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Gold's Marketplace Site Plan
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, restrictioins 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. OK26, LLC, a Colorado limited liability Company By: 26 Kipling, LLC, a Colorado limited liability company, its Manager By: QPFI-Golds, LLC a Colorado limited liability company, its Managing Member By: Name: Robert Ghiselli Title: Vice President State of Colorado ) 2"4a )SS County of) The foregoing instrument was acknowledged before me this 4tday of A.D. 2020 by Witness my hand and official seal. My comission expires YVONNE A. SPRAGUE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19934002039 MY COMMISSION EXPIRES APRIL 28, 2023 CITY CERTIFICATION Aprroved this day of 2020 by the City of Wheat Ridge ATTEST z� C mmuni vel pment Vector Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP W 27TH AVENUE Q Y Q PROJECT SITE W a iY Z l-_ o U) _Z J Q a rl Y W 26TH AVENUE SCALE: 1/128"= V-0" NORTH LEGAL DESCRIPTION: BLOCK 5, PARAMOUNT HEIGHTS, PART FIVE, EXCEPT THOSE PORTIONS CONVEYED IN BOOK 1697 PAGE 522, BOOK 2006 PAGE 384, BOOK 2043 PAGE 594, BOOK 2096 PAGE 436, BOOK 1481 PAGE 347, CORRECTED BY BOOK 1663 PAGE 578, AND, COUNTY OF JEFFERSON, STATE OF COLORADO Signage Note: Signage shown in this plan is for illustrative purposes only. Signage shall be approved through the building permit process and shall be consistent with the Wheat Ridge Code of Laws. A Master Sign Plan shall be provided as a separate application. Case History WS P-20-01 SHEET INDEX: 1 OF 9 COVER SHEET 2 OF 9 SITE PLAN 3 OF 9 UTILITY PLAN 4 OF 9 LANDSCAPE PLAN 5 OF 9 LANDSCAPE DETAILS 6 OF 9 BUILDING ELEVATIONS 7 OF 9 BUILDING ELEVATIONS 8 OF 9 SITE PHOTOMETRICS 9 OF 9 LIGHTING DETAILS Zoning - Commercial -One (C-1) Overlay: Traditional Project Summary The existing property and building include 3.56 acre of site and approximately 60,000 square foot building on the property. Proposed renovations to the site include new landscaping and sidewalks along 26th and Kipling, resurfacing the parking area, new striping, some additional walks and an enhanced patio adjacent to the existing bowling alley on the northeast side. Proposed changes to the building include new paint, new roofing and accent features on the low roofs, new architectural features, and new entry features at some locations. In addition, a new sign program will be established to include new building signage and monument signs PROJECT TEAM : PROPERTY OWNER: OK26, LLC 720 S. COLORADO, SUITE 1150N GLENDALE,CO 80246 CONTACT: DOUG WILEY TEL: (720)-281-1453 ARCHITECT: DESIGN EDGE ARCHITECTS 482 S BROADWAY, SUITE 100 DENVER, CO 80209 CONTACT: ANDY OLREE TEL: (303)260-7277 CIVIL ENGINEER: LIGHTING ENGINEER: MEP ENGINEERING INC 6402 S TROY CIRCLE CENTENNIAL, CO 80111 CONTACT: GABI TOBIN TEL: (303) 936-1633 LANDSCAPE ARCHITECT: JUMP DESIGN COMPANY 1733 SOUTH CLARKSON STREET DENVER, CO 80210-3227 CONTACT: TOM JUMP TEL: (303) 282-0463 LAND SURVEYOR: VERMILLION PEAK ENGINEERING GILLIANS LAND CONSULTANTS 1745 SHEA CENTER DRIVE, 4TH FLOOR P.O. BOX 746358 HIGHLANDS RANCH, CO 80129 ARVADA, CO 8006-6358 CONTACT: BRIAN KROMBEIN CONTACT: ROBERT HARRIS TEL: (702)402-6070 TEL: (303) 972- 6640 BUILDING MATERIAL SUMMARY: SOUTH ELEVATION - 6,125 SQ FT. BRICK: 1,516 SQ FT. 25% OF TOTAL ELEVATION TRANSPARENCY- GLASS: 1,295 SQ FT. 21 % OF TOTAL ELEVATION STUCCO: 1,047 SQ FT. 17% OF TOTAL ELEVATION METAL DOOR: 272 SQ FT. 4.5% OF TOTAL ELEVATION WOOD SIDING: 689 SQ FT. 11% OF TOTAL ELEVATION ROOF: 539 SQ FT. 9% OF TOTAL ELEVATION STONE SIDING: 163 SQ FT. 2.5% OF TOTAL ELEVATION WEST ELEVATION - 1,942 SQ FT. BRICK: 700 SQ FT. 36% OF TOTAL ELEVATION TRANSPARENCY- GLASS: 348 SQ FT. 18% OF TOTAL ELEVATION CLAY ROOF: 744 SQ FT. 38% OF TOTAL ELEVATION CONCRETE FOUNDATION: 69 SQ FT. 3.5% OF TOTAL ELEVATION NORTH ELEVATION - 9,558 SQ FT. BRICK: 4,206 SQ FT. 44% OF TOTAL ELEVATION CMU: 3,355 SQ FT. 35% OF TOTAL ELEVATION TRANSPARENCY- GLASS: 808 SQ FT. 8.5% OF TOTAL ELEVATION METAL DOOR: 516 SQ FT. 5% OF TOTAL ELEVATION EAST ELEVATION - 1,803 SQ FT. BRICK: 1,515 SQ FT. 84% OF TOTAL ELEVATION WOOD SIDING: 57 SQ FT. 3% OF TOTAL ELEVATION TRANSPARENCY- GLASS: 64 SQ FT. 3.5% OF TOTAL ELEVATION METAL DOOR: 71 SQ FT. 4% OF TOTAL ELEVATION CONCRETE FOUNDATION: 69 SQ FT. 4% OF TOTAL ELEVATION Site Data Table Total Area of Property - 154,915.48 square feet (3.56 acres) Building Lot Coverage - 29,339 square feet Floor Area by Use Restaurant Use Main Floor Level - Restaurant Use 16,500 s.f. Main Floor Level - Business/Retail Use 14,000 s.f. Lower Floor Level - Restaurant Use 16,000 s.f. Lower Floor Level- Business/Retail Use 13,000 s.f. Building Totals Note: Uses are based on a mix of current uses and projected uses for the center. Provided Building Coverage 19%/29,339 sf Open Space / Landscaping Landscape, shrubs and mulch 6% / 9,262 sf Landscape Sod .3% / 457 sf Hardscape/ Walks and Patios 12.2%/ 18,950 sf parking and drive aisles 62.5% / 96,907 sf Parking Standard - Vehicle Space 216 Accesssible 10 Total Vehicle 226 parking spaces Bicycle (5% required) 18 DESIGN architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: >--M31•19 SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 COVER SHEET SHEET 1 OF 9 CASE NUMBER: / I EXISTING FIFE HYDRANT / I ❑ � I L— O -------------------------------- SAWCUT EXISTING ASPHALT - MATCH EXISTING GRADE Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CHUCKWAGON SIGN W. 26TH AVENUE W. 27TH AVENUE ---------- -- ------------------y-------_ LEGEND PROPERTY LINE LIMITS OF RIGHT-OF-WAY EXISTING CURB & GUTTER PROPOSED 2' CATCH CURB AND GUTTER PROPOSED 1' SPILL CURB AND GUTTER LIMITS OF RIGHT-OF-WAY — — —ST— — — EXISTING STORM SEWER PROPOSED CONCRETE PAVEMENT 30 15 0 30 60 EXISTING CONCRETE PAVEMENT PROPOSED 2" ASPHALT OVERLAY SCALE: 1 " = 30' a PROPOSED STREETLIGHT I I I I II II II I II V11 1 wt WTI IL-nI I%IVVL SIGN BY OTHERS DESIGN architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: n�– VeNnpeakI-hyineerihcqivil Engineering & Land Surveying 1745 Sk— Center Drive, 4tk Floor Higkl—l. R—k, CC 50129 720-402-6070 / www.vermilionpenk.com ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 SITE PLAN SHEET 2 OF 9 CASE NUMBER: 10 Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO DESIGN architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 W. 27TH AVENUE F0 FO � FO I Q I I I CONSULTANTS: •Peak C� I\6 \ I �\ I N I I I enCivil Engineering & Land Surveying o I I I ( \ \ \ \ I I \ \ I I I } IlgHlands i� I I 9745 Sk.. Cter Drive, 4t1, Flo Randy CO 80929 or 720-402-6070EXIS/ www,vermilionpeak.cam I I 104 LF 4" 4C SANITA� Y I I I GENERATOR SERVICE ® %MIN. II I II I TO REMAIN I I I S \ I i CLEANOUT I I I I I CONNECT TO EXISTING 8m- > c� PAD -MOI u F I I �� o-1 �; 48 LF �4"I PVC SANITARY TRANSF MER RIM -68.40 w VCP SANITARY SEWER MAIN u \ Ip II INV 64.36 I u I I II I I Sk�R�IICE ® 2%1 MIN. AND CABINET Fo MAIN INV -60.29 11 I I_ I Sys- - ----- --_ I SE I ii I -------------------- ----- ---- I I II ---'-------- II - - - -+ i - -Scsi i - - -s - --Ss- � ----------- - - - --- -Sc� -S - - - - \ \ ii I � � � � _ - SS- � SERVICE NVN6129 � \ U ---As__----SS---- w I I Ski I-__ S- I- - --- € -E- E--- -E- _ I �>=T II \ o S -t I I L-- ---= -E_= _ __--_� ___ --=- - - - -- - 1 - --1 11 --- - -STS -ST II — — E T -E- _ `� —1 I— D I I LEANOUT / - - -- L - _5000 GALLON 307 LE V -PVC _SANITARY S - \ \ 1S - 1S - GREASE INTERCEPTOR - T - -S IMN68.60 - - II I I I ���� --__-- SERVICE ®1l MiN.-- - ----- __ I -- - -- - i I l \I V=65.84 RIM -68.40 / \ ---- INV IN=64.80 - --� INV=62.25 I V ----ss-_ INV OUT=64.63 mT------- - - - I a Y' CLEANOUT / \ _ _ - '- S6. NTMI'IVEST \ �� \ \PROPOSED 1 LF 4 PVC ITARY LAK - FIRE HYDRANT JA . RIM -68.70\ �\ SERVICE Q 2% M cry ------- SA ITA pl4KOOp ---- -_ GAS - - - - SAS INV=63.55 I 5000 GALLON EASEMEN �- i STRICT \ ---`-- \ -- I I Gas -.-micas INV=65.84 ,,� � � —micas— -------- ------------------ - GAS I „ - --i- -- -----� --------------- -- ---- - ---� J SERVICE 2% MIN. r------ - c,^� 45 LF 4 PVC SANITARY GAS -' - -E- - RIM -68.50 32 LF 6" PVC SANITARY I y \ r --- - --- -- -E_ -T E _ i SERVICE ®2% MIN. E - - GREASE E fi5 TERCEPTO — < �E \E----- D E INV OUT=6 40 - / E -- E----�- --=-------E----� E9 I � --- - - S i'' I D i I v - EXISTING UTILITY p i i I I 33 LF 4" PVC SANITARY P I I I LL I I I POLE TO REMAIN I E G E I Q- G E SERVICE ® 2% MIN. W TER E SEWIENT BY ES S S TWO SE�4RAY DOCUMENT ' 39 LF 4" PVC SANIT RY S REMOVE EXISTING REMOVE EXISTING I CLEANOUT (TYP.) .I / I." : �' `OI I I ►moi i'I 1 I I r EXISTING UTILITY I SERVICE ® 2% IN. 1 48 LF 4 PVC SANITARY UTILITY POLE UTILITY POLE INV -66.23 \ I c� I E POLE TO REMAINSERVICE ® 2% MIN. WAY I TWO - 1 I TWO-WAY -- 48 LF 6" PVC SANITARY I / 1 \ � 56' DELVER WATER II�� __.) I I 39 LF 4" PVC SANITARY CLEANOUT TYP.) SERVICE ®2% MIN. I - J \ / \ EAISEMENT CLEANOUT (T�'PI I I II I � INV=66.23 I I SERVICE ® 2% MIN. I INV=67.23 all II 1 I 1 D I 1 1 I I 23 LF 4" PVC SANITARI� BUILDING D 1 I 100 BUILDING C -SERVICE ®2% MIN. MAIN 3/ BUILDING A I BUILDING B I ______________ . PLUMBINGSEE PLANS 1 I O DL - PROPOSED Z COMPLETE -_________----- FIRE DEPARTMENT FIRE DEPARTMENT i \� \ ��I �o I:f:. • \ a \\ II �II (I IIIII) ►- CONNECTION CONNECTION \ OV a I •f .f'• •f i r J f f --: L1. - --•q7---TJ.----7 J f- f • \ �I I. ,� .. f L I W i ca D vl 1 � w u ,J-- - -� �± I r - PROPOSED I . \ I \ \ ff 1 N I Q_ I z PROPOSED ' I FIRELINE l wl I win FIRE HYDRANT ii I I yrs ` = F Q I I I ^EXII 1 I Vim` 1 1 11 I 1 \\\ EXISTING WATER EASEMENT BY WATER SERSTING VICE DOMESTICO BE I \� o \ �o I \ \ l US WEST SEPARATE DOCUMENT i \ I -------- - - CUT OFF R MAIN \ I . WATER EASEMENT BY I 2 TYPE K COPPER � 1 EXISTING SEPARATE DOCUMENT �� 1 I DOMESTIC WATER SERVICE 1 ' , EASEMENT I �l 0 v cDn FIRE HYDRANT PROPOSED " PROPOSED FIRE HYDRANT „ 1 I FIRELINE I I EXISTING 1 DOMESTIC I 2 TYPE K COPPER 1 I _ - WATER SERVICE TO BE _ I DOMESTIC WATER SERVICE CUT OFF AT MAIN I I� \ � I I I " �I = I -EXISTING 1" DOMESTIC I I ,F,II ❑ I I EXISTING1I WATER SERVICE TO REMAIN L `. DOMESTI CWAT/ER - - --- , \ I I • S, k ❑ . ' � • � I I SERVICE TO REMAIN I j a � r I f f - --E t - E / o — -- -- - -- ---- ----- --- -- -- - -- - — ---- ----- ---- -- _ _ - --_---E— - --- --- _ rr E E ., - .,boa :114 EXISTING --{/--W----y-W------W----- �„-V,�- c --�/-- SIV--- -W - ---W----- Q I O 12 CI _-- _- - _ METER AN CURB STOP - _---- _---- _- ,w_ " CONDUIT NO. 21 „ ----- --- _� �-W------W------W------W------�N cn c� .�_ --� _-----w_-----w_-----�/�----- -- -w - , SIV 0 -W -W „ 66 RCCP COND PROPOSED 1-1/2 WATER m N PROPOSED PROPOSED 1-1 /2" 1-1 /2 TYPE K COPPER METER IN FIRELINE VAULT FIRELINE VAULT /� W. 26TH AVENUE WATER METER DOMEST'(C WATER SERVICE 1-1STI TYPE K COPPER DOMESTIC WATER SERVICE I --w-----w------W------------W------W------W------W------w --- - -----SS------SS- ss---Scs-----SS- ----- --5�-----Scs- s --- ----------------------- ------------------------------------------------ FIRE FLOW FIRE FLOW REQUIREMENTS ARE 2,750 GPM MINIMUM @ 20 PSI RESIDUAL PRESSURE. THIS FLOW MUST BE PROVIDED FROM A MINIMUM OF 3 FIRE HYDRANTS. INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1500 GPM MINIMUM © 20 PSI RESIDUAL PRESSURE. CODE USED FOR ANALYSIS: 2012 IFC WITH AMENDMENTS BUILDING A (DAVEY'S) BUILDING C OCCUPANCY GROUP(S): A-2 OCCUPANCY GROUP(S): B AND M CONSTRUCTION TYPE(S): V -B CONSTRUCTION TYPE(S): III -B FIRE FLOW CALCULATION AREA: 9,557 SF FIRE FLOW CALCULATION AREA: 17,581 SF THIS BUILDING WILL BE FULLY SPRINKLERED AT A FUTURE DATE THIS BUILDING WILL NOT BE FULLY SPRINKLERED BUILDING B BUILDING D (GROCER AND BOWLING) OCCUPANCY GROUP(S): B AND M OCCUPANCY GROUP(S): A-2 CONSTRUCTION TYPE(S): III -B CONSTRUCTION TYPE(S): III -B FIRE FLOW CALCULATION AREA: 8,494 SF FIRE FLOW CALCULATION AREA: 23,875 SF THIS BUILDING WILL NOT BE FULLY SPRINKLERED THIS BUILDING WILL BE FULLY SPRINKLERED BUILDING A FIRE FLOW REQUIREMENT = 2,750 GPM NOW / 1,375 GPM FUTURE BUILDING B FIRE FLOW REQUIREMENT = 2,000 GPM BUILDING C FIRE FLOW REQUIREMENT = 2,750 GPM BUILDING D FIRE FLOW REQUIREMENT = 1,625 GPM TOTAL REQUIRED FIRE FLOW (FIRE WALLS BETWEEN EACH BUILDING) = 2,750 GPM (3 HYDRANTS @ 400') 30 15 0 30 60 SCALE: 1 " = 30' LEGEND PROPERTY LINE PROPOSED CURB & GUTTER R.O.W. LIMITS EXISTING CURB & GUTTER ---SS---- EXISTING SANITARY SEWER - - SIV- - - - EXISTING WATERLINE GAS EXISTING GAS PIPE ---E--- EXISTING UNDERGROUND ELECTRIC - - -ST- - - EXISTING STORM SEWER D/F E GAS PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED GAS PIPE CONCRETE PAVEMENT EXISTING EASEMENT - - - - - - - - PROPOSED EASEMENT -3E0 PROPOSED STREETLIGHT ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 UTILITY PLAN SHEET 3 OF 9 CASE NUMBER: LEGEND + DECIDUOUS TREE + ORNAMENTAL TREE O DECIDUOUS SHRUB EVERGREEN SHRUB Q ORNAMENTAL GRASS PERENNIALS it i I I � 1, I I ll I 55�, b.75 CURB 4TGHT II � II I �A5 55i�I.07 CURB HRI H'7 I� I ; IN � l n II i I � l I n 2PB II l 5PB it I I 4BH _ u Oi i l i I , l I i I 3-�NDSCAPE—XFH' L 4LP BJ EXISTING DECIDUOUS TREE TO REMAIN PROPOSED ROCK MULCH PROPOSED COBBLES IRRIGATED SOD EDGER PEDESTRIAN/ STREET LIGHT I I-- ----- EXISTING TREE TO REMAIN. PRUNE & SHAPE BY PROF. - ARBORIST 3TQ 8LP I 2HL Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 37A 7S \ PLANT LIST SYM QTY. BOTANICAL NAME COMMON NAME SIZE NOTES/REMARKS DECIDUOUS TREES HO 8 Quercus 'Heritage' Heritage Oak 2.0" cal. B&B; Straight trunk HL 9 G. triacanthos inermis'Imperial' Imperial Honeylocust 2.0" cal. B&B; Straight trunk ORNAMENTAL TREES CP 1 Pyrus calleryana 'Chaticleer' Chanticleer Pear 2.0" cal. B&B; Straight trunk SE 3 Malus 'Sentinel' Sentinel Crabapple 2.0" cal. B&B; Straight trunk DECIDUOUS SHRUBS DL 52 Syringa patula 'Miss Kim' Miss Kim Dwarf Lilac 30-36" ht. #5 Container GF 35 Spiraea japonica 'Goldflame' Goldflame Spirea 15-18" ht. #5 Container LD 55 Physocarpus opufolius 'Diabolo' Little Devil Ninebark 24-30" ht. #5 Container LP 52 Ligustrum vulgare 'Lodense' Lodense Privet 24-30" ht. #5 Container PB 19 Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sandcherry 12-15" ht. #5 Container PS 18 Potentilla fruticosa davurica 'Prairie Snow' Prairie Snow Potentilla 12-15" ht. #5 Container SM 31 Philadelphus x 'Snowbelle' Snowbelle Mockorange 24-30" ht. #5 Container TB 27 Rhamnus frangula 'Columnaris' Tallhedge Buckthorn 34 ht. #5 Container TQ 29 Chaenomeles speciosa'Texas Scarlet' Texas Scarlet Quince 34 ht. #5 Container YG 15 Potentilla fruticosa 'Yellow Gem' Yellow Gem Potentilla 12-15" ht. #5 Container EVERGREEN SHRUBS BH 24 Juniperus horizontalis 'Bar Harbor' Bar Harbor Juniper 6-9" ht. #5 Container BJ 14 Juniperus sabina 'Buffalo' Buffalo Juniper 15-18" ht. #5 Container BS 13 Juniperus squamata 'Blue Star' Blue Star Juniper 18-24" ht. #5 Container Si 3 Juniperus chinensis 'Spartan' Spartan Juniper 34 ht. #5 Container WJ 5 Juniperus scopulorum 'Woodward' Woodward Juniper 34 ht. #5 Container WB 2 Pinus mugo 'White Bud' White Bud Mugo Pine 18-24" ht. #5 Container ORNAMENTAL GRASSES / PERENNIALS AJ 21 Sedum 'Autumn Joy' Autumn Joy Sedum 9-12" ht. #1 Container BA 49 Helictotrichon sempervirens Blue Avena Grass 12-15" ht. #1 Container GD 28 Hemerocallis'Stella d'Oro' Dwarf Gold Daylily 12-15" ht. #1 Container LN 20 Miscanthus sinensis 'Little Nicky' Little Nicky Maiden Grass 24-30" ht. #5 Container MF 64 Nassella tenuissima Mexican Feather Grass 9-12" ht. #1 Container MG 50 Miscanthus sinensis 'Gracillimus' Maiden Grass 24-30" ht. #5 Container VG 35 Miscanthus sinensis 'Variegatus' Variegated Maiden Grass 24-30" ht. #5 Container YC 34 Echinacea paradoxa Yellow Coneflower 12-15" ht. #1 Container ZG 23 Miscanthus sinensis 'Zebrinus' Zebra Grass 34 ht. #5 Container IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW SYMBOLICALLY ON THE PLAN AND THE PLANT, THE PLAN SYMBOLS SHALL TAKE PRECEDENCE. THE CONTRACTOR SHALL NOTIFY THE OWNER OF DISCRAPANCIES AT THE TIME OF BID. =PRol3es�\__- 6" VERTICA CURB & GU T 69.72 _ BEGIN WALL TW=70.20 BW=69.72 T11,Ir, MI nl niKir+ EXISTING ROOFTOP llllll� SIGN TO BE RENOVATED) LU w_, Z_ J U Q --- -IA . 26TH AVENUE Al 2PS \ II II n n II IrT (" A �IITA I"")V - STOP SHELTER SEE SHEET L1.1 FOR NOTES AND DETAILS PERTAINING TO THIS WORK. IVIUINUIVICIN I ...---�J------gyp Know what's below. Call before you dig. �l u 2BH NEW 30" COBBLE EDGE -STEEL EDGER ADJACENT TO SMALL ROCK MULCH AREAS 3BH _ 6YC 10 -GD I -- -- '--- - - -W - - - - - -* - - -- -- --:,. 0 10 20 40 NORTH SCALE 1" = 20' D E S I G NE D(� architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: JOC PLANNING & LANDSCAPE ARCHITECTURE Sump Design Company 1733 S. Clarkson Street Denver, Colorado 80210 303.282.0463 info@jumpdesignco.com ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 SHEET TITLE LANDSCAPE PLAN SHEET 4 OF 9 CASE NUMBER: Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CITY OF WHEAT RIDGE, STATE AND LOCAL CODES AND REGULATIONS. 2. BASE INFORMATION, SURVEY AND PROPOSED CIVIL ENGINEERING DESIGN FOR 26TH AVENUE AND KIPLING STREET PROVIDED BY VERMILLION ENGINEERING. REFER TO THE MOST CURRENT CONSTRUCTION DRAWING SET. ANY DISCREPANCIES THAT AFFECT THIS WORK MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. IF DISCREPANCIES EXIST DO NOT PROCEED WITH CONSTRUCTION ACTIVITIES WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. SUBCONTRACTORS SHALL ABIDE BY THE PROJECT'S APPROVED TRAFFIC CONTROL PLAN FOR ALL WORK ADJACENT TO PUBLIC STREETS AND IN THE PUBLIC RIGHTS-OF-WAY. WORK OPERATIONS SHALL BE PERFORMED ONLY IN ACCORDANCE WITH THE TRAFFIC CONTROL PLAN APPROVED BY THE CITY OF WHEAT RIDGE. 4. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY LOCATORS TO LOCATE ALL BURIED UTILITY LINES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL FIELD -VERIFY EXISTING LOCATIONS, GRADES, AND CONDITIONS OF ALL BURIED AND ABOVE -GROUND LINES AND STRUCTURES. DAMAGE TO UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED AT HIS OWN COST WITH NO EXPENSE TO THE OWNER. 5. FIELD -VERIFY THE LOCATION OF ALL PERTINENT EXISTING & ALREADY CONSTRUCTED SITE IMPROVEMENTS PRIOR TO BEGINNING WORK. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES FROM THE INFORMATION SHOWN ON THESE PLANS. 6. COORDINATE LOCATION OF IRRIGATION SLEEVING FOR INSTALLATION PRIOR TO PARKING AND WALK PAVING OPERATIONS. FINE GRADING / PREPARATION NOTES 8. HORTICULTURAL SOILS ANALYSIS: IN AREAS WHERE EXISTING PARKING LOT IS CONVERTED TO PLANTING AREA, CONTRACTOR IS RESPONSIBLE FOR SUBMITTING MIN. 4 SOILS SAMPLES PERFORMED BY A CREDITED, LOCAL SOIL ANALYSIS LABORATORY WITH EXPERIENCE IN LOCAL URBAN SOILS. THE ANALYSIS MUST DETERMINE ANY EXISTENCE OF POTENTIAL CHEMICAL ELEMENTS COMMONLY USED IN THE STERILIZATION OF ASPHALT PAVING AREAS WITHIN 12" OF THE SURFACE FOR SHRUBS AND 24" FOR TREE LOCATIONS. SOIL TEXTURE AND TYPE, PH BALANCE, SOIL SALINITY, ORGANIC MATTER (OM) PERCENTAGE, AND PLANT AVAILABLE NUTRIENTS. CONTAMINATED SOILS SHALL BE EXCAVATED & REMOVED AT A BID PRICE PER CUBIC YARD OF MATERIAL. 8. CIVIL CONSTRUCTION WILL LEAVE LANDSCAPE AREAS AS FOLLOWS: A. BED AREAS- APPROXIMATELY 8-10" BELOW PROPOSED FINISHED GRADE TO ALLOW FOR 4-6" TOPSOIL & SOIL AMENDMENTS AND 4" MULCH. B. TURF AREAS- APPROXIMATELY 8" BELOW PROPOSED FINISHED GRADE TO ALLOW FOR 6" TOPSOIL & SOIL AMENDMENTS AND 2" SOD. 9. CONTRACTOR SHALL RIP, SCARIFY AND ROTOTILL THE SUBGRADE ELEVATION TO 12" DEPTH PRIOR TO ADDING GROWING MEDIUM AND MULCH. 10. TOPSOIL USED IN PLANTING AREAS SHALL BE IMPORTED BY THE CONTRACTOR AND CONSIST OF FERTILE SANDY LOAM, TAKEN FROM A WELL -DRAINED SITE, FREE FROM CLAY SUB -SOILS, STONES LARGER THAN 1" IN MAXIMUM DIMENSION, LUMPS, PLANTS, STICKS, WEED STOLONS, SEEDS, SALTS IN EXCESS OF 2 MMHOS/CM. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.5. IT SHALL BE SCREENED TO MEET THE FOLLOWING MECHANICAL ANALYSIS: % PASSING 1" SCREEN 100% '/z" SCREEN 97-100% #100 MESH SIEVE 40-60% SUBMIT AN ANALYSIS FROM A REPUTABLE LABORATORY FOR BOTH EXISTING TOPSOIL AND IMPORT TOPSOIL INDICATING ITS SUITABILITY TO SUPPORT PLANT LIFE. 11. SOIL AMENDMENT SHALL BE LOW -SALTS, FULLY -MATURED ORGANIC COMPOST, CERTIFIED FREE OF PATHOGENS. PH SHALL BE 6.0 TO 7.4 WITH A MIN. OF 30% ORGANIC MATERIAL. COMPOST SHALL BE BIOCOMP-CLASS 1 BY Al ORGANICS 16350 WCR 76, EATON, CO 80615, OR APPROVED EQUAL. AMENDMENT FOR LANDSCAPE AREAS SHALL BE 5 C.Y. PER 1,000 S.F. 12. ROUGH GRADES SHALL BE REVIEWED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO FINE GRADING AND SOIL PREPARATION OPERATIONS. ENSURE POSITIVE DRAINAGE (2% MIN. FALL) THAT IS IN CONFORMANCE TO CIVIL GRADING PLANS. 13. FINE GRADE ALL LANDSCAPE AREA SUBGRADES TO +/-.10'. AREAS, SETTLED AND RAKED SMOOTH. DEBRIS, ROCK, CLODS, ETC. THAT WILL NOT PASS THROUGH TYNES OF A HAND RAKE SHALL BE REMOVED FROM THE SURFACE. LANDSCAPE AREAS SHALL BE FIRM WITHOUT DEPRESSIONS PRIOR TO PLANTING. ALL FINE GRADING MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. EDGER 14. STEEL EDGER SHALL BE 3/16" X 4" INTERLOCKING STEEL EDGER PAINTED GREEN OR BLACK. EDGER TO HAVE A ROLLED STEEL TOP FOR SAFETY. INSTALL PER MFTR'S. RECOMMENDATIONS. PLANTING NOTES 15. LAYOUT PLANT BED EDGER LINE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTING 16. PLANTS SHALL MEET THE MINIMUM STANDARDS OUTLINED IN THE "AMERICAN STANDARD FOR NURSERY STOCK" ANSI Z60.1 (2014). ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS NOT MEETING THE SET STANDARDS WILL BE REJECTED. 17. PLANT SPECIES AND LOCATIONS SHALL FOLLOW THE APPROVED PLAN. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE THE OWNER'S REPRESENTATIVE. 18. ALL PLANT MATERIAL SHALL CARRY A WARRANTY FOR A PERIOD OF NOT LESS THAN 1 YEAR AFTER ACCEPATANCE OF THE PROJECT BY THE OWNER. WARRANTY SHALL BE A ONE-TIME REPLACEMENT THAT INCLUDES PLANT MATERIAL AND LABOR COSTS. 19. PLANT QUANTITIES SHOWN SYMBOLICALLY ON THE PLAN SHALL TAKE PRECEDENT AND BE INSTALLED OVER THOSE TOTALS IN THE PLANT LIST. 20. PLANT HOLE BACKFILL SHALL BE 1/3 TOPSOIL, 1/3 COMPOSTED AMENDMENT AND 1/3 NATIVE SOIL THOROUGHLY MIXED. PAVEMENT FINISH GRADE 1" BELOW TOP OF OR CURB PAVEMENT OR CURB GRASS ADJACENT TO PAVEMENT OR CURB FINISH GRADE 1" BELOW TOP OF PAVEMENT OF CURB. PAVEMENT SPECIFIED MULCH, TAPER MULCH OR CURB DEPTH AT EDGE OF PAVEMENT. MULCH ADJACENT TO PAVEMENT & CURB TYPICAL CONSTRUCTION EDGES 1" MIN. ORNAMENTAL GRASS PLANTING NOT TO SCALE NOTES: -PRUNE ONLY DEAD OR BROKEN BRANCHES. -KEEP PLANTS MOIST & SHADED UNTIL PLANTING. -DO NOT FERTILIZE FOR AT LEAST 1 GROWING SEASON. -AMENDED BACKFILL SHALL BE 70% SOIL FROM PIT & 30% ORGANIC MATERIAL. -ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. SET PLANTS PLUMB. SPACE AS SHOWN ON PLANS - LAYOUT VARIES. FINISH GRADE OF BED TO ALLOW FOR MULCH DEPTH. PLANT ROOTBALL 2-3" ABOVE FINISH GRADE. APPLY 4" SPECIFIED MULCH. PROVIDE 3" RING FOR SHRUBS NOT IN PLANTING BED. PROVIDE SAUCER ON DOWNHILL SIDE -SLOPES. NO RING REQUIRED IN PLANTING BEDS. DEEP WATER AT PLANTING. THOROUGHLY CULTIVATE SOIL TO DEPTH OF ROOTBALL. BACKFILL W/ AMENDED SOIL MIX. SCARIFY SIDES OF PIT. ROOTBALL SHALL REST ON FIRM UNDISTURBED SOIL. CUT & REMOVE ALL BURLAP & CONTAINERS. WEED BARRIER AS SPECIFIED - ALL PLANTING BEDS. NOT TO SCALE MAINTAIN TOP OF COBBLES WALK OR AT SAME ELEVATION AS EDGER ADJACENT IMPROVEMENTS COBBLES PER PLAN WEED FABRIC WIDTH: SEE PLANS COBBLE EDGE MULCH 2" DEPTH PEA GRAVEL BASE. FILL VOIDS BETWEEN STONES. SPECIFIED MULCH DEPTH W/ WEED BARRIER ADJACENT MATERIAL PER PLAN EDGER AS APPROVED STAKES PER MFTR. SET ALL EDGING 1" ABOVE FINISH GRADE AS SHOWN. EDGING COMPACTED SUBGRADE SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR, AND FLUSH W/ GRADES OF CONCRETE. ALL JOINTS TO BE SECURELY STAKED. NOT TO SCALE 21. PLANTING BEDS SHALL BE MULCHED WITH EITHER OF THE FOLLOWING: LANDSCAPE EDGER A. 4" DEPTH CRUSHED GRANITE 1.5 TO 2" DIAMETER OVER LANDSCAPE FILTER FABRIC, 34" DEPTH. B. COBBLES SHALL BE 4-6" TAN AND BROWN RIVER COBBLE STONES. COBBLES SHALL BE PLACED ON WEED BARRIER FABRIC. INDIVIDUAL PLANTS SHALL HAVE 3-4" DEPTH SHREDDED CEDAR MULCH CIRCLE ABOVE THE PLANTING PIT. MULCH CIRCLE SHALL BE THE DIAMETER OF ROOT CONTAINER. TREES IN TURF SHALL HAVE 4' DIA. MINIMUM MULCH RINGS. MULCH SAMPLES SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT. SOD 22. SOD SHALL BE 'REVEILLE' HYBRID TEXAS/KENTUCKY BLUEGRASS (POA ARACHNIFERA X POA PRATENSIS) AND IS AVAILABLE THROUGH GRAFF'S TURF FARM, FT. MORGAN, CO. 970-867-8873. SUBSTITUTIONS WILL BE CONSIDERED PRIOR TO BIDDING. IRRIGATION 23. IRRIGATION SHALL BE IN ACCORDANCE WITH THE APPROVED IRRIGATION PLANS. THE SYSTEM SHALL BE UNDERGROUND /AUTOMATIC WITH RAIN SENSOR. TURF WILL BE WATERED BY SPRAY HEAD ZONES AND ALL NEW MULCH & ROCK PLANTING BED AREAS SHALL BE LOW VOLUME DRIP -IRRIGATED. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES. 14 GUAGE GALV. WIRE WITH 1/2" O X 18" WHITE PVC PIPE ON EACH WIRE. SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. SPECIFIED POSTS, 2 EA 6/8' HT. ALLIGN AS APPROVED. KEEP PLUMB WITH TOPS EVEN. DRIVE 12" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREESGREATER THAN 3" CAL. USE GUYS AS PER EVERGREEN TREES. WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES WITH REQUIRED WRAPPING WHEN SPECIFIED. REFER TO SPECIFICATIONS. SECURE @ TOP WITH DUCT TAPE, 0" AT TRUNK 4" DEPTH SPECIFIED MULCH AT EDGE OF RING, INSIDE 4" WATERING SAUCER. REMOVE SAUCER UPON SODDING/SEEDING IN IRRIGATED AREAS. PLANT TREE 2-4" ABOVE SURROUNDING GRADE LEVEL ON UNDISTURBED SOIL. SET TRUNK PLUMB. SPECIFIED BACKFILL MIXTURE. ADMENDMENTS AS SPECIFIED IN TOP 12" DEPTH. REMOVE ALL TWINE & WIRE FROM BALL. REMOVE WIRE BASKETS, INITIAL STABILIZING BACKFILL 1/3 DEPTH, COMPACTED. UNDISTURBED PIT BOTTOM FOR ROOT BALL BASE. DECIDUOUS TREE PLANTING NOT TO SCALE 120 GUYING DETAIL ""EAr CITY OF WHEAT RIDGE L-1301 TREE DETAIL CODE m DEPT. OF PUBLIC WORKS O ENGINEERING DIVISION DECIDUOUS TREE PLANTING COLORAO° APPROVED BY: SNN 06/07 NOTE: DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH COLORADO NURSERY ACT REQUIREMENTS. HOLD MULCH GRADE 1" BELOW EDGE OF WALK, EDGING OR CURB. CONCRETE CURB, EDGING, OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING AND MULCHING SET SHRUB AT GRADE GROWN IN CONTAINER OR GROWN IN NURSERY. SET TOP OF JUNIPER'S ROOTBALL TO FINISH GRADE OF MULCH APPLY SPECIFIED MULCH AT 3" DEPTH SCORE CONTAINER ROOTBALLS WITH ENCIRCLING ROOTS FILL PLANT PIT WITH SPECIFIED BACKFILL MIX. SEE SPECIFICATIONS FOR COMPOSITION REMOVE CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL SHRUB PLANTING NOT TO SCALE F WHEj CITY OF WHEAT RIDGE DETAIL L -A01 SHRUB CODE M DEPT. OF PUBLIC WORKS SHRUB PLANTING L ENGINEERING DIVISION cOCORPO° APPROVED BY. SNN 06!07 Know what's b@IOW. Call before you dig. DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: JAPIC PLANNING & LANDSCAPE ARCHITECTURE Jump Design Company 1733 S. Clarkson Street Denver, Colorado 80210 303.282.0463 info@jumpdesignco.com ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 SHEET TITLE LANDSCAPE DETAILS & NOTES SHEET 5 OF 9 CASE NUMBER: EXISTING TILE EXISTING SHINGLE ROOF- NO WORK ROOF- NO WORK 10 Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO EXISTING EXTERIOR NEW PAINT FINISH TO REMAIN R - NO WORK EXISTING DOOR AND EXISTING DOOR AND EXISTING BRICK- WINDOWS- NO WORK WINDOWS- NO WORK NO WORK BUILDING ELEVATION - PLAN SOUTH SCALE: I/a' = I'-0' FUTURE RTU LOCATION FUTURE RTU LOCATION FUTURE RTU LOCATION ll' � ill 11 ll. �l!ll 11 11 11 i �� i 11 '7 - �m] - j OH BUILDING ELEVATION - PLAN SOUTH SCALE: I/g' = I' -m' NOTE: ANY PLACEHOLDERS FOR SIGNAGE AND MURALS ARE NOT APPROVED AS PART OF THIS SITE PLAN REVIEW. COMPLIANCE WITH THE APPLICABLE REGULATIONS WILL BE REVIEWED THROUGH A MASTER SIGN PLAN FUTURE RTU LOCATION Oown - T SS i © ® ® O ® G G BUILDING ELEVATION - PLAN SOUTH SCALE: I/g' = I'-0' — FUTURE RTU LOCATION II O O KEYNOTE LEGEND O ALUMINUM CLAD WOOD WINDOW WITH DOUBLE PANE CLEAR LOW'E' GLAZING WITH FULL LITE WINDOW AT EXISTING OPENING. O 10'-0" WIDE x 10'-0" HIGH ALUMINUM AND GLASS OVERHEAD DOOR. © EXISTING CONCRETE BUILDING FOUNDATION. O SIGNAGE LOWERED FROM EXISTING LOCATION. EXACT SIGNAGE TO BE SUBMITTED UNDER COMPREHENSIVE SIGN PERMIT. OE CAST IN PLACE 12" WIDE CONCRETE RETAINING WALL WITH GUARDRAIL ON TOP TO MATCH ADJACENT NEW GUARDRAILS. O GUARDRAIL AT EXISTING CONCRETE WALL. © NEW DOOR, PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. �H EXISTING DOOR, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OI EXISTING EXTERIOR MASONRY, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OJ EXISTING GOLD'S GROCERY SIGN TO BE RESTORED TO "LIKE NEVV'. OK EXISTING WOOD COLUMNS AND BUTTRESSES, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OL EXISTING STUCCO, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OM EXISTING EXPOSED STEEL AT EXISTING CANOPIES, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. ON PREFINISHED GUTTER AND DOWNSPOUT. OO ROOF TOP UNITS BEHIND SCREEN WALL. OP 8" SPLIT FACE TRASH ENCLOSURE WALL WITH CONCRETE CAP. © CHAIN LINK FENCE WITH WOOD SLATS TRASH ENCLOSURE WALL. OR 4'-0" HIGH METAL ROOF SCREEN WITH 1x2 MESH AT NEW ROOFTOP HVAC EQUIPMENT. O EXISTING WINDOW- NO WORK. O EXISTING ROOF- NO WORK. O EXISTING WOOD SIDING, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. O NEW ROOF CANOPY. OW 4X4 TUBE STEEL FRAME WITH DIAGONAL BRACING. O METAL DOORS AT CMU TRASH ENCLOSURE. O METAL DOORS AT CHAIN LINK FENCE TRASH ENCLOSURE. O INVERTED U PIPE RAIL BICYCLE RACK, PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OL T.O. BUILDING D PARAPET 114'-4' 0 ® ® ® ® G G ® ® ® F GROUND LEVEL AT SE FRONT /--\ c 100'-4' LAIJ I INU VVINUUVV- NO WORK NO WORK BUILDING ELEVATION - PLAN WEST SCALE: I/g' = 1'-0' OL GROUND LEVEL AT FRONT 100'-0' I Icor: a TRASH ENCLOSURE ELEVATION 5 SCALE: 12'-0' TRASH ENCLOSURE ELEVATION SCALE: 1/4' = 1'-0' 0 D INVERTED U PIPE RAIL BICYCLE RACK PAINTED RE: SITE PLAN FOR LOCATIONS I' -$y. 0" BIKE RACK ELEVATION SCALE: 3/4' = I'-0' TRA�l��CLOSURE ELEVATIONSCALE: TRASH ENCLOSURE ELEVATION SCALE: 1/4' = 1'-0' DESIGN architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 BUILDING ELEVATIONS SHEET 6 OF 9 CASE NUMBER: Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO NEW PAINT I EXISTING EXTERIOR 4 19 .IROOF RIDC:E BUILDING FINISH TO REMAIN ' NO WORK EXISTING WOOD / - SIDING- NO WORK FEXISTING EXISTING EXISTING TILE MASONRY- WINDOWS- ROOF- NO WORK N I N I N NO WORK NO WORK MAIN PARAPET AT B AN. 4 01 EXISTING WINDOWS - NO WORK EXISTING NO WORK a o �o Q o0 0o Q o 0 0 GROUND LEVEL AT NOR1 "r LS I US I S I S I S EXISTING EXISTING TILE EXISTING -21/2 DOORS- NO WORK ROOF- NO WORK WINDOWS - NO WORK BUILDING ELEVATION -PLAN NORTH I N I N I N I N O A A O O A A O O A A O O A A O W Going Up W A 0: A� TIML0000 LCL JJJmm H �� 1 0 0 0TFFITW S I S I> I S S I U I S z BUILDING ELEVATION - PLAN NORTH O, T.O. BUILDING C0 SIDE PARAPET 114'-4' T.O. BUILDING C0 REAR ROOF EDGE 111'-4' 0 a GROUND LEVEL AT NORTH SIDE 90'-0' BUILDING ELEVATION - PLAN NORTH SCALE:/a' = I' -m' BUILDING D PARAPET 4' ,GROUND LEVEL AT EAST 90'-4' C O KEYNOTE LEGEND OA ALUMINUM CLAD WOOD WINDOW WITH DOUBLE PANE CLEAR LOW'E' GLAZING WITH FULL LITE WINDOW AT EXISTING OPENING. OB 10'-0" WIDE x 10'-0" HIGH ALUMINUM AND GLASS OVERHEAD DOOR. © EXISTING CONCRETE BUILDING FOUNDATION. O SIGNAGE LOWERED FROM EXISTING LOCATION. EXACT SIGNAGE TO BE SUBMITTED UNDER COMPREHENSIVE SIGN PERMIT. O CAST IN PLACE 12" WIDE CONCRETE RETAINING WALL WITH GUARDRAIL ON TOP TO MATCH ADJACENT NEW GUARDRAILS. O GUARDRAIL AT EXISTING CONCRETE WALL. © NEW DOOR, PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. O EXISTING DOOR, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. O EXISTING EXTERIOR MASONRY, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. O EXISTING GOLD'S GROCERY SIGN TO BE RESTORED TO "LIKE NEW". O EXISTING WOOD COLUMNS AND BUTTRESSES, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. O EXISTING STUCCO, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OM EXISTING EXPOSED STEEL AT EXISTING CANOPIES, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. ON PREFINISHED GUTTER AND DOWNSPOUT. OO ROOF TOP UNITS BEHIND SCREEN WALL. OP 8" SPLIT FACE TRASH ENCLOSURE WALL WITH CONCRETE CAP. ® CHAIN LINK FENCE WITH WOOD SLATS TRASH ENCLOSURE WALL. ® 4'-0" HIGH ROOF SCREEN AT NEW ROOFTOP HVAC EQUIPMENT. OS EXISTING WINDOW- NO WORK. OT EXISTING ROOF- NO WORK. OU EXISTING WOOD SIDING, NEW PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. OV NEW ROOF CANOPY. OW 4X4 TUBE STEEL FRAME WITH DIAGONAL BRACING. XX METAL DOORS AT CMU TRASH ENCLOSURE, O METAL DOORS AT CHAIN LINK FENCE TRASH ENCLOSURE. OZ INVERTED U PIPE RAIL BICYCLE RACK, PAINT TO BE DETERMINED BY OWNER AND ARCHITECT. NOTE: ANY PLACEHOLDERS FOR SIGNAGE AND MURALS ARE NOT APPROVED AS PART OF THIS SITE PLAN REVIEW. COMPLIANCE WITH THE APPLICABLE REGULATIONS WILL BE REVIEWED THROUGH A MASTER SIGN PLAN ----- — ----a —r O NJ L111, T F7 m W 10 GROUND LEVEL AT REAR T I I U 90 1 -4' BUILDING ELEVATION - PLAN WEST SCALE:/a' = I'-0" BUILDING ELEVATION - PLAN EAST SCALE: i/a' = 1'-0' RETAINING WALL ELEVATION - PLAN EAST SCALE: 1/2" = 1'-0' DESIGN architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS: ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 BUILDING ELEVATIONS SHEET 7 OF 9 CASE NUMBER: STATISTICS LUMINAIRE LAMPS POLE ID MANUFACTURER MODEL CATALOG NUMBER DESCRIPTION DISTRIBUTION DESCRIPTION AVERAGE MAXIMUM MINIMUM WATTS LUMENS COLOR TEMP CRI BASE HT. SHAPE 10' BEYOND PROPERTY LINE 0.1 fc 0.4 fc 0.7 fc PEDESTRIAN WALKWAY 1.9 fc 4.3 fc 0.4 fc PARKING/DRIVE LANE 1.7 fc 4.2 fc 0.4 fc FRONT PARKING 1.4 fc 2.5 fc 0.5 fc MAIN PARKING 2.2 fc 4.1 fc 1.3 fc REAR PARKING 1.4 fc 2.8 fc 0.6 fc OVERALL SITE 1.3 fc 5.2 fc 0.0 fc Gold's Marketplace Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SITE LIGHTING FIXTURE SCHEDULE LUMINAIRE LAMPS POLE ID MANUFACTURER MODEL CATALOG NUMBER DESCRIPTION DISTRIBUTION VOLTAGE MOUNTING QTY. TYPE WATTS LUMENS COLOR TEMP CRI BASE HT. SHAPE POLE HT. ANCHOR BOLTS - FURNISHED BY E/C F=11,1,11am =1 11=1 11- AA LITHONIA D -SERIES DSXO LED P2 40K T4M MVOLT AREA LUMINAIRE, SINGLE PIECE DIE-CAST TYPE IV 120 POLE MOUNT 1 LED 49 5880 4000K/70CR1 2'-6" 4" SQUARE 15'-6" SIZE 0 ALUMINUM, IP65 SEALED HOUSING, WITH AT 18'-0" TO NEMA TWIST LOCK PHOTOCELL TOP OF FIXTURE RECEPTACLES, SINGLE HEAD POLE IN BLACK FINISH BB LITHONIA D -SERIES DSXO LED P2 40K T3M MVOLT AREA LUMINAIRE, SINGLE PIECE DIE-CAST TYPE III 120 POLE MOUNT 1 LED 49 5835 4000K/70CRI 2'-6" 4" SQUARE 15'-6" SIZE 0 ALUMINUM, IP65 SEALED HOUSING, WITH AT 18'-0" TO NEMA TWIST LOCK PHOTOCELL TOP OF FIXTURE RECEPTACLES, SINGLE HEAD POLE IN BLACK FINISH CC LITHONIA D -SERIES DSXO LED P2 40K T3M MVOLT AREA LUMINAIRE, SINGLE PIECE DIE-CAST TYPE III 120 POLE MOUNT 1 LED 98 5838 4000K/70CRI 2'-6" 4" SQUARE 15'-6" SIZE 0 ALUMINUM, IP65 SEALED HOUSING, WITH AT 18'-0" TO NEMA TWIST LOCK PHOTOCELL TOP OF FIXTURE RECEPTACLES, DOUBLE HEAD POLE IN BLACK FINISH DD LITHONIA D -SERIES DSXW1 LED 10C 1000 40K T3M MVOLT WALL LUMINAIRE, TWO PIECE DIE-CAST TYPE III 120 WALL MOUNT 1 LED 38.8 3873 4000K/70CRI NA NA NA SIZE 1 ALUMINUM HOUSING IN BLACK FINISH AT 12'-0" TO TOP OF FIXTURE FF LITHONIA D -SERIES DSX1 LED 1 O 1000 40K TFTM MVOLT WALL LUMINAIRE, TWO PIECE DIE-CAST FORWARD 120 WALL MOUNT 1 LED 38.8 3945 4000K/70CRI NA NA NA SIZE 1 ALUMINUM HOUSING IN BLACK FINISH THROW AT 184" TO TOP i OF FIXTURE NOTES: 1. FIXTURES TO CONTROLLED VIA PHOTOCELL FOR ON/OFF OPERATION. FIXTURE TO TURN ON 1 HOUR BEFORE CLOSING AND REMAIN ON AFTER 1 HOUR OF OPENING, BUILDING OWNER TO SET BUILDING OPERATION HOURS. 5 N a a BB BB FF $ CC ?CC a a a BB BB BB FF FF FF FF FF DD DD DD DD *bD a a BB BB 0 CC 0 FF FF , M. 15-6" 2'-6" .m PVC STUB -OUT MIN. DEPTH PER N.E.C. OR SPECS CONCRETE BASE BY EC WITH 4 #4 REBAR #4 TIES 12" O.C. DIRT BETWEEN �— #6 BARE CU COILED GROUND WIRE 24" TYPE 'AA', 'BB' & 'CC' - POLE BASE DIAGRAM NOT TO SCALE a BB a BB N PHOTOMETRIC SITE PLAN SCALE: V=30' -O" -FF FF 000 CC BB G+ DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS. MEP PROJECT #19536 DESIGNED BY: CHECKED BY: ENGINEERING INC. CLIENT CENTRIC CONSULTING 6402 S. Troy Circle, Suite 100 (W) 303.936.1633 Centennial, CO 80111 (F) 303.934.3299 info@mep-eng.com www.mep-eng.com ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 SITE PHOTOMETRIC SHEET 8 OF 9 CASE NUMBER: OHANDHOLE COVER �— BASE COVER 3/4" MIN. CHAMFER ANCHOR BOLTS - FURNISHED BY E/C F=11,1,11am =1 11=1 11- PVC STUB -OUT MIN. DEPTH PER N.E.C. OR SPECS CONCRETE BASE BY EC WITH 4 #4 REBAR #4 TIES 12" O.C. DIRT BETWEEN �— #6 BARE CU COILED GROUND WIRE 24" TYPE 'AA', 'BB' & 'CC' - POLE BASE DIAGRAM NOT TO SCALE a BB a BB N PHOTOMETRIC SITE PLAN SCALE: V=30' -O" -FF FF 000 CC BB G+ DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 CONSULTANTS. MEP PROJECT #19536 DESIGNED BY: CHECKED BY: ENGINEERING INC. CLIENT CENTRIC CONSULTING 6402 S. Troy Circle, Suite 100 (W) 303.936.1633 Centennial, CO 80111 (F) 303.934.3299 info@mep-eng.com www.mep-eng.com ISSUED: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 SITE PHOTOMETRIC SHEET 8 OF 9 CASE NUMBER: Site Plan LOCATED IN THE SE 1/4 OF SECTION 28, T. 3 S., R. 69 W., 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO D -Series Size 0 Lt LED Area Luminaire F� A j capable options Indlcalea 4�• 1yy tfiss odor ba:kground EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD 155 p::,, .-:,„s ( } I y a Shipped included dr'series - Introduction SPA rP*moisntmg 15W iypeVwidp The modern styling of the D -Series is striking Specificationsyet BLC U;*,i•tht-- !` unobtrusive - making a bold, progressive WBA Wall bracket _- - - statement even as it blends seamlessly with EPA- WO Right comer cutoff its environment. The D -Series distills the benefits RPUTABA. Routs pole uriff%,al mounting adapm, I;." of the latest in LED technology into a high Length: Natural SUm4xlm performance, high efficacy, long -life luminaire. The Width: - outstanding photometric performance results in (sPF(IN fimsh) phosphor sites with excellent uniformity, greater pole spacing Height,: — L� _ and lower power density. It is ideal for replacing up Height,: Hr i Ht to 40OW metal halide with typical energy savings Doublefw(208,140,480YI' DWHXD of 7090 and expected service life of over Weight (max): w 100,000 hours. A j capable options Indlcalea 4�• 1yy tfiss odor ba:kground EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD 155 p::,, .-:,„s MVOLT Shipped included TSM FiKVmedium 120' SPA rP*moisntmg 15W iypeVwidp 208' RGA Round polemceanttnq BLC U;*,i•tht-- !` 140 WBA Wall bracket LOCO Lr -t' , _ r i ..,:or 277' SPUNIBA Scare pDie universal mount no adaptor WO Right comer cutoff 347' ` RPUTABA. Routs pole uriff%,al mounting adapm, SF 4801, Shipped separately Natural SUm4xlm AMBPC KMAIs DDBXD U fd.a.I atm mounlmp bracket adaptor erjines)' heo' arrsblccinr x" nsrx mabled at ,f. (sPF(IN fimsh) Shipped installed PSR i ytrloa;, riott.m+ar !tie if se!,e,. G : Inc,ilntn Shipped installed DDBXD b3rk.:rranc NLTAIR2 r-Lnl'U A.iR generation 2 mablo : 'one neghL amt#. -ars wso, i t *g at 51c H; louse -side shidd' DOW Black PIRHN Netimli, highilow mit ocilambetnsensot" PIRH Hlghilow, molionlambierit icr5g,,15-i0'irvurflnu t SF angleh3Y?1120,277. 347V?' ONIUt4 Natural SUm4xlm AMBPC Ami:er erjines)' heo' arrsblccinr x" nsrx mabled at ,f. BOW S' ac- phosphor W motionramwta light s roar <;S' mte tu' TFTM PER NEMAty,est-latreceptacle onlylconlrol)fdetedeparam}' PIRIFC3V HighAaw,morron7amhfertrenszx3.15mwntrg DF Doublefw(208,140,480YI' DWHXD Nhne PERS Fw-pir,weptadeody(ca"ordered mrat^1'" Motolamblert sensor, 8-15' mounting hr ghr, ' IegItt.amxentsersorenAtedatIlic 190 Left rotated optics DDBTXD Texru"630bronze PER7 Seven -pm It!ceptade only ( tint iatwe) Icamrrlal ordered PIRHiF(3V Highetow, mowniambient ww,,1r30' mouramq R90 Rghl rotated optics ' DBLBXD TextbiN black Sepaate) +'.rz hex ht, alr,Sient sorsa enab[ d at i i; ' OD! tJif(used drop 1ens ONATXD textured utural DMG 0-1OV dimming extend out tact of nmN for extertial control " FAO Field adlusrabre ourpd! ' Shipped SPpdtdtQhr aluminon EL(W (Ionitol ordered ;eNrjtF1 65 "d !'pie' DWHGXD Textmwhite EGS f di. rfal glue shied l L One L;thonia way • Conyers. Georgia ;iW 1 J • Phone 1-S0D-705-!%ERV (7378) L/a9Hr//VC Ci 2411 2019 Acuity Brands Lighunq, :n� All rights nerved �r COMMERCIAL OUTDOOR TYPE AA, BB & CC SCALE: NONE DSx4aiD Rev 121119/19 Pay". I of 8 drtseries Specifications Width: 1 Weight: 12 lbs Depth: 1 D" Height: 6 3,/8" 1 D -Series Size 1 LED Wall Luminaire Tact% Introduction The D -Series Wall luminaire is a stylish, fully Back Box (BBW, ELCW) integrated LED solution for building -mount Width: 13 3!4" BBW 5 bs applications. It features a sleek, modern design Weight: ,.. Weig10 ib� and Is carefully engineered to provide long-lasting; Depth` ELcW weight: energy-efficient lighting with a variety of optical Height, and control options for customized performance. With an expected service life of over 20 years of W nighttime use and up to 74°%o in energy savings over comparable 25OW metal halide luminaires, ® the D -Series Wall is a reliable, low -maintenance rr,r Y4" NPT Side -^t y lighting solution that produces sites that are c�no�rt B3VY cnlvy exceptionally illuminated. EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD DSXW1 LED Shipped separately' DDBXD , , raor i' DWI) ;aro;,on^ DWHGXD iextomwha° MY01 i Shipped included WINI LED ' LOC Li LEDs 350 j)(11111A 30K J.ai K 'one 530 530 mA 40K 4000 K er,gmel 206 «"" '' iq DMG 20C 20 LEDs 100 700 MA SOK SCtOD K. Itwo 1000 1000mACA) AMBPC Ami:er erjines)' 277' BOW S' ac- phosphor W motionramwta light s roar <;S' mte tu' TFTM FotiorlThraw rtmrerted 12S Shipped separately' DDBXD , , raor i' DWI) ;aro;,on^ DWHGXD iextomwha° MY01 i Shipped included Shkpped installed T2M HS House side wld' 120 L,.If .,. PE Ptvorrm"MCcol.button;y ° T35 206 «"" '' iq DMG 0-1(h' diremitlg wires puled outside fixture (for 13M Type til Mtdium 740 ` bracket 5 Back box ships usstalled on fixture. Cannot be field instal Cannot be oiderea as an ac:ewory use with an extemal clxttrol, ordered separately) 14M Not IV Medium 277' BOW S' ac- PIR W motionramwta light s roar <;S' mte tu' TFTM FotiorlThraw 341'' mor''"" bxkbox PIRH 11VJ motiavam writ light sensor, t5.30'might' 11 Also available as a separate accessoey: see Accessories information Medium 480 ° ` Icor rcrndur PIRiFC3V Motolamblert sensor, 8-15' mounting hr ghr, ' sa 2013-2019 Acu,ty Brands L,ghnng, enc Asl nohts reserved Rev I.. - COMMERCIAL OUTDOOR a=nbiehi sensor enabled di lh rv1�,i PIRNIFOV MotrGUambi"tsensor• 15 30 motimmgheight, ambient sefisar enabled at 1f; ' EL(W Fmergerstvbatierybackupe linundesextema com nPrIt enclosure), (A? tie 20 Nwom l, Shipped installed Shipped separately' DDBXD , , raor i' DWI) ;aro;,on^ DWHGXD iextomwha° SF Ingle tust ;120, 277q-.4 '': BSN :! A- or nr ni ;pike DBLXD 'ccs DDBTXD Imuted Bark bron& DSSTXD lr-ou" iaaosicirt DF Double fuse(20B.24t:o,i ?: WG ';Mreauaid DNAXO r ,: DBLBXO lextoiedbla(k HS House side wld' VG Vandal glair, DWHXO eit1- ONATXD Textured issuralatumrnum SPD Smafate surge protemor DOL Diffused dtn2 rns Accessories MOTES I 2:C 1000 is not avalabie mth PIR, NRH. PERI FCW or PIR -1, L3', U,J--•f and &hog c'.i se o—auev 2 MVOLT driver operates N any line voltage from 120.277V (50160 Hz). DSXylHS U WnEt•sr3! #rr-Id lune 3 S:ngle !use tSPi requves 120, 277 ar 347 vantage option D—ble fuse 101`1requires 208, 24C or 480 vnitsge option per IMM ; 4 Only availabla with 20C. 700mA or 1000mA. Not available with PIR or PIRH 5 Back box ships usstalled on fixture. Cannot be field instal Cannot be oiderea as an ac:ewory asswasw u aim -dew n pins 6 Pholxcntrol 1M reci—es 120, 208, 240, 277 v 347 voltage opl a Net w.abfe wilh ent ' qhl senaarz iPIR or PIRH; OVillrwG U 7 Refemrce Moaoo Sensor table on page 3 OSAivtvGU vsxLlgaadawmary 8 Cold weather i -20C, rated Not compatble with conduit entry applications Not available with BBw mourning option Not available with `using Not available with 347 or 488, voltage c -v xis Emergency c nsooneris located ,n back box hous:"9 Emerge^"y mode IES f,ss located on product page a 9 Not evadable with SPD 1n Not available with Eicw 11 Also available as a separate accessoey: see Accessories information t 2 Nm available with EI -CW LlrHO/VlA j One L,€horns t Way • Conyers. Georgia 30012 • phone -8W-705-7318 • D51tA! LL_ c1chrr11Vc sa 2013-2019 Acu,ty Brands L,ghnng, enc Asl nohts reserved Rev I.. - COMMERCIAL OUTDOOR TYPE DD & FF SCALE: NONE DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE' (719) 667-1972 CONSULTANTS: MEP PROJECT #19536 DESIGNED BY: CHECKED BY: IJJUt.U: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 LIGHTING CUTSHEETS L;ASt NUMULK: ENGINEERING INC. CLIENT CENTRIC CONSULTING 6402 S. Troy Circle, Suite 100 (W) 303.936.163 Centennial, CO 80111 (F) 303.934.329 info@mep-eng.com www.mep-eng.cor IJJUt.U: SDP SUBMITTAL 01-24-2020 SDP 2nd SUBMITTAL 03-18-2020 LIGHTING CUTSHEETS L;ASt NUMULK: