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HomeMy WebLinkAbout06/20/19I City of WheatP,idge PLANNING COMMISSION AGENDA June 20, 2019 Notice is hereby given of a Public Meeting to be held before the City of Wheat Ridge Planning Commission on June 20, 2019 at 7:00 p.m., in the City Council Chambers of the Municipal Building, 7500 West 29th Avenue, Wheat Ridge, Colorado. *Agendapackets and minutes are available online athttp://www.ci.wheatridge.co.usl95/Plarming- Commission 1. CALL THE MEETING TO ORDER 2. ROLL CALL OF MEMBERS 3. PLEDGE OF ALLEGIANCE 4. APPROVE THE ORDER OF THE AGENDA (Items of new and old business may be recommended for placement on the agenda.) 5. APPROVAL OF MINUTES—June 6, 2019 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda. Public comments may be limited to 3 minutes.) 7. PUBLIC HEARING A. Case No. WZ-18-19: An application filed by Creekside Homes for approval of a Specific Development Plan for 26 townhomes for property zoned Planned Residential Development (PRD) and located at 4440 Tabor Street. B. Case No. WS -18-03: An application filed by Creekside Homes for approval of amajor subdivision for property zoned Planned Residential Development (PRD) and located at 4440 Tabor Street. 8. OLD BUSINESS 9. NEW BUSINESS 10. ADJOURNMENT Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Sara Spaulding Public Information Officer at 303-235-2877 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. City of i�9r WheatMidge PLANNING COMMISSION Minutes of Meeting June 6, 2019 1. CALL THE MEETING TO ORDER The meeting was called to order by Vice Chair LARSON at 7:01 p.m. in the City Council Chambers of the Municipal Building, 7500 West 29"' Avenue, Wheat Ridge, Colorado. 2. ROLL CALL OF MEMBERS Commission Members Present: Melissa Antol Will Kerns Daniel Larson Janet Leo Richard Peterson Jahi Simbai Vivian Vos Commission Members Absent: Scott Ohm Staff Members Present: Stephanie Stevens, Senior Planner Scott Cutler, Planner 11 Dave Brossman, Development Review Engineer Tammy Odean, Recording Secretary 3. PLEDGE OF ALLEGIANCE 4. APPROVE ORDER OF THE AGENDA It was moved by Commissioner PETERSON and seconded by Commissioner LEO to approve the order of the agenda. Motion carried 7-0. 5. APPROVAL OF MINUTES — May 16, 2019 It was moved by Commissioner SIMBAI and seconded by Commissioner ANTOL to approve the minutes of May 16, 2019, as written. Motion carried 7-0. 6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) Planning Commission Minutes 1 — June 6, 2019 No one wished to speak at this time. PUBLIC HEARING A. Case No. WS -19-02: an application filed by John Roach for approval of an 8 -lot major subdivision for property zoned Mixed Use -Neighborhood (MU -N) located at 10191 West 38ffi Avenue. Mr. Cutler gave a short presentation regarding the major subdivision and the application. He entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. He stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner PETERSON asked to have Conditions 2 & 3 of the suggested motion explained and if Staff looks at certain standards. Mr. Cutler explained that the Subdivision Improvement Agreement (SIA) gets signed after the plat has been approved by City Council and obligates the developer to construct the public improvements such as sidewalk along 381' Avenue as well as onsite improvements. He then explained that the lot sale restriction covenant agreement is required by the City for any townhome development and that is an assurance that certain things like a drive access to the lots will be built. Finally he explained that the HOA Covenants is specific to sites to ensure common maintenance areas such as the driveway and drainage area will be maintained. Commissioner Peterson also asked what the orientation of the duplexes will be. Mr. Cutler said one building will be on lots 1 & 3, lots 2 & 4, lots 5 & 7 and lots 6 & 8, totaling 4 buildings. Commissioner SIMBAI asked if parking will be looked at in this subdivision case. Mr. Cutler answered no that will be a part of the Site Plan. Commissioner VOS wanted confirmed that there was public noticing for this case. Mr. Cutler said that Public Hearing signs were posted and neighbors within a 30011. radius were notified by a mailing. Commissioner VOS wanted the 3`d paragraph of page 3 in the Staff Report explained. Mr. Brossman said there will be a project on the east side of Kipling to Lena Gulch. He explained Public Works is currently designing that particular area and because this property falls within that project the City will be taking fees in lieu of Planning Commission Minutes -2— June 2— June 6, 2019 some of the required infrastructure for the right-of-way (ROW) improvements because the City is going to be constructing this project as a whole instead of in pieces so there will continuity from beginning to end; the City is still in the design phase currently. Commissioner VOS asked what is being designed for this project. Mr. Brossman explained the City is trying to fix the traffic situation at east bound 38u' Avenue to north bound Kipling Street by adding extra turn lanes which means the infrastructure needs to be completed to the west. Commissioner VOS asked why there is no pAA aon this site. Mr. Cutler explained that the site is a little under half an acre and adjacent to the Recreation Center. Commissioner LEO asked about the easement on Lot 7 being released. Mr. Brossman explained that the drainage way easement was wider than it needed to be. Lena Gulch was rechanneled in the late 1980's, meaning the channel became smaller, but the easement stayed the same. He said that during discussions with the current Flood Plain Administrator in Public Works it was decided the easement could be reduced to make the land more useable. Commissioner KERNS asked if the size of the sidewalk. Mr. Brossman said there will be a 611. detached sidewalk with a 611. tree lawn with an additional 411. of ROW. Commissioner ANTOL asked if the Eft. sidewalk is standard for this area or if it should be 811. Mr. Brossman said the standards are different for the different corridors and 611. is standard for this corridor. Jan Rose, Resident 10221 West 38" Avenue Ms. Rose explained she is the resident to the west of this subdivision and her concerns are: • The 5011 buildings potentially blocking her 24 solar panels. • Her property line and she does not want her fence modified during construction because she has 2 dogs in the back yard. • Constructions trucks parking in front of her property. Ms. Rose added that she would like to see her property rights protected. Planning Commission Minutes -3— June 3— June 6, 2019 Commissioner VOS asked about all the trees on the property and if any of them will be saved. She also would like to see a conversation between the two property owners with regards to concerns. John Roach, Applicant 10220 West 26" Avenue, Lakewood Mr. Roach explained there is only one tree on the property next to the current house and maybe one more by the driveway and they will come out to put the units in. The other trees are outside the property line and will not be touched. Mr. Roach added he would like to have good relations with the neighbors and will reach out to Ms. Rose about some of her concerns. Mr. Cutler then responded to Ms. Rose's concerns with regards to the duplex building height. He said any residential building in the Mixed Use -Neighborhood (MU -N) zone district is limited to 3511. in height and there is a 2011. setback for a 3`d floor if there is one and a 1511. setback for the first 2 floors. He added the case tonight is a subdivision and it is a use by right in the MU -N zone district to develop the 8 units. Mr. Cutler explained that there could be more units on this site, but the developer decided to do fewer. Commissioner PETERSON had concerns about the blocking of Ms. Rose's solar concerns and asked if an expert could look at the solar panel concern. Commissioner KERNS commented on the solar panels and said they are oriented south and west, there are none oriented southeast or east and due to this orientation a 3511. building located to the east will not affect the solar exposure. Commissioner KERNS also commented on the parking lane in front of Ms. Rose's property and said it is a public ROW and it is legal for anyone to park there. However, she can call code enforcement regarding the constant running of the diesel trucks while parked there. Mr. Brossman added the work in the street should be done soon. It was moved by Commissioner LEO and seconded by Commissioner PETERSON to recommend APPROVAL of Case No. WS -19-02, a request for approval of a major subdivision on property located at 10191 W. 38' Avenue, for the following reasons: 1. All requirements of the subdivision regulations (Article IV) of the zoning and development code have been met. 2. All agencies can provide services to the property with improvements installed at the developer's expense. With the following conditions: Planning Commission Minutes -4— June 4— June 6, 2019 1. Prior to recordation, the applicant shall pay the required fees -in -lieu of parkland dedication. 2. The developer shall enter into a subdivision improvement agreement and lot sale restriction covenant agreement prior to the recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowner's association covenants for review and approval by staff. Motion carried 7-0. B. Case No. WS -19-03: an application filed by Redland for approval of a Major Subdivision with right-of-way (ROW) dedication for property zoned Mixed Use - Commercial (MU -C) located at 4331 Vance Street. Ms. Stevens gave a short presentation regarding the major subdivision 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, therefore the Planning Commission has jurisdiction to hear this case. Commissioner PETERSON asked where 43`d Avenue terminates. Ms. Stevens explained that 43`d Avenue will connect to an access easement that is currently on the west side of the property which will help the flow of traffic to and from 40 Avenue. Commissioner PETERSON then inquired if there will be a right only from the access easement onto 40' Avenue. Mr. Brossman added that the median on 44d' Avenue will be elongated to prohibit left turns into and out of the drive. Commissioner PETERSON also asked about the open space proposed for the north end of the lot 3 project and who can use this. Ms. Stevens said it is primarily meant to be a park/open space for the Town Center residents in lots 1-3, but others can use it as well. Commissioner PETERSON said he has concerns about the residents crossing Vance with increased traffic. Commissioner VOS asked if the only reason to extend 43`d Avenue is to have better access to 44d' Avenue via the access easement. She also inquired who will be paying for the connection. Planning Commission Minutes - 5— June 6, 2019 Mr. Brossman explained it is part of a logical transportation network and if for some reason the restaurant to the west were to ever redevelop or go away, then 43`d could go straight through to Wadsworth Blvd, but this is something CDOT would have to approve also. He added the developer will be paying for the 43rd Avenue connection. Commissioner VOS then asked about the entry into the building and which direction it will face and if the access easement will be improved. Ms. Stevens said that there will be an internal parking garage and the building wraps on all 4 sides along with entries on all 4 sides of the building. She added that the access easement will be improved to street standards. Commissioner LEO asked if this is still owned by the City's Urban Renewal Authority. Ms. Stevens confirmed it was until it was economically viable and then handed to the developer and is still a part of the Wadsworth Urban Renewal area Commissioner PETERSON he has concerns about the access easement becoming a shortcut through the Big Lots parking lot. Ms. Stevens said this is being looked at to mitigate, but parking lots are public and can be driven through. Commissioner VOS asked the applicant if he wanted 43`d extension or the City. Tyler Downs, Applicant 1801 Broadway, Denver Mr. Downs explained the extension of 43`d Avenue was a request by the City and is fine with it to complete the transportation grid. Commissioner VOS asked about the orientation of the doors to the apartments, how many stories the building will be and if there will be any retail. Mr. Downs explained the apartment will be accessed from common hallways indoors; the buildings are 4 stories same as the other 2 buildings and while it was explored, there will not be any retail. It was moved by Commissioner KERNS and seconded by Commissioner LEO to recommend APPROVAL of Case No. WS -19-03, a request for approval of a re -subdivision with right-of-way dedication on property zoned Mixed Use - Commercial (MU -C) and located at 4331 Vance Street, for the following reasons: Planning Commission Minutes -6— June 6— June 6, 2019 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The requirements of Article IV of the zoning and development code have been met. 3. The subdivision will facilitate development of the site in compliance with the approved Concept Plan. With the following conditions: 1. The revisions requested by the Public Works Department related to labels, notes, and typos shall be addressed prior to the City Council public hearing. 2. The developer shall enter into a subdivision improvement agreement prior to recordation of the subdivision plat. Motion carried 7-0. C. Case No. WS -19-01: an application filed by Riverside Terrace, LLC for approval of a major subdivision for property zoned Residential -Three (R-3) to allow for 18 single-family townhome units located at 11661 West 44"' Avenue. Mr. Cutler gave a short presentation regarding the major subdivision and the application. He entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. He stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner PETERSON asked what the cross access drive would look like with respect to the property to the northwest. Mr. Cutler explained that the upper Tract C will make the connection between this property and the property to the northwest; the City would request that there be a continuous drive and sidewalk connection, if the adjacent property moves forward. Commissioner PETERSON asked what Tract C will look like if the property to the northwest does not move forward. Mr. Cuter said that the Arvada Fire District would require a fire truck turn around and there would be a permanent easement put in which would be a separate recorded agreement. Commissioner SIMBAI asked when the outbuildings were demolished in 2019 and who will be responsible for the streetlights. Planning Commission Minutes -7— June 7— June 6, 2019 Mr. Cutler said the demolition question can be answered by the applicant and Mr. Brossman explained that the developer will be responsible for street lighting and will also be responsible for lights along the sidewalks, as well. Commissioner SIMBAI also asked if the bus stop standards are dictated by RTD. Mr. Brossman said they are, but the City is going to have RTD reconstruct the bus stop to meet the current RTD standards and to accommodate a shelter. Commissioner VOS asked to have the height of the townhomes confirmed. She also mentioned she would like to see more parks instead of a parkland dedication fee. She asked if the cross access drive could be open space with sidewalks instead of a drive aisle. Mr. Cutler said the townhomes have a height limit of 35 feet. He then addressed Commissioner VOS' concern for lack of parks. He explained that there will be sidewalks along with the drive aisle and open space in the cross access area and open space on the entire west side of the property for all to enjoy and it includes sidewalks. He mentioned that for the purposes of parkland dedication it goes towards parks that are owned and maintained by the City. He said it can be challenging for the Parks Department to maintain smaller parks that are embedded in a private development. He added that a public park needs to be approved by City Council. Commissioner VOS then asked where the parkland dedication fees go. Ms. Stevens said they go into a fund controlled by the Parks Department and the funds are reserved for future parks in the City. Commissioner KERNS asked how many lots it takes for a property to have 2 access points. Mr. Cutler believed that is more of a Fire Department concern and they have already signed off on this subdivision. Commissioner VOS asked if the property to the northwest is zoned Mixed Use - Neighborhood (MU -N). Mr. Cutler said no it is zoned Planned Residential Development (PRD) and it is being reviewed separately. Commissioner LARSON asked why the current name of this property is the Fightmaster Subdivision. Mr. Brossman said he believes it was named after the Fightmaster family. Planning Commission Minutes -8— June 8— June 6, 2019 Stephen Sundberg, Applicant 9640 W Chatfield Ave., Littleton Mr. Sundberg explained that the demolition started at the beginning of April, after the asbestos abatement. He added that the Fire Department has looked at this subdivision and signed off on it both with the cross access connection and without. Mr. Sundberg also said the case for the property to the northwest will be heard at Planning Commission on June 20. Commissioner VOS asked what was the purpose of demolishing the out buildings in April. Mr. Sundberg explained the single family home was too outdated for redevelopment. John Clark, Resident 4665 Swadley St, Wheat Ridge Mr. Clark mentioned he is not happy with the developments going up in the City of Wheat Ridge. He says others don't want development in the City as well, and feels they don't speak up. He said one of his concerns is more traffic entering on to Tabor Street and he does not want to see a cross access road between the two developments. He also said he does not like agricultural land being wiped out. Allen Hadwiger, Resident 4455 Simms Street Mr. Hadwiger said he thinks this is a great project and will make the community better. His only concern is the possible increase in traffic and would like to see something like a deceleration lane on 44"' Avenue into the development. Mr. Cutler explained that the access connections to and from developments are dictated by the Fire District. Commissioner VOS wanted condition 2 of the suggested motion explained. Mr. Cutler said the lot sale restriction is to prevent the sale of any lot that doesn't have access to a public street so in the event that the development doesn't move forward that a lot may not be sold without access. He explained it is a prevention measure in case the construction ceases; condition 2 would require that all the roads be built so the lots could be developed in the future. Commissioner VOS also wanted confirmation that condition 4 relates to the fire truck turnaround if the adjacent property does not get developed. Planning Commission Minutes -9— June 9— June 6, 2019 Mr. Cutler confirmed this to be true. Commissioner LARSON inquired if there is atime limit for the emergency access easement agreement. Mr. Cutler explained that a future plat on the adjacent property would allow the emergency access easement agreement to be extinguished. It was moved by Commissioner ANTOL and seconded by Commissioner LEO to recommend APPROVAL of Case No. WS -19-01, a request for approval of a major subdivision on property located at 11661 W. 44' Avenue, for the following reasons: 1. All requirements of the subdivision regulations (Article IV) of the zoning and development code have been met. 2. All agencies can provide services to the property with improvements installed at the developer's expense. With the following conditions: 1. Prior to recordation, the applicant shall pay the required fees -in -lieu of parkland dedication. 2. The developer shall enter into a subdivision improvements agreement and a lot sale restriction covenant agreement prior to recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowner's association covenants for review and approval by staff. 4. An emergency access easement to allow the subdivision to function independently in the event that the adjacent parcel is not developed shall be recorded by separate instrument prior to the recordation of the subdivision plat. Motion denied 3-4 with Commissioners PETERSON, VOS, LEO and KERNS denying. There was discussion about a friendly amendment to add a deceleration lane on 44u' Avenue. There was concern by Commissioner Antol that the Planning Commission cannot add this as an amendment without staff doing a traffic study. Mr. Brossman said a trip generation study could be requested with the 2 developments combined because there is not enough traffic to warrant a study with just 1 development. Mr. Brossman also explained to the Commission that if there was a deceleration lane added to 44"' Avenue then the properties to the east of said property will be affected. Planning Commission Minutes - 10— June 6, 2019 The Planning Commissioners wondered why the two developments are not being heard as one case. Mr. Cutler explained that the two developments have different zoning; one review is more intensive while the one being decided on today did not need a zone change and all the development standards are being met and that is why staff is recommending approval. Commissioner ANTOL would like to see that type of information in the Staff Report, but still respecting what is quasi- judicial. There was also discussion on withdrawing the previous motion prior to a vote so it can be continued to a later date. In doing so the Planning Commission can hear the Case on 4440 Tabor Street to help them make a decision on this case. Mr. Cutler read from the bylaws Part B of the voting section: "In the event a motion fails to receive a majority vote, it shall conclusively be presumed that no action has been taken, and it shall be required that a second motion be made, seconded, and adopted by majority vote indicating the definite action (either granting or refusing the requested action)." Mr. Cutler also explained the need for the Planning Commission to provide reasons for the denial, if the there is a second motion and majority vote to deny. Ms. Stevens added that if a motion is made to refuse the denial, then there could be another motion made to continue this case to a date certain. It was moved by Commissioner VOS and seconded by Commissioner SIMBAI to refuse requested action on denial. Motion passed 7-0. It was moved by Commissioner LEO and seconded by Commissioner ANTOL to postpone WS -19-01 until July 18 after the adjacent property, the 4440 Tabor Case, is heard on June 20 for additional information. Motion passed 7-0. D. Case No. WS -19-04: an application filed by Evergreen -Clear Creek Crossing for approval of a major subdivision with right-of-way (ROW) dedication for property zoned Planned Mixed Use Development (PMUD) located at the SW quadrant of Hwy 58 and I-70. Ms. Stevens gave a short presentation regarding the major subdivision 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, therefore the Planning Commission has jurisdiction to hear this case. Commissioner SIMBAI inquired about the concern from the property owner to the south. Planning Commission Minutes - 11 — June 6, 2019 Ms. Stevens said there is some reconfiguration of Clear Creek Drive that is occurring and impacts his property. Mr. Brossman added that there is going to be a median on Clear Creek Drive that will prohibit some of the traffic movement into his subdivision. Some accommodations are being made to allow access to the existing Frontage Road. It is still under design, but the City is working through the issues with him. Commissioner KERNS asked where the possible site for the RTD bus station will be. Ms. Stevens explained it is currently reserved to be in Block 4 Lot 1, preferably in the Denver Water Easement. She mentioned the decision should be official in the next 6 months. Commissioner LARSON asked where the I-70 hook ramps are located. Ms. Stevens said they are platted on the southeast side of the subdivision. Commissioner LARSON also asked why the change in the ROW. Ms. Stevens explained that Denver Water made some changes to their pipe size which could impact the road so they asked if it could be shifted a little bit. Mr. Brossman added that due to the width change along with the depth of the pipe Denver Water needed some extra room to maintain the pipe. It was moved by Commissioner VOS and seconded by Commissioner SIMBAI to recommend APPROVAL of Case No. WS -19-04, a request for approval of a major subdivision to realign and re -dedicate the 40th Avenue and Clear Creek Drive intersection on property zoned Planned Commercial Development (PCD) and Planned Mixed Use Development (PMUD) located west of Interstate 70, south of Highway 58 and north of 32" Avenue approximately, for the following reasons: 1. All agencies can provide services to the property with improvements installed at the developer's expense. 2. The requirements of Article IV of the zoning and development code have been met. 3. The subdivision will facilitate development of the site in compliance with the approved Outline Development Plan. With the following conditions: Planning Commission Minutes - 12— June 6, 2019 1. The revisions requested by the Public Works Department related to cross access and the future Regional Transportation District bus transfer station shall be addressed prior to the City Council public hearing. 2. An updated Title Commitment shall be provided prior to recordation of the plat. Motion carried 7-0. 8. OLD BUSINESS 9. NEW BUSINESS The neat Planning Commission meeting will be held on June 20, 2019. 10. ADJOURNMENT It was moved by Commissioner PETERSON and seconded by Commissioner SIMBAI to adjourn the meeting at 10:09 p.m. Motion carried 7-0. Scott Ohm, Chair Tammy Odean, Recording Secretary Planning Commission Minutes June 6, 2019 -13— ♦�4le 1W Ir Wh6atRiLd e g CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO: Planning Commission MEETING DATE: June 20, 2019 CASE MANAGER: Scott Cutler CASE NO. & NAME: WZ-18-19 & WS -18-03 / Clear Creek Terrace SDP and Plat ACTION REQUESTED: Approval of a Specific Development Plan and major subdivision with right-of- Location Map Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP and Plat Site way dedication on property zoned Planned Residential Development (PRD) for the construction of 26 townhomes. LOCATION OF REQUEST: 4440 Tabor Street APPLICANT/OWNER (S): Six Oak Limited Partnership APPROXIMATE AREA: 2.09 Acres PRESENT ZONING: Planned Residential Development (PRD) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Location Map Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP and Plat Site All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-18-19 is an application for approval of a Specific Development Plan (SDP) on property at 4440 Tabor Street and zoned Planned Residential Development (PRD). The purpose of the request is to facilitate the development of 26 townhomes on the site. Planned developments in Wheat Ridge involve atwo-step process. The first step is the Outline Development Plan (ODP), which for this property was approved by City Council on April 8, 2019. The approval of the ODP changed the zoning designation on the land, established allowed uses and development standards for the property, and established access configurations for vehicles, pedestrians, and bicycles. The second step in the process is the Specific Development Plan (SDP), which focuses on specific details of a development such as site design, architecture, landscaping, and drainage design. The SDP must be found to be compliant with the ODP in order to be approved. Pursuant to Section 26-302 of the Municipal Code, the applicant chose atwo-step approval process, completing the ODP process in its entirety before proceeding to public hearings for the SDP. When this two-step process is broken apart, the ODP document requires public hearings before the Planning Commission and City Council, with the City Council being the final deciding body. The SDP application must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. Accompanying the request for approval of the SDP is Case No. WS -18-03, a request for approval of a major subdivision plat (26 lots and 4 tracts) with right-of-way dedication. Subdivisions must accompany the SDP through the review process to ensure the plat aligns with the proposed SDP. This requires Planning Commission to make a recommendation to City Council who is the final authority for approval. II. EXISTING CONDITIONS/PROPERTY HISTORY The subject property is located in western Wheat Ridge, mid -block on the east side of Tabor Street between W. 44"' Avenue and W. 461h Avenue. The property is approximately 2.09 acres in size, is currently vacant, and has an "L" shape r'xhibit 1, Aerial). As noted above, the City Council approved the rezoning of the property to Planned Residential Development (PRD) on April 8, 2019. The City's zoning maps have not been updated to make this change as of the date of this re ort. The property is surrounded by a variety of zoning designations and land uses (Exhibit 2, Zonir . Across Tabor Street to the west are properties zoned Planned Commercial Development (PCD), Mixed Use —Neighborhood (MU -N) and Commercial -One (C-1) which contain a variety of commercial, light industrial, and residential uses. The property to the south (4430 Tabor Street) is zoned Residential -One (R-1) and contains a single-family home. The other properties to the south are zoned Residential -Three (R-3) and contain four apartment buildings with a total of 24 units. Properties to the north and northeast contain a mix of single-family homes, duplexes, and triplexes with a mix of Residential -Two (R-2), R-3, and Agricultural -One (A-1) zoning. The Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP property to the southeast is zoned Residential -Three (R-3) and is currently vacant but under consideration for atownhome development under Case No. WS -19-01 (Riverside Terrace). III. SPECIFIC DEVELOPMENT PLAN Attached is a copy of the proposed Specific Development Plan (SDP), which includes 11 sheets regarding site design, building design, and landscaping (Exhibit 3, Specific Development Plan). In addition to the standard certification and signature blocks, the site data table confirms that the SDP complies with the development standards provided by the ODP. Key components of the site design are described below. Site Design Page 3 of the SDP shows the site plan. The L-shaped site is proposed to have a total of 26 units, with 18 on the northern portion and 8 on the southern portion. The units will gain access from a private drive that extends east from Tabor Street. Access to all of the units is from alleys that extend off the main drive and provide direct access to two -car, detached garages. Front doors face Tabor Street, the interior street, or open space. Front patio areas are included for each unit. The site is proposed to connect to the adjacent development under consideration to the southeast at 11661 W. 40 Avenue, with both vehicular and pedestrian connections. Architecture The buildings comply with the requirements of the Architectural and Site Design Manual (ASDM) for multi -family development (Section 4.3). The townhome buildings are proposed to be two stories with large front patios comprised of a variety of materials, including brick, brick veneer, wood/lap siding, hard coat stucco, and composition shingles. Building Height The maximum height permitted by the ODP is 30 feet with a two-story limit. Each building will be under the maximum allowed height of 30 feet. Landscaping The aggregate open space minimum for the development is 30%, and 30% is being provided as part of the proposed SDP. Larger areas of open space are provided on the north side of the development to act as a buffer between the development and properties to the north; this area includes a dog walking path and landscaping. A landscaped pedestrian Paseo is provided between the eastern two 6-plexes. A 20 - foot landscape buffer is also provided on the west side of the "L" to buffer the southern units from the 4430 Tabor Street property to the west. A larger open space tract with a pavilion, raised planters, and a grill is provided in the southeast corner of the development. Access and Streetscape Access into the site is from an entrance off of Tabor Street. Tabor Street is currently considered substandard by the City's street standards, so a 5 -foot right-of-way dedication is required, which will be explained further in the subdivision section below. The developer is required to install a detached sidewalk and provide street trees. A vehicular and pedestrian connection is also proposed with the property to the southeast. Further information is provided in the "Traffic Information" section below. Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP Parking The ODP requires that every townhome has a two -car garage. The SDP complies with this requirement. Fourteen (14) additional parking spaces are provided as guest parking, in the form of parallel parking along the primary access drive, and in a small parking lot at the southeast corner of the site. Drainage Drainage is accommodated in a porous landscape detention (PLD) area its own tract along the east side of the site, which also acts as a buffer between the subject property and the adjacent development to the east. The site generally slopes from west to east which is why the PLD is positioned in its location. Traffic Information At the Planning Commission's request per the June 6 regular meeting, a trip generation analysis was performed for the subject property as well as the adjacent parcel at 11661 W. 40 Avenue since the projects are proposed to connect. The trip generation analysis is attached ( and reflects an estimated maximum of 16 total trips during the peak hour (1 trip every 3.75 minutes) for the combined development, which would further be split up amongst the two entrances. CDOT standards require left turn lanes when there are 25 vehicles per hour or greater entering a site at one entrance, and right turn lanes when there are 50 vehicles per hour entering a site at one entrance. Based on the number of peak hour trips generated by both developments, no further traffic analysis is necessary and turn lanes are not warranted. The trip generation analysis also provides an exhibit showing how the two sites interface, including the vehicular and pedestrian connection. Public Works concurs with the assumptions of the trip generation analysis provided and a summary is provided in Exhibit 5. IV. SPECIFIC DEVELOPMENT PLAN CRITERIA Criteria for the review of SDP documents is provided in Section 26-305.D. Staff has provided analysis of these criteria below. Planning Commission shall base its decision in consideration of the extent to which the criteria have been met. 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in section 26-301 of the zoning and development code. The purpose of utilizing planned development zoning is to provide flexibility while accommodating well-designed, innovative developments that demonstrate efficient use of land and may not be feasible under a standard zone district. The SDP achieves these goals and proposes townhomes with an emphasis on enhanced two-story architecture. Staff has concluded that the SDP is consistent with these goals by adding to the diversity of housing types in Wheat Ridge and creating a unified development. Staff concludes that this criterion has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan The SDP is consistent with the intent and character statements of the outline development plan by encouraging pedestrian connectivity and interaction with surrounding neighborhoods, while providing an appropriate transition between surrounding residential and commercial uses. Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP Staff concludes that this criterion has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. The proposed uses in the SDP are identical to those of the outline development plan. Single-family attached (townhomes) are permitted as well as accessory uses such as home occupations and keeping of household pets. RV, boat, and utility vehicle storage is not allowed. Staff concludes that this criterion has been met. 4. The site is appropriately designed and it consistent with the development guidelines established in the outline development plan. The SDP is consistent with the development guidelines of the outline development plan in all respects including height, density, setbacks, parking, landscaping, fencing, and building design. Staff concludes that this criterion 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 responding agencies have indicated they can serve the property with improvements installed at the developers' expense. Staff concludes that this criterion 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 proposed SDP is in conformance with the design standards established in the ODP. Improvements will be made to the section of Tabor Street adjacent to the development in compliance with the Streetscape Design Manual. Staff concludes that this criterion has been met. Staff concludes that the criteria used to evaluate the SDP supports the request. V. PROPOSED SUBDIVISION PLAT Plat Document The proposed plat document consists of four pages �. The cover page includes a legal description of the property; signature blocks for the owners, City, surveyor, and County; standard declarations and notes; easement notes; and a lot data table. The subsequent pages contain the lot layout and location of various easements. Lot Configuration Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP The lot configuration corresponds to the proposed development pattern in the SDP and ODP allowing for 26 townhome lots across five buildings (three 6-plexes and two 4-plexes). Each lot is approximately 1,400 to 1,500 square feet and they will function as townhome lots. The lots are organized on the north and west south of a central drive provided in Tract B, which also includes the alleys for all of the buildings. Open space is provided in Tract A and Tract C, and the drainage area is accommodated in Tract D. Public Improvements & Right -of -Way Dedication When new properties are created through the subdivision process, staff reviews adjacent street improvements to confirm that they meet current roadway design standards. Five (5) feet of right-of- way is being dedicated along the Tabor Street frontage to add pavement to the substandard street to allow for a 4 -foot bike lane, curb, gutter, a 6 -foot landscaped amenity zone, and a 6 -foot detached sidewalk. This section of Tabor Street calls for a center turn lane to be added, and this project will add the pavement necessary for its future construction along its section. Easements Several easements are created by this plat to allow adequate infrastructure and access. These include the following: • 5 -foot utility easements for Neel (some existing 5 -foot easements will remain) • 25 -foot utility easement for Fruitdale Sanitation district under the central drive, and a 20 -foot utility easement for the southern group of lots • Access easements over all of the alleyways and drives (width varies, typically 26 feet) • 30 -foot non-exclusive water easement for Valley Water utilities Parkland Dedication The subdivision regulations include a parkland dedication requirement for all residential subdivisions based on the assumption that additional residents in the City will impact the demand for parks and open space. When land is not dedicated for a public park, a fee is required in lieu. Per code and Council Resolution, the fee is $2,497.29 per unit to be paid at recordation, or a total of $64,929.54 for this development. VL AGENCY REFERRAL All affected service agencies were contacted for comment on the zone change request and regarding the ability to serve the property. Specific referral responses follow: Wheat Ridge Public Works: No concerns with the SDP. The civil construction plans are under review and must be approved prior to application for building permit. Arvada Fire Protection District: No comments or concerns; access is sufficient. Valley Water District: Can serve the property with improvements installed at the developer's expense. Fruitdale Sanitation District: Can serve the property with improvements installed at the developer's expense. Xcel Energy: No objections. Utility coordination is ongoing. Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP Century Link: No objections. VII. STAFF CONCLUSIONS AND RECOMMENDATION Staff has concluded that Specific Development Plan is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the Clear Creek Terrace ODP. Because the requirements for an SDP have been met and the review criteria support the SDP, a recommendation for approval is given. Additionally, staff concludes that the proposed subdivision plat results in a logical layout consistent with the future development proposed by the SDP. Staff further concludes that the subdivision plat complies with the standards in Article IV of the City Code (subdivision regulations) and that all utility agencies can serve the property with improvements installed at the developer's expense. Staff recommends approval of the subdivision plat with the conditions listed below. VIII. SUGGESTED MOTIONS — SPECIFIC DEVELOPMENT PLAN Option A: "I move to recommend APPROVAL of Case No. WZ-18-19, a request for approval of a Specific Development Plan on property located at 4440 Tabor Street and zoned Planned Residential Development (PRD), for the following reasons: 1. The specific development plan is consistent with the purpose of a planned development, as stated in Section 26-301 of the City Code. 2. The specific development plan is consistent with the intent and purpose of the outline development plan. 3. The proposed uses are consistent with those approved by the outline development plan. 4. All responding agencies have indicated they can serve the property with improvements installed at the developer's expense. 5. The specific development plan is in substantial compliance with the applicable standards set forth in the outline development plan and with the City's adopted codes and policies. Option B: "I move to recommend DENIAL of Case No. WZ-18-19, a request for approval of a Specific Development Plan on property located at 4440 Tabor Street and zoned Planned Residential Development (PRD), for the following reasons: 1. 2. IX. SUGGESTED MOTIONS — SUBDIVISION Option A: "I move to recommend APPROVAL of Case No. WS -18-03, a request for approval of a major subdivision with right-of-way dedication for property zoned Planned Residential Development (PRD) located at 4440 Tabor Street for the following reasons: 1. All agencies can provide services to the property with improvements installed at the developer's expense. Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP 2. The plat will result in a logical layout consistent with the future development proposed by the specific development plan and will facilitate development consistent with the approved outline development plan. 3. All requirements of the subdivision regulations (Article IV) of the zoning and development code have been met. With the following conditions: 1. Prior to recordation, the applicant shall pay the required fees -in -lieu of parkland dedication. 2. The developer shall enter into a subdivision improvement agreement and lot sale restriction covenant agreement prior to the recordation of the subdivision plat. 3. Prior to issuance of building permits, the developer shall provide homeowner's association covenants for review and approval by staff. Option B: "I move to recommend DENIAL of Case No. WS- 18-03, a request for approval of a major subdivision for property zoned Planned Residential Development (PRD) located at 4440 Tabor Street for the following reasons: 2. ... 3. ... Planning Commission Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP EXHIBIT 1: AERIAL 0 -.,.v' Ay OMNI= , y. - r .r 74.. N ® rm Rate Pi-ne coorabala Proieer n N Cebrado Cenral Zone D.M.: HAa83 Planning Commission 9 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP City of W heatRoge y Geographic Information Systems O Legend 3 Q Subject Property fn wt 46TH AVE _ low 0 -.,.v' Ay OMNI= , y. - r .r 74.. N ® rm Rate Pi-ne coorabala Proieer n N Cebrado Cenral Zone D.M.: HAa83 Planning Commission 9 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP EXHIBIT 2: ZONING MAP Note: The City's zoning map indicates the subject property as being zonedA-1. The City Council voted to approve the rezoning of the subject property on April 8, 2019 to Planned Residential Development (PRD). Planning Commission 10 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP EXHIBIT 3: SPECIFIC DEVELOPMENT PLAN Attached as an 11x17 document on the following page. Planning Commission 11 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP Z Ji Ji CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE 4 SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. LEGAL DESCRIPTION: LOT 2, DAVISHER MINOR SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO, THE BOUNDARY OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, PER THE PLAT RECORDED FEBRUARY 28, 1996 AT RECEPTION NO. F0192325 IN THE OFFICE OF THE CLERK AND RECORDER FOR SAID COUNTY, LYING WITHIN THE NORTHEAST ONE—QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN SAID CITY, COUNTY AND STATE, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT EAST 1/4 CORNER OF SAID SECTION 20, FROM WHICH THE EAST LINE OF SAID NORTHEAST ONE—QUARTER BEARS NORTH 00'31'28" WEST, PER THE CITY OF WHEAT RIDGE'S COORDINATE SYSTEM DATED FEBRUARY 1, 2008 BETWEEN IDENTIFICATION POINT NUMBER "14209" FOR THE EAST 1/4 CORNER OF SECTION 20 AND IDENTIFICATION POINT NUMBER "13209" FOR THE NORTHEAST CORNER OF SECTION 20, WITH ALL BEARINGS CONTAINED HEREIN BEING REFERENCED TO SAID EAST LINE; THENCE NORTH 21'29'32" WEST, A DISTANCE OF 925.19 FEET TO THE SOUTHEAST CORNER OF SAID LOT 2 AND THE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID LOT 2, NORTH 89'50'00" WEST, A DISTANCE OF 170.71 FEET TO THE WEST LINE OF SAID LOT 2, BEING THE EAST LINE OF LOT 1, DAVISHER MINOR SUBDIVISION; THENCE ALONG SAID WEST LINE, NORTH 00'27'20" WEST, A DISTANCE OF 143.51 FEET TO THE SOUTH LINE OF SAID LOT 2, BEING THE NORTH LINE OF LOT 1, DAVISHER MINOR SUBDIVISION; THENCE ALONG SAID SOUTH LINE, SOUTH 89'12'42" WEST, A DISTANCE OF 132.20 FEET TO THE EAST LINE OF A 10 FOOT RIGHT—OF—WAY DEDICATION PER SAID PLAT OF DAVISHER MINOR SUBDIVISION; THENCE ALONG SAID EAST LINE, NORTH 00'27'20" WEST, A DISTANCE OF 219.14 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE ALONG SAID NORTH LINE, NORTH 89'12'18" EAST, A DISTANCE OF 302.78 FEET TO THE EAST LINE OF SAID LOT 2, FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 20 BEARS NORTH 12'40'54" EAST, A DISTANCE OF 1447.76 FEET, SAID LINE ALSO BEING THE WEST LINE OF TURGEON SUBDIVISION, PER THE PLAT RECORDED MARCH 22, 2002 AT RECEPTION NO. F1447900, IN SAID OFFICE OF THE CLERK AND RECORDER AND THE WEST LINE OF LOT 3, FIGHTMASTER SUBDIVISION, PER THE PLAT RECORDED MARCH 7, 2003 AT RECEPTION NO. F1693798, IN SAID OFFICE OF THE CLERK AND RECORDER; THENCE ALONG SAID EAST LINE, SOUTH 00'28'29" EAST, A DISTANCE OF 365.53 FEET TO THE POINT OF BEGINNING. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF CLEAR CREEK TERRACE, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT—OF—WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT (PRD) WILL IMPROVE A CURRENTLY UNDEVELOPED SITE IN THE NORTHWEST NEIGHBORHOODS OF THE CITY OF WHEAT RIDGE. THE SITE IS SURROUNDED ON THREE SIDES BY RESIDENTIAL ZONING WITH A PORTION OF THE WESTERN PROPERTY BOUNDARY ACROSS THE STREET FROM MIXED USE ZONING. THE DEVELOPMENT WILL ENCOURAGE PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING NEIGHBORHOODS. IT WILL PROVIDE TWO—STORY, SINGLE FAMILY ATTACHED TOWNHOME DWELLINGS THAT MEET THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301C. THE PROPOSED DEVELOPMENT WILL ALLOW FOR TRANSITION BETWEEN LOWER DENSITY RESIDENTIAL TO THE NORTH, SOUTH AND EAST, AND MEDIUM DENSITY COMMERCIAL DIRECTLY ADJACENT TO THE WEST. THE COMMUNITY EXEMPLIFIES LOW MAINTENANCE, ENERGY EFFICIENT HOMES THAT ENHANCE AN URBAN MODERN AND CONTEMPORARY LIFESTYLE WITH THE FOLLOWING INTEGRATED ELEMENTS: INTERCONNECTIVITY TO INDOOR/OUTDOOR SPACES AND PATIO LIVING, OPEN INTERIOR FLOW BETWEEN SPACES UTILIZING A VARIETY OF FINISHED MATERIALS WHICH INCLUDE ENERGY EFFICIENT INTERIOR AND EXTERIOR "GREENSIDE" CONSTRUCTION, AND MULTIPLE MATERIAL FACADES USING BRICK, STUCCO, AND WOOD SIDING. THE DESIGN FEATURES DETERMINED BY THE ARCHITECT HOLD TRUE TO THE REGIONAL ARCHITECTURAL CHARACTER OF THE GREATER DENVER METROPOLITAN AREA. THE NEIGHBORHOOD WILL PROVIDE ENTRY SIGNAGE, STREETSCAPE PLANTINGS, ACCESSIBLE PEDESTRIAN ROUTES AND ACCESS TO PUBLIC TRANSPORTATION ROUTES. PARALLEL PARKING WILL BE PROVIDED ON THE MAIN ACCESS DRIVE OFFSTREET SURFACE PARKING WILL BE PROVIDED ON THE SOUTH HALF OF THE DEVELOPMENT ADJACENT TO SHARED COMMUNITY AMENITIES. FLOODPLAIN: THIS PROPERTY LIES WITHIN ZONE 'X' AND IS OUTSIDE THE 100—YR FLOODPLAIN. DRAINAGE CONSIDERATIONS: AS REQUIRED BY THE CITY OF WHEAT RIDGE, WATER QUALITY FEATURES WILL BE LOCATED ON SITE. A POROUS LANDSCAPE DETENTION (PLD) FACILITY IS PROPOSED ALONG THE EASTERN PROPERTY BOUNDARY. A FINAL DRAINAGE REPORT, DESIGN, AND STORMWATER EASEMENT SHALL BE PROVIDED WITH THE FINAL SUBDIVISION PLAT. ALL STORMWATER FACILITY MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE ESTABLISHED CLEAR CREEK TERRACE HOA. PHASING: THE DEVELOPMENT OF CLEAR CREEK TERRACE IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER, FUTURE PHASING, IF REQUIRED, SHALL NOT REQUIRE AMENDMENT TO THIS SDP PLAN. CASE HISTORY: CASE #: WZ-95-18, MS -95-5, WZ-18-15, WZ-18-19, WS -10-03, WS -18-03 ALLOWABLE USES: INTENT: THIS PLANNED RESIDENTIAL DEVELOPMENT (PRD) WILL PROVIDE A FEE SIMPLE RESIDENTIAL NEIGHBORHOOD OFFERING SINGLE FAMILY ATTACHED (SFA) TOWNHOMES WITHIN THE CITY OF WHEAT RIDGE THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. USES: ALLOWABLE USES: SINGLE FAMILY ATTACHED DWELLING OPEN SPACE ALLOWABLE ACCESSORY USES: HOME OCCUPATION KEEPING OF HOUSEHOLD PETS PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SERVICES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV, BOAT AND UTILITY VEHICLE STORAGE ARE NOT ALLOWED. SHEET INDEX: 1. COVER SHEET Total Development Area (Current) 2. GENERAL NOTES AND TYPICAL SECTIONS 3. SITE PLAN Net Area (After-R.O.W Dedication) 4. CONCEPTUAL UTILITIES PLAN Zoning 5. LANDSCAPE NOTES AND PLANT LIST 6. LANDSCAPE PLAN Total No. of Units 7. LANDSCAPE DETAILS 12.5 DU/AC 8. BUILDING TYPE 1 — EXTERIOR ELEVATIONS 9. BUILDING TYPE 2 — EXTERIOR ELEVATIONS 10. BUILDING TYPE 3 — EXTERIOR ELEVATIONS 11. SITE PHOTOMETRIC PLAN 2�� 0 'Lon CLEAR CREEK TERRACE TOWN HOMES SITE DATA TABLE Total Development Area (Current) 91,100.00 SF 2.091 AC R.O.W. Dedication 1,096.00 SF 0.025 AC Net Area (After-R.O.W Dedication) 90,004.00 SF 2.066 AC Zoning Existing: PRD Proposed: PRD Type Land Use Attached Single Family Dwelling (Townhomes) Total No. of Units 26 Density 12.5 DU/AC Min. Lot Size 1,392 SF/0.03 AC Max. Lot Size 2,515 SF/0.06 AC Building Architectural Character Urban Modern Contemporary Modern Colorado Two-story and Ranch Units with brick, combined with stucco, horizontal and vertical siding treatments, dark composition roof shingles to provide a rich material color palette. No. of Two Story Townhome Units 26 Maximum Building Height 30 Ft (2 -Story) 2�� 0 'Lon Required Proposed Max. Building Coverage 40% (36,002 SF/0.83 AC) 38% (34,133 SF/0.78 AC) Impervious Coverage N/A 32% (28,855 SF/0.67 AC) Min. Open Space/Landscape Area 30.0% (27,001 SF/0.62 AC) 30.0% (27,016 SF/0.62 AC) Public Open Space N/A 25,140 SF/0.59 AC Private Landscaping N/A 1,876 SF/0.04 AC Min. Separation Between Buildings 20 ft 26 ft SITE DESIGN CONCEPTS Lot Dimensions Width Length Min. 22 ft 64.0 ft Max. 22.5 ft 67.0 ft Setbacks (SFA Lot Line to Foundation) Min. Proposed Front 4.5ft 4.5 ft Rear 3 ft 3 ft Side Oft Oft Parking Required Proposed Resident Parking 52 52 Visitor Parking 9 14 Bicycle Parking 4 4 OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE TO THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTIONS 26-121 OF THE WHEAT RIDGE CODE OF LAWS. WILLIAM LYONS, JR., MANAGER, CLEAR CREEK TERRACE, LLC. STATE OF COLORADO ) ) SS. COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20 BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR PROJECT TEAM: DEVELOPER / OWNER: CLEAR CREEK TERRACE, LLC. 6143 WILLOW DRIVE GREENWOOD VILLAGE, CO 80111 CONTACT: STEPHEN SUNDBERG PHONE: (720) 488-1600 SURVEYOR: ALTURA LAND CONSULTANTS 6551 S. REVERE PARKWAY, SUITE 165 CENTENNIAL, CO 80111 CONTACT: JESSE LUGO, PLS PHONE: (720) 488-1303 ARCHITECT: MNA, INC. 4521 E. VIRGINIA AVE. DENVER, CO 80246 CONTACT: DENNIS THOMPSON PHONE: (730) 635-3696 SURVEYOR'S CERTIFICATE I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK TERRACE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. (SURVEYOR'S SEAL) ALTURA LAND CONSULTANTS JESUS A. LUGO PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON COUNTY CLERK AND RECORDERS CERTIFICATE STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK M. ON THE DAY OF , A.D. IN BOOK , PAGE , RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY ENGINEER: DEWBERRY I J3 ENGINEERS, INC. 8100 EAST MAPLEWOOD AVE.; SUITE 150 GREENWOOD VILLAGE, CO 80111 CONTACT: DONNA BARRENTINE, PE PHONE: (303) 368-5601 LANDSCAPE ARCHITECT: OUTDOOR DESIGN GROUP 3690 WEBSTER STREET ARVADA, CO 80002 CONTACT: MATT CORRION, PLA, ASLA PHONE: (303) 993-4811 To request marking of underground facilities • 1 Know what's below. Call before you dig. Call 811 or visit call811.com for more information It is the contractor's responsibility to contact UNCC a minimum of 2 days priorto the start of construction operations. Dewberry I J3 Engineers Inc claims no responsibility for the underground facilities depicted in this plan set. M �J Z J W � V Z W W E I L x0 W J W W V W Q � W li J V W L U) W W W O V O w �C> > w Om � � � .. >O J c0 CD CU 0 co 0 a �� �� U U E t� F w � U Of O (D U Eh. a >� a� m r- pQ.� C oV op°� d m W � � 209 N ' o>� `o 0 d N 2�� 0 'Lon V 00 � Lu cc) �- •. A N 2M O �o O E co (9 co U w �J Z J W � V Z W W E I L x0 W J W W V W Q � W li J V W L U) W W W O V O w �C> > w Om LU j (D O o Q (D Z J 00 1 r-- Z) � .. >O J c0 CD >M 00 Z t�W p�000= 0 co 0 a �� �� LU � JW z a�a: t� F w � U Of O (D U � O m m E Z 0 CN d m d m N .6 Lo N Q d Q d d D V N Z oo� la�G NU) W C? i = O C J J J L moW N m Cal U U) U) 0 0 0 Z W 00 0 0 0 0 Lo � O M M N D o � o 0 M N — O Z6 Q NOT FOR �ONSTRUCTD01 m � RU L d L � � O m m E Z 0 CN d m d m Z .6 Lo N Q d Q d d D V N 22 4: I. CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE a SECTION OF SECTION 20 TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE 6TH P.M. IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 6BUFFER 70' ULTIMATE ROW 19.5' q TO LIP OF CURB FUTURE WEST HALF BY OTHERS 4' BIKE LANE Ti iR o nR I 4' BIKE LANE 10' LANE \RIES ,_6�1 7 MATCH =XIST�NG ► .EAR ZONE OTHERS) TABOR STREET: 2 LANE COLLECTOR WITH BIKE LANES 45' 8' PARKING 5' WALK 12' LANE 12' LANE 5' WALK 2.5' 2.5' I 2%� — % 2% 2% �2% 26' FIRE LANE CLEAR ZONE PRIMARY DRIVE A (TYPICAL) SCALE: 1" = 5' 13' TRAVEL LANE 13' TRAVEL LANE 2' CONC. PAN 1.0' LANDSCAPE BUFFER 2.0 FACE OF CURB TO FACE OF WALL I 13' TRAVEL 13' TRAVEL LANE LANE 0.8% 0.8% 6" SPILL CURB 6" CATCH CURB 26' EDGE OF PAVEMENT TO EDGE OF PAVEMENTE 26' FIRE LANE CLEAR ZONE ALLEY A SECTION (TYPICAL) SCALE: 1" = 5' - 3' MODERN SLAT FENCE (REQUIRED FOR WALLS GREATER THAN 30" IN HEIGHT) STAMPED OR COLORED CONCRETE TO BE CHOSEN BY OWNER AT TIME OF CONSTRUCTION 3.5' 4.5' A I h (EAST WALL ONLY) VARIES 26' EDGE OF PAVEMENT TO EDGE OF PAVEMENT 26' FIRE LANE CLEAR ZONE NOTES: 1, SEE APPROVED FINAL DRAINAGE REPORT BY DEWBERRY J3 ENGINEERS INC. INCLUDING GEOTECHNICAL REPORTS BY CTL THOMPSON, AND SUPPORTING GROUNDWATER INFILTRATION ANALYSIS FOR THE POROUS LANDS CAPE DETENTION (PLD) DESIGN. 2. STRUCTURAL DESIGN OF THE PLD WALLS WILL BE PERFORMED BY COLORADO LICENSED PROFESSIONAL STRUCTURAL ENGINEER. DRIVE AA (TYPICAL) SCALE: 1" = 5' PLD WALL W/ FOOTER 10' TRAVEL LANE 10' TRAVEL LANE —_ -1 � 2' CONC. PAN 3% I 3% 20' EDGE OF PAVEMENT TO EDGE OF PAVEMENT ALLEY C SECTION (TYPICAL) SCALE: 1" = 5' IN Iw 3 0 d 0 ICn ° 1", 6' WALK I I I I 1.7% 5' R.O.W. DEDICATION 1.0' LANDSCAPE BUFFER 2.0' FACE OF CURB TO FACE OF WALL I 13' TRAVEL 13' TRAVEL _ LANE LANE 0.8% 0.8 -vow - 6" _ 6" CATCH CURB 2% MIN. 4:1 MAX. GENERAL NOTES: 1. ALL PARKING SHALL BE IN CONFORMANCE NTH SECTION 26-501 OF THE WHEAT RIDGE CODE OF LAWS. 2. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 OF THE WHEAT RIDGE CODE OF LAWS. 3. ALL EXTERIOR LIGHTING SHALL BE IN CONFORMANCE NTH SECTION 26-503 OF THE WHEAT RIDGE CODE OF LAWS. 4. ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 OF THE CITY OF WHEAT RIDGE CODE OF LAWS AND MAY BE CONSTRUCTED FROM ANY COMBINATION OF THE FOLLOWING APPROVED MATERIALS: MASONRY, ORNAMENTAL IRON, AND WOOD. 5. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII OF THE WHEAT RIDGE CODE OF LAWS. 6. ARCHITECTURAL, SITE, AND STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM) AND STREETSCAPE DESIGN MANUAL. 7. SINGLE FAMILY ATTACHED ARCHITECTURE WALL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. S. FRONT ENTRY SHALL FACE PUBLIC RIGHT-OF-WAY OR OPEN SPACE. — 3' MODERN SLAT FENCE (REQUIRED FOR WALLS GREATER THAN 30" IN HEIGHT) 4.0' 4.5' PLD WALL W/ FOOTER 26' EDGE OF PAVEMENT TO EDGE OF PAVEMENT 26' FIRE LANE CLEAR ZONE STAMPED OR COLORED CONCRETE TO BE CHOSEN BY OWNER AT NOTES: TIME OF CONSTRUCTION (EAST WALL ONLY) 1. SEE APPROVED FINAL DRAINAGE REPORT BY DEWBERRY I J3 ENGINEERS INC. INCLUDING GEOTECHNICAL REPORTS BY CTL THOMPSON, AND SUPPORTING GROUNDWATER INFILTRATION ANALYSIS FOR THE POROUS LANDS CAPE DETENTION (PLD) DESIGN. 2. STRUCTURAL DESIGN OF THE PLD WALLS WILL BE PERFORMED BY COLORADO LICENSED PROFESSIONAL STRUCTURAL ENGINEER. ALLEY B (TYPICAL) SCALE: 1' = 5' To request marking of underground facilities 1 Know what's below. Cull before you dig. Call 811 orvisitcal1811.com for more information It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start of construction operations. Dewberry I J3 Engineers Inc, Inc claims no responsibility for the underground facilities depicted in this plan set. LIST OF ACRONYMS AND ABBREVIATIONS AC ACRE LF LINEAR FOOT ADA AMERICANS WITH DISABILITY ACT LP LOW POINT ASSY ASSEMBLY MAX MAXIMUM BLDG BUILDING MH MANHOLE BO BLOW OFF M METER BMP BEST MANAGEMENT PRACTICES MIN MINIMUM BNDY BOUNDARY MSE MECHANICALLY STABILIZED EARTH BW BOTTOM OF WALL N.T.S. NOT TO SCALE CDPHE COLORADO DEPARTMENT OF PUBLIC NO. NUMBER �� HEALTH AND ENVIRONMENT PL, R PROPERTY LINE CDS CONSTRUCTION DOCUMENTS PLD POROUS LANDSCAPE DETENTION CO CLEAN OUT PROP PROPOSED CFS CUBIC FEET PER SECOND RCP REINFORCED CONCRETE PIPE CL, CENTERLINE ROW RIGHT OF WAY CLR CLEARANCE SAN SANITARY SEWER CMP CORRUGATED METAL PIPE SEC SECTION CONC CONCRETE SF SQUARE FEET DIA DIAMETER STA STATION DTL DETAIL STD STANDARD DOM. DOMESTIC STM STORM SEWER E.A.E. EMERGENCY ACCESS EASEMENT SWMP STORMWATER MANAGEMENT PLAN ELEV ELEVATION TB THRUST BLOCK EOA EDGE OF ASPHALT TBOC TOP BACK OF CURB EDP EDGE OF PAVEMENT TEMP TEMPORARY EVA EMERGENCY VEHICLE ACCESS TOF TOP OF FOUNDATION EX EXISTING TOP TOP OF PIPE FH FIRE HYDRANT TOS TOP OF SLAB FL, FL FLOW LINE TW TOP OF WALL FT FOOT TYP TYPICAL FUT FUTURE U.E. UTILITY EASEMENT GV GATE VALVE UDFCD URBAN DRAINAGE AND FLOOD CONTROL HDPE HIGH DENSITY POLYETHELENE N DISTRICT HGL HYDRAULIC GRADE LINE VERT VERTICAL HORZ HORIZONTAL W/ WITH HP HIGH POINT WA WATER LINE HW HEAD WALL WQ WATER QUALITY INT INTERSECTION OR INTERCEPT WQCV WATER QUALITY CAPTURE VOLUME INV INVERT WSEL WATER SURFACE ELEVATION IRR IRRIGATION YR YEAR — 3' MODERN SLAT FENCE (REQUIRED FOR WALLS GREATER THAN 30" IN HEIGHT) 4.0' 4.5' PLD WALL W/ FOOTER 26' EDGE OF PAVEMENT TO EDGE OF PAVEMENT 26' FIRE LANE CLEAR ZONE STAMPED OR COLORED CONCRETE TO BE CHOSEN BY OWNER AT NOTES: TIME OF CONSTRUCTION (EAST WALL ONLY) 1. SEE APPROVED FINAL DRAINAGE REPORT BY DEWBERRY I J3 ENGINEERS INC. INCLUDING GEOTECHNICAL REPORTS BY CTL THOMPSON, AND SUPPORTING GROUNDWATER INFILTRATION ANALYSIS FOR THE POROUS LANDS CAPE DETENTION (PLD) DESIGN. 2. STRUCTURAL DESIGN OF THE PLD WALLS WILL BE PERFORMED BY COLORADO LICENSED PROFESSIONAL STRUCTURAL ENGINEER. ALLEY B (TYPICAL) SCALE: 1' = 5' To request marking of underground facilities 1 Know what's below. Cull before you dig. Call 811 orvisitcal1811.com for more information It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start of construction operations. Dewberry I J3 Engineers Inc, Inc claims no responsibility for the underground facilities depicted in this plan set. W J V d �. Z Uj W2 H d he0 W J W \W V W Q W li J V W N N Z 0 V W J Q V L H Z UjN Z J 9 Z W 0 W UCDLO C o ca m W � of fA yE a 8 z (D N aim �O c'� c 00 D E z ° `o U od m W 0p U) V W Q 0- o— c OW �♦ W oul C w P wgf0'6 E _j N �o (D m d W -0080w �� C _ U) OAC W J V d �. Z Uj W2 H d he0 W J W \W V W Q W li J V W N N Z 0 V W J Q V L H Z UjN Z J 9 Z W 0 N0F0R CONSTRUCTION W Go o ca m W J of Q m z d J �O D E z O m J_ 0p U) V V OW m m w w P Q _j O u d W �� ao C� _ U) OAC � U) LLI M V M N W N0F0R CONSTRUCTION m Go R () N d ■ � E z O m m y £ wD U LO e L m m w Z P u y d d D _ V 1 _ U) U) W M N 0 J J J .O aaaQ0 F F F U N Z mmmoW U) U) U C D Q Z C Cy)I = = 0 0 L N N N 2 LD m D 0 N D /\ 0 L CO o = ,0 olZ CO N = IJ N0F0R CONSTRUCTION m Go R () N d ■ � E z O m m y £ wD U LO e L m m w Z P u y d d D _ V 1 _ U) 7.5:1 ASPHALT TRANSITI( EX. FIRE HYDRANT PEDESTRIAN LIGHT (TYP „I EX. OVERHEAD ELEC. LINE TO BE BURIED (BY XCEL ENERGY) 10' U.E 1 (REC. NO. F1693798) U 5' ROW DEDICATION (TO CITY OF WHEAT RIDGE BY PLAT) I U TABOR STREET CL 15' FRONT SETBACK 22' EX EOP-EX EOP (VARIES) -7,7., 6' AMENITY ZONE 4' SIDEWALK (TYP.) 6' SIDEWALK (PUBLIC) 4' BICYCLE LANE EX. PROPERTY LINE w U ( PROP. PROPERTY LINE ::j (AFTER FUTURE 5' DEDICATION) ADA CURB RAMP 35.0' TABOR ST. TO PROPERTY LINE ADA CURB RAMP - EX. 0 LEGEND: I PROPERTY BOUNDARY/LOT LINE: IN THE CITY OF WHEAT RIDGE, COUNTY STREET (i: OF MINIMUM SET BACK LINE: N EX. FENCE: PET WASTE RECEPTACLE ( TYP) W_ �o 0 I� BOUNDARY RETAINING WALL MAX HT. 1.4' PR. STREET LIGHT: fA PR. CONCRETE: m 0 02 SANITARY SERVICE LATERAL: 1n WATER SERVICE LATERAL: 0 12 1 � EX. 0 LEGEND: W v Z Z m LU ~ 0 o 0 U PROPERTY BOUNDARY/LOT LINE: IN THE CITY OF WHEAT RIDGE, COUNTY STREET (i: OF MINIMUM SET BACK LINE: EX, 5' U.E.PROPERTY EX. FENCE: PET WASTE RECEPTACLE ( TYP) PR. FENCE: �o 0 PR. CURB AND GUTTER: BOUNDARY RETAINING WALL MAX HT. 1.4' PR. STREET LIGHT: fA PR. CONCRETE: m PARKING COUNT- 02 SANITARY SERVICE LATERAL: 1n WATER SERVICE LATERAL: 0 CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO ZONING: R-3 `BENCH (TYP) / /-PET WASTE RECEPT TRACT A (OPEN SPACE) 515151 LOT 1 I TYPE B � °e © f 2' CONIC. PAN LOT 2 TYPE B p OQ W 66.0'H ' LOT 3 22.0' a m TYPE B v _ U ° BLDG. d a LOT 4 J TYPE B a LOT 5 TYPE B 66.0' LOT 6 15' TYPE B STOP SIGN RACT A (OPEN SPACE 45' 34' - APART OF THE NE SECTION OF SECTION 20 TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE 6TH P M I_ II W v Z Z m LU ~ 0 o 0 U IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. EX, 5' U.E.PROPERTY ZONING: A-7 PET WASTE RECEPTACLE ( TYP) i I (REC. NO. F1893798) BOUNDARY RETAINING WALL MAX HT. 1.4' BENCH (TYP) fA LOT 7 m h r7 aim Call before you dig. TURGEON <0 `� U od Call 811 or visit call811.com LJJ0.0 R 302.78' for more information SUBDIVISION 5.0' 7.3' EX. 5' J. E. m LOT 12 R-3 0) o d c 'io mz ONC. MAINTENANCE LOT 13 W CRUSHED STONE LEVELING PAD FOUNDATION SOIL 0-00M0LU Lo o d w (DEC. NO. F1893798) 'CESS RAMP TYPE C J ° n - - responsibility for the underground facilities TRACT A(OPEN SPACE) i J a J I< a D (TO BE VACATED) N I_ II W v Z Z m LU ~ 0 o 0 U I To request marking of underground facilities 20' UCDLO C i I �I � LOT 17 2 .0' 6' WOODEN LOT 8 TYPE B EOPtEOP PERIMETER FENCE TYPE B 5' WALK O� A A 2 67.0' 67.0' F LOT 7 LOT 18 PROPOSED 6' WOODEN TYPE C TYPE C 22.5' PERIMETER FENCE (TMP) E) 0 v v'. TRACT A (OPEN SPA URGEON o° v ° SUBDIVISION veva ° ° o ZONING: R-2 STREET LIGHTADA CURB PROPOSED 3' MODERN SLAT FENCE (T�) PRIMARY DRIVE A (PRIVATE) FIRE HYDRANT RAMP (TYP) (TYP) (ASPHALT) �' RETAINING WALL TRACT B ACCESS 22'(TYP) 8' (TYP) NO PARKIN q EX. 5' UTILITY EASEMENT REC, NO.: F1893798 (TO BE VACATED BY PLAT) POROUS LANDSCAPE SE DETENTION PLD TRACT D AND DRAINAGE ESMT. 6" CONC. CURB (TYP) 1' LANDSCAPE BUFFER 13' TRAVEL 3' MODERN SLAT FENCE REQUIRED FOF WALLS LANE GREATER THAN 30" IN HEIGHT. PLD WALL W/ FOOTER 5.0' 0.8�► 11.78' �{ 2.0' 4.0' 4.5' 4: 1 ASPHALT 2' VERTICAL � , CATCH CURB EX. GRADE W v Z Z m LU ~ 0 o 0 U �I To request marking of underground facilities 20' UCDLO C N 2 � fA y E a 8 m h r7 aim Call before you dig. P <0 `� U od Call 811 or visit call811.com LJJ0.0 R W a- �r for more information (D0 UNREINFORCED CONCRETE OR LINE ENTIRE SPAN OF GROUND DRAIN EX. 5' J. E. m LOT 12 It is the contractor's responsibility to contact 0) o d c 'io mz U) LOT 13 W CRUSHED STONE LEVELING PAD FOUNDATION SOIL 0-00M0LU Lo d of 00'u d w (DEC. NO. F1893798) Dewberry I J3 Engineers Inc, Inc claims no TYPE C J ° 2 - - responsibility for the underground facilities TYPE C J a J I< a Q D (TO BE VACATED) N MAIN 144 m m m 0Z o Lu FUTURE CONNECTION I TYPICAL SINGLE RETAINING WALL SECTION ACC E S GATE n n CO TO ADJACENT DEVELOPMENT i SCALE =NITS p p p Q s7.o' LOT 2 LOT 11 LOT 14 22 0' I 31'I TURGEON TYPE B TYPE B SUBDIVISION ZONING: R-2 o 02� W G SEPARATION LOT 15 TYPE BLOT F TYPE B 2 .0' PATIO SEPARATI N J 26' ACCESS ESMT m Q U ° d = BLDG. a BLDG. v 2 ¢z 3 m N F 67.0' a PATH LIGHT �, Q - LOT 9 TYPE B 0 (TYp) LOT 16 0° WI J TRACT D TYPE B J POROUS LANDSCAPE 2 O Q DETENTION POND (PLD) VOLUME: 0.291 AC -FT ESS ESMT o' LOT 17 2 .0' 6' WOODEN LOT 8 TYPE B EOPtEOP PERIMETER FENCE TYPE B 5' WALK O� A A 2 67.0' 67.0' F LOT 7 LOT 18 PROPOSED 6' WOODEN TYPE C TYPE C 22.5' PERIMETER FENCE (TMP) E) 0 v v'. TRACT A (OPEN SPA URGEON o° v ° SUBDIVISION veva ° ° o ZONING: R-2 STREET LIGHTADA CURB PROPOSED 3' MODERN SLAT FENCE (T�) PRIMARY DRIVE A (PRIVATE) FIRE HYDRANT RAMP (TYP) (TYP) (ASPHALT) �' RETAINING WALL TRACT B ACCESS 22'(TYP) 8' (TYP) NO PARKIN q EX. 5' UTILITY EASEMENT REC, NO.: F1893798 (TO BE VACATED BY PLAT) POROUS LANDSCAPE SE DETENTION PLD TRACT D AND DRAINAGE ESMT. 6" CONC. CURB (TYP) 1' LANDSCAPE BUFFER 13' TRAVEL 3' MODERN SLAT FENCE REQUIRED FOF WALLS LANE GREATER THAN 30" IN HEIGHT. PLD WALL W/ FOOTER 5.0' 0.8�► 11.78' �{ 2.0' 4.0' 4.5' 4: 1 ASPHALT 2' VERTICAL � , CATCH CURB EX. GRADE 6" THICK BIOLITE FILTRATION AND GROWING MEDIA STAMPED OR COLORED CONCRETE TO BE W CHOSEN BY OWNER AT TIME OF CONSTRUCTION 0 TYPICAL PLD SECTION A -A H Z EX. 5' UTILITY EASEMENT CWC REC. NO.: F1893798 W G (TO BE VACATED) F d 3' MODERN SLAT FENCE POROUS LANDSCAPE DETENTION REQUIRED FOR WALLS 0 (PLD) GREATER THAN 30" IN W J LL TRACTID AND DRAINAGE ESMT. HEIGHT W W LANDSCAPE Q 5.0' 259.1' AREA PLD WALL � W/ FOOTER PRIVATE {{ j DRIVE AA - - 6" THICK BIOLITE FILTRATION J AND GROWING MEDIA TYPICAL PLD SECTION B -B POROUS LANDSCAPE DETENTION POND (PLD) SCALE = NTS 71. MAX HT. 3.0' EASEMENT STRIPES (T ) PROPERTY w Lu- ca BOUNDARY � t> >CD HANDRAIL REQUIRED ON WALLS VARIES W J > CD m Z GREATER THAN 30" HIGH W J 0 o Q a Cl) KEYSTONE CAP OR EQUIVALENT 8" MIN. LOW PERMEABLE SOIL W > M > v Z v o p O LL1 W ° °. TRACT C (OPEN SPACE) N89'12'50"E 32.2 rn U EX. 5' U.E. (PER RECORDED PLAT) w 09- PROPERTY BOUNDARY) PROP. 6' WOODEN PERIMETER FENCE (TYP.) COMMUNITY MAIL KIOSK (TYP.) INVERTED 'U' BICYCLE RACK -7.5:1 ASPHALT TRANSITION RETAINING WALL MAX HT. 3.0' LV 1 7 DAVISHER MINOR SUBDIVISION ZONING: R-1 4' WALK EX. 5' U.E. (DEC. NO. F1693798) a N ZONING: R-3 a 7 w 0 x N w 0 x O m in N U 04w BLDG. Uj �w 04 w C 4 09 o H mll• p p mll I Bj� , m�IL i 9 W v Z Z m LU ~ 0 o 0 U �I To request marking of underground facilities UCDLO C N UNIT DRAINAGE FILL OR 3/4" WALL DRAIN � fA y E a 8 m (D aim Call before you dig. P <0 `� U od Call 811 or visit call811.com LJJ0.0 R W a- �r for more information (D0 UNREINFORCED CONCRETE OR LINE ENTIRE SPAN OF GROUND DRAIN G m m �� o LU gf00 DT' E It is the contractor's responsibility to contact 0) o d c 'io mz U) 9 m W CRUSHED STONE LEVELING PAD FOUNDATION SOIL 0-00M0LU Lo d of 00'u d w 6" THICK BIOLITE FILTRATION AND GROWING MEDIA STAMPED OR COLORED CONCRETE TO BE W CHOSEN BY OWNER AT TIME OF CONSTRUCTION 0 TYPICAL PLD SECTION A -A H Z EX. 5' UTILITY EASEMENT CWC REC. NO.: F1893798 W G (TO BE VACATED) F d 3' MODERN SLAT FENCE POROUS LANDSCAPE DETENTION REQUIRED FOR WALLS 0 (PLD) GREATER THAN 30" IN W J LL TRACTID AND DRAINAGE ESMT. HEIGHT W W LANDSCAPE Q 5.0' 259.1' AREA PLD WALL � W/ FOOTER PRIVATE {{ j DRIVE AA - - 6" THICK BIOLITE FILTRATION J AND GROWING MEDIA TYPICAL PLD SECTION B -B POROUS LANDSCAPE DETENTION POND (PLD) SCALE = NTS 71. MAX HT. 3.0' EASEMENT STRIPES (T ) PROPERTY w Lu- ca BOUNDARY � t> >CD HANDRAIL REQUIRED ON WALLS VARIES W J > CD m Z GREATER THAN 30" HIGH W J 0 o Q a Cl) KEYSTONE CAP OR EQUIVALENT 8" MIN. LOW PERMEABLE SOIL W > M > v Z v o p O LL1 W ° °. TRACT C (OPEN SPACE) N89'12'50"E 32.2 rn U EX. 5' U.E. (PER RECORDED PLAT) w 09- PROPERTY BOUNDARY) PROP. 6' WOODEN PERIMETER FENCE (TYP.) COMMUNITY MAIL KIOSK (TYP.) INVERTED 'U' BICYCLE RACK -7.5:1 ASPHALT TRANSITION RETAINING WALL MAX HT. 3.0' LV 1 7 DAVISHER MINOR SUBDIVISION ZONING: R-1 4' WALK EX. 5' U.E. (DEC. NO. F1693798) a N ZONING: R-3 a 7 w 0 x N w 0 x O m in N U 04w BLDG. Uj �w 04 w C 4 09 o H mll• p p mll I Bj� , m�IL i 9 TRACT B 80 8.5' (TYP. b aee e e 61.6' 18. (TIP.) OC 2 �° m 0 e TR C C N U N W BLDG. N m N " -j OPE ° PA; vo Ow 0 0 0�- Z 1 n ill' I I II d� v N89 °49'52"W 17.0' EX. 5' J. E. (REG NO. `1893798) 0 u 0 v U °f LJ 170.71' BARBECUE GRILL 12.0' RETAINING WALL PAVILION MAX HT. 2.2' i 19 cc J E- 0 00 0 CL KEYSTONE (TW) 4�� REINFORCED SOIL a 0 ao CLu 26' ACCESS ESMT (OR APPROVABLE EQUAL) GRID REINFORCEMENT W to 11- STANDARD UNIT TYPE AND DESIGN PER GEOTEXTILE FABRIC (MAX 4 MANUFACTURER'S SPECIFICATIONS). (BW) ) I APPROXIMATE LIMITS OF EXCAVATION W v Z Z m LU ~ 0 o 0 U �I To request marking of underground facilities III N UNIT DRAINAGE FILL OR 3/4" WALL DRAIN m Call before you dig. CRUSHED ROCK OR STONE 3/4" CRUSHED ROCK OR STONE TO M Call 811 or visit call811.com L m for more information Z UNREINFORCED CONCRETE OR LINE ENTIRE SPAN OF GROUND DRAIN G m m r £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start mz U) 9 m W CRUSHED STONE LEVELING PAD FOUNDATION SOIL .. U Lo d of 00'u d w Z Dewberry I J3 Engineers Inc, Inc claims no .0 J ° 2 - - responsibility for the underground facilities J a J I< a Q D GEOTEXTILE FABRIC PERMEATED GROUND DRAIN N TRACT B 80 8.5' (TYP. b aee e e 61.6' 18. (TIP.) OC 2 �° m 0 e TR C C N U N W BLDG. N m N " -j OPE ° PA; vo Ow 0 0 0�- Z 1 n ill' I I II d� v N89 °49'52"W 17.0' EX. 5' J. E. (REG NO. `1893798) 0 u 0 v U °f LJ 170.71' BARBECUE GRILL 12.0' RETAINING WALL PAVILION MAX HT. 2.2' i 19 cc J E- 0 00 0 CL KEYSTONE (TW) 4�� REINFORCED SOIL a 0 ao CLu 26' ACCESS ESMT (OR APPROVABLE EQUAL) GRID REINFORCEMENT W to 11- STANDARD UNIT TYPE AND DESIGN PER GEOTEXTILE FABRIC (MAX 4 MANUFACTURER'S SPECIFICATIONS). (BW) ) I APPROXIMATE LIMITS OF EXCAVATION W v Z Z m LU ~ 0 o 0 U To request marking of underground facilities N UNIT DRAINAGE FILL OR 3/4" WALL DRAIN m Call before you dig. CRUSHED ROCK OR STONE 3/4" CRUSHED ROCK OR STONE TO M Call 811 or visit call811.com L m for more information Z UNREINFORCED CONCRETE OR LINE ENTIRE SPAN OF GROUND DRAIN G m m r £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start mz U) 9 m W CRUSHED STONE LEVELING PAD FOUNDATION SOIL .. U Lo d of 00'u d w Z Dewberry I J3 Engineers Inc, Inc claims no .0 J ° 2 - - responsibility for the underground facilities J a J I< a Q D GEOTEXTILE FABRIC PERMEATED GROUND DRAIN N m m m 0Z o Lu FUTURE CONNECTION I TYPICAL SINGLE RETAINING WALL SECTION n n CO TO ADJACENT DEVELOPMENT i SCALE =NITS p p p Q I I LOT 3 FIGHTMASTER SUBDIVISION ZONING: R-3 I COMMUNITY GARDEN (6 - 4'X8' RAISED PLANTERS) 20 0 10 20 40 ( 1x FEET ) 1 inch = 20 fL Z W W W I C 0 0 L N N N a7 D 0 a: N D /\ r 0 \/ 0 CO N IJ z To request marking of underground facilities CONSTRUCTION Know what's below. m Call before you dig. 3 U M Call 811 or visit call811.com L m for more information d 2 0 G m m r £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start Q 9 m 9 m o of construction operations. .. U Lo d of 00'u d w Z Dewberry I J3 Engineers Inc, Inc claims no .0 C) %_ C) y responsibility for the underground facilities _ depicted in this plan set. d D V N I FO EX. 4' SAN. MH C� (TYP.) \ I HE EX. FIRE 2 HYDRANT Iai • I �„I w/ � PROPERTY LINE fA N y E a 8 ~ (AFTER 5' DEDICATION) U �O , �d EX. OVERHEAD ELEC. LINE A ��° TO BE BURIED O W (BY XCEL ENERGY) J I% I D 019TLU EX. PROPERTY LINE G m m M!I IR d 0) 1 Uj UJ EX. 10' U.E ; R vW (REC. NO. F1693798) ' . of 5' ROW DEDICATION { O Dewberry I J3 Engineer, Inc claims no (TO CITY OF WHEAT RIDGE O V BY PLAT) N W , RI C d TABOR STREET CE z L V � d n D V 0 IL 00 O �w J 3/4” WATER SERVICE �I LATERAL TAP AND SADDLE CONNECTION (TYP) 35' TABOR ST. q TO PROPERTY BOUNDARY EX. 4' SAN. MH (TYP.) w II 8-X6" TEE W/ GV (TYP.) CONNECT TO EX. 8" SAN W/ 4' SAN MH (TYP.) U CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO ONING: R-3 13'X15'U.E. 13'X5'U.E. POCKET ESMT POCKET ESMT 18" DIA. DB W/ DOME GRATE 4' SAN MH (TYP.) t6 ...........�- �! TRACT A (OPEN SPACE) k k k LOT 1 Rs° I NJ IN A PART OF THE NE a SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. EX. u.t. PROPERTY (REC. NO F1RQ�7' .ONING: A. BOUNDARY LG 10" DIA. DB W/ STD. GRATE MAINTENANCE TURGEON ACCESS RAMP — ------ SUBDIVISION 15" DIA. DB W/ STD. GRATE ZONING' R-3 10- HOPE TYPE L RIPRAP ACT•A (OPEN SPAC (OUTLET PROTECTION k k k D 10" HDPE D k k k 18" 1 IA. / STD. G ATE 10" IA. DB W E RATE - — LOT 12 LOT 13 I I EX. 5' U.E. XAT. SERVICE (REC. NO. F1893798) R L AND METERL AND METER R 4' SAN MH (TO BE VACATED BY PLAT) LG LOT 14 �I� `,� TURGEON LOT 11 SUBDIVISION o R 25' SAN. U.E. J ZONING: R-2 I! w LOT 10 LOT 15 o �R 26 ACCESS ESMT IA. DB W/ DOME G ATE ROOF DRAIN CONN m BLDG. R < CNP) B 3 G. ~ 2 a VARIABLE WIDTH LOT 16 h �I.LI �. •I • • - • • 0. Ills�k7 Fl1It 1 • /�_ ©a u V■■i�� � © 111 • :� _ ja i �---IIIIIIIIIII� Imo --IIIA � � P1r , —12.5'- - - - - PRIMARY I 8 SAN a -- ----- 4' SAN MIR ------------- 10 10 U.E. ° 'R R R °.�� ° ° p R • R v R TRACT C (OPEN SPACE) I JEL0,1 EX. (PER RECORDED PLAT) CONCRETE HEADWALL - (REC NO. F1893798) AT STM PIPE DRAINAGE SWALE PROPERTY BOUNDARY I SYMBOLS AND LINETYPES LEGEND CENTER LINE OF STREET EX. WATERLINE W/ VALVE & TEE WLto WL BOUNDARY LINE EX. SANITARY SEWER W/ MANHOLE RIGHT OF WAY LINE SAN LOT LINE EX. SANITARY SEWER FORCE MAIN F EASEMENT LINE EX. STORM SEWER W/ INLET & F.E.S. PROPOSED CONTOURS n 5800 EX. UNDERGROUND ELECTRICITY LINE E E EXISTING CONTOURS EX. OVERHEAD ELECTRICITY LINE ---=—_ZO� __ --- OHE EX. GAS LINE WATERLINE W/ GATE VALVE & TEE GAS GAS SANITARY SEWER W/ MANHOLE STORM SEWER W/ INLET & F.E.S. 30014 SWALE CURB & GUTTER EX. CURB & GUTTER STREET LIGHT 0 FO FO EX. FIRE HYDRANT C� is, K FLOW ARROW HE �� 2 3> Iai • W � D oo fA N y E a 8 ~ W aim ��II �d c 00, I NJ IN A PART OF THE NE a SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. EX. u.t. PROPERTY (REC. NO F1RQ�7' .ONING: A. BOUNDARY LG 10" DIA. DB W/ STD. GRATE MAINTENANCE TURGEON ACCESS RAMP — ------ SUBDIVISION 15" DIA. DB W/ STD. GRATE ZONING' R-3 10- HOPE TYPE L RIPRAP ACT•A (OPEN SPAC (OUTLET PROTECTION k k k D 10" HDPE D k k k 18" 1 IA. / STD. G ATE 10" IA. DB W E RATE - — LOT 12 LOT 13 I I EX. 5' U.E. XAT. SERVICE (REC. NO. F1893798) R L AND METERL AND METER R 4' SAN MH (TO BE VACATED BY PLAT) LG LOT 14 �I� `,� TURGEON LOT 11 SUBDIVISION o R 25' SAN. U.E. J ZONING: R-2 I! w LOT 10 LOT 15 o �R 26 ACCESS ESMT IA. DB W/ DOME G ATE ROOF DRAIN CONN m BLDG. R < CNP) B 3 G. ~ 2 a VARIABLE WIDTH LOT 16 h �I.LI �. •I • • - • • 0. Ills�k7 Fl1It 1 • /�_ ©a u V■■i�� � © 111 • :� _ ja i �---IIIIIIIIIII� Imo --IIIA � � P1r , —12.5'- - - - - PRIMARY I 8 SAN a -- ----- 4' SAN MIR ------------- 10 10 U.E. ° 'R R R °.�� ° ° p R • R v R TRACT C (OPEN SPACE) I JEL0,1 EX. (PER RECORDED PLAT) CONCRETE HEADWALL - (REC NO. F1893798) AT STM PIPE DRAINAGE SWALE PROPERTY BOUNDARY I SYMBOLS AND LINETYPES LEGEND CENTER LINE OF STREET EX. WATERLINE W/ VALVE & TEE WLto WL BOUNDARY LINE EX. SANITARY SEWER W/ MANHOLE RIGHT OF WAY LINE SAN LOT LINE EX. SANITARY SEWER FORCE MAIN F EASEMENT LINE EX. STORM SEWER W/ INLET & F.E.S. PROPOSED CONTOURS n 5800 EX. UNDERGROUND ELECTRICITY LINE E E EXISTING CONTOURS EX. OVERHEAD ELECTRICITY LINE ---=—_ZO� __ --- OHE EX. GAS LINE WATERLINE W/ GATE VALVE & TEE GAS GAS SANITARY SEWER W/ MANHOLE STORM SEWER W/ INLET & F.E.S. 30014 SWALE CURB & GUTTER EX. CURB & GUTTER STREET LIGHT 0 FO FO EX. FIRE HYDRANT C� FIRE HYDRANT K FLOW ARROW 4 O SLOPE ARROW 2 STREET SIGN L ZI' LOT 1 0 °r° DAVISHER r, MINOR SUBDIVISION ZONING: R-1 24" DIA. DB W/ STD. GRATE 4' SAN MH (TYP EX. 5' U.E. _ (REC. NO. F1693798) DRAINAGE SWALE 1 I Dv R v eW ° I^ D N ZONING: R-3 U. M N 0 J v LO N BLDG. N o 5 0 4 O O J v EX. 5' U.E. (Pro Kin r�noz�asz\ 12" DIA. DB W/ DOME Imo._ II�rF—� N N O J 15' SAN. 511 3/4" K C( t0 N 0 J 1:10 HEIN Mull — — DTZ`HDPE 1- 12" HDPE 12" DIA. DB W/ DOME GRATE / CONNECT TO EX. 12" HDPE STUB - EX. 5' STM. MH LOT 3 FI HTMAST S BDIVIS Z EX. 15' DRAINAGE EASEMENT TO PROVIDE STM. OUTFALL TO EX. STM. SEWER IN 44TH AVE. a (BY SEPARATE DOCUMENT) (THIS SHEET) MATCH LINE MATCH LINE (THIS SHEET) PROPERTY LINE EX. 5' U.E. (PER RECORDED PLAT) EX. 15' DRAINAGE EASEMENT PROVIDE STM. OUTFALL TO STM. SEWER ALONG 44TH A EX. 5' STM. MH EX. b- SIM. MH (TYP.) U W. 44TH AVE. — — (66' ROW) N EX. 36" CMP STM I w s7N SW S7Y 7N — 200 10 20 40 ( IN FEET ) 1 inch = 20 ft. A N N EX. 24" STORMWATER OUTFALL BUILT PER APPROVED RIVERSIDE TERRACE CONSTRUCTION PI ANS 6' ROW — EX. 36" CMP STM — s s>.v MY — ss n ss — Cn LO N BLDG. N o 5 0 0 J J EX. 5' U.E. (Pro Kin r�noz�asz\ 12" DIA. DB W/ DOME Imo._ II�rF—� N N O J 15' SAN. 511 3/4" K C( t0 N 0 J 1:10 HEIN Mull — — DTZ`HDPE 1- 12" HDPE 12" DIA. DB W/ DOME GRATE / CONNECT TO EX. 12" HDPE STUB - EX. 5' STM. MH LOT 3 FI HTMAST S BDIVIS Z EX. 15' DRAINAGE EASEMENT TO PROVIDE STM. OUTFALL TO EX. STM. SEWER IN 44TH AVE. a (BY SEPARATE DOCUMENT) (THIS SHEET) MATCH LINE MATCH LINE (THIS SHEET) PROPERTY LINE EX. 5' U.E. (PER RECORDED PLAT) EX. 15' DRAINAGE EASEMENT PROVIDE STM. OUTFALL TO STM. SEWER ALONG 44TH A EX. 5' STM. MH EX. b- SIM. MH (TYP.) U W. 44TH AVE. — — (66' ROW) N EX. 36" CMP STM I w s7N SW S7Y 7N — 200 10 20 40 ( IN FEET ) 1 inch = 20 ft. A N N EX. 24" STORMWATER OUTFALL BUILT PER APPROVED RIVERSIDE TERRACE CONSTRUCTION PI ANS 6' ROW — EX. 36" CMP STM — s s>.v MY — ss n ss — Cn V > w o Z LU cc L J UCD C LID L W � D oo fA N y E a 8 ~ W aim J �d c 00, A ��° 0Aw U d O W E J I% W a� a- ar J~O 019TLU _ G m m LU gn o fD'E d 0) o d � c 'M Uj UJ I,L V vW 00 U° Mow 0 . of W V > w o Z LU cc L J Q � L W Z D oo LU ~ W � J �d 0o - W O O LU W J I% > J~O 019TLU Q G m m V d UNCC a minimum of 2 days prior to the start co 04 Uj UJ I,L V vW C 0 . of W O Dewberry I J3 Engineer, Inc claims no O V N N V > w o m W j � Q � z W D oo m m Call before you dig. J — 0o Cl) V M OW 00 m I% 4z J~O 019TLU oIL G m m £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start co 04 W OAC 11�Zco C 0 . of W C) Dewberry I J3 Engineer, Inc claims no V M N W C d _ _ � d n To request marking of underground facilities � I CONSTRUCTION Know what's below. m m Call before you dig. 3U Call 811 or visit call811.com m for more information . o 0 G m m £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start Z0 9 m 9 m 11�Zco .. y . of W Z Dewberry I J3 Engineer, Inc claims no M N responsibility for the underground facilities d _ _ depicted in this plan set. d D V 0 O Q Q Q ? O F F F U Z mmmoW cocoC 00o Q W rn 00 0 C 0 0 0 L N N N a Lo D 0 N /\ 0 L6 IL CO o , o O CO N r RO z IJ To request marking of underground facilities � I CONSTRUCTION Know what's below. m m Call before you dig. 3U Call 811 or visit call811.com m for more information . o 0 G m m £ It is the contractor's responsibility to contact UNCC a minimum of 2 days prior to the start Z0 9 m 9 m of construction operations. .. y . of . w Z Dewberry I J3 Engineer, Inc claims no C) y responsibility for the underground facilities d _ _ depicted in this plan set. d D V N ry LU z D 0 LU J n LO LANDSCAPE PLANT LIST 0 0 C 0 42) CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE 4 SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RNGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. DECIDUOUS SHADE TREES 15 Armstrong Juniper ARJ 3 Arcadia Juniper MMP 23 Miniature Mugo Pine SMP 21 Slowmound Mugo Pine MATURE MATURE WATER BEY SIZEAND Bright Edge Yucca SYMBOL QTY COMMON NAME BOTANICAL NAME Medium Sun / Part Shade 5 Gallon Cont SUN/SHADE 24 Low Sun / Part Shade 5 Gallon Cont 34 18-24" HEIGHT SPREAD USE 34 CONDITION Low RSM 3 Red Sunset Maple Acer rubrum Red Sunset 40-50' 30-40' Medium Sun 2" Cal., B&B SIZE: 5-10" SHL 4 Shademaster Honeylocust Gleditsia triacanthos inermis'Shademaster' 40-50' 30-40' Low Sun 2" Cal., B&B NRG 4 Northern Red Oak Quercus rubra 40-60' 40-60' Medium Sun 2" Cal., B&B GRL 2 Greenspire Linden Tilia cordata'Greenspire' 30-40' 25-35' Medium Sun 2" Cal., B&B ORNAMENTAL TREES MATURE MATURE WATER SIZE AND SYMBOL QTY COMMON NAME BOTANICAL NAME SUN/SHADE HEIGHT SPREAD USE CONDITION RMG 7 Rocky Mountain Glow Maple Acer grandidentatum Rocky Mountain Glow 20-30' 20-30' Low Sun 2" Cal., B&B EAR 3 Eastern Redbud Cercis canadensis 20-30' 20-30' Medium Shade / Part Shade 2" Cal., B&B TCH 6 Thornless Cockspur Hawthorn Crataegus crus-galli inermis 15-25' 15-20' Low Sun 2" Cal., B&B JTL 4 Japanese Tree Lilac Syringa reticulata 15-25' 15-20' Low Sun / Part Shade 2" Cal., B&B EVERGREEN TREES Z MATURE MATURE WATER SIZEAND SYMBOL. QTY COMMON NAME BOTANICAL. NAME rn 00 0 SUN/SHADE HEIGHT SPREAD USE CONDITION PIN 1 Pinon Pine Pinus edulis 20-30' 10-20' Low Sun 6' ht, B&B CGB 3 Compact Gem Bosnina Pine Pinus le ucodermis 'Compact Gem' 10-15' 5-8' Low Sun / Part Shade 6' ht, B&B DECIDUOUS SHRUBS M N Z 0 MATURE MATURE WATER SIZE AND SYMBOL QTY COMMON NAME BOTANICAL NAME SUN/SHADE HEIGHT SPREAD USE CONDITION ORB 18 Orange Rocket Barberry Berberis thunberg ii 'Orange Rocket 6' 18-24" Low Sun / Part Shade 5 Gallon Cont CPB 21 Compact Purple Butterfly Bush Buddleja davidii'Nanho Purple' 5-6' 4-5' Medium Sun / Part Shade 5 Gallon Cont SOF 12 Show Off Forsythia Forsythia Show Off 5-6' 5-6' Medium Sun 5 Gallon Cont MTP 18 Mango Tango Potentilla Potentilla truticosa'Mango Tango' 18-24" 18-24" Low Sun 5 Gallon Cont WSC 12 Western Sand Cherry Prunus besseyi 4-6' 4-6' Low Sun 5 Gallon Cont TES 10 Tiger Eyes Staghorn Sumac Rhus typhina Tiger Eyes 6-8' 6-8' Low Sun 5 Gallon Cont GFS 17 Goldflame Spirea Spraea japonca'Goldflame' 2-3' 2-3' Medium Sun / Part Shade 5 Gallon Cont DKL 12 Dwarf Korean Lilac Syringa meyeri'Palibin' 4-6' 4-6' Low Sun 5 Gallon Cont CEC 14 Compact European Cranberrybush Viburnum opulus'Compactum' 4-5' 5-6' Medium Sun / Part Shade 5 Gallon Cont MWW 26 Midnight Wine Weigela Weigela florida Midnight Wine 18-24" 18-24" Medium Sun / Part Shade 5 Gallon Cont BLC 9 Black Chokeberry Aronia melanocarpa elata 5-8' 4-6' Low Adaptable 5 Gallon Cont EVERGREEN SHRUBS MATURE MATURE WATER SIZE AND SYMBOL QTY COMMON NAME BOTANICAL NAME SUN/SHADE HEIGHT SPREAD USE CONDITION ASJ 15 Armstrong Juniper ARJ 3 Arcadia Juniper MMP 23 Miniature Mugo Pine SMP 21 Slowmound Mugo Pine NPA 33 North Pale Arborvitae BEY 6 Bright Edge Yucca ORNAMENTAL GRASSES - SYMBOL QTY COMMON NAME VFG 34 BBF 24 BAG 17 PMG 34 HMS 34 FOG 15 LBG 27 PBL 33 LARGE PERENNIALS PERENNIALS Q�°o SYMBOL QTY LOW PERENNIALS CRH 27 & GROUNDCOVERS BCL 24 ODL 51 DGD 31 PCB 21 BDI 27 RHP 14 PLP 33 AJS 43 VINES 2-3' g00o SYM BO L QTY Variegated Feather Reed Grass Boulder Blue Fescue Grass Blue Avena Grass Flarre (Purple Maiden) Grass Heavy Metal Blue Switch Grass Fountain Grass Little Bluestem Grass Prairie Blues Litae BluestemGrass COMMON NAME Coronado Red Hyssop Bloody Cranesbill Orange Daylily Dwarf Gold Daylily Palace Purple Coral Bells Bearded Iris Red-hot Poker Pineleaf Penstemon Autumn Joy Stonecrop COMMON NAME Juniperus chinensis'Armstrongii' Juniperus sabina 'Arcadia' Pinus mugo 'Mops' Pinus mugo 'Slowmound' Thuja occidentalis'Art Boe' Yucca fllamentosa 'Bright Edge' BOTANICAL NAME Calamagrostis acutilora 'Overdard Festuca g la uca 'Boulder Blue' Helictotrichon sempervirens Miscanthus sinensis purpurascens Panicumvirgatum'Heavy Metal' Pen nisetum alopecuroides Sch iza ch y ri u m sco pa ri u m Schizachyriumscoparium'Prairie Blues' BOTANICAL NAME Agastache Coronado Red Geranium sanguineum H e meroca Ilis 'Rocket C ity' Hemerocallis'Stella de Oro' Heuchera micranta'Palace Purple' Iris x germanica cultivars Kniphofia uvaria Penstemon pinifolius Sedum'Autumn Joy' BOTANICAL NAME 34 34 Low Sun 5 Gallon Cont 18-24" 4-6' Low Sun / Part Shade 5 Gallon Cont 2-3' 2-3' Low Sun / Part Shade 5 Gallon Cont 3-5' 5-7' Low Sun 5 Gallon Cont 10-15' 4-5' Medium Sun / Part Shade 5 Gallon Cont 2-3' 24 Low Sun / Part Shade 5 Gallon Cont MATURE MATURE WATER SIZE AND HEIGHT SPREAD USE SUN/SHADE CONDITION 1-3 1-3 Low Sun / Part Shade 5 Gallon Cont 8-12" 8-10" Low Sun 5 Gallon Cont 24 18-24" Low Sun / Part Shade 5 Gallon Cont 34 2-3 Medium Sun 5 Gallon Cont 34 12-18" Low Sun 5 Gallon Cont 34 24-30" Low Sun 5 Gallon Cont 34 18-24" Very Low Sun 5 Gallon Cont 34 15-18" Low Sun 5 Gallon Cont MATURE MATURE WATER SIZEAND HEIGHT SPREAD USE SUN/SHADE SPACING 15-18" 12-15" Low Sun / Part Shade 4" Pot/ 36" O.C. 12-18" 18-24" Medium Adaptable 4" Pot/ 24" O.C. 34 2-3' Low Sun 4" Pot/ 24" O.C. 1-2' 12-18" Low Sun 4" Pot/ 24" O.C. 12-18" 12-18" Medium Shade / Part Shade 4" Pot/ 18" O.C. 2-3' 12-18" Low Sun 4" Pot/ 36" O.C. 34 2-3' Low Sun 4" Pot/ 36" O.C. 6-81' 12-15" Low Sun 4" Pot / 24" Q.C. 18-24 12-18 Low Sun 4 Pot/ 18 O.C. COLOR: "NATURAL GRAY" SIZE: 5-10" W MA MATURE MATURE WATER COBBLE SO THAT NO FABRIC IS VISIBLE. SIZEAND SUN/SHADE Z HEIGHT SPREAD USE 0 O SPACING STH 28 Scarlet Trumpet Honeysuckle Lonicera sempery rens'Magniica' Vine Vine Medium Sun 1 Gallon / NA SOD 90 / 10 Fescue/Bluegrass Mix NATIVE SEEDING - DRYLAND MIX 12.5% Sideoats Grama Bouteloua curtipendula 10.5% _V yy COMMON NAME BOTANICAL DAME % y y y y Oryzopsis hymenoides 10.5% y Canada Bluegrass Poa compressa 25% Sandberg Bluegrass Poa secunda 25% Rocky Mountain Fescue Festuca saximontana 25% Sheep Fescue Festuca ovina 25% Pawnee Buttes Seed Mixes (www.pawneebuttesseed.com): Sporobolus cryptandrus PBSI Low Grow Mix Seed mix specified per "Urban Storm Drainage Criteria Manual Volume 3" 8 TREES Application Rate: 5 LBS/1,000 SF AREAS. FOR PLANTINGS IN NATIVE SEEDED AREAS, PLACE RING OF NATIVE SEEDING - RAIN GARDEN MIX �� ff ff % COMMON NAME BOTANICAL NAME % Sand Bluestem Andropogon hallii 12.5% Sideoats Grama Bouteloua curtipendula 10.5% Prairie Sandreed Calamovilfa longifolia 10.5/0 Indian Ricegrass Oryzopsis hymenoides 10.5% Switchgrass Panicum virgatum 14% Western Wheatgrass Pascopyrum smithii 10.5% Lille Bluestem Schizachyrium scoparium 10.5°f% Alkali Sacaton Sporobolus airoides 10.5°f% Sand Dropseed Sporobolus cryptandrus 10.5% Seed mix specified per "Urban Storm Drainage Criteria Manual Volume 3" 8 TREES Application Rate: 28.5 LBS/Acre AREAS. FOR PLANTINGS IN NATIVE SEEDED AREAS, PLACE RING OF GENERAL LANDSCAPE NOTES 1. ALL LOW PERENNIAL AND GROUNDCOVER PLANTING AREAS SHALL BE MULCHED WITH SHREDDED WESTERN RED CEDAR WOOD MULCH, AT A DEPTH OF 3". WEED BARRIER FABRIC IS REQUIRED UNDER WOOD MULCH. 2. ALL OTHER PLANTING BED AREAS SHALL BE MULCHED WITH 1-1/2" GRAY ROSE MULTI -COLORED RIVER ROCK, AT A DEPTH OF 3", INSTALLED OVER PERMEABLE WEED BARRIER FABRIC. DO NOT INSTALL EDGING BETWEEN WOOD MULCH AND ROCK MULCH AREAS. 3. SOD EDGER SHALL BE 14 GAUGE ROLLED TOP STEEL EDGING (DARK GREEN COLOR) IN THE LOCATIONS SHOWN ON THE PLANS. EDGER IS NOT REQUIRED WHERE SOD ABUTS CONCRETE. 4. ALL AREAS TO BE LANDSCAPED SHALL HAVE ORGANIC AMENDMENTS THOROUGHLY INCORPORATED INTO THE SOIL AT A RATE OF 5 CUBIC YARDS PER 1,000 SQUARE FEET, AND TILLED TO A DEPTH OF 6 INCHES. 5. ALL SOD AREAS, BED AREAS, AND LANDSCAPE AREAS SHALL BE FINE GRADED PRIOR TO INSTALLATION OF NEW PLANT MATERIAL. ROCKS, WOOD, AND ANY MATERIAL LARGER THAN 1" IN DIAMETER SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO SODDING AND PLANTING NEW MATERIALS. 6. EXISTING TURF, SHRUBS, TREES, AND PLANT MATERIAL TO BE REMOVED SHALL BE FULLY REMOVED FROM THE SITE, INCLUDING ALL ROOTS. 7. ALL LANDSCAPED AREAS SHALL BE WATERED BY A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 8. SOD AREAS SHALL BE ZONED SEPARATELY THAN BEDS, AND SHALL BE IRRIGATED VIA POP-UP SPRAY HEADS PROVIDING FULL (HEAD TO HEAD) COVERAGE. HEADS SHALL BE COMMERCIAL GRADE WITH REPLACEABLE NOZZLES, PRESSURE REGULATORS, AND CHECK VALVES. 9. BED AREAS SHALL BE ZONED SEPARATELY THAN SOD AREAS, AND SHALL BE IRRIGATED BY INDIVIDUAL DRIP EMITTERS TO EACH PLANT. DRIP COMPONENTS SHALL BE COMMERCIAL GRADE RAIN -BIRD OR EQUAL POINT SOURCE EMITTERS, WITH ALL PLANTS RECEIVING IRRIGATION. PLAN SET INDEX SHEET NAME 5 LANDSCAPE NOTES & PLANT LIST 6 LANDSCAPE PLAN 7 LANDSCAPE DETAILS SITE AREA CALCULATIONS DESCRIPTION REQ. SIZE / S.F. LOT AREA - 91) 100 SF *OPEN SPACE: 30% / 27,330 SF 33% / 30,446 SF LANDSCAPED 30% MIN. / 8,199 SF 52% /15)858 SF USABLE: N/A 48% /14)588 SF -SOD 60% MAX. / 8,756 SF 30% / 4,362 SF - HARDSCAPE / NON -LIVING N/A 70% /10)226 SF ON-SITE TREES (27001 / 1,000) x 1 27 TREES 29 TREES ON-SITE SHRUBS (27001 / 1,000) x 10 270 SHRUBS 270 SHRUBS STREET TREES (219.14 / 30) x 1 8 TREES 8 TREES NOTE: 1) *ALL OPEN SPACE IS PUBLICLY VIEWED. HARDSCAPE MATERIALS SCHEDULE ITEM NOTES CRUSHER FINES COLOR: TAN Z DEPTH: 4" >� VV OW ��J NOTES: INSTALL OVER PERMEABLE WEED BARRIER J FABRIC. THOROUGHLY COMPACT SUBGRADE. BOULDERS TYPE: GRAY GRANITE t� COLOR: "GRAY" ROCK MULCH SIZE: (6) 1 TON AND (9) 1/2 TON BOULDERS NOTES: EXCAVATE SUBGRADE AND SET 1/4 DEPTH OF BOULDER BELOW GRADE. HARDSCAPE MATERIALS NOTES: 1) UNLESS OTHERWISE NOTED, ALL HARDSCAPE MATERIALS ARE AVAILABLE FROM PIONEER SAND COMPANY INC.; COLORADO (MULTIPLE LOCATIONS); PHONE: 303-465-4212; WWW.PIONEERSAND.COM LANDSCAPE MATERIALS SCHEDULE ITEM NOTES STEEL EDGER TYPE: 14 GAUGE WITH ROLLED SAFETY TOP Z COLOR: DARK GREEN >� VV OW ��J NOTES: EDGER IS NOT REQUIRED AS A DIVIDER BETWEEN DIFFERENT J TYPES OF ROCK, COBBLE, AND WOOD MULCHES. CONTRACTOR SHALL J INSTALL PERFORATED EDGING SECTIONS IN ANY LOCATIONS WHERE t� DRAINAGE SWALES WOULD BE RESTRICTED BY EDGING. ROCK MULCH SIZE/COLOR: 1-1/2" GRAY ROSE MULTI -COLORED RIVER ROCK DEPTH: 3" LOCATIONS: ALL PLANTING BED AREAS EXCEPT FOR LOW PERENNIAL & GROUNDCOVER PLANTING AREAS. W NOTES: INSTALL OVER PERMEABLE WEED BARRIER FABRIC. WOOD MULCH TYPE: SHREDDED WESTERN RED CEDAR MULCH � DEPTH: 3" LOCATIONS: ALL LOW PERENNIAL & GROUNDCOVER PLANTING AREAS. FOR PLANTINGS IN NATIVE SEEDED AREAS, PLACE RING OF N WOOD MULCH (PER THE WIDTH SPECIFIED IN PLANTING DETAILS) W0 AROUND EACH TREE, SHRUB, PERENNIAL AND ORNAMENTAL GRASS. FOR PLANTINGS IN ROCK OR COBBLE, PROVIDE 8" DIAMETER RING OF WOOD MULCH AROUND EACH PERENNIAL AND ORNAMENTAL GRASS. NOTES: INSTALL OVER PERMEABLE WEED BARRIER FABRIC. EDGER IS NOT REQUIRED BETWEEN WOOD AND ROCK MULCHES. COBBLE MULCH COLOR: "NATURAL GRAY" SIZE: 5-10" W NOTES: INSTALL OVER PERMEABLE WEED BARRIER FABRIC. FILL IN Q GAPS WITH 3/4" ROCK MULCH OR PEA GRAVEL OF SIMILAR COLOR TO COBBLE SO THAT NO FABRIC IS VISIBLE. LANDSCAPE MATERIALS NOTES: 1) UNLESS OTHERWISE NOTED, ALL LANDSCAPE MATERIALS ARE AVAILABLE FROM PIONEER SAND COMPANY INC.; - COLORADO (MULTIPLE LOCATIONS); PHONE: 303-465-4212; WWW.PIONEERSAND.COM 0 U H W 0� Q (0 co Z y >� VV OW ��J Q J LU J V 0 t� F Z � J Z � W d d � H C) N W W0 H VW Z D Z a� W UM Q Mj VW D uJ L Z M i N i a 0 O 0 U Ld V � o W 0� Q (0 co WJ 0o_ z .► >O J C6 0 >� VV OW ��J J~ O O J co "5 LU c,) CU J W q w V 0 W U 0� (D Z 0 112�zcn 0 uJ M i N i 0 O J J J mmmoW U) U) U a a a 0 G Q 0 0 Z W rn 00 0 0 0 0 L� � O CO A N c�15 0 Ln CD co 0 0 M N Z 0 V" - �0�k AS 0� A - GO � ■■ In 3 NoAL i OUTDOOR DESIGN GROUP, INC. EM > m 5690 WEBSTER STREET Z 3 OUTDOOR (03993 481$0002 CO C U U ? Call 3 business days in advance before you dig, grade, or DESIGN GROUP WWW.ODGDESIGN.COM �O .y d excavate for the marking of underground member utilities � Q y LANDSCAPE PLAN E & PRIVACY FENCE 7 3-AJS BENCH, NP. DOG WASTE STATION 1 -SHL SOD LAWN 2-JTL 2 -SHL 10' UTILITY EASEMENT 5' ROW DEDICATION PROP. CURB & GUTTER 4' BICYCLE LANE EX. PROPERTY LINE PROP. PROPERTY LINE 2-JTL 1 -SHL W LU rr Cn rr O M SIGHT TRIANGLES ry w z w J n CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE 4 SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RNGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SCALE:1 "=20' SOD LAWN 3 -GFS 5 -CPB 3 -BBF 3 -MTP 3-VFG 28 -STH 3-ODL v -vi Iu JI-vuu 1'D ' %J r- ni veyv r F_F__I MvF__ PROPERTY BOUNDARY � 6' PRIVACY FENCE I' COBBLE 3 -SOF 3 -PBL 3-VFG 7 -SOF 5-DGD 3-WSC J� 3 -TES 3 -PBL 3-BDI 3 -NPA �7 -SOF 5-DGD � TRACT D POROUS LANDSCAPE DETENTION POND (PLD) 1 -TES 3-BDI 3-WSC 3-RMG 3-BLC 6 -PBL 3 -NPA 1 -SOF 5-BDI RAIN GARDEN SEED MIX WITH 6" WETLAND MEDIA � 6 -PBL 3-BLC J� 7-VFG � 3-BDI � 3 -NPA 5-DGD 3 -SOF 3' HORIZONTAL �F RAIL FENCE 7 j 3-DGD 1 -SOF 5-BDI 3-WSC 7 -PBL 3 -TES 3 -NPA �i 5-BDI 1 -SOF � 3-DGD 3-RMG 3 -PBL 5-DGD 3 -TES 3-WSC �- NATIVE SEED MIX � 3-VFG J� 3-BDI 3-BLC 5-DGD � 3 -NPA 7 -SOF � 5 -PBL 5 -HMS STORM EASEMENT BOULDER 7 CONNECTION TO ADJACENT PROPERTY 1 -EAR 3-PMG IRRIGATION METER GRILL RAISED GARDEN BEDS CRUSHER FINES PAVILION 5 -SMP RETAINING WALL, NP. LANDSCAPELEGEND (SEE SHEET L1 FOR FULL PLANT LIST) O00 10 • 0 0 000 000000 Call 3 business days in advance before you dig, grade, or excavate for the marking of underground member utilities DECIDUOUS SHADE TREES ORNAMENTAL TREES EVERGREEN TREES DECIDUOUS SHRUBS EVERGREEN SHRUBS ORNAMENTAL GRASSES LARGE PERENNIALS LOW PERENNIALS & GROUNDCOVERS SOD DRY LAND SEED MIX RAIN GARDEN SEED MIX L CRUSHER FINES GAME COURT CONCRETE OR ASPHALT A OUTDOOR —DESIGN GROUP— OUTDOOR DESIGN GROUP, INC 5690 WEBSTER STREET ARVADA, CO 80002 (303) 993-4811 www.ODGDESIGN.COM ,—r V un 00 O zCdW a W O O oo w e o' �D 0 t M (� 0 4� v o 0 U �4M w � 0C I w o 00 .00 o GoNs Fa?� Z O Q W J VIL �I= Z L W � d j Q d � H ?O00 W 9L O Z W �y Q J � V VD D d 00 Q av J~O W UM J J V W " 00J LLIU) M i N i N � .00 o GoNs Fa?� �+ In O 3 � U 9U> LU L o� LLIW d � Q cfl C/) WJ ?O00 0o_ �z Z 'F -lilt— .LLI► > OCY) J 0 VV Ow d 00 D V J~O Q�zcn uJ " 00J LLIU) M i N i 0 O � J W � wco J V J (0 W o U LJ��// _ CD .00 o GoNs Fa?� �+ In 3 � .. d = Mm M m � ?O00 =VdUz Z 'F -lilt— 0 0 d d � D V N Q�zcn uJ M i N i 0 O J J J a Z mmmoW U)U)U 0- 0- 0- 0 Q 0 0 Z W ��7 000C14 C14 C14 II Lo 6M c� u r, C C O M N - do .00 o GoNs Fa?� D10, �+ In 3 � .. d = Mm M m � ?O00 =VdUz 'F -lilt— N d d � D V N D10, ry w Z D cD LU J CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE 4 SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RNGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. PLANTING DETAIL FOR ALL TREES & B&B SHRUBS 1/2(X) (X) 1/2(X) N.T.S. DO NOT CUT LEADER NOTES: PRUNE IMMEDIATELY 1. INSTALL WATERING SAUCER IN NATIVE AREAS. PRIOR TO PLANTING 2. CONSTRUCT 6" HEIGHT WATERING RING FOR INITIAL USE NYLON TREE STRAPS WATERING. REMOVE IN SOD AREAS PRIOR TO MULCHING. AT END OF WIRE (EVERGREEN 3. AFTER SEPTEMBER 1ST, INSTALL 4" TREE TAPE ON TREES ONLY) DECIDUOUS TREES FROM 6" OFF THE GROUND TO 24" LENGTH BY 3/4 DIA. P.V.C. THE FIRST BRANCH. REMOVE PROMPTLY IN SPRING. MARKERS (TYP.) OVER WIRES 4. COMPLETELY REMOVE WIRE BASKET, ALL TWINE & PLASTIC. REMOVE BURLAP OFF TOP 2/3 OF BALL. 12 GAUGE GALVANIZED WIRE 5. FILL PLANT PIT WITH 1/2 SPECIFIED SOIL MIX USE 3 GUY ASSEMBLIES FOR AND 1/2 PIT SOIL. EVERGREENS, AND TREES OVER 3" CALIPER 24" LENGTH BY 3/4 DIA. P.V.C. MARKERS (TYP.) OVER WIRES 3" DEPTH SPECIFIED MULCH. PULL MULCH AWAY FROM TRUNK. MULCH TO 6" OUTSIDE OF STAKES. (PROVIDE 24" RADIUS WOOD MULCH RING WHEN PLANTING IN NATIVE GRASS AREAS) TOP OF ROOT FLARE SHALL BE 3" ABOVE GRADE OUTSIDE OF PIT. TREATED WOOD POST WITH GROMMETED NYLON STRAPS. USE TWO GUY WIRES 3' HORIZONTAL RAIL FENCE PLANTING DETAIL FOR SHRUBS, AND ALL CONTAINER PLANTS LARGER THAN 1 GALLON NOTES: 1. PRUNE ALL DEAD OR DAMAGED BRANCHES PRIOR TO, AND AFTER PLANTING. 2. CRUMBLING OR BROKEN ROOT BALLS WILL BE REJECTED. 3. DIG PLANT PIT TWICE AS WIDE AND HIGH AS CONTAINER. 4. TAKE CARE NOT TO DAMAGE ROOT BALL WHEN REMOVING THE PLANT FROM IT'S CONTAINER. 5. FOR ALL PLANTS IDENTIFIED WITH WATER USE OF "LOW" OR "VERY LOW" ON THE PLANT LIST, KEEP WOOD MULCH 2" BACK FROM TRUNK OR STEM. 6. FILL PLANT PIT WITH 1/2 SPECIFIED SOIL MIX AND 1/2 PIT SOIL. 7. SCORE ROOT BOUND ROOT BALLS TO FREE UP ROOTS. N.T.S. 6' PRIVACY FENCE 2"x6" CEDAR CAP 8' MAX N.T.S. 4"X4" CEDAR POST 1"X6" CEDAR RAILS 8'-0" MAX 1"X2" CEDAR RAILS z IS SIN 1 "X6" CEDAR M "' BEVEL TOP OF PICKETS CONCRETE AWAY 4 FROM POST 4"X4" CEDAR POST 2"X4" CEDAR STRINGERS CONCRETE 1 M 4" DEPTH 9 COMPACTED III^n GRAVEL 10" NOTE: THE SIDE OF THE FENCE WITH THE POSTS EXPOSED WILL FACE THE ADJACENT PROPERTIES, SO THE SMOOTHER SIDE FACES INWARD TOWARDS THE DEVELOPMENT. DOG WASTE STATION PET SIGN 1811 18"H x 11.5"W .63 GAUGE REFLECTIVE PET WASTE ALUMINUM R BAG DISPENSER PLEASE KEEP 7 THIS AREA CLEAN 15.5"H x 9.4"W x 3.25"D .08 GAUGE POWDER o COATED ALUMINUM o 400 BAG CAPACITY coQ0 STEELTRASH 000 O O O o RECEPTACLE °°° O O O O O O o O O O o WITH LID° ° ° O O O O O OO 23"H x 1 1 .5"DIA. ° 000000 16 GAUGE POWDER 0 COATED ALUMINUM 10 GALLON CAPACITY Nil N.T.S. CONCRETE -1 II IIII- 4" DEPTH FOOTING —III COMPACTED GRAVEL NOTES: 1) DOGIPOT ALUMINUM PET STATION #17PW-00005 2)ON-LEASH SIGN CHOICE (ITEM #1203/1204) 3) POWDER COATED FOREST GREEN 4) ANCHORED IN CONCRETE CONCRETE COMPACTED SUBGRADE 4" DEPTH COMPACTED GRAVEL NOTE: THE SIDE OF THE FENCE WITH THE POSTS EXPOSED WILL FACE INWARDS TOWARDS THE PATIO, SO THE SMOOTHER SIDE FACES OUTWARD. PAVILION 15' nn n n un Oc N.T.S. N.T.S. SET TOP OF ROOT BALL 1" HIGHER THAN THE FINISHED BED GRADE 6" X 6" COLUMN - SPECIFIED MULCH- CAREFULLY TUCK - MULCH AROUND EACH PLANT (PROVIDE o 12" RADIUS WOOD MULCH RING WHEN y IIII � �:'� VII PLANTING IN NATIVE GRASS AREAS) .•'-:`.•:: LOOSEN SIDES OF PLANT �,L�m M LL PIT AND WATER THE FILL WJ IN WELL TO ELIMINATE Com LARGE AIR POCKETS NOTES: 1. PRUNE ALL DEAD OR DAMAGED BRANCHES PRIOR TO, AND AFTER PLANTING. 2. CRUMBLING OR BROKEN ROOT BALLS WILL BE REJECTED. 3. DIG PLANT PIT TWICE AS WIDE AND HIGH AS CONTAINER. 4. TAKE CARE NOT TO DAMAGE ROOT BALL WHEN REMOVING THE PLANT FROM IT'S CONTAINER. 5. FOR ALL PLANTS IDENTIFIED WITH WATER USE OF "LOW" OR "VERY LOW" ON THE PLANT LIST, KEEP WOOD MULCH 2" BACK FROM TRUNK OR STEM. 6. FILL PLANT PIT WITH 1/2 SPECIFIED SOIL MIX AND 1/2 PIT SOIL. 7. SCORE ROOT BOUND ROOT BALLS TO FREE UP ROOTS. N.T.S. 6' PRIVACY FENCE 2"x6" CEDAR CAP 8' MAX N.T.S. 4"X4" CEDAR POST 1"X6" CEDAR RAILS 8'-0" MAX 1"X2" CEDAR RAILS z IS SIN 1 "X6" CEDAR M "' BEVEL TOP OF PICKETS CONCRETE AWAY 4 FROM POST 4"X4" CEDAR POST 2"X4" CEDAR STRINGERS CONCRETE 1 M 4" DEPTH 9 COMPACTED III^n GRAVEL 10" NOTE: THE SIDE OF THE FENCE WITH THE POSTS EXPOSED WILL FACE THE ADJACENT PROPERTIES, SO THE SMOOTHER SIDE FACES INWARD TOWARDS THE DEVELOPMENT. DOG WASTE STATION PET SIGN 1811 18"H x 11.5"W .63 GAUGE REFLECTIVE PET WASTE ALUMINUM R BAG DISPENSER PLEASE KEEP 7 THIS AREA CLEAN 15.5"H x 9.4"W x 3.25"D .08 GAUGE POWDER o COATED ALUMINUM o 400 BAG CAPACITY coQ0 STEELTRASH 000 O O O o RECEPTACLE °°° O O O O O O o O O O o WITH LID° ° ° O O O O O OO 23"H x 1 1 .5"DIA. ° 000000 16 GAUGE POWDER 0 COATED ALUMINUM 10 GALLON CAPACITY Nil N.T.S. CONCRETE -1 II IIII- 4" DEPTH FOOTING —III COMPACTED GRAVEL NOTES: 1) DOGIPOT ALUMINUM PET STATION #17PW-00005 2)ON-LEASH SIGN CHOICE (ITEM #1203/1204) 3) POWDER COATED FOREST GREEN 4) ANCHORED IN CONCRETE CONCRETE COMPACTED SUBGRADE 4" DEPTH COMPACTED GRAVEL NOTE: THE SIDE OF THE FENCE WITH THE POSTS EXPOSED WILL FACE INWARDS TOWARDS THE PATIO, SO THE SMOOTHER SIDE FACES OUTWARD. PAVILION 15' nn n n un Oc N.T.S. END UNIT PATIO OPTIONAL PATIO GATE PLANTING DETAIL FOR PERENNIALS, ANNUALS, & ALL CONTAINER PLANTS 1 GALLON OR SMALLER N.T.S. O.C. SPACING 2-1/4" OR 4" SIZE PLANT MATERIAL AS SPECIFIED ON THE PLANT LIST SPECIFIED MULCH- CAREFULLY TUCK MULCH AROUND EACH PLANT TO PREVENT THE SMALL PLANTS FROM DRYING OUT (PROVIDE 8" RADIUS WOOD MULCH RING WHEN PLANTING IN NATIVE GRASS AREAS) PLANTING BED SOIL- AMENDED PER SPECIFICATIONS UNLESS A FORMAL PATTERN IS CALLED FOR, O � 0 PLACE PLANTS AROUND THE PERIMETER OF + 0 THE PLANTING AREA FIRST, THEN FILL IN THE O+ CENTER RANDOMLY AND AVOID CREATING "ROWS" NOTE: IF INDIVIDUAL PLANT LOCATIONS ARE NOT SHOWN ON THE LANDSCAPE PLAN, SPACE PLANTS AT THE O.C. SPACING SHOWN ON THE LANDSCAPE PLANT LIST INTERIOR UNIT PATIO N.T.S. IRNAMENTAL COBBLE N BASS, TYP. LOT LINE OT LINE L OF ECIDUOUS 7 PAT HRUB, TYP. DT LINE PERENNIA LANDSCA ' WIDE CONCRETE BED WITH ►1DEWALK ROCK MU �NDSCAPE CONCRET ED WITH SIDEWALK OCK MULCH ORNAMEP VERGREEN GRASS, T HRUB, TYP. ' HORIZONTAL F DECIDUOI AIL FENCE 7 SHRUB, T` OT LINE LOT LINE ►RNAMENTAL REE DW PERENNIALS, TYP. OULDER D 7 'WIDE CONCRETE IIDEWALK M N N.T.S. 2" X 1" FRAME POSTS GATE HINGE 1" X 2" INTERIOR POSTS DRILL METAL POST FOR WOOD TO ATTACH 4"X4" CEDAR POST FEET SCREWED INTO CONCRETE 4 CONCRETE goo°o COMPACTED SUBGRADE 4" DEPTH COMPACTED GRAVEL LANDSCAPE BOULDER (X) HT. OF BOULDER o 0 'oa Ooo Ooo Oc 1/4(X) =1 1 PLACE FLATTEST SIDE OF BOULDER DOWN N.T.S. SIZE AND TYPE OF BOULDER PER MATERIALS SCHEDULE AND SPECIFICATIONS SPECIFIED MULCH 00000000000000 FINISH GRADE SLOPE AWAY FROM BOULDER COMPACTED SUBGRADE NOTES: 1. CONTACT LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PLACEMENT OF BOULDERS. 2. BURY 1/4 OF THE TOTAL HEIGHT OF EACH BOULDER INTO THE GROUND. 3. PROVIDE POSITIVE DRAINAGE AWAY FROM EACH BOULDER. 4. THOROUGHLY COMPACT, PUDDLE AND STABILIZE BACKFILL, AND SURROUNDING GRADES PRIOR TO COMPLETION. 5. DO NOT PLACE BOULDERS IN FLOWLINE OF SWALES OR ANY LOCATION WHERE DRAINAGE COULD BE INHIBITED BY BOULDERS. N.T.S. MAINTENANCE ACCESS GATE 10' RAISED GARDEN BED a 0 O M N + Io N.T.S. x 6" LANDSCAPE TIMBERS METAL SPIKES THROUGH IRST TWO COURSES "DEPTH WOOD MULCH AMENDED BACKFILL kNDSCAPE FABRIC SECURE /ITH STAPLES 3" METAL SPIKES THROUGH OTTOM COURSE OMPACTED SUBGRADE It" DEPTH CRUSHER FINES N.T.S. GATE HINGE 2" OD 16 GAGE TUBING DRILL METAL POST FOR WOOD TO ATTACH a 6"X6" CEDAR POST a d CONCRETE COMPACTED '- -B I SURADE G i NOTE: BLACK POWDER COAT FINISH 4" DEPTH i �Z � W LU H d �O W J W W Ce > V W in Q V W I6 J V W N N J a W D W L a v N D Z Q J FASCIA TRIM 6" X 6" COLUMN VUJI o W Q cfl END UNIT PATIO OPTIONAL PATIO GATE PLANTING DETAIL FOR PERENNIALS, ANNUALS, & ALL CONTAINER PLANTS 1 GALLON OR SMALLER N.T.S. O.C. SPACING 2-1/4" OR 4" SIZE PLANT MATERIAL AS SPECIFIED ON THE PLANT LIST SPECIFIED MULCH- CAREFULLY TUCK MULCH AROUND EACH PLANT TO PREVENT THE SMALL PLANTS FROM DRYING OUT (PROVIDE 8" RADIUS WOOD MULCH RING WHEN PLANTING IN NATIVE GRASS AREAS) PLANTING BED SOIL- AMENDED PER SPECIFICATIONS UNLESS A FORMAL PATTERN IS CALLED FOR, O � 0 PLACE PLANTS AROUND THE PERIMETER OF + 0 THE PLANTING AREA FIRST, THEN FILL IN THE O+ CENTER RANDOMLY AND AVOID CREATING "ROWS" NOTE: IF INDIVIDUAL PLANT LOCATIONS ARE NOT SHOWN ON THE LANDSCAPE PLAN, SPACE PLANTS AT THE O.C. SPACING SHOWN ON THE LANDSCAPE PLANT LIST INTERIOR UNIT PATIO N.T.S. IRNAMENTAL COBBLE N BASS, TYP. LOT LINE OT LINE L OF ECIDUOUS 7 PAT HRUB, TYP. DT LINE PERENNIA LANDSCA ' WIDE CONCRETE BED WITH ►1DEWALK ROCK MU �NDSCAPE CONCRET ED WITH SIDEWALK OCK MULCH ORNAMEP VERGREEN GRASS, T HRUB, TYP. ' HORIZONTAL F DECIDUOI AIL FENCE 7 SHRUB, T` OT LINE LOT LINE ►RNAMENTAL REE DW PERENNIALS, TYP. OULDER D 7 'WIDE CONCRETE IIDEWALK M N N.T.S. 2" X 1" FRAME POSTS GATE HINGE 1" X 2" INTERIOR POSTS DRILL METAL POST FOR WOOD TO ATTACH 4"X4" CEDAR POST FEET SCREWED INTO CONCRETE 4 CONCRETE goo°o COMPACTED SUBGRADE 4" DEPTH COMPACTED GRAVEL LANDSCAPE BOULDER (X) HT. OF BOULDER o 0 'oa Ooo Ooo Oc 1/4(X) =1 1 PLACE FLATTEST SIDE OF BOULDER DOWN N.T.S. SIZE AND TYPE OF BOULDER PER MATERIALS SCHEDULE AND SPECIFICATIONS SPECIFIED MULCH 00000000000000 FINISH GRADE SLOPE AWAY FROM BOULDER COMPACTED SUBGRADE NOTES: 1. CONTACT LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PLACEMENT OF BOULDERS. 2. BURY 1/4 OF THE TOTAL HEIGHT OF EACH BOULDER INTO THE GROUND. 3. PROVIDE POSITIVE DRAINAGE AWAY FROM EACH BOULDER. 4. THOROUGHLY COMPACT, PUDDLE AND STABILIZE BACKFILL, AND SURROUNDING GRADES PRIOR TO COMPLETION. 5. DO NOT PLACE BOULDERS IN FLOWLINE OF SWALES OR ANY LOCATION WHERE DRAINAGE COULD BE INHIBITED BY BOULDERS. N.T.S. MAINTENANCE ACCESS GATE 10' RAISED GARDEN BED a 0 O M N + Io N.T.S. x 6" LANDSCAPE TIMBERS METAL SPIKES THROUGH IRST TWO COURSES "DEPTH WOOD MULCH AMENDED BACKFILL kNDSCAPE FABRIC SECURE /ITH STAPLES 3" METAL SPIKES THROUGH OTTOM COURSE OMPACTED SUBGRADE It" DEPTH CRUSHER FINES N.T.S. GATE HINGE 2" OD 16 GAGE TUBING DRILL METAL POST FOR WOOD TO ATTACH a 6"X6" CEDAR POST a d CONCRETE COMPACTED '- -B I SURADE G i NOTE: BLACK POWDER COAT FINISH 4" DEPTH i �Z � W LU H d �O W J W W Ce > V W in Q V W I6 J V W N N J a W D W L a v N D Z Q J o GoNs Fa?� .00 COMPACTED GRAVEL m 3 � M OUTDOOR DESIGN GROUP, INC. E m m .�� 5690 WEBSTER STREET Z M 3 Call 3 business days in advance before you dig, grade, or DESIGN GROUP WWW.ODGDESIGN.COM O � .y � � � d excavate for the marking of underground member utilities � Q � y O U VUJI o W Q cfl WJ Com C6z Z 19 0% >O J_ 00 0 VV LL,J OW �� -j J~ Q�zU) O O 0O J a 9 _�0 �m "� LU 1% N i � 0 O J W w co V J (0 W o U f� V o GoNs Fa?� .00 COMPACTED GRAVEL m 3 � M OUTDOOR DESIGN GROUP, INC. E m m .�� 5690 WEBSTER STREET Z M 3 Call 3 business days in advance before you dig, grade, or DESIGN GROUP WWW.ODGDESIGN.COM O � .y � � � d excavate for the marking of underground member utilities � Q � y N Z 0 0 Q�zU) uJ co i N i � 0 O J J J mmmoW cocoU 000 Z W 0 , L6O A N 0 L6co r � CD o O co N Z61 O o GoNs Fa?� .00 COMPACTED GRAVEL m 3 � M OUTDOOR DESIGN GROUP, INC. E m m .�� 5690 WEBSTER STREET Z M 3 Call 3 business days in advance before you dig, grade, or DESIGN GROUP WWW.ODGDESIGN.COM O � .y � � � d excavate for the marking of underground member utilities � Q � y Iii CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NE' SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RNGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. U Z Z o o r - m L m m O W � , L I � >Mj CLEAR CREEK TERRACE PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO �-w A PART OF THE NE' SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RNGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. ELEVATION KEYNOTES W °U �i (30 YR.)RUSTICATED COMPOSITION SHINGLES N 3 W�° PRIMED GUTTER OVER 8"x s'FASCIA BOARD Qo 1o�o Go C7 cn \\ SCALE: 1/8" = 1•-0•• WEST SIDE ELEVATION ( UNITS 13-18) 2 C -B -B -B -B -C WEST SIDE ELEVATION (UNITS 7-12) SCALE: 1/8"=r-0•• FAST SIDF FI FVATInN ( HNITS 1-A AND 13- N PLAN PROFILE C -B -B -B -B -C - NORTH SIDE ELEVATION (7-12) SCALE: 1/8" = 1•-0" EAST SIDE ELEVATION ( UNITS 13-18) PLAN PROFILE C -B -B -B -B -C - NORTH SIDE ELEVATION (UNITS 13-18 SCALE: 1/8"=1•-0" SOUTH SIDE ELEVATION ( UNITS 7-12) GALVANIZED METAL FLASHING AT ROOF, WALL AND MATERIAL INTERSECTIONS a HORIZONTAL LAP SIDING WITH 4" EXPOSED BOARD DECORATIVE METAL BRACKETS s HORIZONTAL LAP SIDING WITH 8" EXPOSED BOARD PORTLAND CEMENT HARD COAT STUCCO PANEL SIDING WITH METAL CHANNEL REVEAL VERTICAL WOOD SIDING <)o>THIN BRICK VENEER <>>>8" THIN BRICK SOLDIER COURSE 12 THIN BRICK ANGLED ROWLOCK i3 HARDBOARD TRIM is STUCCO TRIM OVER FOAM <15>GABLE END VENT (DECORATIVE) CONCRETE PORCH/PATIO is @ e"/FT. SLOPE MINIMUM OVERHEAD GARAGE DOOR (18' x T). PROVIDE DOOR OPENER WITH & CHORD. <)a>TEMPERED GLASS SLIDING DOOR <)s>BOARD AND BATTEN SIDING <20>METAL FLASHING <21>HORIZONTAL DECORATIVE BLIND LOUVER 22 THERMA-TRU PULSE V ECHO 5 -LITE S85RAX DOOR <23>BLACKENED OUT WINDOWS 2a HORIZONTAL CEDAR SLAT FENCE (NOT SHOWN FOR ELEVATION CLARITY) 25 METAL ROD AND FRAME GATE -OPTIONAL (NOT SHOWN FOR ELEVATION CLARITY) STRUCTURAL. CIVIL ARCHITECTURE . PLANNING 4521 E. Vlrglnla Avenue, Sulte 200 Denver, Colorado 80246 (303)377-6601 fax (303) 3773656 v .mnaengineedng.com a W J V� Z 12 W Hd k W J W W Ig v W ID a� W li J V W L U) and > w o� W J> O m co W J Do , O .. 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SLOPE MINIMUM 17 OVERHEAD GARAGE DOOR (1V x T). PROVIDE DOOR OPENER WITH & CHORD. <1a>TEMPERED GLASS SLIDING DOOR <1s>BOARD AND BATTEN SIDING <20>METAL FLASHING <21>HORIZONTAL DECORATIVE BLIND LOUVER 22 THERMA-TRU PULSE V ECHO 5 -LITE S85RAX DOOR <23>BLACKENED OUT WINDOWS 2a HORIZONTAL CEDAR SLAT FENCE (NOT SHOWN FOR ELEVATION CLARITY) 25 METAL ROD AND FRAME GATE -OPTIONAL (NOT SHOWN FOR ELEVATION CLARITY) a W J V� Z 12 W Hd k W J W W Ig v W a� W li J V W L U) cc Z O MEN a W W O MENW W To ujL H 13 Z MEN J m PLAN PROFILE C -B -B -B -B -C WEST SIDE ELEVATION (UNITS 23-26 :)LALt: "u- = 7 -U- EAST SIDE ELEVATION ( UNITS 9-22) STRUCTURAL. CIVIL ARCHITECTURE . PLANNING 4521 E. Vlrglnla Avenue, Sulte 200 Denver, Colorado 80246 (303)377-6601 fax (303) 3773656 v .mnaengineedng.com > w O� WJ W C7 o co cn W J Do , O .. OJ co } W v 5.M5; Ow CC) LJ J o ly Cr) z 04 cn • Z W W 12 12 ai��� m� in �N F F k v 7 LLI M LLIW ~ �+� H mmmoW H y d U PLAN PROFILE C -B -B -B -B -C WEST SIDE ELEVATION (UNITS 23-26 :)LALt: "u- = 7 -U- EAST SIDE ELEVATION ( UNITS 9-22) STRUCTURAL. CIVIL ARCHITECTURE . PLANNING 4521 E. Vlrglnla Avenue, Sulte 200 Denver, Colorado 80246 (303)377-6601 fax (303) 3773656 v .mnaengineedng.com m 3 2 4 13 1 1 0 15 6 1 6 d E o ly Cr) z 04 cn • Z W 12 12 m� E �N F F k V 7 4.5� �4.5 w J �+� H mmmoW H y d 0Jcc cl) o cl)a 0 o Q Z "Z ❑ m 6 o 13 1 Nc ao 00 Nc � W C x — 72 3 2 — — — Ln rn C?c ao W -dx U o o O o 6 �❑ ❑ � ❑ �z0 =,� s o 4 0 1a — — — L4L4 1NU ll FUR 13 5 9 10 11 10 1 11 CUNS gg7mUCgg IUN PLAN PROFILE C -B -B -B -B -C WEST SIDE ELEVATION (UNITS 23-26 :)LALt: "u- = 7 -U- EAST SIDE ELEVATION ( UNITS 9-22) STRUCTURAL. CIVIL ARCHITECTURE . PLANNING 4521 E. Vlrglnla Avenue, Sulte 200 Denver, Colorado 80246 (303)377-6601 fax (303) 3773656 v .mnaengineedng.com m d E o • �Om m� E �N 9 • a�Y�ZO 9 7 Gln w J �+� L o 0Jcc CL AR CR K T RRAC PLANN R I NTIAL V LOPM NT A P CIFIC V LOPM NT PLAN IN TH CITY OF WH AT Rl E COLORA 0 i A PART OF THE NE 1SECTION OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 p 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 .0 0.0 0.0 0.0 + + + + + 0.0 1 1 '0. + + + + + + + + + + + + + + + + + + + +00 + + + 0.0 0.0 .0 0. 0. 0.0 0.0 0.0 0.0 . 0. 1 0.1 0.0 0.2 0.4 0.1 0.0 0. 2.6 0.0 0.1 0.2 0.0 0. 0.0 0.0 0.0 0.0 SSB +0.0 +0.0 +o.0 +0. +11.0 .0 +1.9 .5 +2. O .7 +1.2 0. +1.3 0 1 +1 1 0 0.3 + +0.0 +00 +0.0 +0.0 +0.0 1 I B 12 13H% 0.0 0.0 .0 0. 1 ,1.1 6.2 .8 5. 0. 2.6 0.1 5.4 0.4 0.0 +00 0.0 0.0 0.0 LL -AO SSB 0.0 0.0 0.0 .0 E L 2.0 .8 1. 0. 1.6 .1 .1 2.3 0.5 0.0 +00 0.0 0.0 0.0 + + + + + 1 7 2 + + 11 1 2 2 14 +64 + + + + + + 00 00 00 .0 O 66 8 5 0 5 0 6 05 00 00 00 00 00 . ° � ° ° OA7AO +0.0 +0.0 +0.0 .0 +0. + o O +2 1 .8 +1 .8 +1 9 0.5 +01.1 +0.0 +00 +0.0 +0.0 +0.0 AO O A ° ° ° + + + + + + + +o. + + + +00 + + + 0.0 0.0 0.0 .1 0. 2 4 3 5.5 .8 4. 1 0 .21 .2 1.6 1 5 6.4 +10.5 0.0 0.0 0.0 0.0 O +0.0 +0.0 +0.0 .0 +0. + .1 .1 +29 .8 +2 .1 + .8 +23 .5 + +0.0 +00 +0.0 +0.0 +0.0 SB + + + + +0. + + + + + + +1+00+++0.0 0.0 0.0 .0 0.1 .2 4 3 .8 4 .1 .4 .1 .2 1 6 � 5 5 P.5 0.0 0.0 0.0 0.0 Ll +0.0 +0.0 +0.0 .0 +0. + +3.9 .8 +3. 4.=4 3 0.1 .2 4Qh +2.9 .5 +C 0 +0.0 +0. +0.0 +0.0 +0.0 ° 13 19 +0.0 +0.0 +0.0 +0. + T+5 +35 .8 +3 O A .8 .3 S 5 A +39 +.5 ++0.0 +0+0.0 +0.0 +0.0 B 8 17 B+0.0 +0.0 +0.0 .0 +0. + 1 +4.7 .8 +4. 1 0.2 + .1 + .2 +4.3 + .5 + +0.0 +0. +0.0 +0.0 +0.0 TYPICAL PEDESTRIAN LIGHT PER CITY OF + + +c + + + +o. + + +0' + + + + + WHEAT RIDGE STANDARDS. 0.0 0. 0.0 0 T+6 2.6 .8 2. .0 0.0 .1 2.5 .6 0.0 0. 0.0 0.0 0.0 DESIGNED BY OTHERS I* IBmIl 18 -B Iw+++ + + + + + + + + + +z+++0.0 0.0 0.0 0 6.3 i.0 4. 9 C 3 �B 7. 6.1 .6 0.0 0. 0.0 0.0 0.0 +0.0 +0.0 +0.0 + SA11.3 + + 0.6 4 .4 0.3 0.1 0.1 0.7 0.1 0.2 +0.5 + .4 + +0.5 0. 2 0. +0.0 +0. w Of +0.0 +0.0 +0.0 \1� r\\ -a +0.0 +0.0 +0.0 +0 + + + + + + + + + + + +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.3 +0.8 +1.3 +2.5 +3.8 +4.0 +3.4 + .9 +1. +0.7 +0.5 +0.4 +0.3 +0.3 +0.3 +0.3 +0.5 +0.9 +1.4 +2.5 +3.6 +3.7 +3� +1.7 +1.0 + +0. +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.2 +0.5 +0.8 +1.4 +1.6 +1.7 +1.7 +1.3 +1.0 +1.1 +1.4 +2.4 +2.4 +2.3 +2.0 +1.2 +0.9 +0.8 +0.9 +1.3 +1.4 +1.3 +1.3 +0.9 +0.5 +0. +0 +0.1 +0. +0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 0 0.0 0.0 1 0.1 0.2 0.2 0.1 0.2 0.3 0.5 1.2 .9 3.7 5. 4.8 3.0 1.6 0.9 0.4 0.2 .2 0.0 0. 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0 + + + + + + + 0 +0.0 +0. +0.0 +0.0 +0.0 + + + + + + + + + + + + + + + + + + °° + C + + + +o.:? + +0.1) + + + 0.0 0.0 0.0 0 . 0.0 ---�� ... �0 0.6--- $-0. A . 0- 0� � 0 -0 .� '+0-. 0 . T X0.1 0� �4 .8 0 . 5 . ?O 3 1 0.8 I 0 . 0 0.0 0 . 0.0 0.0 0.0 +0.0 +0.0 +0.0 0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0. 0. +4 +1.4 +0. 0 +0.0 +0. +0.0 +0.0 +0.0 19 20 21 22 0.0 0.0 0.0 0 01 11+ + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 1+0 1 O 2 1.1 0. .0 0.0 0. 0.0 0.0 0.0 o +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0. I+0 1 + +1 +1.1 +0. .0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0. i+0 + 9D+4 +1.4 +0. +0.0 0. +0.0 +0.0 +0.0 LIGHTING FIXTURE SCHEDULE ITEM NO MANUFACTURER CAT. N0. LAMPS MT. HT DESCRIPTION x VLu 14 3000K LED +0.8 +0. + A 28 PHILLIPS LIGHTOLIER S5R 830K 7 650 LUMENS 7.5 FT 5" ROUND SLIM LED SURFACE DOWN LIGHT WITH FLAT ACRYLIC LENS B 26 RAB SLIM I2-Y-/PC/Dl0 3000K LED $ � WET LOCATION EXTERIOR WALL MOUNTED FULL CUT OFF LIGHT WITH PHOTO 1 L LIGHTING1,531 0.1 LUMENS 0.1 CELL CONTROL c $ PROGRESS LIGHTING P5674 -20/30K 3000K LED 7.5 FTFULL CUT OFF EXTERIOR CYLINDER LED WALL LIGHT +0.0 +0.0 +0.0 6R 537 LUMENS +0.0 +0.0 D 2 RAB LIGHTING SLIMIB-Y-/PC/D10 2 5� 3K LED 12 FT W� LOCATION EXTERIOR WALL MOUNTED FULL CUT OFF LIGHT WITH PHOTO +0.0 Ell LUMENS k CELL CONTROL 3 DSXILED-40C-530- 3000K LED 12 � SINGLE HEAD FULL CUT OFF POLE LIGHT ON 12 FT. SQUARE POLE ge,l LITHONIA 30K-T3M-MV0LT-HS 7,660 LUMENS TYPE III OPTICS, HOUSE SIDE SHIELD, AUTOMATIC DIMMING AFTER MID -NIGHT -RPA-PNMTDD3 +0. + + + 6--+2.8-� .1 � 4-+2 DSXOLED-20C-530- 3000K LED �� � SINGLE HEAD FULL CUT OFF POLE LIGHT ON 10 Ff. SQUARE POLE SA2 0-a LITHONIA 30K-T3S-MVOLT- 7,660 LUMENS +0.0 TYPE III SHORT OPTICS, AUTOMATIC DIMMING AFTER MID -NIGHT I+0 + -RPA-PNMTDD3 +2.2 +4.5 SB s HINKLEY LIGHTING 15601 -BZ -LED 2700K LED 2,5 F7 ROUND OUTDOOR FULL CUT OFF PATHWAY LIGHT +0.0 +2.2 +4.5 +2.2 +0.2 +0.1 385 LUMENS +2.5 +4.1 +0.0 +0.0 +0. 1.'o + a IL x VLu 14 W +0.8 +0. + o�I= +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. 1 L 0.0 0.1 0.1 0.1 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 6R +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 6R +0.0 +0.0 +0.0 Ell M k of +0.0 +0. + + + 6--+2.8-� .1 X2-2 +6.9 4-+2 . A +n A + . +0 + . + . 0-a +0.0 +0.0 +0.0 +0.0 +0. I+0 + +2.2 +4.5 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +2.2 +4.5 +2.2 +0.2 +0.1 +3.0 +3.5 +2.5 +4.1 +0.0 +0. : 0 I + +0. +0.1 +0.0 +0.0 +0. B + . + rl B B h +0 +0.4 +0.4 + . +0.0 +0. i 0 + +2 + +5.4 +5.4 +3. + +0.1 +0.0 +0.0 + 0.0 + 0. I�o + + 3.1 .0 + 8.3 + 0.1 + 0.0 + 0.0 + 7 4 + 4.4 + 0. SA2 + 0.0 + 0. I :07. + O + .1 + 1.1 + 1. + 1.3 + 0.5 + 0.2 + 0.1 + 0.0 + 0.0 I 23 24 25 26 +0.0 +0. t0. + . 1121 +C.5 0 q +1 0 A. 0.9 +0.5 +0.2 +0.1 +0.0 +0.0 +0.0 +0. �0. + .c C ° O °° ° 1 + .2 1 A 80 A 2.2 +0.2 +0.1 +0.1 +0.0 +0.0 C +0.0 +0. +0.0 + + + + + + +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 O a IL x VLu 14 W m mi o�I= z d +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. .0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 Q tz N SITE PHOTOMETRIC SUMMARY AVERAGE = 0.7 FT. CANDLE MAXIMUM = 10.4 FT. CANDLE MINIMUM = 0.0 FT. CANDLE ROUND STRAIGHT STEEL POLE BLACK FINISH DESIGNED TO WITHSTAND A MIN. 80 MPH WIND WITH 1.3 GUST FACTOR HAND HOLE ANCHOR BOLTS. PROVIDED BOND GROUND WIRE BY E.C., INSTALLED BY G.C. TO METAL REBAR � GR4DE 4#4 REBARS WITH 0 #4 REBAR TIES AT co 12" O.C. 4" CONDUIT I AND ---J24" DIA. CONCRETE 3 �BASE BY GENERAL OUT WITH CIRCUIT WIRE CONTRACTOR 2 FT. BELOW GRADE MIN. POLE MOUNTED FIXTURES INSTALLATION DETAIL FOR FIXTURE "SA" NO SCALE SITE PHOTOMETRIC PLAN rn ao c � � c O O c N N C Ln o c N C �n " c C) c WK4112 SCALE: 1 =20 00 _ Ur Z O a IL x VLu 14 W m mi o�I= z d Do uj v ujd O J V W � W J W ~ J� 0O CID Q �> O O J W z v W o � limi V W ~ d y N rn ao c � � c O O c N N C Ln o c N C �n " c C) c WK4112 SCALE: 1 =20 00 _ Ur O U x VLu W W m O W Do Q Om .► O J V W cc,)) >Lu ~ J� 0O CID Q � O J W z v o w CD rn ao c � � c O O c N N C Ln o c N C �n " c C) c WK4112 SCALE: 1 =20 00 _ Ur 8811 E Hampden Ave, Ste 200, Denver, CO 80231 U-) RU) a� ) ) (303) 355-5534 (tel) walter@rgecinc.com T_ 0 ■■ � Om .. m 8811 E Hampden Ave, Ste 200, Denver, CO 80231 U-) RU) a� ) ) (303) 355-5534 (tel) walter@rgecinc.com T_ 0 EXHIBIT 4: SUBDIVISION PLAT Attached as an 11x17 document on the following page. Planning Commission 12 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP RECEPTION NO. , DATE , 20 , TIME , COUNTY OF JEFFERSON, STATE OF COLORADO, $ CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. OWNER'S CERTIFICATE: I/WE, CLEAR CREEK TERRACE, LLC, BEING THE OWNER(S) OF REAL PROPERTY CONTAINING 91,100 SQUARE FEET OR 2.0914 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION IN THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, PER THE PLAT RECORDED FEBRUARY 28, 1996 AT RECEPTION NO. F0192325 IN THE OFFICE OF THE CLERK AND RECORDER FOR SAID COUNTY, LYING WITHIN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN SAID CITY, COUNTY AND STATE, MORE PARTICULARLY DESCRIBED AS FOLLOWS: GENERAL NOTES 1. THE TOTAL ACREAGE OF THIS FINAL PLAT IS 91,100 SQUARE FEET OR 2.0914 ACRES, MORE OR LESS. 2. THE DATE OF FIELD WORK FOR THIS PLAT WAS PERFORMED ON MAY 18, 2018. 3. THIS PLAT WAS PREPARED ON THE 10TH DAY OF AUGUST, 2018. 4. NO OFFSET MONUMENTS ARE TO BE SET IN CONJUNCTION WITH THIS PLAT. STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 2019 BY WILLIAM LYONS, JR, AS ------------ FOR CLEAR CREEK TERRACE, LLC. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC 5. THE BASIS OF BEARINGS FOR THIS PLAT IS BASED UPON THE EASTERLY COMMENCING AT EAST 1/4 CORNER OF SAID SECTION 20, FROM WHICH THE TABLE LINE OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, EAST LINE OF SAID NORTHEAST ONE-QUARTER BEARS NORTH 00°31'28" MADE RANGE 69 WEST OF THE 6TH P.M., WHICH BEARS NORTH 00°31'28" WEST, PER THE CITY OF WHEAT RIDGE'S COORDINATE SYSTEM DATED THE WEST BETWEEN THE FOUND MONUMENTS AS SHOWN HEREON PER THE FEBRUARY 1, 2008 BETWEEN IDENTIFICATION POINT NUMBER "14209" FOR LOT CITY OF WHEAT RIDGE'S COORDINATE SYSTEM DATED FEBRUARY 1, 2008. THE EAST 1/4 CORNER OF SECTION 20 AND IDENTIFICATION POINT NUMBER 6. THIS SURVEY OR PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY "13209" FOR THE NORTHEAST CORNER OF SECTION 20, WITH ALL BEARINGS 0.0338 ALTURA LAND CONSULTANTS, LLC. TO DETERMINE TITLE, CONTAINED HEREIN BEING REFERENCED TO SAID EAST LINE; 1,452 RIGHTS-OF-WAY AND EASEMENTS OF RECORD. TITLE COMMITMENT NO. THENCE NORTH 21°29'32" WEST, A DISTANCE OF 925.19 FEET TO THE 1,508 ADN70577675 WITH AN EFFECTIVE DATE OF APRIL 4, 2018 PREPARED SOUTHEAST CORNER OF SAID LOT 2 AND THE POINT OF BEGINNING; 3 BY LAND TITLE GUARANTEE COMPANY WAS RELIED UPON FOR FOR ALL THENCE ALONG THE SOUTH LINE OF SAID LOT 2, NORTH 89°50'00" WEST, A LOT 19 INFORMATION REGARDING RECORD TITLE, RIGHTS-OF-WAY AND DISTANCE OF 170.71 FEET TO THE WEST LINE OF SAID LOT 2, BEING THE LOT EASEMENTS. EAST LINE OF LOT 1, DAVISHER MINOR SUBDIVISION; 0.0333 LOT 20 THENCE ALONG SAID WEST LINE, NORTH 00°27'20" WEST, A DISTANCE OF 7. BY SCALED MAP LOCATION AND GRAPHIC PLOTTING ONLY, THIS 143.51 FEET TO THE SOUTH LINE OF SAID LOT 2, BEING THE NORTH LINE 1,452 PROPERTY LIES IN ZONE X OF THE FLOOD INSURANCE RATE MAP, OF LOT 1, DAVISHER MINOR SUBDIVISION; 1,433 PANEL 194 OF 675, COMMUNITY PANEL NUMBER 085079 0194 F AND THENCE ALONG SAID SOUTH LINE, SOUTH 89°12'42" WEST, A DISTANCE OF 6 DATED FEBRUARY 5, 2014 - SUBJECT PROPERTY IS NOT IN A SPECIAL 132.20 FEET TO THE EAST LINE OF A 10 FOOT RIGHT-OF-WAY DEDICATION LOT 22 FLOOD HAZARD AREA. PER SAID PLAT OF DAVISHER MINOR SUBDIVISION; LOT 7 THENCE ALONG SAID EAST LINE, NORTH 00°27'20" WEST, A DISTANCE OF 8. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL 219.14 FEET TO THE NORTH LINE OF SAID LOT 2; 0.0331 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE THENCE ALONG SAID NORTH LINE, NORTH 89°12'18" EAST, A DISTANCE OF 1,474 YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY 302.78 FEET TO THE EAST LINE OF SAID LOT 2, FROM WHICH THE 1,408 ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED NORTHEAST CORNER OF SAID SECTION 20 BEARS NORTH 12°40'54" EAST, A 9 MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN DISTANCE OF 1447.76 FEET, SAID LINE ALSO BEING THE WEST LINE OF LOT 25 HEREON. TURGEON SUBDIVISION, PER THE PLAT RECORDED MARCH 22, 2002 AT 9, PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL LINEAL RECEPTION NO. F1447900, IN SAID OFFICE OF THE CLERK AND RECORDER 0.0338 LOT 26 AND THE WEST LINE OF LOT 3, FIGHTMASTER SUBDIVISION, PER THE PLAT 0.0331 UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. RECORDED MARCH 7, 2003 AT RECEPTION NO. F1693798, IN SAID OFFICE 1,474 ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING OF THE CLERK AND RECORDER; 10,046 TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. THENCE ALONG SAID EAST LINE, SOUTH 00°28'29" EAST, A DISTANCE OF 12 1,474 365.53 FEET TO THE POINT OF BEGINNING. 10. THE NON -BUILDABLE STORMWATER DETENTION/WATER QUALITY AREA 0.6053 LOT HEREIN SHOWN AS "TRACT D" SHALL BE CONSTRUCTED AND MAINTAINED 1,474 0.0338 BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE 0.2221 ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME 1,474 IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL AND STYLE OF CLEAR CREEK TERRACE, A SUBDIVISION OF A PART OF THE 5,919 HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE 15 WORK, THE COST OF WHICH SAID OWNER, HEIRS. SUCCESSORS. AND TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL R. 0. W. ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE LOT CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES ORALTERATIONS CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR 0.0338 AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, Lake DIRECTOR OF PUBLIC WORKS. INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR 91,100 2.0909 ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND 11. THE INFORMATION SHOWN ON THIS PLAT IS CONSISTENT WITH THE ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, CURRENT CITY DATUM, BEING A GROUND-BASED MODIFIED FORM OF THE STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ALL APPURTENANCES THERETO. ZONE 0502. THE VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE GROUND TO GRID COMBINED CLEAR CREEK TERRACE, LLC (OWNER) SCALE FACTOR USED IS 0.99974780300, SCALED FROM THE CITY OF WHEAT RIDGE BASE PONT PHAC 1 (PERMANENT HIGH ACCURACY ---------------------- ------------------------ CONTROL POINT #1) HAVING THE FOLLOWING NAD 8 3 /9 2 STATE PLANE BY WILLIAM LYONS, JR. AS COORDINATES: PHAC 1: NORTHING: 1701258.75, EASTING: 3118217.58, ELEVATION: 5471.62. STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON) THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 2019 BY WILLIAM LYONS, JR, AS ------------ FOR CLEAR CREEK TERRACE, LLC. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC 12. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 13. THE ZONING FOR THE ENTIRETY OF THE SUBJECT PROPERTY IS PLANNED RESIDENTIAL DEVELOPMENT (PRD). 14. TRACT A IS DESIGNATED AS OPEN SPACE TO BE USED FOR LANDSCAPING, DRY UTILITIES AND COMMUNITY AMENITIES SUCH AS DOG WALK PATH, PEDESTRIAN SIDEWALKS, AND DRAINAGE. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. 15. TRACT B IS NON -BUILDABLE AND SHALL BE USED FOR THE PURPOSES OF PUBLIC AND EMERGENCY VEHICULAR ACCESS AND PEDESTRIAN SIDEWALK ACCESS, AND IS FULLY ENCUMBERED BY AN ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT (SEE SHEET 4). MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. UPON DEVELOPMENT OF THE PROPERTY TO THE EAST, SHOWN HEREIN AS LOT 3, FIGHTMASTER SUBDIVISION, ACCESS FROM TRACT B TO THE EASTERN PROPERTY SHALL BE REQUIRED TO ALLOW CIRCULATION BETWEEN THE TWO PROPERTIES BY OWNERS, TENANTS AND GUESTS OF THE TWO DEVELOPMENTS. THE COST OF THIS CONSTRUCTION SHALL BE SHARED BY THE DEVELOPER(S) OF BOTH PARTIES'. 16. TRACT C IS DESIGNATED FOR COMMUNITY OPEN SPACE AND SHALL BE USED FOR LANDSCAPING, DRAINAGE, SWALES, AND PUBLIC USE OF THE COMMUNITY AMENITIES WITHIN THE OPEN SPACE. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. 17. TRACT D IS DESIGNATED FOR STORMWATER DRAINAGE AND IS FULLY ENCUMBERED BY A DRAINAGE EASEMENT FOR STORMWATER MANAGEMENT (SEE NOTE 10), OUTLET STRUCTURE AND PIPING, AND MAINTENANCE ACCESS. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. SHEET 1 OF 4 CERTIFY SUBDIVISION DATA TABLE TERRACE WAS MADE SQ. FT.± ACRES± THE SQ. FT.± ACRES± LOT 1 1,452 0.0333 LOT 17 1,474 0.0338 LOT 2 1,452 0.0333 LOT 18 1,508 0.0346 LOT 3 1,452 0.0333 LOT 19 1,466 0.0337 LOT 4 1,452 0.0333 LOT 20 1,433 0.0329 LOT 5 1,452 0.0333 LOT 21 1,433 0.0329 LOT 6 1,485 0.0341 LOT 22 1,466 0.0337 LOT 7 1,508 0.0346 LOT 23 1,440 0.0331 LOT 8 1,474 0.0338 LOT 24 1,408 0.0323 LOT 9 1,474 0.0338 LOT 25 1,408 0.0323 LOT 10 1,474 0.0338 LOT 26 1,440 0.0331 LOT 11 1,474 0.0338 TRACT A 10,046 0.2306 LOT 12 1,474 0.0338 TRACT B 26,368 0.6053 LOT 13 1,474 0.0338 TRACT C 9,676 0.2221 LOT 14 1,474 0.0338 TRACT D 5,919 0.1359 LOT 15 1,474 0.0338 R. 0. W. 1,096 0.0252 LOT 16 1,474 0.0338 VICINITY MAP West Lake TOTAL 91,100 2.0909 12. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 13. THE ZONING FOR THE ENTIRETY OF THE SUBJECT PROPERTY IS PLANNED RESIDENTIAL DEVELOPMENT (PRD). 14. TRACT A IS DESIGNATED AS OPEN SPACE TO BE USED FOR LANDSCAPING, DRY UTILITIES AND COMMUNITY AMENITIES SUCH AS DOG WALK PATH, PEDESTRIAN SIDEWALKS, AND DRAINAGE. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. 15. TRACT B IS NON -BUILDABLE AND SHALL BE USED FOR THE PURPOSES OF PUBLIC AND EMERGENCY VEHICULAR ACCESS AND PEDESTRIAN SIDEWALK ACCESS, AND IS FULLY ENCUMBERED BY AN ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT (SEE SHEET 4). MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. UPON DEVELOPMENT OF THE PROPERTY TO THE EAST, SHOWN HEREIN AS LOT 3, FIGHTMASTER SUBDIVISION, ACCESS FROM TRACT B TO THE EASTERN PROPERTY SHALL BE REQUIRED TO ALLOW CIRCULATION BETWEEN THE TWO PROPERTIES BY OWNERS, TENANTS AND GUESTS OF THE TWO DEVELOPMENTS. THE COST OF THIS CONSTRUCTION SHALL BE SHARED BY THE DEVELOPER(S) OF BOTH PARTIES'. 16. TRACT C IS DESIGNATED FOR COMMUNITY OPEN SPACE AND SHALL BE USED FOR LANDSCAPING, DRAINAGE, SWALES, AND PUBLIC USE OF THE COMMUNITY AMENITIES WITHIN THE OPEN SPACE. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. 17. TRACT D IS DESIGNATED FOR STORMWATER DRAINAGE AND IS FULLY ENCUMBERED BY A DRAINAGE EASEMENT FOR STORMWATER MANAGEMENT (SEE NOTE 10), OUTLET STRUCTURE AND PIPING, AND MAINTENANCE ACCESS. MAINTENANCE WILL BE THE RESPONSIBILITY OF THE HOA. SHEET 1 OF 4 CITY SPECIFIC NOTES 1. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER -OCCUPIED MULTI -FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, LIMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE "MULTI -FAMILY DEVELOPMENT AREA"). TO THE EXTENT THAT THE FOLLOWING CLAIMS INVOLVE ANY MULTI -FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. 2. ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTIFAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TO THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER, CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELLING UNITS UPON THE MULTI -FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT, C.R.S. § 13-80-802.5, ET SEQ., AS AMENDED ("CDARA"); AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI -FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE MULTI -FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER DOCUMENTS GOVERNING SUCH COMMUNITY. 3. THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIM(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIM(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI -FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW 4. FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES. 5. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI -FAMILY DEVELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI -FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL SUCCESSORS IN INTEREST, GRANTEES, OWNERS, HEIRS, ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI -FAMILY DEVELOPMENT AREA, TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. 6. INDIVIDUAL TOWNHOUSE LOTS SHALL NOT BE DEVELOPED FOR ANY PURPOSE OTHER THAN TOWNHOMES. ACCESS EASEMENT THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'ACCESS EASEMENTS', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR ABUTTING PUBLIC STREETS SURVEYOR'S CERTIFICATE I, JESUS A. LUGO, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK TERRACE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION Fr ori°geoRd• WITH ALL APPLICABLE II COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE 0 II W. 47th Ave. II CnC Cf) 70 v' E D T o (D aD E 00� °' II U) cn W. 46th Ave. W. 46th Ave. 0 II SITE West 44th Avenue West 44th Avenue Q) Cn c II_ Prospect > Tabor Lake Lake VICINITY MAP West Lake Not to Scale CITY SPECIFIC NOTES 1. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER -OCCUPIED MULTI -FAMILY DWELLING UNITS OR ASSOCIATED COMMON AREAS, LIMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE "MULTI -FAMILY DEVELOPMENT AREA"). TO THE EXTENT THAT THE FOLLOWING CLAIMS INVOLVE ANY MULTI -FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT, SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW. 2. ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTIFAMILY DEVELOPMENT AREA, (B) ANY COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TO THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER, CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY RESIDENTIAL DWELLING UNITS UPON THE MULTI -FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE CONSTRUCTION DEFECT ACTION REFORM ACT, C.R.S. § 13-80-802.5, ET SEQ., AS AMENDED ("CDARA"); AND (2) THAT PERTAINS TO ANY OF: (A) THE MULTI -FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER IMPROVEMENTS CONSTRUCTED ON THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE MULTI -FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER DOCUMENTS GOVERNING SUCH COMMUNITY. 3. THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIM(S) THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIM(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI -FAMILY DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS, CONDITIONS OR RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW 4. FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES. 5. ALL FUTURE PURCHASERS OF ANY INTEREST IN THE MULTI -FAMILY DEVELOPMENT AREA ARE DEEMED TO HAVE ACCEPTED AND AGREED TO THE TERMS AND CONDITIONS OF THIS PLAT NOTE AND SHALL BE BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, DEEMED TO BE A COVENANT RUNNING WITH THE MULTI -FAMILY DEVELOPMENT AREA, AND BINDING UPON ALL SUCCESSORS IN INTEREST, GRANTEES, OWNERS, HEIRS, ASSIGNS, AND ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO THE MULTI -FAMILY DEVELOPMENT AREA, TOGETHER WITH ANY COMMON INTEREST COMMUNITY ASSOCIATION ASSOCIATED THEREWITH. 6. INDIVIDUAL TOWNHOUSE LOTS SHALL NOT BE DEVELOPED FOR ANY PURPOSE OTHER THAN TOWNHOMES. ACCESS EASEMENT THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'ACCESS EASEMENTS', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR ABUTTING PUBLIC STREETS SURVEYOR'S CERTIFICATE I, JESUS A. LUGO, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK TERRACE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. -------------------------- JESUS A. LUGO, PLS 38081 COLORADO LICENSED PROFESSIONAL LAND SURVEYOR FOR AND ON BEHALF OF ALTURA LAND CONSULTANTS, LLC PLANNING COMMISSION CERTIFICATE RECOMMENDED FOR APPROVAL THIS DAY OF 2019, BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON CITY CERTIFICATEZACCEPTAN CE OF DEDICATED INTEREST IN REAL PROPERTY A. D. THE CITY OF WHEAT RIDGE, COLORADO, HEREBY ACCEPTS THE DEDICATION AND CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS AND OTHER INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR PUBLIC PURPOSES. MAYOR ATTEST CITY CLERK ------------------------- COMMUNITY DEVELOPMENT DIRECTOR -------------------- DIRECTOR OF PUBLIC WORKS RECORDER'S CERTIFICATE 1: I ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, ON THIS ----- DAY OF 2019. JEFFERSON COUNTY CLERK AND RECORDER ------------ ----------------- BY: DEPUTY CLERK SHEET INDEX SHEET 1 - COVER SHEET SHEET 2 - BOUNDARY, LOT, AND TRACT DETAILS SHEET 3 - SANITARY SEWER, DRAINAGE & UTILITY EASEMENT DETAILS SHEET 4- WATER AND ACCESS EASEMENT DETAILS CASE HISTORY WZ-95-18 MS -95-5 WZ-18-15 WZ-18-19 WS -18-03 COVER SHEET RECEPTION NO. I z 0 20'- 4 0' 0'40' W 20' 0 10' Right -of -Way previously dedicated O Rec. No. F0389536 C)- Z ww Cq 0 5' Right -of -Way ap hereby dedicated to Q the City of Wheat Ridge by this plat 10' Right -of -Way previously dedicated - Rec. No. FO192J25 i C LOT 1 22.00' �0 0 U> 1,452 S.F.+ LOT 19 N N 0.0333 A C. + v N 1,433 S. F± N89 32'40 "E 66.00' 36.26' Q) LOT 2 0.0329 AC.+ 0 N 1, 452 S. F. + w �i N 0.0333 A C. + N LLQ N89',32'40 "E 66.00' o LOT 3 0 �) T 1,452 S.F.+ C N N C) e� cn N C/) N89:32'40'E 66.00' 22.00' o LOT 4 0 N 1,452 S.F.+ LSI � N 0.0333 A C. + N N897,32'40 "E 66.00' Q) LOT 5 0 N 1,452 S. F. N N 0.0333 A C. + N 5' Right -of -Way - hereby dedicated to the City of Wheat Ridge by this plat i (J] U] LLQ 10Right-of-Way LLJ previously dedicated �1 Rec. No. 94163071 0 �l L� 10' Right -of -Way previously dedicated Rec. No. F0192325 i 20' 40' CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. FOR 'J DJ\J OF L O r 141 l rrr �; ' j J -D'- Dl VJ l JJ\J fPLaT 3001< 2, PGF' 23A� Zoned R-2 N89 °12'18 "E Q) LOT 1 22.00' �0 0 N 1,452 S.F.+ LOT 19 N N 0.0333 A C. + v N 1,433 S. F± N89 32'40 "E 66.00' 36.26' Q) LOT 2 0.0329 AC.+ 0 N 1, 452 S. F. + w �i N 0.0333 A C. + N N89',32'40 "E 66.00' o LOT 3 0 N 1,452 S.F.+ N N 0.0333 A C. + cn N C/) N89:32'40'E 66.00' 22.00' o LOT 4 0 N 1,452 S.F.+ N N 0.0333 A C. + N N897,32'40 "E 66.00' Q) LOT 5 0 N 1,452 S. F. N N 0.0333 A C. + N N89 32'40 "E 66.00' o LOT 6 0 1, 485 S. F. + N N 0.0341 A C. + N89 32'40'E 66.00' ►-OTSBD IVISIoN RAVISHER MINOR No.FO R 192325) Zoned R-1 POF,rJOl\J OF LOT 141 l rrr S ' 3 J� Jl VJSIOJ\J fP 1 r BDOf( 2, Pr1 Gr 2JA) C) LOT 12 22.00' �0 0 N 1,474 S.F.+ LOT 19 N N 0.0338 A C. + v N 1,433 S. F± N89 32'40 "E 6700' 36.26' Q) LOT 11 0.0329 AC.+ 0 N 1,474 S. F. + w N N 0.0338 A C. + N N89:32'40 "E 67.00' LOT 10 0 Q) N 1, 474 S. F. + 0 N N 0.0338 A C. + cn N C/) N89'32'40"E 67.00' 22.00' o LOT 9 0 N 1,474 S.F.+ N N 0.0338 A C. + N N8-9'32'40 "E 67.00' C) LOT 8 0 N 1,474 S.F.+ N N 0.0338 A C. + "� N89 32'40 "E 67.00' o LOT 7 0 1,508 S. F. N N 0.0346 AC. + N89 32'40'E 67.00' SHEET 2 OF 4 Found aluminum cap stamped "LS 16837, Heid for the Easterly line of Lot 2, Davisher Minor Subdivision, 2.46' 22.50' coo coo 22.00' �z 22.00' �0 22.50' R6 co N00°27'20"W 21.46' R5 LOT 19 LOT 20 LOT 21 LOT 22 v 1,466 S.F.+ 1,433 S. F± 1,433 S.F.+ 1,466 S.F.+ 36.26' 0.0337 AC. + 0.0329 AC. + 0.0329 AC.+ 0.0337 AC.+ U W w W W Ln zLn cn U) C/) 22.50' 22.00' 22.00' 22.50' N89'50'00 "W 1447.76' S12°40 54 �! TI E UOT 1 Zoned R-3 LO Ld UpT 2 Zoned R-2 SUBp�v�S�ON -�uRGE4 NO FA447900i UpT 3 Zoned R-2 Heid as the Northwest corner Lot 3, Fightmoster Subdivision LOT 3 F1 UF'[)I VISION S (REC. NO F16g3798) Zoned R-3 Southeast corner Lot 2, Da vish er Minor Subdivision Az Pnint of Rnninninn A127:93 „w TIE 20' --� FOR JON OF LOT l" �i LEES' 3J�DlVJ3JOJ\J (PST _R00i< 2, PAGE 22A) Zoned R-3 �P I R /\ L.S. 13212 17 116 20 0 21 Northeast corner of Section 20 Found 3 1/2" brass cap stamped as shown, in monument box, per the Colorado Land Survey Monument Record accepted 0510311985. Heid & Accepted as the above described monument with City of Wheat Ridge Point ,13209 State Plane Coordinates of - Northing - 1710573.33; Easting - 3104403.61 Modified Ground Coordinates of - Northing - 711004.84; Easting - 105186.73 GRAPHIC SCALE 20 0 10 20 FEET Scale: 1" = 20' Monument Notes • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT STAMPED PLS 38081 INDICATES FOUND SECTION MONUMENT AS NOTED Line Legend SUBJECT PARCEL BOUNDARY LINES SECTION LINES ADJOINING PARCEL BOUNDARY LINES - = EASEMENT LINES SUBDIVISION LOT LINES SECTION TIE LINES Miscellaneous Notes 1) ALL CURVES ARE NON -TANGENT UNLESS OTHERWISE NOTED IN THE CURVE TABLES; (T)=TANGENT, (NT)=NON-TANGENT 2) R.O.W. = RIGHT-OF-WAY 3) CL = CENTER LINE. 4) FOR RECORD DIMENSIONS OF EASEMENTS SHOWN HEREON, REFER TO THE RECORDING INFORMATION AS INDICATED. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE LOCATION OF THE RECORDED EASEMENT AS SHOWN HEREON, THE RECORD DOCUMENT WILL TAKE PRECEDENCE. LINE TABLE LINE BEARING LENGTH L1 N00°27'20"W 21.46' L2 N89°32'40"E 26.00' L3 S00°27'47"E 36.48' RADIAL LINE TABLE LINE BEARING R1 S00°27'20"E R2 N89°32'1 YE R3 N89°28'32"E R4 N01 °02'55"E R5 N89°56'27"W R6 S00°27'14"E CURVE TABLE CURVE RADIUS DELTA LENGTH CH BEARING CHORD C1 (T) 5.00' 90°00'26" 7.85' S44°32'26"W 7.07' C2(NT) 26.00' 88°25'37" 40.13' S44°44'17"E 36.26' C3(NT) 9.50' 90°30'47" 15.01' N45°11'51"W 13.50' East 1/4 corner of Section 20 Found 2 1/2" brass cap stamped as shown, in City of Wheat Ridge monument box, per the Colorado Land Survey Monument Record accepted 10/31/2011 & the Point of Commencement. Heid & Accepted as the above described monument with City of Wheat Ridge Point #14209 State Plane Coordinates of: Northing - 1707935.13,• Easting - 3104427.76 Modified Ground Coordinates of - Northing - 708365.98; Easting - 105210.89 BOUNDARY, LOT AND TRACT DETAILS RECEPTION NO. �° OZ0) �O 0 LZ �m z O m I 20' 40' -{ 10' Right -of -Way previously dedicated Rec. No. FO389536 pj 5' Right -of -Way hereby dedicated to the City of Wheat 1� Ridge by this plat 10' Right -of -Way previously dedicated Rec. No. FO192J25 a CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SHEET 3 OF 4 FOR'DON OF LOT 141 L rrr S ' S J_5r-DJVJSJOJ\I lPLAT B00J< 2, PAGE 23SA) Zoned R-2 N89 °12'18 "E I - Utility Easement hereby granted by this plat 249.8 0' -5.00'- �-- 34.79' 5.00'45.64' .015.00'r- 1.90' DOI I� J� - TRACT A of LL14 J �I ��T L17 Remaining portion of 10 Utility Easement Rec. No. F0192325 5.00' LOT 1 I LOT 12 LOT 2 5' Utility Easement hereby granted by this plat LOT 3 LOT 4 LOT 5 PORMON OF LOT 141 L rrrs ' S J� Dl VlS101\l (.PL -/AT BF001< 2, PAGE 2JA) Zoned A-1 135.21 ' Existing 5' Utility Easement, Rec. No. F0192325, to remain Existing 8' Drainage & Utility Easement Rec. No. F1447900II Drainage Easement hereby granted by this plat 302.78' Found aluminum cap stamped "LS 16837, Held for the Easterly line of Lot 2, Davisher Minor Subdivision, 2.46' North of the Northeast corner - 2.75' 45.23' Lp ( 1 I L 10� 5.00' 40.23' � Zoned R-3 TRACT �I �, L6 l --_ -- --� �II co 1° -L----- L - - �- I L11� I Existing 5' Drainage LOT 13 j 25' Utility Easement to be granted to Fruitdale Sanitation District by separate document, Rec. No. ------------ (hatched area) LOT 11 LOT 14 I I L LOT 10 OT 15 m I Q 5' Utility Easement hereby granted by this plat �I LOT 9 LOT 16 /I 25' Utility Easement to be granted to Fruitdale Sanitation District by separate document, Rec. No. (hatched area) LOT 8 LOT 17 m QU o� II N o W/ LOT 18 `�' I o N LOT 6 "' '� LOT 7 ,� I N N I °No N II Q) zl o II Z TRACT A 1.00' 0'�- TRACT A 142.00' TRACT A 1.00 66.54 -. 175.00' ' -L5.00' 67.54' N8932'40"E I I II - - - Y5' - - - - - - - - - - - - - N89',32'40 "E 124.46' i i N89 32'40 "E t5' Utility Easement hereby 111.57' I I L 4 II Utility Easement hereby oo f I granted by this i� granted by this plat II II --- - - - o- --ol - ---- - - - - ---- --T 5 Right -of -Way ��hereby dedicated toVA- __j25 Utility Easement to be granted to Fruitdale II a the City of Wheat �25' Utility Easement to be granted to Fruitdale TRACT BI `v N Sanitation District by separate document, o Ridge by this plat �y Sanitation District by separate document,I I o Lr)y Rec. No. (hatched area)CN Rec. No. (hatched/area) N5 '� I N 1I ofi L7 R7 a� Iof I I I c Remaining portion Z 5.00' Z I I I I RS TRACT C I 5' Utilit Easement herebyranted b this lot Rec. No. F0192325 of 10' Utility Easement � _ _ - - - - - - - - - - - - -L��' I y I g I y p I � 25' Utility Easement to be granted to $89.1242"W 132.20 Fruitdale Sanitation District by separate document, � - - - - - - - - - Rec. No. (hatched area) I N II Existing ExistingLO Utility Easement TRACT C I m 5' Utility Easement 5' tri Rec. No. F0192325 Rec. No. F0192325, to remain LOT 19 LOT 20 LOT 21 LOT 22 I U I R9 W `O Ln I I I o I � y Existing 5 Drainage & Utility Easement & Utility Easement Rec. No. F1447900 Rec. No. F1447900 Existing 5' Utility Easement Rec. No. F0192325, the �- cross -hatched portion hereby vacated by this plat Drainage Easement hereby granted by this plat I -- -f- Existing 8' Drainage & Utility Easement Rec. No. F1447900 L0T 2 Zoned R-2 I r N "� V ►`v�®0 N� F1447900i Existing 5' Drainage & Utility Easement Rec. No. F1447900 ------------- Existing 5' Drainage & Utility Easement Rec. No. F1447900 Existing 8' Drainage & Utility Easement Rec. No. F1447900 Existing 5' Utility Easement Rec. No. F0192325, the �- cross -hatched portion hereby vacated by this plat UpT 3 Zoned R-2 Existing 8' Drainage & Utility Easement Rec. No. F1447900 - - ----------- L - --- N I \ F Existing 10' Drainage Existing 5' Utility Easement hereby o I \ Found ,4 rebar & Utility Easement 5 Utility Easement plot this p 10Right-of-Way granted by z I o Held as the Northwest Rec. No. F1693798 ' I � �, Rec. No. F0192325, I s� 1.25 corner of Lot 3, previously dedicated to remain N8938'09"E --108_85' I I Fightmoster Subdivision Existing Irrigation Rec. No. 94163071 I �---, ----- ----- ---- I I I � I � 0 - - - - - - - 1 W I I Ditch Easement 5.00 Existing - - - Rec. No. F1693798 10' Utility Easement 58938'09"W 108.85 I �I Rec. No. F0192325 TRACT B I o n I r, N I li J I Q)� �' lI n i N I I I or 3 LoSUBDIVISI� 1N8931'31"E �� 46.82'- ASTER HER MINOR 192325) U I - - - 6.00' FI GH TM I SI ON DAVIS EC NO. F 20' Utility Easement to be �- ----- ----� UE3DIV g iR U granted to Fruitdale Sanitation S8,9731'37 "W 51.82' S NO F169379 District by separate document, RE�� Zoned R-1 I- Rec. No. I I 10' Right -of -Way previously dedicated Rec. No. F0192325 I I I Exis tin g 5' Utility Eosemen Rec. No. F0192325 I� Existing CO 5' Utility Easement Rec. No. F0192325 IN I� I IN I O IZ I (hatched area) LOT 23 LOT 24 LOT 25 LOT 26 - J L- - - - - - 20' I - - - } - - - - - - N89'S0'00"W Zoned R-3 FORDON OF LOT l" LrrS' SUSD JVJSIO1V (P -111T B00)< 2, PAGE 23M) Zoned R-3 6' Utility Easement Existing 5' Drainage & Utility hereby granted by Easement Rec. No. F1693798, this plat to remain cs TRACT C WI oil I I NI Existing Irrigation Existing o01 5' Utility Easement N Ditch Easement Rec. No. F0192325, OI Rec. No. F1693798 OI to remain 170.71 I Monument Notes • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT STAMPED PLS 38081 INDICATES FOUND SECTION MONUMENT AS NOTED Line Legend = SUBJECT PARCEL BOUNDARY LINES = SECTION LINES ADJOINING PARCEL BOUNDARY LINES EASEMENT LINES SUBDIVISION LOT LINES = SECTION TIE LINES Miscellaneous Notes 1) ALL CURVES ARE NON -TANGENT UNLESS OTHERWISE NOTED IN THE CURVE TABLES; (T)=TANGENT, (NT)=NON-TANGENT 2) R.O.W. = RIGHT-OF-WAY. 3) CL = CENTER LINE. 4) FOR RECORD DIMENSIONS OF EASEMENTS SHOWN HEREON, REFER TO THE RECORDING INFORMATION AS INDICATED. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE LOCATION OF THE RECORDED EASEMENT AS SHOWN HEREON, THE RECORD DOCUMENT WILL TAKE PRECEDENCE. EINE TABLE LINE O � L4 S89°32'40"W 6.50' L5 N00°27'45"W 26.77' L6 S00°27'20"E a CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SHEET 3 OF 4 FOR'DON OF LOT 141 L rrr S ' S J_5r-DJVJSJOJ\I lPLAT B00J< 2, PAGE 23SA) Zoned R-2 N89 °12'18 "E I - Utility Easement hereby granted by this plat 249.8 0' -5.00'- �-- 34.79' 5.00'45.64' .015.00'r- 1.90' DOI I� J� - TRACT A of LL14 J �I ��T L17 Remaining portion of 10 Utility Easement Rec. No. F0192325 5.00' LOT 1 I LOT 12 LOT 2 5' Utility Easement hereby granted by this plat LOT 3 LOT 4 LOT 5 PORMON OF LOT 141 L rrrs ' S J� Dl VlS101\l (.PL -/AT BF001< 2, PAGE 2JA) Zoned A-1 135.21 ' Existing 5' Utility Easement, Rec. No. F0192325, to remain Existing 8' Drainage & Utility Easement Rec. No. F1447900II Drainage Easement hereby granted by this plat 302.78' Found aluminum cap stamped "LS 16837, Held for the Easterly line of Lot 2, Davisher Minor Subdivision, 2.46' North of the Northeast corner - 2.75' 45.23' Lp ( 1 I L 10� 5.00' 40.23' � Zoned R-3 TRACT �I �, L6 l --_ -- --� �II co 1° -L----- L - - �- I L11� I Existing 5' Drainage LOT 13 j 25' Utility Easement to be granted to Fruitdale Sanitation District by separate document, Rec. No. ------------ (hatched area) LOT 11 LOT 14 I I L LOT 10 OT 15 m I Q 5' Utility Easement hereby granted by this plat �I LOT 9 LOT 16 /I 25' Utility Easement to be granted to Fruitdale Sanitation District by separate document, Rec. No. (hatched area) LOT 8 LOT 17 m QU o� II N o W/ LOT 18 `�' I o N LOT 6 "' '� LOT 7 ,� I N N I °No N II Q) zl o II Z TRACT A 1.00' 0'�- TRACT A 142.00' TRACT A 1.00 66.54 -. 175.00' ' -L5.00' 67.54' N8932'40"E I I II - - - Y5' - - - - - - - - - - - - - N89',32'40 "E 124.46' i i N89 32'40 "E t5' Utility Easement hereby 111.57' I I L 4 II Utility Easement hereby oo f I granted by this i� granted by this plat II II --- - - - o- --ol - ---- - - - - ---- --T 5 Right -of -Way ��hereby dedicated toVA- __j25 Utility Easement to be granted to Fruitdale II a the City of Wheat �25' Utility Easement to be granted to Fruitdale TRACT BI `v N Sanitation District by separate document, o Ridge by this plat �y Sanitation District by separate document,I I o Lr)y Rec. No. (hatched area)CN Rec. No. (hatched/area) N5 '� I N 1I ofi L7 R7 a� Iof I I I c Remaining portion Z 5.00' Z I I I I RS TRACT C I 5' Utilit Easement herebyranted b this lot Rec. No. F0192325 of 10' Utility Easement � _ _ - - - - - - - - - - - - -L��' I y I g I y p I � 25' Utility Easement to be granted to $89.1242"W 132.20 Fruitdale Sanitation District by separate document, � - - - - - - - - - Rec. No. (hatched area) I N II Existing ExistingLO Utility Easement TRACT C I m 5' Utility Easement 5' tri Rec. No. F0192325 Rec. No. F0192325, to remain LOT 19 LOT 20 LOT 21 LOT 22 I U I R9 W `O Ln I I I o I � y Existing 5 Drainage & Utility Easement & Utility Easement Rec. No. F1447900 Rec. No. F1447900 Existing 5' Utility Easement Rec. No. F0192325, the �- cross -hatched portion hereby vacated by this plat Drainage Easement hereby granted by this plat I -- -f- Existing 8' Drainage & Utility Easement Rec. No. F1447900 L0T 2 Zoned R-2 I r N "� V ►`v�®0 N� F1447900i Existing 5' Drainage & Utility Easement Rec. No. F1447900 ------------- Existing 5' Drainage & Utility Easement Rec. No. F1447900 Existing 8' Drainage & Utility Easement Rec. No. F1447900 Existing 5' Utility Easement Rec. No. F0192325, the �- cross -hatched portion hereby vacated by this plat UpT 3 Zoned R-2 Existing 8' Drainage & Utility Easement Rec. No. F1447900 - - ----------- L - --- N I \ F Existing 10' Drainage Existing 5' Utility Easement hereby o I \ Found ,4 rebar & Utility Easement 5 Utility Easement plot this p 10Right-of-Way granted by z I o Held as the Northwest Rec. No. F1693798 ' I � �, Rec. No. F0192325, I s� 1.25 corner of Lot 3, previously dedicated to remain N8938'09"E --108_85' I I Fightmoster Subdivision Existing Irrigation Rec. No. 94163071 I �---, ----- ----- ---- I I I � I � 0 - - - - - - - 1 W I I Ditch Easement 5.00 Existing - - - Rec. No. F1693798 10' Utility Easement 58938'09"W 108.85 I �I Rec. No. F0192325 TRACT B I o n I r, N I li J I Q)� �' lI n i N I I I or 3 LoSUBDIVISI� 1N8931'31"E �� 46.82'- ASTER HER MINOR 192325) U I - - - 6.00' FI GH TM I SI ON DAVIS EC NO. F 20' Utility Easement to be �- ----- ----� UE3DIV g iR U granted to Fruitdale Sanitation S8,9731'37 "W 51.82' S NO F169379 District by separate document, RE�� Zoned R-1 I- Rec. No. I I 10' Right -of -Way previously dedicated Rec. No. F0192325 I I I Exis tin g 5' Utility Eosemen Rec. No. F0192325 I� Existing CO 5' Utility Easement Rec. No. F0192325 IN I� I IN I O IZ I (hatched area) LOT 23 LOT 24 LOT 25 LOT 26 - J L- - - - - - 20' I - - - } - - - - - - N89'S0'00"W Zoned R-3 FORDON OF LOT l" LrrS' SUSD JVJSIO1V (P -111T B00)< 2, PAGE 23M) Zoned R-3 6' Utility Easement Existing 5' Drainage & Utility hereby granted by Easement Rec. No. F1693798, this plat to remain cs TRACT C WI oil I I NI Existing Irrigation Existing o01 5' Utility Easement N Ditch Easement Rec. No. F0192325, OI Rec. No. F1693798 OI to remain 170.71 I Monument Notes • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT STAMPED PLS 38081 INDICATES FOUND SECTION MONUMENT AS NOTED Line Legend = SUBJECT PARCEL BOUNDARY LINES = SECTION LINES ADJOINING PARCEL BOUNDARY LINES EASEMENT LINES SUBDIVISION LOT LINES = SECTION TIE LINES Miscellaneous Notes 1) ALL CURVES ARE NON -TANGENT UNLESS OTHERWISE NOTED IN THE CURVE TABLES; (T)=TANGENT, (NT)=NON-TANGENT 2) R.O.W. = RIGHT-OF-WAY. 3) CL = CENTER LINE. 4) FOR RECORD DIMENSIONS OF EASEMENTS SHOWN HEREON, REFER TO THE RECORDING INFORMATION AS INDICATED. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE LOCATION OF THE RECORDED EASEMENT AS SHOWN HEREON, THE RECORD DOCUMENT WILL TAKE PRECEDENCE. EINE TABLE LINE BEARING LENGTH L4 S89°32'40"W 6.50' L5 N00°27'45"W 26.77' L6 S00°27'20"E 40.00' L7 N89°32'40"E 5.00' L8 S00°27'20"E 10.00' L9 S89°32'17"W 10.00' L10 S00°27'20"E 20.85' L11 N89°32'40"E 27.50' LINE TABLE LINE BEARING LENGTH L12 S00°27'45"E 36.43' L13 S00°00'08"E 13.55' L14 S89°59'52"W 15.00' L15 N00 °00'08"W 13.55' L16 S00°30'01 "E 13.44' L17 S89°59'52"W 5.00' L18 N00°30'01 "W 13.38' CURVE TABLE CURVE RADIUS DELTA LENGTH CH BEARING CHORD C4(NT) 6.25' 88°13'52" 9.62' S43°08'17"W 8.70' C5(NT) 27.25' 88°29'56" 42.09' S44°46'19"E 38.03' RADIAL LINE TABLE LINE BEARING R7 S02°44'46"E R8 N89°01'21 "E R9 N89°28'39"E R10 N00°58'43"E GRAPHIC SCALE 20 0 10 20 FEET Scale: 1" = 20' SANITARY SEWER, DRAINAGE & UTILITY EASEMENT DETAILS RECEPTION NO. I 20' � 40' —{ I 20' Lz o z cr- C0 10' Right—of—Wayrx� j previously dedicated W Rec. No. FO389536 pj � CQ I X � o m 5' Right—of—Way Q hereby dedicated to the City of Wheat Ridge by this plat 5' Right—of—Way hereby dedicated to the City of Wheat Ridge by this plat �y rxN /o Flo PdA/Z Or i �] 10 Right—of—Way LLl previously dedicated LLl Rec. No. 94163071 i I� z �1 o L 10' Right—of—Way 0] previously dedicated i Rec. No. F0192325 20' 40' 20' CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SHEET 4 OF 4 FOR'DON OF LOT 141 L rrr S ' S J_5`DJVJSJOJ\I lPLAT BOOJ< 2, PAGE 23SA) Zoned R-2 N89'12'18 "E a TRACT A S89 32'40 "W 26.00' P Of TJ ON OF L O T 141 L rrrs ' S J� Dl VlS101\l (PLAIT BFOO]< 2, PAGE 23-11) Zoned A-1 TRACT A I Existing 8' Drainage & Utility Easement Rec. No. F1447900II 302.78' S89 32'40 "W 26.00' 0 0 0 n LOT 1 ° LOT 12 LOT 13 ?CO Access Easement hereby granted by this plat, see Miscellaneous Note No. 6 on this sheet LOT 2 LOT 11 I LOT 14 LINE TABLE 10' Right—of—Way Access Easement hereby granted by this plat, previously dedicated L19 N44°32'40"E Rec. No. FO192J25 i LOT 3 21.00' LOT 10 N00`21'51 "W LOT 15 O] m 1.59' a m 7.81' U 9 N50°39'00"W U 9 U S49°44'20"W 7.81' U) , 15.65' Lel LOT 9 LOT 16 0 � o o i 5' Right—of—Way hereby dedicated to the City of Wheat Ridge by this plat �y rxN /o Flo PdA/Z Or i �] 10 Right—of—Way LLl previously dedicated LLl Rec. No. 94163071 i I� z �1 o L 10' Right—of—Way 0] previously dedicated i Rec. No. F0192325 20' 40' 20' CLEAR CREEK TERRACE A RESUBDIVISION OF LOT 2, DAVISHER MINOR SUBDIVISION, BEING A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. SHEET 4 OF 4 FOR'DON OF LOT 141 L rrr S ' S J_5`DJVJSJOJ\I lPLAT BOOJ< 2, PAGE 23SA) Zoned R-2 N89'12'18 "E a TRACT A S89 32'40 "W 26.00' P Of TJ ON OF L O T 141 L rrrs ' S J� Dl VlS101\l (PLAIT BFOO]< 2, PAGE 23-11) Zoned A-1 TRACT A I Existing 8' Drainage & Utility Easement Rec. No. F1447900II 302.78' S89 32'40 "W 26.00' 0 0 0 n LOT 1 ° LOT 12 LOT 13 ?CO Access Easement hereby granted by this plat, see Miscellaneous Note No. 6 on this sheet LOT 2 LOT 11 I LOT 14 LOT 5 LOT 8 LOT 17 W W 0 O 0 0 N N oLOT ``' LOT 18 0LOT 6 7 0 z U) \ 6 S89:32'40 "W TRACT A 55.04' ��5 � S89 °32'40 "W TRACT A j / TRACT A 142.00' T /--- /— ��/—�/— 7'71 30' Non—Exclusive Water Easement to be ranted/ / / / / / / / / / ' / 9 Access Easement hereby to Valley Water District by separate document / / / / / / /'gran ted by this plat, see- Rec. No. -------- (hatched area) / / / / / / / / / / / Miscellaneous Note No. 6 on this sheet / / / zz /TIN RACT B / / / / / N R1 N89 32'40 "E 231.54 C, / / / / / C1 CQ L19 TRACT C R6 R2 CN R5 S89 °12'42 "W 132.20' N LOT 19 LOT 20 LOT 21 LOT 22 / / / / v / / / R3 TRACT C / Q) S89 :38'09 "W 95.2 1 ' i / / / / / See Note No 5/ 0 N W / / / on this sheet N o TRACT B // // / L22 LOT LOT 3 °r / MASTER R S�BpIVISI� ISHER MINOR N89:38'09" 100.48' I I FIGHT MASTER No. U reby Q) ��gDI MISION (REC. U granted by this nplot, see CN CNN 0. F1693798) Zoned R-1 Miscellaneous Note No. 6 on this sheet Zoned R-3 N89 38'09 "E 50.00' Existing 5' Drainage & Utility --r--�— Easement Rec. No. F1693798, LOT 23 LOT 24 LOT 25 LOT 26 to remain � I I Q� TRACT C WI � NII I I N f� Existing Irrigation .N cV Ditch Easement O OI Rec. No. F1693798 Z SII N89'50'00"W 170.71' L II FORDON OF LOT l" L-), LrrS' 3- J5'_'DIVISIO1\I (P -111T BGO)< 2, PAGE 23M) Found aluminum cap stamped "LS 16837, Held for the Easterly line of Lot 2, Davisher Minor Subdivision, 2.46' North of the Northeast corner i� Zoned R-3 LO 1z_ — — — — — — Existing 5 Drainage Existing 5' Drainage &Utility Easement & Utility Easement Rec. No. F1447900 Rec. No. F1447900 I l {— Existing 8' Drainage & Utility Easement Rec. No. F1447900 L0T 2 Zoned R-2 l N TURGL®C N� F1447900i Existing 5' Drainage & Utility Easement Rec. No. F1447900 ------------I Existing 5' Drainage & Utility Easement Rec. No. F1447900 Existing 8' Drainage & Utility Easement Rec. No. F1447900 upT 3 Zoned R-2 Existing 8' Drainage & Utility Easement Rec. No. F1447900 - - -- -- L Existing 10' Drainage Found #4 rebor & Utility Easement Held as the Northwest Rec. No. F1693798 corner of Lot 3, Flghtmoster Subdivision Existing Irrigation Ditch Easement Rec. No. F1693798 l I Monument Notes • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT STAMPED PLS 38081 INDICATES FOUND SECTION MONUMENT AS NOTED Line Legend = SUBJECT PARCEL BOUNDARY LINES = SECTION LINES = ADJOINING PARCEL BOUNDARY LINES EASEMENT LINES = SUBDIVISION LOT LINES SECTION TIE LINES Miscellaneous Notes 1) ALL CURVES ARE NON—TANGENT UNLESS OTHERWISE NOTED IN THE CURVE TABLES; (T)=TANGENT, (NT)=NON—TANGENT 2) R.O.W. = RIGHT—OF—WAY. 3) CL = CENTER LINE. 4) FOR RECORD DIMENSIONS OF EASEMENTS SHOWN HEREON, REFER TO THE RECORDING INFORMATION AS INDICATED. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE LOCATION OF THE RECORDED EASEMENT AS SHOWN HEREON, THE RECORD DOCUMENT WILL TAKE PRECEDENCE. 5) UPON DEVELOPMENT OF THE PROPERTY TO THE EAST, SHOWN HEREIN AS LOT 3, FIGHTMASTER SUBDIVISION, ACCESS FROM TRACT B TO THE EASTERN PROPERTY SHALL BE REQUIRED TO ALLOW CIRCULATION BETWEEN THE TWO PROPERTIES BY OWNERS, TENANTS AND GUESTS OF THE TWO DEVELOPMENTS. THE COST OF THIS CONSTRUCTION SHALL BE SHARED BY THE DEVELOPER(S) OF BOTH PARTIES'. 6) TRACT B AS SHOWN ON THIS PLAT IS FULLY ENCUMBERED BY AN ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT (SEE NOTE NO. 15 ON SHEET 1 OF 4). LINE TABLE BEARING Access Easement hereby granted by this plat, LENGTH L19 N44°32'40"E see Miscellaneous Note No. 6 on this sheet LOT 3 21.00' LOT 10 N00`21'51 "W LOT 15 L22 m 1.59' a m 7.81' U 9 N50°39'00"W U 9 U S49°44'20"W 7.81' 9 N47°45'43"W 15.65' LOT 4 LOT 9 LOT 16 LOT 5 LOT 8 LOT 17 W W 0 O 0 0 N N oLOT ``' LOT 18 0LOT 6 7 0 z U) \ 6 S89:32'40 "W TRACT A 55.04' ��5 � S89 °32'40 "W TRACT A j / TRACT A 142.00' T /--- /— ��/—�/— 7'71 30' Non—Exclusive Water Easement to be ranted/ / / / / / / / / / ' / 9 Access Easement hereby to Valley Water District by separate document / / / / / / /'gran ted by this plat, see- Rec. No. -------- (hatched area) / / / / / / / / / / / Miscellaneous Note No. 6 on this sheet / / / zz /TIN RACT B / / / / / N R1 N89 32'40 "E 231.54 C, / / / / / C1 CQ L19 TRACT C R6 R2 CN R5 S89 °12'42 "W 132.20' N LOT 19 LOT 20 LOT 21 LOT 22 / / / / v / / / R3 TRACT C / Q) S89 :38'09 "W 95.2 1 ' i / / / / / See Note No 5/ 0 N W / / / on this sheet N o TRACT B // // / L22 LOT LOT 3 °r / MASTER R S�BpIVISI� ISHER MINOR N89:38'09" 100.48' I I FIGHT MASTER No. U reby Q) ��gDI MISION (REC. U granted by this nplot, see CN CNN 0. F1693798) Zoned R-1 Miscellaneous Note No. 6 on this sheet Zoned R-3 N89 38'09 "E 50.00' Existing 5' Drainage & Utility --r--�— Easement Rec. No. F1693798, LOT 23 LOT 24 LOT 25 LOT 26 to remain � I I Q� TRACT C WI � NII I I N f� Existing Irrigation .N cV Ditch Easement O OI Rec. No. F1693798 Z SII N89'50'00"W 170.71' L II FORDON OF LOT l" L-), LrrS' 3- J5'_'DIVISIO1\I (P -111T BGO)< 2, PAGE 23M) Found aluminum cap stamped "LS 16837, Held for the Easterly line of Lot 2, Davisher Minor Subdivision, 2.46' North of the Northeast corner i� Zoned R-3 LO 1z_ — — — — — — Existing 5 Drainage Existing 5' Drainage &Utility Easement & Utility Easement Rec. No. F1447900 Rec. No. F1447900 I l {— Existing 8' Drainage & Utility Easement Rec. No. F1447900 L0T 2 Zoned R-2 l N TURGL®C N� F1447900i Existing 5' Drainage & Utility Easement Rec. No. F1447900 ------------I Existing 5' Drainage & Utility Easement Rec. No. F1447900 Existing 8' Drainage & Utility Easement Rec. No. F1447900 upT 3 Zoned R-2 Existing 8' Drainage & Utility Easement Rec. No. F1447900 - - -- -- L Existing 10' Drainage Found #4 rebor & Utility Easement Held as the Northwest Rec. No. F1693798 corner of Lot 3, Flghtmoster Subdivision Existing Irrigation Ditch Easement Rec. No. F1693798 l I Monument Notes • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT STAMPED PLS 38081 INDICATES FOUND SECTION MONUMENT AS NOTED Line Legend = SUBJECT PARCEL BOUNDARY LINES = SECTION LINES = ADJOINING PARCEL BOUNDARY LINES EASEMENT LINES = SUBDIVISION LOT LINES SECTION TIE LINES Miscellaneous Notes 1) ALL CURVES ARE NON—TANGENT UNLESS OTHERWISE NOTED IN THE CURVE TABLES; (T)=TANGENT, (NT)=NON—TANGENT 2) R.O.W. = RIGHT—OF—WAY. 3) CL = CENTER LINE. 4) FOR RECORD DIMENSIONS OF EASEMENTS SHOWN HEREON, REFER TO THE RECORDING INFORMATION AS INDICATED. IN THE EVENT THAT THERE IS A DISCREPANCY IN THE LOCATION OF THE RECORDED EASEMENT AS SHOWN HEREON, THE RECORD DOCUMENT WILL TAKE PRECEDENCE. 5) UPON DEVELOPMENT OF THE PROPERTY TO THE EAST, SHOWN HEREIN AS LOT 3, FIGHTMASTER SUBDIVISION, ACCESS FROM TRACT B TO THE EASTERN PROPERTY SHALL BE REQUIRED TO ALLOW CIRCULATION BETWEEN THE TWO PROPERTIES BY OWNERS, TENANTS AND GUESTS OF THE TWO DEVELOPMENTS. THE COST OF THIS CONSTRUCTION SHALL BE SHARED BY THE DEVELOPER(S) OF BOTH PARTIES'. 6) TRACT B AS SHOWN ON THIS PLAT IS FULLY ENCUMBERED BY AN ACCESS EASEMENT HEREBY GRANTED BY THIS PLAT (SEE NOTE NO. 15 ON SHEET 1 OF 4). RADIAL LINE TABLE LINE TABLE BEARING LINE BEARING LENGTH L19 N44°32'40"E 3.67' L20 S00°21'51 "E 21.00' L21 N00`21'51 "W 18.00' L22 N89°38'09"E 1.59' L23 S49°44'09"W 7.81' L24 N50°39'00"W 7.81' L25 S49°44'20"W 7.81' L26 N47°45'43"W 15.65' RADIAL LINE TABLE LINE BEARING R1 S00°27'20"E R2 N89°32'1 YE R3 N89°28'32"E R4 N01 °02'55"E R5 N89°56'27"W R6 S00°27'14"E CURVE TABLE CURVE RADIUS DELTA LENGTH CH BEARING CHORD C1 (T) 5.00' 90°00'26" 7.85' S44°32'26"W 7.07' C2(NT) 26.00' 88°25'37" 40.13' S44°44'17"E 36.26' C3(NT) 9.50' 90°30'47" 15.01' N45°11'51 "W 13.50' GRAPHIC SCALE 20 0 10 20 FEET Scale: 1" = 20' WATER AND ACCESS EASEMENT DETAILS EXHIBIT 5: TRIP GENERATION A summary of the trip generation report is below, prepared by Public Works. The applicant's full report is attached as a document on the following page. Using the CDOT criteria for an NR -B roadway, which is what 40 is classified as, there needs to be the following vehicular entrance rates at one specific entrance before a turn lane is warranted: • Left -turn lane: 25 vehicles per hour • Right -turn lane: 50 vehicles per hour Keep in mind, these rates are applicable to vehicles entering at one specific entrance and not the total number of vehicles entering the site (which could be through multiple entrances). For Clear Creek Terrace, we looked at the ITE trip generation manual to determine the total number of vehicles entering and exiting the site. The following table identifies the total daily trips, total peak hour trips, and vehicles entering and exiting during the peak hour: Dwelling Units Tripo Factor Total Trips /o Enter o /o Exit Vehicles enterin Vehicles Exitin Total Dail Tris 44 7.32 322 50 50 161 161 AM Peak Hour Adjacent Street 44 0.46 20 23 77 5 16 PM Peak Hour Adjacent Street 44 0.56 25 63 37 16 9 As the table indicates, the PM peak hour has the most vehicles entering the site at 16 vehicles per hour. This number represents the total number of vehicles entering the site; however, the site has 2 entrances, so these trips would be split up amongst the 2 entrances. Even if we assume every single vehicle uses the 44th Ave entrance, we'd have a peak traffic volume of 16 vehicles entering during the busiest time of the day. This traffic volume fails to meet the criteria of 25 vehicles/hour for consideration of a left -turn lane. Furthermore, since there are 2 entrances, the actual traffic volume at the 44th Ave entrance is more likely about 8 — 10 vehicles per hour, so the volume is well under the threshold required for consideration of a supplemental turn lane. Therefore, Public Works would not recommend supplemental turn lanes for this project. Jordan Jefferies, PE Civil Engineer Public Works 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2868 Fax 303-234-2824 www.ci.wheatridge.co.us Planning Commission 13 Case Nos. WZ-18-19 & WS -18-03 /Clear Creek Terrace SDP TRANSPORTATION CONSULTANTS, INC. June 11, 2019 Mr. Duane Cerniglia Creekside Homes 6143 S. Willow Drive, Suite 300 Greenwood Village, CO 80111 Dear Mr. Cernigha: LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: 1 sc@Iscdenver. co m Re: Clear Creek Terrace & Riverside Terrace Wheat Ridge, CO LSC #181290 Per your request, we have completed this trip generation letter for the proposed Clear Creek Terrace and Riverside Terrace townhome residential developments in Wheat Ridge, Colorado. INTRODUCTION The purpose of this letter is to estimate the trip generation potential for the currently proposed land use. LAND USE AND ACCESS The two sites are proposed to include a total of 44 townhome residential dwelling units. Full movement access is proposed to Tabor Street and W. 44"' Avenue. The conceptual site plan is attached. TRIP GENERATION Table 1 shows the estimated average weekday, morning peak -hour, and afternoon peak -hour trip generation for the proposed site based on the rates from Trip Generation, 10"' Edition, 2017 by the Institute of Transportation Engineers (ITE) for the proposed land use. The combined sites are projected to generate about 322 vehicle -trips on the average weekday, with about half entering and half exiting the site during a 24-hour period. During the morning peak -hour, which generally occurs for one hour between 6:30 and 8:30 a.m., about 5 vehicles would enter and about 16 vehicles would exit the site. During the afternoon peak -hour, which generally occurs for one hour between 4:00 and 6:30 p.m., about 16 vehicles would enter and about 9 vehicles would exit the site. Mr. Duane Cerniglia Page 2 AUXILIARY TURN LANES June 11, 2019 Clear Creek Terrace & Riverside Terrace The existing posted speed limits on Tabor Street and W. 44th Avenue are 30 mph and 35 mph, respectively. For posted speed limits below 45 mph, the threshold for constructing turn lanes is considerably higher than the traffic volumes expected to be generated by the combined sites. CONCLUSION The combined sites are expected to generate less than 60 peak -hour vehicle -trips so a full traffic study will not likely be required by the City. The projected turning volumes at the access intersections with Tabor Street and W. 44h Avenue will not require the construction of auxi- liary turn lanes. We trust this information will assist you in planning for the proposed Clear Creek Terrace and Riverside Terrace residential developments. . Respectfully submitted, PO Llce LSC Transportati Consultants, Inc (ZX" ''� S. Mc �sF 1 Q� �� ` -o v 39013 D ; C(, _ By: Chr' opher S. McGranahan, P.E. CSM/wc Enclosures: Table 1 Site Plan W:\LSC\Projects\2018\ 181290-C1earCreekTerrace\June-2019\C1earCreek&RiversideTerrace-061119.wpd Table 1 ESTIMATED TRAFFIC GENERATION Clear Creek Terrace and Riverside Terrace Wheat Ridge, CO LSC #181290; June, 2019 Trip Generation Rates(') Vehicle -Trips Generated Average AM Peak -Hour PM Peak -Hour Average AM Peak -Hour PM Peak -Hour Trip Generating Category Quantity Weekday In Out In Out Weekday In Out In Out PROPOSED LAND USE Townhomes«> 44 DU (3) 7.32 0.106 0.354 0.353 0.207 322 5 16 16 9 Notes: (1) Source: Trip Generation, Institute of Transportation Engineers, 10th Edition, 2017. (2) ITE Land Use No. 220 - Multifamily Housing (Low -Rise) (3) DU =dwelling units CLEAR CREEK TERRACEM. 44TH AVE. SITE R-2 ZONING A-1 ZONING COMBINED SITE CONCEPT BENCH (TYP) I R-3 ZONING PRELIMINARY CRUSHED FINES PET PET WASTE 11/08/2018 WALKING PATH STATION (TYP) 20.00' 20.00' 5' U.E. 20.00' MIN MIN MIN. ---- I 1 12 13 2 0 11 14 l 3 1015 Y �P R-2 ZONING 40.0 31.00' 5' U.E. 9 16 4 26 I00 POROUS LANDSCAPE DETENTION l 5 8 17 26100' i -36.00,-- 7 18 �I # 6 ° 5' U.E. 10' UTILITY AND DRAINAGE EASEMENT 20' MIN. I i i t I I I I I POROUS LANDSCAPE DETENTION AA A AA R26.00' HORSESHOE PIT I _ " 5' U.E. 26.15' 20.00' 26.00'- 1 5' U.E. 115' DRAINAGE R-1 ZONING I _ EASEMENT I vv vv ?v v v ® I vv vv vv vv v vv R-30 ZONING I I I 23 24 25 26 7 �J 13 14 15 16 17 18 5' U.E. 00 ' 42.83' 34.00' 34.SEATING AREA CORN HOLE 45100' BIKE RACKS BBQ GRILL PAVILION COMMUNITY GARDEN 7 8 9 10 11 12 AMENITY 5' U.E. o COMMUNITY MAIL KIOSKS)" 20.07' LA A0 7AA 0A AA A BENCH (TYP) HORSESHOE PIT — CRUSHED FINES PET WALKING PATH 15' DRAINAGE EASEMENT 20.10' PET WASTE STATION (TYP) 26.00'- -34.00' ROW DEDICATION BY PLAT 10' U.E. LOT 3 R-3 ZONING w 0 15 70 00 ( IN FEET ) 1 inch = 30 M