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Mon Petit Townhomes Lot 2 Site Plan
SITE W. 41ST AVE W. 38TH AVE. W. 35TH AVE. WA D S W O R T H B L V D . TE L L E R S T . HI G H C T . NE W L A N D S T . QU A Y S T . RE E D S T . UP H A M S T . PI E R C E S T . MA R S H A L L S T . KE N D A L S T . W. 35TH AVE. 6990 W. 38TH AVE. PI E R C E S T . W. 37TH W. 36TH CASE HISTORY: WSP-23-06 (SITE PLAN) / MS-23-09 (PLAT) SHEET INDEX: SHEET 1 OF 09 COVER SHEET 2 OF 09 SITE PLAN SHEET 3 OF 09 ELEVATIONS SHEET 4 OF 09 ELEVATIONS SHEET 5 OF 09 LANDSCAPE / STREETSCAPE PLAN SHEET 6 OF 09 LANDSCAPE PLANT LIST AND PLANTING DETAILS SHEET 7 OF 09 LANDSCAPE MISC. DETAILS SHEET 8 OF 09 PHOTOMETRIC PLAN SHEET 9 OF 09 PHOTOMETRIC DETAILS NARRATIVE SUMMARY: THE SITE CONSISTS OF AN 3 STORY EXISTING BRICK OFFICE BUILDING FRONTING 38TH AVENUE ON THE NORTH SIDE OF THE SITE. THE ENTIRE LOT WILL BE SUBDIVIDED, TO CREATE A NEW LOT ON THE SOUTH SIDE OF SITE, FRONTING WEST 37TH AVE. THIS LOT CURRENTLY PROVIDES FOR OVERFLOW PARKING FOR THE OFFICE BUILDING BUT LOT IS NOT REQUIRED TO MEET THE TOTAL PARKING REQUIREMENT FOR THE EXISTING OFFICE BUILDING. THE REQUIRED PARKING IS MET WITH THE EXISTING 47 SPACES TO THE EAST AND SOUTH SIDES OF THE BUILDING. A NEW SIX (6) UNIT, BRICK 'BROWNSTONE' TOWNHOUSE BUILDING WILL BE CONSTRUCTED ON THE NEWLY SUBDIVIDED LOT (LOT 2) FRONTING WEST 37TH AVE. THIS WILL BE A HIGH-QUALITY BUILDING, AND WILL INCLUDE ATTACHED GARAGES TO THE REAR, BASEMENTS, FRONT ENTRY COURTYARDS, AND PRIVATE ROOFTOP DECKS. THE NEW BUILDING WILL BE 3 STORIES AND WILL MEET THE MAXIMUM 35' HEIGHT REQUIREMENT. OWNER'APPLICANT: JASON FILE (OWNER) MON PETITE TOWNHOMES LLC 736 PEARL STREET DENVER, CO. 80203 PH:303-730 -7300 CONTACT: JASON FILE JASONF@FILECO.COM ARCHITECT: M-A ARCHITECTS 709 WEST LITTLETON BLVD, # 106 LITTLETON, COLORADO 80120 PH: 303-730-7300 CONTACT: JOHN MATTHEWS jtm@maarchitects.us BRAD EICKMAN bwe@maarchitects.us CIVIL ENGINEER: POINT CONSULTING, LLC 8460 W. KEN CARYL AVE. #101 LITTLETON, COLORADO 80128 CONTACT: TIFFANY D. WATSON PE T: 720 258 6836 LANDSCAPE ARCHITECT: POINT CONSULTING, LLC 8460 W. KEN CARYL AVE. #101 LITTLETON, COLORADO 80128 CONTACT: JIM SHIPTON RLA T: 720 258 6836 ELECTRICAL ENGINEER (SITE PHOTOMETRIC) DAVID M. KAZIN, P.E. DKAZIN@DMKA.COM KAZIN & ASSOCIATES, INC. 9364 TEDDY LANE, SUITE 101 LONE TREE, CO 80124 PH: 720-489-1609 FX: 720-489-1611 C: 303-905-5300 SURVEYOR: POINT CONSULTING, LLC 8460 W. KEN CARYL AVE. #101 LITTLETON, COLORADO 80128 CONTACT: CAMERON M. WATSON PLS - SURVEYOR T: 720 258 6836 VICINITY MAP 1" = 200' PHONE CENTURY LINK DEVELOPER CONTACT GROUP PO BOX 1720 DENVER, CO 80201 (303) 451-2703 CABLE TV COMCAST WHEAT RIDGE, CO (877) 395-5388 GAS & ELECTRIC XCEL ENERGY OF COLORADO 1123 WEST 3RD AVENUE DENVER, CO 80223 (800) 628-2121 UTILITIES STANDARD NOTES: 1.ANY PROPOSED FENCES, WALLS, SIGNS AND ACCESSORY STRUCTURES SHOWN ON THIS PLAN ARE ILLUSTRATIVE ONLY AND SUBJECT TO SEPARATE REVIEWS AND PERMITS. 2.FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED WITH AN APPROVED ALL-WEATHER SURFACE (CONCRETE OR ASPHALT) AND SHALL BE CAPABLE OF SUPPORTING AN IMPOSED LOAD OF 85,000 POUNDS. 3.THE APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE AFPD. THE FIRE APPARATUS ACCESS ROADS SHALL CONSIST OF THE FIRST LIFT OF ASPHALT OR CONCRETE AND SHALL BE PROVIDED PRIOR TO COMMENCING VERTICAL CONSTRUCTION. ALTERNATIVE TEMPORARY FIRE APPARATUS ACCESS ROAD MATERIALS AND/OR DESIGNS SHALL BE APPROVED AND PERMITTED BY THE AFPD. THE PRIVATE ROADS THROUGH THE SITE SHALL BE DEDICATED ON THE FINAL PLAT AS “FIRE APPARATUS ACCESS ROADS” OR OTHER SIMILAR LANGUAGE AS REQUIRED BY THE CITY OF ARVADA. 4.A 3'- 0” CLEAR SPACE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND NOT OBSTRUCTED. 5.FIRE HYDRANTS SHALL BE INSTALLED AND OPERATIONAL TO PROVIDE THE MINIMUM REQUIRED FIRE FLOW PRIOR TO COMMENCING VERTICAL CONSTRUCTION. 6.DURING CONSTRUCTION AND UPON COMPLETION THERE SHALL BE BUILDING SIGNAGE PROVIDED, A MINIMUM OF 0'- 4” INCHES HIGH WITH 0.5” STROKE AND VISIBLE FROM THE STREET OR ROAD FRONTING THAT BUILDING. revision no.date by checked sheet no. MO N P E T I T T O W N H O M E S - L O T 2 69 9 0 W . 3 8 t h A v e n u e W h e a t R i d g e , C O 8 0 0 3 3 MON PETIT TOWNHOMES - LOT 2 A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE PLAN drawn date SANITARY SEWER SERVICE: WHEAT RIDGE SANITATION DISTRICT 7100 W. 44TH AVENUE, #104 WHEAT RIDGE, COLORADO 80034 OFFICE: 303-424-7252 WATER SERVICE: WHEAT RIDGE WATER DISTRICT 6827 W 38TH AVE WHEAT RIDGE WATER DISTRICT OFFICE: 303-424-2844 FIRE PROTECTION: WEST METRO FIRE PROTECTION DISTRICT 433 SOUTH ALLISON PARKWAY LAKEWOOD, CO 80226 OFFICE: (303)989-4307 OWNER CERTIFICATE THE BELOW SIGNED OWNER(S) OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THE PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THE SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. ______________________________________________________ [JASON FILE, OWNER, MON PETIT TOWNHOMES 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 ________________________________________________________________ COMMUNITY DEVELOPMENT DIRECTOR EXISTING ZONING MIXED-USE NEIGHBORHOOD (MU-N) PROPOSED LAND USE SITE AREA (LOT 2 ONLY) GROSS NET FLOOR AREA BY USE RESIDENTAIL REQUIRED PROPOSED BUILDING COVERAGE OPEN SPACE USABLE SOD HARDSCAPE PARKING STANDARD ACCESSIBLE BICYCLE - INT LEGAL DESCRIPTION: LOT 2 MON PETIT TOWNHOMES SUBDIVISION, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. 1 OF 9 COVER FG BE SITE DATA - LOT 2 RESIDENTIAL .343 ACRES / 14,953 S.F. .322 ACRES / 14,031 S.F. 15,535 GROSS S.F. * *1.NET SITE AREA IS BASED ON 6.5' OF LAND DEDICATION FOR SOUTH ROW. - SITE STATISTICS ARE BASED ON THE NET SITE AREA OF LOT 2 ONLY. 2.TRASH COLLECTION WILL BE BY PRIVATE COMPANY. WHEEL-OUT CARTS FROM GARAGES WILL BE TEMPORARILY STORED NEAR GARAGE DOORS ON TRASH DAY. -48.67% / 6,856 S.F. 10% MIN. / 1,403 S.F.17.2% / 2,418 S.F. .075% MIN. / 1,052 S.F. - - 7.5% / 1,056 S.F. 9.2% / 1,291 S.F. .075% / 1,057 S.F. 1 PER UNIT 2 PER UNIT N/A (GARAGE) 1 PER 4 UNITS (MIN. 4)2 PER UNIT (GARAGE) NOTES: BICYCLE - EXTERIOR 1 SP. PER 4 UNITS (4 min.)4 BUILD-TO ANALYSIS 60% WITHIN 0' TO 12'90.83' / 125.75' = 72% (1 FULL SIZE & 1 COMPACT) 0 200'100'400' 1 2 4 4 4 5 5 5 2 7 7 7 7 7 7 7 7 6 6 UNIT A FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 UNIT B FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 UNIT C FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 UNIT D FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 UNIT E FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 UNIT F FFE (GAR):5437.00 FFE (B):5428.50 FFE (1ST):5437.33 7005 W 37TH AVE WHEAT RIDGE, CO 80033 6900 W 38TH AVE WHEAT RIDGE, CO 80033 7K LLC 7000 W 38TH AVE WHEAT RIDGE, CO 80033 MON PETIT SUITES LLC 6990 W 38TH AVE WHEAT RIDGE, CO 80033 3 3 3 3 3 3 3 4 W 37TH AVE (40' PUBLIC ROW) 8 16 LOT 1 31,752 SF 0.7289 AC 7 6 73 7 6 7 3 7 6 8 8 LOT 2 14,031 SF 0.3221 AC 10 16 BEGINNING 16 END 13 11 7 1 7 1 71 71 7 1 71 7 2 12 9BEGINNING 9END 9 5'5.00' PROPOSED WR VALLEY INLET PROPOSED STORM MANHOLE (TYP.) PROPOSED SEWER MANHOLE (TYP.) PROPOSED SEWER MANHOLE (TYP.) PROPOSED SEWER MANHOLE (TYP.) PROPOSED CURB STOP (TYP.) PROPOSED STORM MANHOLE (TYP.) WATER QUALITY SWALE 27.64' FLOWLINE OF STORMWATER CONVEYANCE 20.00' 26.50' ROW DEDICATION VARIES 6.5' ROW DEDICATION PROPOSED NYLOPLAST STORM MANHOLE 22.67' PROPOSED STORM INLET (TYP.) PROPOSED NYLOPLAST DRAIN BASIN 20.00' STORMWATER DRAINAGE EASEMENT 18.00' STORMWATER DRAINAGE EASEMENT STORMWATER DRAINAGE EASEMENT 14.00' CROSS ACCESS EASEMENT 8.00' STORMWATER DRAINAGE EASEMENT EXISTING DRIVEWAY 4.58'4.58'4.00'4.58'4.58' 3.08'3.08'4.42' 15' BUILDING SETBACK LINE 12.00' BUILD TO LINE 1.45' N89° 38' 24"E 125.75' S89° 38' 24"W 99.98'S89° 38' 24"W 125.75' N00° 24' 42"W 6.50' N0 0 ° 2 4 ' 4 2 " W 1 1 2 . 4 1 ' S00° 24' 42"E 11.00' 6.90' 12.00' BUILD TO LINE 20.95' 19.77' SETBACK 26.58' SETBACK 20.00' BUILDING SETBACK LINE 5.00' BUILDING SETBACK LINE S0 0 ° 2 4 ' 4 2 " E 1 0 7 . 9 1 ' 15.00' SETBACK RIGHT-OF-WAY / PROPERTY LINE PROPOSED 6' TALL CEDAR FENCE 13.50' 19.34' 2.41' DOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUT R5.00'R15.00' R15.00' R35.00' R1.50' R8.00' R20.00' R34.00' PROPOSED SAW CUT 3 3 3 10.00' WATER EASEMENT EXISTING STORM INLET (TYP.) PROPOSED CONCRETE BOX OUTFALL MANHOLE R5.00' R35.35' 6 6 6 PROPOSED WATER METER (TYP.) PROPOSED CURB STOP (TYP.) 6.00'6.00' R11.00'R25.00' PROPOSED WATER METER (TYP.) 3 3.08' 11.45' 5 14 15 15 END BEGINNING10.38' 6.00'PROPOSED FIRE HYDRANT (TYP.) 23.32' N89° 38' 24"E 20.89' N46° 55' 59"E 6.63' 6.00' PROPOSED FENCE 17 17 END BEGINNING 18 W. 37TH AVE KEY MAP 1" = 75'NN W. 38TH AVE BENCHMARK . CITY OF WHEAT RIDGE PHAC1 BEING A 9/16” STAINLESS ROD SET IN A MONUMENT WELL IN THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE MUNICIPAL CENTER LOCATED AT THE INTERSECTION OF WADSWORTH BLVD AND W 29TH AVE. ELEVATION = 5471.62' NAVD88 R Callbefore you dig. below.Know what's SI T E D E V E L O P M E N T P L A N WH E A T R I D G E , C O L O R A D O MO N P E T I T T O W N H O M E S 2DA T E DE S C R I P T I O N SI T E P L A N JO B N O . 2 3 . 0 2 3 NN 010 SCALE 1" = 10' 5 10 PO I N T C O N S U L T I N G , L L C 84 6 0 W K E N C A R Y L A V E # 1 0 1 LI T T L E T O N , C O 8 0 1 2 8 72 0 - 2 5 8 - 6 8 3 6 ww w . p n t - l l c . c o m PL A N N I N G CI V I L E N G I N E E R I N G LA N D S C A P E A R C H I T E C T U R E LA N D S U R V E Y I N G -------- MON PETIT TOWNHOMES - LOT 2 SITE PLAN A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE STATE OF COLORADO RETAINING WALL NOTES 1.ALL RETAINING WALLS 48" OR HIGHER MEASURED FROM THE TOP OF THE WALL TO THE BOTTOM OF THE FOOTER, UNLESS SUPPORTING A SURCHARGE OR WHERE THERE IS 36" OF UNBALANCED FILL, SHALL BE ENGINEERED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF COLORADO. 2.RETAINING WALLS MAY REQUIRE A SEPARATE BUILDING PERMIT. CHECK WITH THE CITY OF WHEAT RIDGE BUILDING DIVISION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3.SUBSEQUENT TO CONSTRUCTION, ALL ENGINEERED RETAINING WALLS SHALL BE CERTIFIED BY THE DESIGNING ENGINEER FOR COMPLIANCE WITH THE APPROVED DESIGN. 4.NO GRADES SHALL EXCEED THE CITY'S MAXIMUM OF 4:1 IF NECESSARY, A RETAINING WALL OR TERRACING SHALL BE EMPLOYED TO REDUCE THE SLOPE BELOW THE 4:1 MAXIMUM. LEGEND PROPERTY LINE EXISTING PROPERTY LINE PROPOSED SETBACK PROPOSED SAW CUT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROPOSED SPILL CURB AND GUTTER PROPOSED SIDEWALK PROPOSED PAVEMENT LIMITS EASEMENT BOUNDARY PROPOSED SIGN PROPOSED SITE LIGHTING WITH PULLBOX EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED STORM SEWER STRUCTURES 1S T C I T Y S U B M I T T A L 2N D C I T Y S U B M I T T A L 3R D C I T Y S U B M I T T A L 4T H C I T Y S U B M I T T A L 5T H C I T Y S U B M I T T A L 6T H C I T Y S U B M I T T A L -- 20 2 3 . 0 6 . 2 3 20 2 3 . 1 1 . 1 0 20 2 4 . 0 3 . 0 1 20 2 4 . 0 5 . 2 1 20 2 4 . 1 0 . 1 5 20 2 4 . 1 1 . 2 2 -- GENERAL NOTES 1.REFER TO SHEET C0.00, COVER SHEET, FOR THE BASIS OF BEARINGS. 2.THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 3.NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO COMMENCEMENT OF WORK). 4.THE MAXIMUM ALLOWABLE SLOPE IS 4:1. ANY SLOPES THAT MAY EXCEED THIS LIMIT SHALL BE TERRACED TO BELOW THE MAXIMUM. 5.THE MAXIMUM CROSS-SLOPE ON THE PUBLIC SIDEWALK SHALL BE 2.0%. ANY PORTION EXCEEDING THE MAX. 2% SHALL BE REMOVED AND REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 6.PROVIDE TIE BAR REINFORCING BETWEEN INDEPENDENTLY POURED CONCRETE AND BETWEEN EXISTING AND NEW CONCRETE PER CDOT STANDARD M-608-1. CONSTRUCTION NOTES . INSTALL CDOT TYPE 1 DRIVEWAY. RE: SHEET C3.90, DETAIL B. TIE INTO EXISTING SIDEWALK. USE #4 REBAR @ 2' O.C. (MIN 3 BARS). INSTALL BENCH (EMBEDDED MOUNT). RE: SHEET L3.91, DETAIL H. TIE INTO EXISTING CURB AND GUTTER. CONSTRUCT 6-INCH VERTICAL CURB TYPE 2, SECTION B. RE: SHEET C3.90, DETAILS A & B. INSTALL DETACHED CONCRETE SIDEWALK, WIDTH PER PLAN. RE: SHEET C3.90, DETAIL D. INSTALL 7-INCH RISERS WITH 11-INC TREADS. SEE GRADING PLAN, C4.10, FOR ELEVATION DATA. RE: ARCHITECTURAL PLANS FOR TYPE AND MATERIAL. INSTALL CONCRETE PAVEMENT. RE: SHEET C3.92, DETAIL K. INSTALL LANDSCAPE RETAINING WALL. SEE GRADING PLAN, C4.10, FOR TOP AND BOTTOM OF WALL ELEVATIONS AT FINISHED GRADE. INSTALL 2-FOOT EMERGENCY OVERFLOW CURB CUT. INSTALL BICYCLE RACK (4 SPACES). RE: SHEET L3.91, DETAIL E. INSTALL ADA RAMP TYPE II. RE: SHEET C3.91, DETAIL I. 1 2 3 4 5 6 7 8 9 10 11 12 CONCRETE PAD, THICKNESS VARIES. SEE GRADING PLAN FOR ELEVATIONS.13 INSTALL SIDEWALK CHASE. RE: SHEET C3.91, DETAIL H.14 INSTALL REINFORCED STRUCTURAL CONCRETE AROUND EXISTING 18" RCP MAIN. RE: SHEET C3.92, DETAIL M15 INSTALL STRUCTURAL CONCRETE RETAINING WALL. RE: SHEET S0.0, DETAILS 1-316 INSTALL STRUCTURAL CONCRETE RETAINING WALL. RE: SHEET S0.0, DETAILS 1, 2, AND 417 PROPOSED CURB CHASE WITHOUT GRATE18 revision no.date by checked sheet no. MO N P E T I T T O W N H O M E S - L O T 2 69 9 0 W . 3 8 t h A v e n u e W h e a t R i d g e , C O 8 0 0 3 3 MON PETIT TOWNHOMES - LOT 2 A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE PLAN drawn date 3 OF 9 FRONT AND LEFT ELEVATIONS ML, FG BE revision no.date by checked sheet no. MO N P E T I T T O W N H O M E S - L O T 2 69 9 0 W . 3 8 t h A v e n u e W h e a t R i d g e , C O 8 0 0 3 3 MON PETIT TOWNHOMES - LOT 2 A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE PLAN drawn date 4 OF 9 REAR AND RIGHT ELEVATIONS ML / FG BE W W W W W W W W W W SS SS SS SS W W W SS SS SS SS SS SS SS SS SS SS SS SS SS W 33.63' 5 2.96' 3.59' 11.59' 54 3 5 54 3 2 54 3 3 54 3 4 5436 54 3 6 54 3 7 5 4 3 7 5435 5 4 3 2 5 4 3 3 5434 54 3 6 5436 5437 5437 5431 5431 5435 5431 5431 5432 5433 5434 5436 5436 5435 54 3 2 543 3 5434 5436 5 4 3 6 5 4 3 1 5431 5436 54 3 7 5434 5433 54 3 5 5436 54 3 4 5433 5. 6 1 % 6.50' ROW DEDICATION 1 4 4 3 2.19 % 6 10.00' WATER EASEMENT GARAGES: SLOPE = 1.04% 7005 W 37TH AVE WHEAT RIDGE, CO 80033 6900 W 38TH AVE WHEAT RIDGE, CO 80033 MON PETIT SUITES LLC 6990 W 38TH AVE WHEAT RIDGE, CO 80033 W 37TH AVE 12 PDS 3 NSG 3 GOJ 6 PDS 3 KDW 3 NSG 1 MDJ 3 LRS 6 PDS 3 KDW 1 MDJ 3 NSG 1 MDJ 3 AFD 2 LRS 3 LRS UNIT A FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 UNIT B FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 UNIT C FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 UNIT D FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 UNIT E FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 UNIT F FFE (GAR): 5437.00 FFE (1ST):5437.33 FFE (B):5428.50 10 KFG 3 KFG 3 KFG 7 PDS 3 KFG 4 PDS 1 LRS2 LRS4 PDS PORCH PORCH PORCH PORCHPORCH PORCH RM RM RM RM RM RM RM RM RM RM RM RM SOD SIGHT DISTANCE TRIANGLE UNDERGROUND DETENTION EXISTING FENCE TO REMAIN (NEIGHBOR) FIRE HYDRANT OPEN SPACE OPEN SPACE OPEN SPACE 5 BFJ 2 AFD 3 KFG 3 AFD EXISTING PRIVACY FENCE TO BE REPLACED LOT 1 31,752 SF 0.7289 AC LOT 2 14,031 SF 0.3221 AC 7K LLC 7000 W 38TH AVE WHEAT RIDGE, CO 80033 4 PDS RM 1 SSL 1 SSL 9 BFJ 3 PDS 4 KFG 4 KFG 4 KFG 2 KDW2 KDW 20.00' STORMWATER DRAINAGE EASEMENT 18.00' STORMWATER DRAINAGE EASEMENT STORMWATER DRAINAGE EASEMENT 8.00' STORMWATER DRAINAGE EASEMENT 14.00' CROSS ACCESS EASEMENT 2 RETAINING WALL (SEE STRUCTURAL) 5431 5432 5433 5436 W. 37TH AVE KEY MAP 1" = 75' W. 38TH AVE W. 37TH AVE KEY MAP 1" = 75' W. 38TH AVE R Callbefore you dig. below.Know what's SI T E P L A N WH E A T R I D G E , C O L O R A D O MO N P E T I T T O W N H O M E S 5 1S T C I T Y S U B M I T T A L 2N D C I T Y S U B M I T T A L 3R D C I T Y S U B M I T T A L 4T H C I T Y S U B M I T T A L 5T H C I T Y S U B M I T T A L 6T H C I T Y S U B M I T T A L -- DA T E DE S C R I P T I O N LA N D S C A P E P L A N JO B N O . 2 3 . 0 2 3 N 010 SCALE 1" = 10' 5 10 PO I N T C O N S U L T I N G , L L C 84 6 0 W K E N C A R Y L A V E # 1 0 1 LI T T L E T O N , C O 8 0 1 2 8 72 0 - 2 5 8 - 6 8 3 6 ww w . p n t - l l c . c o m PL A N N I N G CI V I L E N G I N E E R I N G LA N D S C A P E A R C H I T E C T U R E LA N D S U R V E Y I N G -------- 20 2 3 . 0 6 . 2 3 20 2 3 . 1 1 . 1 0 20 2 4 . 0 3 . 0 1 20 2 4 . 0 5 . 2 1 20 2 4 . 1 0 . 1 5 20 2 4 . 1 1 . 2 2 -- MON PETIT TOWNHOMES - LOT 2 SITE PLAN A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO LEGEND WTR SAN ELE STM 5361 5361 GAS W SS LANDSCAPE EDGER ROCK MULCH RTF WATER SAVER SOD EVERGREEN TREE ORNAMENTAL TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS ORNAMENAL GRASSES PERENNIAL FLOWERS PROPERTY LINE EXISTING PROPERTY LINE EXISTING CURB AND GUTTER PROPOSED CURB EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SIDEWALK PROPOSED SIGHT TRIANGLE EASEMENT BOUNDARY EXISTING WATER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING GAS LINE EXISTING FIBER OPTIC/PHONE LINE EXISTING OVERHEAD ELECTRIC LINE PROPOSED STORM PIPE PROPOSED SANITARY SEWER PROPOSED WATER LINE PROPOSED ELECTRIC LINE PROPOSED STORM STRUCTURES PROPOSED SITE LIGHTING PROPOSED SIGN OHE KEY NOTES INSTALL BICYCLE RACK (4 SPACES). RE: SHEET 7, DETAIL E1 2 BENCHMARK CITY OF WHEAT RIDGE PHAC1 BEING A 9/16” STAINLESS ROD SET IN A MONUMENT WELL IN THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE MUNICIPAL CENTER LOCATED AT THE INTERSECTION OF WADSWORTH BLVD AND W 29TH AVE. ELEVATION = 5471.62' NAVD88 GENERAL NOTES . 1.REFER TO SHEET 1, COVER SHEET, FOR THE BENCHMARK AND BASIS OF BEARINGS. 2.REFER TO SHEETS 6 AND 7, LANDSCAPE DETAILS, FOR LANDSCAPE NOTES, PLANTING DETAILS, PLANT LIST, AND LANDSCAPE DATA. RM SOD 3 4 5 INSTALL DOG WASTE STATION. RE: SHEET 7, DETAIL I INSTALL BENCH (EMBEDDED MOUNT). RE: SHEET 7, DETAIL H INSTALL BENCH (SURFACE MOUNT). RE: SHEET 7, DETAIL G INSTALL TRASH RECEPTACLE. RE: SHEET 7, DETAIL F 6 INSTALL 6-FOOT TALL CEDAR FENCE. RE: SHEET 7, DETAIL J DO NOT CUT OR DAMAGE LEADER PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP REMOVE BURLAP & TWINE FROM THE TOP 1 3 OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED UNDISTURBED SUBGRADE SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION HOLE SHOULD HAVE ROUGHENED SIDES SHADE TREES: LOWEST LIMBS MIN. 6-8' FROM ROOT CROWN AFTER TWO YEARS NO LIMB SHALL BE WITHIN 8' OF PAVEMENT WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH WITH SPECIFIED TREE WRAP AND SECURE ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR 1 2" DIA. WHITE PVC PIPE OVER WIRE, 24" LONG MIN. SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS. IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY FINISHED GRADE DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED TEMPORARY 4" DEEP WATER RETENTION BASIN NOT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING SPECIFIED STEEL POST (2 MIN.) DRIVEN VERTICALLY TO EXTEND A MIN. OF 30" INTO UNDISTURBED SOIL 2 X ROOTBALL DIA. TREE PLANTING D NOT TO SCALE EDGER SOD ADJACENT TO WALKS AND CURBS MULCH ADJACENT TO WALKS AND CURBS FINISHED GRADE OR TOP OF SOD LEVEL WITH PAVED EDGE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED APPROX. 1" BELOW TOP OF PAVED EDGE FOR SOD AND LEVEL FOR SEED SPECIFIED SOD OR SEED FINISHED GRADE OR TOP OF SOD LEVEL WITH TOP OF EDGER SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL SPECIFIED MULCH FINISHED GRADE OR TOP OF MULCH 1 2" BELOW PAVED EDGE SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW PAVED EDGE SPECIFIED SOD OR SEED FINISHED GRADE OR TOP OF MULCH 1 2" BELOW TOP OF EDGER SPECIFIED MULCH SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC SPECIFIED EDGER FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE NECESSARY DISTANCE BELOW TOP OF EDGER EDGE TREATMENTANOT TO SCALE 1. THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, IRRIGATION, ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. 3. ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE. 4. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 5. BEFORE COMMENCING WORK, CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC. 6. ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES. 7. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY REQUIRED FOR THE PROJECT. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS, ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND. PLANTING PROCEDURES SHALL CONFORM TO DETAILS. 8. ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 9. ROCK MULCH: INSTALL 3-INCHES OF 2-4" HORIZON COBBLE, LOCALLY AVAILABLE, ROCK MULCH IN ALL SHRUB BEDS OVER TYPAR 3301 WEED MAT OR APPROVED EQUAL, AFTER APPLYING PRE-EMERGENT HERBICIDE. 10. SOD: SHALL BE RTF WATER SAVER SOD PER GREEN VALLEY TURF COMPANY 13159 N US HIGHWAY 85, LITTLETON, CO 80125. (303) 798-6764 11. ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR THE BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. 12. DISTRIBUTE IMPORTED TOPSOIL OVER AREAS TO BE GRASSED TO A MINIMUM DEPTH OF FOUR (4") INCHES, AND TO A DEPTH OF TEN (10") INCHES IN SHRUB AND PERENNIAL BEDS. TOPSOIL TO BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL FREE FROM WEEDS, LITER, GRASS, STONES LARGER THAN 1", ROOTS OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH. 13. SOIL PREPARATION: MIX THE FOLLOWING SOIL AMENDMENTS AND APPLY TO SOD AND SHRUB BED AREAS. A. ASPEN RICH COMPOST -- 4 CUBIC YARDS PER 1,000 S.F. B. COMMERCIAL FERTILIZER (20-10-5): 10 lbs. PER 1,000 S.F. C. SUPERPHOSPHATE: 10 lbs. PER 1,000 S.F. 14. BACKFILL FOR TREES AND SHRUBS: SHALL CONSIST OF 1/3 ASPEN RICH COMPOST AND 2/3 SITE SOIL. FERTILIZE WITH AGRI-FORM TABLETS AT MANUFACTURER'S RECOMMENDED RATES. 15. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES IN LANDSCAPE AREAS. 16. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AS NECESSARY BY THIS WORK. 17. TEST SOIL IN PROPOSED LANDSCAPE AREAS PREVIOUSLY PAVED OR BUILT ON FOR STERILENT AND REMOVE CONTAMINATED SOIL. BACKFILL WITH SPECIFIED TOPSOIL. 18. CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO HIS CONSTRUCTION AND KEEP PROJECT AREAS CLEAN AND ORDERLY DURING AND UPON COMPLETION OF HIS WORK. LANDSCAPE NOTES LANDSCAPE DATA: GENERAL NOTES: 1.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND NOT OBSTRUCTED. 2.RIGHT OF WAY TREES WITHIN THIS DEVELOPMENT, WHEN FULLY MATURE, SHALL PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES. 3.REFER TO SHEET L3.90, LANDSCAPE DETAILS FOR LANDSCAPE NOTES AND PLANTING DETAILS. TOTAL SITE AREA 14,031 S.F. (.32 AC) LOT 2 LANDSCAPE AREA (3,003 SF) LANDSCAPE RATIO REQUIRED PROVIDED EXISTING TREES 1 / 1000 SF 3 3 0 SHRUBS 10 / 1000 SF 30 40 0 PERENNIALS AND GRASSES 0 89 0 SOD 1,054 SF ROCK MULCH 1,949 SF STREET FRONTAGE (102 LF) TREES 1 / 30 LF 3 2 0 OPEN SPACE REQUIRED:1,403 S.F. (10% MU-N) PROVIDED:2,418 S.F. (17.2%) USABLE: (75% OF 1,403):1,052 SF 1,057 SF PLANT LIST QtLJ.SLJm.ScŝĞntŝĨŝc/BotĂnŝc NĂmĞ ContĂŝnĞƌ/SŝnjĞ NotĞs HĂbŝt WĂtĞƌ UsĂŐĞ EVERGREEN TREES 3 MDJ MEDORA JUNIPER 6 FOOT STRAIGHT TRUNK, B&B 18X5 FEET VERY LOW Juniperus Scopulorum 'Medora'SINGLE TRUCK SPECIMEN QUALITY, STAKED ORNAMENTAL TREES 2 SSL SUMMER SPRITE LINDEN 2 1/2" CAL.STRAIGHT TRUNK, B&B 13X10 FEET MEDIUM Tilia cordata Summer Sprite SINGLE TRUCK SPECIMEN QUALITY, STAKED DECIDUOUS SHRUBS 8 AFD ARCTIC FIRE DOGWOOD 5 GAL.SPACING 6' O.C.4X4 FEET MEDIUM Cornus sericea 'Arctic Fire'18"-24" HT 5 CANES MIN. 10 KDW KELSEY DWARF DOGWOOD 5 GAL.SPACING 6' O.C.2X3 FEET MEDIUM Cornus sericea 'Kelseyi'18"-24" HT 5 CANES MIN. 10 LRS LITTLE SPIRE RUSSIAN SAGE 5 GAL SPACING 6' O.C.3X3 FEET LOW Perovskia atriplicifolia 'Little Spire'18"-24" HT 5 CANES MIN. EVERGREEN SHRUBS 14 BFJ BUFFALO JUNIPER 5 GAL.SPACING 6' O.C.2X6 FEET LOW 36"-48" HT 5 CANES MIN. 3 GOJ GREY OWL JUNIPER 5 GAL.SPACING 6' O.C.3X6 FEET LOW Juniperus virginiana 'Grey Owl'36"-48" HT 5 CANES MIN. ORNAMENTAL GRASSES 34 KFG KARL FOERSTER GRASS 1 GAL.SPACING 24" O.C.3X2 FEET LOW Calamagrostis x acutiflora ESTABLISHED 9 NSG NORTHERN SEA OATS GRASS 1 GAL.SPACING 24" O.C.3X2 FEET MEDIUM Chasmanthium latifolium ESTABLISHED 46 PDS PRAIRIE DROPSEED 1 GAL.SPACING 24" O.C.2X2 FEET LOW Sporobolus heterolepis ESTABLISHED EVERGREEN TREE PLANTING W/ GUY WIRESCNOT TO SCALE ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED 1 2" DIA. WHITE PVC PIPE OVER WIRE, 25" LONG MIN TEMPORARY 4" DEEP WATER RETENTION BASIN NOT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING SET ROOT CROWN LEVEL WITH TOP OF SOIN IN BEDS. IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY SPECIFIED 30" STEEL POST (3 MIN.) DRIVEN VERTICALLY INTO UNDISTURVED SOIL FLUSH WITH GRADE FINISHED GRADE REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP REMOVE BURLAP & TWINE FROM THE TOP 1 3 OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED UNDISTURBED SUBGRADE SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION HOLE SHOULD HAVE ROUGHENED SIDES 2 X ROOTBALL DIA. SHRUB PLANTINGBNOT TO SCALE REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP REMOVE BURLAP & TWINE FROM THE TOP 1 3 OF ROOTBALL REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED UNDISTURBED SUBGRADE SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION LIGHTLY COMPACTED HOLE SHOULD HAVE ROUGHENED SIDES SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING APPLIED SPECIFIED MULCH TO REMAIN PERMANENTLY SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL CREATE A 2" DEEP WATER RETENTION BASIN & APPLY A RING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL. SET ROOT CROWN OF SPREADING SHRUBS AT TOP OF SOIL FINISHED GRADE OR TOP OF MULCH 1 2" BELOW PAVED EDGE 2 X ROOTBALL DIA. 2' - 0" MIN. SI T E D E V E L O P M E N T P L A N WH E A T R I D G E , C O L O R A D O MO N P E T I T T O W N H O M E S 6DA T E DE S C R I P T I O N LA N D S C A P E D E T A I L S JO B N O . 2 3 . 0 2 3 PO I N T C O N S U L T I N G , L L C 84 6 0 W K E N C A R Y L A V E # 1 0 1 LI T T L E T O N , C O 8 0 1 2 8 72 0 - 2 5 8 - 6 8 3 6 ww w . p n t - l l c . c o m PL A N N I N G CI V I L E N G I N E E R I N G LA N D S C A P E A R C H I T E C T U R E LA N D S U R V E Y I N G -------- 1S T C I T Y S U B M I T T A L 2N D C I T Y S U B M I T T A L 3R D C I T Y S U B M I T T A L 4T H C I T Y S U B M I T T A L 5T H C I T Y S U B M I T T A L 6T H C I T Y S U B M I T T A L -- 20 2 3 . 0 6 . 2 3 20 2 3 . 1 1 . 1 0 20 2 4 . 0 3 . 0 1 20 2 4 . 0 5 . 2 1 20 2 4 . 1 0 . 1 5 20 2 4 . 1 1 . 2 2 -- PET WASTE STATIONINOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 5017-066 - PET WASTE STATION. GYMS FOR DOGS™ - ECO DOG STATION™ ALUMINUM - EXCLUSIVE SIGNATURE DECORATIVE PET WASTE STATION W STARTER KIT OF 400 BAGS NATURAL DOG PARK - PET WASTE STATION www.livinthedoglife.com LIVIN THE DOG LIFE 3815 RIVER CROSSING PKWY SUITE 100 INDIANAPOLIS, IN 46240 PHONE: (800) 931-1562 FAX: (800) 931-6152 STANDARD FEATURES: -EXCLUSIVE PRODUCT TO GYMS FOR DOGS™ AND LIVIN THE DOG LIFE™. -ALUMINUM WASTE BAG DISPENSER. -BAG DISPENSER HOLDS 2 ROLLS OF OXO-BIODEGRADABLE LITTER PICK UP BAGS. -10 GALLON POLY TRASH RECEPTACLE WITH LID WITH MOUNTING HARDWARE. -BOX OF 50 TRASH CAN LINER BAGS. -LOCKING DISPENSER HOLDS 2 - 200 CT. REFILL BOXES. PRODUCT DIMENSIONS: DIMENSIONS: 58" H X 19" W X 14" D RECOMMENDED SPECIFICATIONS: ALUMINUM BAG DISPENSER: -H: 12.5" X W: 9" X D: 3.5". -14 GAUGE POWDER COATED FOREST GREEN ALUMINUM. -WEIGHT: 6 LBS. -400 BAG CAPACITY. -TWO DIAMOND SHAPED BAG DISPENSER SLOTS. -FRONT LOCKING ACCESS PANEL. -CLEARLY POSTED INSTRUCTIONS. ALUMINUM TRASH RECEPTACLE WITH LID: -H: 23" X 11.5" DIAMETER. -16 GAUGE POWDER COATED FOREST GREEN STEEL. -WEIGHT: 14.6 LBS. -10 GALLON CAPACITY WITH INTERIOR TRASH LINER BAG. -ATTACHED STAINLESS STEEL HINGED LID. -ONE (1) BOX 50 COUNT TRASH BAGS INCLUDED (5 LBS.) POLY POST: -6', .125 GAUGE FIBERGLASS. -WEIGHT: 8 LBS. -58" TOTAL HEIGHT ABOVE GROUND. -FILL WITH 40 LBS. "READY TO USE" CEMENT.ELEVATION 12 . 5 " 8" 18 " 8" 14 " 58 " 2" SELECT DESIRED COLOR: GREEN BLACK APEX BIKE RACKENOT TO SCALE TRASH RECEPTACLEFNOT TO SCALE 6' BENCH (EMBEDDED MOUNT)H NOT TO SCALE 6' BENCH (SURFACE MOUNT)G NOT TO SCALE 6-FOOT CEDAR WOOD FENCEJNOT TO SCALE SI T E D E V E L O P M E N T P L A N WH E A T R I D G E , C O L O R A D O MO N P E T I T T O W N H O M E S 7DA T E DE S C R I P T I O N LA N D S C A P E D E T A I L S JO B N O . 2 3 . 0 2 3 PO I N T C O N S U L T I N G , L L C 84 6 0 W K E N C A R Y L A V E # 1 0 1 LI T T L E T O N , C O 8 0 1 2 8 72 0 - 2 5 8 - 6 8 3 6 ww w . p n t - l l c . c o m PL A N N I N G CI V I L E N G I N E E R I N G LA N D S C A P E A R C H I T E C T U R E LA N D S U R V E Y I N G -------- 1S T C I T Y S U B M I T T A L 2N D C I T Y S U B M I T T A L 3R D C I T Y S U B M I T T A L 4T H C I T Y S U B M I T T A L 5T H C I T Y S U B M I T T A L 6T H C I T Y S U B M I T T A L -- 20 2 3 . 0 6 . 2 3 20 2 3 . 1 1 . 1 0 20 2 4 . 0 3 . 0 1 20 2 4 . 0 5 . 2 1 20 2 4 . 1 0 . 1 5 20 2 4 . 1 1 . 2 2 -- C C C C C C CCCCCC A A A A A A A B B B B B B B B B 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 0.1 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 0.0 0.0 0.1 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 0.0 0.0 0.2 0.3 0.2 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 0.0 0.0 0.5 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.9 1.0 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 1.0 0.4 0.2 0.2 0.1 0.1 0.9 0.2 0.2 0.2 0.1 0.1 1.2 0.2 0.1 1.6 1.9 1.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.8 0.8 0.2 0.2 1.0 1.1 1.1 1.0 0.3 0.2 0.4 0.6 0.8 0.7 0.3 0.3 0.7 0.7 2.2 2.8 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 4.6 6.2 7.6 8.0 5.7 6.1 5.8 6.5 7.2 7.5 1.1 2.9 4.6 5.6 7.3 7.7 5.0 4.2 3.6 2.9 1.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.7 5.9 8.2 5.7 5.5 5.5 3.8 3.1 1.6 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 4.4 3.0 1.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.4 1.9 3.8 3.8 2.0 0.5 0.1 0.1 0.0 0.0 0.0 0.1 0.9 6.7 3.5 4.5 2.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.4 1.7 3.7 5.2 2.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 3.5 4.4 2.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 4.2 3.9 2.1 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 4.7 3.3 2.0 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 4.1 3.9 2.1 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 3.6 4.5 2.2 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.5 2.2 3.9 5.1 2.1 0.5 0.1 0.1 0.0 0.0 0.0 0.1 0.9 6.6 3.6 4.4 2.1 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.3 1.5 4.0 3.7 1.9 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 4.2 3.2 1.6 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 5.5 2.6 1.2 5.6 2.9 1.3 5.7 3.0 1.3 5.8 2.8 1.3 5.8 2.8 1.2 5.8 6.6 3.4 1.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.4 0.3 0.7 0.5 0.3 0.7 0.5 0.3 0.7 0.5 0.3 0.7 0.5 0.3 0.8 2.8 2.9 1.2 0.3 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 0.0 2.1 2.6 1.0 0.2 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 0.0 1.5 1.7 0.9 0.2 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 0.3 0.8 0.9 0.6 0.2 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 0.2 0.4 0.4 0.3 0.2 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 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 0.2 0.2 0.2 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 0.0 0.0 0.1 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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D D D revision no.date by sheet title date drawn checked sheet no. CO P Y R I G H T 2 0 2 3 B Y M - A A R C H I T E C T S - N O R E P R O D U C T I O N S O R O T H E R U S E O F T H E S E P L A N S M A Y B E U S E D W I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F T H E C O P Y R I G H T H O L D E R . MO N P E T I T T O W N H O M E S - L O T 2 69 9 0 W . 3 8 t h A v e n u e A r v a d a , C O . 8 0 0 0 3 MON PETIT TOWNHOMES - LOT 2 A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO SITE PLAN 6/26/23 DMK 8 OF 9© 2023 CONSULTING ELECTRICAL ENGINEERS 9364 TEDDY LANE, SUITE 101 LONE TREE, CO 80124 (720) 489-1609 PROJECT #: 23150 1 11-10-23 DK 2 03-04-24 DK 3 11-22-24 DK CALCULATION SUMMARY AVE MAX MIN 1.5 8.2 0.0 PHOTOMETRIC PLAN SCALE:1 PHOTOMETRIC PLAN 1" = 10'-0" NOTES: 1.EXTERIOR LIGHTING SHOWN WILL BE CONNECTED TO A COMMON PANEL AND WILL BE PHOTOCELL CONTROLLED FOR DUSK-TO DAWN OPERATION.0 N 0 N 0000 SCALE 1" = 10' 00000000005 10 revision no.date by sheet title date drawn checked sheet no. CO P Y R I G H T 2 0 2 3 B Y M - A A R C H I T E C T S - N O R E P R O D U C T I O N S O R O T H E R U S E O F T H E S E P L A N S M A Y B E U S E D W I T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F T H E C O P Y R I G H T H O L D E R . MO N P E T I T T O W N H O M E S - L O T 2 69 9 0 W . 3 8 t h A v e n u e A r v a d a , C O . 8 0 0 0 3 MON PETIT TOWNHOMES - LOT 2 A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO SITE PLAN 6/26/23 DMK 9 OF 9© 2020 CONSULTING ELECTRICAL ENGINEERS 9364 TEDDY LANE, SUITE 101 LONE TREE, CO 80124 (720) 489-1609 PROJECT #: 23150 1 11-10-23 DK 2 03-04-24 DK 1 FIXTURE TYPE "A" NOT TO SCALE 2 FIXTURE TYPE "B" NOT TO SCALE 3 FIXTURE TYPE "C" NOT TO SCALE 4 FIXTURE TYPE "D" NOT TO SCALE FIXTURE DETAILS