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HomeMy WebLinkAboutDutch Bros Coffee-CO0205-PMUD# rF .00 DUTCH BROS. COFFEE-CO0205 - PLANNED MIXED -USE DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO LOT 2, BLOCK 3, KUM & GO AT CLEAR CREEK CROSSING SITUATED IN THE NORTHWEST 1/4 OF SECTION 29. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE DATA TABLE EXISTING ZONING I PMUD (PLANNED MIX -USE DEVELOPMENT) I PROPOSED LAND USE _ DRIVE THROUGH COFFEE SHOP GROSS NET TOTAL AREA ACRES SQUARE FEET I ACRES SQUARE FEET] I PLANNING AREA 4S, LOT 2 1_1.39' 60.630 1.3919 I 60.63D j REQUIRED PROPOSED t BUILDING COVER (FAR) LOT COVERAGE _._ . .. SETBACKS (ADJACENT TO STREET) 80% MAX I 950 SF (0 015%) 950 SF (0 015%) ' FRONT FEET, COMPLIES SIDES REAR _15 _ 10 FEET L 15 FEET _ I COMPLIES COMPLIES i MA_XIMUM BUILDING HEIGHT OPEN SPACE / LANDSCAPING 1 50 FEET _' ',LS RED. 20% (13,298 S.f,)i 24 FEET _ 36.674 S.F. L USEABLE SOD .� HARDSCAPE_ I .--'--�-- PARKING TOTAL (1 PER 100) y r 9 SPACES __SPACES__ STANDARD 8 SPACES _-_- f� __0 S.F. I 4,148 S.F. 11 SPACES — 1 10 SPACES_ _ ~ ACCESSIBLE I 1 SPACE I _ 1 SPACE RACKS (a SPACES) J _ _ OTHER BICYCLE _ _ _ i 4 SPACES _ y-2 ABBREVIATED CASE HISTORY: CASE - WZ-21-06 CASE - MS-19-06 CASE - WZ-16-07 PROJECT DESCRPTfON THE SITE IS WITHIN THE VINE -YARD COMMERCIAL DISTRICT WITHIN' CLEAR CREEK CROSSING PMUD LOCATED WEST OF INTERSTATE 70 (170) AND SOUTH OF HIGHWAY 58, AND IS LOCATED ADJACENT TO THE SOUTH, OF THE SOUTH-BOUND,Ri MP AT CLEAR CREEK DRIVE. THE PROPOSED SITE CONSISTS OF 1.3919 ACRES. AND WILL INCLUDE A' 150 SQUARE FOOT DRIVE-THRU COFFEE STAND, INCLUDING DOUBLE DRIVE-THRU QUEUE LANES TO THE DRIVE -UP WINDOW, WITH AN ESCAPE LANE, A WALK UP SERVICE WINDOW, AND 11 PARKING SPACES. ALSO INCLUDED IN THE SITE AMENITIES IS AN OUTDOOR SEATING AREA WITH CONCRETE SEATING AND BICYCLE PARKING. ALL SERVICE INTERACTION OCCURS OUTSIDE OF THE BUILDING, VIA WALKUP WINDOW AND THE VEHICULAR DRIVE-THRU, WHICH IS DESIGNED WITH "RUNNER- ISLANDS TO ALLOW CUSTOMERS TO PRE -ORDER TO QUICKEN SERVICE. SITE ACCESS IS BY SHARED DRIVE AISLE, LOCATED TO THE EAST OF THE ADJACENT KUM & GO SITE. THE SHARED DRIVE AISLE CONNECTS TO CLEAR CREEK DRIVE AND YOUNGFIELD SERVICE ROAD. LEGAL DESCRIPTION - THE LAND IS DESCRIBED AS FOLLOWS: LOT 2. BLOCK 3, KUM & GO AT CLEAR CREEK CROSSING, -A- (MORE TO -A-) A SUBDIVISION OF LOT 1, BLOCK 3 CLEAR CREEK FILING. ACCORDING TO THE PLAT THEREOF RECORDED MAY 8, 2020 UNDER RECEPTION NO. 2020052045, COUNTY OF JEFFERSON. STATE OF C000RADO- FLOOD ZONE; THE FLOOD ZONE DESIGNATION FOR THE SUBJECT PROPERTY IS ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOOPLAIN ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 08059CO194F, WITH AN EFFECTIVE DATE OF FEBRUARY 18. 2009. SHEET LIST C1.0 COVER SHD? CIA SITE PLAN LP -I LANDSCAPE PLAN -I AI.O BUILDING ELEVATIONS A2.0 TRASH ENCLOSURE - PLAN + ELEVATIONS A3.0 SITE PHOTOMETRICS N ms ' { a wcs �m .� r ' 0 500' 1000' '�.'p^'' O 1 K 1'tf iC'a�tl rt e.etr� tiro SCALE: 1-500' y "soAVe � C- C tw z teo ` l a 8RE LOCATION A Vi eC=ner U l u , � • r �t' 'A+ W 32nd Ave K 32nd Avr. jRt tat Tat w 32nd Ave +�. VICINITY MAP SCALE - 1' = 500' OWNERIAPPLICANT DEVELOPER ENGRIEER BUILDING ARCHITECT EVERGREEN DEVCO DUTCH BROS COFFEE BARGHAUSEN CONSULTING ENGINEERS, INC. GNICH ARCHITECTURE STUDIO 1873 S. BELWRE ST. SUITE 1200 110 SW 4TH STREET 18215 72ND AVE. SOUTH 1001 SE SANDY BOULEVARD, SUITE 100 DENVER, CO 80222 GRANTS PASS, OR 97526 KENT, WA 98032 PORTLAND, OR 97214 TEL: (303) 757-0401 TEL: (916) 765-7270 TEL: (425) 251-6222 TEL: (503) 552-9079 CONTACT: DEREK LIS CONTACT: RUSS ORS: CONTACT: HAL P. GRUBB, P.E. CONTACT: DUSTIN HENION LANDSCAPE ARCHITECT SURVEYOR GEOTECHNICAL EVERGREEN DESIGN GROUP POINT CONSULTING, L-C. KUMAR & ASSOCIATES, INC. 1600 BROADWAY, SUITE 1600 8460 W KEN CARt'L AVENUE, SUITE 101 2390 SOUTH LIPAN STREET DENVER, CO 80202 LITTLETON, CO 80128 TEL: (303) 742-9700 TEL: (800) 680-6630 TEL: (720) 258-6836 CONTACT: CHAD BRINGLE, P.E. CONTACT: CHRISTOPHER M. ROSE, L.L.A. CONTACT: CAMERON M. WATSON, PLS MM ER'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, i 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 EVERGR-kLLL+R CREEK CROSSING, Vim. &R C DATE: f i6 s�- BY:' __����.. NNNAME: L LEE CARL TITLE: EXECUTIVE VICE ESI ENT CITY OF WHEAT RIDGE ) STATE OF COLORADO ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE //M�IETHIS DAY OF '%O A.D. 2022, BY Zle" (5tr6 •- WITNESS MY HAND AND OFFICIALSEAL MY COMMISSION EXPIRES: H ly �� — rwl.rubrc-ire &cewedo _ J K—ym 20IM19] _ 'n +h'CamiMubnEpMre�M/)9,30}Z NOTARY PUBLIC: 'L� -lI7L/-'/�{o/XCJ:EJ -7 SURVEYOR'S CERTIFICATE: I, CAMERON M. WATSON DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF OLiT H LRROc OFF - 00 0 - P euN D MIXED -USE DEVELOPMENT 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 STATUES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. ( (SURVEYOR'S SEAL) SIGNATURE COUNTY CLERK AND RECORDERS CERTIFICATE: STATE OF COLORADO ( ) SS COUNTY OF JEFFERSON I I I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT !D: t1 O'CLOCK RM. ON THE k UlNDAY OF Fes• A.D.. IN BOOK , PAGE , RECEPTION NO.o cMagotp JEFFERSON COLUTYS�RK AND RECORDER V 4 BY: A-lQLw- %��NpS .• DEPUTY PLAMNG COW/IISSION CERTMATKN _ _I: APPROVED THIS _jA " DAY, 1 k� OF BY WHEAT RIDGE PLANNING COMMISSION. Z/3/'LoLl CHgIRPER50N ' DATE CITY CERTIFICATION: APPROVED THIS I DAY OF BY CITY OF WHEAT RIDGE ATTEST CLE MAYOR COMMUNITY' DEVE OPME OIREC LL pPPpO RFgiSTF •EXP 1�]20231� � S/O NAL ECG apa201111psolp RIGHT-OF-WAY DUTCH BROS. COFFEE-CO0205 - PLANNED MIXED -USE DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO LOT 2, BLOCK 3, KUM & GO AT CLEAR CREEK CROSSING SITUATED IN THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ® BITE KEY ND'T® INTERSTATE 70 RAMPS I I. EXISTING PROPERTY LINE, TYPICAL. PUBLIC RIGHT-OF-WAY 2. EXISTING PUBLIC UTILITY EASEMENT, TYPICAL. 3. PROPOSED LOCATION OF BUILDING(S) AS NOTED; CONFIRM ALL DIMENSIONS AND W F REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. 4. PROPOSED SOLID WASTE ENCLOSURE; CONFIRM ALL DIMENSIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. PROPOSED TRANSFORMER LOCATION. INSTALL PRECAST CONCRETE TRANSFORMER PAD 0 10 20 40 SCALE: 1 "=20' TRACT A, KUM & GO /L- ~i •.• - ,I AT CLEAR CREEK CROSSING ° °" • ' • - - OW(`'r.R 4ERGREEN CL AR CRE-✓E ` I I 11 �RCS�.N � EI.0 & ERIKA ICLOPPy'. _ _ _ \ • L / 22 . I I I P"_ g3 A`•�• I II �.HJ;• AS REQUIRED, TO MEET THE APPLICABLE ELECTRICAL PURVEYORS SPECIFICATIONS. 6. PROPOSED VERTICAL CLEARANCE BAR; HEIGHT: W-0". REFER TO SIGN PLANS FOR EXACT PLACEMENT AND ADDITIONAL INFORMATION. 7. PROPOSED ASPHALT PAVING, TYPICAL. B. PROPOSED CONCRETE PAVING, TYPICAL. 9. PROPOSED CONCRETE BARRIER CURB, TYPICAL. 10. PROPOSED CONCRETE CURB AND GUTTER WITH 18" GUTTER, TYPICAL. 11. PROPOSED CONCRETE SIDEWALK, WIDTH VARIES, TYPICAL. 12. PROPOSED GUARD POST. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 13. PROPOSED SINGLE ACCESSIBLE PARKING STALL WITH ALL REQUIRED SIGNAGE PER ADA STANDARD PLANS. 14. PROPOSED SAWCUT LIMITS, TYPICAL. 15. PROPOSED ACCESSIBILITY -COMPLIANT "TYPE 1" CURB RAMP PER COOT STANDARD PLAN M-608-1. RIGHT-OF-WAY -1 - - • • - 16. PROPOSED ACCESSIBILITY -COMPLIANT 'TYPE 2 - TWO RAMP" CURB RAMP PER COOT STANDARD PLAN M-608-1. . • 22 _ - 29. . 17. PROPOSED ACCESSIBILITY -COMPLIANT -TYPE 2 - DIRECTIONAL" CURB RAMP PER COOT Ii 9i T% . , .. • •`' _ . �G2�.. •� •..._ I STANDARD PLAN M-608-1. i I (32 1 I �ji 11 ''� 18. PROPOSED ACCESSIBILITY -COMPLIANT "DEPRESSED CORNER" CURB RAMP PER COOT i I I C i •• •. -• ' ' 26, S2 • Y i ++ 3 e • ' •\ - • STANDARD PLAN M-608-1. !I C PSCo. EASEMENT • • ' • ' ' • ' _ 19 OP D SITE REFER 0 STRUCTURAL DRAWINGS FOR LIGHT POE FOUNDATION II - 2016113861 A: '• ,' '•'. • • - REQUIREMENTS; REFER TO PHOTOMETRIC DRAWING FORPOLEAND FIXTURE I ! REC. N0. 2020003037 r• - N _ -_ _ _ _ - REC. N0. _ w_' �. 'b __. � . SPECIFICATIONS _ 9 -� � I � �',- •, - •-'_ . • • --7 - ��' - [32 = � �1\' 20. STANDARD PARKING SPACE, TYPICAL. Y 9 QS R 21. PROPOSED ACCESSIBLE ROUTE THROUGH THE SITE, TYPICAL. - 'I _ 79 - a, • A�, '"� # \ 22. LANDSCAPING AREA, REFER TO LANDSCAPE PLANS FOR ADDITIONAL INFORMATION, y C. TYPICAL aC 3 _ _ _ ' •, , . • -G 6 - R _ 23. PROPOSED DIRECTIONAL ARROWS WHERE SHOWN, TYPICAL. LL iY Q I 1 '','II - r - '.� 1 '•' �� - / I 24. PROPOSED T 4' WIDE ORMWHITE REFLECTIVE CY PAINT OUIREMPARKING STALL STRIPES, TYPICAL; ALL • 'I • '_ •. I' \ W i 35 ! • 16 a� 37 , J0ti• ': 25. PROPOSED CONTINENTAL STYLE PEDESTRIAN CROSSWALK STRIPING; 1 FOOT WIDE U v i ••`_�• 6 B %� 20 13 IB 2 11 10 .Iv "--/}.a,\ ' 1 • -.• i� STRIPES AT 2 1/2' FEET ON CENTER. 26. PROPOSED STRIPING 2 FEET ON CENTER FOR STRIPED OUT AREA AS SHOWN, TYPICAL. h Q a & I qT 2, LO 3 k 22 j ALL STRIPING TO CONFORM W TH CITY STANDARDS. +I Ii D}J M & ATtEA CR K C SSING y 11 1 •. •�.' 28� 3� , - F s O a 27. PROPOSED BICYCLE PARKING SPACE, TYPICAL OF 2. COORDINATE COLOR REOUIPEMENTS l g �- .•` Ir T� ?� WITH OWNER PRIOR TO ORDERING. 24 \ ' ' �'',' - ` •' ' B9) **..�' ± 26 A W i 28, PROPOSED SEGMENTAL BLOCK RETAINING WALL, HEIGHT VARIES, MANUFACTURED BY NO BUILDINGS H O KEYSTONE RETAINING WALLS; BLOCK TYPE IS VICTORIAN ASHLER. 10' UTILITY EASEMENT _ ✓ `--' REC. NO. 2020052045 • _ ` ' ' • ` • f H 23{. . r- y : • _ • y~j L=7 29. PROPOSED LOCATION OF DRIVE THROUGH p 10 �• `19 . •9 ' l f� = w TALL, REFER TO LANDSCAPING PLANS II I - - -_ - _ - Tg (25 ',:- 5� m 30. PROPOSED BENCH, TYPICAL. REFER �� I '. •�•''22 23 �22 20 •..• YI .�•'I Za .,L _ _--__- I • ' � • 31. PROPOSED PRECAST RAISED CONCRETE _I 7 5 •. •33 - -•. •- _.__.`__ �.- _�- Y--. _ - - H' f fb . 22 REQUIREMENTS. III I 1 •�'• •:' •i �'`�'• I- I 11 - ;6 POSED SIGN; ILLUMINATED MEN II' \ ' �•: ' '.: ' ' f ` - - - __- -- __- .. _ ..._- _._ - - _ :�- • ' 33. PROPOSED SIGN, "EXIT ONLY "THANK .._ _ 2 PRO }T' 3 - - - - - - - - - - - - - - - - _ m• 10' UTILITY EASEMENT 34. PROPOSED SIGN; "DRIVE THRU H 6 I ----_-------- _----- %�.I. 2 � S .- R A O C F C C - I 5 4g NT awm z ��� •A I fr� Z N \� ii� C 6 ON - j _ _ j • `-t( E5 a o L CT 1, BLOCK S, KUM & G0.I. : - N z AT CLEAR CREEK CROSSING I i� I I UKU �1 ACCESSIBLE NOTE, "NOTICE AND WARNING" COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND OTHER FEDERAL AND STATE ACCESSIBILITY LAWS IS THE SOLE RESPONSIBILITY OF THE PROPERTY OWNER. THEREFORE, COMPLIANCE WITH CITY CODES DOES NOT ASSURE COMPLIANCE WITH THE ADA OR ANY OTHER FEDERAL OR STATE ACCESSIBILITY LAWS. THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALL CURRENT ACCESSIBILITY CRITERIA AND SPECIFICATIONS AND THE PROPOSED PLAN REFLECTS ALL SITE ELEMENTS REQUIRED BY THE APPLICABLE AMERICANS WITH DISABILITIES ACT (ADA) DESIGN STANDARDS AND GUIDELINES AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE. APPROVAL OF THIS PLAN BY THE CITY OF FOUNTAIN DOES NOT ASSURE COMPLIANCE WITH THE ADA OR ANY OTHER FEDERAL OR STATE ACCESSIBILITY LAWS OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS. OWNER: KG STORE 231O LLC j , ILII v N4 CONTINUOUS HORIZONTALS 0 TOP AND BOTTOM. 1g" , . CMU CAP, TO MATCH BUILDING, MIN. 2" HIGH W/ I" OVERHANGS CMU, TO MATCH BUILDING, I I W/ SOLID GROUT AND REINFORCEMENT, AS NECESSARY I -I # FINISH GRADE/SITE SLAB, PER PLAN CHARACTOR IfA� I. THIS DETAIL IS INTENDED TO CONVEY MATERIALS, FINISHES, AND APPROXIMATE DIMENSIONS �- ONLY. STRUCTURAL PLANS AND FOOTING DETAILS BY OTHERS. THIS IS NOT AN ENGINEERED •-�N4 VERTICAL BAR•0 32" O.C. DRILL AND DESIGN. BOND INTO EXISTING SLAB USING HILTI 2. CONTRACTOR TO INSTALL PER ENGINEERED DESIGN BY OTHERS, AND PER MANUFACTURERS HIT-RE500 VE EPDXY OR APPROVED EQUAL. SPECIFICATIONS. PROVIDE 3" OF EMBEDMENT; TYPICAL. 3. CONTRACTOR TO MEET ALL APPLICABLE CODES AND STANDARDS RELATED TO THE CONSTRUCTION OF THE WALL. 4. REFER TO CIVIL CONSTRUCTION DOCUMENTS FOR HEIGHTS AND GRADES. GCONCRETE SEATWALL AIING WALL (FOR VISUAL REFERENCE ONLY) '1 NOT TO SCALE NOT TO SCALE A SCREENING HEDGE, APPROXIMATELY 3 FEET FOR ADDITIONAL INFORMATION. EIGHT: T ADJACENT O0 REC oP ..........SrF TO DETAIL THIS SHEET QIDt54� PLANTER. COORDINATE WITH ARCHITECT FOR ALL i\ v F U BOARD. HEIGHT. 3' s EXB.�S 12023]:- T SS/O YOU". HEIGHT: 3'-0" NAL ENG LESS THAN 3'-0". MOUNTED ON OVERHEAD CLEARANCE BAR POST. STOP BAR WITH DOUBLE YELLOW STRIPING - z TRAFFIC LIMITS, OF TRANSPORTATION (COOT) MIDWEST GUARDRAIL. STANDARD DRAWINGS M-606-1 SHEETS 1-19 AS m THE DRIVE-THRU LANES TO ENSURE VEHICULAR x $ o RETAINING WALL. P o° a LEGEND REC. NO. 2020052045� 35. PROPOSED SIGN; "CHOOSE LANE" 36. PROPOSED 1-FOOT WIDE PAINTED LEFT RETURN TO DELINEATE INBOUND/OUTBOUND 37. PROPOSED COLORADO DEPARTMENT INSTALL IN COMPLIANCE WITH COO APPLICABLE. NOTE: GUARDRAIL IS LOCATED ALONG PROTECTION DUE TO HEIGHT OF TiEW EXISTING L CURB AND GUTTER CURB --_ _- LUMINAIRE (LUM.) :}- •� 0 �N ul a BARRIER CURB PAINT STRIPEYARD LIGHT C � d CONCRETE QC Lu c N CONCRETE UTILITY POLE -"- to C D C) CONTOUR f�`yI ASPHALT WATER -- W -. JUNCTION BOX R M C: Q Lp ESCAPE LANE MARKINGS ® SANITARY--5�--- CATCH &151N 9 I` N OT N STORM STORM MANHOLE/INLET LO O N N SAWCUT ----- co W Y OVERHEAD POWER---Ci/H- CONTOUR----432----- CAS METER WATER -W GAS GAS VALVE WATER METER 0 FIBER OPTIC UNE WATER VALVE (WV) Cv m STORM DOUBLE CHECK VALVE FIRE HYORgNT(FH) .2 SANITARY ASPHALT CONNECTION(FDC) u GAS -G POWER -P - BUILDING LINE / :' i.L WATER METER SIGN FB y PAINT STRIPE OH/UG TEL. UNE DIRECTIONAL ARROW �o n5{ �.� _ - r TYPE 1 CATCH BASIN I♦ TREE BOLLARD SANITARY SEWER CLEANOUT CV i DUTCH BROS. COFFEE-CO0205 - PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PLANT SCHEDULE ' - — ---- INT€RSTATE 70 RAMPS W --- TREES CODE OTY BOTANICAI.+COMMON NAVE CAL- CONT. SIZE - - - -- ®--_ PUBLIC RIGHT-OF-WAYy CO 5 Cattle occidentalis 2.5" Cal. e&B 10'-12' Common Hackb rry e roT- ATQF FFu_ralCttN; ! GS 6 Gleddsia triscanthos mormis'Shademaster - OWNER: EVERGREEN CLEAR CRECK ��_ - Shademaster Honey Locust CCROSSING LLC a ERiKA KLOPPEL • KIP Kcelrautena paniculata Golden Rain Tree 14�n YI 1 RESTORETO\ / LI- _ l� OF DISTURBANMCEITS 0 UE 2 Ulmus parvifWia'Emar II' TM eC_o - - _ - -- _ - - AIeB Lecebank Elm .... �.� WATER RE50URfE5 RESERVATItlN - PROPERTY LINE AND EASEMENT AGREEMENT - RECNO:f2149073 - PROPERTYUNE'. I .. SHRUBS CODE I BOTANICAL I COMMON NAME SPECIAL WARRANTY PEED' -\� Y gE� NO F2149p72. ° EXISTING METAL ("�y 'I _ - �--t�'� •. J.. -� �FENCL)G ',I AP 39 ArcbostaPhYlosxcelaredensis'Panchito' T Panchito Man-rita � Lq)" 1 0 I Q I •1.+ 'ETAMMG AM 8 Aronia Inelanocarpe'Monon' TM jI i . • Q I q is Beauty lack Chokeb Ry .... - ro uo' au B 4G. K e - l - - (5)JB2 l �— - ma`s ' CM2 24 Chamaebatlaria milletolium • � - - (61 MS - (1) GS -(9) Al ((6) CM2. (i) GS-/`�• ,� Desert Sweet - I Q - (5) AP (7) 1B2 .. . 11 (3) CM2 (3) JB2 (3) bl " PSCo. EASEMENT 1, f - f7) MS- -- RECNO.20181138a1 —�--�j - ��—�I Cl 8 Corpus sericea'Isantl' p REC.ND zozaoo3o37 ( �- (3) AP ' Isanh RcJ Dogwood f i_ _ -YF _._._ __--_ ! C_GUARDRAIL-SEE CIVIL PIANG - TWig • F-S� (3) Cl ( (15) S _ - S \� -(3)CO 19)AP �(8)CM2, M (14)JB2 Junipe I (2J)KP 6 o x 3T �,� 0 Efi � - '+ p JB2 43 'Buffalussabino- Buffalo a'Bugalo it !i ice, �.-1 Q© _ 7 t ^.`_ MS 49 MiscanMus sinensis 'Adagio r cc1 - rw¢ _ ' �A3.r f z 1,wT r .�m \ _ \ . Adagio Eulalia Grass W = k 1 _. _ .I BOTANICAL I r=2W LU I'i I f- :'. - -% ) _ 1 -. ". SHOVEL UT HEADER R CIM1G, 8'DIA., — 1 1 MULCH CODE OTV 1714 NAM€ II\ U .ry. I - Fe SHOVEL CUT HEADER BETWEEN ROCK (6)MS _ AROUND TREES PROVIDE () _ $ (3) CM2 (3) AM AND SEEDED AREAS YP.J WOOD MULCH WITHIN RING I MX 21,039 sf Simil. ss Prairie Grasses P' : 7 1 UE Yr<J Drilled Seed (e)Ms I' LO, t BLOCK 3 ) 1 UE _ _.r � ( ) - .>S,*. - SEED MIX IS AVAILABLE THROUGH WESTERN NATIVE SEED, 719 942-3935. _ i I - (3)AP (3)JB& kV'c4L GO AT CLEAR CREEK (3)JB2 �•-- r -I°- Q REFER TO PLANTING SPECIFICATIONS FOR SEEDING METHOD. ) (A 11 _ PLANTINER-SEASONAL PLANTI -GS (� \u. a �I CR®JSINC7 BY OWNER (3) AM Y .�. LV 3 ROCKI STONE CODE OTV O NI AL/ MMON NAM j PROPERTYLINE , I P SHOVEL -CUT HEADER RINGS OIA T' ndsceping { °I AROUND TREES -PROVIDE 60,630 SD.. FT (4)CM2 - I O I 10' UTILITY EASEMENT - y WOOD MULCH WITHIN RING (1YP) ) 2.392 ACHE.it (3) MS _ ,.I, I = GM 4,399 sf Gravel Mulch '02 52045 (r (r '„ - - _ 2 Cl! NO BUILD NGS (3) KP (2) CO {5) JB2 I`,.�T / KP [1 I s REC. NO $. I - T O ) Rider Cobble, 1-2" Dia., 3" over fabric (3) Ms �. r H co-'•'�l TRASH ENCLOSURE --•i CAI, z a T544"' 1 4 1 _ — — — k• — — -- -' a 3 --� _ - SHOVEL CUT HEADER REN!EEN ROCK - "-!�- _ — — — - — ANpWOODMULCHAREAS,TYP.) LANDSCAPE CALCULATIONS — — — — - — — — — — — — — — — — — - . S11616UT HEADER RING, a' DIA, -- - ------ - - --- --� - --- -- -_ - - -" - I 10' UTILITY EASEMENT Gross Site Area: 60,630 sq R ! II AROUND TREES -PROVIDE l REC. NO. 2020052045 MULCH WITHIN RING (TYP) .._. - --- - -.._ _-._. - _ - -..._ .. - --- - Rebuked Proposed 6 I - AR -- _ - _ Open spacellandscaPing 20% min 112.126 sq R 36,674 sq R 160.5% ;- .- I 1 - \, -___. - _. _ �- _ .._ _.. _. _.. _. _._ _- . ---- - - Useable 2.600 sq R CRQS OF DISTURBANCE (�-� °� RFC. NQ CF55F t RESKTORE To UMlis - PROPER'.-�". �, —. —� _ — _ - -� Sad 30% max 119,947 sq ft 0 sq R � woo •� �� — — tt LINE- — — — — — — — — ' _ F - RESTORE TO LIMITS Hard3cape 4,148 sq R 9Sz4SFN7 ! ) — — — -� ,..-� - ' """ �g__=:—�. �\ \ I' OF DISTURBANCE On -site trees 14(111,000s req'd La. ama) area) 114 shru 33 — a $ 1 = - _ — W 0 �\r .. \ _ I Street trees Clear Creek Dr. 168-74' 6 (1P30' frontage) 6 aQo _;.. o i i -.. . 11 , I ~z t„ I 3X ROOTRI DIA_ STAKING EXAMPLES PLAN VIEW) t I 1 ) PREVAILING PREVAILING WINDS WINDS TREE PLANTING_ A SCALE: NOT TO SCALE 1 Q TREE CANOPY. NOTES; Q CINCH -TIES (24" BOW2" CAL. TREES AND 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SMALLER) OR 12 GAUGE GALVANIZED WIRE SETTING TREE, WITH NYLON TREE STRAPS AT TREE AN(. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE STAKE (36" BOX12.5" CAL. TREES AND LARGER). ROOTBALL THAT COVERS THE ROOT FLARE. THE 4 SECURE TIES OR STRAPS TO TRUNK JUST PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ABOVE LOWEST MAJOR BRANCHES. ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS r-4" ABOVE FINISH GRADE. 3 Q 24" X 3/4" P.V.C. MARKERS OVER WIRES. 3. FOR BEES TREES, CUT OFF BOTTOM 113 OF WIRE 7 Q GREEN STEEL T-POSTS. EXTEND POSTS 12" BASKET BEFORE PLACING TREE IN HOLE, CUTOFF . MIN. INTO UNDISTURBED SOIL. AND REMOVE REMAINDER OF BASKET AFTER TREE 3 Q PRESSURE -TREATED WOOD DEADMAN, TWO IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, PER TREE (MIN.). BURY OUTSIDE OF PLANTING ROPE, AND OTHER PACKING MATERIAL. REMOVE - PIT AND 18" MIN. INTO UNDISTURBED SOIL. AS MUCH BURLAP FROM AROUND ROOTBALL AS IS - ti1 Q TRUNK FLARE. PRACTICAL. 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. -� Q MULCH, TYPE AND DEPTH PER PLANS. DO 5. FOR TREES 36" E I2,5" CAL. AND LARGER, USE NOT PLACE MULCH WITHIN 6" OF TRUNK. THREE STAKES OR DEADMEN (AS APPROPRIATE), Q FINISH GRADE. SPACED EVENLY AROUND TREE. Q ROOT BALL. 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO to BACKFILL. AMEND AND FERTILIZE ONLY AS ALLOW SOME TRUNK MOVEMENT IN WIND. RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 UNDISTURBED NATIVE SOIL. Q 4" HIGH EARTHEN WATERING BASIN. la FINISH GRADE. O SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. O MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6' OF PLANT CENTER. O FINISH GRADE. O ROOT BALL. O BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. O UNDISTURBED NATIVE SOIL. O 3" HIGH EARTHEN WATERING BASIN. DISTANCE PER PLAN 24" MIN. TO EDGE OF MATURE CANOPY I - nit Q CURB. O MULCH LAYER. O PLANT. O TURF (WHERE SHOWN ON PLAN). SHRUB AND PERENNIAL PLANTING O PLANTING AT PARKING AREA 9GALE:NB 3(ALE.NOT TO SCALE PARKWAY OPEN LANDSCAPE OR ISLAND ro tiv� 2.5" Cal. B&B 10°-12' 2" Cal. B&B 8'-10' 2.5" Cal. B&B 10'-12' SIZE CONTAINER SPACING 5 gal. 4' OC 18-24" HI. 5 gal. 4- OC 18-24" Ht. 5 gal 4' OC 18-24" Ht. 5 gal. 5' OC 18-24" Ht. rA 5 gel 3' OC 18-24" Ht. /��� Vp. ?' " a 'C'J 1 gal. 2' OC Container Full I p FONT SPACING SIZE DETAILea I ad .i CONT 3" depth v, I 2.I WALKWAY OR PAVING V(TYPICAL TREE TRUNK �y 3' O a LINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND *_ MANUFACTURER. INSTALL PER ■'t 4 MANUFACTURER'S SPECIFICATIONS. (I`✓1 Q TREE CANOPY O TYPICAL PLANTING AREA s TYPICAL CURB AND GUTTER yl NOTES: 1) INSTALL ROOT BARRIERS NEAR ALL \- NEWLY -PLANTED TREES THAT ARE o' „40' LOCATED WITHIN FIVE (6) FEET OF PAVING OR CURBS. Scale .1LI _ 201 2) BARRIERS SHALL BE LOCATED I IMMEDIATELY ADJACENT TO HARDSCAPE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ROOT BARRIER -PLAN VIEW ENCIRCLE THE ROOTBALL. EVERGPEEN D SCALE -NOT TO SCALE GR DESIGN 0 U P (800)6806630 1600 Broadway, Site — Den —CO 80202 wxw-Ever�aonpesignGraup.com M.SHt 1297 F` u I/ap�m�row�\�osavmt B �F �l R SC gg£q DATE: 11/11121 IIA x Co s�E Ln G C 3 C W vM H C_ Q m Is C Q 0 En C on ld O N c 60 U � Y E S� Z' CLCL � J 0 KnowwhaYab810W. o Cal lbefore you dlg. Dial Oil E E E v y Y a4 n DUTCH BROS. COFFEE-CO0205 - PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SIDING SCHEDULE - ALTERNATE w/ CANOPY 0 TAG MATERIAL MANUFACTURER MODEL REMARKS J. ZONE 1 (BODY) FIBER CEMENT 1 NICHIHA VINTAGEWOOD, AWP 181B w/ COLOR: ASH SIDING METAL OPEN -OUTSIDE CORNERS ZONE 2 (TOWER) FIBERCEMENT 2 NICHIHA IL UMINATION, AWP 1818 W/METAL COLOR: BLDG OB BLUE SIDING OPEN-OUTSK)E CORNERS ZONE 3 (BODY & BASE) STONE VENEER 3 ELDORADO STONE CLIFFSTONE, LANTANA COLOR: PER INI STONE SILL ELDORADO STONE SNAPPED EDGE WAINSCOTSILL COLOR: PEWTER ZONE 4(FRAMED CANOPY & AWNINGS) 4 FASCIA METAL FASCIA; FLAT 3 SIDES; COLOR: BLDG IDS NATURAL NORTHWESTERN DARK GRAY 5 SOFFIT HEWN ELEMENTS lx8, TOG, 118"REVEAL SPRUCE 6 COLUMS ELDORADO STONE CUFFSTONE, BANFF SPRINGS COLOR: PER MER. METAL WESTERN STATES WESTERN LOCK (STANDING SEAM) COLOR: BLDG OR DARK ROOFING METAL ROOFING GRAY -_ NOTE: PROVIDE 3' X2T SMOOTH DOWNSPOUTS, AND ALL NECESSARY ADAPTORS, AT AWNING AND CANOPY LOCATIONS; COLOR: BLDG OB DARK GRAY - FRAMED AWNING O. PARAPET 3 w/ STANDING METAL ROOF _ o "P+24'-tl PRE -FINISHED PARAPET - O CAP FLASHING, PRE FINISHED PARAPET SIDINGSYSTEM &AWNING SOFFIT « \ COLORTO MATCH CAP FLASHING, ( w COLOR TO MATCH DOWNSPOUTS TO STORM DRAIN O ° ,NT.Q-PARAPET2LIGHTED - E S'GN. o I INSTALLED BY SIGN CONTRACTOR, �[ RD. Wf ELECTRICALJ-BOX aNOBCOOLOCKINGREQUIREMENTS r D i : - r - ADORESSNUMBERS,PROVIDED BYGC. ➢ COORD. W/AHJ REQUIREMENTS.- C m PROVIDEHIGHCONTRPST -�- -'--- - - -'-- -_ 1 v o W/BACKGRWNp _- � r c ' _ PRE -FINISHED PARAPET CAP FLASHING - - - _- - --.- _- -- ° o a _ COLOR TO MATCH `XXXX T. PETI __ _ 1OzPARA ° B.O. AWNING/ o 6, ,AFIN CPNOPY STONE VENEER 3 E K STOREFRI SILL -3-2" - o SERVICE y U WINDOW SILL+2'-itl L ROOF OVERFLOW DOWNSPOUTS ,,,T.O. SVS _ +d-0 DRIVE AISLE 73. o m a-s• 10_1w PRE -FINISHED PARAPET CAP FLASHING COLOR TO 2 MATCH kT C. PARAPET 3 z s'4T' - - LIGHTED SIGN. INSTALL: T.O. PARAPET 2 ` BY SIGN CQNTRACTOR, +2,7.101/r COORD. Wf ELECTRICAL J-BOX AND BLOCKING 1- REQUIREMENTS - '- SOIDING SYSTEM 2 -- FRAMED AWNING 1 ■_ wf STANDING METAL ROOF &AWNING SOFFIT O ,I.TO.PARAPETI T " 0.AW N B.O. AWNING/ FIN, CANOPY iY-fi" J - AWNING DOWNSPOUT TO STORM DRAIN LED BACKLIT . MENU BOARD, TYP. F - bTAINLESSSTEEL $STOREFRONT SILL 3-�_ - _ SERVICE TRAY SERVICC 6"STEELPIPEBOLLARO4DOW SILL +2.10' _ - - WI PLASTIC SLEEVES STONEVENEER O 4 .SOUTHWESTELEVATION- DRIVE-THRU WINDOW SCALE: 114" = V-G" PRE -FINISHED PARAPET CAP FLASHING, COLOR TO MI *10.PARAPET3 - . 24'-0 SIDING SYSTEM C FLASHIN PARAPET PRE -FINISHED PARAPET 1Q COLORT MATG. COLORT FLASHING. MAT COLOR TO MATCH COLOR TO MATCH �T.D, PARAPET2 Q C O � a, ° 3 LIGHTEDSIGN, INSTALLEDBYSIGN-- - --- .- ° CON TRACTOR. CGORD. W/ c _ S ELECTRICAL)-BO%AND BLOCKING o ° REQUIREMENT$ E`o `w BIDING SYSTEM - 14- O u FRAMEDAWNING- F{�— c g w/STANDING METAL R00F PRE -FINISHED PARAPET ° e CAP FLASHING, &AWNINGSOFFIT COLOR TO MATCH i PARAPET 1 CD 3 Ut/t FRAMED AWNING BOAWNING/ -_ w,' ANDING METAL ROOF .. , _-_-_ . _ _ _ _ _ BAWNING BOFFIT m ° m u L4 UGHTFIXTURE, I _�OPY SOFFT B4O. FIXTURES - - - - ----- - -- --�- _- CANOPY COLUMNS 6 DOWNSPOUTS TO STORM DRAIN - - d: STONEVENEER LED BACKLIT i - ..��,,.µµll MENU BOARD, TVP. j - - ---j O -3 2 I� _ __.-__ _ ❑❑❑. DOWNSPOUTS TO STORE - STORM GRAIN VICE •� - - - - -- VwINDOWSILL+2'd0" STONE VENEEO 3 - - - rc � 00 �� m �SEAJSLE j j OOIItlREb [IMDPY=i¢ I TO. SLAB 12A' f` 2 ' •,NORTHEAST ELEVATION - WALK-UP WINDOW •lY SCALE; 114" = 1'-0" GAS METER $T C, SLAB 0-0 o_vAIS E 0-F ,I,T.C,. PARAPETS 24'-0- BUILDING TRANSPARENCY SUMMARY (SO. FT.) ELEVATION: AREA: REQUIRED: PROPOPGSED: 1 123 37(30%) 1 1 (33%) 2 220 66(30%) 115152%) 3 126 S6 (30%) 14 (11%) ' 4 245 147(60%) 148 TOTAL$: 714 288 318 FRAMEDAWNING Wl STANDING METAL ROOF & AWNING SOFFIT PRE -FINISHED PARAPET CAP FLASHING, COLOR TO MA:'- H CANOPY SOFFIT 5 CANOPY CDWMNS fi LIGHT FIXTURE 9'-6" B.O. FIXTURE 6 DOWNSPOUTS TO STORM DRAIN EXTERIORCOOR, PANTED PER PLAN WP RECEPTACLE WALL HYDRANT - 911 �L yQ g W � `IV'. BUILDING MATERIAL SUMMARY (SO. FT.) ELEVATION: MATERIAL I. MATERIAL 2: MATERIAL3: 1 212 215 57 2 487 47 342 3 105 343 4 397 HIS 222 TOTALS: 1096 552 964 T ��� T+� �^�i.. �r3' fN w�Nr r' f SIDING SYSTEM =- - - T I PARAPET 0 - �7-iD 1/r LIGHTED SIGN. -- - INETALLED BY SIGN CONTRACTOR, COORO. W/ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS . FRAMED AWNING w/STANDING METAL ROOF &AWNING SOFFlT� 90 AWNING/ _ $II.. CANOPY AWNING DOWNSPOUT TO STORM GRAIN ,I,STO�LREFRONT S`ILL ROOF '3 OVERFLOW 1SE MOE DOWNSPOUT T WIIJDOW SILL +2-1tl' V STEEL PIPE BOLLARD WIPLASTIC SLEEVE $T.CI. SLAB '- o-a J� CDR VEAISLE 3 NORTHWEST ELEVATION 1 SCALE: 114" = 1'-0" PRE FP NISHED PARAPET }- SIDING SYSTEM CAP FLASHING, C� = OCOLOR TO MATCH - LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COO . W/ELECTRICAL J-BOX AND BLOCKING REQUIREMENTS -1 CANOPY FASCIA j CANOPYSOFFIT 5 -i CO COLUMNS fi DOWNSPOUISTO STORM DRAIN STONEVENEER 0 OVEPALLBI,D�a,_ 25'-P 1 SOUTHEAST ELEVATION SCALE: 114" = F-O" - 11 KnowwhaPabelow. .76W Illps" U Call before you dig. a Mal 8111 �I u N V � Ea DUTCH BROS. COFFEE-CO0205 - PLANNED COMMERCIAL DEVELOPMENT A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., CITY OF WHEAT RIDGE:, COUNTY OF JEFFERSON, STATE OF COLORADO �• �j�� � ._ 7 - § — LL 5 . TRASH ENCLOSURE SIDE ELEVATION SCALE: IM' = L-0" 4 TRASH ENCLOSURE SIDE ELEVATION SCALE: 1/2'= I'-(Y' HSS GATE POST } PEDESTRIAN PAID PER PLAN j ACCESS DOOR. 1 W/ CORRUGATEOMETAL, PAINTED PER PLAN I _ r ,j- PROVIDE SIMILAR LOCKING - MECHANISM TO MAIN GATE 3 TRASH ENCLOSURE SIDE ELEVATION SCALE: 1/2" = P-0" - 6-DI HSS GATEPOST (3) nIA' STEEL PLATES FILL SCUD CONCRETE, WELDED TO METAL DECK EMBED 3'-0- INTO CONIC. FTG. W/!V8' O. r ANCHOR. PAINT PER PLAN CORRUGATED METAL al N Q O " 6' DIA, HSS GATE POST FILL SOUO w/ CONCRETE. . EMBED 3'-0" INTO CONIC. FLO. Wl518' DIA..6' ANCHOR. _ PAINTED PER PLPN _ 4I I 1 I aF li .1 — r �I f` - Y¶II �' ^? 1 IIII I If L CMU. PER PI -SOLID ORO ALL CELLSUS 1 1 ,� } T II �I pu.'I 1 ,6 :I CONIC CURB PER ML DWGS. " SET INTO CONIC. SLAB, CANE BOLT f A' NZ DIA..24'L CANE BOLT 12'DEEP 'HOLD-OPEN'TABS LATCH RODS 2 TRASH ENCLOSURE FRONT ELEVATION I SCALE: 12" = F-D" r 3'-1'x 5'-0' PEDESTRIAN ACCESS GATE. W./ W HSS POSTS. FILLED W/ CONC.. EMBED 35- INTO CONIC, PTO TRASH ENCLOSURE MATERIALS ID MATERIAL rMANUFACTURER COLOR NOTES CMU BLOCK WIUAMETLE-GRAYSTONE CHNSCOAL ""a "'AS NECESAPY CN E.MRIOS OF 3 STONE VENEER ELDDRAW STONE. CLIFF&TDNE L4RANA TRASH ENCLOSURE ONLY WALLCM E.— STONE. SNAPPED EWE WALL CAP PEWTER tAxIB.US PT-2 PAINT SHERWIN WILLIAMS 08— GRAY. ' GATES BODY GATES PTd PNNT SHERA W LUAMG BLW OB BLUE, GATE FAAME58 PORTS CMU WALLS 3 4 E f e0. TJ 56. 0. 1 U WALLS `- I METAL SOLIPID FILLED W/GONG / J F---- -- —` -- 1- CONG SLAB W/REINFORCEMENT. PER SRUCTURAL -- — — --� SIC DUMPSTER BY I I I _ __ _ _ ! 1 ! I� i l l GARBAGE SERI I I :III I I I I I l i it I PROMDER g i i l:! i II IIIII III i !IIIII I ill II III!( I I I!i!I I I I! it I a � i II II'I ,!III':II.IIIII I l illl I li.11 I I 4 II_'LII_-1 ..II it I li l i! � g ! li is Ili IIIII�:!I (IIIII I III i I',Ili'IIIII 11 I, I i_III I� 6'H.6W CONC. CURB B V2' 1 e-N CONIC. CURB - evAT AT SIDES OF TRASH ENCLOSURE. TYP. SIDES OF TRASH ENCLOSURE, TYP, PROVIDE METAL SLEEVES J Y IN CONIC. APRON FOR \ GATE CANE ANCHORS, TYP. J STEEL GATES, `- PROVIDE METAL SLEEVES W/ B. CIA. HSS IN CONIC. APRON FOR GATE POST, GATE CANE ANCHORS, TYP, FILLED W/ CONIC.; EMBED 36' INTO CONC. FTG PROVIDE METAL SLEEVES J R)4'`5'-6'STEELGATES, IN CONIC, APRON FOR / ; W/ 1" CIA. HSS GATEPOST. GATE CANE ANCHORS, TYP. FILLED W/CONC,; EMBED 36- INTO CONIC. FTG i i PROVIDE METAL SLEEVES IN CONIC. APRON FOR GATE CANEANCHORS. TYP. 2 A9.0 CONC. APRON SLAB f W/REINFORCEMENT, PER STRUCTURAL I '''TRASH ENCLOSURE PLAN J SCALE: 1/2"= V E 0 Knowwhat'sefoueyou 0 Call before you dig. DUTCH BROS. COFFEE-CO0205 - PLANNED COMMERCIAL DEVELOPMENT _ Dial 811 A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO A PART OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., CITY OF WHEAT RIDGE:, COUNTY OF JEFFERSON, STATE OF COL0RAD0 iSchedule o N Symbol I Label Quantity (Manufacturer !Catalog Number a LIGHTING INC. WPLED28-WPLE026/D10 L6 (WALLPACK)-ALED2E m ! 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E F� m ' b.o b.o b.o o.o 'b.o o.o : o.o 0.0 b.0 0.0 0.0 0.0 b.o b.o b.o b.o bs, b.o b.o o.o b.o b.o b.o o.o o.o 'b.o b.o b.0 0.0 ?a.Cc b.o b.o 0.0 b.1 b.1 o.t 0.2 b.1 0.1 0.1 0.1 b.1 0.2 0.1 " 0.1 b.1 b.0 0.0 0.0 0.1 0.1 0.1 > m o „ b.0 b.0 0.0 0.1 0.? 0.0 0.1 0.2 0.3 0.4 0.5 0.Ei 0.5 0.5 b.5 b.5 0.5 0.4 0.4 0.2 b.1 0.1 0.1 b.2 0.2 0.2 0.1 0.0 E b.0 0.o 0.1 0.1 0.2 0.2 0.2 02 b :-0.6 0 1.1 1.1 .� .._. ,0.2 b.3 0.6 0.8 b.5 0.1 0.0 0.0 --,: - 1.9 1.8 1.6 1.6 1.5 1.0 0.6 '0.4 v 0.o 0.0 0.2 0.4 0.5 0.5 0.6 7 0.9 3.8 s:2 1'p 0.2 0.2 0.1 0.0 `12 '1.2 '1.4 1.8 2.4 2.6 2.6 2.7 2.6 2.4 2.1 2.2 2.1 1.3 0.9 0.9 1,0 a 4.4 f.68.34.7 0.0 0.0 0.2 0.6 '1.1 '1.1 2.2 3.1 5(6 ' 3 0.5 '1:1 0.7 b.3 0.1 0.1 1.6 1.9 2.0: 2.0 2:2 3.2 3.6 3.4 3.6 3.6 3.2 2.8 2.9 2.5 1.7 1.4 1.6 1.71.7 6 0.a b.0 0.1 0.6 '1.3 '-3 �.. 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MU _-Y 19