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HomeMy WebLinkAboutQuail Run PRD SDPW OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. WONDERLAND AT STATION 53, LLC, A COLORADO LIMITED LIABILITY COMPANY BY: CDL HOMES, INC., A COLORADO CORPO ATION, ITS SOLE MEMBER i ' f!r BY: {� NAME' jZOLOY a0ey-woo ITS: 0 VLA 0�► STATE OF COLORADO } )SS COUNTY OF Wra-,4 ,I, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF D Ef A.D. 201? BY L f*oq AS y��n.�o� 56 i"G�i �rG�'6�icaf OF CDL HOMES, INC., A COLORADO CORPORATION, SOLE MEMBER OF WONDERLAND AT STATION 53, LLC, A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: "d EMN.WEAN MOORE NOTARY PUBLIC - STAVE OF COLORADO Irty I�nti�,�a�Dn #2Q�&1�1�I� NOTAR BLIC ExomsJanuary ?1,2024 SURVEYOR'S CERTIFICATE 1, ANTHONY K. PEALL DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN 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, • to • 1020 0256:49 � fnun�v eF SeFFe racn QUAIL RUN PLANNED -RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1I4 SECTION 18, TOWNSHIP 3 SOUTH, RANGE BB WEST, 6TH P.M. PROJECT TEAM DEVELOPER Wonderland Homes 5660 Greenwood Plaza Blvd Suite 101-N Greenwood Village, Co 80111 303.567.7636 voice Contact:Kolby O'Herron Email: OHerron@wondedandhomes.com CIVIL ENGINEER Redland 1500 West Canal Court Littleton, Colorado 80120 720.283.6783 voice Contact: Travis Frazier, P.E. Email: tfrazler(§redland.com ARCHITECT DTJ Design 3101 Iris Avenue, Suite 130 Boulder, Co 80301 303.443.7533 voice Contact: David Williams Email: dwilliams@d§design.com LANDSCAPE ARCHITECT Redland 1500 West Canal Court Littleton, Colorado 80120 720.283.6783 voice Contact: Susan Wade Email:swade@rediand.com SURVEYOR Aztec Consultants, Inc 300 East Mineral Avenue, Suite 1 Littleton, Colorado 80122 720.836.6111 voice Contact: Don Husley, PLS Email: dhulsey@aztecconsuitants.com CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ALLOWED USES ACCURATELY REPRESENTS SAID SURVEY. - • l� v SIGNATURE 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 P.M. ON THE tQ!�AY OF 3WMA10 20= AA., IN BOOK , PAGE , RECEPTION NO. 1010004 1515 P. s;&0t*n JEFFERSO OUNTY CLERK AND RECORDER ,,,,,rj, '. SEAL BY; DEPUTY '"I OIiP►04.`. PLANNING COMMISSION CERTIFICATION APPROVED THIS 4L DAY OF r,20-1 BY THE WHEAT RIDGE PLANNING COMMISSION. yam' y- CH PERSON FAL INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE ?.2. ACCESSORY USES 2.2.1. HOME OCCUPATION 2.2,2. HOUSEHOLD PETS JASI-PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, kNITARY SEWER AND WATER SUPPLY FACILITIES. TACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. 1 AND BOAT STORAGE ARE NOT ALLOWED, CITY CERTIFICATION APPROVED THIS _-6- DAY OF 20ONP BY THE CITY OF WHEAT RIDGE. ATTEST Drell CITY CLERK MAYOR P. MMUNITY DEVELOPMENT IRECTOR VICINITY MAP 1" r 2000r SITE DATA TABU EXISTING LAND USE REQUIRED AGRICULTURAL PARKING PROPOSED LAND USE SDP -2 RESIDENTIAL 23 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS GARAGE 42 1.12 SINGLE FAMILY DETACHED RESIDENTIAL UNITS AREA jW MIH PL 0.1145 4,988 J� LOT 2 0.104 4,510 W lar NP 4,516 a LOT 4 0.104 4,521. pp LOT 5 0.104 4,527 a W sam DR W 55TH w. 0.104 w sarH CSR ►. W 54TH V W 34TH DR 0.104 3�7�! AVE H 0.112 SITE u " x W33RD E g9 0.198 8,621 a IAT 10 - 7.809 T�S�C�1 1V 44THAVE�� LOT 11 0.127 5,S38 LQT 12 N 5,536 LOT 13 N W 45TH AVE 4 ti I 5,534 CO D 38 LOT 14 0.127 5 533 SINGLE FAMILY DETACHED RESIDENTIAL AREA TOTAL SFD 1.73S 75,587 28&99b SINGLE FAMI LY ATTACH ED RESI DENTIAL AREA 1.455 63,380 RESIDENTIAL AREA TOTAL OF LOTS L455 63,380 74.295 TRACT (LANDSCAPING) 0.081 3,523 TRACT 8 LANDSCAPING 0.147 VICINITY MAP 1" r 2000r SITE DATA TABU EXISTING LAND USE REQUIRED AGRICULTURAL PARKING PROPOSED LAND USE SDP -2 RESIDENTIAL 23 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS GARAGE 42 1.12 SINGLE FAMILY DETACHED RESIDENTIAL UNITS AREA 14 AREA (ACRES/SFj COVERAGE LOT 1 0.1145 4,988 J� LOT 2 0.104 4,510 W LOT 3 0.104 4,516 a LOT 4 0.104 4,521. pp LOT 5 0.104 4,527 a LOT 6 0.104 4,532 LOT 7 0.104 4,537 LAT 8 0.112 4,895 LOT 9 0.198 8,621 IAT 10 0.179 7.809 LOT 11 0.127 5,S38 LQT 12 0.127 5,536 LOT 13 0.127 5,534 LOT 14 0.127 5 533 SINGLE FAMILY DETACHED RESIDENTIAL AREA TOTAL SFD 1.73S 75,587 28&99b SINGLE FAMI LY ATTACH ED RESI DENTIAL AREA 1.455 63,380 RESIDENTIAL AREA TOTAL OF LOTS L455 63,380 74.295 TRACT (LANDSCAPING) 0.081 3,523 TRACT 8 LANDSCAPING 0.147 6,390 TRiACTC (LANDSCAPING) 0,036 1,567 TRACT D DETENTION AND DRAINAGE 0.503 21.,921 TRACT F LANDSCAPI NG 0.050 2,181 SU B TOTAL OPENSPACE / DETENTION fTOTAL OF TRACT) 0.817 35,582 13.60A TRACT E (ACCESS, UTI U11 ES AND DRAINAGE 0.449 19,574 SUBTOTAL TOTAL OF TRA 0.449 19,574 7.5% RIGHT -OF WAY 1.555 57,726 SUB -TOTAL OF RtGHT OF WAY 1.555 67,726 25.9% TOTAL NET DENSITY (DWELLING LIN IT$ PER ACRE OF SF LOTS) 6A11 261,$49 17.6 100.0A GROSS DENSITY DWELLING UNITS PER ACRE 9.3 LEGAL DESCRIPTION A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STAT OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST -QF THE 6TH PRINCIPAL MERIDIAN; THENCE SOUTH 45031'44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 89037'29" EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY; THENCE SOUTH 00°12'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; i THENCE SOUTH 89032'53" WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL. OF LAND RECORDED AT RECEPTION NO.2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; i THENCE NORTH 00°16`48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL; i THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 149.24 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 160.00 FEET; THENCE SOUTH $9°32'53" WE5T, A DISTANCE OF 273.50 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 19.63 FEET; I; THENCE SOUTH 89032153" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16; i THENCE NORTH 00°15'41" WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING, i CONTAINING AN AREA OF 6.011 ACRES, (261,849 SQUARE FEET), MORE OR LESS. i . i DEVELOPMENT CHARACTER i THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE ! CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. HOMES WILL. VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITYIPUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES. CASE HISTORY CASE # WZ-17-11 CASE # WZ-18-13 CASE # WS -18-01 Know What's be I ow. Cal I before you dig. INDEX OF SHEETS REQUIRED PROPOSED PARKING COVER SHEET SDP -2 STREET 23 28 GARAGE 11.2 1.12 TOTAL 135 140 LEGAL DESCRIPTION A PARCEL OF LAND BEING SITUATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STAT OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST -QF THE 6TH PRINCIPAL MERIDIAN; THENCE SOUTH 45031'44" EAST, A DISTANCE OF 1872.93 FEET TO THE NORTHWEST CORNER, OF THE SOUTHEAST QUARTER, OF THE NORTHWEST QUARTER OF SAID SECTION 16 ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 89037'29" EAST, A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF SKYLINE ESTATES FILING NO. 2 AS RECORDED IN BOOK 172 AT PAGE 60 OF SAID JEFFERSON COUNTY; THENCE SOUTH 00°12'57" EAST, A DISTANCE OF 937.22 FEET ALONG THE WESTERLY BOUNDARY OF SAID SKYLINE ESTATES TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION RECORDED AT RECEPTION NO. 2015098618 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; i THENCE SOUTH 89032'53" WEST, A DISTANCE OF 7.69 FEET TO THE SOUTHEAST CORNER OF A PARCEL. OF LAND RECORDED AT RECEPTION NO.2008052592 OF THE RECORDS OF THE CLERK AND RECORDER OF SAID JEFFERSON COUNTY; i THENCE NORTH 00°16`48" WEST, A DISTANCE OF 277.98 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL; i THENCE SOUTH 89°32'53" WEST, A DISTANCE OF 149.24 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 160.00 FEET; THENCE SOUTH $9°32'53" WE5T, A DISTANCE OF 273.50 FEET; THENCE NORTH 00°15'01" WEST, A DISTANCE OF 19.63 FEET; I; THENCE SOUTH 89032153" WEST, A DISTANCE OF 40.00 FEET TO A POINT ON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16; i THENCE NORTH 00°15'41" WEST, A DISTANCE OF 480.24 FEET ALONG THE WESTERLY LINE OF SAID NORTHWEST QUARTER, SECTION 16 TO THE POINT OF BEGINNING, i CONTAINING AN AREA OF 6.011 ACRES, (261,849 SQUARE FEET), MORE OR LESS. i . i DEVELOPMENT CHARACTER i THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE ! CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. HOMES WILL. VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITYIPUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES. CASE HISTORY CASE # WZ-17-11 CASE # WZ-18-13 CASE # WS -18-01 Know What's be I ow. Cal I before you dig. INDEX OF SHEETS SHEET NO. DESCRIPTION S.DP-1 COVER SHEET SDP -2 SITE PLAN SDP -3 SITE PLAN DETAILS SDP -4 COMMON AREA Z LANDSCAPE PLAN SDP -5 COMMON AREA v LANDSCAPE PLAN J� COMMON AREA, SDP -6 SFD & SFA. W LANDSCAPE PLAN SDP -7.1 SF DETACHED a ELEVATIONS SDP -8.1 - 8.3 SF ATTACHED pp ELEVATIONS SDP -8.4 - 8.5 ENHANCED a ELEVATIONS BENCHMARK: NGS "Q 165", PID: KKO639, ELEVATION = 5403.59 (NAVD 88 DATUM) PREPARED BY: REDLAND DATE: 10.18.19 DT] DESIGN E Atj Wka . s� W rte..... IIsm p Z 0 0 a d P N co �r Iii m n _ Z W o Z Fn IL D v �d J� ZW > .... D Ce W g a d C7 �pp pp ara p a Z 0 0 a d P N co �r Iii m n _ Z W ? Z Fn IL D a CO) J� ZW > .... D Ce W QL) G d C7 �pp pp ara p a U) SHEET OVER SHEET SDP -1 0 Z 0 �. _ Z W ? Z Fn IL D a CO) J� ZW > .... D Ce W QL) 0(1) mom U, W a U) SHEET OVER SHEET SDP -1 0 135 GENERALNOTES 1. TRACT A AND B SHALL BE FOR LANDSCAPING AND WILL BE OWNED AND MAINTAINED 13Y THE HOA. 2. TRACT E IS FOR PRIVATE ALLEY IMPROVEMENTS AND ACCESS AND SHALL BE OWNED AND MAINTAINED BY THE HOA. 3. TRACT D SHALL BE FOR DRAINAGE AND CONTAIN A DRAINAGE EASEMENT FOR DETENTION AND WATER QUALITY POND. THE TRACT WILL BE OWNED AND MAINTAINED BY THE HOA. 4. REFER TO LANDSCAPE PLANS FOR FENCE LOCATIONS. 5. FIRE HYDRANTS SHALL BE INSTALLED AND MADE OPERATIONAL TO PROVIDE THE MINIMUM REQUIRED FIRE- FLOW PRIOR TO COMMENCING CONSTRUCTION ABOVE GRADE MATCHLINE SEE BELOW RIGHT 46' ROW REC.#2019086375 {WITHIN THE CITY OF ARVADA} I� f I I ROW REC.#2019086375 i {WITHIN THE CITY OF ARVADA} l l W Uj cn J n 8'CROSSPAN /-R25' QUAIL RUN -PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 114 SECTION 18, TOWNSHIP 3 SOUTH, RANGE fig WEST, 6TH P.M. CITY OFARVADA TRACT O SI n11VEESTA7FS Iris 54THA VENUE 6 BIKE LANE F1LI1VG1V0 1 1 (RIGHT OF WA Y VARIES) - I1 4.. IN N89'377VE 471.14' 55.5[]= 50.40' 50.00' 50.00' 50.00' 50,00' 50.00' 50.00, 59.14' 8' U.E. ..___ �... ____.. .......... CI FOFO CITY F_ SK TRACTA ETBAC . ......... ADA RAMP (CRI) (TYP) I I:::::: 8' U.E. o �, a a c0 1 .� 2 ix 3 to 4 5 w 6 7 co $ m 9 6.5' R.O.W. Fav k 4,9881 SF q 4,510± SF rn y cD c p x 1sT I I 4,5951 SF I 4,521± SF I 4,527* SF I 4,532± 5F 4,537± SF 4,885* SF �r 8,fi21* SF DEDICATION PER PIAT TYPE 2[ _ kTYPE ,� 4' CRpSSPAN TYPE 2 CONCRETE CURB RAM MODIFIEDTYPE3 CURB RAMP DWY. ENTRANCE CURB RAMP CURB RAMP S' U.E. L -L CDOT TYPE 3 (TYP} :I 48.00 T - 50.60' 50.00' �" 50.00'-" 50.00' _ 50.0©' 50.00' I I LOT 16 i .. � �J R15 rrrr , ....... .--...- 8 WIDE ON -STREET 'IYf~?-1.:- 15.[30 k .11.78'::.:::..:_��.• :....:..:...:...:...:..w�..:.:: TYPE 3 PARK 41f 8 .�1�ll... - ING 1 : -- 0 .. - . ......... . �.., R---c,...:.� . CURB RAMP ,: �:. .... w R10.......... :: _ .._ W. 53RD DRIVE..,. : - R45':::... WID N :..,R15`:::: :..... ..........: "... ................... 8 E D -STREET R15' I �.:- d PARKING N 1 - T . :• R 0 t: 6 56.5 ' 37,41' 18.25' 18.29' 32.45' 32.45' 18.29' 18.29' 87.46' LOT 15 46 ROW BY 58.00 i I w ": i i I SEPARATE DOCUMENT . � c>a cn C91 1 V I i � s3a* sF � � RE 1 7 c #�20 90309$ 4 02 ca q (WITHIN THE } :. ;:: + , " . , _ 58 00 11 12 13 14 15 16 17 18 ::: CITY OF ARVADA a.. _ �,• } 2 2,1331 SF 1,0521 1,052± 1,868± SF 1,886± SF 1,05?.± 1,057# 2,154* SF I r� 10 1,177* SF SF SF SF SF ::::_ : •:. • ..-: �� w 7,8f19* SF k 5$.00' 15.71' ::: R25 :..: I i EX 8 UTILITY "• ` 27.47` "18.29' 18.29' 32.45' 32.45' 18.29' 18.29' 37.46' 1. - k tl0 ESMT. '� R10 • a • " 21.$9' W ;: 1,061± SF �°0, 12•.. ; :. r? 58.00' � � � � � TRACT E " nz LOT 74 CITY OF.AI�VADA = 12 19,574* SF ' 1,1771sF � •�; �R10': .. ..... :::::::::::::. •� 27.47' 18.29' 18.29' 32.45' 32.45' 18.29' 18.29' 37.46'. -104.50' I 15.71' tlT c]T L]T 071 Cn CST t CONCRETE w 30A. m �'�' `b'_' -`p'i DWY. ENTRANCE EX24' I 4 1,9471 SF ` .. 19 20 21 22 23 24 25 �' CDflT TYPE 3 (TYPj c DRAINAGE ES119T. :I L-58.00`15' = 2,133fisF 1,052* 1,0521 1,866±SF I1,856tSF 1,052± 1,0521 26 11 15. ,•,•, ... « . « .. SF SF SF SF 2,154± SF 5,538± SF $` lJ, E o r •'+'«'+�+ II �y +'+'+'+'+'+'+' , , , , e r , -. L'.'.'.. 0: LOT 13 •«•.•«• 37.47 18.29 18.29 32.45 32.45 18.29 18.29 37.46- .......... 13'g '•':._.�:.'.: . . 104.47' + «« ++.. +. . +++ r r 12.5 R.D.W. , , <`TRACT A ...a�'. + . ,°+•+ •,_,•`•`= TRACT B'<+..�•+. co o DEDICATION PER PLAT a.i �l�[�SCAF ARTA• `�' ,•,•,_`.,�,_;<* +•.LFW�SGAPE Ai2FA .d - +�:•:•::°«•:•.': TYPE 2 .15 V • _ 3,623± SF Cil G7 r'r'• .'r'r a •.4: 6,3901 SF « w.. + +'+'+'+'+'.'«-g STREET LIGHT (TYP) ' CURB RAMP '. < ' , d . « .....:' ''s. 4 . SETBACK' w 12 k w •'+' - + ` 37.47' 18.29' 18,29' 32.45' 32.46' 18.29' 18.29' 37.46'y c, c U1 * *'• 5,5381 SF v 1 �..:..p� +]T CST Cil CJ] CA I l k �' w' .�► + ; •. . < . .� .a 68,00' . F 4 u, � _ N' 30' DENVER n�* < v 32 �'.' c? 28 27 1' `904.44' N rn 6 1,082± - 1,a5zt k ►a I LOT 12 WATER EASEMENT c� 1,5421 SF �1 33 SF 31 3p 2g SF 2,154± SF (BY SEPARATE DOCUMENT) .::::::::::::: 58.00' ~ :• ctrl CIT 1,052± V 1,866* 1,886±SF 1,052± : :}•`. ::.. jj n1 {WITHIN THE a 34 °? SF v SF SF '':': n7 7 N :. 2,133± SF - CITY OF WHEAT RIDGE) p c to 13 Ln .� k 1,177* SF 27.47' 18.29' 18.29` 32.45' 32.46' 18;29` 18.29' 37.46' 1:0:::::: p j w 1 c°- 58.±30, R10'. V � 1 `�' N ` 12' v_ 6' U.E. 5,5341 SF y Y= $ 15.79' TRACT N9 '15 0'1 'W 48i1.a4 p, 1,061± SF ;" N ; ° 1s,5�4� s C] 58.±10' 2 �' ...;. -104.40' 8 WIDE ON -STREET ::::::i:;:::::: _:_ Ria PARKING1779* 9 0 "d 27.47' 18.29' 18.29' Y32.45' 32.46' '18,29' 18.29' 37.46` 1,177* 5F Iv W s B.Do' � 15.7I 9 a 0 M tn 0 i .. - I LOT11 SETBACK (TYP} SETBACK 7(Typ) i a cc as L4 b) : • : 53' R.O.W. w I w 4' CROSSPAN �+? cn co y c w ...-- 14, ado `26.5'.......:'26.5',• c 0 w 35 36 37 38 39 40 49 42 5,5331 SF � TYPE 3 _ ' '' p0 D cii 2,158± 5F 1,062± 1,061± 1,88Ut SF 9,8771 SF 1,0561 1,055± 2,156* SF .� k i CURB RAMP +` rn 2,248± SF SF SF SF SF ;- nl 38 : _.... •-104.37' C] 5$.030' - 37.47` _ 18.29' 1$.29' 32.45' 32.46' 18.29r18.29' 37.46' Z �• 8 CROSSPAN � •� 8 U.E. =�•R15 . :. R15 �::: p .�:.. •. - .25.5 ..:.: : .: .LOT 10 ....... ..::.: ........ .. . �..:. _..�._..:.:: :...::..:: ; ; - .:. .: W PROPO N R1 0 SED WALL 1 .5 5 W. 53RD !n PLACE :::::::::::::::::::::: •:.�:::� J S89?32'53'W 40.00' - .--�--'--."� - -. TYPE i B, e r 11 a :: CURB RAMP k W EXISTING RDW R15 N89 32 53 E 273.50 5.75' r TO REMAIN k MODIFIED TYPE 3 8' WIDE OWSTREET CURB RAMP PARKING k TRACT C 1,567± SF k LOTS PROPOSED WALL 5352 QUAIL ST I 53' R.O.rWc.:: TRACT D k Q F H 1 26.5'.'--: 26.5' y' N0 '15 0' W '19.63 STREET LIGHT (TYP) WHEATRIDGE CO 43 DETENTION POND 333 JOEL L LUBKE•R {NOT A PART OF SDP} I ? 21,921* SF # DAWNR LUSKER 43,7fi0± SF 38 .: N0°15'01 "W 160.00' I .I . I I .. . 15'EXISTINGROW k TO REMAIN 1 LOTS 10' TEMPORARY GRADING AND CONSTRUCTION EX. 40'R.0 W. EASEMENT :_: ' (BY SEPARATE DOCUMENT)' 46' ROW REC. NO. 572675, P. 15 REC.#2019086375 20' (WITHIN THE I I - _] CITY OF ARVADA} S89032153"W 1 6'48"W 277.98' k � 5332 4UAIL ST k LOT 7 WHEATRIDGECO TRACT F CHRIS TOPHERB STRICKLER 2,181 SF MATCHLINE MATCHLINE SEE ABOVE LEFT SEE ABOVE RIGHT EXISTING LEGEND PROPERTY LINE ... .._ R.O.W. ------•------- LOT LINE -- --- - EASEMENT EDGE OF PAVEMENT CURB AND GUTTER " x_ " FENCE PROPOSED LEGEND PROPERTY LINE R.O.W. LOT LINE SETBACK --- - ---- - - - EASEMENT CURB AND GUTTER IASP HALT PAVEMENT CONCRETE PAVEMENT a CONCRETE SIDEWALK LANDSCAPE AREA 1 I MATCHLINE SEE BELOW LEFT Know what's below. Call before you dig. Z SCALE: 1" W 40' DTJ DESIGN ■ .*inmm am bft A.r.,.l slob* no r alau�aael4 8 r M�J47W8 _ LLI cl 0 ,L7 1 k LOT6 w m co TRACT F m ww_ w a� 2,181± SF Jo N N N k N o a � c rrlrr A 90 CL C C w �Np pGppp ~ LOT5 m k R1 4 W W ` -4 k N tv LOT4 j W I W 00 k Lora k S89'32'53" V11 7.69' k � i k LOT2 i ' Know what's below. Call before you dig. Z SCALE: 1" W 40' DTJ DESIGN ■ .*inmm am bft A.r.,.l slob* no r alau�aael4 8 r M�J47W8 ��K�i=Goy M in M in M Vj iA N u] fJ} ¢ CIS z v 0 d _ LLI cl 0 ,L7 o A. w m co eaao ��K�i=Goy M in M in M Vj iA N u] fJ} ¢ CIS z v 0 d _ N M of ,L7 W A. m co eaao m ww_ w a� N Jo N N N CV N 0 a 0 c rrlrr 90 CL C C �Np pGppp ��j SHEET SITE PLAN SDP -2 H z 5 CL Z � � Z W m G (L 00m% Z) D CL N Jo z W(1) W J 0 a 0 c rrlrr W CL SHEET SITE PLAN SDP -2 H ?.0100041 & UTILITY ESMT. PROPERTY LINE (TYP-) 50' MIN. 50' MIN. 50' MIN. (TYP.) 15' SETBACK TYPICAL SINGLE FAMILY DETACHED RESIDENCE LOT LINE (TYP.) 181 T-:: 18, 10' SETBACK 16' TYP 10'SETBACK 10' SETBACK - a a q- 26.5' CL TO ROW R.O.W. 5' ATTACHED WALK 6' UTILITY DRIVEWAY CUT (TYP.) ESMT. (TYP.) SINGLE FAMILY DETACHED LUT SCHEMATIC 1"=20' QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO ROW J I t--� ALLEY 1 ' 30' UTILITY ESMT. 10'SETBACK 5' ATTACHED WALK LOT LINE 10'SETBACK TYPICAL SINGLE FAMILY ATTACHED RESIDENCE 10119111►1:4 I [T 5' SETBACK 57.5' i i ' MIN. - - 24' I I I SINGLE FAMILY ATTACHED LOT SCHEMATIC W C7 i ¢� 00 U U 65 R.O.W. 46' ACCESS ESMT I ROW 0,5} f 2.5' 2' 3.5 �-----9 3' 5' 2/ 21 6" VERTICAL CURB 6" VERTICAL C&G (TYPE 2) WI 2' PAN W/ SIDEWALK QUAIL STREET Uj FULL SECTION o W/O PARKING ¢ 1 NORTH OF 53RD AVENUE Q 00 48' [3 U 12.5' -� ACCESS ESMT I ROW R.O.W. 3.5' 2.5' 2' 13' 13' _ 3' 2% 2% 90A j 2010 6" VERTICAL CURB 6" VERTICAL C&G (TYPE 2) WI 2' PAN WI SIDEWALK QUAIL STREET FULL SECTION WI PARKING BOTH SIDES NORTH OF 53RD AYE A PART OF THE NW 114 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. W E7 D D ¢ �.._.. -53' R.O.W. 00 6.5' r2'- 2.5' 2.5' 2' i U U R.O.W.5' 6' 11' 11' 6' S' 46' ACCESS ESMT ! ROW 0.5' 2% 2 i 2.5' 2' i 13' 13' S' 31 6" VERTICAL C&G (TYPE 2) 2°/0 2% W[SIDEWALK PIERSON COURT & 53RD DRIVE 6" VERTICAL C&G (TYPE 2)_T1 TYPICAL LOCAL SECTION W/ SIDEWALK -- ------ QUAIL STREET INTERIM SECTION #1 WTO PARKING LU 42' R.O.W. D �- --15.5' 26.5' -----i i 2' 2.5' T 2.5' 2' ¢ . 11 116 5 00 2% T-10 T� 46' U U ACCESS ESMT'! ROW 0.5' 12.5'R.O.W.---1 6" VERTICAL. C&G (TYPE 2) 2.5' i 2' W/ SIDEWALK 13' 13' 6' 5' 76mVERTICAL C&G (TYPE 2) WO/ SIDEWALK 29 53RD PLACE INTERIM TYPICAL LOCAL SECTION 6" VERTICAL C&G (TYPE 2) LANDSCAPE AREA SIDEWALK QUAIL STREET INTERIM SECTION #2 W W/ DETACHED WALK z 24' TRACT AND W/O PARKING (ACCESS AND UTILITIES)� Uj tW7 12' 12' ❑ 2� Ta 7 a 24" ALLEY 0 0 46' ACCESS ESMTI ROW 31 12.5' R.O.W. 3� 2.5' 2p W LU 13' 13' ' 6 S 30' TRACT (ACCESS AN�+D UTILITIES) � 2% a. , a f � � 0 15 Is - CL a a 2% 2% 6" VERTICAL C&G (TYPE2) W/ SIDEWALK 3t1' ALLEY QUAIL STREET INTERIM SECTION #3 W1 PARKING QUAIL STREET INTERIM SECTION KEY MAP z IA, 1" = 40' __T_ DEVELOPMENT STANDARDS: 1. USE AREAS: i. USE AREA "A" IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. fl. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES. 2. MAXIMUM HEIGHT: 35 FEET 3. SFD MINIMUM LOT AREA: 4,500 SQUARE FEET 4. SFD MINIMUM LOT WIDTH: 50 FEET 5. SFD MAXIMUM BUILDING COVERAGE: 60% 6. SFD MAXIMUM DENSITY: 14 UNITS T. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 3-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1- 10) 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) I. SINGLE FAMILY DETACHED: a. FRONT SETBACK =10' b. FRONT SETBACKS SHALL STAGGER A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK = 15' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH= 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. i1. SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10' Is. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 9. PARKING I. OFF-STREET PARKING: ALL. HOMES WILL HAVE TWO -CAR GARAGES. ll. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 9. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF=STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: I. SFA MINIMUM OPEN SPACE: 30% fl. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502'. LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. EXTERIOR LIGHTING: ALL LIGHTING SHALT. BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. I. MAXIMUM NUMBER: 1 il. MAXIMUM SIGN AREA: 36 S.F. Iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) iv. MAXIMUM HEIGHT: 5'. 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN 1. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. Iii. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. Know what's below. Call before you dig. DTj DESIGN ■ min %%M am bb ►wv,.,.. sl.a. in A.dwr. cawq& ft m T ,c ao ca yr a v m a 4W w V w (U ep- � LU KKi=�Ga� z z D a©©©a©me ao m yr LU m ao w QN ep- � LU LU 0 z r � r LU v a 01 i tc�+l C W J a Q KKi=�Ga� z z D a©©©a©me SHEET SITE PLAN DETAILS SDP-3- Lj W -J ao m yr m m ao w QN ep- o M pr pr N r � r c �CyV WU) > "111411100 tc�+l C W J c0 Q c LLM U W co SHEET SITE PLAN DETAILS SDP-3- Lj W -J z za V, F ... z W CL _ CL c Z WU) > "111411100 W J � Q c LLM U W co SHEET SITE PLAN DETAILS SDP-3- Lj W -J 101000 DETENTION BASIN SEED MIX BOTANICAL NAME COMMON NAME Lymus arenarius BLUE LYME GRASS Panicum virgatum DALLAS BLUES SWITCH GRASS Andropogon gerardii BIG BLUESTEM Pascopyrum smithii WESTERN WHEAT GRASS Schixachyrium scopadum LITTLE BLUESTEM QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RID GE, COLORADO A PART OF THE NW 1l4 SECTION ifi, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. LANDSCAPE AREA TABLE TOTAL. LAT AREA TOTAL LANDSCAPED AREA OF LIVING AREA OF NON -LIVING HEIGHT AREA VEGETATION VEGETATION 262,669 SF 15.03 AC 32,285 SF 1.74 AC 27,119 SF 5,166 SF W. 54TH AVENUE .. w .. •. w w a. .� ,� x.� v »• •x.� e � .. � ,v .� v: •r w r .v w- w w � �.. ••-.:=.....�,�� - .,.-..-r..r.,...-.sem ® �'�•-�� CITY OF ARVADA .? � , w' � w o• ••,s• .�. ,• +� �� .�a. c a• •y ' k � E k I 1 2 3 4 5 $ 7 8 9 t y � i m W. 53RD DRIVE---Aq f saw_ -i _T_ SHEET R 4. Ir . I- 1 SDP -5 a l 2 11 12 13 14 j 15 16 17 18 10 ;- 3 I TRACT E I -- , 4 ~ I W i 19 20 21li 22 23 24 25 1 26 11 Lij D 0111 • ..'�r'.�T,��.4rar�r ". .xr+,��y�•"��• R. ti v .,-p :' ,ti. y Lu ,..•• ll 12 I p< 0 U J OVERALL PLANT SCHEDULE SYMBOL 1COMMON NAME BOTANICAL NAME QTY. SIZE HEIGHT WIDTH DECIDUOUS TREES RIBIS ALPI NUM'GREEN MOUND' 58 #5 3' 3' SSK BPJ PARKLAND PILLAR BIRCH BETULA PLATYPHYLLA'JEFPARK' 4 2" CAL 40' 6-8' ROA NORTHERN RED OAK QUERCUS RUBRA 6 2" CAL 50' 30' YEL AMERICAN YELLOWWOOD CLADRASTIS KENTUKEA 3 2" CAL 40' 40` CAL WESTERN CATALPA CATALPA SPECIOSA 3 2" CAL 50' 30' HAC IWESTERN HACKBERRY CELIS OCCIDENTALIS 3 2" CAL 60' 40' TOTAL- 19 ORNAMENTAL TREES AUT AUTUMN BLAZE PEAR PYRUS CALiERYANA'AUTUMN BLAZE' 14 2" CAL 30-35' 15` RHT RUSSIAN HAWTHORN CRA7AEGUS AMBIGUA 4 6' CLUMP 95' 15' TOTAL: 18 EVERGREEN TREES BSP BAKERI SPRUCE PICFA PUNGENS'BAKERI' 2 V 18-20 8-9' TOTAL: 2 DECIDUOUS SHRUBS AVG BLUE AVENA GRASS HELICTOTRICHON SEMPERVIRENS 29 #5 2-3' 2-.3' HMS HEAVY METAL SWITCH GRASS PAN'ICUM VIRGATUM'HEAVY METAL' 1 98 #5 34 18" 13 {383 LF/30}, GMC GREEN MOUND CURRANT RIBIS ALPI NUM'GREEN MOUND' 58 #5 3' 3' SSK SASKATOON SERVICESERRY AMELANCHIER ALNIFOLIA 11 #5 10-15' 1U WSC WESTERN SAND CHERRY PRUiNUS BESSEYI 19 #5 V S' GLS GRO-LOW FRAGRANT SUMAC RHUS AROMATICA'GRO-LOW 53 r #5 3' 6-7 SYP IMISSKIMULAC ISYRINGA PATULA'MISS KIM' 8 #5 15' 5' TOTAL: 149 EVERGREEN SHRUBS BCJ 113LUE CHIP JUNIPER 1i LIN IPERUS HORIZONTAL!S'BLUE CHIP' 49 #5 1 &i2" 6-8' TOTAL: 49 ORNAMENTAL GRASSES AVG BLUE AVENA GRASS HELICTOTRICHON SEMPERVIRENS 29 #5 2-3' 2-.3' HMS HEAVY METAL SWITCH GRASS PAN'ICUM VIRGATUM'HEAVY METAL' 1 98 #5 34 18" TOTAL' 127 PERENNIALS .- REQUIRED PROVIDED QUAIL STREET STREET TREES 13 {383 LF/30}, PER VIBRANT DOME ASTER ASTER NOVAE -AN GLI EA'VIBRANT DOME' 45 #1 18-24" 18-24" PER MAGNUS CONEFLOWER ECHINACEA PURPUREA'MAGNUS' 45 #1 2-3' 18-24" PER MOONBEAM COREOPSIS COREOPSIS VERTICILLATA'MOONBEAM' 45 #1 18-24" 12-18" PER LITTLETRUDYCATMINT NEPATA'PSFIKE' 45 #1 18-24" 24 LANDSCAPE NOTES AND MATERIAL SPECIFICATIONS 1. ORGANIC SOIL AMENDMENTS: TILL FOUR (4) CUBIC YARDS OF ORGANIC SOIL AMENDMENT, TO A DEPTH OF SIX (6) INCHES, FOR EACH 1,000 SQUARE FEET OF SOIL PREPARATION IN ALL LANDSCAPE AREAS, INCLUDING ALL TURF, NATIVE SEED, TREE, SHRUB PLANTING BEDS IN THEIR ENTIRETY, ANNUAL., VINE, AND GROUNDCOVER AREAS (IF APPLICABLE), AS WELL AS ALL TREE LAWNS AND RIGHT-OF-WAYS ADJACENT TO THE PROPERTY. THE ORGANIC SOIL AMENDMENT SHALL BE A CLASS I OR 11 COMPOST THAT MEETS THE U.S. COMPOSTING COUNCIL'S TESTING REQUIREMENTS. THE COMPOST MUST BE PRODUCED AT A COMPOSTING FACILITY THAT MEETS U.S. EPA 40 CFR 503.13 REQUIREMENTS (TABLES 1 $13 LEVELS) FOR THE PRODUCTION AND MARKETING OF CLASS A MATERIAL. FOR UNRESTRICTED USE AND DISTRIBUTION, 2. ORGANIC FERTILIZER AND SOIL CONDITIONERS: UTILIZE GRANULAR ENDO} MYCORRHIZAE, BIOSOL FORTE (7-2-1), AND MENEFEE GRANULAR HUMATE, OR APPROVED EQUAL, AS PART OF THE PLANTING PROCESS FOR ALL TREES, SHRUBS, AND SEEDED AREAS. 3. TURF SOD: LONG -'TERM DROUGHT TOLERANT KENTUCKY BLUEGRASS BLEND. RECOMMEND GRAFF'S TREE FARM (GTF) 4 -WAY BLEND, GREEN VALLEY TURF COLORADO BLUETm, OR APPROVED EQUAL. 4. WOOD MULCH: WOOD MULCH WILL BE "CASCADE CEDAR MULCH", A DISTINCTIVE LOOKING WOOD MULCH MEDIUM BROWN IN APPEARANCE WITH A FINE TEXTURED "HAIR-LIKE" LOOT{. THE WOOD FIBERS WILL BE APPROXIMATELY 1 '/7" — 3 14" IN LENGTH AND BE UNIFORM IN APPEARANCE. INSTALL TO A DEPTH (3") INCHES. 5. ROCK MULCH: 1 112" MOUNTAIN RIVER ROCK MULCH OVER WEED BARRIER FABRIC. INSTALL TO A DEPTH OF (3") THREE INCHES WHERE SPECIFIED. 6, COBBLE MULCH: 3"-6" MOUNTAIN GRANITE COBBLE OVER WEED BARRIER FABRIC. 7. LANDSCAPE EDGER: EDGER TO BE 3116"x6" HOT -DIPPED GALVANIZED METAL EDGING WITH AN INTEGRATED HOT -DIPPED GALVANIZED TAPERED METAL STAKING SYSTEM (4 STAKES PER SECTION). COLOR: BLACK B. WEED BARRIER FABRIC: TO BE A NONWOVEN GEOTEXTILE COMPOSED OF POLYPROPYLENE FIBERS. 6. IRRIGATION: A BELOW GROUND FULLY AUTOMATED IRRIGATION SYSTEM WILL BE INSTALLED IN ALL LANDSCAPED AREAS UTILIZING WATERCONSERVING SYSTEMS SUCH AS TRICKLE (DRIP) IRRIGATION TO !NATER ALL SHRUBS AND TREE PLANTINGS. RAIN SENSORS WILL BE USED TO AUTOMATICALLY SHUT DOWN THE IRRIGATION SYSTEM DURING PERIODS OF HIGH MOISTURE. TO MAXIMIZE WATER USE EFFICIENCY, THE IRRIGATION SYSTEM WILL BE DESIGNED WITH A HIGH APPLICATION EFFICIENCY AND WITH. ZONES THAT CORRESPOND TO THE DIFFERING WATER REQUIREMENTS OF PLANTING AREAS. BACKFLOW CONTROL DEVICES SHALL BE LOCATED OR SCREENED SO THAT THEY ARE NOT VISIBLE FROM PUBLIC STREETS OR PARKING LOTS. SPRAY OVER WALKWAYS AND ROADWAYS WILL BE MINIMIZE© FOR PEDESTRIAN COMFORT, SAFETY AND WATER CONSERVATION. 7. THE LANDSCAPED AREAS, INCLUDING ALL ADJACENT RDW LANDSCAPE, WILL BE MAINTAINED BY THE DEVELOPER OR ASSIGNS, 8. DECIDUOUS TREES WILL BE PLANTED A MINIMUM SIX (6) FEET FROM SIDEWALKS AND PLANTING BEDS. EVERGREEN TREES WILL BE PLANTED A MINIMUM 10 FEET FROM SIDEWALKS AND PLANTING BED EDGES. DECIDUOUS TREES WILL BE LOCATED A MINIMUM SIX (6) FEET FROM EDGE OF BUILDINGS; EVERGREEN TREES A MINIMUM OF 10 FEET. SHRUBS WILL BE PLANTED A MINIMUM FOUR (4) FEET FROM SIDEWALKS, PLANTING BED EDGES, EDGE OF BUILDINGS OR ONE-HALF THEIR MATURE WIDTH, WHICHEVER IS GREATER. SPACING FOR. PLANT PLACEMENT WILL BE MEASURED FROMTHE CENTERLINE OF THE PLANT. TOTAL: 180 co ! �I W N STREET FRONTAGE .- REQUIRED PROVIDED QUAIL STREET STREET TREES 13 {383 LF/30}, 4 TOTAL 13 (383 LF/30) 13* * THE ADDITIONAL NINE (9) TREES ARE ACCOUNTED FOR .IN THE FRONT YARD LANDSCAPING OF THE SFA AND SFD UNITS, LANDSCAPE REQUIREMENTS .- REQUIRED PROVIDED •r 33 QD TREES (32,285 SF11,000) 35 SHRUBS 323 (32,285 SF1100) 325 SHRUB REQUIREMENT NOTE: ORNAMENTAL. GRASSES HAVE BEEN UPSIZED TO #5 CONTAINERS TO COUNT TOWARD THE REQUIRED SHRUB COUNT. 6"X6"X9' POST WITH 1" BEVEL 2"x4° RAILS 2"XS" TOP CAP 1 "X4" PICKETS 1"X4" FASCIA PLAN ENLARGEMENT PI"'IVaC SCALE: 112"=1'-0" FRONT ELEVATION Fence DetaI 6"X6"X9' POST WITH 1" BEVEL. 2"X5" TOP CAP 1 "x4" FASCIA 1"X4" PICKETS (3) 2"X4" RAILS; BEHIND (TYP.) FINISH GRADE NOTE: 14" 0 CONCRETE FOOTINGS WITH DEPTH 1/3RD HEIGHT OF FENCE Three Rail Fence Detail SCALE:10=1'4' 6"X6"X6' POST WITH In BEVEL (3) 2"X6"- RAILS; BEHIND (TYP.) FINISH GRADE NOTE: 14"0 CONCRETE FOOTINGS WITH DEPTH 1/3RD HEIGHT OF FENCE ❑ 20 40 80 SCALE: 1"= 40' I� DTJ DESIGN r NJ 77YlOH, bm 7101 rft Ar.r"e., are. 170 7a`YFrr', eaerww aaaee ur 0 C3 Z EL �•� o U w U d SR y co D w N w 0 O 0 0 O 0 w 0 rr u3 .- N cr? •r ns QD r- a Z o tl� z W oa ca m as oo rn �r pp QQ f SSV r N r r r QCY C 7M7A11 Irl ' � t_ w R �. cry+, o 0 o r W Q W o r°I o SHEET O 0 0 O 0 w 0 rr u3 z 5 a Z o tl� z W 0 IL 13 W Z co fir.► w W 7M7A11 V 0 �. G. 0 W Q W 0� SHEET Z LANDSCAPE 2 PLAN 2 ° DP 4 - O 0 0 O 0 w 0 rr u3 100041 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE BB WEST, 6TH P.M. W. 54TH AVENUE PLANT SCHEDULE SYMBOL ICOMMON NAME I dirt'. DECIDUOUS TREES BPJ IPARKLAND PILLAR BIRCH ROA INORTHERN RED OAK TOTAL: ORNAMENTALTREES AUT ICHANTICLEER PEAR'AUTUMN BLAZE' 12 TOTAL: 12 EVERGREEN TREES BSP JBAKERISPRUCE TOTAL 2 DECIDUOUS SHRUBS GMC GREEN MOUND CURRANT �8 GLS GRO-LOW FRAGRANT SUMAC 19 SYP MISS KIM LILAC PERENNIALS TOTAL.: 5 EVERGREEN SHRUBS 5 BCl JBLUECHIPJUNIPER - 45 PER MOONBEAM COREOPSIS 1 J12 PER I LITTLE TRUDY CATMI NT TOTAL.: $2 ORNAMENTAL GRASSES PET WASTE STATION AVG IBLUEAVENAGRASS 19 HMS I HEAVY METAL SWITCH GRASS 8 �.r.. TOTAL 117 PERENNIALS LANDSCAPE EDGER PER VIBRANT DOME ASTER 5 PER MAGNUS CONEFLOWER - 45 PER MOONBEAM COREOPSIS 5 PER I LITTLE TRUDY CATMI NT 45 LEGEND (D (30o 0 DECIDUOUS TREE EVERGREEN TREES DECIDUOUS SHRUBS EVERGREEN SHRUBS ORNAMENTAL_ GRASSES PERENNIALS TURF SOD NATIVE SEED ROCK MULCH COBBLE MULCH WOOD MULCH PERMEABLE PAVERS NOTE: REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS, 0 14 20 40 SCALE: 1"= 20' TOTAL: DTj DESIGN r NJ mum bw ami DU * . , SOW W ftwdonr uu LANDSCAPE EDGER N CONCRETE SIDEWALK ® TRASH RECEPTACLE w BENCH ©� MAIL KIOSK (�Z1 PET WASTE STATION T" PROPOSED SIGN v PROPOSED HYDRANT �.r.. B' PRIVACY FENCE •■•■•■■••■••••• 4'THREE RAIL FENCE PROPERTY LINE NOTE: REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS, 0 14 20 40 SCALE: 1"= 20' TOTAL: DTj DESIGN r NJ mum bw ami DU * . , SOW W ftwdonr uu v .- N v Z .r Ln w CLQ z N 0 Nr Wk v v .- N M .r Ln w f - z N 0 Nr Wk v o v .- N M .r Ln w f - z CL Z N W w Z Ilm o 0a0m.A% W��� D Jp CL z ru > �..r W W aw.. ULLI 6 ❑ cy w...� 8 Z ur J W E.E.i cn w w 3r. -._.-..........___-.-....___------- - ............. .... .... .:.......... ..:. .. .... r..;..-..,...:.,.........-...... ...-.-..-...-_...---._.-. .... ......1.. .. -_.-.. -. z CL Z N W Z Ilm o 0a0m.A% D Jp CL z ru > �..r W W aw.. ULLI 6 ❑ cy w...� 8 Z ur J W E.E.i cn w w 3r. SHEET z LANDSCAPE 2 PLAN 2 a D P -._.-..........___-.-....___------- - ............. .... .... .:.......... ..:. .. .... r..;..-..,...:.,.........-...... ...-.-..-...-_...---._.-. .... ......1.. .. -_.-.. -. LEGEND DECIDUOUS TREE 0 EVERGREEN TREES Q Q DECIDUOUS SHRUBS EVERGREEN 0 SHRUBS ORNAMENTAL GRASSES PERENNIALS TURF SOD NATIVE SEED ROCK MULCH COBBLE MULCH WOOD MULCH PERMEABLE PAVERS QUAIL RUN PLANNED. RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NOTE: REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS. ........ d � 4 A PART OF THE NW 114 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. u a lu ,cu TYPICAL RESIDENTIAL LEGEND SCALE: 1" w 10' �+� SINGLE FAMILY DETACHED: ]DECIDUOUS 0 EVERGREEN Q LARGE Q SMALL- EVERGREEN �� ORNAMENTAL o PERENNIALS - 1 - ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') TREE ice: TREES DECIDUOUS DECIDUOUS SHRUBS GRASSES 7 - SHRUBS (#5) SHRUBS SHRUBS 17 - PERENNIALSIORNAMENTAL GRASSES (#1) TURF SOD ROCK MULCH WOOD MULCH LANDSCAPE EDGER SINGLE FAMILY ATTACHED: 5 - ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') TYPICAL64 - SHRUBS �#6) . RESIDENTIAL LANDSCAPE NOTES: 86 - SHRUBS (# PERENNIALS/ORNAMENTAL GRASSES {#1) 1. PLANT SPECIES WILL BE DETERMINED AT THE TIME OF BUILDING PERMIT. 2. PLANT MATERIAL TO ALIGN WITH THE SPECIES IDENTIFIED IN THE OVERALL PLANT SCHEDULE FOR THE DEVELOPMENT. PLANT SCHEDULE SYMBOL LANDSCAPE EDGER 4 CONCRETE SIDEWALK 0 TRASH RECEPTACLE 00 BENCH C30 MAIL KIOSK G� PET WASTE STATION -r PROPOSED SIGN CAL PROPOSED HYDRANT �.--� B' PRIVACY FENCE •••�■••■■■■•■■• 4'THREE RAIL FENCE M PROPERTY LINE QUAIL RUN PLANNED. RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NOTE: REFER TO LANDSCAPE NOTES AND MATERIALS SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS. ........ d � 4 A PART OF THE NW 114 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. u a lu ,cu TYPICAL RESIDENTIAL LEGEND SCALE: 1" w 10' �+� SINGLE FAMILY DETACHED: ]DECIDUOUS 0 EVERGREEN Q LARGE Q SMALL- EVERGREEN �� ORNAMENTAL o PERENNIALS - 1 - ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') TREE ice: TREES DECIDUOUS DECIDUOUS SHRUBS GRASSES 7 - SHRUBS (#5) SHRUBS SHRUBS 17 - PERENNIALSIORNAMENTAL GRASSES (#1) TURF SOD ROCK MULCH WOOD MULCH LANDSCAPE EDGER SINGLE FAMILY ATTACHED: 5 - ORNAMENTAL TREE (2" CAL) OR DWARF CONIFEROUS TREE (6') TYPICAL64 - SHRUBS �#6) . RESIDENTIAL LANDSCAPE NOTES: 86 - SHRUBS (# PERENNIALS/ORNAMENTAL GRASSES {#1) 1. PLANT SPECIES WILL BE DETERMINED AT THE TIME OF BUILDING PERMIT. 2. PLANT MATERIAL TO ALIGN WITH THE SPECIES IDENTIFIED IN THE OVERALL PLANT SCHEDULE FOR THE DEVELOPMENT. PLANT SCHEDULE SYMBOL I COMMON NAME QTY. DECIDUOUS TREES RDA NORTHERN RED OAK 1 YEL AMERICAN YELLOWWOOD 3 HAC WESTERN HACKBERRY 3 CAL WESTERN CATALPA 3 TOTAL: 10 TOTAL: 5 DECIDUOUS SHRUBS SSK SASKATOON SERVICEBERRY 11 WSC WESTERN SAND CHERRY 19 GLS GRO-LOW FRAGRANT SUMAC 24 TOTAL: 54 TOTAL: 17 SCALE: 1" = 1 SCALE: 1"= 20' r�' DT] DESIGN a WN Imm roc mwkow..,tuft w F 8778{ WOK MIR Z to y W N U3 N z 0 LL Zr LV M 47 rD S� 9Q OG 00 OD w 0 0 a�'� 2co o •�-y �cn{pp� poppp '�' a +-j] 0 a 0 i 0 0 z Z :5 CL Z Lu -0 CL r4 z V M Q m CL Z J V3 J WN Z > `... L p� W Z Q = cy .." L W W ow U) w IX Q SKEET Z LANDSCAPE 2 PLAN aSDP�6 0 a 0 i 0 0 1000 ASPHALT SHINGI r >'.,.- QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1l4 SECTION 18, TOWNSHIP 3 SOUTH, RANGE 89 WEST, 6TH P.M. ['. L7E►1111 Y" C'f If'liw ll'f Pf IYRE"11'1 a ESAtYF+wE 11fr�E►Ii1 ASPHALT SHINGI'" PLAN 1 - CAPE COD - FRONT ELEVATION SCALE: 118" = V-0" NTIAL SIDING PLAN 1 - CAPE COD REQUIRED PROPOSED a MASONRY VENEER w w FRONT ELEVATION 30% CUMULATIVE i 8% ❑ A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. ASPHALT SHINGI'" PLAN 1 - CAPE COD - FRONT ELEVATION SCALE: 118" = V-0" NTIAL SIDING d PLAN 1 - CRAFTSMAN REQUIRED PROPOSED a MASONRY VENEER w w FRONT ELEVATION 30% CUMULATIVE t 11 % ❑ A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS. MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS, MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. d w TREQUIRED PROPOSED a MASONRY VENEER w w FRONT ELEVATION 30% CUMULATIVE 171 % ❑ A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED 2 MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE [ w OF 4' ON EACH SIDE ELEVATION. � z W w > 0 © 0 i� cgsv _ al U)J 0 z WU) > ..00 D DC o g ❑ k k N PLAN 1 - CRAFTSMAN - FRONT ELEVATION SCALE: 1/8"= 1-0" A— AE 'Y [1111►I!'�I i"' Y1i1AC"E►fI'� UNAL SIDING SHINGLE SIDING PLAN 2 - BACKCOUNTRY RANCH - FRONT ELEVATIOP SCALE: 118" = 1'-O" PLAN 2 - BACKCOUNTRY TREQUIRED PROPOSED MASONRY VENEER by w FRONT ELEVATION 30% CUMULATIVE 171 % +.7 ro A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. SHINGLE SIDING PLAN 2 - BACKCOUNTRY RANCH - FRONT ELEVATIOP SCALE: 118" = 1'-O" HORIZONTAL SIDING �l u LL --0 0 ix w I 1 iL ❑ r - _z v o r � 04 PLAN 2 - CAPE COD- FRONT - CAPE FRONT ELEVATION SCALE: 118" = 1'-O" PLAN 2 - CAPE COD REQUIRED PROPOSED MASONRY VENEER by w FRONT ELEVATION 30% CUMULATIVE 8% +.7 ro A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 34% FOR THE. ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. HORIZONTAL SIDING �l u LL --0 0 ix w I 1 iL ❑ r - _z v o r � 04 PLAN 2 - CAPE COD- FRONT - CAPE FRONT ELEVATION SCALE: 118" = 1'-O" HORIZONTAL SIDING PLAN 3 - BACKCOUNTRY REQUIRED PROPOSED MASONRY VENEER by w FRONT ELEVATION 30°k CUMULATIVE t 93% +.7 ro A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALT. WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION, HORIZONTAL SIDING PLAN 3 - BACKCOUNTRY RANCH FRONT ELEVATION 1811 = 11 -On 0TL w1Pr vd—lrr— ^—IL.^. — -1-6— "ell iZON I AL SIDING LL 0 m [, w c� -J ❑ 0 a 0 a. v Q Q PLAN 3 - CRAFTSMAN REQUIRED PROPOSED v by w FRONT ELEVATION30°/° CUMULATIVE 18% +.7 ro A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE w [ OF 4' ON EACH SIDE ELEVATION. � z W m � > M © 0 i� cgsv _ al U)J 0 z WU) > ..00 D DC W g ❑ r k cy C07 U PLAN 3 - BACKCOUNTRY RANCH FRONT ELEVATION 1811 = 11 -On 0TL w1Pr vd—lrr— ^—IL.^. — -1-6— "ell iZON I AL SIDING LL 0 m [, w c� -J ❑ 0 a 0 a. v Q Q PLAN 3 - CRAFTSMAN - FRONT ELEVATION 1/8"= V—V" D'IJ DESIGN pRCxITECTURE PLANNING LAH05CAPE ARCNITECTURS DTJ LE416N, Inc 3101 irlf Arf @, 5u410 130 B.A.w , cm—de 80301 T 303843.7933 F M3A,3,7534 fwr.d! jsesgncen PLAN 3 - CRAFTSMAN REQUIRED PROPOSED MASONRY VENEER by FRONT ELEVATION30°/° CUMULATIVE 18% +.7 ro A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON EACH SIDE ELEVATION. PLAN 3 - CRAFTSMAN - FRONT ELEVATION 1/8"= V—V" D'IJ DESIGN pRCxITECTURE PLANNING LAH05CAPE ARCNITECTURS DTJ LE416N, Inc 3101 irlf Arf @, 5u410 130 B.A.w , cm—de 80301 T 303843.7933 F M3A,3,7534 fwr.d! jsesgncen W SHEEP SF DETACHED ELEVATIONS SDP -7.1 �N�pp pqpp [? by a +.7 ro Z 0 F" � z W m � > M © Irl V, i� cgsv W SHEEP SF DETACHED ELEVATIONS SDP -7.1 �N�pp pqpp [? z Z 0 F" � z W > M © [Lcc _ al U)J 0 z WU) > ..00 D DC W 0 0 cy C07 U W ui q Ilrlrr � W SHEEP SF DETACHED ELEVATIONS SDP -7.1 4" TO WEATHER HORIZONTAL SIDING, PAINT MAIN BODY COLOR d LIE C� LEE Lu J co iLl �Ly LL, Q Z in gro co 4 QUAIL RUN- PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PMT OF THE NW 1l4 SECTION 18, TOWNSHIP 3 SOUTH, RANGE 89 WEST, 6TH P.M. RECTANGULAR STONE VENEER ASPHALT SHINGLE ROOF TYPICAL 4 UNIT BLDG - SIDE ELEVATION SCALE: 1/8"= 1'—D" 4" TO WEATHER HORIZONTAL SIDING, RECTANGULAR STONE PAINT MAIN BODY COLOR VENEER LQ[J Q LiJ LI 9 LL. v! 3:T�T T_VT �n O 9F9 L ^V 0. O ASPHALT SHINGLE ROOF ".... ..... �.... ...,...-,.- _ LL(..."". .. ." ... ._..-. .. .. . ��1�rr ... ... .. .... ... .. .. . .... ... ... ... .. .... ... i. ". . ... ... .... .. ... _"".. .. ...." .. ". "..."." ... ..-......._ ... .. "....... .. O... ." ._ .. ..... ... .. .. .. .. ..."" 1713 w.-�_. Y._.--.._..,.k..y.s.."(-...:".:: i::. ...i'. �:��_-..."_, i•-.v".....c., i ........:..... . . _':i:::r�-..a".._: _��:: ::T�.::::.:i - ..i': •i - �.. 'q. r - s` ':: �.A F 3... i" S.. Y �r TYPICAL 4 UNIT BLDG - SIDE ELEVATION SCALE: 118" =11-0" rTw TYPICAL 4 UNIT BLDG - REAR ELEVATION SCALE: 118" = 1'-0" - s- .......... .. ....- .....- 'r - ILE TYPICAL 4 UNIT BLDG - FRONT ELEVATION SCALE: 1/8" = I1 NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS �� I r �riwrli►� ��, ,1�I, �� �� I ��r 1 � , ""�' ,.Uf/ . / 1. IA : is ; �i:.iJ : [[ iJ � � � [[ [[ [�I : [I [LJ [[ [ r[ �• � -- � � s �/� '� / � �•': r i i �[;i #[ ii :7 [[ tl IL' [I tLl i ; I� � h 1.1 u i E [[ [i [L' -- f K>'141e��:g i t1 IL' [1 [L'I [[ - t : [[/!� �.� ' �-/�I- 1. , s i � i■ � 1. i �Ir� %.• [� .i [.[ • / l..e�L-.I` �� i�/ 1 ■?1 ■ E s i i ■ J/%/J/// l /p-� //.nr r1,:;�/ .i 1 :. kS :�� �•1� n � Ek :r' [E 1 fl I:i G:'.r �. �'� ii 11 k l .; .' rte�[� r�r. _ ��� [[ E k� [[ �� ��;� Ek :�:. [�� EE k i�/:(k.c. FE/.. FF :i�;�i. la�� 1� [[ ii?� it 6 /, l �iI r 11111 >•r, s> [ �.. w �y f�. ��— / / Fa: ■ [ is �./ ,. �. [ /: [ hi Lc rr •rr �... ... .-.... ........ EI •^/ -ter •---'-/ _.� -..f _ ` J-'r'---� - __ ,<.-.....—r.......� ;. //.. �. Ii1� _._ _-.. j� 13 I -��- __ _.r :��� 1:: !E :TF. .rclii laE--//%l.r--� I. i1 .� �� -- F iii: �. �:: 3ii111awl� •� '- -�.� ��.i� i� ..-�. ..� __��__1 �; Il �''"' Ili t _ 7��•� __�`_-� 1 ilAli IIIc i �:�'>Ilwi'.i�l� 1L' ■AM BUILDING AVERAGE 121% PROPOSED PROPOSED FENESTRATION FRONT ELEVATION t 26% LEFT ELEVATION 113% REAR ELEVATION t 33% RIGHT ELEVATION 113% BUILDING AVERAGE 121% PROPOSED MASONRY VENEER FRONT ELEVATION t 40% LEFT ELEVATION t 49% REAR ELEVATION ±27% RIGHT ELEVATION * 54% BUILDING AVERAGE ±41.5% BUILDING AVERAGE 11710 PROPOSED SECONDARY MATERIALS - BOARD & BATTEN SIDING — NIA FRONT ELEVATION NIA LEFT" ELEVATION NIA REAR ELEVATION NIA RIGHT ELEVATION NIA BUILDING AVERAGE 11710 BUILDING AVERAGE t 12% PROPOSED SECONDARY MATERIALS - 6-8" TO WEATHER HORIZONTAL SIDING FRONT ELEVATION t 26.5% LEFT ELEVATION NIA REAR ELEVATION t 21.5% RIGHT ELEVATION NIA BUILDING AVERAGE t 12% BUILDING AVERAGE ±43% ........... I DIJ DESIGN :041TEC'Mft PLANNING �ANWAPE AREMITMTURE DIJ DESIGN, ]nc. 310! 7>•I9 A"—, SWtr 190 8oulyer, Cmaft 80307 T 3W437W3 f 363A487534 wwy!•{��gn.�RM ca v V 4.0 w � ° i a cn O U 4 a. j PROPOSED SECONDARY MATERIALS — ACCENT 4" TO WEATHER HORIZONTAL SIDING FRONT ELEVATION t 32% LEFT ELEVATION 141% REAR ELEVATION t 50% RIGHT ELEVATION t 48% BUILDING AVERAGE ±43% ........... I DIJ DESIGN :041TEC'Mft PLANNING �ANWAPE AREMITMTURE DIJ DESIGN, ]nc. 310! 7>•I9 A"—, SWtr 190 8oulyer, Cmaft 80307 T 3W437W3 f 363A487534 wwy!•{��gn.�RM ca v V 4.0 w � ° i a cn O U 4 a. j SHEET SF ATTACHED ELEVATIONS DP -8.1 0 z zCL D I'm 55 W ® 0 CL .. Z W > ..� GC W ,.j D R o � J U WCL LL! O 4� W SHEET SF ATTACHED ELEVATIONS DP -8.1 0 A � • RECTANGULAR STONE ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING - VENEER C'J W d. w QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 18, TOWNSHIP 3 SOUTH, RANGE 89 WEST, 6TH P.M. 68" TO WEATHER HORIZONTAL SIDING TYPICAL 5 UNIT BLDG - SIDE ELEVATION SCALE: 118" = V-0" n I: .l I•- 8 . I PROPOSED FENESTRATION FRONT ELEVATION 4" TO WEATHER HORIZONTAL. SIDING, LEFT ELEVATION # 11% RECTANGULAR STONE ASPHALT SHINGLE ROOF BOARD & BATTEN SIDING PAINT ACCENT COLOR i±13% VENEER Z W fl W rdW v cj) � I!J LV L J a 0 g LL.cy ..I.I D o UJI - o ra - 1 ut F_ T = — i- i _ 00 1 fir,- o J I3. I m _ p g� - �...� �r V..�.,CSC„-..:�.�•..a.Y.od--.:.-..yip. ._3 ���..'�s.�:. �.;f....i-f..�h--:^-3itl�w•--�.� _ ^zy..•,.y..r� . ...-.. .�.- - '....„ - - 'ice.•- �z a r ..,..t r, �_-"�'-�'��., .�' _�-._�.: �' _ _`�: ---•"- ._:�.�' � '" .� it -'' . .-_.:-`z= .V..w - f •-w.,..-:. _ _ rte_ .-k -" _ . ': zoF.�...-.. .. .� ..�..-. -..' - ......`. _ ,_.. �. _... ....,..• mow.. -... ,_m - - "1....-._, - -- _ - ..: .'3- a ..... : ...,.... _ ..STS . _ .. V 3�....-" •� .-. -2"...: ...5 ....r. .£.-°j • � ?.��.:.'-`:..... -. T.:H .�'�'' _ .s T.v .. }... s•+n:.-�....¢.. �.. .. �,rt-,� ?.-. _ -.�-f ^.4.,..,,.... ter• 6 ,wW ., ...._ .�.a :. e........- ... sum. Lu f_ i 3 TYPICAL 5 UNIT BLDG - SIDE ELEVATION SCALE: 118" W V -I]" n I: .l I•- 8 . I BUILDING AVERAGE 120.5% Ifs ..ITi�fi• �1�I rr I rt :I: VN11 r. .i'Jii ll/ :1 3 /i �iE= EI Il • 11 It ' fr y .f Ira" / JJ/ / ��I � p////, PROPOSED FENESTRATION FRONT ELEVATION # 22% LEFT ELEVATION # 11% REAR ELEVATION # 38% RIGHT ELEVATION i±13% BUILDING AVERAGE 120.5% Ifs ..ITi�fi• �1�I rr I rt :I: VN11 r. .i'Jii ll/ :1 3 /i �iE= EI Il • 11 It ' fr y .f Ira" / JJ/ / ��I � p////, BUILDING AVERAGE ±42% w a Lu d W Fj 1�111��IIr�■r����l :■�1������rnfl � _ r■w■■rfri■Iwrlw■fr�ll■filfi� - . �a: 1 i rrrr� r s • %/ 4 •,.. • :11' :I: �-x/'.11, /Alu /Jlukf � I' i E1M :1�. • / J Jl ! ' •11. -Il.i s II PROPOSED MASONRY VENEER FRONT ELEVATION # 44% LEFT ELEVATION ±44% REAR ELEVATION # 26% RIGHT ELEVATION # 54% BUILDING AVERAGE ±42% w a Lu d W Fj 1�111��IIr�■r����l :■�1������rnfl � _ r■w■■rfri■Iwrlw■fr�ll■filfi� - . �a: 1 i rrrr� r s • %/ 4 •,.. • :11' :I: �-x/'.11, /Alu /Jlukf � I' i E1M :1�. • / J Jl ! ' •11. -Il.i s II BUILDING AVERAGE # 43% TYPICAL 5 UNIT BLDG - FRONT ELEVATION SCALE: 118" = 11-0" f� i 11 :I J � I: 1 n tl I: fl 1 ,d � 11 fr •; .�� �"�� AA ■ I II PROPOSED SECONDARY MATERIALS - BOARD & BATTEN SIDING FRONT ELEVATION t 38% LEFT ELEVATION # 56% REAR ELEVATION. 141% RIGHT .ELEVATION # 37% BUILDING AVERAGE # 43% TYPICAL 5 UNIT BLDG - FRONT ELEVATION SCALE: 118" = 11-0" f� i 11 :I J � I: 1 n tl I: fl 1 ,d � 11 fr •; .�� �"�� AA ■ I II BUILDING AVERAGE # 11.5% NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS ■ r � t�► � �f� I:I:I•_I�:I r n - I ••r• IE'`' EE I rr'I ,� :� � 1��FE• fF rr Ir .� =PROPOSED SECONDARY MATERIALS - &8" TO WEATHER HORIZONTAL SIDING FRONT ELEVATION # 14% LEFT ELEVATION NIA REAR ELEVATION t 32% RIGHT ELEVATION NIA BUILDING AVERAGE # 11.5% NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS ■ r � t�► � �f� I:I:I•_I�:I r n - I ••r• IE'`' EE I rr'I ,� :� � 1��FE• fF rr Ir .� BUILDING AVERAGE # 2.75% DTJ DESIGN ■ ARCHITECTME PLAwre LANJ)SCAPE PACAMTURE ITr OESI"", Ind. 3101 Irl. Avenue, Sole I30 lONdfr, utwnft M01 T 703Al3n33 F!0OU n' 4 .r..ds,)deagncx PROPOSED SECONDARY MATERIALS - ACCENT 4" TO WEATHER HORIZONTAL SIDING FRONT ELEVATION # 3% LEFT ELEVATION NIA REAR ELEVATION # 3% RIGHT ELEVATION 1#5% BUILDING AVERAGE # 2.75% DTJ DESIGN ■ ARCHITECTME PLAwre LANJ)SCAPE PACAMTURE ITr OESI"", Ind. 3101 Irl. Avenue, Sole I30 lONdfr, utwnft M01 T 703Al3n33 F!0OU n' 4 .r..ds,)deagncx 0 z 0 U? Et} 0 ❑ w w °L z o Z W fl W cj) � LV L J 0 z 0 U? Et} 0 SHEET SF ATTACHED ELEVATIONS .............. .......... -- ------ .. ... ....... ....... ......... .. ........ . ..... ... ...... i °L z o Z W cj) � LV L J a 0 g LL.cy ..I.I D o UJI CL !. a Lu SHEET SF ATTACHED ELEVATIONS .............. .......... -- ------ .. ... ....... ....... ......... .. ........ . ..... ... ...... i ol.000Lk► QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PMT OF THE NW 1l4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. TYPICAL 4 UNIT BLDG FACADE ARTICULATION SCALE: 1/8"= V -Q" u --- - ---- -- TYPICAL 5 UNIT BLD SCALE: 11$" = 1'-0" FACADE ARTICULATION NOTE: SITE SPECIFIC BUILDING ELEVATIONS MAY VARY SLIGHTLY FROM THESE TYPICAL ELEVATIONS DUE TO PARTICULAR TOPOGRAPHICAL CONDITIONS ILI DIJ DESIGN R ARGQTMTiAE PE. mlw LAHLSCAPE ARCHITECTURE LTJ LESION, Inc. 3101 ir4 AvF . 4NSe 190 Reinder, col - ft $0301 T 3M442 7%a i 303.449.7E3S •wr.dSJdeelgncen a z W I� z 0 it 61Pl�lml� Co ca Oo [C q a v G IG p O SHEET SF ATTACHED ELEVATIONS DP -8. z 4� CL z 0 �rlRnlr z UJI�■ 0 CL oa z W m> W W J_ a R ■..r D Lu W o LL U) SHEET SF ATTACHED ELEVATIONS DP -8. 02000 4% as QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1/4 SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. 4 UNIT SIDE ELEVATION - STANDARD SCALE: 118" m 1'-0" ql _ 3.. . y. •:'F:� '•-1': 't 4 UNIT SIDE ELEVATION - STANDARD SCALE: 1/6'= 1'-4" 4 UNIT SIDE ELEVATION - ENHANCE SCALE: 1/8"= 1'-4" 4 UNIT SIDE ELEVATION - ENHANCE SCALE: 1/8"m 1'-0" vm Imm" �a��r i r ►sa�r'•= i 3 duo ENHANCED ELEVATION LOCATIONS SCALE: 1/8"= 1'-0" D TJ DESIGN R AFCIVIECTLTtE PLANNING LANDSCAPE AKHtTECTURE DTJ DESIGN, Inc. 3101 1,W Awr4ae, Suite 130 D-AMW, CoWoft 80301 T 303.143.7333 F 30&.41.753. e>rw.eft•�les�gnCo� �ieeee z 4% CL z W 2 a. 000mm% CL D W W W �r W sHEET 4 UNIT BLDG ENHANCED ELEVATIONS DR,8m v U L[] o Z14� m (1) w V a Lu U �D mg 40 n� �ieeee z 4% CL z W 2 a. 000mm% CL D W W W �r W sHEET 4 UNIT BLDG ENHANCED ELEVATIONS DR,8m v U L[] o o m (1) w w Lu 0) 40 a � Lu �ieeee z 4% CL z W 2 a. 000mm% CL D W W W �r W sHEET 4 UNIT BLDG ENHANCED ELEVATIONS DR,8m v U L[] m (1) m (1) ca 0) CD Z 0 �ieeee z 4% CL z W 2 a. 000mm% CL D W W W �r W sHEET 4 UNIT BLDG ENHANCED ELEVATIONS DR,8m v U L[] 2ot000 I QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NW 1l4 SECTION 18, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M, 5 UNIT SIDE ELEVATION - STANDARD SCALE: 118"= l-4' 5 UNIT SIDE ELEVATION - STANDARD.. SCALE: 1/9"m V-0" 5 UNIT SIDE ELEVATION - ENHANCED SCALE: 1/8"= 1'-0" 5 UNIT SIDE ELEVATION - ENHANCED SCALE: 118"= 1'-0" _..... ......... ...... ... .......... _.... ..... __ _ I E.'tk�w �75— M -3- E3 t►7v-' RR - .. 3'r .. iels•, r1 3€1F+• � `i. ....... ,-... ...= fir, vm � i $ ;�;,e�r T E{i�!pR E� ax�v �AEiI.'�' • [.R�#S� 1.�[ Nuow i '€rte ZAP' t qW SUM MAW _ `•. f �"i-' _.�•;rj'.e-, ��.� aLe'Mi3lK�:. fit'�=�f'';i'.F �.. a>brek fit'; j airr leas 0��..:. f s #. ` .� +sae •.� V :�:; .:�x;:: f € Wtr jam m =or s4ajt � ApaS i L MOM eine 102.4 E a�.ia� - � i MF �:•?-F" �rC' 2�,... F:r. .�i';Y t �.•lp •np±. A. -: APM fvm- 1f .� ^^11nI"PoYIe+a'a DJ DESIGN :,.T(GTURE PLANNING LANMAPE AKNITMTURE LTJ LESWN, 1. 3101 7, t A"n , Sri" 190 Dood." rAo—oo eom Y 303A43.7533 F 303.463.7W4 wK.1i'm..h n11000�� — SHED 5 UNIT BLDG ENHANCED ELEVATIONS DP -8. 0 0 0 -j0 0 w 0 H ur z 4% CL Z 0 r�rE€e � z W 0 LL �CL � J 0 zWU) a %,mo- � W J � a � W a U) SHED 5 UNIT BLDG ENHANCED ELEVATIONS DP -8. 0 0 0 -j0 0 w 0 H ur