COLORADO ) SS COUNTY OF JEFFERSON THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _DAY OF ----" AD. 20--- �------- --- WITNESS W HAND AND OFFICIAL SEL MY COMUSSION EXPIRES: NOTARY PUBLIC ----------- CITY CERTIFICATION APPROVED THIS _ My Or _------- --------- BY ,___ -- BY INC CT' O WHEAT RIDGE. ATIEST CRY CLERK MAYOR COWILNLOPROJ DIRECTOR 'OUNTY CLERK AN STATE OF COLORADO ) 3 5$ COUNTY OF JEFFERSON I HEREBY CERTIFY THAT THIS PUN WAS DIED IN THE OFFICE OF THE COUNT' CLERK AND RECORpER OF JEFFERSON COUNTY AT GOLDEN, COLORADO. AT ON THE - DAY OF A.D., IN BOY-, PAGE_, RECEPTION N0. _ JEFFERSON COUNTY CLERK MO RECORDER er: DEPun SURVEYORS CERDFICATE I, Cameron 4. WWwn A.Mrcty Certify that IN wive, PI the Soa q of App-od WIMge SNopp;h9 Cent, 5U6divis eos made 6y IN, or under my direct wperfslon - 0 the Leet of my Nnm M9e. W -Um OLIN Ne6et, in Rccardanu rith a8 app6ca6M COIP'ad0 Motules, wrrehl r..d ed66.. os ommtlM. Me ocwmponyinq pbn .-Ploy 'woo'nts said '_'. (Survryors Seal) Signature APPROVED THIS -DAY OF . 2015, BY THE WHEAT RIDGE PUNNING COBNSSIOH, CHARPERSON SITE DATA TABLE EXISTING ZONING PLANNED COMMERCIAL DEVELOPMENT (PCD) PROPCSEC LAND USE MOTOR VECHICLE FUELING TOTAL NEA LOCATE AND LOTS 19 AND ZO AP DVILLAGE 10N LOCATED IN VILLAGE CENTER SUBDRANORTHWEST FUEL STATION LOT If 55,047 SO. Fl. 1.264 ACRES DETENTION POND LOT 1 35,997 S0. FL 0,826 ACRES TUDOR AF FA BY USE � BEGINNING RT THE SOUTHEAST CORNER OF LOT 23. BLOCK 1 APILLWOOD ADAGE KIOSK ISO SO. Fi. SUBDNSION, 510 POINT BEING ON THE NATION RIGHT OF WAY USE 9 32ND AVENUE THENCE N0754'01NW ALONG THE WEST UNE OF SAID LOT 23 A 06TMCC OF 115.21 FEET CANOPY 6.88 50. FT. NT 10 THE iRUC POOF BROWNING THENCE DE FOLLOWING 8 COUFSES: 12-W 29-1 A 06TM'CE OF 25.00 FEET. w O Q nun PROMffD BUILDING COVERAGE W p p 7,060 CO. FT. 12.83% FUEL ME WIDSGWNG Z F 18,275 S0, F1. 33.20% DEPEXg701 POND LWDSW NG Q 32,286 SD. Fl 8911% 444Q111 ))CHORD :011 E OF 14CE FEET, 11EARINGFECT; SIT 10' I6 -l; B)SBB 29' 29 *W AAA DIST OF 155.6 NEL SITE HMDSGWE/ PAVEMENT 28,691 SD, FF. 52.12 IT PINKING THE BASIS OF BEARINGS ME BASED UPON THE SOUTH UNE OF NORTHWEST CHARTER OF SECTION 29, BEARING N AT 29' 29' E STANDARD IB 2 PER-SIONSDR ACCESSIBLE 1 IN FRONT OF N. BCYCLE NONE FUELING STATION: LEGAL DESCRIPTION KING SOOPERS FUEL TRACT: A TRACT OF LVID LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPNG (TINIER SUBDIVISION ANO LOTS 23 ANO 24 APREISVDD VENCE SUBDIMSION LOCATED IN THE NORTHWEST ONE -WARIER OF SECTION 29, TOWNSHIP 3 SORH, RANGE 8 WEST, 6TH P:4. STATE OF COLORADO, JEFRSDN COUNTY DESCRIBED AS FIXLOWS: BEGINNING Al THE SOUTHEAST CORNER BE SAID LOT 23, BLOCK 1 APREWWD VILLAGE SUBYVSDN, SAID POINT BEING ON THE FORTH RIGHT OF WAY USE OF 32ND AVENUE AND THE TRUE PONT OF BEGINNING THENCE THE FOLLOWING 14 COURSES. 1) N87 J1' 21'W A DISTANCE OF 6390 FEET; 2)j N8B 13' 59-1 A 06TMCC OF 72 OJ FEET; 3) NBB 14 2214 A DLSTMCE OF 58.35 fEE1: 4) THENCE ALDNG THE ARC OF A NON -TANGENT CURVE 70 THE L MNNG M ARE LENGTH OF 14.46 FEET A RADIUS OF 9.50 AN DELTA OF 6T14' 16'(d.1) A CH08 F 11F NM' J'1-" DISTINCT 0 13 TET, SEWING J 6 5j NW OS' IS -N A DISTANCE 0E 10.33 REI; 6) THEN 57' LONG A DISTINCT Of ANGELA FEET; 7) THENCE ALONG THE ARC OFA TANGENT CUM EE THE LT]ti HAVING AN ARC LENGTH OF 856 FLET, A RADIUS E 200.00 RFT A DELTA OF 2505'W (dms), A CHORD DISTANCE O RC O FEET, BEARING Nttl EF SARI 8) 11.64THENCEF ET, A THE ARC OF A CLARET TO THE AO hOTM-6. INC LENGTH OF OF 1 RET, A RADIUS OF 230.8 FEET, M DELTA O 075]'56, A CHORD gSiMGE 6 NCE FEET, BEATING A 40' E TO 9) THENCE ALONG THE ARC OFA CURVE TO THE RXkli HAWNC M MC LENGTH W 14357 FEET, A T, BEA OF ME' M DELTA OF 55'11'02' (dms) , A CHORE gSTASAE OF 17.92 FEET, DARING N46' 591E 10% N00' 01' i113'WA DISTANCE OF 45 45.54 FEET; 11) N89' 57' 47) A DISTANCE OF 1]8.99 RET; 12 SOP 02' 25 E A DISTANCE OF: 156.50 REI: 13) N8 29' 29'E A DISTANCE OF 25.00 FEET: t4 SOP 54' O1'E A DISTANCE OF 115.21 FEET, TO THE ONE PONT OF BEGINNING. SAID TRAGI OF LAND CONTAINS 55.047 SQUARE REE: THE BASIS OF BEARINGS ARE BASED UPON THE SOUTH USE OF ME NORTHWEST CLARIFIER OF SECTION 29. BENNNC N 89' 29' 29' E DETENTION POND IMM W A TRACT OF LAND LOCATED W A PORTION IX LOT I, VUUGE N LOCATE AND LOTS 19 AND ZO AP DVILLAGE 10N LOCATED IN VILLAGE CENTER SUBDRANORTHWEST , TOWNS IP RA ONE -QUA OF SECTION 29, TOWNSHIP J SOUTH, ROYCE 69 WEST, 6TH THE SOUTSUBH, STATE OF O. JEFFERSON P.Y. STATE OF CIXYRMO, JEFIERSON CWNIY DESCRIBED 355 FOLLOWS : ca � BEGINNING RT THE SOUTHEAST CORNER OF LOT 23. BLOCK 1 APILLWOOD ADAGE SUBDNSION, 510 POINT BEING ON THE NATION RIGHT OF WAY USE 9 32ND AVENUE THENCE N0754'01NW ALONG THE WEST UNE OF SAID LOT 23 A 06TMCC OF 115.21 FEET 0} OU NT 10 THE iRUC POOF BROWNING THENCE DE FOLLOWING 8 COUFSES: 12-W 29-1 A 06TM'CE OF 25.00 FEET. w O Q o*6 Li Ur J N88 SY 4]'E A DISTANCE OF 47.21 RET; 2})})NOD' 02' 25'W A DISTANCE OF 158.50 RET: W O W p p 4 NOC 02' 25-3 A 061MCE OF 118.50 FEET; 5 547 30' 241E A DISTANCE OF 24906 FEET. U O coVJ Z F 6 THENCE HONG THE ARC OF A NON -TANGENT CURVE 10 THE LEFT HIVING AN ARC O Q LENIN O 148.16 FEEL. A RADIUS OF 45.OD FEET, A DELIA O 1883841' (dms), A 444Q111 ))CHORD :011 E OF 14CE FEET, 11EARINGFECT; SIT 10' I6 -l; B)SBB 29' 29 *W AAA DIST OF 155.6 a Z Z_ W J SAID TWIT OF LAND CONTAINS 35,997 SQUARE FCO: THE � THE BASIS OF BEARINGS ME BASED UPON THE SOUTH UNE OF NORTHWEST CHARTER OF SECTION 29, BEARING N AT 29' 29' E DELI W LL Q BOUNDARY DESCRIPTION FUELING STATION: LOCATED IN THE SOUTHEASTERN CORNER OF THE APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION. THE FUEL STATION IS BOUNDED BY M EXISTING BUILDING WITH VARIOUS SHOPS TO THE NORTH, A PUBLIC RIGHT-OF-WAY ALONG WEST 32ND AVENUE 1 ' ha ''oleo - KSF00020.01 TO THE SOUTH, THE PROPOSED DETENTION POND TO EAST, AND M ACCESS DRIVE Sheet Scale: ry /A FROM 32ND AVENUE 10 THE APPLEWOOD VILLAGE SHOPPING CENTER TO THE WEST. DETENTION AREA, Oe "i d BY: MGD LOCATED NEAR THE SOUTHWESTERN CORNER OF THE APPLEWOOD VILLAGE SUBDIVISION, THE DETENTION AREA IS BOUNDED BY A RESIDENTIAL HOMES TO THE NORTH, M Arc..n Dy: JAR DING TO THE SOUTH, A CUL-DE-SAC PERTAINING TO WRIGHT COURT TO EXISTING BUILDING THE EAST, AND THE PROPOSED FUELING STATION TO THE WEST, Dale DECEMBER 19, 20 14 �is: Fre: HSFD20_P_DI �cvr awg COVER ADJACENT LAND USE ADJACENT ZONING SHEET NORTH: COMMERCIAL PCD SOUTH: RIGHT OF WAY N/A CASE HISTORY: EAST: COMMERCIAL PCD WZ-14-09 I 01 WEST: COMMERCIAL PCD WZ-14-14 ALTA/ACSM LAND TITLE SURVEY APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION SITUATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 3 40 20 0 40 SCALE V = 40' i ! 0 OOZ OZ OUO 2 ao?QO a U3UH U w } w Z° �0< W ( , O O �./ 0 ow Zo N CLC Q a --CL w v Q Q 3 0 Q = ri V) O z m O IL z O a U N W 1 -- -r'- -W-Vw- 5 /- -W- - '02'- _ FFL 14.47� R = , 1,�.00�\ QH6 _= N 46'51'59" E �CH9=�13.918'------- 3s 02'53'56" " ' L = 11.64' A R = 230.0b' i CHB = N , 2040 6" E ;GTI j RCEL A CHID- 11.637 LOT 1 PPLEWOOD VIPGV 23-05' : L = 80.5$' R , = 200.00' CHB - N 10-34'54" E �HD 80.032 10I ]9 4 3 \- Ln � CC / H C Ip � L° M 6 I� / ( Lf1 0 0 / Z -4 - - arc 9'05'15_' W 0.33'-`� - 32 I ' I 11 I I I1 I 10 � I ) J_ L ° r�jB't4.'22. W 58.35' Q= 87'14'16" L = 14.46' R = 9.50' CHB = N 44.37'16" W CHD = 13.107' — — -G- Im _ APPLEWOOD VILLAGE CENTER PLANNED COMMERCIAL DEVELOPMENT, AMENDMENT VW EC IC DEVELOPMENT I eL\ \ �— ACING SOOPERS FUELING CENTER —\ 32ND AND YOUNGFELD 0 0 1 \ PARCEL G \k\ \ \k \ \ L/l(9oF LOT 2 APPLEWOOD VILLAGE � 9,0 14 47.2 R LOT 19 \ \ \ \ \ \ APPLEWOOD VILLAGE II i Mom -7 --- It 32 % } ze ED _ { E° LD O ISE) P _ �'tDo 06 � ;\ m= / / I LOT 20 24 / I APPLEWOOD VILLAGE 5Jul / B- - i5- - -SS- - -55- - i8- -55 .tti c o ol — — — m N 89'29'29" E _ 1-5-500— T 5500 ,,..- LOT 24 37 LOT 23 APPLEWOOD VILLAGE APPLEWOOD VILLAGE 88' 1359'_ W 72.07_D-�� 82'31'21" 21 �w o LOT 19 I �n APPLEWOOD VILLAGE I I io I , I� I i — -Ur- - —U7_ W 8 93.MMT I -w t W 32ND AVE B'� -W` -W` -W- -W- -W- -W- - -W- T -W` - -W._ A- -WI - -� - -W- -W- -W- _W- -W- -_.W_ - SOUTH LINE NW 1/4 SEC 29 N 89' 29 '29"E --------------------------------- ------------ ------------- --_ ----f ---- -G- - -G- I- -G- -G- -GJ -" -SS- - -SS- - -SS- - -S5- - -Sc_ -SS- - -SS- - --SS- _ -59- - -SSS - -SS- - -SS- --55-SS- -�SS- - -SS- - -SSI-SS- - -SS_ --i -SS- _ -SS- - -55- - -SS- _ -SS- - -56-__ -SS- _ -SS- - -55- -SS- _ -SS- - -SS- - -S- - -SS- - -SS__ SITE LEGEND -----� PROPOSED PROPERTY BWNOIRY LINE BY REPEAT ------- ADJACENT PROPERTY BOUNDARY LINE 3a SECTION LINE CENTER LANE EASEMENT BOUNDARY LINE oa TRAFFIC DIRECTION PROPOSED WE LIGNTING WALL PACK LIGHT ( STREET LIGHT EkVING TRAFi1C POLE 0. EXISUNG ME HYDRANT EXISTING MANHOLE COVET Ia UTILITY PEDESTAL EXISTING INLET PROPOSED INLET EA NO TO REMAIN h EX TING RETAINING WNL EXISTING TO BE REMOVED PROPOSED NEW NEW - W- PROJECT UMBS SCHEDULE: P,,o t No: KSF000: Sheet Scale: 1• _ Dy: O PROPOSED 43'-O'NDE, 159'-6' LONG CANOPY (6.858 SF) m � Disk F-11 KSF020_1_O}-111 O PROPOSED B'-11 1/2' X 22'-6 1/2' KM (202 SF) WHH INTERNAL RESTROOM 03 O PROPOSED Y -O' X 5'-0' ISLAND W/ WULTPLE PROWCT )SPENSM OW 9) � O PROPOSED INVERTED U -SIU ED DOOMD (TYP. 18) �p O PROPOSED CANOPY COLUMN (TRP. 10) O fd3 © PROPOSED 6' PIPE BOUMD Or, 4) O PROPOSED wENTCN POND BY OTHERS O PROPOSED 6- THICK RENFORCED CONCRETE SLAB UNDER GUPPY SLAB OVER NEL TANKS O PROPOSED B' THICK REINFORCED CONCRETE tT. o tltltl VL R 10 PROPOSED 6' CONCRETE CURB AND CURER 11 PROPOSED HPAW DIM ASPFALT PAVEMENT ry $ m 12 PROPOSED STORM SEWER PIPE AND MANHOLE BY CETI ,3 PROPOSED ONE 30.000 GALLON SINGLE COMPARTMENT UNDERGROUND DOUBLE MNL y STORAGE TANK (UNLEADED) AND ONE I8,000 GALW TWO COMPARTMENT UNDERGROUND c o n e o DOUBLE WALL STORAGE TAW (8,000 GALLON PREMIUM AND 10,000 GALLON DIESEL) o'er^ la CURB ANO CURER BY OTHERS jt o % CU 15 PROPOSED TANK OBSERVATION WELLS (SEE DETAIL SHEET i4.0) IIS PROPOSED 2- BLACK STEEL VENT RISERS (SEE DETAL SHEET T4.0) Y o o I7 PROPOSED OVERFILL ALARM STROBE AND ACKNOWLEDGMENT SWITCH ON VENT RISER 18 PROPOSED RI -I STOP SIGN m 19 EXISTING CONCRETE SIDEWALK TO REMAIN 20 PROPOSED WwRUE SIDEWALK BY OTHERS O 2t PROPOSED SINGLE TYPE 13 COMBINATION INLET W 21 PROPOSED PEDESTRMN WARNING STRIPING AND BOLUSES 0 2} PROPOSED OUTSIDE KACHANOK3NG WINDS k COOLERS 24 PROPOSED PAD MOUNTED ELECTRICAL TRANSFORMER, CONTRACTOR TO COORDIWTE WITH XCEL ENERGY 25 PROPOSED PROPANE CAGE ON CONCRETE SLAB BY OTHERS. 26 PROPOSED RETAINING WALL BY OTHERS 27 PROPOSED STORLI SEWER SYSTEM FOR CANOPY 28 PROPOSED STORM SEWER SWIMS FOR SITE PAVEMENT ® PROPOSED 6' DIA, STORM ALAN "HOLE ® PROJECT OMITS UNE 31 PROPOSED 3/4' WE R SERVICE l2 PROPOSED AREA SITE LIGHT }} PROPOSED PAVDAENT MARKINGS BY OTHERS 34 ASPHALT BY OTHERS SS IXI$@JC OETENIIW PONT 10 REMNR R N C ■ O 36 PROPOSED 30'V6' TEE 37 By OTPROPERR LINE IfiLM fASCMENTS 10 BE VACATED BY REPEAT CWPLE'E� BY OTHERS 1 CD Z STARY SEWER SERVICE LINE 10 BE RELOCATED BY OTHERS DOING.MY �1 W O O PROPOSED PROPERSTLUNGR UNC W' RBY O a0 PROPOSED STILLING STRUCTURE BY OTHERS O Q C7 UU Q O PROPOSED CONIC. TRICKLE CHANNEL BY OTHERS W O �/ / 1 O Z 42 PROPOSED DETFNTON RELEASE STRUCTURE Bt OTHERS O 1 Q I] PROPOSED RP -RAP LW OTHERS 0 x M 3 45 PROPOSED PAYPAHW AND NR COMPRESSOR u J 46 EXISTING LANDSGRNG TO REMAIN a 4] EXISTNG ELECTRICAL TRk60RMER TO REMAIN 1) a 3 NO 48 EKWM SANITARY SEWER CLEANOUT TO REMN L1 L Q TRASH FOR HIS SHE WC BE ACCOWMO0ITED BY THE ADYCENT KIM SOOPERS STORE TRASH ENCLOWAt ND,,Ig,,a / ■ 0 1. 20 P,,o t No: KSF000: Sheet Scale: 1• _ Dy: By: DPW Dcle: OCTOBER 9, Disk F-11 KSF020_1_O}-111 sn & RUN PU 03 APPLEWOOD VILLAGE CENTER PLANNED " IFF 1,," 11T wu K« E9 .1 EO -RS s, GRADING LEGEND (muLoT er mNEas) COMMERCIAL DEVELOPMENT, AMENDMENT oilmvouP pm `— BENCHMARK 24.0 PaoP9s n sro, Ems" a S ECHO DEVELOPMENT PLAN TO BE DETERMINED ASSUMED (KAVD 1988 DATUM) .670 42 E 1%s T E,rvcmx ff4G SOOPER8 FUEL M CENTER — a ER OF FLOOR 32ND AND YOUNGFELD 9�� DR mr a4 1 BUR 90nau mF 7 TOG Tar rnuE � los TOP OF NOD," f�ARCEL G - CF / Tc TOP OF cum i I LOT 2 APPLEWOOD VILLAGE 3 // FE 1Os .E I I HP NIGH PO[rt ,------- -------- � / LP lar roar o s __!- \____________________, i _ _ mOYjS' TI TOP a ISIxNO PC PONT OF NR+E c0 CURB OPENK N - ME wrcN ExISINc 189.57'47'_IIT 1 8.99' - - N89'5 KE "- =______ /�o F�O�D nn4nox /POO_ as w s,oaN Ewa - 47.24 , ____ ' I IME IFx xYf ME. -. xlffx xMFx. :,• ---- PROPOSED STpn SEwiR W �,''p ' S' qCFIto m y O ,O 2 DSTINO MEP il3 f - ,2.5 ,a4o I 11! - �wOnIan scaONCYJLI5702' olne % 1�19 rzza' „..n.O L - --------- 4,4 CHS10�R 1�. ueFE ....... 8 oLL N 46'51'59" E r- CND 13.918 02'53'56" L = 11 64 I a - SB0' S CHB = N, ?0'4 '26" E ; zs ELj A CHD - 11.63./ iz i iim °o I I. 4\ - _ _ 1 I f �'� coZo C $� `EJ�OOD VILLAGE( �/ 2 I �'''}T' ,rl' ���:cn� ���Pe2 DO x�Ln oo2oaLL -II II Ilmo-'' 23'OS'QO L _8 " E I I j O20 . �JrUU Ban _R 0.00' tno CHB = N 10°34'54 ICHD = 80.032 - - - -- LAG€ APP��W-0QDJ M + , 12 00 , h _ __ _ _ ____ __ '�, _ ,2.I0 O i � ` QIJa2 n n , xez n a , @ 11 -% ' 1 E 10 +— B�I -- , I= MT 'I N ,89 29'29",E' low„�-z - -''._,.c`- -------EQ/” =C ;n I 4 ME PA[ CL I _ _ 'S$9 i C' 11 n,J.IO ( (:D i0G W O', ' N I I I I I I I I I I c o —sic— 02 -;-----------I W J z 1,,1 12 ,J.50 R n ,` IS.00 n W 13 fl R. 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LANDSCAPE NOTE: -sEE SNEEr 16 FOR LANDSCAPE—aDETAu FUEL STATION SITE DATA DATA TOTAL -—AREA 66,M>BF 4 4 4 4 IRRIGATION ESIGN SAND txtAOB � IRRIfiATION DESIGN TGTAL LAMOCLAFEAtSA tB3i6ei AREAa uFltc LUTeLAL 1calt si PROPOSED PROPERTY UNE BY REPLAY AREA p' NO1lNSG YTERUL x,6et HF QO m iln0 ' ..Rm Off All C «g Vl O O,n— CUc Y W cm _j W IL`s O W o W p 0Up Z 00O a ZZ� N3 JM Y?a- U— Q 3 esigneG By. Aw gown BY: —.._... ._. ale: AM.. T,IPIS isk Fife: -_p M{wM.tlAa LANDSCAPE PLAN- FUEL SITE 08 APPLEWOOD VILLAGE CENTER PLANNED \ I COMMERCIAL DEVELOPMENT, AMENDMENT X11 SPEC19C DEVELOPMENT PLAN ' KING SOOPERS FUELING CENTER — 32ND AND YOUNCFIELD 1 \ I / / �I I t . .• STEEL t \ �A/j/� \ EDGER �O� 5-JUSA _ .. ....... AGE . . z-swu ' PERIY WE -y .;J'j4PR(��J�f1D •'- '.'TEMPORARY IRRIGATION WILL C ^� • .BE REWIRED EOR THE •' ESTABLII..E OF SEED ` •�"� �` . ` `` IDTAI WFBPJYEAwFJ1 i MI% IN DETEMIDN PoND `\ ' AtE.BPwsrrlswMw.LL t,taF /B111fi�awE HIEN ... 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PLANT BFIa IUM 1C� O e OUtiELOT yULCM RMOEE.M81NDr,LL MqA,LNN�T ..• of 1 F YATER4L BPLANTMO IbTFe 1F A'-e•ANGULM ROCx COBBLE MULGN. PfA,(r BEDS �� lO�fiaF ... m �• 4 6EE PUNTMG MOfFb /�� EDGING: e F / �� MV PLANTING NOES PLANI EED FD6I�G EME ••. •.• O il ■ LANDSCAPE NOTES: -EEE aHEET 10 FOR LANDBGAPE NOTEe 6 DETAae - PERMANENT IRRIGATION WILL BE REOU AROUND TME PERIMETER OF THE POND BO THAT TNRE® WILL SURVNE IITS OF LANDSCAPE AND � IRRIGATION DESIGN PROPOSED PROPERTY LINE BY REPLA7 nPTFAITIr)W cnun ClTF nATA DATA TOTAL IOTAl g1EAlEJ1 as.VIF JBIACIB IDTAI WFBPJYEAwFJ1 .%m. pB AREA) AWFA) ABIIIOFtIYYC WEIMI. af•tas RlttfaEEs1E Al" AtE.BPwsrrlswMw.LL t,taF /B111fi�awE HIEN M1eet Sclle: PSA esigne0 By: JW n By: Ra D,e: AppB T,xMs isk File' NeF@! P oeLme.PwO LANDSCAPE PLAN - DETENTION POND 09 LANDSCAPE NOTE: GENERAL �- WCC AT(]0I- 1N1 PWOA TO ANY E)'LAVATOII 2 ALL INORN' SMAU CTNFOkN TO ALL APPICABLE STATE AND LOCAL CODES, 9TANDA , AND BPBCIFOA S, I UKDW ESEEN IS AGRAMMARMA ATIC TURE LL ME CONTRACTOR SHABE REeFONSIBLE FOR N. OWN TAKEOFFS AND QUANT -CALCULATIONS. IN THE EVENT OF DISTRFRANCY BETWEEN THE PLM AND WE I-OSCAPE LEGEKD, TE PLANT OUANTTY AS SNGVJN ON ME LEGEND SHALL TAKE PRECEDENCE ANO NOTIFY TJME N06CUE. ARCMTE6T KMEEDISCREPMCEA. tlW0l1 AOJUSMEXT9 TO THE IAIIDSCAPE MATEPoA MDLOL,ATOHSYAY OE PROPOS-.PORCT'COIFSIDBRATKM F TE CONSTRUCTIW DOCUMENT ETACE TO RESPOND TO MMKET AND FELO CONDITIONS . HOWEVER, THERE SHA, SE NO REDUCTION MINE NUMBER AND =6 OF MATERIALS. A THE CONTRACTOR 9HAU YAKS NNSBS AWARE OF WE LOCATOE OF EKIBTNG AND PROPOSED UTRJTES. MO SHALL SE RESNNMBLE POR ANY DAMAGE TO THE UTLITES ANDGF ANY VLRW R TO ANY PERSON 5 4a USO"Y FAS..�HTS SMALL IEWMUROBSTRUCTED MOFOLIY ALCE881BLE AiDHO THEM ENTAiELEJFOIH FOR MAINTENANCE ELUFNENT. F THE CONTRACTOR-UNU TME EATIEE CARE NOT TO OAYAGE ANY EXHIING PLANTS 0100ATED AS TO AEMAN'. ANY SUCH PLANTS O-AOFO BY THE CONTRACTOR SHALE TIOXN TES YOUTH TPMSAMESPECKSSIZE AMD OIIANTTY AT TILE COATRACTOR'SOWN E%PEASE MDA•9 ACC6PTA8LE TO MEOWNB0. REPEAL TO THETREE PWTEtt1EN1 NOTES ON THE RMS N. •"` IC�_, I. RD6CAPF CONTRACTOR faULI E%ANIE THE ERE CONCTONS UNDER -F.. HE. -RTO BE PERFORYW AND NOTIFY THE OENBRAL-MSCTOR.W-SKIING OF W6AMOACTWW CONNTK . F STFE COHdMN6 ON PLANT Al-- BECOME CHANGES TO ME PLAN THEN M APPROVAL ML BE OBTAINED FROM THE CITYDO NOT PRIPSFED WT0. CCYGOITY1113 HAYS ®ICOWECTW. e. AL CON6TRUCTON. EER AND ANTERIAL SHALL BE REMOVED ANO -11 WT PROAL TOiNSTMLATI 1 TOPSOIL -1 SMAUSS, MDTURF. 9. FOE ALL -FORM TON ON SURFACE MATERIAL M WALKS DRIVES AND PARKING WM WE WE SITE PLM. SEE AMOTOME-I: PLAN' FOR FREE STMOWG WHTNG INFAMMATOY. 19 A,, LANOSCAVEN TEE MA.LL.BE.COORMUTW WRIT ALL APPLJCABLE SPECMYATION SECTON., MY CSCREPAN MAU BE BRCNJNT rO TME -I- GENERAL CONTRACTOR AHD La106CYEM[MTECTEEFORE PROLEEOWG`MTH WORK II. THE LANDSCAPE -RACTOA SMALL NOTIFY WE LANDSCAPE ARCHITECT ONE WEEN( PINCIM TO EEGMUR3 CONSTMCTON, I] -T. NPTENNG SNAIL- AT THE EXPENSE OF TECONTRACTOR IMM SUCH TME AS FINAL ACCEPTANCE 0 RBCMVW 13 ALL LANDSCAPE CONST�PRI-SEL, MOFlKMANWP, AMD ETHICS SHALL, SE IN ACCORDANCE WITH PICUMM STANDIRE BET FORTH N ME CONTRACTORS HANDBOOK PU -BS BY TE C0.0RA00 LAI03CAFE COL-POR6 ASSOCUTKIN. ts, LANDSCAPE AMO SU IGATOX WORN SMALL ME COMPLETED PRIOR TO THE ISSUANCE OF WE FNA CERTIFICATE OF OCCUPANCY. FIN.n GRADING AND SOIL PREPARATION 1 GRAOPS AS RECOMMENDED BY THE G -TECHNICAL RSPOR.T. AL LANDSCAPE MWS SHALL RAVE POM NE AWAY FRED STRUCTURES AT TE WNMUM SLOPE E4EOFTEO IM TME REPORT, AND MEAS OF POTENTAI PONDWD SHALLBEREOMDEO TO BLEND W WITH THE DUIG ANOELIMINATEPONDING PoTENTIAt_ COAMANYCWRLCTS ANOiOR OR BRING SUCH TRUE BETWEENTHE IO NO OF CAASPDRT. C NS MESE INDIES, AND KTWLL COMDRIONB.. TIE <WTRACTOq SINAL Mtl WUTELY BRING SUCH NTFAIS TO ME ATiPNI%N1 OF TME LANDSCAPE MLMTELT AGNOOWNFR. $4 AFTERFTURY FGODTEHE HAW FALL REM GENRULS ITIS TiLIOMMENDED THAT EE CONTRNTENT, SALT MAYESOL SN.IPL'E9 TESTWRY M CSTAeLBN6OEOS TESTING IRfLELI. UME SOONM AGEORPTON RATIO UIAW AND SIMON CONTENT. EACH SARTRE BHBMYI'TED BANAL CONTAIN NO LESS WAR ONE QUART OF SOL. CONTRACTOR LILL ALSO SUBMIT THE PROJECTS PLANT LOT TO ME LABORATORY ALOINS NTN itE SOL SAMPLES. WE608.REPORTOPODICFDBYMELMORATORYSHALLC-1-f LO-ENDATON]1MMEFOLLCWNOIASAPPNWRIATEI: GENERAL EOL IEPAMATON AMO SAOFLLL YDES, PEHN.ANi FERTIIZEM APPLICA-UL ANO ANY OTHER SOL Ft- ESSUES, WE'.REPORT SMALL ALSO iWOWOE A fEMILYEA P- FOR TME EETABLISMYBR REBIND AND FOM LOMGTERM MAM}B,A- M. WE C -"IL R6COR@�RI F6fALtAT10N W SOA AMENDMENTS AMO FE' --BERME SOBS REPORT FOR ME ME OWXERIOWNERS A6PREENTATNE TION: to TA 9ININUFALLTOPEOS LVALI EAMFFiODMTMMRR MSTMBR DORGML eE ENTCOYP08T.ATAAA WSACUMCYMDSMDAMN M SOIL BY AFL tRL OP ATA RATE OF I9 FOINOE 101 TMAR GROUND Cll EFT OF LANDSCAPE ARRAS MAU SHALL BE MECHANICALLY WT60RATBD INTO ME TOP B` O ,MENAY YWN60FACTOTIYTHWEE tRK SIFTER CRN ARK, ME RI GROUND COVER S FERWNUL SED MEAS SHALL BE AMENDED E A RATE RP t CUBO F6¢.T M8R MOUBAND SOFI'ARE FEIN O MTRA.6N STABA® OPGAMC AYBWYBR AND 10184 OF -12 42 fEMAD:ER PER CU. Y0.. ROTOTLLED TO ADEPTNOFS'. NO MMUIIE OR AMYALBA3W.IROOVCTf LUNY EUS -FON OPGNBC AYEMpYBlT4 APPLEWOOD VILLAGE CENTER PLANNED COMMERCIAL DEVELOPMENT, AMENDMENT?i SPECFIC DEVELOPMENT PLAN KING SOOPERS FUELING CENTER - 32ND AND YOUNGFELD PLANTING 7D- ALL BALERS WIT101 A SPECFA MALL INVE SIMILAR SPE ANO NULL BE OF A FORM TYPICAL FOR THE BPECIEE. ANY RANT DEED LMAC -LE BY WE LAIUSLN4 ARC CT SHALL BE OLY-UTELY RENOVED FROM ME SITE AND SINAL SE REPUC W WITH AN ACCEPTABLE PI ANT OF LIKE TTRE AND 811E ATTECOMTRACTORS ONM EKPENSE. ANV PLANTS APPEARING TO BE UNNEALTHY, EVEN IF DETERMM- TO - BE ALINE. SHALL NOT BE ACCEPT-, TILE LANDSCAPE ARdREGTSNLL RETIE 601E JUDGE AS TO THE ACCEPTABR-OF PLANT MATEJRAL M. ALL PLANT MATERIALS LULL BE TRUE M TYPE BLUE. SPECIES QUALITY, AND FREE OF MURY, BROKER ROOT BALLS PESTS AI00MEASES. AS EFELL AS CONFORM TO TE YNNWEOIIIREMENTSOEECRWEDMME'MEMO STMDMDFORNURSERYSTKICK'. FOLLOWGREOICOTREEPLR-RECOMFM3IWTMBIBFORMPIMM QUALITY REQUIREMENTS FOR -EES 21. LLTURF. gWOYYENOED MROUGN GREEN VALLEY TURFCWPANY, 12109 N. UB XKIMWAY tB, LITTLETON.CO R136,ILa1 TMETN. BUFFALO SODXM BEEN APPROVED N MANY NRL401CTOM9 TO BE A LOW HYDROZONE PLANT MATERLLL. INSTALL AND YAINTAM IN ACLOIOANCE WITH MAMIFACTUEA9 ERCFGTKIMS 22. ALL TREE AND SCRUB BED LOCATIONS ME TO BE STAKED OUT d SITE FOR APPRWAL BY THE LANDSCAPE ARCHITECT MM M Poll- - oll ATKML]a. LL PLANT MATERIAL SHALL NOT BE PLANT- PRIOR To INSTALLATION OF TOPEOL 24 RANTBEEBH WWMTAM-WRHSTEELEMG . STEELEWFAISNWREOUMMALMGCUMS,W.LLIOdIBUSBBOF0UN0ATMNM.BLL EIIGENG SIMl1 OVEILM ATJOINTSAMMNUEM NICKER.-II-LBEFMTENEDN'ITHAMMIYU. OFAPMB PBREACHISP00TSWT10N. TNETOP OFALLE JIG YATBML61U11 BEAROLL-TOPMD IOINCHABOVETHERNR MGRADEOFADJACENTLILWNd MLLCHAREASCOUOR:GREEN. lSTEBEVELOPESM58UCCES60R.ORA481GNEESNLLBERESPCH810L RAREST UUWGANDCONTNUINOAEGULMPROGRMOrANTEMAMCEFORALI IANDSCTIPED AREAS. SFE IANpSCWE GUARANTEE AND YPMTENNCE NOTE M. A3H>OOT CLEAN SPACE SHALL BE MAINTAINED AROUND THE CNWYFERENCE OF ALL FNB HYDRANTS. 27. ALL TREE OVEEANGS AWG PEDESTRIAN WALKWAYS S ORWE ARIES SHALL BE TRAINED TO A HEKIHY OF IP. 26. tAXDeCAE CONTRACTOR TO SUBMRSAMPLE30FMISCELLANE0U N=S MMYATERIALSMO ELAND9CAPEMCHRERBMDOYMEBSREPREeeRATNEFd AWROVA PRIOR TO MSTAWTWH. E.; MULCH, LANDSCAPE FABRIC, ETC. MULCHING -H- A[l .. M RECOYMFJIDW THROUGH SAMA FE SMD MO GRAVEL, -1 S SANTA FE DONE tRTLETON. W -, (M>tAB188 N AFTERALLPLNFTNGWCOM0.FME COMMCTORSNM.LINSTALLAMMMW♦'MlI LAYEROFMULCNM8PE6EDNTERANTNGLEGBL. S6TALLAPTKK MGM DOUBLE SHREDDED CEOM BARK MULCH MOUNOALL PLANT MATERIAL IN ROCK MULCH 8E0.8WHEREWFOBCMSOBSMOMNWTIEPLANE. WOpDNIId RBiG SME LULL BE 1.6X THE SIZE OF THE PLAN COMANFA OF SHRUBS PERENNIALS. ANTI ORMANEMTA ORA88E8. TID?e RN06E EIINL E GI®I IKIY181R66 COLORADO NEoU- STANDMO ROTI. 31. ALL MULCH SMALL BE HARVEST- IN A 8UMAINAILE MANNER FROM A LOCAL SOURCE. U WLLOEWFRP WEEDBARRi FABRICUNOERALLRWKYULCHMMUBBW85PECNEDONTHEPIANSONLY. NO WOHC6vf FABRIC SHALL ELLT-NVFOOD YULLM MEAS. NO PLASTIC WEED SMPoEE SNAIL BE NFCFEII. 28. AB60LUTELY NO ERFOS-Mohd. MAU BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTRIM MIAd HM BEIM IR -. N. All PLANING AREAS WH LESS TRAM A A:1 GRADIENT SHALL RECEIVE A LAYER W MULCH. TYPE AND OEPM PER BANS. SUMMIT` l CUBIC FOOT SAMPLE OF REACH (ORAE SAMPLE PER TYPFj TO LANOYME AFRUN CTFORMPROVAPRIDRTOMBTALGTON.--ULCNBNALLBEBPREADEVBJLYTN-MIGICUTNLRAIL@FDAIEAS EXCEPT ELOPES AI OR STEEPEA.OR ASOMERN8EDdOTED ON TME PLAN. ABSOLUTELY NO E%POB-GROUND BXALL R0IANNAREAS TO AECBVE YI1l.CH AFTED MULCH XAS BEEN NSTAlID. iS ALL FIA AREASMELOPESOVER♦:18HALLRECEMCWOHUTFMERERONONCONTROLNETN MWROAS. METING lIIALLEGT+I2E,MYAIMFACTRaED BY NORM AMERICAN dEEM 10REWA1.-TALANDSTAKEPERYANUFACTURE-SPE CA -S. BE.ASOTE CMLEKGNEEM8 ESg38RINCONTRa RAN. 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THE CdRRAttOR SHALL W3TALALAYEAOOd1DILE S10i®OED CCDM eARKYLLLN F.IS MILK WEA 4I E%POBED FN(M FROJ TIE TI03TMMLT[ICOR�EOF TE DAIPINE. FFR L'SALL E'.NIFWTANID ATLLTYES WWECONSTMUCTNOL.WENPLANTNG OPERPTWN9 ARE CONPLESEO.MEMULCN 3NALL BE REOSTRIBVTED MROWIIWTLLPLANING MEASOEENATED FOL BART(YULdNA]"RACK 4EWNAMENT'YIAd IAYPA. J. NECESSARY WOE: WNENRBECWF31Eff SMYTO ENTER TNE'PROTKTW ZONE'. 3UCN A4 FOR fWFGMOING.IMCATKW WBTAULATON. AND aLANTWG OPERATION; THE COgTI1KTO18N41 STOCTLY AOEAETO THE Fd10N1gG RULE3'. A. EVERYERDNTMGALEMAOETOPREEIrvETEEOBTNGGRWEAROUNDPgOMMOTRE NA5 EANARWAe POMBLE Y T UNMG.YYRMNWE WOTER®ZOE OF FJDSTING MEES SHA,8E-FIFORMS.-II-D. ANDWITH.-SME LAKE NOT TOSEVERROOTS 1-- IN DIAMETER AND LINGER. WERE ROOTS 1-10•W DIAMETER AND LARGER ME WCOUMTERED,TE CONRUCTd191U1tTWIN 1. UNDER BAO RODTB.F%v08ED ROOrE THAT HAVE BE@ITUHIBJD UYOB SINALE WRAVPFDFpE.T BLMLAP NW KEPrY®TMN£TIE TRBKTISOPEN C. WHERE ROME I.,2 -IN CHAME.TE(f OR LMGERYUSTEM OUETOEKIENSNEGRADE CHANGES MOSEROOT-UST E IDPOSED BY.HANDOWGING AND CUTCLEAM.Y. RAGGED CUTS GEMERLLYOONOTIEA PROP6SY, ANO YAYtEAVE TETiEE OPEN TO PEBT9 ANO PAMO3BN9 0. MINERF TKN¢MHG tlFAR TREES NAS AIAFADY OCCUOWFRED aREWOU9 CONBTRUCTON OPEAATONS.TE CONTRACTOR SFALLNME EVERY EFFORT TO CONRME XM TRENWING OPOUTONS TO TEPREYIOIaYH2FATED TREM:NEB.WNLEAdERING TOTE WNDFRON88ET FORMMSB. ♦. POTIUAT MFLICTE, MF CONTRACTOR EMAIL WTFY MEOWNEI, LANDSCAPE ARGMTECT. MOOTY9 ARBORIST SHOULD ANYFOTPAiIAL CONFLCT8ARRE ETWEENTNEE SECYMC,ATNNIS ANGOR LAKE ROOTS ENLOUNTERWINTE RLIG AIW WNSTRUCTNR OPERATIONS. THE CONTRACTION 6NLLNOT TAKE MYACTIONNSICM LGFICTY WRHCIFTIE ARBORMTE WRITTERAPPROVA..TE CT'SAEORITT SNAIL NAVE FINAL AUTIORTTYOVbN ALL pET009NWESLRY TO HBW ENSUE MEPROSECfON AMp BLRGVNALOTE OTY'9 EL41NG TREES. }, fR1RUHG.. PRLME CHLY THE TREES TMLT AE NDCATEDON ME AN A8 REOIRRING PRUNING. 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SNOULO TNF COYTRACTORREOLME YORE KFORYATIOK ME CORRACTW BARNA LONTAtt ME RA AP(2FT]68-0AIi PORAWPYOF MEAN, ASN PRIINWGETMDARDS COMRA[TW rWl AOHFJEID TE METNOM AE PRACTICES SEf FOIMINMRDOCIIMENT. A. G¢NERAI NOTES: A WIA.VWEAL6ARPGtlT WATER NIPPLY TO EiO8TR6 TRFESFROM 1HEfN8T WYOF CONSTRUCTION T04NE 00Y0.ETON ANOW3fAGTON OF ABtTE pIRiGAT1OF 8YBTBY. B SPRI;YTREES IMTN PESTCTOFS BEfdE COMEIRUCTIWNAW BEFORE FJCX GROWING 9E,A5011 WING COISTRUCTFON. C. ROOT PRONE DAMAGED 110D,E W,TMTOE HOUR AFTER TEDANAEOCCURS O 6YAMNETE PIMEEFMVEOPLANT MATFPoA AtlMMUY Of ONCE AMONM WRING TEGROWMG SEASON roVOtIFY THECWDITION. ADJUST WIT6RBKIFRBOJMNGT ANW WANTItt AE NECESSARY TG WBUREVWMT LIRNVAL PLANTING NOTES SEE SHEET N AND 0 FOR LANOUMEVLAG LANDSCAPE GUARANTEE AND MAINTENANCE 1. WE LANDSCAPE CONTRACTOR BRALL GUARANTEE ALL MESS, ENSURE. PENEMWL .SOD,SEED-ARFAq, AND KIRCATnn SYSTEMS FOR APERIOD OF WE YEAR FROM TME RATE OF THE 0-E1Y8 ACCEPTANCE. THE EONTRACTOp SNLL AFAACE. AT MY OVM WEJRF. NR PLANTS WMKN DIE N TUT TIME, OR REPAIR ANY PONTONS OF TME NRKIATION SYSTOI WHCNOPBUTE RBROPFRLY. l. MELAMDECAPECONTRACTOR SHALL MAINTAINTHE LANDSCAPE INA NEAT, CLPAM AMD IEATRCOXDTION PoRkPEAOD O'f0 M. SHALL ALLUDEPROPERPENMG.MOWINGANDAERATIONOFLSWNB,W M".IJEPLALEYEMTMYUACMFMEMLTTEMADTIIEAPPRO KW WATERW.M AUPLANTINOB. NRKIAiON BXALL BE YAINTAIMED IN PROPER WOMNWG OROiA.MIXFJEDLRIIIGADRbiLEYTR RY 4ON AND TO MAIM- WATER CONSERVATNW. IF 81TE OPEMB DURING WINTER, TD AVOW FREEZE OAAIATi W PIYrtKEi.TE M DAYS SNOIRD BEGIN AFTER gCCEPTANCE OF TIE WOGS 3. AFTERMEINITALMAINTENANCEPERIODMOWRANGTHEGUMM PERIOD.THELAIWSCAPECOMTRIiTORSMYLDIMLYEEREEtO.BIEFW REPLACEMENT OF PLANTS WREN PLANT DEATH CANNOT BE I-MBITEDDIRECTLYTO QUERWATETlOOROTSBMDAMA WMRLANACTOMS E TIE LANDSGPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR EXN.L YYITAN PQFRVEDRAMAGEAWAY WLW STPoCMREB K ILL LANDSCAMARDS AT THE MNIMUY SLOPE BPWIFED M ME UEOTECECA REPOSE. IAMDET.APE AEAeNMJ1gTlEAMDCREAIE TE PDTENTW. 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FROMUN OR BRANCH REMOVE LL MIRSERY STAKES AFTER PIANTNG, E STAKES OR IAB B. OR EES OVERT GRIPER, USE THEEM TR APfROPPo,LTEL SPACED EVENLY AROUND TREE 13 NETUHUND So. Rl T C TRUNK FLAK a K • O WOO. -EM LAND. 3' W YN. TYPE ANO PINI IIAMe. DO ICT PLA[E OSMARM. PFLEMIfY.,v OP BACIOAL. MEW ANSA ORBS .. 1 MULCH NTNN 3"K TRIXNK. STAKING EIGMPLESIPLANVEYT pDFRaAMIA f6NRDE OISV AL3 L®CONFHOED N SOL 2 ; PRAMS.. ILALF 40 YORETTYR F9[RTY AAAA rO MGLCN WRXNY6 PLANTNEMER. O OORTTRBEDMATINS SOL O rw-OMDE. I EA O ROOT -SEE NOTE J. TMB DETAIL - N 011 aM.VM W T OfYEFl6RAE. �.7� EAR -E. µII EARM WATERING RecOMMENAMEO SOIL tt ANALYB.. S 3 CROOT MALL. - -III-III- ,t U-811JNINED EBOL. i SHRUB AND 3S"QDT°R1°" ,t A' HIGH EMTMEN WATERING BJ , I WEYAnYNa PREVARND PERENNIAL PLANTING TREE PLANTING DETAIL 3 "�° w.Nro 1 SCALE: M5 CIE. NOT i0 scAlE PLANTING NOTES SEE SHEET N AND 0 FOR LANOUMEVLAG LANDSCAPE GUARANTEE AND MAINTENANCE 1. WE LANDSCAPE CONTRACTOR BRALL GUARANTEE ALL MESS, ENSURE. PENEMWL .SOD,SEED-ARFAq, AND KIRCATnn SYSTEMS FOR APERIOD OF WE YEAR FROM TME RATE OF THE 0-E1Y8 ACCEPTANCE. THE EONTRACTOp SNLL AFAACE. AT MY OVM WEJRF. NR PLANTS WMKN DIE N TUT TIME, OR REPAIR ANY PONTONS OF TME NRKIATION SYSTOI WHCNOPBUTE RBROPFRLY. l. MELAMDECAPECONTRACTOR SHALL MAINTAINTHE LANDSCAPE INA NEAT, CLPAM AMD IEATRCOXDTION PoRkPEAOD O'f0 M. SHALL ALLUDEPROPERPENMG.MOWINGANDAERATIONOFLSWNB,W M".IJEPLALEYEMTMYUACMFMEMLTTEMADTIIEAPPRO KW WATERW.M AUPLANTINOB. NRKIAiON BXALL BE YAINTAIMED IN PROPER WOMNWG OROiA.MIXFJEDLRIIIGADRbiLEYTR RY 4ON AND TO MAIM- WATER CONSERVATNW. IF 81TE OPEMB DURING WINTER, TD AVOW FREEZE OAAIATi W PIYrtKEi.TE M DAYS SNOIRD BEGIN AFTER gCCEPTANCE OF TIE WOGS 3. AFTERMEINITALMAINTENANCEPERIODMOWRANGTHEGUMM PERIOD.THELAIWSCAPECOMTRIiTORSMYLDIMLYEEREEtO.BIEFW REPLACEMENT OF PLANTS WREN PLANT DEATH CANNOT BE I-MBITEDDIRECTLYTO QUERWATETlOOROTSBMDAMA WMRLANACTOMS E TIE LANDSGPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR EXN.L YYITAN PQFRVEDRAMAGEAWAY WLW STPoCMREB K ILL LANDSCAMARDS AT THE MNIMUY SLOPE BPWIFED M ME UEOTECECA REPOSE. IAMDET.APE AEAeNMJ1gTlEAMDCREAIE TE PDTENTW. MINORNNGSXANC BE REPAIRED TOELNIN GEPddNGPOTEPORT AND BLEIOR HANUIL ESENOMEL.AME MES SHOULOAM CCPFLICf3 MOTOR CTO REPAAL IM ARISE BETWEEN THE GEOTECHNICAL REPORT, TE GRADNNG PLMLTaE6E.NOl6. ANDACTIIAL COMOTOI.,TE CONTRACTOR BXALL IMMEDIATELY BRING SUCK SEMS TO THE ATTENTOM O WE IAMTRfi1KARGMECi AYDOMIEEL IRRIGATION CONCEPT T A MgOATIW PLM SHALL BE SUBMITTED AFTER THE APPROVAL OF WE tAMD8C11PE PlAM4 M AUTOMATIC NR1011TIDN BYBTEY ENLL BE RETROFITTED, INSTALLED. AMD WERATIpIA BYTIFTMEOf FSAAI M.KGTIOL R.ASSULW THAT ALL EWPLMTMEMVRLL BEWTRGRATED INTO THE CORING CENTRA STRNATOM4YSTBI.TEENTSEKYg16ATSM16YET918MMLEMSTALLW BY A AUALIFED IRRIWTON - WAR -3. THEMDIOATION BYETEM WILL OPERATE ON POTMLE WATER.MDTHE BY'ETEAI MAL HAVE APPROPRMTF MCMf•IINV PREVENTOM DE\NCE4 NSfALW TO PREVFM CONTMMATOX O TIE POLARIS SOURCE. A. ALL HO -URF PLANT- MEM WILL BE DRF RROAT-. S ALL PLANTS SHARING SIMILAR MOROZOME CHARACTERISTIC. SMALL BE PLACED ON A VANE EEMGATEDITI FMVOE WE MKE36ARY MAZER RWUMEMENTe SPECIFIC TO TRATXYDIIOZDE THEVIIEKIATON SYSTEM BNALL Be DEBOMW wN0 MSTALEO. TO TXE MA%MIUtl EXTENT POS>BIEtb CDNEAYEYUT91 BYIRSMG TIE PoLLOMNG DECES ANO BYSTEMB: RAW 8EXS0N., MO MULTHMMOGRAY EWPUTERRZEU AW6ATIOM COMTFOLLERSiEAl111M14 EEM -F1' T AMNIfCAPABLIIE3- RKIATIONBACKFLOWPREVENTRRSH BEBdENWBYLANUECAPRG. RROATOMCONTR011131RYLLl EECaBHIEDBY IAFWeTAPMF YA VADA PROOF LOCMABLE GBWET OR LOCATED WRHN M6BUMDYC UTLRYCLOBET. 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BEERDNG O KEINE ENUMIWTEDAEMMDORINBTALLATONOFROMHLL a WWJ UVO Z he J W 5li Q C, J W LL Z 00 As LA WOO _� Z F- a � v 3 (n 3 TOIec, NO: BEE -S.1 Jeel Scale: WA ]signed By: !LW wn By: NLA Dte: APR0.7, 3018 'ask Elle: NBGNO P NAPM.Mq LANDSCAPE DETAILS & NOTES 10 APPLEWOOD VILLAGE CENTER PLANNED COMMERCIAL DEVELOPMENT, AMENDMENT?1 <o SPECIFIC DEVELOPMENT PLAN o� KING SOOPERS FUELING CENTER — RED AGA CANOPY FASCIA 32ND AND YOUNG ELD 160'-0' pI<> a I>xnEa� I�aYxar eo3er'n PLATINUM ACM CANOPY FASCIA MODULAR TIM K VENEER 3._0• - - W WAINSCOT AND FIELD TO MATCH ADJACENT KING SOOPERS GROCERY STORE T e e e s WEST ELEVATION .W.O 0 u ,4 :wO SCALE: 3/16"=1'-0" I. ■ g fl fl o 3007.75 ag 8 E. U RED ACk CANOPY FASCIA 4}'.0' Y�O — "c `o Eno a`r° (u0vxot '�j(0� o�2roi�a/eI�(0�� moo � o m 1 A "� N.49 NJaI NJa cl a ROOFTOP RTU SCREEN PAINTED ESSENTIAL GRAY %ARNLM ACk CANOPY FASCIA 22-I1 1/2 m o �• IIS MODULAR BRICK VENEER WAINSCOT AMC FIELD TO MATCH ADJACENT KING SOOPERS GROCERY STORE _ r B C. HOLLOW METAL WOR. FRAME MODUWt B1LCK VENEER AND WINDOW FRAAk, PAIN! TO NORTH ELEVATION MATCH AT AND FIELD ro HATCH ADJACENT KINE SOUTH ELEVATION SSDDPERS GROCEEc RY STORE KING SCALE: 3/I6"=1'-O' SOOPERS GROCERY STORE SCALE: 3/16"=T'-0" O 0 O Q W ECJ zo FULL ANO KroSN CANOPf ADODKMNAL POYER551NG IS NOT W W S O U FISCVS ARf NOT INTERN4LY ALLOWED ON KIOSK/STORE, ILLUNINAIFD. PUMPS OR PUMP ISLANDS. //�� LV SIGNAGE RACED ON INE NEL AU010 ADVERTISING, MESSAGES CANOP/ 6 INTE1MALlY ARE ALSO PROHIBITED. W ILLUMINATED O O Z V 0 O a Ln]OL�.JIJ z M3 32?(L 3 ProTecl Na: KSFW02o Sheet Scele: 3/16' = 1'-0 Designed By: uOC Drawn BY: E. Dole: OCTOBER 9, 2014 n Disk TO,--_p_It-6Wng B'-ic DaGWR ELEVATIONS EAST ELEVATION AND SIGNAGE SCALE. 3/16,=1'-G" 11 5535 5530 5515 5510 5515 5510 5505 x95 5490 5465 5460 0t00:.. _ . .. PRDWSlG —1.1. 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M151 W 0 0 cf)� w 00 a 0w0zo c(�O a ZZ c 3 M Yw0 N LL Q 3 PSFOW20.01 1 11e: 1' 20' eY- M O .AR APRL) 20 5 MFUAP i] un Sae4m hg N PLAN %KV 12 EXHIBIT 7: lack oway April 27, 2015 APPLICANT'S RESPONSE TO VARIANCE CRITERIA Meredith Reckert City of Wheat Ridge Planning Department 7500 W. 29" Avenue Wheat Ridge, CO 80033 Re: Variance Request for Applewood Village Center Planned Commercial Development, Amendment # 11 (SDP) Applewood Shopping Center - King Soopers Store #20 Fuel Station. Dear Meredith Reckert, We are formally requesting a variance for the proposed Applewood Shopping Center King Soopers fuel station at the northeast corner of 32nd Avenue and Youngfield Street in Wheat Ridge, Colorado. Project Location: The proposed fuel site is part of the Applewood Village Shopping Center — Outline Development Plan Amendment #9, the original Applewood Village Shopping Center, and Lots 23 and 24 of the adjacent Applewood Village Subdivision. The proposed site is currently occupied by two buildings, one of which is a 1,535 square foot retail building. The second building is 18,174 square feet and has been used as a church and event center hall. Both sites include parking fields and drive aisles for access and circulation. Adjacent Properties: To the north, the site is adjacent an existing retail building that is a part of the Applewood Village Shopping Center and associated parking field. To the south, the 32nd Avenue right of way, and Lot 19 Applewood Village is occupied by two buildings being used as an office building and retail storage facility. The site is bound on the west by the main north/south access -drive into the shopping center from 32"" Avenue. To the east, a proposed water quality and detention pond is to be constructed by the shopping center owner with the Wright Court right of way at the east side of the detention pond. The existing uses on the proposed site are separated by grades which do not allow for cross access. As such, the proposed fuel center will require a retaining wall with a maximum height of 10' at the south east corner of the site in order to allow the proposed site to provide circulation with the existing shopping center. An existing timber retaining wall along the east property line will remain. Proposed Development: King Soopers proposes to construct on the 1.26 -acre site an automotive fueling center with nine pump islands, eighteen fueling locations, a 180 square foot kiosk and a 6,880 square foot fuel canopy. Additional amenities include a pay phone, tire air pump station and a propane exchange cage. Access to the site will be provided from the existing internal drive from 32nd Avenue. The site will be re -platted into a separate lot. Meredith Reckert King Soopers Store #20 Fuel Station April 27, 2015 The zoning places the project in a "contemporary overlay district" as shown in the City of Wheat Ridge "Architectural and Site Design Manual" (figure 2.1). The criteria requires that at least 40% of the property's frontage along the primary street must be occupied by buildings within the 0-20 foot build -to area. (Ch. 3.3 pg. 12) We are requesting a variance to the build -to requirement for the proposed site due to the existing grades of the adjacent roadway compared to the existing grades of the Applewood Village Shopping Center. In order to maintain safe and adequate site circulation given the existing topographic constraints, the fuel center must be setback from the primary street more than 20'. Please see below for justification of the proposed build to variance request: 1) The property in question would not yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. Response: If the proposed site was constructed to meet the build to requirement, access to the site and circulation with the adjacent center would be compromised. Given that the proposed use is oriented toward vehicular use, access and circulation are the key to customer's use of the site. 2) The variance would not alter the essential character of the locality. Response: The proposed site is located within an existing shopping center. Fuel stations are commonly found within shopping center areas, and thus, the essential character will not be altered due to the proposed variance. Additionally, the existing buildings in and around the proposed site are setback from the ROW in order to allow for proper grading. 3) The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. Response: The proposed variance will allow for the site to be redeveloped as a part of the existing shopping center, which will allow for safe and adequate circulation to/from the adjacent shopping center uses. Due to the existing grades on the site, full compliance with the required build to would likely require the proposed retaining walls to double in size, jeopardizing the feasibility of the project. 4) The particular physical surrounding, shape or topographical conditions of the specific property results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience. Response: Based on the existing topography of the site, the elevation at the southwest corner of the site is 5505. The property falls to an elevation of 5485 at the southeast corner of the site. This is a grade different of 20 feet, or 7.7%, which is creating a need for retaining walls and 3:1 slopes. The proposed site is located to the south of the main existing retail building, and provides pedestrian and vehicle access by walks and drives between the parking fields and uses. In order to provide safe pedestrian Meredith Reckert King Soopers Store #20 Fuel Station April 27, 2015 and vehicular circulation, the proposed site must match the existing grades to the north, again creating a need for retaining walls, with 3:1 slopes. 5) If there is a particular or unique hardship, the alleged difficulty of hardship has not been created by any person presently having an interest in the property. Response: The hardship is a result of existing topographic conditions and was not created by anyone having an interest in the property. The proposed site plan has been designed in a way to allow the site to function as a cohesive part of an existing shopping center. 6) The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. Response: The proposed site is located within an existing shopping center that serves the surrounding neighborhood. The shopping center provides conveniences to the neighborhood, which the proposed fuel station will add to. For this reason, the proposed variance will not have a negative affect on property values. The design being proposed for the site, which requires the need for the variance, is to provide for proper site circulation to help ensure that any potential congestion in/or around the shopping center is not related to the proposed fuel station use. The retaining walls being proposed along the south and east sides of the property will allow for the adjacent properties to continue to be used as they are today. 7) The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. Response: Given the slope of the adjacent 32nd Avenue ROW, development along the frontage requires retaining walls which have been used on the adjacent sites to allow the existing development to occur. 8) Granting of the variance would result in a reasonable accommodation of a person with disabilities. Response: Granting of this variance will allow the site to be designed in compliance with ADA requirements. The proposed variance also allows for the site to provide ADA access to the adjacent retail shops to the north. This would not be possible without the variance. 9) The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Response: Aside from the requested variance, the Architectural and Site Design Manual standards have been met or exceeded with the proposed design. ^of W heat �idgc LETTER NOTICE CERTIFICATION (as required pursuant to Code Section 26-109.D) Case No.: WZ-14-14 & WA -15-05 Date of Planning Commission hearing: July 16, 2015 I Dana LaPointe, Administrative Assistant, Community Development Department, hereby certify that I mailed a total of 101 letters on June 30, 2015 to the attached recipient list at least 15 days prior to a scheduled public hearing. Signature:aAX 6i [IL. Date: L13 D 1 15 City of W heatP_..,dge 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 LETTER NOTICE (As required pursuant to Code Section 26-109.D) June 30, 2015 Dear Property Owner: This is to inform you of Case No. WZ-14-14 and Case No. WA -15-05, an application filed by King Soopers Inc. for approval of a Specific Development Plan for a 9 -pump fueling station with a canopy and a detention pond with a variance to the 0' to 20' build -to line for property zoned Planned Commercial Development (PCD), located at 12525 W. 32nd Ave. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission July 16, 2015 (i� 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. If you need inclusion assistance, please call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting. www.6wheatridge.co.us Vicinity Map Site WZ1414 & WAI505.doc Owner 1 Owner 2 Owner 3 Company Mailing Address St Street Name Type Unit City Slate Zip Property Address St IStreet Name Type City State Zip Use MC CULLOCH GARY D MCTAGGART DENNIS ASHLEY MIESTER ROBERT J MILLER CHRISTOPHER_ _ MONTEZ MATTHEW MC CULLOCH KATHLEEN J MIESTER CONNIE S HINOJOSA GILBERT M_ MONTEZ REBECCA _ _ _ _ 3395 12500 W W WRIGHT __ _ 32ND 38TH WARD _ WRIGHT- WARD XENON ST AVE _ WHEAT RIDGE WHEAT RIDGE CO CO CO CO CO _ 80033 80033 80033 80033 80033 _ _ 3395 12500 12668 _ -- _ _3581 3405 3375 3180._ _ 3435 _ - _3823 W WRIGHT _ 32ND _ ST AVE DR WHEAT RIDGE WHEAT RIDGE WHEAT RIDGE CO CO CO 80033 80033 RESID RESID_ 80033 RESID 12668 3581 3405 3375 3180 OR RD _ ST WHEAT RIDGE WHEAT RIDGE WHEAT RIDGE W _ 38TH WARD WRIGHT WARD _ XENON --ST WARD _ WRIGHT _ RD ST WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 RESID RESID NICHOLSON THOMAS D _ NORGARD PEARL L POMPONIO ANNIE L PROCHNIO KIRK W RBM MFP LLC _ _NICHOLSON HELEN PROCHNIO KIMBERLY D NICHOLS _ RD_ ST WHEAT RIDGE WHEAT RIDGE CO CO 80033_ 80215 RD WHEAT RIDGE WHEAT RIDGE CO CO CO CO 80033 80215 RESID RESID - 3435 3823 _ WARD WRIGHT AVERY RANCH AVERY RANCH WARD WRIGHT RD ST _ WHEAT RIDGE WHEAT_RIDGE CO CO _ - 80033 .80033 RD ST_ _ WHEAT RIDGE WHEAT RIDGE 80033 80033 RESID_ RESID MAUPIN FAMILY PARTNERS L - -_ _ _ _ _ 14900 BLVD C200 AUSTIN_ —TX--- 78717 _ 3543 WRIGHT ST WHEAT RIDGE CO 80033 MULTI M MFP LLC MAUPIN FAMILY PARTNERS L _ _ _. 14900 3671 3360 BLVD RD ST C200 AUSTIN WHEAT RIDGE WHEAT RIDGE TX CO CO 78717 80033 80033 _ _ _ 3543 3671 _ 3370 WRIGHT _ WARD _ WRIGHT ST RD ST WHEAT RIDGE WHEAT RIDGE WHEAT RIDGE CO _ CO _ CO 80033 80033 80033 MULTI RESID _ RESID _ REED MELINDA H REYNOLDS ERIC MICHAEL RIDGEVIEW BAPTIST CHURCH RIGS SILVIA ANDREW MITCHELL BOYD 3810 12475 W YOUNGFIELD 38TH ST AVE WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 3810 12475 W YOUNGFIELD 38TH ST AVE WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 COMMR RESID RIVERA ROBERTA E ROACH MARY L MICHAEL _ - 12550 3475 W W 32ND WARD 35TH AVE RD WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 _ 12550 _ 3475 _ 12420 W W - 32ND WARD 35TH AVE RD WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 RESID RESID 12420 _ AVE WHEAT RIDGE CO 80033 AVE WHEAT RIDGE CO.. 80033 RESID ROGERS RTO INVESTMENTS LLC 7668 _ _ 12600 _ 3185 3380 W -_ —WRIGHT-----ST DEVINNEY _ . 32ND _ _ _ XENON _ CT ARVADA CO 80005 3430 WRIGHT _ ST WHEAT RIDGE CO 80033 RESID WHEAT RIDGE CO 80033 _ W 32ND AVE WHEAT RIDGE CO 80033 COMMR S-& J LLC _ _ _ _ _ _ AVE ST _ - WHEAT RIDGE WHEAT RIDGE CO CO 80215 80033 _ _ _ _12600 _ 3185 3380 _ - 3345 _. XENON WRIGHT WARD _ ST ST WHEAT RIDGE WHEAT RIDGE CO - CO 80215 80033 RESID RESID SAGE ARON SALAZAR DAVID H SAMUELSON LAURA M SAGE SANDRA -- - SANTANGELO RALPH P - -- RD WHEAT RIDGE _ CO 80033 RESID _ WHEAT RIDGE ._ CO 80033 - 3345 WARD WRIGHT RD - CT SANTANGELO JOSEPHINE E A - - - - -- 3801 WHEAT RIDGE CO 80033 3801 _.. 12680 __3500 ___WRIGHT W WRIGHT 38TH YOUNGFIELD CT WHEAT RIDGE CO 80033 RESID DR ST WHEAT RIDGE WHEAT RIDGE CO CO 80033 80033 RESID COMMR SHARP LOWELL R SHOWME MOUNTAIN INVESTORS_ SHARP BECKI L _ %TED LEVIS 12680 _ _ 11456 3395 _ 3470 3821 W _ _ 38TH _ OLIVE _ ...... 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WRIGHT ST WHEAT RIDGE CO 80033 MULTI _ _ _ 3597 _- S PEARL ST 103 ENGLEWOOD CO 80113 _ 3175 WRIGHT _ _ ST WHEAT RIDGE CO 80215 RESID _ WARD RD WHEAT RIDGE CO_ 80033 _ _ _ _ 3305 WARD RD WHEAT RIDGE CO 80033 RESID _ JOHNSOCAROL _ _ _ _ _ _ _ __.3305 2948 3692 _ _ PIERSON WRIGHT WAY LAKEWOOD CO _ _80215 3313 3692 WRIGHT WRIGHT ST WHEAT RIDGE CO 80033 RESID JUNGHAENE BETTY L ST WHEAT RIDGE CO 80033 ST _ WHEAT RIDGE GO 80033 RESID KOPILOFF FAMILY TRUST 20S 20 S GARRISON GARRISON ST LAKEWOOD CO 60226 3723 WRIGHT ST WHEAT RIDGE CO 80033 MULTI - KOPILOFF FAMILY TRUST ST LAKEWOOD CO 80226 _ 3723 __ 3365 _ 12490 WRIGHT ST WHEAT RIDGE CO 80033 MULTI KRINGEN GAIL DUBY _ LAWLER THELMA B DUBY ROBERT - 3365 WRIGHT_ ST WHEAT RIDGE CO 80033 W WRIGHT 35TH ST WHEAT RIDGE CO _ 80033 RESID 12490 W 35TH AVE -WHEAT WHEAT RIDGE CO 80033 AVE WHEAT RIDGE CO 80033 RESID LEWIS KENNETH E _ _ 3802 WRIGHT CT RIDGE CO 80033 3802 WRIGHT CT WHEAT RIDGE CO 80033 RESID LEWIS MICHAEL F LEWIS SHANNON P _ 3812 WRIGHT CT WHEAT RIDGE CO 80033 3812 WRIGHT CT WHEAT RIDGE CO 80033 RESID MARQUARDT KATHLEEN J LARK CAROL A 3822 WRIGHT CT WHEAT RIDGE CO CO 80033 80214 3822 WRIGHT CT WHEAT RIDGE CO 80033 80033 RESID RESID MARTINEZANDRES 2256 GRAY ST EDGEWATER 3582 WRIGHT ST WHEAT RIDGE CO CITY OF WHEAT RIDGE NOTICE OF PUBLIC HEARING BEFORE PLANNING COMMISSION NOTICE IS HEREBY GIVEN that a Public Hearing to consider Case No. WZ-14-14 and Case No. WA -15-05, an application filed by King Soopers Inc. for approval of a Specific Development Plan for a 9 -pump fueling station with a canopy and a detention pond with a variance to the 0' to 20' build -to line for property zoned Planned Commercial Development (PCD), located at 12525 W. 32nd Ave. will be held in the City Council Chambers, Municipal Building at 7500 West 291h Avenue, Wheat Ridge, Colorado, on July 16, 2015 at 7:00 p.m. All interested citizens are invited to speak at the Public Hearing or submit written comments. The full text of this notice including a map is available in electronic form on the City's official website, www.ei.wheatridge.co.us, Legal Notices. Copies are also available in printed form in the Community Development Department. Published: Wheat Ridge Transcript, July 2, 2015 NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that a Public Hearing is to be held before the City of Wheat Ridge PLANNING COMMISSION on July 16 2015 at 7:00 p.m., in the Council Chambers of the Municipal Building at 7500 W. 29t' Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. The following cases shall be heard: Case No. WZ-14-14 and Case No. WA -15-05: An application filed by King Soopers Inc. for approval of a Specific Development Plan for a 9 -pump fueling station with a canopy and a detention pond with a variance to the 0' to 20' build -to line for property zoned Planned Commercial Development (PCD), located at 12525 W. 32nd Ave. Said property is legally described as follows: KING SOOPERS FUEL TRACT: A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 23 AND 24 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFERSON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE AND THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 14 COURSES: 1) N82° 31' 21 "W A DISTANCE OF 83.90 FEET; 2) N88° 13' 59"W A DISTANCE OF 72.07 FEET; 3) N88° 14' 22"W A DISTANCE OF 58.35 FEET; 4) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENGTH OF 14.46 FEET A RADIUS OF 9.50, AN DELTA OF 87014'16" (dms) A CHORD DISTANCE OF 13.11 FEET, BEARING N44° 37' 16"W; 5) S89° 05'15"W A DISTANCE OF 10.33 FEET; 6) N00° 57' 36"W A DISTANCE OF 104.65 FEET; 7) THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 80.58 FEET, A RADIUS OF 200.00 FEET A DELTA OF 23005'00" (dms), A CHORD DISTANCE OF 80.03 FEET, BEARING N10° 34' 54"E 8) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 11.64 FEET, A RADIUS OF 230.00 FEET, AN DELTA OF 02053'56", A CHORD DISTANCE OF 11.64 FEET, BEARING N20° 40'26"E; 9) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 14.47 FEET, A RADIUS OF 15.00' AN DELTA OF 55017'02" (dms) , A CHORD DISTANCE OF 13.92 FEET, BEARING N460 51'59"E 10) N00° 02' 13"W A DISTANCE OF 45.54 FEET; 11) N890 57' 47"E A DISTANCE OF 178.99 FEET; 12) S00° 02' 25"E A DISTANCE OF: 158.50 FEET; 13) N89° 29'29"E A DISTANCE OF 25.00 FEET; 14)S00° 54'01"E A DISTANCE OF 115.21 FEET, TO THE TRUE POINT OF BEGINNING: SAID TRACT OF LAND CONTAINS 55,047 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 29, BEARING N 890 29'29" E PREPARED ON AND FOR THE BEHALF OF GALLOWAY INC. 6162 S. WILLOW DRIVE, SUITE 320 GREENWOOD VILLAGE, CO 80111 DATE PREPARED 06/03/2015 JOB NO. KSS00020.01 PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. DETENTION POND TRACT: A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 19 AND 20 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFERSON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE THENCE N00054'01"W ALONG THE WEST LINE OF SAID LOT 23 A DISTANCE OF 115.21 FEET TO THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 8 COURSES: 1) S89° 29'29"W A DISTANCE OF 25.00 FEET; 2) N00° 02'25"W A DISTANCE OF 158.50 FEET; 3) N89° 57' 47"E A DISTANCE OF 47.24 FEET; 4) N00° 02'25"W A DISTANCE OF 118.50 FEET; 5) S48° 30'24"E A DISTANCE OF 249.06 FEET; 6) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENTH OF 148.16 FEET, A RADIUS OF 45.00 FEET, A DELTA OF 188038'41" (dms), A CHORD DISTANCE OF 89.74 FEET, BEARING S37° 10' 16"W; 7) S00° 54'01 "E A DISTANCE OF 38.91 FEET; 8) S89° 29'29"W A DISTANCE OF 155.00' SAID TRACT OF LAND CONTAINS 35,997 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 29, BEARING N 890 29'29" E PREPARED ON AND FOR THE BEHALF OF GALLOWAY INC. 6162 S. WILLOW DRIVE SUITE 320 GREENWOOD VILLAGE, CO 80111 DATE PREPARED 5/28/2015 JOB NO. KSS00020.01 PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. i�un Wagg.oncr, Admimsirativc Amosiant G a oway Panning. A?ec. ,re Er,g r;eentiy. J KING SOOPERS FUEL TRACT: A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 23 AND 24 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFERSON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE AND THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 14 COURSES: 1) N82° 31' 21"W A DISTANCE OF 83.90 FEET; 2) N88° 13' 59"W A DISTANCE OF 72.07 FEET; 3) N88° 14'22"W A DISTANCE OF 58.35 FEET; 4) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENGTH OF 14.46 FEET A RADIUS OF 9.50, AN DELTA OF 87'14'16" (dms) A CHORD DISTANCE OF 13.11 FEET, BEARING N44° 37' 16"W; 5) S89° 05' 15"W A DISTANCE OF 10.33 FEET; 6) NOW 57'36"W A DISTANCE OF 104.65 FEET; 7) THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 80.58 FEET, A RADIUS OF 200.00 FEET A DELTA OF 23°05'00" (dms), A CHORD DISTANCE OF 80.03 FEET, BEARING N100 34'54"E 8) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 11.64 FEET, A RADIUS OF 230.00 FEET, AN DELTA OF 02053'56", A CHORD DISTANCE OF 11.64 FEET, BEARING N20° 40' 26"E; 9) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 14.47 FEET, A RADIUS OF 15.00' AN DELTA OF 55017'02" (dms) , A CHORD DISTANCE OF 13.92 FEET, BEARING N460 51'59"E 10) N00° 02' 13"W A DISTANCE OF 45.54 FEET; 11) N89° 57' 47"E A DISTANCE OF 178.99 FEET; 12) S00° 02' 25"E A DISTANCE OF: 158.50 FEET; 13) N89° 29' 29"E A DISTANCE OF 25.00 FEET; 14)S00° 54' 01"E A DISTANCE OF 115.21 FEET, TO THE TRUE POINT OF BEGINNING: SAID TRACT OF LAND CONTAINS 55,047 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 29, BEARING N 890 29'29" E noXMpft�. PREPARED ON AND FOR THE BEHALF OF W GALLOWAY INC. l 6162 S. WILLOW DRIVE, SUITE 320 GREENWOOD VILLAGE, CO 80111 c/ DATE PREPARED 06/03/2015 .� 6/0 / JOB NO. KSS00020.01 �' »•»»••••'' PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. P. L Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 0 www.GallowayUS.com Ga..oway Ran-n'ng. Aruilitivil f0. DETENTION POND TRACT: A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 19 AND 20 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFERSON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE THENCE N00°54'01 "W ALONG THE WEST LINE OF SAID LOT 23 A DISTANCE OF 115.21 FEET TO THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 8 COURSES: 1) S890 29' 29"W A DISTANCE OF 25.00 FEET; 2) N00° 02'25'W A DISTANCE OF 158.50 FEET; 3) N890 57'47"E A DISTANCE OF 47.24 FEET; 4) N00° 02' 25"W A DISTANCE OF 118.50 FEET; 5) S48° 30' 24"E A DISTANCE OF 249.06 FEET; 6) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENTH OF 148.16 FEET, A RADIUS OF 45.00 FEET, A DELTA OF 188038'41" (dms), A CHORD DISTANCE OF 89.74 FEET, BEARING S37° 10'16"W; 7) S00° 54'01 "E A DISTANCE OF 38.91 FEET; 8) S89° 29'29"W A DISTANCE OF 155.00' SAID TRACT OF LAND CONTAINS 35,997 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 29, BEARING N 890 29'29" E PREPARED ON AND FOR THE BEHALF OF GALLOWAY INC. 6162 S. WILLOW DRIVE SUITE 320 GREENWOOD VILLAGE, CO 80111 DATE PREPARED 5/28/2015 JOB NO. KSS00020.01 PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Gan.-oway Planning, architecture. Eng!neer , Closure Sheet Name: Fuel Parcel Project: King Soopers Store #20 Fuel Site Project No.: KSF000020.01 Date: May 28,2015 r(o!-"-, � - Point of Beginning : North: 703066.5088' East: 102122.3229' Segment #1 Line Course: N82° 31' 21.09"W Length: 83.904' North: 703077.4277' East: 102039.1324' Segment #2 Line Course: N88° 13' 58.85"W Length: 72.070' North: 703079.6500' East: 101967.0966' Segment #3 Line Course: N88° 14' 22.38"W Length: 58.350' North: 703081.4426' East: 101908.7742' Segment #4 Curve Length: 14.465' Radius: 9.500' Delta: 087.2379 (d) Tangent: 9.053' Chord: 13.107' Course: N44° 37' 16.38"W Course In: S88°. 59' 51.83"W Course Out: N010 45' 35.4111E RP North: 703081.2764' East: 101899.2756' End North: 703090.7717' East: 101899.5676' Segment #5 Line Course: S89° 05' 14.91"W Length: 10.329' North: 703090.6072' East: 101889.2399' Segment #6 Line Course: N00° 57' 36.22"W Length: 104.652' North: 703195.2445' East: 101887.4864' Segment #7 Curve Length: 80.576' Radius: 200.000' Delta: 023.0833 (d) Tangent: 40.842' Chord: 80.032' Course: N100 34' 53.79"E Course In: N89° 02' 23.78"E Course Out: N67° 52' 36.21"W RP North: 703198.5956' East: 102087.4583' End North: 703273.9155' East: 101902.1832' Galloway & Company, Inc . 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Segment #8 Curve Length: 11.637' Radius: 230.000' Delta: 002.8989 (d) Tangent: 5.820' Chord: 11.636' Course: N20° 40' 25.79"E Course 1 n: N67° 52' 36.21"W Course Out: S700 46' 32.2111E RP North: 703360.5336' East: 101689.1168' End North: 703284.8022' East: 101906.2912' Segment #9 Curve Length: 14.473' Radius: 15.000' Delta: 055.2840 (d) Tangent: 7.856' Chord: 13.918' Course: N460 51' 58.9011E Course In: S70° 46' 32.21"E Course Out: N150 29' 29.99"W RP North: 703279.8632' East: 101920.4548' End North: 703294.3180' East: 101916.4480' Segment #10 Line Course: N00° 02' 13.09"W Length: 45.542' North: 703339.8600' East: 101916.4187' Segment #11 Line Course: N89° 57' 46.91"E Length: 178.987' North: 703339.9754' East: 102095.4056' Segment #12 Line Course: S00° 02' 25.3011E Length: 158.495' North: 703181.4805' East: 102095.5173' Segment #13 Line Course: N89° 29' 28.91"E Length: 24.997' North: 703181.7024' East: 102120.5133' Segment #14 Line Course: S00° 54' 01.09"E Length: 115.209' North: 703066.5076' East: 102122.3235' Perimeter: 973.687' Area: 55046.59 Sq. Ft. Error Closure: 0.0013 Course: S290 35' 55.7911E Error North: -0.00116 East: 0.00066 Precision 1: 747098.462 Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 9 www.GallowayUS.com Name: Fuel Parcel Project: King Soopers Store #20 Detention Pond Project No.: KSF000020.01 Date: May 28, 2015 Point of Beginning : North: 703181.7035' East: 102120.5126' Segment #1 Line Course: S890 29' 28.9111W Length: 24.997' North: 703181.4816' East: 102095.5166' Segment #2 Line Course: N00° 02' 25.30"W Length: 158.495' North: 703339.9766' East: 102095.4050' Segment #3 Line Course: N89° 57' 46.9111E Length: 47.241' North: 703340.0070' East: 102142.6459' Segment #4 Line Course: N00° 02' 25.30"W Length: 118.499' North: 703458.5060' East: 102142.5625' Segment #5 Line Course: S48° 30' 24.0211E Length: 249.056' North: 703293.4982' East: 102329.1136' Segment #6 Curve Length: 148.161' Radius: 45.000' Delta: 188.6446 (d) Tangent: 595.379' Chord: 89.744' Course: S37° 10' 15.62"W Course In: S41' 29' 35.98"W Course Out: S32° 50' 55.26"W RP North: 703259.7918' East: 102299.2996' End North: 703221.9870' East: 102274.8906' Segment #7 Line Course: S00° 54' 01.09"E Length: 38.913' North: 703183.0788' East: 102275.5021' Segment #8 Line Course: S89° 29' 28.91"W Length: 154.996' North: 703181.7029' East: 102120.5122' Galloway & Company, Inc . 303.770.8884. 6162 S. Willow Drive, Suite 320 9 Greenwood Village, CO 80111 . www.GallowayUS.com Perimeter: 940.358' Area: 35997.38 Sq. Ft. Error Closure: 0.0008 Course: S350 11' 05.47"W Error North: -0.00063 East: -0.00045 Precision 1: 1102426.250 Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 9 Greenwood Village, CO 80111 9 www.GallowayUS.com -- City Of jd ��Whea-W ge MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. May 18, 2015 Matthew Duhaime, PE, PLS Galloway & Company, Inc. 5300 DTC Parkway Suite 100 Greenwood Village, CO 80111 Dear Mr. Duhaime Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the second submittal for approval of a Specific Development Plan (SDP) for property located at 12525 W. 32nd Avenue. The application has been reviewed and the following are comments regarding the third submittal. SHEET ONE 1. In order to be consistent with the requirements of the Jefferson County Clerk and Recorder's office, please increase the top margin to one inch. The mylar will be rejected for recording if there is not a 1" margin at the top of the front sheet. 2. Designate who will be signing as surveyor of record. 3. The landscaped coverages for both the pond and the fueling station do not match the landscape coverages on Sheets 8 and 9. 4. In the signature block for the Planning Commission, add more space for the signature. 5. Add a legal description for both the fueling station and the detention area meeting the City's legal description criteria. A boundary description of the combined sites should be included as well. See comments from Dave Brossman regarding the legals. SHEET TWO 1. Renumber this sheet so it is 2 of 11. SHEET THREE The City does not approve this revised median design and will require the median to be extended a minimum of 40' as per our original request. This change applies to all sheets that have the project site plan on them. SHEET FIVE Staff has concerns regarding the lack of light for the main entrance and the brightness of the fueling station. This comment was not addressed with this submittal. SHEET SIX 2. Staff has concerns regarding the lack of light for the main entrance and the brightness of the fueling station. This comment was not addressed with this submittal. SHEET EIGHT The landscaped coverage in the Site Data table does not match the front sheet. SHEET NINE 1. The landscaped coverage in the Site Data table does not match the front sheet. OTHER ITEMS 1. For publication purposes, please email a boundary description with both the fueling station and detention areas approved by Public Works in Word format to mreckert(ibci.wheatridize.co.us. Wheat Ridge Public Works: See comments from Dave Brossman dated May 12, 2015. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Meredith Reckert 303-235-2848 Public Works Dave Brossman 303-235-2864 Traffic Engineering Mark Westberg 303-235-2863 Please submit one 24" x 36" copy and one 11" x 14" copy of the revised documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. This case is tentatively scheduled for Planning Commission public hearing on June 18, 2015. Resubmittals must be in final form and submitted by June 9 for packet preparation and distribution on June 11. If this schedule cannot be met, the next available hearing date will by July 2. A legal description for the combined boundary meeting the city's requirements will be needed by May 28. 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OJ '3OOIN 1V3HM 3 O1313ON00A l 3nN3AV pUZ[ 1S3M 3 F p m,a 90'n -11A QOOM-3"lddd N Aemo geOZ# H3 NDO ONn3n=i a „ SUBdOOS ONDI es I _ I . _ I o wr _ z�Z� w w wo�� L � ao CL r IL d n y pp .3 '\ \ ` A F p City of W heat Ridge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: May 12, 2015 SUBJECT: WZ-14-14/King Soopers Fueling Station I have completed my third review for the request for approval of a Planned Commercial Development Specific Development Plan approval for the construction of a fueling station for the King Soopers grocery store in the Applewood Village Shopping Center at 12525 W. 32nd Avenue, and I have the following comments: Specific Development Plan (SDP): 1. The "Legal Description" found on the cover sheet of the Specific Development Plan does not accurately reflect the boundary of the area of the King Soopers Fueling Station. For example, the Applewood Village Shopping Center Subdivision plat only had 2 lots (Lots 1 and 2). In light of this, it is unclear how the Fueling Station area can now be described as Lot 12, Applewood Village Shopping Center Subdivision (AVSC), or how the Detention Area can be defined as Lot 18 AVSC, since those lots were not created during the AVSC Subdivision. 2. The sheets shown in the SDP include numerous items not being designed by Galloway (for example, 16 out of 48 items shown on the Site & Utility Plan are shown as being by "OTHERS"). Due to the general nature of the SDP design, Public Works will not provide technical comments until a civil design corresponding to the SDP has been submitted for review. 3. PW suggests caution should be taken in approving the SDP prior to receiving a submittal of the civil design documents. It is clear that all of these documents must correspond to one another, and to approve an SDP that went through a public process without having at least a single review of a civil design could prove risky. 4. PW also highly recommends that the replat for the entire Applewood Village Subdivision be submitted for review and approval for similar reasons. The overall plat will remove and consolidate all currently existing parcel lines involving the six parcels of the King Soopers Fueling Station, and consolidate two existing parcels into a single Tract for the associated detention facility. The overall platted Lot would then become the Legal Description for the Kings Soopers Fueling Station, just as the newly created Tract does for the detention facility. Albeit the SDP would need to be recorded subsequent to the plat for that to work properly. King Soopers Fueling Station _AVSC_12525W32ndAve_Review-3.docx Public Works Engineering May 12, 2015 Page 2 Legal Descriptions King Soopers Fuel Tract: 1. The Fuel Tract Legal Description prepared by Galloway is NOT on the Current City Datum as required. 2. The Legal Description contains a bearing that causes it to not close. The bearing needs to be compared with bearing found on the Closure Sheet as that does close. The stamped legal was compared with the closure sheet, and a chord bearing discrepancy at segment #9 was discovered. 3. The Basis of Bearing uses an assumed bearing, which is also disallowed. The Basis of Bearing differs from the AVSC ODP prepared by Kimley-Horn, which is on the Current City Datum, by 00° 02'13". PW suggests Galloway look over the official ROW (Half -Section) map and the Legal from Kimley-Horn's ODP that accompanies this Letter, and utilize the south line of the NW Quarter of Section 29 as this will in all likelihood be what the AVSC resubdivision plat will use. That way all of these documents will coincide with one another, and also be on the Current City Datum as required by the Municipal Code of Laws. Detention Pond Tract: The easement Basis of Bearings is inconsistent with the Current City Datum, as required. Drainage Letter The Drainage Letter and Plan appear to be in conformance with the previously approved "Master Drainage Report for the ODP Amendment #9", prepared by Kimley Horn, revised March 17, 2015 (project # 096060019) and approved by the City of Wheat Ridge on March 23, 2015. The Drainage Letter is hereby approved. A copy of the approved Letter accompanies this comment letter. Civil Construction Plans Public Works cannot to sign -off on any Building or Right -of -Way Construction Permits until full civil construction plans have been submitted for review and approval. Due to the fact that it generally takes a couple of reviews, PW suggests the civil plans be submitted for review and approval in advance of the Building Permit Application (BPA). That way their application is not held up awaiting civil revisions (the approved civils must be included in the BPA). Traffic Impact Study 1. Comments pertaining to the Traffic Impact Study will be forthcoming from Mark Westberg, P.E. at a later date under separate cover. King Soopers Fueling Station_AVSC_12525W32ndAve_Review-3.docx City of ULICWheat dge WORKS Memorandum TO: Meredith Reckert, AICP, Senior Planner FROM: Mark Westberg, PE, CFM, Project Supervisor DATE: May 14, 2015 SUBJECT: Applewood Village Redevelopment Traffic Impact Study — April 2015 — 1St Review I have completed my review of the Traffic Impact Study dated April 2015 for the proposed redevelopment of Applewood Village at the northeast corner of 32nd Avenue and Youngfield Street. I have the following comments regarding this submittal: 1. Executive Summary a. The executive summary will need to be revised to reflect the comments made elsewhere in this memo b. Page 2 — The 1St paragraph mentions new trips that are attributable to the King Soopers Fuel Center, but does not mention new trips that are attributable to the Starbucks. 2. Existing Roadway Network a. Page 8 — The 4th paragraph states that the western full movement access along 32nd "primarily provides access", it would be more accurate to state that this alley access "only provides access". 3. Trip Generation a. Page 18 — The 3rd paragraph allocates 10% of the Starbucks trips to center; however, the Starbucks site does not connect with the center, so internal capture is not possible. b. Page 19 — The percentage of pass -by trips for the Fuel Center should be stated. c. Page 19 — The 1St paragraph states that pass -by trips were not allocated to the Starbucks. A relatively high percentage should be allocated since this will likely happen. There are several studies in-line with ITE manuals that showed a relatively high percentage of pass -by trips. d. Page 19 — Table 1 is confusing. The bottom row should be "Total Trips". An additional row should be added for "Total External Trips". e. Page 19 — The following additional summary tables would be helpful: i. Table showing total number of trips generated. ii. Table showing reduction for internal capture and revised totals. 4. Trip Distribution a. Page 20 — Discussion should be included in this section concerning the internal capture for the Fuel Center. Additional figures should be added to illustrate the changes in the trip distribution. The following should be incorporated in that discussion: Applewood Traffic Study May 14, 2015 Page 2 i. Most, if not all, of the internal capture trips for the Fuel Center related to the King Soopers will likely visit the Fuel Center after shopping. ii. Because of the difficulties in navigating the high pedestrian traffic areas in front of either the King Soopers or Applejacks entrances, the majority of those internal capture trips will likely use the 32"d main access to exit the site. b. Page 21 — On Figure 9 the following adjustments should be made: i. It seems unlikely that traffic from Applewood Village would exit left onto Youngfield, then left onto 32"d, then left at the alley access to get to the Starbucks. That 5% should be added to the trips exiting right onto 32"d at the 32"d main access then turning right into Starbucks. ii. Since the alley access will not allow a SB left turn, those trips should be assigned to the 32"d main access SB left turns. c. Pages 25 and 26 — The trips shown on Figures 13 and 14 will need to be adjusted to reflect the changes to Figure 9. d. Pages 31 thru 34 — The trips shown on Figures 19 thru 22 will need to be adjusted to reflect the changes to Figure 9 and any impact of the shift of the internal capture trips to the 32nd main access. Key Intersection Operational Analysis a. Page 36 — Because the Youngfield traffic signals are part of a coordinated system, the actual signal timing for those signals should be used in the analysis, not an optimized timing. b. Page 36 - The HCM is stated as the method used to analyze the intersections. Using this method is not adequate, the proximity of the proposed intersections requires that a micro -simulation technique be used. The simulation needs to analyze the closely spaced intersection and access points for any queues, potential blockage and other traffic behaviors which may negatively affect the operation along 32"d particularly along the southern frontage of the development. c. Page 36 — The LOS for the individual movements for the 32"d & Youngfield intersection should also be included in Table 3. d. Page 37 — The 2"d paragraph discusses the need to continue to have the 32"d alley access be a full movement access to serve the Starbucks, which will not be allowed due to the significant safety issues created. Left turning movements will not be allowed because of the close proximity to the 32"d main access EB left turn lane and the 32"d & Youngfield WB left turn lanes. This traffic would be better served by an internal access to a new traffic signal at the 32nd main access. WB right -in movements will provide good access to the drive thru. Signage should be provided showing preference for this access for the drive thru. e. Page 37 — The 2"d paragraph also mentions having two outbound lanes for the alley access. As discussed above, the SB left -out movement will not be allowed. f. Page 39 — The 1St and 2"d paragraphs anticipate the diversion of traffic from the 32"d main access to the Youngfield signalized access because of the expected delays. This is not an acceptable solution to the expected delays at the unsignalized 32nd main access for the following reasons: i. Increases the traffic that is required to travel through the high pedestrian traffic areas in front of either the King Soopers or Applejacks entrances. Applewood Traffic Study May 14, 2015 Page 3 ii. Increases the left turn traffic at the existing signal at the Youngfield signalized access which already exceeds the allowable queue length during the 2016 pm peak. iii. Increases the left turn traffic at the existing signal at 32"d & Youngfield. iv. Increases the EB thru traffic on 32"d main access thereby causing additional delays at that access. g. Page 39 —A signal warrant analysis must be done for the 32nd main access because of the poor LOS and excessive queues. h. Page 43 — The LOS for the individual movements for the Youngfield signalized access should also be included in Table 8. 6. Intersection Queuing Analysis a. Page 45 —The following changes should be made to Table 10: i. The queues for all movements at all of the intersections should be included. ii. The existing lane length for the WB thru/right movement at the Youngfield signalized access should be included. iii. The WB left turn lane at the Youngfield signalized access does not extend into the drive aisle as noted in the footnote. b. Page 45 — The following issues are noted in Table 10: i. Since the queue length of the SB left at the 32"d main access exceeds the available turn lane length for both the left and right turn lanes for 2016 and 2035, the SB right turn movement will also experience similar excessive delays. ii. Since the queue length of the WB left at the Youngfield signalized access exceeds the available left turn lane length for 2016 and 2035, the WB thru/right will experience additional delays. This would be further exacerbated if trips divert from the 32"d main access as suggested in the study. c. Page 46 — The 2"d paragraph discusses the design for an EB left turn lane for the alley access. The WB left turn lanes cannot be shortened. The 32"d & Youngfield intersection has been designed to accommodate large amounts of additional traffic from the development site west of I-70 and the eventual relocation of the WB 1-70 ramps to the south. 7. Conclusions and Recommendations a. Several of the conclusions and recommendations will need to be revised to reflect the comments made elsewhere in this memo. b. Given the complexities of the ongoing redevelopment for the Applewood Village Shopping Center, the traffic study and analysis, access design, and internal traffic patterns should be analyzed comprehensively for the long term layout and design for the entire south half of the center. Designing access and potential changes to the street network for just the beginning phases of a major redevelopment will likely result in safety and congestion issues as noted in these comments. Appendix D — Intersection Analysis Worksheets 8. As noted previously, the traffic signal at 32nd & Youngfield is part of a coordinated system. The actual timing for the signal should be obtained from the City and used for the modeling 9. As noted previously, the HCM is not adequate to analyze the intersections because of their close proximity and the long queue lengths. A micro -simulation analysis should be done. Applewood Traffic Study May 14, 2015 Page 4 Appendix E — Queuing Analysis Worksheets 10. The queues for several turning movements at the 32°d & Youngfield intersection show that they exceed the available capacity. This appears to be in error. 11. The WB right at the 32nd & Youngfield intersection appears to be the longest queue for the weekday pm. This needs to be shown on Table 10. Gal-.owayPlann, g. Arc itei; ur . Wing nee ing April 27, 2015 Meredith Reckert City of Wheat Ridge Planning Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Re: Variance Request for Applewood Village Center Planned Commercial Development, Amendment # 11 (SDP) Applewood Shopping Center - King Soopers Store #20 Fuel Station. Dear Meredith Reckert, We are formally requesting a variance for the proposed Applewood Shopping Center King Soopers fuel station at the northeast corner of 32nd Avenue and Youngfield Street in Wheat Ridge, Colorado. Project Location: The proposed fuel site is part of the Applewood Village Shopping Center — Outline Development Plan Amendment #9, the original Applewood Village Shopping Center, and Lots 23 and 24 of the adjacent Applewood Village Subdivision. The proposed site is currently occupied by two buildings, one of which is a 1,535 square foot retail building. The second building is 18,174 square feet and has been used as a church and event center hall. Both sites include parking fields and drive aisles for access and circulation. Adjacent Properties: To the north, the site is adjacent an existing retail building that is a part of the Applewood Village Shopping Center and associated parking field. To the south, the 32nd Avenue right of way, and Lot 19 Applewood Village is occupied by two buildings being used as an office building and retail storage facility. The site is bound on the west by the main north/south access -drive into the shopping center from 32nd Avenue. To the east, a proposed water quality and detention pond is to be constructed by the shopping center owner with the Wright Court right of way at the east side of the detention pond. The existing uses on the proposed site are separated by grades which do not allow for cross access. As such, the proposed fuel center will require a retaining wall with a maximum height of 10' at the south east corner of the site in order to allow the proposed site to provide circulation with the existing shopping center. An existing timber retaining wall along the east property line will remain. Proposed Development: King Soopers proposes to construct on the 1.26 -acre site an automotive fueling center with nine pump islands, eighteen fueling locations, a 180 square foot kiosk and a 6,880 square foot fuel canopy. Additional amenities include a pay phone, tire air pump station and a propane exchange cage. Access to the site will be provided from the existing internal drive from 32nd Avenue. The site will be re -platted into a separate lot. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 0 www.GallowayUS.com Meredith Reckert King Soopers Store #20 Fuel Station April 27, 2015 The zoning places the project in a "contemporary overlay district" as shown in the City of Wheat Ridge "Architectural and Site Design Manual" (figure 2.1). The criteria requires that at least 40% of the property's frontage along the primary street must be occupied by buildings within the 0-20 foot build -to area. (Ch. 3.3 pg. 12) We are requesting a variance to the build -to requirement for the proposed site due to the existing grades of the adjacent roadway compared to the existing grades of the Applewood Village Shopping Center. In order to maintain safe and adequate site circulation given the existing topographic constraints, the fuel center must be setback from the primary street more than 20'. Please see below for justification of the proposed build to variance request: 1) The property in question would not yield a reasonable return in use, service or income if permitted to be used only under the conditions allowed by regulation for the district in which it is located. Response: If the proposed site was constructed to meet the build to requirement, access to the site and circulation with the adjacent center would be compromised. Given that the proposed use is oriented toward vehicular use, access and circulation are the key to customer's use of the site. 2) The variance would not alter the essential character of the locality. Response: The proposed site is located within an existing shopping center. Fuel stations are commonly found within shopping center areas, and thus, the essential character will not be altered due to the proposed variance. Additionally, the existing buildings in and around the proposed site are setback from the ROW in order to allow for proper grading. 3) The applicant is proposing a substantial investment in the property with this application, which would not be possible without the variance. Response: The proposed variance will allow for the site to be redeveloped as a part of the existing shopping center, which will allow for safe and adequate circulation to/from the adjacent shopping center uses. Due to the existing grades on the site, full compliance with the required build to would likely require the proposed retaining walls to double in size, jeopardizing the feasibility of the project. 4) The particular physical surrounding, shape or topographical conditions of the specific property results in a particular and unique hardship (upon the owner) as distinguished from a mere inconvenience. Response: Based on the existing topography of the site, the elevation at the southwest corner of the site is 5505. The property falls to an elevation of 5485 at the southeast corner of the site. This is a grade different of 20 feet, or 7.7%, which is creating a need for retaining walls and 3:1 slopes. The proposed site is located to the south of the main existing retail building, and provides pedestrian and vehicle access by walks and drives between the parking fields and uses. In order to provide safe pedestrian Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Meredith Reckert King Soopers Store #20 Fuel Station April 27, 2015 and vehicular circulation, the proposed site must match the existing grades to the north, again creating a need for retaining walls, with 3:1 slopes. 5) If there is a particular or unique hardship, the alleged difficulty of hardship has not been created by any person presently having an interest in the property. Response: The hardship is a result of existing topographic conditions and was not created by anyone having an interest in the property. The proposed site plan has been designed in a way to allow the site to function as a cohesive part of an existing shopping center. 6) The granting of the variance would not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located, by, among other things, substantially or permanently impairing the appropriate use or development of adjacent property, substantially increasing the congestion in public streets or increasing the danger of fire or endangering the public safety, or substantially diminishing or impairing property values within the neighborhood. Response: The proposed site is located within an existing shopping center that serves the surrounding neighborhood. The shopping center provides conveniences to the neighborhood, which the proposed fuel station will add to. For this reason, the proposed variance will not have a negative affect on property values. The design being proposed for the site, which requires the need for the variance, is to provide for proper site circulation to help ensure that any potential congestion in/or around the shopping center is not related to the proposed fuel station use. The retaining walls being proposed along the south and east sides of the property will allow for the adjacent properties to continue to be used as they are today. 7) The unusual circumstances or conditions necessitating the variance request are present in the neighborhood and are not unique to the property. Response: Given the slope of the adjacent 32nd Avenue ROW, development along the frontage requires retaining walls which have been used on the adjacent sites to allow the existing development to occur. 8) Granting of the variance would result in a reasonable accommodation of a person with disabilities. Response: Granting of this variance will allow the site to be designed in compliance with ADA requirements. The proposed variance also allows for the site to provide ADA access to the adjacent retail shops to the north. This would not be possible without the variance. 9) The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Response: Aside from the requested variance, the Architectural and Site Design Manual standards have been met or exceeded with the proposed design. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Meredith Reckert King Soopers Store #20 Fuel Station April 27, 2015 Thank you for your time and consideration of this project. Sincerely, Galloway Matt Duhaime Civil Engineer MattDuhaime@gallowayUS.com Gallaway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com G a = o w a Planning. Architecture. Engineering KING SOOPERS FUEL TRACT: • A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 23 AND 24 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFESON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE AND THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 14 COURSES: 1) N82° 29' 08'W A DISTANCE OF 83.90 FEET; 2) N88° 11' 46"W A DISTANCE OF 72.07 FEET; 3) N88° 12'09"W A DISTANCE OF 58.35 FEET; 4) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENGTH OF 14.46 FEET A RADIUS OF 9.50, AN DELTA OF 87'14'16" (dms) A CHORD DISTANCE OF 13.11 FEET, BEARING N44° 35' 03"W; 5) S89° 07'28"W A DISTANCE OF 10.33 FEET; 6) NOW 55' 23"W A DISTANCE OF 104.65 FEET; 7) THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 80.58 FEET, A RADIUS OF 200.00 FEET A DELTA OF 23005'00" (dms), A CHORD DISTANCE OF 80.03 FEET, BEARING N10' 37'07"E 8) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 11.64 FEET, A RADIUS OF 230.00 FEET, AN DELTA OF 02053'56", A CHORD DISTANCE OF 11.64 FEET, BEARING N20° 42' 39"E; 9) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 14.47 FEET, A RADIUS OF 15.00' AN DELTA OF 55°17'02" (dms) , A CHORD DISTANCE OF 13.92 FEET, BEARING N150 27' 16"W 10) NOW 00'00"E A DISTANCE OF 45.54 FEET; 11) N90° 00'00"E A DISTANCE OF 178.99 FEET; 12) S00° 00' 12"E A DISTANCE OF: 158.50 FEET; 13) N89° 31'42"E A DISTANCE OF 25.00 FEET; 14) S00° 51' 48"E A DISTANCE OF 115.21 FEET, TO THE TRUE POINT OF BEGINNING: SAID TRACT OF LAND CONTAINS 55,047 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE WEST LINE OF L CK 1 APPLEWOOD VILLAGE SUBDIVSION BEARING N82° 29' 08"W PREPARED ON AND FOR THE BEHALF OF��'`'+s;� GALLOWAY INC. r. 6162 S. WILLOW DRIVE, SUITE 320 25625 m GREENWOOD VILLAGE, CO 80111 DATE PREPARED 4/20/2015 JOB NO. KSS00020.01 PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 9 Greenwood Village, CO 80111 9 www.GallowayUS.com 04 Ga owa re Eny;rl,,: DETENTION POND TRACT: A TRACT OF LAND LOCATED IN A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION AND LOTS 19 AND 20 APPLEWOOD VILLAGE SUBDIVISION LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6T" P.M. STATE OF COLORADO, JEFFESON COUNTY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF 32ND AVENUE THENCE N00051'48"W ALONG THE WEST LINE OF SAID LOT 23 A DISTANCE OF 115.21 FEET TO THE TRUE POINT OF BEGINNING THENCE THE FOLLOWING 8 COURSES: 1) S89° 31'42"W A DISTANCE OF 25.00 FEET; 2) N00° 00' 12"W A DISTANCE OF 158.50 FEET; 3) N90° 00'00"E A DISTANCE OF 47.24 FEET; 4) N00° 00'12"W A DISTANCE OF 118.50 FEET; 5) S48° 28' 11 "E A DISTANCE OF 249.06 FEET; 6) THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING AN ARC LENTH OF 148.16 FEET, A RADIUS OF 45.00 FEET, A DELTA OF 188038'41" (dms), A CHORD DISTANCE OF 89.74 FEET, BEARING S37° 12'29"W; 7) S00° 51'48"E A DISTANCE OF 38.91 FEET; 8) S890 31'42"W A DISTANCE OF 155.00' SAID TRACT OF LAND CONTAINS 35,997 SQUARE FEET: THE BASIS OF BEARINGS ARE BASED UPON THE WEST LINE OF LOT 23, BLOCK 1 APPLEWOOD VILLAGE SUBDIVSION BEARING N820 29'08"W PREPARED ON AND FOR THE BEHALF OF GALLOWAY INC. 6162 S. WILLOW DRIVE SUITE 320 GREENWOOD VILLAGE, CO 80111 DATE PREPARED 4/20/2015 JOB NO. KSS00020.01 PREPARED BY: MATTHEW DUHAIME P.E., P.L.S. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com G a o w a y Closure Sheet Name: Fuel Parcel Project: King Soopers Store #20 Fuel Site Project No.: KSF000020.01 Date: April 17, 2015 Point of Beginning : North: 20166.9578' Segment #14 Line Course: S00' 51' 48.00"E Length: 115.209' North: 20051.7619' East: 10846.7243' Segment #1 Line Course: N820 29' 08.00"W Length: 83.904' North: 20062.7346' East: 10763.5406' Segment #2 Line Course: N880 11' 45.76"W Length: 72.070' North: 20065.0033' East: 10691.5062' Segment #3 Line Course: N880 12' 09.2911W Length: 58.350' North: 20066.8335' East: 10633.1849' East: 10844.9884' Segment #4 Curve Length: 14.465' Radius: 9.500' Delta: 087.1416 (dms) Tangent: 9.053' Chord: 13.107' Course: N440 35' 03.2911W Course In: S890 02' 04.9311W Course Out: NOl° 47' 48.50"E RP North: 20066.6735' East: 10623.6862' End North: 20076.1688' East: 10623.9841' Segment #5 Line Course: S89° 07' 28.00"W Length: 10.329' North: 20076.0110' East: 10613.6561' Segment #6 Line Course: N00° 55' 23.13"W Length: 104.652' North: 20180.6497' East: 10611.9701' Segment #7 Curve Length: 80.576' Radius: 200.000' Delta: 023.0500 (dms) Tangent: 40.842' Chord: 80.032' Course: N10° 37' 06.88"E Course In: N89° 04' 36.87"E Course Out: N67° 50' 23.11"W RP North: 20183.8718' East: 10811.9442' End North: 20259.3114' East: 10626.7177' + c * 303.770.8884. 6162S. Willow Drive, Suite 320 • Greenwood Village, C080111 . www.GallowayUS.com Segment #8 Curve Length: 11.637' Radius: 230.000' Delta: 002.5356 (dms) Tangent: 5.820' Chord: 11.636' Course: N20° 42' 38.89"E Course In: N67° 50' 23.11"W Course Out: S70° 44' 19.12"E RP North: 20346.0671' East: 10413.7072' End North: 20270.1952' East: 10630.8326' Segment #9 Curve Length: 14.473' Radius: 15.000' Delta: 055.1702 (dms) Tangent: 7.856' Chord: 13.918' Course: N46° 54' 12.00"E Course In: S70° 44' 19.12"E Course Out: N15° 27' 16.89"W RP North: 20265.2470' East: 10644.9930' End North: 20279.7046' East: 10640.9958' Segment #10 Line Course: N00° 00' 00.00"E Length: 45.542' North: 20325.2470' East: 10640.9958' Segment #11 Line Course: N90° 00' 00.00"E Length: 178.987' North: 20325.2470' East: 10819.9832' Segment #12 Line Course: S00° 00' 12.21"E Length: 158.495' North: 20166.7520' East: 10819.9926' Segment #13 Line Course: N89° 31' 42.00"E Length: 24.997' North: 20166.9578' East: 10844.9884' Perimeter: 973.687' Area: 55046.59 Sq. Ft. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 . www.GallowayUS.com Name: Fuel Parcel Project: King Soopers Store #20 Detention Pond Project No.: KSF000020.01 Date: April 17, 2015 North: 20166.9578' East: 10844.9884' Segment #1 Line Course: S89° 31' 42.00"W Length: 24.997' North: 20166.7520' East: 10819.9923' Segment #2 Line Course: N00° 00' 12.21"W Length: 158.495' North: 20325.2470' East: 10819.9829' Segment #3 Line Course: N90° 00' 00.00"E Length: 47.241' North: 20325.2470' East: 10867.2239' Segment #4 Line Course: N00° 00' 12.21"W Length: 118.499' North: 20443.7460' East: 10867.2169' Segment #5 Line Course: 5480 28' 10.93"E Length: 249.056' North: 20278.6179' East: 11053.6615' Segment #6 Curve Length: 148.161' Radius: 45.000' Delta: 188.3841 (dms) Tangent: 595.379' Chord: 89.744' Course: 5370 12' 28.72"W Course In: S410 31' 49.07"W Course Out: S32° 53' 08.36"W RP North: 20244.9307' East: 11023.8258' End North: 20207.1417' East: 10999.3924' Segment #7 Line Course: S00° 51' 48.00"E Length: 38.913' North: 20168.2331' East: 10999.9787' Segment #8 Line Course: S89° 31' 42.00"W Length: 154.996' North: 20166.9572' East: 10844.9880' Perimeter: 940.358' Area: 35997.38 Sq. Ft. Error Closure: 0.0008 Course: S35° 32' 37.45"W Error North: -0.00063 East: -0.00045 Precision 1: 1102426.250 Galloway & Company, In . 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com mcca:O N �O O W O IM F qA ! F$ 0 plFjyoo/ / L w o E W W o0 0 i C 9 &&Emma% o vi PARCEL G �lavo�m a 5 LOT 2 APPLEWOOD VILLAGE } o, $ _ N ca .y�• o � 3 ¢ to !o L Y a �N 9700'00' E 17899' << �000 G� CL Lo O Co i L Q LOT 19 O n R = 4.W r _ _ _ _ _ _ APPLEWOOD VILLAGE A J O of 7-'1�\ WCHD 13.0 8'•1Y E v N x1 or53'36' ! I 3 F/yooT �Q cn Q N O o Z \ o Q CHS •N. '�'E I 1 o. _ — - cF O �Q O Y PRPLEWOODVILLAGE71637 o �- �n Z" MI Ij� �- Biim o i Q�■ ■ } W J o 0 R �_�0.00 I O CHB � N 173r0T E � I I® •I I ly LOT 20 , CFD - 80.032' APPLEWOOD VILLAGE D 1wZ 3 LL - Z 1 M �- I U. WN W31'4Y E v155.00' 8 PARCEL I _ I _25,Op' Mir— m 3 i I®1 I^ ®I i O ® I Z- 6 J ------J ° o • LOT 19 I J APPLEWOOD VILLAGE I O 3 O _0 o LOT 24 LOT Z e 23 L O APPLEWOOD VILLAGE APPLEWOOD VILLAGE / LL - IL 42 cn O9'or2ir E Y 10. 12'08 w58.35' -----N e8'11'4Q' w 7207 SQ Nars°°e•wa.3. 0 = 841416' � � CL a a> 9 W 32ND AVE ,� c "—' 00 m cn cxle - N 435 03 w CFD 13.107' Z ¢w nw C Y a_ Cf) Ganoway� Pian n A.rci� cure. Engireer.rg April 15, 2015 City of Wheat Ridge Engineering Division 7500 West 29th Ave. Wheat Ridge, CO 80033 Re: Conceptual Drainage Conformance Letter for Proposed King Soopers Fuel #20 Applewood Village Shopping Center Dear Sir/Ms.: This drainage conformance letter has been prepared for a portion of the Applewood Village Shopping Center Subdivision located in the Northwest'/4 of Section 29, Township 3 South, Range 69 West of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. The purpose of this letter is to show that the proposed drainage for the King Soopers Fuel site conforms to Sub -Basins "B", "A" and "0-2" as shown in the "Master Drainage Report for the ODP Amendment #9" prepared by Kimley Horn, revised March 17, 2015 project #096060019 and approved by the City of Wheat Ridge Public Works, Engineering on March 23, 2015. The "Master Drainage Report" identifies Sub -Basin "B" as the area being redeveloped for the proposed fuel station. Sub -Basin "B" is 1.02 acres and has an impervious value of 95%. Sub -basin, "0-2", is identified as the area south of and adjacent to the fuel site containing a pedestrian walk and landscaping. Sub -Basin "0-2" is 0.43 acres with an impervious value of 28%. Sub -basin "A" is identified as the proposed detention pond east of the fuel site. Attached to this letter are the drainage maps and calculations prepared by Kimley Horn for further reference. The proposed fuel station will consist of a 9 dispenser fuel station with a 6,880 square foot canopy and a 212 square foot kiosk the fuel site is 1.26 acres in size identified by the demised premises exhibit (attached) with a metes and bound description. The drainage basins proposed in this letter have been divided into 6 major basins; Al, A2, A3, A4, A5, and OS -1 totaling 1.39 acres. Sheets attached at the end of this letter have been incorporated to a show more comprehensive breakdown of these proposed basins, along with any calculations for results discussed later in this letter. The "A" basins totaling 0.94 acres, discharge into three proposed Type 13 combination inlets and a canopy roof drain to the proposed storm sewer system. All of the basins "A" flows are detained by the newly constructed detention/water quality pond at the east side of the site. Basin "OS -1" consists of a small drive area, a landscape island and the adjoining landscape area south of the proposed fuel station. This 0.45 acre basin is not detained, and conveys its runoff directly to the storm sewer system in 32nd Avenue. Galloway & Company, lnc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 0 www.GallowayUS.com Comparing the basins from this letter and those from the "Master Drainage Report" prepared by Kimley Horn we see proposed fuel site Basin "A" has an impervious value of 89%, which is less than the 95% imperviousness of Kimley Horn Sub -Basin "B". Minor differences in basin boundary delineation explain the slight difference in values of imperviousness between these two basins. The 5 -year runoff values for Basin "A" and Sub -Basin "B" are 3.51 cfs, and 4.40 cfs respectively. Runoff values for the 100 -year event for proposed Basin "A" is 6.81 cfs, which is lower than the 8.20 cfs value for Sub - Basin "B". It is evident Sub -Basin "B", with its larger overall area and imperviousness provides a greater amount of runoff. Overall, the results remain consistent with one another given the difference in impervious values and the variation in boundary delineation. Comparing proposed Basin "OS -1" to Sub -Basin "0-2" of the "Master Drainage Reporf', we see a different result. Proposed Basin "OS -1" on the fuel site includes a portion of the access drive and a proposed sidewalk with imperviousness of 11 %, which is less than the 28% area of imperviousness of Sub -Basin "OS -2". Proposed Basin "OS -1" has a time of concentration of 5 minutes, while Sub -Basin "0-2" has a longer time of concentration of 10.9 minutes. This time of concentration between the two basins is because the fuel site grading shows Basin "OS -1" has a 3:1 slope, which leads to a very short initial/overland time of concentration, and then applies the travel time for the curb flow. The Kimley Horn report uses an initial/overland slope of 3% and then the travel time for the curb flow, this result in a significant difference in the time of concentration between the two basins. For Basin "OS -1" runoff of the 5- year event is 0.51 cfs, and runoff of the 100 -year event of 2.20 cfs. Sub -Basin "0-2" has a larger value for the 5 -year event of 0.60 cfs and a 100 -year runoff value of 1.90 cfs. The difference is due to imperviousness and time of concentration for Sub -Basin "0-2". Again, the overall results remain fairly consistent between the proposed basin in this drainage letter and the Sub -Basin from the "Master Drainage Report" prepared by Kimley Horn. I affirm that this proposed drainage design for the proposed King Soopers Fuel #20, Applewood Village Shopping Center, is in substantial conformance with the "Master Drainage Report for the ODP Amendment #9" prepared by Kimley Horn, revised March 17, 2015 project # 096060019 and approved by the City of Wheat Ridge Public Works, Engineering on March 23, 2015. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 • www.GallowayUS.com April 15, 2015 Matthew Duhaime, P.E., P.L.S. 25625 Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 • www.GallowayUS.com w w CL a E E 0 N N N R f0 O N 7 7 LL V7 Q m i0 m m Z U a T w c m •a rn a d � y r U O O o O In m m W LU LU Q U) J O C U K LU w co 2 w w 2i w > O IL fr U Q CD U o Z li Y O Q aaao�LL §> 2\2\\22 !!2222! .$ :§;__§§_[ ■ } ! §!§5616 )` ~ ]§§§§Ik§} « \)|\\)\\\ ! { !!I!)!§!5 } ■ �2k kkk/� -}§§LL z � ff0 ƒ)§o | « § )| k\((! !2|§555 §! _{ 0. : !!!5§55 !! )[\ _E a ;:5:!!= 6666666 :: 66 \{ !6 6 6 !! !£ !ma 9 ( | « § )| 11 APPLEWOOD VILLAGE CENTER PLANNED NOT THIS 9 E MLL BE A C MNDD IED BY TxE —CENT MNG SDOPERS BTDRE Pw H m COMMERCIAL DEVELOPMENT, AMENDMENT #11� DRAINAGE LEGEND SPECIFIC DEVELOPMENT PLAN BENCHMARK TO BE DETERMINED ASSUMED (NAND 1988 DATUM) / --�1---- Exlsnxc coNlouR PROPOSED KING SOOPERS FUELING CENTER 99 \ �#'� gg.5 SPOT0CWE PROPOSED SPOT LEvnitDx 32ND AND YOUNGRELD •2..m Ex511NG SPOT ELEVATION `Q iF FINStED FLOOR L7 I IV) i i �lL iC TOP OF CURB F•' .l _ FLPN UNE « go FL INT FLOMUNE INiEASECOON �m m m m m m 1F#r PARCEL G"--'' m TDP of w,xx / LOT 2 APPLEWOOD VILLAGE o/ / Pc POIN OF culla 40 ' XP HIGX POI. rc LOW POIM 1 _-------------------- TOC TDP OF DRATE . ,OB TOP OF BERM I ` , / / , , t - ' , uC ,Nkln EIEYAT10N ; h. JOS-2 L --- N 91 OpO QO E 178. 9' A-5 -_------- p� �� MATCH ExsnNc , ®^ —' — 0.70 , A! �; l0i TOP OF iMNS 55 W ' 0.09 0 25 wy TDP OF —MC O� c i b`D D [ r 0.78 D , , ... g D 0.83 _ �/ _ n . CD O.SD a, �O-' h�� �n w PRIVATE W m _ C SCALE ,•=2O I U CO CU Re CPENING O Ge OWE E� L = 54.4 06 �/' ,�PWdN"VilA�E, gsI$ ExlsnxcSTORM Swn /R$$cffi R — 1 .77 1 srs= PROPOSED s10RM SEWER C =�N 4f�54 12" E -f' `� 'I `S4 4�- o- sTEucXuxc ; BS,� t DESIGN PO:NI 12 `.�\� _--__- _ — iMIOR ASIN BOUNDM! UNE �55 i 0 N 20'42'3 �nE A-2 o �', ��480 MINOR we -Bax eouxwm uNE '-"�\ �► FLOW MRO" n o 1,1 ad 0.77 A-4 "Von 0.16 OEsx:xNVllRoRn DLmulw nDIRFcrIDn Y o QEh�Uaa u^onnr 0.83 0.7EL A 0.30 w 0.63 o-va Runo co nort Q€WOOD VILLA ' 100 -AR RMOFF [OEFFIDM o -'----- + � I I D.D BASIN MFA w "CBEs m `=45'14'37'i } o L = 80.5766 J SITE IMPERVIOUSNESS i TOTAL SATE 10 YR COEFFICIENT 0.42 0 -R-- �290.QO 4 D, TOTAL SITE 100 YR COEFFICIENT 0.58 CHB N, 10°3,7'07"' �E - I� 3.� `.,LOT 2O TOTAL SITE IMPERVIOUSNESS 409° / I� CHID = 80.032 ------------- -- - - ,n IjTOTAL BASIN 'A IMPERHDUSNESS 89.48 , AP-PL�W�OL;i-�IIL�AG------- --------- ------------------------ --------------- ------------------- v +o ------------------------------------ -------=,- i +s -- -- -- ! i `------- - - Oo i / } 1 r I p 1'42" E _--0 LU --_ `- �PA I�9iI O `f 0.76 ; + 0.15o.az O O - U) 0.82 Z J �o LLIW U 0 z O r N I ------------------ - Q w , i� ----------------- ---------------------- ---- — -------------------- --- - LOT 19 z Z LLJ ! I — I b• 1 N I� I �' II ----------------- I ---------------------5 0--------- - - I I � I , ' I ' APPLEWOOD VILLAGE T� OS -1 --------------------- � I I , I III � I --- - - ---------- ---- , 0.30 ----1----------' ' ! l -'-- — ----- _ _ 0.45 ------ ----- ---------------- ------- -----------= �'/ , ; LL Q -a D.53 -- -- ------ - -- II ----- y- --- ��L�{/}}4—IIII:�I��,�/�'� _' " A5�5�00�_�{����2`3/II--; II �'—" _- ----App �--VtLV11 ---___- _�_F1_r_(JJ-YW,dkli>"Yfi _ -' ',''i' '_ _ '�// / I' Project No: KSSI_I N , 89°07'28" E -- -5495 _--- sheet Boole: N/A J Ift>t --- --- --- 8° 2'09" W 58.35 N 88° 1�5 � �° Designed B2: O 10.33: W 72.07' $5 , ; -__ -- _ ,yJR Doi DFD.,, E{y. 82'29' y IA; Og ` \ , PY H3.949 Dote: DECEMBER 22. 20,a Q = 45° 1 4'37 = Disk File: Ksst 3t P_Dro�ncce L = 14.46 e' ©'" R = 9.50' z t O PROPOSED �=CHB S 44°3503 E\ W''�`�2ND AVE y� DRAINAGE PLAN CHID 13.107' , 1 of 1 0 1 of 1 City of RWheatRi�dge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. March 6, 2015 Mr. Dennis M. Sobieski, P.E. Kimley-Horn and Associates, Inc. 990 S. Broadway, Suite 200 Denver, CO 80209 303.228.2300 dennis.sobieski@kimley-horn.com Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: First Review Comments of the Master Drainage Report for the Redevelopment Projects of Regency Centers. Dear Mr. Sobieski, I have completed the first review of the above referenced document received on February 18, 2015 for the redevelopment proposed on the southerly portion of the Applewood Village Shopping Center, located at the W. 32°d Avenue and Youngfield Street, and I have the following comments: CIVIL ENGINEERING Final Drainage Report (Discussion): 1. Under the Historic Drainage System section found on page 5, please provide the historical release rate(s) from the area of interest, and most especially the Q5 and Q100 that flows to the existing storm sewer in W. 32nd Avenue. 2. Under the Proposed Drainage System: a. The 2"d sentence in the I` paragraph of the Runoff section on page 6 needs to be deleted as the City's drainage criteria do not state anything about 130 acres and the Rational Method. The City adheres to the UDFCD criteria. b. Under the Detention Criteria section: i. In the last paragraph of the Detention Criteria section you state that "Only areas disturbed during redevelopment have been used..." This will not be allowed, all sub -basin areas flowing to the detention facility must be included in the runoff calculations. ii. The design volumes will need to be adjusted to account for the ENTIRE area flowing to the detention facility. c. Under the Release Rates section on page 10, please state the maxima n release rates for the subject area. d. Under the Storm Sewer Pipe Hydraulics section on page 10, please state that the proposed stone system has been designed to handle the Minor storm event. e. Under the Rip Rap Design section on page 11, briefly describe the emergency spillway armoring to be employed, including type, use of geotextiles, etc. 3. Under the Conclusion section on page 11, please provide a comparison between the historical Q5 and Q100 release rate(s) from the area of interest as compared to what is to be released from the proposed detention facility to the existing storm sewer in W. 32nd Avenue. 4. Please provide a P.E. seal and signature on the revised Master Drainage Report for approva Final Drainage Report (Appendix): www.ci.wheatridge.co.us Public Works Engineering March 6, 2015 Page 2 In Appendix A — Hydrology and Detention Calculations: a. The Runoff Calculations will need to be modified to include 100% of the sub -basin areas rather than just the areas of anticipated redevelopment. b. The "Basin Imperviousness for Detention Pond" spreadsheet will need to be modified to include ALL impervious surfaces contributing runoff to the detention facility. c. Regarding the UDFCD spreadsheet for the Detention Volume by the Full Spectrum Method: I recommend this sheet be removed. Given the fact that you are using your own spreadsheet to calculate the WQCV, 5 yr., and 100 yr. +'/2 WQCV, you do not need to include this page (it makes it confusing). d. The values in the Detention Summary and Provided Pond Volume Summary tables will need to be modified to reflect the entirety of the impervious surfaces drainage to the detention facility. In Appendix B — Hydraulic Calculations, you will need to include a storm sewer profile with EGL & HGL lines for both the 5 -year and 100 -year events. Final Drainage Plan: 1. Please include the pipe size, class, length, and grade % for each run of the proposed storm sewer. 2. Please provide a P.E. seal and signature on the revised Master Drainage Plan for approval. Please submit for review and approval one hardcopy and one PDF file of the revised documents. The electronic files must contain scanned images of the P.E. seal & signature for approval. The files may be included with the hardcopy submittal on CD/DVD-ROM or delivered via e-mail. 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, Development Review Engineer/ City Surveyor 303.235.2864 dbrossman(&ci.wheatridee.co.us CC: Steve Nguyen, Engineering Manager Meredith Reckert, Senior Planner File www.ci.wheatridge.co.us Applewood Village SC—Master Drainage Report _Review- l.ltr.docx City of CWheat , dge MMUN1Ty DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. February 25, 2015 Matthew Duhaime, PE, PLS Galloway & Company, Inc. 5300 DTC Parkway Suite 100 Greenwood Village, CO 80111 Dear Mr. Duhaime Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to the second submittal for approval of a Specific Development Plan (SDP) for property located at 12525 W. 32nd Avenue. The application has been reviewed and the following are comments regarding the second submittal. SHEET ONE 1. In order to be consistent with the requirements of the Jefferson County Clerk and Recorder's office, please increase the top margin to one inch. 2. Under "Operational Limitations, correct the spelling of "unmanned". 3. Add a statement about the detention pond, its function and construction. 4. In the lower vicinity map, designate the locations of the fueling station and the detention pond instead of "site" 5. In the "General Site Description", first paragraph, spell out "MPD". 6. Designate who will be signing as surveyor of record. 7. Add an approval signature block for the Planning Commission. 8. Add a legal description for both the fueling station and the detention area indicating which is which. A boundary description of both sites should be included as well. SHEET TWO Can the shading on the 80' wide water easement be turned off? SHEET THREE 1. The City will require a physical extension of the main entrance drive median by 40'. 2. The sidewalk area at the southwest corner of the fueling station site should be labelled as #20 instead of #34. 3. Identify the objects at the southeastern corner of the intersection between the site drive and 32nd Avenue SHEET FOUR 1. The City will require a physical extension of the main entrance drive median by 40'. 2. Identify the objects at the southeastern corner of the intersection between the site drive and 32nd Avenue 3. Remove the "General Notes". 4. Remove the "Notice to Contractors". SHEET FIVE 1. The City will require a physical extension of the main entrance drive median by 40'. 2. Identify the objects at the southeastern corner of the intersection between the site drive and 32"d Avenue. 3. Under "Operational Limitations", correct the spelling of unmanned. 4. Staff has concerns regarding the lack of light for the main entrance and the brightness of the fueling station. Please address. SHEET SIX 1. The City will require a physical extension of the main entrance drive median by 40'. 2. Identify the objects at the southeastern corner of the intersection between the site drive and 32nd Avenue. 3. Correct the spelling of security at the bottom left hand corner of the sheet. 4. Staff has concerns regarding the lack of light for the main entrance and the brightness of the fueling station. Please address. SHEETSEVEN No changes. SHEET EIGHT 1. Extend the median island in the interior drive at least 10' to the north to prohibit left hand turns from the southern access point. 2. Add at least one tree to the island behind the Chipotle building, northwest of the detention pond. 3. In addition to the eight lilacs added on the eastern perimeter of the fueling station, provide additional coniferous trees. 4. Add a note that permanent irrigation will be required around the perimeter of the pond so that trees will survive. 5. Remove the Notice to Contractor note. SHEET NINE 1. Specify that the provided landscape data is for the fueling station. 2. The numbers for total site area and landscape coverage for the fueling station should match those provided on the first sheet. 3. Add another landscape data table for the detention pond. 4. Please provide separate planting legends for the fueling station and detention pond. 5. Remove the Notice to Contractor note. SHEET TEN 1. For aesthetic purposes, please upgrade the canopy support columns with brick matching the store/kiosk. The brick should extend from grade level to the underside of the canopy. 2. Can the canopy "skin" be extended below the edge of the canopy to provide extra shielding of canopy lights? 3. Add a note that the canopy facade will not be internally lit and that the light lenses will not extend below the canopy floor. 4. Add a note specifying that no additional advertising will be allowed on the pumps and pump islands. 5. Add a note that no additional advertising will be allowed on the kiosk/store. 6. Add a note that audio advertising/messages will not be allowed. CROSS SECTION SHEET 1. The site plan on this sheet should be consistent with Sheet 8. 2. On the cross sections, show initial tree planting height, as well as the mature height. OTHER ITEMS 1. For publication purposes, please email a boundary description with both the fueling station and detention areas approved by Public Works in Word format to mreckert@,ci.wheatridge.co.us. 2. No additional traffic information has been submitted and will delay the public hearing schedule. Wheat Ridge Public Works: Separate comments from Dave Brossman will be forthcoming and forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Public Works Traffic Engineering Meredith Reckert 303-235-2848 Dave Brossman 303-235-2864 Mark Westberg 303-235-2863 Please submit one 24" x 36" copy and one 11" x 14" copy of the revised documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. This case is tentatively scheduled for Planning Commission public hearing on March 19, 2015. Resubmittals must be in final form and submitted by March 11 for packet preparation and distribution on March 13. If this schedule cannot be met, the next available hearing date will by April 2. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848. 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Z .n O 0 0 OJ '30081 1tl3HM - 013130NOOA A 3n- PUZE ISM ^+- 9O`d-1-11A 4OOM3"1ddV AemoneE)03 Oa# dRA�10 ONn3nd ' Sd3dOOS ONN m _g� ga1st �m g 5�{{ g gg ggpp pp Q � W 1 r w ow �, 8g ww ---------- (L P 1 I I pp gg +� 88 pp pI a gg p 88 ee City of -' ��OrWheat'ge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. November 18, 2014 Matthew Duhaime, PE, PLS Galloway & Company, Inc. 5300 DTC Parkway Suite 100 Greenwood Village, CO 80111 Dear Mr. Duhaime Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to an application filed for approval of a Specific Development Plan (SDP) for property located at 12525 W. 32nd Avenue. The application has been reviewed and the following are comments regarding the first submittal. SHEET 1 1. Modify this title to read "Applewood Village Shopping Center Planned Commercial Development, Amendment #11 Specific Development Plan King Soopers Fueling Center - 32nd and Youngfield" This change should be made on all of the sheets 2. For reproduction purposes, modify the vicinity map to a black and white stick drawing 3. While this map is helpful in locating the project within the shopping center, it is hard to read. Please utilize a version that does not have the contour layer on it 4. Reverse the order of these two vicinity maps 5. Add a Character of Development statement indicating how the fueling station has common design schemes, architectural materials and landscaping with King Soopers and the rest of the shopping center 6. Add a Case History Box with the following case numbers: WZ-14-09, WZ-14-14 7. In the Site Data Table, designate the proposed land use as a motor vehicle fueling 8. In the Site Data Table, does the lot area of 55,047 include both the fueling site and detention pond side? If it does, please provide separate categories for the area devoted to the lease area for the fueling station and the detention pond. 9. Under General Site Description, indicate that the zoning is Planned Commercial Development. 10. In the Owner's Certificate, designate that this is a Specific Development Plan approval. 11. In the Owner's Certificate, designate who will be signing. 12. Modify the City Certification to be consistent with the Certification language (attached). 13. Add a statement that discusses hours of operation from 6 AM to 10 PM and reduction of site lighting to security lighting after 10 PM. 14. Rename Sheet 2 to be Existing Conditions SHEET TWO Incorporate Sheet 4 of the ALTA survey into the plan set. Rename it as existing conditions. Remove the rest of the ALTA sheets. SHEET THREE No changes. SHEET FOUR Remove this sheet. SHEET FIVE 1. Show trash dumpster location and method of screening. 2. Show freestanding sign locations. SHEET SIX 1. Add an additional sheet showing after-hours security lighting. 2. Add a statement that discusses hours of operation from 6 AM to 10 PM and reduction of site lighting to security lighting after 10 PM. SHEETSEVEN No changes. SHEET EIGHT 1. Add property line and lease area dimensions. 2. Designate land area for the fueling station and detention area separately. 3. Add two street trees at the very southwest corner of the site. Add two street trees in the landscaped island on the west side of the fueling site. 4. In addition to street trees on the fueling site, an additional tree and ten shrubs are required for every 1000 square feet of required landscaping. 5. Extend the median island in the interior drive at least 10' to the north to prohibit left hand turns from the southern access point. 6. Add street trees along Wright Court at 30' intervals 7. Replace the deciduous trees at the southwest corner of the detention pond with coniferous trees or provide coniferous trees to the west in the landscaped island on the fueling site. 8. Add vertical landscaped buffering in the area at the northeast corner of the detention pond. 9. Add quantities of plant materials in the landscape schedule. 10. Provide two cross sections of the combined site, to better convey the relationship and buffering for the residential and commercial areas to the east. One of the cross sections should be along the southern portion of the fueling station property into the adjacent commercial property. The other cross section should occur further to the north across the fueling site and detention area. Show trash dumpster location and method of screening. 11. Show freestanding sign locations. 12. Add a note that temporary irrigation will be required for establishment of the seed mix in the detention pond. 13. Permanent irrigation will be required around the perimeter of the pond so that trees will survive. SHEET NINE 1. Modify the landscaped coverage data table to address the fueling station site separately from the detention area site. Include total landscaping proposed and a breakdown between live landscaping and hardscape and the percentage of total for each site. 2. Irrigation for detention pond. SHEET TEN 1. Correctly identify the elevations. 2. Add details regarding proposed freestanding signs and wall signs. Include locations and size. OTHER ITEMS For publication purposes, please email a boundary lease line description approved by Public Works in Word format to mreckert(&ci.wheatridge.co.us. Attached are referrals received from other city departments and outside agencies regarding the Specific Development Plan document. Consolidated Mutual Water district: See attached correspondence from Andy Rogers dated November 3, 2014 Northwest Lakewood Sanitation District: See attached letter from Bill Willis dated October 31, 2014. Wheat Ridge Fire Protection District: See attached letter from Kelly Brooks dated November 3, 2014. Wheat Ridge Police Department: See attached memo from Kevin Armstrong dated November 4, 2014. Wheat Ridge Public Works: See attached letter from Dave Brossman dated October 29, 2014. See additional comments from Steve Durian dated November 18, 2014. Xcel Energy: See attached letter from Donna George dated November 10, 2014. Additional referral comments may be forthcoming and will be forwarded. This concludes the summary of comments. Please address each of these comments by revising the drawings accordingly. For clarification on any of these issues, please feel free to contact any of the Development Review committee members: Community Development Public Works Traffic Engineering Meredith Reckert 303-235-2848 Dave Brossman 303-235-2864 Mark Westberg 303-235-2863 Please submit one 24" x 36" copy and one 11" x 14" copy of the revised documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external reference and shx files, etc. 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 CF8 0 N7 4: a: (C w -j w � < z152686 :1 =W 8"Q) LL I'- r) z w 8 z cm cw) 0 co - Z Y 00"0018 XIM no). 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E i hI /—� �1 - ---- 00"" 90'VH" 111111Nnm v 3nN3AV PuN iSAM 9OV-1-11A (IOOMD-IcA(JV -M -eE) -en:� L OZ# HDiNDO ON SHE3JOOS!DNDl N cc w W iL Z 0 LL Cf) w Cc 8 , CO 2 Z Ne O. .6t 0— -,W- 0 E q g g 0 s GE 0 c $ 5 .£ 0 4i ice\ �J E P (D Ij o H s T k 3� I a g 6 6 •_ •••• �e �m /CeMO ,eE) 00 '300$N 1V3HM 0131ADNf)OA A 3nN3AV PUZE 153M 30V—nIA CIOOMglcAdV OZ# a3iNBO ONngn= saDdoos ON>I o r lwn „s P`i3& I 0 1, 4i 04 - 0 m z O kw •, d O Q 09a i-© 3 C'3�V0co =E IE z ILLL z C � z - W -Z, - HS l7 Q Y 0 ?` Ali ,FI 3 6 8 Z O � G Q O w � � •s w o O O L- Z v L J ONSOLIDATED mutual water November 3, 2014 City of Wheat Ridge Community Development Ms. Meredith Reckert 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Case Number WZ-14-14 — King Soopers — 12525 West 32nd Avenue Dear Ms. Reckert: This will acknowledge receipt of your correspondence dated October 27, 2014, regarding the above referenced property. Please be advised that the above referenced property is in an area served by The Consolidated Mutual Water Company (Company.) Domestic water service may be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. Our records indicate that the property addressed as 12625 West 32nd Avenue is currently receiving domestic water from the Company through a 1 1/2 -inch meter (CMWCo Tap Number 12831/Account Number 01109856-01.) Domestic water service may continue to be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service. The Company requires that a new application for water service be completed by the owner and returned to the Company at the time there is a change in use. The Company considers a remodel or building addition as a "change of use." The Company's rules, regulations, and requirements further state that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue - P.O. Box 150068 - Lakewood, Colorado 80215 Telephone (303)238-0451 - Fax (303)237-5560 City of Wheat Ridge Community Development Ms. Meredith Reckert November 3, 2014 Page 2 of 2 Fire protection requirements should be obtained from Wheat Ridge Fire Protection District and those requirements forwarded to this office by the Fire District at the earliest possible time. We can then determine if additional system improvements would be required to meet the demands set forth by the Fire District. If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, Andy Rogers Project Engineer cc: Kelly Brooks, Fire Marshall, Wheat Ridge Fire District Michael E. Queen, CMWCo President Zach Queen, CMWCo Superintendent of Distribution Kim Medina, CMWCo Tap Administrator MARTIN/MARTIN .00100-e" CONS�jL-,IN47, FNCtNiE�� October 31, 2014 Meredith Reckert City of Wheat Ridge Community Development 7500 West 29th Ave. Wheat Ridge, CO 80033 Email: mreckert@ci.wheatridge.co.us Re: NWLSD — WZ-14-14 — King Soopers Martin/Martin, Inc Project No.: 15700.C.01 Dear Ms. Reckert, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated October 27, 2014 concerning a specific development plan for the King Soopers fueling station located at 12525 W. 32n1 Avenue. Based on the full plan set, it appears a fueling station including one restroom is proposed. The subject lot at the property referenced above is completely within the boundary and service area of NWLSD. Treatment of sewage generated within the NWLSD is provided by the Metro Wastewater Reclamation District (Metro). NWLSD has a 12 -inch to 18 -inch diameter sanitary sewer transmission line running west to east, north of the proposed site in the Applewood Village Shopping Center. NWLSD also has an 8 -inch diameter sanitary sewer main running west to east within W. 32nd Avenue, south of the proposed property. Sheet '03' of the full drawing set shows two sanitary sewer service lines crossing the proposed fueling station. A call out mentions that these lines are to be "relocated by others". Please address and make the following additions to the plan set: • Indicate new location of sanitary sewer service lines and identify who "others" will be to the District. Service line construction or re -alignment must be coordinated through NWLSD and Martin/Martin as the Engineer. Fees may apply. • If existing service lines are being abandoned, proper abandonment procedures, following Metro's Rules and Regulations, must occur at the main. Identify any service line to be abandoned on the plans. • Indicate connection of new bathroom to sanitary sewer service line. Each building must have individual service line connecting to the main per District Rules and Regulations. • New construction is subject to comply with Metro's Pre-treatment/Industrial Waste Control Program as outlined in their Rules and Regulations. • Indicate outfall location (connection to main) of sanitary sewer service line connected to proposed bathroom. • Provide certified drawing indicating water meter size for the proposed kiosk with internal bathroom. Following resubmittal of updated plans, the District will provide the Developer with a tap fee document. Please be aware that proper tap, inspection and development fees are required prior to connection to the District main. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees". Notify the District's or M/M's office a minimum 72 - hours in advance of any sanitary construction activities. All costs involved — reviews, extensions (if required), design, contract development, construction, observation and inspections — are the responsibility of the Owner/Developer. If a main extension is necessary NWLSD's District Engineer MARTINIMARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 50215 MAIN 303A31.6100 MARTINMARTIN.COM NWLSD — WZ-14-14 — King Soopers October 31, 2014 will provide the design per the Rules and Regulations including proper deposits and completion of a main extension agreement. A copy of the District's rules and regulations are available upon request. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, EZ/, � Bill Willis, PE Cc: Peter Italiano —SDMSI, Inc. Tim Flynn — Collins, Cockrel, Cole Page 212 WHEAT RIDGE FIRE PROTECTION DISTRICT DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS 3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.5900 • www.wrfire.org DIVISION OF FIRE PREVENTION November 3, 2014 Meredith Reckert City of Wheat Ridge Community Development 7500 West 291h Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: WZ-14-14/King Soopers The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has the following comments regarding our ability to serve this property: 1. A Commercial Site Planning Guide has been included with this response. All requirements established in the Commercial Site Planning Guide, as well as the 2012 International Fire Code and IFC amendments adopted by the City of Wheat Ridge shall be met unless approved by the Division of Fire Prevention. 2. The applicant should be made aware that the proposed project may require one or more of the following Fire Department permits: o Fire District building permit o UST installation permit It is the responsibility of the property owner/tenant to verify that all required Fire Department permits are acquired. Please feel free to contact me if there are any questions or concerns with respect to this review. Reviewed by, -r—" OA"� Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District SITE PLANNING GUIDE FOR COMMERCIAL OCCUPANCIES Division of Fire Prevention 12012 IFC Revised: November 3, 2014 WHEAT RIDGE FIRE PROTECTION DISTRICT INTEGRITY • COMPASSION • SACRIFICE • RESPECT • STEWARDSHIP 3880 Upham St., Wheat Ridge, CO 80033 • www.wrfire.org • ph.303.403.5900 General Information Signage - Private Street Signs - Building Address Numbers Fire Apparatus Access Roads - Additional Access - Dimensions- Public and Private Streets - Dimensions- Private Drives - Commercial and Industrial Developments - Remoteness - Aerial Fire Apparatus Access Roads - Fire Apparatus Access Road Widths - Vertical Clearances - Authority - Surface - Access and Loading - Bridges and Elevated Surfaces - Dead End Fire Apparatus Access Roads - Turning Radius - Fire Apparatus Access Road Grades - Marking of Fire Apparatus Access Roads Table of Contents 2 2 3 Water Supply and Fire Flow 6 - Where Hydrants are Required - Water Supply of Fire Protection - Fire Flow Calculation Area - Minimum Required Fire Flow - Reductions in Minimum Required Fire Flows - One and Two Family Dwellings - Buildings Other Than One and Two Family Dwellings Fire Hydrant Spacing 7 ..........................-._._._.... ........... ...._._._._._._._._._..__...._._._....._................_._........_._......................... _._._._...._....._._...._..........._.__...._._._...._._...._._....._............. _._._._._._.._._._._._._.........._._._.................. .... - Location and Spacing of Hydrants - Sprinkler or Standpipe Systems and Hydrant Location Fire Hydrants and Installation 7 -- -- - ---- - - - -- --- - ------.-----.--.------._._._._._....-----._._....----------._..__............_.----------....__._...._._ - Obstruction - Clear Space Around Fire Hydrants - Physical Protection - Other Barriers Fire Protection Systems 8 .._._...._._._...._._._._...__._._._._._._._._._._._._._._._._......._._....__._._._._._...._._._._.__.._...._..__..............._...._._._._.._......._._._._._._...._._._._.__._....__._._...._..._...._............._.._...._._._._._._._.__._...._._._.._......_._._...._..... - Underground Lines for Fire Protection Systems - Backflow Prevention - Fire Department Connection Locations - Access to Fire Department Connections - Locking Fire Department Connection Caps Utilities - Electrical Rooms - Gas Meters Subject to Vehicular Damage - Other Barriers 9 Miscellaneous Features 9 _-.----- Key Boxes..----.- -- ----- ---- ------ - — -- ---. --- _ — - ----- -----._..._....._.----.--.---- — - - Locks WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention General Information This site planning guide for commercial occupancies is based upon the 2012 International Fire Code and the 2012 International Building Code as amended and adopted by the City of Wheat Ridge. For site plan purposes, commercial occupancies include all buildings other than one and two family dwellings and townhomes as classified by the International Residential Code. This guide has been prepared for use within the boundaries of the Wheat Ridge Fire Protection District that have adopted the 2012 International Fire Code. This information is intended to be used as a guide for site planning purposes and is not intended to be inclusive of all code requirements. Additional requirements based upon the International Fire Code as amended may be applicable once a site plan submittal has been reviewed by the Division of Fire Prevention. Signage Streets and roads shall be identified with approved signs. Temporary signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles. Signs shall be of an approved size, weather resistant and be maintained until replaced by permanent signs. Street signs, temporary or permanent, shall be installed prior to above grade construction. (IFC 12 505.2) Private Street Signs. The installation of street signs shall be the responsibility of the developer. Street signs shall meet the requirements of the Model Traffic code. The street sign design shall be approved by the Division of Fire Prevention prior to installation. (IFC 12 505.2) Building Address Numbers. New buildings shall have approved address numbers, building numbers or approved building identification placed upon the building in a position that is plainly legible and visual from the street or roadway fronting the property. The address numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numerals or alphabet letters. Address or building identification numbers shall be a minimum height of not less than four (4) inches, and with a minimum stroke width of not less than 0.5 inches. (IFC 12 505.1) Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. (IFC 12 505.1) 2 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Fire Apparatus Access Roads Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into the Wheat Ridge Fire Protection District. The fire apparatus access road shall comply with the requirements of the fire code and shall extend to within 150 feet of all portions of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility. (IFC 12 503.1.1) Exception: The fire marshal or designated representative is authorized to increase the dimension of one hundred fifty (150) feet where: 1. The building is provided throughout with an approved automatic sprinkler system installed in accordance with the fire code. 2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. 3. There are not more than two Group R-3 or Group U occupancies. Additional Access. The fire marshal is authorized to require more than one fire apparatus access road based upon the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. (IFC 12 503.1.2) Dimensions- Public and Private Streets. Public and private streets that are used for fire apparatus access shall have an unobstructed width that meets the dimensions and parking restrictions as set forth by the Street Standards adopted by the City of Wheat Ridge; and an unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches. (IFC 12 503.2.1 amended) Dimensions- Private Drives. Fire apparatus access that is designated as a private drive shall have an unobstructed width of not less than twenty-six (26) feet and an unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches. (IFC 12 503.2.1.1 amended) Commercial and Industrial Developments. Buildings of facilities exceeding thirty (30) feet or three stories in height shall have at least three means of fire apparatus access for each structure. (IFC 12 D104.1) Buildings or facilities having a gross building area of more than sixty-two (62) thousand square feet shall be provided with two separate and approved access roads. Exception: Projects having a gross building area of up to 124,000 one -hundred -twenty-four thousand square feet that have a single approved fire apparatus access road when all buildings are equipped throughout with an approved automatic sprinkler system. (IFC 12 D104.1) 3 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. (IFC 12 D104.3) Aerial Fire Apparatus Access Roads. Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. (IFC 12 Appendix D105.1) Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. (IFC 12 Appendix D105.2) At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 mm) from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. (IFC 12 D105.3) Authority. The fire marshal shall have the authority to require an increase in the minimum access widths where they are inadequate for fire or rescue operations. (IFC 09 503.2.2) Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of eighty five thousand (85,000) pound fire apparatus and shall be surfaced with the first lift of asphalt to provide all-weather driving capabilities, and shall be installed prior to above grade construction. (IFC 12 503.2.3 amended). Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 85,000 pounds. (IFC 12 D102.1 amended) Bridges and Elevated Surfaces. Where a bridge or elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASH ITO HB -17 and City Engineering Standards. Bridges and surfaces shall be designed for a live load of a minimum of eighty five thousand (85,000) pound fire apparatus. Vehicle load limits shall be posted at both entrances to bridges. Where elevated surfaces which are not designed as for use of fire apparatus, approved barriers, approved signs or both shall be installed and maintained when required.(IFC 12 503.2.6) 4 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Dead End Fire Apparatus Access Roads. Dead end fire apparatus access roads in excess of one hundred fifty (150) feet in length shall be provided with an approved area for the turning around of fire apparatus. (IFC 12 503.2.5) TABLE D10.3.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH WIDTH (feet) (feet) TURNAROUNDS REQUIRED 0-150 20 None required 120 -foot Hammerhead, 60 -foot "Y" or 151-500 20 96 -foot -diameter cul-de-sac in accordance with Figure D103.1 120 -foot Hammerhead, 60 -foot "Y" or 501-750 26 96 -foot -diameter cul-de-sac in accordance with Figure D 103.1 Over 750 Special approval required Turning Radius. The required turning radius for fire apparatus shall be a minimum of 50.5ft outside radius and 38.1ft inside radius. In addition, the outside radius is 53.6' when accounting for the front bumper overhang and is 55.8ft when accounting for the boom platform overhang. (IFC 12 503.2.4 amended) 0 2fl, EL 26' R 26' 28'R TYP.' TYP.' 20' 20'--� 26' 20' 96' DIAMETER 601.1y" MINIMUM CLEARANCE CUL-DE-SAC AROUNDARRE HYDRANT 60'1 —r r60' 28'R TYR' L;?N r26' ' t 70 28' R TYP.' 20' —� 20, 120' HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND 5 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Fire Apparatus Access Road Grades. The grade of fire apparatus access roads shall be within the limits established by Wheat Ridge Fire Protection District Standards. (IFC 12 503.2.7 amended) Marking of Fire Apparatus Access Roads. Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. (IFC 12 503.3) Water Supply and Fire Flow Where Hydrants are Required. Where a portion of a facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet (90m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building. Onsite fire hydrants and mains shall be provided were required by the fire code official. Exception: For buildings equipped throughout with an approved automatic sprinkler system in accordance with section 903.3.1.1 or 903.3.1.2 the maximum distance requirement shall be 500 feet (150 meters). (IFC 12 507.5.1 amended) Water Supply for Fire Protection. An approved water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible material arrives on the site. (IFC 12 3312.1) Water lines shall be installed and looped in accordance with the Water District of jurisdiction standards. Fire Flow Calculation Area. The fire flow calculation area shall be the total floor area of all floors within the exterior walls, and under the horizontal projections of the roof of a building except as modified in Section B104.3. (IFC12 B104.1) The fire flow calculation area of buildings constructed of Type IA and Type IIB construction shall be the area of the three largest successive floors.(IFC 12 B104.3) Minimum Required Fire Flow. The procedure for determining fire -flow requirements for buildings or portions of buildings hereafter constructed shall be in accordance with appendix B and Table B105.1 (IFC 12 Appendix B). A copy of Appendix B and Table B105.1 is available upon request from the Division of Fire Prevention. Reductions in the Minimum Required Fire Flow Area Separations. Portions of buildings which are separated by two (2) hour fire walls without openings, constructed in accordance with the 2009 International Building Code are allowed to be considered as separate fire flow calculations. (IFC 12 B104.2) 6 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention One- and two-family dwellings. The minimum fire -flow and flow duration requirements for one- and two-family dwelling having a fire -flow calculation area that does not exceed 3,600 square -feet shall be 1,500 gallons per minute for 1 hour. Fire -flow and flow duration requirements for one- and two-family dwelling having a fire -flow calculation area in excess of 3,600 square -feet shall not be less than that specified in Table B105.1. Exception: A reduction in required fire -flow of 50 percent, as approved by the fire code official, is allowed when the building is equipped with an approved automatic fire sprinkler system (IFC 12 B105.1 amended). Buildings other than one- and two-family dwellings. The minimum fire -flow and flow duration requirements for buildings other than one- and two-family dwellings shall as specified in Table B105.1. Exception: A reduction in required fire -flow of 50 percent, as approved, is allowed when the building is equipped with an approved automatic fire sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. The resulting fire -flow shall not be less than 1,500 gallons per minute for the prescribed duration as specified in Table B105.1 (IFC 12 B105.2 amended). Fire Flow Test Information. Contact the Water District of jurisdiction to obtain fire flow test information and test data. Fire Hydrant Spacing Location and spacing of hydrants. Fire hydrants shall be provided along required apparatus access roads and adjacent public streets with spacing between hydrants no greater than 300 feet. Fire hydrant spacing for complexes or subdivisions shall not exceed 300 feet. (IFC 12 507.5.1.2 amended) Fire hydrant locations shall be approved by the appropriate Water District of jurisdiction and the Division of Fire Prevention. Hydrant for sprinkler and standpipe systems. Buildings equipped with a sprinkler and/or standpipe system installed in accordance with section 903 or 904 shall have a fire hydrant within 150 feet of the fire department connection. (IFC 12 507.5.1.1 amended) Fire Hydrants and Installation Fire hydrants shall be installed in such a manner that the four and one half (4-1/2) inch discharge nozzle on the fire hydrant is a minimum of eighteen (18) inches above finished grade in accordance with the Water District of jurisdiction standards. Fire hydrant discharge nozzle threads shall be in accordance with the Water District of jurisdiction standards. Obstruction. Unobstructed access to fire hydrants shall be maintained at all times. The fire department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. (IFC 12 507.5.4) 7 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention Clear Space Around Fire Hydrants. A 3 -foot clear space shall be maintained around the circumference of fire hydrants, except as otherwise required or approved. (IFC 12 507.5.5) Physical Protection. Where fire hydrants are subject to impact by a motor vehicle, guard posts or other approved means shall comply with Section 312. (IFC 12 507.5.6) Other barriers. Physical barriers shall be a minimum of 36 inches in height and shall resist a force of 12,000 pounds applied 36 inches above the adjacent ground surface. (IFC 12 312.3) Fire Protection Systems For information on sprinkler or standpipe systems that may be required by the International Fire and Building Codes or required for access, fire flow requirements for water supply, please contact the Division of Fire Prevention or the City Building Department. Underground Lines for Fire Protection Systems. Underground fire lines and water lines shall be adequately sized for the sprinkler system design density and required inside and outside hose streams. Underground contractors shall be licensed with the Colorado Division of Fire Safety and the Water District of jurisdiction. Underground fire line design and installation will need to be approved and inspected by the Water District of jurisdiction. The two -hundred (200) pound hydrostatic two (2) hour test shall be witnessed by the Division of Fire Prevention. (IFC 12 507.5.3) Back Flow Prevention. The potable water supply shall be protected against backflow in accordance with the requirements of this section and the International Plumbing Code. Back flow prevention shall be installed on all new sprinkler and standpipe systems. (IFC 12 903.3.5) 1. Double Check back flow prevention devices may be installed for sprinkler and standpipe systems without chemicals. 2. Reduced Pressure back flow prevention shall be installed on sprinkler and standpipe systems using anti -freeze or chemicals. Please contact the Water District of jurisdiction for installation and type of back flow prevention that is approved for installation. (IFC 12 912.5) Fire Department Connection Locations. The fire department connection serving a sprinkler or standpipe system shall be located on the front of the building or as 8 1 P a g e WHEAT RIDGE FIRE PROTECTION DISTRICT Division of Fire Prevention approved by the fire marshal. A fire department connection serving a sprinkler or standpipe system shall be installed at a minimum height of not less than three (3) feet nor more than four (4) feet above finished grade. (IFC 12 903.3.7) Access to Fire Department Connections. Immediate access to fire department connections shall be provided and maintained at all times and without obstruction by fences, bushes, trees, walls, or any other object for a minimum of three (3) feet. (IFC 12 912.3) Locking Fire Department Connection Caps. Locking Knox fire department connection caps shall be provided on fire department connections for water-based fire -protection systems. (IFC 12 912.3.1) Utilities Electrical room Labeling. Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating ELECTRICAL ROOM or similar approved wording. The disconnecting means for each service, feeder or branch circuit originating on a switchboard or panel board shall be legibly and durably marked to indicate its purpose unless such purpose is clearly evident. (IFC 12 605.3.1) Gas Meters Subject to Vehicular Damage. Gas meters that are subject to vehicular damage shall be adequately protected by posts or other approved barriers that comply with the fire code. (IFC 12 312.1) 1. Constructed of steel not less than 4 inches in diameter and filled with concrete. 2. Spaced not more than 4 feet between posts on center. 3. Set not less than 3 feet deep in a concrete footing of not less than a 25 -inch diameter. 4. Set with the top of the posts not less than 3 feet above the ground and located not less than 3 feet from the protected object. Other barriers. Physical barriers shall be a minimum of thirty-six (36) inches in height and shall resist a force of twelve (12,000) pounds applied thirty-six (36) inches above the adjacent ground surface. (IFC 12 312.3) Miscellaneous Features Key Boxes. 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire -fighting purposes a key box is required to be installed in an approved location. The key box shall be a "Knox' Brand key box and shall contain keys to gain necessary access as required by the fire code official. (IFC 12 506.1) Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official. (IFC 12 506.1.1) 9 1 P a g e Meredith Reckert From: Kevin Armstrong Sent: Tuesday, November 04, 2014 4:18 PM To: Meredith Reckert Subject: RE: Land Use Referral King Soopers Fueling Meredith, The police department has no concerns with this project. Sergeant Kevin Armstrong Crime Prevention Team Wheat Ridge Police Department 7500 W. 29M Avenue Wheat Ridge, Colorado 80033 Of icc Plione. 303-235-2927 rax.- 303-235-2949 karmstrong9ci, wheaWdgc.co.us f(j/ h6at �, C-' POLIC'E DEPARTMENT 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: Meredith Reckert Sent: Tuesday, October 28, 2014 3:36 PM To: Kevin Armstrong Subject: Land Use Referral King Soopers Fueling Dear Kevin, The Wheat Ridge Community Development Department has received a request for approval of a Specific Development Plan at 12525 W. 32nd Avenue (Case No. WZ-14-14). Please download the application documents from the City drive: Folder: V:\Community Development\ Land Use Case Referral File name: King Soopers Fueling Comments are due by November 10, 2014; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, • 11 City of _� W heat I Ld✓ye PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: October 31, 2014 SUBJECT: WZ-14-14/King Soopers Fueling Station I have completed my first review for the request for approval of a Planned Commercial Development Specific Development Plan approval for the construction of a fueling station for the King Soopers grocery store in the Applewood Village Shopping Center at 12525 W. 32nd Avenue, and I have the following comments: 1. The Drainage Conformance Letter provided with this submittal is inadequate. While it is acknowledged that this site will need conform to the Concetual Drainage Report for the Applewood Village Shopping Center ODP Amendment #9 (which only contained minimal calculations), the detention facility is to be constructed during this development The engineer will need to provide a full Final Drainage Report adhering to the required outline found in the City of Wheat Ridge Site Drainage Requirements. 2. A full Traffic Impact Study will be required from the Applewood Village Shopping Center (related to their ODP) before the Trip Generation Letter provided with this submittal can be reviewed. To Mere - King Soopers Fueling Station_AVSC_12525 W 32nd Avenue - Review-l.doex City of 'heat Midge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Steve Durian, Engineering Consultant CC: Dave Brossman, Development Review Engineer DATE: November 18, 2014 SUBJECT: King Soopers Fueling Station Preliminary Traffic Analysis Comments The following are comments related to two preliminary traffic assessment submitted to the city for the King Sooper's fueling station at the Applewood Center. The city's criteria for the requirement for a traffic impact study for new development is 60 vehicles per hour. The proposed gas station is expected to generate 200 vehicles per hour during the PM peak period. Therefore a traffic impact study will be required along with the submittal for development plans. Two versions of the traffic assessment were submitted, one using a 20% internal capture rate and one using a 50% internal capture rate. This concept of capture rate assumes that some trips will be accessing both the gas station and the King Soopers (or other uses within the center) and therefore those trips would not be double -counted. However, it is expected that some of these internal capture trips will be more focused on the 32nd Avenue access than without the gas station and therefore should be accounted at this location rather than as internally captured trips. It also would be expected that a significant proportion of trips with the destination of 1-70 would access the gas station using the 32nd Avenue access. These trips would not be reflected in an internal capture trip ratio. Based on these factors, a lower internal capture rate would be more appropriate in assessing the traffic impacts at this location. The traffic impact study for this development will focus on the 32nd Avenue access. Levels of service from existing traffic volumes at this intersection will be compared to levels of service based on existing traffic plus traffic generated by the gas station in addition to tris generated by any potential new uses that may replace the Wells Fargo located along 32n Avenue. In addition to unsignalized Level of Service analysis at this intersection, a traffic signal warrant analysis for volume and delay may be required if level of service concerns justify consideration of a signal at this location. Memo - Applewood Fueling Station Traffic Analysis.docx XcelEnergysm PUBLIC SERVICE COMPANY November 10, 2014 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Meredith Reckert Re: King Soopers Fueling, Case # WZ-14-14 Right of Way & Permits 1123 West 3'd Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3660 donna.1.george@xcelenergy.com Public Service Company of Colorado (PSCo) has reviewed the plans for King Soopers Fueling. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the proposed project area, and requests all existing facilities be shown on the plans. Additionally, PSCo requests the PSCo easement document recorded at Book 1652 Page 38 be shown on the plans. 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 including relocation and/or removal. 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, particularly in the vicinity of the proposed retaining wall, as retaining walls are not permitted over underground facilities. If you have any questions about this referral response, please contact me at (303) 571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado �ea iyo,tIjdge COMMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date: October 27, 2014 Response Due: November 10, 2014 The Wheat Ridge Community Development Department has received an application for approval of a Planned Commercial Development Specific Development Plan approval for the construction of a fueling station for the King Soopers grocery store in the Applewood Village Shopping Center at 12525 W. 32nd Avenue. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ-14-14/King Soopers Request: Approval of a Specific Development Plan for property located at 12525 W. 32nd Avenue. The proposed development site is comprised of 1.26 acres and will include fueling stations with canopy and a 200 square foot payment kiosk. An additional .6 acres will be developed concurrently for shopping center detention and buffering. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager. Case Manager: Meredith Reckert Voice: 303.235.2848 Fax: 303.235.2857 Email: mreckert@ci.wheatridge.co.us DISTRIBUTION: Water District (Consolidation Mutual) Fire District (Wheat Ridge) Wheat Ridge Police Wheat Ridge Building Division Renewal Wheat Ridge Xcel Energy Sanitation District (Northwest Lakewood) Sanitation District (Westridge) Wheat Ridge Public Works Wheat Ridge Economic Development "The Carnation City" � u eW�a 1�tr , �'�s�.. 2' I'.t +let elf y i ay � ..fit• � ...k ,.- . i p �� N I #i ' _.. JYYY• iilj�.. Al s ww Nil, -- ��. Kimley»>Horn October 23, 2014 City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 Attn: David F. Brossman, PLS Development Review Engineer Re: Applewood Village Redevelopment, Wheat Ridge, Colorado 3400 Youngfield Street Traffic Compliance Letter Dear Mr. Brossman The purpose of this letter is to provide a trip generation comparison for the existing Applewood Village retail center containing a variety of uses planned to be redeveloped including a Radio Shack, gym, Old Chicago restaurant, gun shop, barber shop and other general retail/services. The proposed redevelopment is a gas station with 18 fueling positions. Applewood Village is located at 3400 Youngfield Street in Wheat Ridge, Colorado. This specific redevelopment site is located within the southeast quadrant of the retail center. The on-site circulation of the proposed gas station will operate similar to today's condition with the same connections internal to the center. External access to the gas station will mostly occur from the south from the access along 32nd Avenue. The angle head -in parking associated with the gun shop and barber will be removed along the northbound entrance main drive aisle. This will improve overall operations of the access. The previous or current approximate 2,546 square foot Radio Shack, 4,400 square foot gym, 211 square foot Tom and Joes Firearms, 650 square foot Applewood Village Barbers, 6,365 square foot Old Chicago restaurant and 3,819 square feet of general retail/services will be removed. These uses will be reconstructed to contain a gas station with 18 fueling stations. The trip generation for these uses is based on the ITE Trip Generation, 9th Edition (most current edition), Health/Fitness Club (492), Specialty Retail (826), Hair Salon (918), High - Turnover (Sit -Down) Restaurant (932) and Gasoline Service Station (944). The following table summarizes the anticipated trip generation comparison for the existing and proposed uses (trip generation calculations are attached). Kimley»>Horn Trip Generation Comparison Applewood Village Redevelopment — Gas Station Mr. Brossman, October 23, 2014, Page 2 Use and Size Weekday Vehicle Trips AM Peak Hour PM Peak Hour In I Out Total In I Out Total Previous Development 6,600 SF Specialty Retail (Gun Shop, Radio 4 3 7 8 10 18 Shack and General Retail/Services) 650 SF Barber Shop 1 0 1 0 1 1 4,400 SF Gym 3 3 6 9 7 16 6,365 SF Old Chicago Restaurant 38 31 69 38 25 63 Total 46 37 83 55 43 98 Current Proposal 18 Position Gas Station ` 56 1 54 110 1 63 1 63 126 Net New Trips +10 +17 +27 1 +g 1 +20 +28 * 50 percent internal capture applied for King Soopers Fuel Center As summarized in the table, the current proposal of redeveloping the existing two retail buildings within the Applewood Village retail center presently or previously containing a Radio Shack, gym, Tom and Joes Firearms, Applewood Village Barbers, Old Chicago restaurant and other general retail/services into a gas station with 18 fueling positions within the Apple Wood Village is anticipated to generate approximately 110 morning and 126 afternoon external peak hour trips. To determine this external trip generation volume, a 50 percent reduction was applied to account for sharing between the proposed fuel facility and the retail of the center. King Soopers identifies that there is an approximate 25 percent sharing of traffic from the grocery store customers alone. It is believed that an additional 25 percent of the fuel center traffic will be shared with the numerous other retail establishments of Applewood Village. Based on this internal capture percentage, the fuel center may generate an additional 27 and 28 external trips during the morning and afternoon peak hour, respectively. This is relatively low increase in traffic when compared with the entire trip generation of Applewood Village. If you have any questions or require anything further, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. �77ge Curtis D. Rowe, P.E., PTOE Vice President Kimley>))Horn Project Applewood Village Gas Station Redevelopment Subject Trip Generation for Specialty Retail (Existing Gun Shop, Radio Shack and General Retail) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Specialty Retail Center (826) Independant Variable - 1000 Sq. Feet Gross Leasable Area (X) X = 6.600 T = Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Proportional Difference Between AM and PM rates for Shopping Center (820) were applied to determine rate Directional Distribution: 61 % ent. 39% exit. (T) = 1.00 (X) T = 7 Average Vehicle Trip Ends (T) = 1.00 (6.6) 4 entering 3 exiting 4 + 3 = 7 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (page 1580) Directional Distribution: 44% ent. 56% exit. (T) = 2.71 (X) T = 18 Average Vehicle Trip Ends (T) = 2.71 * (6.6) 8 entering 10 exiting 8 + 10 = 18 Weekday (page 1579) Average Weekday Directional Distribution: 50% entering, 50% exiting (T) = 44.32 (X) T = 292 Average Vehicle Trip Ends (T) = 44.32 " (6.6) 146 entering 146 exiting 146 + 146 = 292 Saturday Peak Hour of Generator Proportional Difference Between Saturday and PM rates for Shopping Center (820) were applied to determine rate Directional Distribution: 52% ent. 48% exit. (T) = 3.52 (X) T = 23 Average Vehicle Trip Ends (T) = 3.52 (6.6) 12 entering 11 exiting 12 + 11 = 23 Project Applewood Village Gas Station Redevelopment imley>>> Horn Trip generation for Hair Salon (Existing Barber Shop) Designed by Matt Farmen Date October 08, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 08, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation 9th Edition, Average Rate Equations Land Use Code - 918 Hair Salon Independent Variable - 1,000 Sq Ft Number of Units (X) - 0.65 T = Trip Ends Peak Hour Adjacent Street Traffic One Hour Between 7 and 9 AM AM Peak Directional Distribution: T = (X) " 1.21 Trip Ends Per 1,000 Sq Ft 100% Entering 0% Exiting T = 1 Trip Ends 1 Entering 0 Exiting Peak Hour Adjacent Street Traffic One Hour Between 4 and 6 PM PM Peak Directional Distribution: T = (X) - 1.45 Trip Ends Per 1,000 Sq Ft 17% Entering 83% Exiting T = 1 Trip Ends 0 Entering 1 Exiting Weekday Daily Weekday T= (X)' T= 0 Trip Ends Per 1,000 Sq Ft Trip Ends Non -Pass -By Trip Percentage AM 100% PM 100% Note: Rounding may occur in calculations Directional Distribution: 50% Entering 50% Exiting 0 Entering 0 Exiting Non -Pass -By Trip Volumes AM Peak 1 Entering PM Peak 0 Entering 0 Exiting 1 Exiting 3502TripGenPlannerV9.xlsx 10/9/2014 Kimley-Horn and Associates, Inc. 9:45 AM 2013 CQI, Jim West, Pleasanton, CA 1 Planner Sheet Kimley>>> Horn Project Applewood Village Gas Station Redevelopment Subject Trip Generation - Health/Fitness Club (Existing Gym) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Health/Fitness Club (492) Independant Variable - 1000 Square Feet Gross Leasable Area (X) Gross Leasable Area = 4,400 Square Feet X = 4.400 T = Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. (Pape 898) Directional Distribution: 45% ent. 55% exit. (T) = 1.41 (X) T = 6 Average Vehicle Trip Ends (T) = 1.41 " (4.4) 3 entering 3 exiting 3 + 3 = 6 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (Pape 899) Directional Distribution: 57% ent. 43% exit. (T) = 3.53 (X) T = 16 Average Vehicle Trip Ends (T) = 3.53 * (4.4) 9 entering 7 exiting 9 + 7 = 16 Weekday (Page 897) Daily Weekday Directional Distribution: 50% ent. 50% exit. (T) = 32.93 (X) T = 145 Average Vehicle Trip Ends (T) = 32.93 (4.4) 71 entering 73 exiting 71 + 74 = 145 Project Applewood Village Gas Station Redevelopment imley>>> Horn Trip generation for High-Turnover (Sit-Down) Restaurant (Existing Old Chicago) Designed by Matt Farmen Date October 08, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 08, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation 9th Edition, Average Rate Equations Land Use Code - 932 High -Turnover (Sit -Down) Restaurant Independent Variable - 1,000 Sq Ft Number of Units (X) - 6.4 T = Trip Ends Peak Hour Adjacent Street Traffic One Hour Between 7 and 9 AM AM Peak Directional Distribution: T = (X) " 10.81 Trip Ends Per 1,000 Sq Ft 55% Entering 45% Exiting T = 69 Trip Ends 38 Entering 31 Exiting Peak Hour Adjacent Street Traffic One Hour Between 4 and 6 PM PM Peak Directional Distribution: T = (X) ° 9.85 Trip Ends Per 1,000 Sq Ft 60% Entering 40% Exiting T = 63 Trip Ends 38 Entering 25 Exiting Weekday Daily Weekday T = (X) - 127.15 T = 814 Trip Ends Per 1,000 Sq Ft Trip Ends Non -Pass -By Trip Percentage AM 100% PM 57% Note: Rounding may occur in calculations Directional Distribution: 50% Entering 50% Exiting 407 Entering 407 Exiting Non -Pass -By Trip Volumes AM Peak 38 Entering 31 Exiting PM Peak 22 Entering 14 Exiting 3502TripGenPlannerV9.xlsx 10/9/2014 Kimley-Horn and Associates, Inc. 9:47 AM 2013 CQI, Jim West, Pleasanton, CA 1 Planner Sheet I Kimley>»Horn I Project Applewood Village Gas Station Redevelopment Subject Trip Generation for Gasoline Service Station (Proposed Gas Station) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Gasoline Service Station (944) Independant Variable - Vehicle Fueling Positions (X) Vehicle Fueling Positions= 18 Positions X = 18 T = Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. (Pape 1985) Directional Distribution: 51% ent. 49% exit. T = 12.16 (X) T = 219 Average Vehicle Trip Ends T = 12.16'` 18.000 112 entering 107 exiting Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (page 1986) Directional Distribution: 50% ent. 50% exit. T = 13.87 (X) T = 250 Average Vehicle Trip Ends T = 13.87 * 18.000 125 entering 125 exiting Weekday (page 1984) Average Weekday T = 168.56 (X) T = 168.56 " 18.000 Directional Distribution: 50% entering, 50% exiting T = 3036 Average Vehicle Trip Ends 1518 entering 1518 exiting Non-Pass-bv Trip Volumes (Daaes 73 and 74. TriD Generation Handbook. June 2004 AM Peak Hour = 58% Pass By Pass By Applied All Other Time Periods 42% In Out Total AM Peak 47 45 92 PM Peak 72 72 144 Daily 759 759 1518 PM Peak Hour Rate Applied to Daily Pass-bv Trip Volumes (Daae 73. ITE Trip Generation Handbook. December 2012 AM Average Pass By Percentage: 58% Pass By PM Average Pass By Percentage: 42% Pass By Applied All Other Time Periods Average Daily Pass By Percentage: 50% In Out Total AM Peak 65 62 127 PM Peak 52 52 104 Daily 759 759 1518 Kimley»>Horn October 22, 2014 City of Wheat Ridge 7500 W. 291h Avenue Wheat Ridge, CO 80033 Attn: David F. Brossman, PLS Development Review Engineer Re: Applewood Village Redevelopment, Wheat Ridge, Colorado 3400 Youngfield Street Traffic Compliance Letter Dear Mr. Brossman: The purpose of this letter is to provide a trip generation comparison for the existing Applewood Village retail center containing a variety of uses planned to be redeveloped including a Radio Shack, gym, Old Chicago restaurant, gun shop, barber shop and other general retail/services. The proposed redevelopment is a gas station with 18 fueling positions. Applewood Village is located at 3400 Youngfield Street in Wheat Ridge, Colorado. This specific redevelopment site is located within the southeast quadrant of the retail center. The on-site circulation of the proposed gas station will operate similar to today's condition with the same connections internal to the center. External access to the gas station will mostly occur from the south from the access along 32 d Avenue. The angle head -in parking associated with the gun shop and barber will be removed along the northbound entrance main drive aisle. This will improve overall operations of the access. The previous or current approximate 2,546 square foot Radio Shack, 4,400 square foot gym, 211 square foot Tom and Joes Firearms, 650 square foot Applewood Village Barbers, 6,365 square foot Old Chicago restaurant and 3,819 square feet of general retail/services will be removed. These uses will be reconstructed to contain a gas station with 18 fueling stations. The trip generation for these uses is based on the ITE Trip Generation, 9th Edition (most current edition), Health/Fitness Club (492), Specialty Retail (826), Hair Salon (918), High - Turnover (Sit -Down) Restaurant (932) and Gasoline Service Station (944). The following table summarizes the anticipated trip generation comparison for the existing and proposed uses (trip generation calculations are attached). Kimley>»Horn Trip Generation Comparison Applewood Village Redevelopment - Gas Station Mr. Brossman, October 22, 2014, Page 2 Use and Size Weekday Vehicle Trips AM Peak Hour PM Peak Hour In I Out Total In I Out Total Previous Development 6,600 SF Specialty Retail (Gun Shop, Radio 4 3 7 8 10 18 Shack and General Retail/Services) 650 SF Barber Shop 1 0 1 0 1 1 4,400 SF Gym 3 3 6 9 7 16 6,365 SF Old Chicago Restaurant 38 31 69 38 25 63 Total 46 37 83 55 43 98 Current Proposal 18 Position Gas Station * 90 1 6 176 1 100 1 100 1 200 Net New Trips +48 1 +49 +97 1 45 1 +57 1 +102 * 20 percent internal capture applied for gas station As summarized in the table, the current proposal of redeveloping the existing two retail buildings within the Applewood Village retail center presently or previously containing a Radio Shack, gym, Tom and Joes Firearms, Applewood Village Barbers, Old Chicago restaurant and other general retail/services into a gas station with 18 fueling positions within the Apple Wood Village is anticipated to generate approximately 176 morning and 200 afternoon external peak hour trips. To determine this external trip generation volume, a 20 percent reduction was applied to account for sharing between the proposed fuel center and the retail facilities of the center directly per ITE guidelines for internal capture between retail facilities. It is anticipated that sharing will occur primarily between the King Soopers grocery store and this fuel center, but many of the other uses as well. Of note, this 20 percent internal capture reduction is likely conservative based on the size of the center and the nature of this use. Based on the conservative internal capture percentage, the fuel center may generate an additional 97 and 102 trips during the morning and afternoon peak hour, respectively. If you have any questions or require anything further, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY-H-O7R�N AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President RE Ri 10/22/14 i F�, '1Q-1'S/0M��G\� Kimley>))Horn Project Applewood Village Gas Station Redevelopment Subject Trip Generation for Specialty Retail (Existing Gun Shop, Radio Shack and General Retail) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Specialty Retail Center (826) Independant Variable - 1000 Sq. Feet Gross Leasable Area (X) X = 6.600 T = Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Proportional Difference Between AM and PM rates for Shopping Center (820) were applied to determine rate Directional Distribution: 61 % ent. 39% exit. (T) = 1.00 (X) T = 7 Average Vehicle Trip Ends (T) = 1.00 " (6.6) 4 entering 3 exiting 4 + 3 = 7 Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. (page 1580) Directional Distribution: 44% ent. 56% exit. (T) = 2.71 (X) T = 18 Average Vehicle Trip Ends (T) = 2.71 * (6.6) 8 entering 10 exiting 8 + 10 = 18 Weekdav (Daae 1579 Average Weekday Directional Distribution: 50% entering, 50% exiting (T) = 44.32 (X) T = 292 Average Vehicle Trip Ends (T) = 44.32 " (6.6) 146 entering 146 exiting 146 + 146 = 292 Saturday Peak Hour of Generator Proportional Difference Between Saturday and PM rates for Shopping Center (820) were applied to determine rate Directional Distribution: 52% ent. 48% exit. (T) = 3.52 (X) T = 23 Average Vehicle Trip Ends (T) = 3.52 " (6.6) 12 entering 11 exiting 12 + 11 = 23 Project Applewood Village Gas Station Redevelopment imley>>> Horn Trip generation for Hair Salon (Existing Barber Shop) Designed by Matt Farmen Date October 08, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 08, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation 9th Edition, Average Rate Equations Land Use Code - 918 Hair Salon Independent Variable - 1,000 Sq Ft Number of Units (X) - 0.65 T = Trip Ends Peak Hour Adiacent Street Traffic One Hour Between 7 and 9 AM AM Peak Directional Distribution: T = (X) - 1.21 Trip Ends Per 1,000 Sq Ft 100% Entering 0% Exiting T = 1 Trip Ends 1 Entering 0 Exiting Peak Hour Adjacent Street Traffic One Hour Between 4 and 6 PM PM Peak Directional Distribution: T = (X) - 1.45 Trip Ends Per 1,000 Sq Ft 17% Entering 83% Exiting T = 1 Trip Ends 0 Entering 1 Exiting Weekday Daily Weekday T = (X) * Trip Ends Per 1,000 Sq Ft T = 0 Trip Ends Non -Pass -By Trip Percentage AM 100% PM 100% Note: Rounding may occur in calculations Directional Distribution: 50% Entering 50% Exiting 0 Entering 0 Exiting Non -Pass -By Trip Volumes AM Peak 1 Entering PM Peak 0 Entering 0 Exiting 1 Exiting 3502TripGenPlan nerV9.xlsx 10/9/2014 Kimley-Horn and Associates, Inc. 9:45 AM 2013 CQI, Jim West, Pleasanton, CA 1 Planner Sheet Kimley>>> Horn Project Applewood Village Gas Station Redevelopment Subject Trip Generation - Health/Fitness Club (Existing Gym) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Health/Fitness Club (492) Independant Variable - 1000 Square Feet Gross Leasable Area (X) Gross Leasable Area = 4,400 Square Feet X = 4.400 T = Average Vehicle Trip Ends Peak Hour of Adiacent Street Traffic, One Hour Between 7 and 9 a.m. (Pape 898) Directional Distribution: 45% ent. 55% exit. (T) = 1.41 (X) T = 6 Average Vehicle Trip Ends (T) = 1.41 - (4.4) 3 entering 3 exiting 3 + 3 = 6 Peak Hour of Adiacent Street Traffic, One Hour Between 4 and 6 p.m. (Pape 899) Directional Distribution: 57% ent. 43% exit. (T) = 3.53 (X) T = 16 Average Vehicle Trip Ends (T) = 3.53 " (4.4) 9 entering 7 exiting 9 + 7 = 16 Weekday (Pape 897) Daily Weekday Directional Distribution: 50% ent. 50% exit. (T) = 32.93 (X) T = 145 Average Vehicle Trip Ends (T) = 32.93 * (4.4) 71 entering 73 exiting 71 + 74 = 145 Project Applewood Village Gas Station Redevelopment i rn l ey >>> H o r n Trip generation for High -Turnover (Sit -Down) Restaurant (Existing Old Chicago) Designed by Matt Farmen Date October 08, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 08, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation 9th Edition, Average Rate Equations Land Use Code - 932 High -Turnover (Sit -Down) Restaurant Independent Variable - 1,000 Sq Ft Number of Units (X) - 6.4 T = Trip Ends Peak Hour Adjacent Street Traffic One Hour Between 7 and 9 AM AM Peak Directional Distribution: T = (X) " 10.81 Trip Ends Per 1,000 Sq Ft 55% Entering 45% Exiting T = 69 Trip Ends 38 Entering 31 Exiting Peak Hour Adjacent Street Traffic One Hour Between 4 and 6 PM PM Peak Directional Distribution: T = (X) - 9.85 Trip Ends Per 1,000 Sq Ft 60% Entering 40% Exiting T = 63 Trip Ends 38 Entering 25 Exiting Weekday Daily Weekday T= (X) - 127.15 T= 814 Trip Ends Per 1,000 Sq Ft Trip Ends Non -Pass -By Trip Percentage AM 100% PM 57% Note: Rounding may occur in calculations Directional Distribution: 50% Entering 50% Exiting 407 Entering 407 Exiting Non -Pass -By Trip Volumes AM Peak 38 Entering 31 Exiting PM Peak 22 Entering 14 Exiting 3502TripGenPlannerV9.xlsx 10/9/2014 Kimley-Horn and Associates, Inc. 9:47 AM 2013 COI, Jim West, Pleasanton, CA 1 Planner Sheet Kimsey>)Morn Project Applewood Village Gas Station Redevelopment Subject Trip Generation for Gasoline Service Station (Proposed Gas Station) Designed by Matt Farmen Date October 09, 2014 Job No. 96060016 Checked by Curtis Rowe Date October 09, 2014 Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Equations Land Use Code - Gasoline Service Station (944) Independant Variable - Vehicle Fueling Positions (X) Vehicle Fueling Positions= 18 Positions X = 18 T = Average Vehicle Trip Ends Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. (Page 1985) Directional Distribution: 51 % ent. 49% exit. T = 12.16 (X) T = 219 Average Vehicle Trip Ends T = 12.16 * 18.000 112 entering 107 exiting Peak Hour of Adiacent Street Traffic, One Hour Between 4 and 6 p.m. (page 19861 Directional Distribution: 50% ent. 50% exit. T = 13.87 (X) T = 250 Average Vehicle Trip Ends T = 13.87 * 18.000 125 entering 125 exiting Weekday (page 1984) Average Weekday T = 168.56 (X) T = 168.56 * 18.000 Directional Distribution: 50% entering, 50% exiting T = 3036 Average Vehicle Trip Ends 1518 entering 1518 exiting Non-Pass-bv Trip Volumes (pages 73 and 74, Trip Generation Handbook, June 2004 AM Peak Hour = 58% Pass By Applied All Other Time Periods In Out Total AM Peak 47 45 92 PM Peak 72 72 144 Daily 759 759 1518 PM Peak Hour Rate Applied to Daily Pass-bv Trip Volumes (Daae 73. ITE Trip Generation Handbook. December 2012 AM Average Pass By Percentage: 58% Pass By PM Average Pass By Percentage: 42% Pass By Applied All Other Time Periods Average Daily Pass By Percentage: 50% In Out Total AM Peak 65 62 127 PM Peak 52 52 104 Daily 759 759 1518 G al 1. 1. . owa -rture. Engineering_ October 21, 2014 City of Wheat Ridge Engineering Division 7500 West 29th Ave. Wheat Ridge, CO 80033 Re: Conceptual Drainage Conformance Letter for Proposed King Soopers Fuel #20 Applewood Village Shopping Center Dear Sir/Ms.: This drainage conformance letter has been prepared for a portion of the Applewood Village Shopping Center Subdivision located in the Northwest'/4 of Section 29, Township 3 South, Range 69 West of the 6th Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado. The purpose of this letter is to show that the proposed drainage for the King Soopers Fuel site conforms to "Site A" as shown in the "Conceptual Drainage Report for the ODP Amendment #9" prepared by Kimley Horn, dated September 12, 2014 project # 096060016. This report identifies "Site A" as 1.6 acres is size with an impervious value of 90%. The proposed fuel station will consist of a 9 dispenser fuel station with a 6,880 square foot canopy and a 180 square foot kiosk the fuel site is 1.264 acres in size identified by the demised premises exhibit (attached) with a metes and bound description. The drainage basins are divided into 5 major drainage basins Al, A2, A3, A4, A5, 01 and total 1.44 acres. The "A" basins will discharge into three proposed Type 13 combination inlets and a canopy roof drain to the proposed storm sewer system. All of the basins "A" flows are detained by the proposed detention/water quality pond at the east side of the site to be constructed by the shopping center developer. Basin "01" consist of a small drive area, a landscape island and the adjoining landscape area to the south, basin "01" flows are not detained and will discharge directly to the storm sewer system in 32nd Avenue. The proposed site imperviousness of the site is 64.9% as shown on the attached sheet. The proposed Basin "A" imperviousness is 93.2% as shown on the attached sheet. At this time no "preliminary", or "final" drainage reports, are available • Galloway & Company, Inc. • 303.770.8884 • 5300 DTC Parkway, Suite 100, Greenwood Village, CO 80111 • www.gallowayUS.com I affirm that this proposed drainage design for "Site A" the proposed King Soopers Fuel #20, Applewood Village Shopping Center, is in substantial conformance with the "Conceptual Drainage Report for the ODP Amendment #9" prepared by Kimley Horn, dated September 12, 2014 project # 096060016. r� r PW F Matthew Duhaime, P.E., P.L. N��M- ��Fv%-- Galloway & Company, Inc. • 303.770.8884. 5300 DTC Parkway, Suite 100, Greenwood Village, CO 80111 0 www.gallowayUS.com Conceptual Drainage Report Applewood Village Shopping Center ODP Amendment #9 Wheat Ridge, Colorado Prepared for: Regency Centers 8480 East Orchard Road — Suite 6900 Greenwood Village, Colorado 80111 Prepared by: Kimley-Horn and Associates, Inc. 990 South Broadway — Suite 200 Denver, Colorado 80209 Project #096060016 September 12`h, 2014 Kimley>>)Horn Applewood Village ODP & Rezoning Conceptual Drainage Report TABLE OF CONTENTS TABLEOF CONTENTS................................................................................................................................ 2 PREPARER'S CERTIFICATION..................................................................................................................... 3 INTRODUCTION........................................................................................................................................ 4 SITELOCATION.................................................................................................................................................4 EXISTING SITE DESCRIPTION...............................................................................................................................4 EXISTING SOIL CLASSIFICATION............................................................................................................................4 EXISTING FLOOD PLAIN DELINEATION...................................................................................................................4 PROPOSED PROJECT DESCRIPTION........................................................................................................................4 RELEVANT DRAINAGE STUDIES AND MAPPING.......................................................................................................5 RELEVANT DRAINAGE CRITERIA............................................................................................................... 5 CRITERIA......................................................................................................................................................... 5 HYDROLOGIC DESIGN CRITERIA...........................................................................................................................5 WATER QUALITY TREATMENT CRITERIA................................................................................................................5 DETENTION STORAGE AND RELEASE CRITERIA........................................................................................................6 HISTORIC (EXISTING) DRAINAGE SYSTEM................................................................................................. 6 SUB -BASIN AND SITE DRAINAGE...........................................................................................................................6 PROPOSED (DEVELOPED) DRAINAGE SYSTEM.......................................................................................... 6 HYDROLOGIC CHARACTERISTICS..........................................................................................................................6 STORMWATER QUALITY AND DETENTION..............................................................................................................7 CONCLUSION............................................................................................................................................ 7 COMPLIANCE WITH APPLICABLE CRITERIA..............................................................................................................7 IMPACT OF PROPOSED IMPROVEMENTS................................................................................................................7 REFERENCES............................................................................................................................................. 8 APPENDIX A — NRCS SOIL CLASSIFICATION............................................................................................... 9 APPENDIX B — FEMA FLOOD PLAIN MAPPING........................................................................................ 10 APPENDIX C — COMMON TREATMENT AND STORAGE COMPUTATIONS ................................................. 11 Applewood Village ODP & Rezoning Concept Drainage Report PREPARER'S CERTIFICATION This Drainage Report (the Report) has been prepared by me, or under my direct supervision, in substantial accordance with the requirements of the City of Wheat Ridge (CoWR) Site Drainage Requirements Manual. Dennis M. Sobieski Registered Professional Engineer - State of Colorado 42233 Applewood Village ODP & Rezoning Concept Drainage Report INTRODUCTION The intent of this Conceptual Drainage Report (the Report) is to supplement the current Overall Development Plan (ODP) Amendment #9 and Rezoning Application related to the proposed redevelopment within the Applewood Village Shopping Center. This Report has been prepared to support the current development applications with the intent to outline proposed measurements to meet City requirements relative to stormwater treatment and attenuation for the redevelopment within the Site (as defined below). A more detailed Final Drainage Report will be prepared and submitted as part of future Specific Development Plans (SDP) associated with the respective developments. SITE LOCATION The Site is located at the northeast corner of Youngfield Street and 32nd Avenue within the City of Wheat Ridge, Colorado (the City). A parcel of land situated within the Northwest X of Section 29 within Township 3 South — Range 69 West of the 6th Principal Meridian. Adjacent land uses consist of the following: • North — Commercial (Applewood Village Shopping Center) • East— Residential Subdivision • South — Roadway (West 32nd Avenue) • West — Roadway (Youngfield Street) Further identification of the adjacent land uses may be referenced within the maps included within the Appendices of this Report. EXISTING SITE DESCRIPTION The ODP consists of an approximate 32.97 acre active commercial shopping center which will be amended to include an additional 1.58 acres, for a total of 34.55 acres, to accommodate redevelopment as outlined within the Proposed Project Description of this Report. EXISTING SOIL CLASSIFICATION By scaled map location and graphical review only of available National Resources Conservation Services (NRCS) mapping, soils were determined to consist primarily of Denver -Urban Land Complex (0-2 Percent Slopes). The corresponding predominant Hydrologic Soil Group for onsite soils may be classified as NRCS Type C. EXISTING FLOOD PLAIN DELINEATION By scaled map location and graphical review only of the Flood Insurance Rate Map Panel Number 08059C0194, dated June 17`h, 2003, this Site lies within an area classified as Zone X. Areas classified as Zone X are considered areas of minimal flood hazard, usually depicted by Flood Insurance Rate Maps as areas outside of the 500 -year flood plain. A copy of the Flood Insurance Rate Map has been included within the Appendices of this Report for further reference. PROPOSED PROJECT DESCRIPTION The ODP currently consists of an approximate 32.97 acre site which will be amended to include an additional 1.58 acres to accommodate redevelopment as outlined below: NEC of West 32nd Avenue & Youngfield Street (the Retail Site) Approximately ±1.4 acres of land located at the northeast corner of Youngfield Street and West 32nd Avenue. A portion of this area has been previously razed for redevelopment and a portion is currently developed with parking, vehicular access and limited landscaping improvements. Applewood Village ODP & Rezoning Concept Drainage Report Fuel Center (the Fuel Center) Approximately ±1.6 acres of land located north of West 32nd Avenue and south of the existing King Soopers and small multi -tenant retail building which consists of an existing but vacant multi -tenant retail building with associated parking, vehicular access and limited landscaping improvements. For the purposes of this Report, the individual sites will collectively be referred to as the Site. A copy of a Conceptual Site Plan has been included within the Appendices of this Report for further reference. RELEVANT DRAINAGE STUDIES AND MAPPING Previous drainage analysis and studies referenced within the preparation of this Report consist of available design reports for the Applewood Village SUP and Applewood Village Shopping Center (Center). The respective reports have been provided by the City and are referenced within the References section of this Report. RELEVANT DRAINAGE CRITERIA C_RITFRIA Applicable design criteria which was utilized in the design and analysis of the proposed Site drainage concepts consists of the City of Wheat Ridge Site Drainage Requirements (the Criteria) and Urban Drainage Flood Control District (UDFCD) - Urban Storm Drainage Criteria Manual (the Manual). HYDROLOGIC DESIGN CRITERIA Hydrologic design criteria utilized to analyze preliminary runoff conditions consists of the Rational Method as approved by the City Criteria. An overview of the Rational Method is outlined below with a brief synopsis of the relevant criteria which was utilized in design calculations. Rational Method Discharge Equation Q = CIA Q = Discharge: Calculated Discharge in Cubic Feet per Second (CFS) C = Runoff Coefficient: Runoff Coefficients were calculated on an individual basin weighted basis utilizing Runoff Coefficients in accordance with Table RO-5 of the Criteria. I = Rainfall Intensity: Rainfall Intensity values were calculated based on individual basin drainage conveyance methods, Time of Concentration and Rainfall Intensity Values in accordance with Figure 5-1 of the Criteria in Inches per Hour (IN/HR). A = Basin Area: Tributary Basin Areas were determined based existing/proposed site drainage characteristics in Acres (AC). WATER QUALITY TREATMENT CRITERIA Water Quality design criteria utilized within the preliminary analysis of the water quality requirements consists of the following criteria as referenced within Volume 3, Section 4.4.2 of the Manual. Water Quality Capture Volume WQ Watershed Inches = a*(0.91i3-1.19i2+.078i) WQCV = (WQCV/12)*(Area) i = Composite Tributary Imperviousness (%) A = Area (AC) a = Drain Time (HR) Applewood Village ODP & Rezoning Concept Drainage Report DETENTION STORAGE AND RELEASE CRITERIA Storage and release rate criteria utilized within preliminary attenuation analysis consists of the empirical storage equations as outlined within Volume 2 of the Manual. An overview of the empirical method is provided below with a brief synopsis of the relevant criteria which was utilized in design calculations. Storage Volume 10 -Year Storage Volume: Vio = kio*AT 100 -Year Storage Volume: Vioo = kioo*AT V = Required Storage Volume in Acre -Feet (AC -FT) K, = Empirical Imperviousness Based Storage Coefficient AT =Tributary Storage Area in Acres (AC) Storage Release 10 -Year Release Rate: Qlo = 0.30 * AT 100 -Year Release Rate: Qioo = 1.00 * AT Q = Regulated Release Rate in Cubic Feet per Second (CFS) AT = Tributary Storage Area in Acres (AC) HISTORIC (EXISTING) DRAINAGE SYSTEM SUB -BASIN AND SITE DRAINAGE Existing runoff patterns for the Site were identified based upon available survey, previous drainage analyses and onsite observation may be further described as follows: NEC of West 32nd Avenue & Youngfield Street (the Retail Site) This portion of the Site currently consists primarily of pervious land with native grasses due to recent razing activities. A smaller portion of this area also consists of existing asphalt, parking, curb and gutter and associated landscape areas. Currently, runoff from these areas either flows offsite to the adjacent street network or is conveyed to existing on-site storm sewer facilities; no provisions for onsite water quality or attenuation are present. Fuel Center (the Fuel Center) This portion of the Site currently consists primarily of an existing but vacant multi -tenant retail building with associated parking, vehicular access and limited landscaping improvements. Currently, runoff from this area is conveyed to existing on-site storm sewer facilities; no provisions for onsite water quality or attenuation are present. PROPOSED (DEVELOPED) DRAINAGE SYSTEM HYDROLOGIC CHARACTERISTICS For the purpose of this Report, we have assumed a composite imperviousness of 90 percent for all disturbed areas. Actual site imperviousness and developed runoff conditions will be calculated with the Site Development Plan and Final Drainage Report and a detailed description of all sub -basins will be included. Applewood Village ODP & Rezoning Concept Drainage Report STORMWATER QUALITY AND DETENTION It is understood based on discussions with the City, this Site classifies as a Major Commercial New Development; and therefore, is subject to the following water quality and storage requirements: • WQCV = Provide the Required Water Quality Capture Volume (WQCV) • 10 -Year = Provide Stormwater Attenuation for the 10 -Year Storm Interval + Full WQCV • 100 -Year = Provide Stormwater Attenuation for the 100 -Year Storm Interval + YZ WQCV As outlined within drainage studies associated with the Site, the Property Owner intends to develop a common stormwater facility to serve the redevelopment of the Retail Site and the Fuel Center. A common water quality and detention basin to be located at the downstream (southeastern) limits of the Center is intended to capture the flows from the approximate 3.0 acre disturbed area and outfall to an existing storm drain located in W. 32nd Avenue. The basin will be sized in accordance with the City's requirements for Major New Commercial Developments described above. A conceptual plan and supporting computations can be found in the Appendix of this Report. Future redevelopment within the ODP area is anticipated. When such redevelopment occurs, it is anticipated the common water quality and detention basin will be updated to accommodate future disturbed areas to the extent practicable or alternate stormwater quality and storage considerations will be mutually identified and agreed upon with the City. CONCLUSION COMPLIANCE WITH APPLICABLE CRITERIA Future site specific development plans as well as associated drainage concepts and facilities are anticipated to be completed in general accordance with the characteristics outlined herein and with procedures accepted by the City of Wheat Ridge and Urban Drainage and Flood Control District criteria. IMPACT OF PROPOSED IMPROVEMENTS Future site specific development plans as well as associated drainage concepts and facilities are not anticipated to adversely affect the existing storm sewer facilities to which they discharge; however, this remains subject to additional review and approval by the City. Applewood Village ODP & Rezoning Concept Drainage Report REFERENCES City of Wheat Ridge Site Drainage Requirements Manual City of Wheat Ridge Public Works, Current Revision May, 2011 Urban Storm Drainage Criteria Manual - Volumes 1-3 Provided by the Urban Drainage and Flood Control District, Current Revision April, 2008. Preliminary Drainage Report—Applewood Village SUP Kimley-Horn and Associates, Inc., Dated November 7th, 2013 Final Drainage Study — Conoco Site Galloway, Romero & Associates, Inc., Dated November, 1989 Final Drainage Analysis—Applewood Village Retail CLC Associates, Inc., Dated November 7th, 1995 APPENDIX A - NRCS SOIL CLASSIFICATION M ,•8T ,8 oSOT Z Z a Z v 005TO6•b 09bTo* Ozt TObb 08ETO0b OKTObb 00£TOV0 � L0 a. M,.8T ,8 oSOT N O i Ct O N � 0 VW Q) f6 (0 iS Tn O. • ._ .. �" � . moi: 3 M c O m N Z .Alt n M K co t,. i� a • 2 < N Q C 'C C N uAk cal' S a Z rn n— �' O Z U) a. Ct 0 v Tn O. o 3 M c O m N Z .Alt n M K co t,. i� X • 2 < N Q C 'C C N O 8 y V L 1 N L ~ c d ID 0 0 C 0.O t6 { o o 4D ` d W Z U M,•££,9 oSOT OI bb 00£TObb �; 1' S a Z O F— C O LL Z a 0 Z /W V W J Ca G C m C O O h N N (L U O C N C U U U U ca - N C U N N C U m N O_ m cu m D m O- a) m N co E m c0 N Y p m E O mN E CL m m Q cum E 3 ..-� O O O C > N a O O N O o, 00 C C C O O Q) E m O m > m E E r `oa2)a C j F - 0 m ~ CO o W N C U o) E m m m c a>-0 E ` m = CD U N p N_ W E a N ItLO T Z U 'o ZU) o a) U m U) a> U a -0 o go m 0 m Z a �H M m C_ o d O L O N w > N m � a) p m U ` N U N m m �p m 4) O- U cm Z m U 6 a) E U N ma N E w ❑ Q 7C 0 _ V O N w0 `� a)s Na i a) 3 co M a) O N C- N 7 CO m d rn O a. ui > O Q. a) L O O M Q C U) N a) -O D Z N E U ,N w 0 m m p o- L ❑ p NM N N y V 0 NU Q L 2 O Zp N Q) CO D O .� U C N 4) p m � C U p m a) r 7 ❑ m p C U N a) a) o- a �_ C 'V m 'O 2 a) 9) 3 E O U CO Q Y C N2 L L 7 N U 'O m u Nc0 .0 N N 00 O -p N m Y > m J 'O U N O_'C L) m N 5 (' > ami zDE a) Q O a,a60m �=0Eo amciN rna) i6 co i6 O C aTim m 7 « O y ca Q m E —U a) E C 14 � o t5a)) o aIn E N O 'o C O O a) (D ._ p O L N Q m m j L O O .a? a) U N> j) d E U U 2 B- o2 u' Q U H U❑ U ItLO T Z U 'o ZU) o a) U m U) a> U a -0 o go m 0 m Z a �H M m C_ ) d O L 3 c `o � N 7 C N O i o C E 1 N = Y N 1 N h .0 S _ o = y m o O a) N Q w w L U E N a L p d i a) 3 co y w o L 00 Q > 3 rn O a. ui > O Q. a) U U O N D Q L a) m E L 3 O N L p T C 3 2 E CL o w N N p L O C ) s a) O o m m m ' o'�a�i c i C }} A 0-0 3 mO L C O.Q N 7 N m CL m 0'O-0 1� 7 � � d N N O'O mm a)EmE O ❑ N H U O ItLO T Z U 'o ZU) o a) U m U) a> U a -0 o go m 0 m Z a �H n m YI > lU T m U r 0 Cn o = y m o o z v a o d E mo cr rr N y a y w o N U U ❑ Z u) O x D N D Q m C 0 Q d © 0 C * Y; C }} A V ` F m m a m w o C O C N c O y O C Im N y O N y a o , d a N d ❑ ❑ J ❑ ❑ ❑ Q d ❑ ❑ d Q �Q a m m U 0 Z mQ a m m U v❑ z mQ a m m C2 °� s❑❑❑❑❑❑❑❑ s oo v o 0 N Q Cn ItLO T Z U 'o ZU) o a) U m U) a> U a -0 o go m 0 m Z a �H Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group Applewood Site Improvements Hydrologic Soil Group— Summary by Map Unit — Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (CO641) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 34 Denver -Urban land C 6.4 67.4% complex, 0 to 2 percent slopes 42 Englewood clay loam, 2 C 0.1 0.9% to 5 percent slopes 80 Leyden-Primen- C 3.0 31.8% Standley cobbly clay loams, 15 to 50 percent slopes Totals for Area of Interest 9.5 100.0% USDA Natural Resources Web Soil Survey 9/10/2014 Conservation Service National Cooperative Soil Survey Page 3 of 5 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Description Applewood Site Improvements Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition usDA Natural Resources Web Soil Survey 9/10/2014 iii Conservation Service National Cooperative Soil Survey Page 4 of 5 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Applewood Site Improvements Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Condition" first groups like attribute values for the components in a map unit. For each group, percent composition is set to the sum of the percent composition of all components participating in that group. These groups now represent "conditions" rather than components. The attribute value associated with the group with the highest cumulative percent composition is returned. If more than one group shares the highest cumulative percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher group value should be returned in the case of a percent composition tie. The result returned by this aggregation method represents the dominant condition throughout the map unit only when no tie has occurred. Component Percent Cutoff. None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Higher The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. usDA Natural Resources Web Soil Survey 9/10/2014 111iiiiiii1W Conservation Service National Cooperative Soil Survey Page 5 of 5 APPENDIX B - FEMA FLOOD PLAIN MAPPING ° I o N U W W C �p « N w rn o m CL 0 OLL 0o mLmo� E°p ° 0 2$$ o 3 8 �zj ALL • •M WO U ° Co m w H o www W� C12 CD 0vdcc d. 5 �•r �r ON O ¢ ?=w Z� Lu a W �-1 ��T7� z oo� o m�° in ?Lu II p w F— F w Q a a a u Z QM (, t o �.,0 r' C E n 4 Q a ta$ MCD W-3 LLL3. m w�EELL «�CQ J L O Z t0 ` aL8 Q W J 0U W Z Q U Q x 3' u Z u A U O J ° LL '� Q Q r1 (� LL O F F o 0 y 0Tg�O -g �ti T n Y CL ? fY ch FE C W >. lit« U Q G W J a r a �dwo ao mma a' i ub�lyd ° mL d a Q O F+-1 O z ¢ n`m c a N« E ° J O ��jy Q w z LL = Fi c E 3 �m °a w c° LL �-'-. 1--I N 4 Z ° ° ELL 0 O m « c ° E 205m Lo N N N N N O F -m 3`o�a U 1S NVBan�d Q J p„ URBAN CT —o > U X W 2 z va O Q ° 2y N 13 Gh 7 VIVIAN CT VIVIAN•_ CT F cq cq lunoo oVOH OkitlM ou 4aVM = M iunoo 133HIS Lu 133!! 1S 1H D I8AA 1H J R1M w Q 1S 1HJ(!iM d 1»noo 0 WRIGHT CT + y X 133HIS Lu Z O N Z M 13381S 01313DNnoA SlIW11 31VHOd Qtloy 301AH3S h1N500 NOSb3J�3f °131JoNnoA w 1 Z Q Iw 1S VINNIZ w Z Z Lz- -Ljn00 tlNNIZ APPENDIX C - COMMON TREATMENT AND STORAGE COMPUTATIONS Yea wu 00[Z-GZZ (Coe) w2 upoo '�"ra M, X11 6 'AaO� 41nu5 7 7NI 53119 WV Mo. -AT". "Wo UJ�H,. a it . � $ a s STNM O/M aNOd Q3SOdOMd SNVld 1N3W3AMAdW1311S 1IV132i OOOM3-lddV u a /j\ q: O W o 0 a � 3 Kimlep) Horn 990 South Broadway - Suite 200 Denver, Colorado 80209 Project: Applewood SUP Prepared By: DBH Project Number: 96060016 Checked By: DMS Date: September 12, 2014 Regional Detention Storage Volume (V=KA Method) Contributing Basin Characteristics Area Impervious (AC) N Site Area = 3.00 90.0% Volume WQCV Impervious (Site) _ a= WQ Watershed Inches (Site) _ WQCV Area (Site) _ WQ Capture Volume (Site) _ \ WQ Design Volume (Site)= UDFCD V3 Fig SQ -2 WQWatershed Inches =a*(0.91i3-1.19i'+.078i) 10 -Year Detention UDFCD V2 Eq. SO -1 V;= K;A UDFCD V2 Eq. SO -4 K10= (0.951-1.90)/(1000) klo = 0.084 10 -Yr Detention Volume = 0.251 AC -FT 10 -Yr Detention Volume 0.25 AC -FT Detention UDFCD V2 Eq. SO -1 V;= K;A UDFCD V2 Eq. SO -3 K100= (1.781-.0021-3.56)/(900) kloo = 0.156 100 -Yr Detention Volume = 0.468 AC -FT 0.47 AC -FT WQ Capture Volume = 0.10 AC -FT 10 -Yr Detention + Water Quality Volume = 0.35 AC -FT 100 -Yr Detention + 1/2 Water Quality Volume = 0.52 AC -FT Storage - 9/12/2014 a6= 0.7 (6 -Hr Drain Time) a12 = 0.8 (12 -Hr Drain Time) a24 = 0.9 (24 -Hr Drain Time) aao = 1.0 (40 -Hr Drain Time) UDFCD Sec. 4.4.2 WQCV = (WQCV/12) *(Area) 90.0% 1.0 0.401 3.00 0.100 AC -FT 0.100 AC -FT 10 -Year Detention UDFCD V2 Eq. SO -1 V;= K;A UDFCD V2 Eq. SO -4 K10= (0.951-1.90)/(1000) klo = 0.084 10 -Yr Detention Volume = 0.251 AC -FT 10 -Yr Detention Volume 0.25 AC -FT Detention UDFCD V2 Eq. SO -1 V;= K;A UDFCD V2 Eq. SO -3 K100= (1.781-.0021-3.56)/(900) kloo = 0.156 100 -Yr Detention Volume = 0.468 AC -FT 0.47 AC -FT WQ Capture Volume = 0.10 AC -FT 10 -Yr Detention + Water Quality Volume = 0.35 AC -FT 100 -Yr Detention + 1/2 Water Quality Volume = 0.52 AC -FT Storage - 9/12/2014 Kimley> Horn 990 South Broadway - Suite 200 Denver, Colorado 80209 Project: Applewood SUP Prepared By: DBH Project Number: 96060016 Checked By: DMS Date: September 12, 2014 Pond Volume (V=KA Method) Standard Design Release Rate UDFCD Table SO -1 10 -Year 100 -Year l� ` AU.OWABIE= 0.30 1.00 CFS/AC AREATRiBurnxv = 3.00 3.00 AC Calculated Site Release Rates 10 -Year 100 -Year 0.110.ABLE= 0.90 3.00 CFS Required Incremental Pond Volume Summary WQCapture Volume 0.10 AC -FT 10 -Yr Detention + Water Quality Volume 0.35 AC -FT E -100 -Yr Detention + 1/2 Water Quality Volume 0.52 AC -FT Volume Summary - 9/12/2014 Stewart title - D Madison Street, Suite 400 Denver, Colorado 80206 Phone: 303-331-0333 Date: April 3, 2014 File Number: 960875 -Revision No. 1 Property Address: Applewood Village Shopping Center, Wheat Ridge, CO 80033 DISTRIBUTION LIST: Regency Centers Attn: Eric Chekal Email: ericchekal(&regencycenters.com ATTACHED PLEASE FIND THE FOLLOWING: Updated Information Only Title Commitment Point Consulting, LLC Attn: Cameron Watson Email: cwatson ,pnt-llc.com THIS REVISION INCLUDES THE FOLLOWING CHANGES: Schedule A: Amend Effective Date Amend vesting for Parcels J and K Schedule B-2: Add Exception 83 WHEN MAKING ESCROW INQUIRIES, PLEASE CONTACT: WHEN MAKING TITLE INQUIRIES, PLEASE CONTACT: Title Only Lynda Rosamond Phone: 303-780-4012 Email Address: lvnda.rosamond(&stewart.com ALTA Commitment (6/17/06) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by [::�stewart title guaranty company Stewart Title Guaranty Company, a Texas Corporation ("Company'), for a 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 this 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. This commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. Countersigned: A A-4, 0, AA A.F%� Guth razed ountersignature Stewart Title 55 Madison Street, Suite 400 Denver, Colorado 80206 Phone: 303-331-0333 [1_�stewart title guaranty company 13 ••3� 0.v R'4l�„9y< 1 9 0 8 r Senior Chairman of the Board Chairman of the Board File Number: 960875 -Revision No. 1 ALTA Commitment (6/17/06) COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1. Effective Date: March 31, 2014, at 5:30 PM 2. Policy or Policies To Be Issued: Information Only Title Commitment File Number: 960875 -Revision No. 1 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the referenced estate or interest in said land is at the effective date hereof vested in: See Attached Vesting 5. The land referred to in this Commitment is described as follows: See Attached Legal Description Purported Address: Statement of Charges: Applewood Village Shopping Center These charges are due and payable before a Policy can be issued: Wheat Ridge, Colorado 80033 Commercial Rate: To Be Determined Commitment $500.00 Fee**: (Schedule Nos. 422294; 211468; 189701; 109900; 73632;422296;068217;109904;176823;211469; 214039 and 214036) ** Will be applied to premium if policy issued. SCHEDULE A TITLE VESTED IN U.S. Retail Partners, LLC, a Delaware limited liability company, formerly known as BPP Retail, LLC, a Delaware limited liability company, as to Parcels A and B; U.S. Retail Partners, LLC, a Delaware limited liability company, as to Parcels G and H; Showme Mountain Investors, LLC, a Missouri limited liability company, as to Parcels C and D; Wells Fargo Bank, National Association, successor by merger and name changes of Goldenbank Applewood, a Colorado state banking corporation, as to Parcels E and F; ACO, Inc., a Colorado corporation, successor by merger of Metroland, Incorporated, a Colorado corporation, as to Parcel I; U.S. Retail Partners, LLC, a Delaware limited liability company, as to Parcels J and K SCHEDULE A LEGAL DESCRIPTION Parcel A: Lot 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, County of Jefferson, State of Colorado EXCEPT that portion conveyed by Bargain and Sale Deed, recorded October 6, 2008, at Reception No. 2008093175. Parcel B: That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the 6th Principal Meridian, described as: COMMENCING at the point of intersection of the East right-of-way of Youngfield Street and the South line of the Northwest quarter of Section 29, whence the West quarter corner of said Section bears South 89°31'42" West, 1382.42 feet and the Southwest corner of the Southeast quarter of said Northwest quarter bears South 89°31'42" West 60.00 feet; running thence North 00°51'48" West, parallel with the West line of said Southeast quarter of the Northwest quarter and along the East right-of-way line of Youngfield Street, 180.00 feet to the TRUE POINT OF BEGINNING; thence continuing along said East right-of-way line, North 00°51'48" West, 274.32 feet; thence leaving said East right-of-way line North 89°31'42" East, parallel to the South line of said Northwest quarter, 140.00 feet; thence North 00°51'48" West, parallel with said East right-of-way line, 175.68 feet; thence North 89°31'42" East, 150.00 feet; thence South 00°51'48" East, parallel with said East right-of- way line, 450.00 feet; thence South 89°31'42" West, parallel with the South line of said Northwest quarter, 290.00 feet, more or less, to the TRUE POINT OF BEGINNING, County of Jefferson, State of Colorado PARCEL C: That part of the Northeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the 6a' Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, described as follows: BEGINNING at a point 25 feet North of the South line of the Northeast quarter of the Northwest quarter of said Section 29, and 60 feet East of the West line of the Northeast quarter of the Northwest quarter of said Section 29; thence Easterly parallel to the South line of the Northeast quarter of the Northwest quarter of said Section 29, a distance of 150 feet; thence Northerly parallel to the West line of the Northeast quarter of the Northwest quarter of said Section 29, a distance of 175 feet; thence Westerly parallel to the South line of the Northeast quarter of the Northwest quarter of said Section 29, a distance of 150 feet; thence Southerly parallel to the West line of the Northeast quarter of the Northwest quarter of said Section 29, a distance of 175 feet to the POINT OF BEGINNING, County of Jefferson, State of Colorado PARCEL D: The South 25 feet of the East 150 feet of the West 210 feet of the Northeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the 6a' Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado PARCEL E: A tract of land in the SE % of the NW '/ of Section 29, Township 3 South, Range 69 West of the 60, Principal Meridian, Jefferson County Colorado, described as follows: BEGINNING at a point which is 60.00 feet East of the West line of the SE % of the NW '/ of said Section 29, and 454.32 feet North of the South line of the SE '/ of the NW '/ of said Section 29; thence North 89°31.2' East a distance of 140.00 feet; thence North 00°51.8' West a distance of 200.00 feet; thence South 89°31.2' West a distance of 140.00 feet; thence South 00°51.8' East a distance of 200.00 feet to the POINT OF BEGINNING; and, A tract of land in the SE '/ of the NW '/ of Section 29, Township 3 South, Range 69 West of the 6,h Principal Meridian, Jefferson County, Colorado, described as follows: BEGINNING at a point which is 60 feet East of the West line of the SE '/ of the NW % of said Section 29, and 530 feet North of the South line of the SE % of the NE % of said Section 29; thence North 00°51.8' West a distance of 124.32 feet; thence South 89°31.2' West a distance of 10 feet; thence South 00°51.8' East, a distance of 124.32 feet; thence North 89°31.2' East, a distance of 10 feet to the POINT OF BEGINNING, County of Jefferson, State of Colorado PARCEL F: Lots 23 and 24, Block 1, Applewood Village, County of Jefferson, State of Colorado EXCEPT the Northerly 5 feet of said Lots; and EXCEPTING that portion of Lots 23 and 24 conveyed to Longs Peak Metropolitan District by Special Warranty Deed recorded April 3, 2008 at Reception No. 2008031587. PARCEL G: Lot 2, Applewood Village Shopping Center Subdivision, County of Jefferson, State of Colorado PARCEL H: Lots 19 and 20, Block 1, Applewood Village, County of Jefferson, State of Colorado PARCEL I: The North 5 feet of Lots 23 and 24, Block 1, Applewood Village, County of Jefferson, State of Colorado PARCEL J: A tract or parcel of land No. A300 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That portion of the South 530 feet of the West 610 feet of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West, County of Jefferson, State of Colorado, described as: BEGINNING at a point on the Northeast corner of the intersection of West 32nd Avenue and Youngfield Street, thence East along the North line of West 32nd Avenue, a distance of 140.00 feet; thence North at 89 degrees 37 minutes, a distance of 150.00 feet; thence West at 90 degrees 23 minutes, a distance of 140.00 feet; thence South at 89 degrees 27 minutes, a distance of 150.00 feet to the POINT OF BEGINNING. EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge by deed recorded February 15, 1990 at Reception No. 90013512. FURTHER EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by deed recorded October 26, 2011 at Reception No. 2011096812. PARCEL K: A tract or parcel of land No. A301 of the Department of Transportation, State of Colorado, Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows: That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, described as follows: BEGINNING at a point 200 feet East of the West line of the Southeast quarter of the Northwest quarter of said Section 29, and 30 feet North of the South line of the Northwest quarter of said Section; thence North 0°51.8' West and parallel with the West line of the Southeast quarter of the Northwest quarter of said Section, a distance of 150 feet; thence North 89° 31.2' East and parallel with the South line of the Northwest quarter of said Section, 150 feet; thence South 0° 51.8' East, a distance of 150 feet; thence South 89° 31.2' West 150 feet to the POINT OF BEGINNING. EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by deed recorded October 26, 2011 at Reception No 2011096840. NOTE: Said Parcels J and K are also known as: A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, being more particularly described as follows: COMMENCING at the Southwest corner of the said Southeast quarter of the Northwest quarter of Section 29 from whence the center of Section 29 bears N 89❑ 31' 42" E, a distance of 1322.42 feet with all bearings herein relative thereto; Thence N 000 51' 48" W along the West line of the said Southeast quarter of the Northwest quarter of Section 29, a distance of 180.00 feet; Thence N 89° 31' 42" E, a distance of 60.00 feet to the POINT OF BEGINNING, said point being on the East right-of-way for Youngfield Street; Thence N 89° 31' 42" E, a distance of 289.91 feet to a point on the Westerly boundary of Lot 1, Applewood Village Shopping Center Subdivision recorded at Reception No. F0193712 in the office of the Clerk and Recorder for Jefferson County; Thence S 00° 51' 48" E along said West line, a distance of 121.00 feet to a point on the North right-of-way for W. 32nd Ave.; Thence the following two courses along said North right-of-way; S 89° 3 P 42", a distance of 250.68 feet to a point of tangent curvature; Along the arc of a 39.50 foot radius curve to the right through an angle of 89° 36' 53", an are distance of 61.78 feet having a chord that bears N 45° 39' 51" W, a distance of 55.67 feet to a point on the said East right-of-way for Youngfield Street; Thence N 00° 51' 48" W along said right-of-way, a distance of 81.76 feet to the POINT OF BEGINNING; County of Jefferson, State of Colorado COMMITMENT FOR TITLE INSURANCE SCHEDULE B — Section 1 REQUIREMENTS File Number: 960875 -Revision No. 1 The following are the requirements to be complied with: Payment to or for the account of the grantor(s) or mortgagor(s) of the full consideration for the estate or interest to be insured. 2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. NOTE: This product is for informational purposes only. It is not a title insurance product and does not provide any form of coverage. This product is not a guarantee or assurance and does not warrant, or otherwise insure any condition, fact or circumstance. This product does not obligate this Company to issue any policies of title insurance for any subsequent transaction based on the information provided or involving the property described herein. The limit of liability of Stewart Title Company for any causes of action directly or indirectly related to the search service shall be, in the total amount, limited to the charge paid under this agreement, $500.00, or $2,000, whichever is greater. COMMITMENT FOR TITLE INSURANCE SCHEDULE B — Section 2 EXCEPTIONS File Number: 960875 -Revision No. 1 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the land and not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. 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 of record for value the estate or interest or mortgage thereon covered by this commitment. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof, (c) minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records or listed in Schedule B. 7. Water rights, claims or title to water. 8. Any and all unpaid taxes and assessments and any unredeemed tax sales. 9. Ditch and ditch rights as evidenced by Quit -Claim Deed recorded May 10, 1880 in Book 9 at Page 268. NOTE: The Company makes no representation as to the present ownership of any such interests. There may be leases, grants, exceptions or reservations of interests that are not listed. 10. Right -of -Way Agreement, with the City and County of Denver, recorded March 20, 1936, in Book 379 at Page 68. 11. Right of Way Agreement to the City and County of Denver acting by through and for the use of its Board of Water Commissioners recorded March 26, 1951, in Book 712 at Page 339. 12. Reservation of easement contained in Deed recorded March 22, 1956, in Book 985 at Page 343. 13. Declaration of Protective and Restrictive Covenants on Block 1, 2 and 4 in Applewood Village, County of Jefferson, State of Colorado recorded June 18, 1959 in Book 1201 at Page 323. 14. Easements, notes, covenants, restrictions and rights-of-way as shown on the Plat of Applewood Village, recorded June 22, 1959 at Reception No. 763416 Plat Book 19 at Page 63. NOTE: Certified Copy of Resolution recorded March 12, 1968 in Book 2003 at Page 554. NOTE: Quitclaim Deed recorded September 27, 1968 in Book 2051 at Page 221. 15. Easement granted to The Mountain States Telephone and Telegraph Company by instrument recorded January 29, 1960 in Book 1250 at Page 382. 16. Easement granted to The Mountain States Telephone and Telegraph Company by instrument recorded January 29, 1960 in Book 1250 at Page 384. 17. Easement, granted to Northwest Lakewood Sanitation District, recorded August 23, 1960, in Book 1297 at Page 351. 18. Easement, granted to Northwest Lakewood Sanitation District, recorded August 23, 1960, in Book 1297 at Pam. 19. Reservation of oil, gas, and other minerals contained in Warranty Deed recorded September 24, 1962 in Book 1524 at Page 64. NOTE: The Company makes no representation as to the present ownership of any such interests. There may be leases, grants, exceptions or reservations of interests that are not listed. 20. Easement, granted to Public Service Company of Colorado, recorded October 30, 1963, in Book 1652 at Page 38. 21. Easement, granted to Public Service Company of Colorado, recorded March 17, 1964, in Book 1690 at Page 580. 22. Easement, granted to Public Service Company of Colorado, recorded December 31, 1964, in Book 1768 at Page 164. 23. Easements contained in Warranty Deed recorded February 19, 1965 in Book 1778 at Page 278. 24. Sanitary Sewer Easement, granted to Westridge Sanitation District, recorded November 5, 1965, in Book 1832 at Page 558. 25. Easement, granted to Public Service Company of Colorado, recorded June 8, 1966, in Book 1877 at Page 157. 26. Reservation of easements contained in Resolution recorded January 9, 1967, in Book 1916 at Page 458. 27. General Public Utilities Easement recorded February 26, 1968 in Book 1999 at Page 786. 28. Drawing of subject property showing concrete irrigation conduits crossing subject property, attached to Agreement recorded June 24, 1971 in Book 2272 at Page 148. 29. Order of Consolidation, regarding Wheat Ridge Fire Protection District, recorded October 7, 1971, in Book 2305, at Page 895. 30. Utility Easement, granted to Public Service Company of Colorado, recorded October 21, 1971, in Book 2309, at Page 906. 31. Declaration of Covenants and Agreements recorded July 27, 1972 in Book 2403 at Page 294. 32. Right -of -Way Agreement with Consolidated Mutual Water Company, recorded October 31, 1972, in Book 2440, at Page 840. 33. Right -of -Way Easement, granted to Mountain States Telephone and Telegraph Company, recorded November 24, 1972, in Book 2449, at Page 154. 34. Utility Easement, granted to Public Service Company of Colorado, recorded December 1, 1972, in Book 2451, at Page 672. 35. Utility Easement, granted to Public Service Company of Colorado, recorded December 29, 1972, in Book 2459, at Page 862. 36. Covenants and Restrictions Respecting Unified Ownership of Property recorded May 12, 1975, in Book 2728, at Page 300. 37. Utility Easement, granted to Public Service Company of Colorado, recorded July 3, 1975, in Book 2745 at Page 737. 38. Right -of -Way Agreement granted to The Mountain States Telephone and Telegraph Company, a Colorado corporation recorded October 1, 1975 in Book 2775 at Page 119. 39. Lease to The Bank of Applewood, disclosed by Notice of Ground Lease, recorded August 27, 1976, in Book 2895 at Page 308. 40. Applewood Village Development Plan Agreement recorded August 30, 1976, in Book 2896 at Page 160. 41. Utility Easement, granted to Public Service Company of Colorado, recorded September 17, 1976, in Book 2904 at Page 162. 42. Covenants and Restrictions Respecting Unified Ownership of Property recorded November 12, 1976 in Book 2926 at Page 630. 43. Official Development Plan for Applewood Village Shopping Center recorded August 19, 1977, at Reception No. 909490, and recorded December 28, 1977, at Reception No. 949552. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan, recorded November 18, 1982, at Reception No. 82081092. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan recorded October 22, 1984, at Reception No. 84099038. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan recorded September 11, 1986, at Reception No. 86108656. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan — Official Development Plan, Amendment #5, Phase 1, recorded September 2, 1994, at Reception No. 94145758. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan — Official Development Plan, Amendment #6, recorded September 22, 1995, at Reception No. F0119560. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Amended Final Plan, recorded February 14, 2005, at Reception No. F2172791. NOTE: Applewood Village Shopping Center — Planned Commercial Development — Final Development Plan —Amendment #8, recorded December 30, 2010 at Reception No. 2010119958. 44. Utility Easement, granted to Public Service Company of Colorado, recorded May 31, 1978 at Reception No. 78048312. 45. Utility Easement, granted to Public Service Company of Colorado, recorded October 25, 1978 at Reception No. 78098329. 46. Indenture, with Northwest Lakewood Sanitation District, recorded October 7, 1985 at Reception No. 85096474. 47. Public Service Company of Colorado Utility Easement recorded June 13, 1986 at Reception No. 86064188. 48. Public Service Company of Colorado Utility Easement recorded June 13, 1986 at Reception No. 86064191. 49. Public Service Company of Colorado Utility Easement recorded July 22, 1986 at Reception No. 85982220 50. Public Service Company of Colorado Utility Easement recorded June 13, 1988 at Reception No. 86064191. 51. Lease to Wal-Mart Stores, Inc., disclosed by Short Form Lease recorded November 18, 1987 at Reception No. 87140164. 52. Lease to Dillon Companies, Inc., d/b/a King Soopers, disclosed by Memorandum of Lease Agreement recorded October 19, 1988 at Reception No. 88102321. 53. Lease to Chili's, Inc., disclosed by Memorandum of Lease, recorded April 17, 1989 at Reception No. 89032473. 54. Permanent Easement, granted to the City of Wheat Ridge, recorded July 19, 1989 at Reception No. 89061577. 55. Permanent Easement, granted to the City of Wheat Ridge, recorded July 19, 1989 at Reception No. 89061578. 56. Permanent Easement, granted to the City of Wheat Ridge, recorded November 29, 1989 at Reception No. 89101624. 57. Memorandum of Lease recorded December 26, 1989 at Reception No. 89111291. 58. Right of Way Agreement with Consolidated Mutual Water Company, recorded February 27, 1990 at Reception No. 90016474. 59. Right of Way Agreement with Consolidated Mutual Water Company, recorded February 27, 1990, at Reception No. 90016475. 60. Right of Way Agreement with Consolidated Mutual Water Company, recorded February 27, 1990, at Reception No. 90016476. 61. Construction Agreement, with Consolidated Mutual Water Company, recorded February 27, 1990, at Reception No. 90016477. 62. Public Service Company of Colorado Utility Easement recorded March 14, 1990, at Reception No. 90020962. 63. Fire Line Agreement with Consolidated Mutual Water Company, recorded April 23, 1990, at Reception No. 90032752. 64. Public Service Company of Colorado Utility Easement recoded February 5, 1991, at Reception No. 91010272. 65. City of Wheat Ridge, Colorado Horizontal and Vertical Control Base Map recorded February 12, 1992 at Reception No. 92015075. 66. Fire Line Agreement with Consolidated Mutual Water Company, recorded September 18, 1992, at Reception No. 92116833. 67. Memorandum of Lease recorded August 9, 1993 at Reception No. 93119764. 68. ALTA/ACSM Land Title Survey recorded October 27, 1993 at Reception No. 93174464. 69. Easement Agreement with the City and County of Denver, recorded November 10, 1993, at Reception No. 93186124. 70. Fire Line Agreement with Consolidated Mutual Water Company, recorded August 30, 1995, at Reception No. F0108078. 71. Fire Line Agreement with Consolidated Mutual Water Company, recorded August 30, 1995, at Reception No. F0108079. 72. Easement Agreement with Consolidated Mutual Water Company, recorded February 8, 1996, at Reception No. F0183243. 73. Construction Agreement, with Consolidated Mutual Water Company, recorded March 1, 1996, at Reception No. F0193344. 74. Easements, notes, covenants, restrictions and rights-of-way as set forth on the Plat of Applewood Village Shopping Center Subdivision, recorded March 1, 1996, at Reception No. F0193712. 75. Terms, provisions, conditions and obligations of Reciprocal Easement and Unified Control Agreement recorded March 1, 1996, at Reception No. F0193714. 76. Public Service Company of Colorado Easement recorded February 6, 2009 at Reception No. 2009010920. 77. Memorandum of Lease recorded January 14, 2009 at Reception No. 2009003153. 78. Memorandum of Lease by and between U S Retail Partners, LLC, a Delaware limited liability company, Landlord and Wells Fargo Bank, National Association, a national banking association, Tenant, recorded February 28, 2011 at Reception No. 2011021154. 79. Notice of Perpetual Statutory Lien of Northwest Lakewood Sanitation District, in the amount of $1,380.00, recorded August 12, 2011, Reception No. 2011073711. 80. License Agreement recorded November 29, 2012 at Reception No. 2012128282. 81. Notice of Lien recorded October 31, 2013 at Reception No. 2013130331. 82. Existing leases and tenancies. 83. Easement as reserved in Deed recorded November 4, 1966 in Book 1906 at Page 652. 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 acquired 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 or 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 this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less 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 www.alta.or . s 19 rt tituarant company n Y All notices required to be given the Company and any statement in writing required to be furnished the Company shall be. addressed to it at P.O. Box 2029, Houston, Texas 77252. Stewart Title MINERAL DISCLOSURE To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: (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. 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C�� W 1 A iY N • Y I t_ w J• w w w •� • Q�_ ,. � « I 1 �7 lB ♦< eL� - -arrw-,rttoc, !_ S363V H11069 31:rA Q Y X'_ 1� v 1 E \Z `t F ' o' 3 e^ ah City of ]0;rWheatRLijdgc 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 _King Soopers Inc. Atten: Mike Scheckel Address 65 Tejon Street Phone 303-778-2766 I City—Denver State—Colorado Zip_80223 e-mail: mike.scheckelc@kingsoopers.cwm U.S. Regency Centers Atten: Edc Clieekai 8480 East Orchard Rd. Suite 6900 303-300-5335 Owner Address Phone_ City—Greenwood Village State Colorado —Zip -80111 e-mail: EricChekai@RegencyCenters.com Contact Galloway Inc, Atten: Matthew Duhaime Address 5300 DTC Parkway Suite 100 Phone 303-770-8884 City -Greenwood Village State Colorado Zip 80111 _e-mail: mattduhaime@gailowayus.com (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.) Address to be determined. Location is 720' east of Youngfield St. along 32nd Ave. and 200' Location of request (address): north in the Applewood shopping center. 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 0 Change of zone or zone conditions 0 Special Use Permit 0 Subdivision: Minor (5 lots or less) 0 Consolidation Plat O Conditional Use Permit 0 Subdivision: Major (More than 5 lots) 0 Flood Plain Special Exception IX Site Plan approval 0 Temporary Use, Building, Sign 0 Lot Line Adjustment Cl Concept Plan approval 0 Variance/Waiver (from Section } O Planned Building Group 0 Right of Way Vacation 0 Other: Detailed description of request:_Site Plan Approval for a 9 dispensor fueling facility with a 180 sq. ft, kiosk and 6,880 sq. ft. canopy, curb and gutter, pavement and landscaping. -Site is part of a ODP and rezoning by seperate submitals by Regency Centers Required information: Assessors Parcel Number: 39-292-11-021 & 020 Size of Lot (acres or square footage): 1.26 acres Current Zoning:—PCD & RC Proposed Zoning:_ -64 oR? Pe -33 Current Use: Commercial - retail and office Proposed Use: fuel sales (Gas Station) Signature of Owner Ccli-'It'�I' .t N •C -M �r.;._, -Sz ,P.. t2.c.-, Cts..ne�� To be filled out by staff: Date received Camp Plan Design.__ Related Case No. Fee $ Receipt No. Pre -App Mtg. Date Case No, Quarter Section Map. Case Manager- RFC'0 OCT 2 O 2014 City of ]��Wh6atRiAc 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 King Soopers Inc. Atten: Mike Scheckel Address 65 Tejon Street City_ Denver State_ Colorado Owner Regency Centers Atten: Eric Checkal City—Greenwood Village Phone 303-778-2766 Zip_80223 e-mail: mike.scheckel@kingsoopers.com Address 8480 East Orchard Rd. Suite 6900 Phone 303-300-5335 State Colorado Zip_80111 e-mail: EricChekal@RegencyCenters.com Galloway Inc. Atten: Matthew Duhaime 5300 DTC Parkway Suite 100 Phone 303-770-8884 Contact Y Address Y City _Greenwood Village State Colorado Zip_80111 _e-mail: mattduhaime@gallowayus.com (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.) Address to be determined. Location is 720' east of Youngfield St. along 32nd Ave. and 200' Location of request (address): north in the Applewood shopping center. 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. O Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less) O Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots) O Flood Plain Special Exception IX 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: -Site Plan Approval for a 9 dispensor fueling facility with a 180 sq. ft. kiosk and 6,880 sq. ft. canopy, curb and gutter, pavement and landscaping. Site is part of a ODP and rezoning by seperate submitals by Regency Centers Required information: Assessors Parcel Number: 39-292-11-021 & 020 Size of Lot (acres or square footage): 1.5 acres Current Zoning: _PCD & RC Proposed Zoning:_ PCD Current Use: Commercial - retail and office Proposed Use: Fuel sales (Gas Station) Icertify that the information and -exhibits herewith submitted are true and correct to the best of my knotivledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished Applicants other than owners must submit power -of- ttornwhich a rov o his action on his behalf Notarized Signature of Applicant State of Colorado County of ss _ MARILEE K. SCHWULST The foregoing instrument (Land Use Processing Application) was acknowledged NOTARY PUBLIC by me this % day of �, 20 by ��c �_ k { c �e e- STATE OF COLORADO C- � �- � T NOTARY fD 19934012937 MY COIv14 SSION EXPIRES SEPTEMBER 27, 2017 Notary Public My commission expires ?/;P --7/2o/7 To be filled out by staff: j Date received I0 1 LL Fee $Receipt NoCW 066 Case No. �2-'�� L Comp Plan Design. Zoning Quarter Section MaR NW Related Case No. Pre -App Mtg. Date Case Manager W 4124[1'' Case No. WZ1414 ,Date Received 10/23/2014 Related Cases Case Planner Case DescriDtionSnaci iic flevelaoment Plan AppsGi " lokmabiow Cvr, fact /nzharmalrmr . _._ .. Name Galloway i(303) Inc. Name Attn Matthew Duhaime Phone 770-8884 __. _ Address 5300 DTC Parkway Suite 100 City Greenwood Village State CO Zip 80111• Pr�iect /n/nnrmahvia Address 12525 Street Location Description Wheat Ridge 1State 'CO Zip 80033 _ .._ j Project Name i Qtr Section: NW29 ? District No III iievie�ar Pre -App Date ! Neighborhood Meeting Date App No Review Type Review Body Review Date Disposition Comments Report + Public Hearing _....._.__ . -PC _. .__._... '__.____ ___._.__ .... __. ,First Reading CC Public Hearing;CC .. _ _ ........_ ............._..... ..... ... _ ...__ City of Wheat Ridge 10/27/2014 11:6.3 CDFA ZONING APPLICATION FEES CDA010661 AMOUNT FMSD ZONING APPLICATION FEES 1,136.66 FMSD ZONING MISCELLANEOUS FEE 120.66 PAYMENT RECEIVED AMOUNT CHECK: 41116 11250,00 TOTAL 1"250.66 ------------------------------ Notes j I Status Open Storage /1-52-6- u>. 37,x -(Ave un OCT 2 O 2014 City of ](frWh6atR,Ldge 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 King Soopers Inc. Atten: Mike Scheckel Address 65 Tejon Street Phone 303-778-2766 City_Denver State—Colorado Zip_80223 e-mail: mike.scheckel@kingsoopers.com Owner Regency Centers Atten: Eric Checkal City_Greenwood Village Address 8480 East Orchard Rd. Suite 6900 phone 303-300-5335 State—Colorado Zip_80111 e-mail: EricChekal@RegencyCenters.cc Contact Galloway Inc. Atten: Matthew Duhaime Address 5300 DTC Parkway Suite 100 Phone 303-770-8884 City_Greenwood Village State Colorado . Zip_80111 e-mail: mattduhaime@gallowayus.com (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.) Address to be determined. Location is 720' east of Youngfield St. along 32nd Ave. and 200' Location of request (address): north in the Applewood shopping center. 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. ❑ Change of zone or zone conditions ❑ Special Use Permit ❑ Subdivision: Minor (5 lots or less) ❑ Consolidation Plat ❑ Conditional Use Permit ❑ Subdivision: Major (More than 5 lots) ❑ Flood Plain Special Exception IX Site Plan approval ❑ Temporary Use, Building, Sign ❑ Lot Line Adjustment ❑ Concept Plan approval ❑ Variance/Waiver (from Section ) ❑ Planned Building Group ❑ Right of Way Vacation 173 Other: Detailed description of request:_Site Plan Approval for a 9 dispensor fueling facility with a 180 sq. ft. kiosk and 6,880 sq. ft. canopy, curb and gutter, pavement and landscaping. Site is part of a ODP and rezoning by seperate submitals by Regency Centers Required information: Assessors Parcel Number: 39-292-11-021 & 020 Size of Lot (acres or square footage): 1.5 acres Current Zoning: _PCD & RC Proposed Zoning: PCD Current Use: Commercial - retail and office Proposed Use: Fuel sales (Gas Station) I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the lntowledge and consent of those persons listed above, without whose consent the requested action cannot lawfidly be accomplished Applicants other than owners must Submit power -of ttorne :ptti which a T•ov of his action on his behalf. Notarized Signature of Applicant State of Colorado } ss County of _ The foregoing instrument (Land Use Processing Application) was acknowledged EMARILEE K. SCHWULST NOTARY PUBLIC by me this ' 7 day of ( 20_/ by �yyl ; Jc t ��� e c a!G e STA T E OF COLORADO NOTARY {D 19934012937 MY CONIMISSION EXPIRES SEPTEMBER 2, 2017 Notary Public My commission expires 7 To be filled out by taff: Date received N 1T Comp Plan Design. Related Case No. Fee S Receipt No. Case No. Zoning Quarter Section Map NWA�l Pre-App;vitg. Date Case Manager .� � Case No.WA1505 Date Received Case DescriptiorVanance to the 0'to 20' build to line .pp& -e f JrJmmabm 4l30/2015� Related Cases WZ1414 ! Case Planner Reckert ....... ................. Name King Soopers Inc. Name Mike Scheckel Phone ;(303) 778.2766 _.._ -------------- _ _ __.--_ _. '-- Address :65 Tejon St City Denver State CO Zip y80223- ��rerJirfavmafriavr ,__._. -_ .-._...•..._.._..w...•. -_ ____• _ Name Regency Centers Name g y Eric Checkal Phone ;(303) 300-5335 .............................. Address 0480 East Orchard Rd, Suite 6900 City ;Greenwood Village i State CO Zip ;80111- __ , .... Ce.rfacf J�lcnv�afiavr Name Gallok-�ay Inc Name Martthew Duhaime Phone I(303) 770 888d � Address '5300 DTC Parkway Suite 100 City Greenwood Village State CO zip `80111 _._.. .. Prvfecf 1z1mrma ; n ....... Address 112525 Street W 32nd Ave. 'City ,Wheat Ridge StateCO !, Zip 80033 _.._. . Location Description Project Name .... ................................... Parcel No Qtr Section District No Parcel No. 139 292 11 021 Qtr Section: NW29 District No.: III ............... ..._ %i`�YIL FYS Pre -App Date 412412014'' Neighborhood Meeting Date Review Type Review Body Review Date Disposition pp No: APP142 Comments Hearing .1. Report e