PLANNED UNIT DEVELOPMENT

Transcription

1 JAY STREET HARLAN STREET NEWLAND STREET 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO W. 9TH AVENUE W. 30TH AVENUE W. 30TH AVENUE W. 9TH AVENUE W. 9TH AVENUE PROJECT SITE FENTON STREET Sheet List Table Sheet Number Sheet Title OF 3 COVER OF 3 PROJECT DESCRIPTION 3 OF 3 PROPERTY MAP 4 OF 3 SITE PLAN 5 OF 3 LAND USE PLAN 6 OF 3 AREA UTILITY PLAN 7 OF 3 DRAINAGE PLAN 8 OF 3 PUD GUIDLINES 9 OF 3 BULK PLANE ANALYSIS 0 OF 3 ARCHITECTURAL ELEVATIONS A OF 3 ARCHITECTURAL ELEVATIONS B OF 3 LANDSCAPE PLAN 3 OF 3 PHOTOMETRIC PLAN 0333 E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) GRANT ST., STE. 0 DENVER, CO 8003 No. Revisions Date Init. Appr. Date N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\COVER.DWG, ANDREWP, /5/08 :58 AM CALL DEVELOPER: BLVD INVESTMENTS, LLC D.B.A. 800 GRANT ST., STE. 0 DENVER, CO 8003 TEL: (303) CONTACT: AARON FOY PLANNER/ LANDSCAPE DESIGNER: PEL-ONA ARCHITECTS AND URBANISTS 4676 BROADWAY BOULDER, CO TEL: (303) CONTACT: KORKUT ONARAN SURVEYOR/ ENGINEER: CVL CONSULTANTS OF COLORADO, INC E. DRY CREEK RD. STE 40 ENGLEWOOD, CO 80 TEL: (70) CONTACT: TOM ODLE 670, 600, 650 W 9th AVE RESIDENTIAL COVER OF NOVEMBER 6, 08

2 Date Appr. 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 As described in the attached traffic study, the future connection of Kendall Street will allow traffic from this development to access 6th Avenue or 9th Avenue for entry and exit. The connection of Kendall Street will include traffic calming measures to encourage lower speeds along the existing apartment complex located south of this property. The connection to 6th Avenue will also allow the neighboring apartment complex to access 9th Avenue directly and alleviate congestion on 6th Avenue. The through street connection onto 9th Avenue shall be mid-block between Jay Street and Ingalls Street to not interfere with existing intersections to the north. Please note that this project is only constructing the Kendall Street portion that is adjacent to this project's boundary. If the future Kendall connection does not get constructed, then circulation of traffic for this development shall strictly be with two entrances/exits along 9th Ave: the Kendall and 9th Ave intersection and the 9th and private road intersection. This development shall be served with Edgewater domestic water services from proposed water main improvements in 9th Avenue to the north and will use Wheat Ridge Sanitation District with a connection to existing infrastructure in Harlan Street southeast of the property. Stormwater runoff shall maintain historic flow patterns and will be detained onsite at the southeast corner of the parcel prior to release. It shall flow via new storm sewer pipe, proposed as a part of this development, through Harlan Street to the south where it will connect with existing infrastructure at the Harlan Street and 6th Avenue intersection. With the proposed improvements of the domestic water line in 9th Avenue, this development shall have minimal impact on water capacity of that new line. Sanitary and storm sewer capacities have been studied by Wheat Ridge Sanitation District and their engineers and have determined that existing infrastructure is adequately sized to receive the additional flows this development will produce. We are proposing to construct site improvements illustrated in the PUD application in one construction phase to accommodate utility looping and minimize the impacts and traffic delays to the adjacent and neighboring residents. Residential home construction sequencing and phasing shall be determined and driven by current market conditions. This application for PUD as opposed to SDP is due to some zoning modifications that are required to meet the densities of the project, which allow it to meet the goals of the Comprehensive Plan. The current property is zoned as R-3 however, limitations within this zoning does not promote higher densities as it relates to residential products. The zoning criteria this development follows closer reflects that of the R-PD zoning of the Edgewater Municipal Code. Although this PUD is not a re-zoning of the property, we are requesting similar criteria to that of R-PD while maintaining the permitted uses of the existing R-3. This narrative shall discuss the variations between R-PD and this PUD, but the following chart shall depict the differences and discrepancies from the current R-3 zoning. Date Revisions Design Standards This PUD is not subject to the Edgewater Design Standards as it is outside the boundaries of those previsions. Vehicle and Pedestrian Safety Per the proposed site plan, vehicular and pedestrian safety, traffic congestion, and fire protection have been accommodated. Pedestrian safety has been addressed with detached sidewalks throughout the neighborhood with slow vehicle traffic on the private roads. This has been accomplished with narrowed street sections and the use of traffic calming intersections and neck downs. This promotes a walk-friendly environment suitable for families to enjoy the common spaces throughout the neighborhood. Although this product proposes 0' setbacks on all sides of the building, consistent with R-PD zoning; the layout of detached sidewalks, this places the building and homes away from the road which allows for better visibility, unobstructed views and safe intersections for vehicles. No. Internally, pedestrian use of this site shall primarily be for residents and visitors of residents of this community. Each dwelling shall have its own onsite parking and the private road accommodates parallel parking on one side for visitors and additional parking necessary for residents. In addition to typical landscape elements; this PUD proposed a retaining wall along the south property line to adjust grades of the existing site to allow for storm water runoff to flow in the historical pattern. Along this retaining wall will be a cedar, picket fence that will serve dual purposes: safety for pedestrians and the fall hazard of the retaining wall and to prevent light trespass from vehicular traffic on the private alleys from entering the Terra Village property. Vehicular Circulation Internal vehicle circulation is fairly limited to the use of the private road with access to the homes being off private alleys. In order to enter or exit the neighborhood, you will access from Kendall St. or 9th Ave. per the site plan. Service Buildings and Facilities This project does not propose any service buildings or facilities. It will have a detention pond on the southeast corner of the property that will be naturally landscaped in the bottom and shall have block retaining walls creating the depression in the ground. A simple 3-rail fence will be around the top of the retaining walls, but there is an accessible gate into the pond for maintenance. All structures will have grating on it to keep the public out of the infrastructure for safety. There will also be a block retaining wall along the south property line to create a flatter grade within the PUD boundary. This wall is approximately high and will have a privacy fence on top of it. This privacy fence will keep the public from falling off the retaining wall and it will also stop vehicular glare from entering the neighboring property. Safety All buildings will be opening up to a green space in front of the front door. This creates an open feel and safe feel for pedestrians. These areas shall have low, uniform light from the front porches and will be lined with sidewalks for ease of walking. Signage There are no proposed monument signs for this PUD application; only the standard traffic signs as shown on the PUD plans. Lighting The site has street lighting proposed along the private street and Kendall Street connection per the photometric plan in the PUD plan set. These lights have full cut off shields to eliminate off-site light trespass. Use As described in the Edgewater Municipal Code; the PUD process shall not allow for modifications to the land use of the existing zoning of the property. This PUD maintains allowable uses under the pre-existing R-3 zoning and intend on using the land for -family dwellings and multi-family dwellings. Building Height Building height in the Edgewater Code is calculated using section which requires use of existing grades at each corner to be averaged when the property exceeds a 3% grade change from north to south, as is true for our property. The existing grade of this site slopes 6% on the west and 7% on the east. After calculation of these averages, our base line existing grade is On the north side of the project we have actual existing grades of 544 and proposed finish floor elevations of 54. This adds approximately 0'- to each building height as described in the code. However, we propose the tallest structures to be 4 from proposed grade which fits the intent of the code as shown in R-PD, but are requesting a maximum height of 60' to accommodate the code methodology of calculating building height. 800 GRANT ST., STE. 0 DENVER, CO 8003 As a part of the master plan for the city of Edgewater, this property is located in the High Density Residential area, which has a maximum density limit of 85 units per acre. This proposed PUD is reaching.69 units per gross acre. This property is also marked within the Evolution Area of the master plan. The Evolution Area is proposed to improve the overall image, accommodate pedestrians, cyclists and public transportation. This development will achieve these goals with a transitional-style architecture depicted in the PUD submittal that will blend some of the styles of the existing community with more modern architecture that has begun to appear in the neighboring communities. The neighborhood will have a pedestrian-friendly feel with detached sidewalks, front doors served off landscaped courtyards and a narrower, slow-speed through street to promote walkability. The proposed right-of-way improvements in the Kendall Street connection shall promote a new north/south route for not only vehicle traffic, but also pedestrians and bicyclists from 9th Avenue to 6th Avenue where there is an existing bus route. Because landscape areas throughout the development are common spaces to be used by all public residing or visiting the community, we are proposing to dedicate Tracts B and J to the city as parks/open space. These two areas combined equate to 5.4% of the overall project. Since it can be assumed the majority of the use of these spaces will be used by residents of this community, it is proposed that the maintenance of this spaces be continued by the HOA or metro district managing this community and will not be supported by City of Edgewater funds E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) Included in the development is the completion of pedestrian improvements along the West 9th Avenue right-of-way for the length of the property boundary and the construction of the street, curb, gutter and sidewalk in the Kendall Street right-of-way along the property's west boundary line. Landscape In addition to the lot coverage, we are requesting no minimums of landscaping compared to R-PD. This is consistent with R-3, which does not discuss or have minimum coverage of landscaping. This PUD represents 80% maximum lot coverage for the internal units of townhomes, which leaves 0% to be landscaped and have sidewalks. As these are the minimums on individual, private lots, overall the project proposes 30.7% of open space or landscaped areas, including sidewalks. The attached planned unit development (PUD) application is for a residential community consisting of 56 lots including two-family attached dwellings and multi-family townhouse dwellings on 4.79 acres. The property is located on the southeast corner of 9th Avenue and the future Kendall Street intersection. Init. A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO CALL NOVEMBER 6, 08 Density While R-3 zoning does not list limitations on density, R-PD calls out a maximum density of 0 units per acre. Our PUD is proposing.69 units per gross acre, which fits the intent of both zonings. Parking As stated in R-3 and R-PD zoning: multi-family requires.5 off-street parking spaces per unit. This PUD meets this intent as an overall project, but does have units that will only have.0 parking spaces on their private lot. However, with the street being deemed private and will not be owned or maintained by the city, this project as a whole delivers 30 spaces while only requiring 84 for the 56 units. The PUD plans depicts two of the most extreme bulk plane situations in the project. It is being proposed that in lieu of providing each building elevation at PUD site plan level plans, that bulk plane analysis be provided to show each individual building meets the requirements of this PUD at time of building permit application. This is due to the optional roof top decks that may be available to purchasers that would change the building elevations prior to building permit submittal. Along 9th Avenue, there are minor adjustments to grade and for the most part maintain the existing grade there. The intent of Bulk Plane will be maintained along this property with the use of 4 maximum height from proposed grade. Bulk Plane R-3 zoning as well as R-PD has limitations on bulk-plane per code. This PUD application is requesting no bulk-plane requirements within the boundary of the PUD, but will maintain code bulk-plane requirements against the adjacent properties which are to the south and east. This shall ensure other property owners maintain their feel of privacy, sunlight access and not overwhelmed by building massing. Setbacks To mimic the setbacks of the R-PD zoning, we are requesting 0' minimum setbacks on all sides of the dwelling. However, as you will see on the site plans and Architectural guidelines, our proposed buildings are drawn with 3'+ setbacks to accommodate stairs, front yard space, drainage, driveway aprons, etc. N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\COVER.DWG, ANDREWP, /5/08 :58 AM Lot Area and Coverage We are requesting a lot coverage maximum of 80% compared to the 50% in R-3 and 45% in R-PD due to our internal, middle townhome products, where the majority of the site is comprised of the building footprint. OF 3 Only 5.8% of the dwelling types will be the 4 height structures from proposed grade which require a code height of 60'. 48.% of the dwellings will have a 3 height from proposed grade which will require a code height of 4 due to the base line calculation. 670, 600, 650 W 9th AVE RESIDENTIAL PROJECT DESCRIPTION It shall also be mentioned that 75% of the proposed lots are negatively effected by the height calculation as defined in the code as 75% of the lots will have finished floor elevations above the base line of 544.

3 JAY STREET HARLAN STREET ZONE R-: RESIDENTIAL- USE: SINGLE FAMILY DWELLINGS 5.' R.O.W. ZONE R-: RESIDENTIAL- USE: SINGLE FAMILY DWELLINGS 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO 00' LINE FROM PROPERTY ZONE R-: RESIDENTIAL- USE: SINGLE FAMILY DWELLINGS ZONE R-3: RESIDENTIAL-3 USE:SINGLE FAMILY DWELLINGS LEND CENTERLINE RIGHT-OF-WAY LINE EASEMENT EDGE OF PAVEMENT EXISTING CONTOUR EXISTING ' CONTOUR EXISTING OVERHEAD POWER EXISTING TELEPHONE LINE No. Revisions Date Init. Appr. Date N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\PROPERTY MAP.DWG, TOMO, /5/08 :58 AM ZONE R-: RESIDENTIAL- USE: CHURCH CALL (544.46) ( ) PARCEL A 5408 (5406.6) 5406 (544.3) DRIVEWAY EASEMENT USED BY: TERRA VILLAGE APARTMENTS 5 R.O.W. PARCEL C (545.56) ZONE R-3: RESIDENTIAL, MULTIPLE-DWELLING FAMILY USE: APARTMENTS ZONE R-3: RESIDENTIAL, MULTIPLE-DWELLING FAMILY USE: VACANT LAND ( ) (545.94) ( ) PARCEL F 4 Area : PARCEL B 548 (5403.4) SUBJECT PROPERTY W. 9TH AVENUE (545.74) (540.96) ( ) 00' LINE FROM PROPERTY 4 LINE PARCEL D (54.78) (54.97) (540.0) PARCEL E R.O.W (54.33) (54.67) DRIVEWAY EASEMENT USED BY: TERRA VILLAGE APARTMENTS ZONE R-3: RESIDENTIAL, MULTIPLE-DWELLING FAMILY USE: SINGLE FAMILY & MULTI-UNIT DWELLINGS (540.53) ( ) ZONE R-3: RESIDENTIAL, MULTIPLE-DWELLING FAMILY USE: APARTMENTS LINE ZONE R-C: RESIDENTIAL-C USE: SINGLE FAMILY DWELLINGS " = 40' 0333 E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) GRANT ST., STE , 600, 650 W 9th AVE RESIDENTIAL DENVER, CO 8003 PROPERTY MAP 3 OF NOVEMBER 6, 08

4 JAY STREET N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\SITE PLAN.DWG, TOMO, /5/08 :58 AM EXISTING STREET LIGHT EXISTING FENCE EXISTING ASPHALT PARKING EXISTING ASPHALT DRIVEWAY 6" FIRE HYDRANT 8' FL-FL 5.' R.O.W. 8' SIDEWALK CALL PRIVATE STRET 9.7' EXISTING OVERHEAD ELECTRIC EXISTING FIRE HYDRANT EXISTING POLE MADON SUBDIVISION REC. NO ' 3 7. ALLEY ALLEY CEDAR PRIVACY FENCE 6" VERTICAL CURB & GUTTER 4' * 4' STREET PARKING EXISTING ASPHALT PARKING EXISTING ASPHALT DRIVEWAY TERRA VILLAGE APARTMENTS HOLDING COMPANY EXISTING OVERHEAD ELECTRIC 5 R.O.W. EXISTING POLE SW SIDEWALK 3' 8' 9' FL-FL * * 9.' 4' 0' 4' 4' 0' 0' PUBLIC ACCESS EASEMENT 8' FL-FL 0' 0' 8' TRAVEL LANE TRAVEL LANE PARKING (VARIES) WALK 4' 9' 4' * 4' 6" FIRE HYDRANT SW ALLEY 9.' 8' DRIVEWAY EASEMENT WALK 6" VERTICAL CURB & GUTTER (SPILL) 8' 3' TRAVEL LANE 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO 9' ' 5 R.O.W. 9' ALLEY 5 R.O.W. 3' TRAVEL LANE 3% SLOPE SW PATH OF TRAVEL 3 8' FL-FL 5.8' PARKING (VARIES) PRIVATE STREET 5 R.O.W. MAIL KIOSK 5.8' WALK 8' 7' 7. EXISTING SANITARY SEWER 0' W. 9TH AVENUE SIDEWALK 8' ALLEY 7.7' 6" VERTICAL CURB & GUTTER (CATCH) EXISTING STORM 7' 4.4' 4' 4' 0' 4 LINE * 6" FIRE HYDRANT 7' 8" SD 8" WL STREET LIGHT RETAINING WALL STREET PARKING 9.3' 0.9' CEDAR PRIVACY FENCE ' CONCRETE CURB 3 UNPLATTED 9. EOP-EOP ' GUTTER % SLOPE PRIVATE STREET SIDEWALK 5. SW EXISTING ASPHALT DRIVEWAY PATH OF TRAVEL.3' 8.9' DETENTION POND PER 00 YR EVENT EXISTING DRIVEWAY EASEMENT ASPHALT PARKING MOUNTABLE CURB & GUTTER PRIVATE ALLEY 4' 7' 0' ALLEY TERRA VILLAGE APARTMENTS HOLDING COMPANY 5 R.O.W. 0' ALLEY EXISTING FENCE RETAINING WALL 4" SD 3 RAIL CEDAR FENCE EVANS VIEW SUBDIVISION BOOK, PAGE 5 HELEN MARIE BERGLUND AS TRUSTEE BUTTERFLY VALVE CAP WITH END OF LINE BLOWOFF VALVE FIRE HYDRANT WL FITTING WITH THRUST BLOCK FLARED END LIGHT POLE SIDEWALK EXISTING ELEVATION DESIGN ELEVATION DRAIN INLET DRAIN MANHOLE EXISTING OVERHEAD POWER EXISTING TELEPHONE LINE SIGN BUILDING FOOTPRINT " = 40' NOTES:. SIDEWALK & SITE IMPROVEMENTS ALONG 9TH AVE. TO BE COORDINATED WITH WHEAT RIDGE'S STREET IMPROVEMENTS.. MAILBOX KIOSK TO BE DETERMINED BY US POSTAL SERVICE * LEND MULTI-FAMILY DWELLING TWO-FAMILY ATTACHED DWELLING POTENTIAL ACCESSIBLE UNIT STREET NAME CENTERLINE RIGHT-OF-WAY EDGE OF PAVEMENT DIRECTION OF FLOW SLOPE & DIRECTION EXISTING CONTOUR EXISTING ' CONTOUR CONTOUR ' CONTOUR DRAIN SEWER LINE WITH MANHOLE SEWER LATERAL WATER LINE WATER LATERAL W/ METER LINE ACCESSIBLE PATHWAY E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) GRANT ST., STE , 600, 650 W 9th AVE RESIDENTIAL DENVER, CO 8003 SITE PLAN 4 OF 3 No. Revisions Date Init. Appr. Date NOVEMBER 6, 08

5 JAY STREET N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\SITE PLAN - PARCEL PAGE.DWG, TOMO, /5/08 :58 AM PUBLIC ACCESS EASEMENT 5.' R.O.W. PUBLIC ACCESS EASEMENT ALLEY ALLEY MADON SUBDIVISION 5 R.O.W. EXISTING PARCEL LINE TO BE REMOVED UTILITY EASEMENT TRACT SUMMARY TABLE TRACT AREA AREA USE OWNERSHIP MAINTENANCE A AC.,880 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. TRACT I B AC. 4,03 S.F. UTILITIES/ACCESS CITY HOA/METRO DIST. C AC.,880 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. D 0.05 AC.,6 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. E AC. 3,37 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. F 0.86 AC. 8,0 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. G AC.,585 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. H 0.05 AC.,7 S.F. UTILITIES/ACCESS HOA/METRO DIST. HOA/METRO DIST. I 0.00 AC. 864 S.F. OPEN SPACE/UTILITIES HOA/METRO DIST. HOA/METRO DIST. J 0.65 AC. 7,0 S.F. OPEN SPACE/UTILITIES CITY HOA/METRO DIST. K AC. 8,78 S.F. OPEN SPACE/UTILITIES HOA/METRO DIST. HOA/METRO DIST. CALL TRACT A TRACT G , 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO TRACT B TRACT H TO BE DEDICATED TO CITY ALLEY EXISTING PARCEL LINE TO BE REMOVED U.E. 3 TRACT C TRACT K R.O.W. ALLEY EXISTING DRIVEWAY EASEMENT USED BY: TERRA VILLAGE APARTMENTS UNIT TYPE 4 Area : MULTIFAMILY (W/ CAR GARAGE) MULTIFAMILY (W/ CAR GARAGE) ADDITIONAL STREET PARKING ADDITIONAL STREET PARKING ON KENDALL ST. 9 8 TRACT J 7 3 U.E. TO BE DEDICATED TO CITY 6 4 TRACT F 5 5 PARKING TABLE # OF UNITS REQUIRED PARKING W. 9TH AVENUE 4 3 TRACT D 8 ALLEY 7 6 EXISTING PARCEL LINE TO BE REMOVED PROVIDED PARKING GARAGE/ 5 ON-STREET NA NA NA NA 8 TOTAL * MUNICIPAL CODE: SEC TABLE LINE EXISTING PARCEL LINE TO BE REMOVED 7 UNPLATTED 8 9 UTILITY EASEMENT 3 4 UTILITY EASEMENT UTILITY EASEMENT TRACT E U.E. 5 R.O.W. ALLEY ALLEY 5 TRACT K 6 LAND USE TABLE TYPE SQ. FT. ACRES EVANS VIEW SUBDIVISION EXISTING DRIVEWAY EASEMENT USED BY: TERRA VILLAGE APARTMENTS UTILITY EASMENT % OF TOTAL AREA TWO-FAMILY ATTACHED DWELLING 4, MULTI-FAMILY DWELLING 6, OPEN SPACE/UTILITIES 36, ACCESS/UTILITIES 7, ROAD RIGHT OF WAY 39, TOTAL 08, " = 40' UTILITY EASEMENT LINE UTILITY EASMENT HARLAN STREET 0333 E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) GRANT ST., STE , 600, 650 W 9th AVE RESIDENTIAL DENVER, CO 8003 LAND USE PLAN 5 OF 3 No. Revisions Date Init. Appr. Date NOVEMBER 6, 08

6 JAY STREET 5.' R.O.W. 8" WL EXISTING 8" WL EXISTING OVERHEAD ELECTRIC EXISTING FIRE HYDRANT EXISTING POLE MADON SUBDIVISION REC. NO R.O.W. EXISTING POLE ALLEY 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO EXISTING OVERHEAD ELECTRIC W. 9TH AVENUE ALLEY EXISTING STORM EXISTING SANITARY SEWER 4 LINE CONNECT TO EXISTING WL 6" FIRE HYDRANT PRIVATE STREET UNPLATTED 8" WL ALLEY 5 R.O.W. ALLEY EXISTING FENCE EVANS VIEW SUBDIVISION BOOK, PAGE 5 JAY STREET W. 9TH AVENUE KEYMAP N.T.S. HARLAN STREET 0333 E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) No. Revisions Date Init. Appr. Date EXISTING STREET LIGHT EXISTING FENCE EXISTING ASPHALT DRIVEWAY 6" FIRE HYDRANT 8' FL-FL FL-FL ALLEY CONNECT TO EXISTING WL EXISTING 8" WL PRIVATE STRET ALLEY 8" WL FL-FL STREET LIGHT EXISTING ASPHALT PARKING STREET LIGHT, TYP. 8" WL EXISTING ASPHALT DRIVEWAY DRIVEWAY EASEMENT 6" FIRE HYDRANT 5 R.O.W. ALLEY 8" WL FL-FL STREET LIGHT 8" SD RETAINING WALL SIDEWALK SW DETENTION POND PER 00 YR EVENT EXISTING DRIVEWAY EASEMENT ASPHALT PARKING EXISTING ASPHALT DRIVEWAY 4" SD U.E RETAINING WALL HELEN MARIE BERGLUND AS TRUSTEE EXISTING WATER LINE LINE CONNECT TO EXISTING SS MH U.E. EXISTING OVERHEAD ELECTIC " = 40' LEND EXISTING OVERHEAD POWER EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING FIBER OPTICS EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING WATER MAIN BUTTERFLY VALVE CAP WITH END OF LINE BLOWOFF VALVE FIRE HYDRANT WL FITTING WITH THRUST BLOCK WATER LINE WATER LATERAL W/ METER SEWER LINE WITH MANHOLE 800 GRANT ST., STE. 0 DENVER, CO 8003 N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\AREA UTILITY PLAN.DWG, TOMO, /5/08 :58 AM NOTES:. W 9TH IMPROVEMENTS TO BE COORDINATED WITH THE CITY.. IMPROVEMENTS WITHIN WHEAT RIDGE WILL REQUIRE A WHEAT RIDGE ROW PERMIT CALL TERRA VILLAGE APARTMENTS HOLDING COMPANY MATCHLINE - SEE ABOVE EXISTING WL 4" SD " = 40' HARLAN STREET EXISTING GAS LINE TERRA VILLAGE APARTMENTS HOLDING COMPANY LINE EXISTING WL EXISTING SS EXISTING FIRE HYDRANT EXISTING SANITARY SEWER U.E. 4" SD EXISTING GAS LINE MATCHLINE - SEE BELOW HARLAN STREET EXISTING SD CONNECT TO EXISTING SD EXISTING FIBER OPTICS EXISTING OVERHEAD ELECTRIC SEWER LATERAL DRAIN FLARED END DRAIN INLET DRAIN MANHOLE LIGHT POLE SIDEWALK 670, 600, 650 W 9th AVE RESIDENTIAL AREA UTILITY PLAN 6 OF NOVEMBER 6, 08

7 6.0% 5.99% JAY STREET.00% 3.00% 6.5% 6.0% 0: 3: 6.00%.85% 6.5% N:\PROJECTS\EDGEWATER\CAD\ENGINEERING\SHEET SETS\SDP\DRAINAGE PLAN.DWG, CLAYG, /5/08 :59 AM 46. FL H FL FL 540 3: 545 FL-FL 540 8' FL-FL FL FL A-A B-B C-C FL 8' FL-FL FL FL FL-FL H : % : % A 5: A G G 8: STAIRS W/ HANDRAIL (3 RISERS) STAIRS W/ HANDRAIL (4 RISERS) MADON SUBDIVISION STAIRS W/ HANDRAIL (8 RISERS) 3: 0: : B B FL " RCP TOW: 0.45 BOW: 7.38 STAIRS W/ HANDRAIL (7 RISERS) 0.97% 3.00% 3: W. 9TH AVENUE F 3: 4.7 F : % TOW:.00 BOW: FL STAIRS W/ HANDRAIL (7 RISERS) HP % 5.55% FL 3.85 TOW: 3.79 BOW: FL : 3.00% UNPLATTED FL-FL FL 8" RCP 8" RCP FL 54. FL :.08 C C % E E 3: : " RCP FL FL FL D D FL FL 8" RCP FL FL FL FL 6.30 HP TOW: 6.0 BOW:.0 8" RCP FL FL FL-FL FL FL TOW: FL HP FL 6.05 BOW: % : FL FL FL DETENTION FL FL POND PER BOP = : YR EVENT 8" RCP SIDEWALK W. 9TH AVE SIDEWALK W. 9TH AVE SIDEWALK W. 9TH AVE CALL R.O.W. 3: MAX 3: MAX R.O.W. R.O.W. ' D-D E-E F-F EX. FENCE RETAINING WALL 9.3' P.L RAIL CEDAR FENCE P.L. RETAINING WALL EASEMENT EX. PARKING P.L. 3: 3: MAX 4: PRIVACY FENCE POND RETAINING WALL 670, 600, & 650 W. 9TH AVE, EDGEWATER, CO 804 A PARCEL OF LAND LOCATED IN THE SOUTHEAST /4 OF THE SOUTHWEST /4 OF 5, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,, COUNTY OF JEFFERSON, STATE OF COLORADO ' RETAINING WALL G-G H-H P.L. PRIVACY FENCE EASEMENT EX. PARKING CONCRETE STRAIRS PUBLIC ACCESS EASEMENT 8' KENDALL ST (PUBLIC) ' RETAINING WALL HANDRAIL DETAIL DRAINAGE EASEMENT RETAINING WALL TOP RAIL 34-38" L.L. SIDEWALK BUTTERFLY VALVE CAP WITH END OF LINE BLOWOFF VALVE FIRE HYDRANT WL FITTING WITH THRUST BLOCK FLARED END LIGHT POLE SIDEWALK EXISTING ELEVATION DESIGN ELEVATION DRAIN INLET DRAIN MANHOLE EXISTING OVERHEAD POWER EXISTING TELEPHONE LINE SIGN BUILDING FOOTPRINT LEND CENTERLINE RIGHT-OF-WAY EDGE OF PAVEMENT DIRECTION OF FLOW SLOPE & DIRECTION EXISTING CONTOUR EXISTING ' CONTOUR CONTOUR ' CONTOUR DRAIN SEWER LINE WITH MANHOLE SEWER LATERAL WATER LINE WATER LATERAL W/ METER LINE ACCESSIBLE PATHWAY TOW: 6.0 BOW: : 4: 4: " = 30' NOTES:. WALLS OVER 4' TO INCLUDE STRUCTURAL CALCS AND REQUIRE PERMIT 0333 E. Dry Creek Rd. Suite 40 Englewood, CO 80 Tel: (70) Fax: (70) GRANT ST., STE , 600, 650 W 9th AVE RESIDENTIAL DENVER, CO 8003 DRAINAGE PLAN 7 OF 3 No. Revisions Date Init. Appr. Date NOVEMBER 6, 08

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