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MBA 2017-0002 to SDP 2002-728 Walmart Online Grocery Pickup (06.01.2017)ta Qa� GENT of ibc DEiSEIRT -- June 1, 2017 Ms. Brittany M. Lance 11 E Madison St. Suite 300 Chicago, IL 60602 SUBJECT: MODIFICATION BY APPLICANT 2017-0002 WALMART ONLINE GROCERY PICKUP APPROVAL Dear Ms. Lance: The Design and Development Department has reviewed your request for a modification to the existing Walmart, at 79295 Highway 111, within the Centre at La Quinta shopping center. The modifications include incorporation of an online grocery pickup service at the existing Walmart with the construction of a canopy, repainting parking stalls allocated for pickup, and minor interior alterations. It has been determined that said plan modifications are minor, will not result in a significant change in the project as approved by the decision -making authority, and comply with the spirit and intent of the subject Specific Plan. Therefore, the design modification is approved, subject to the following conditions of approval: 1. This approval does not include the approval of any proposed signage. All references on the attached plans to signage will be considered under a Sign Program Amendment being processed separately. 2. The applicant shall secure building permit approval from the Building division prior to the initiation of any work. 3. The no -build legal easement for this project site, stored and on file with the Design and Development Department, shall be adhered to. Should you have questions, please contact me at 760-777-7069. Sincerely, Carlos Flores Associate Planner 78-495 Calle Tampico La Quinta, CA 92253 760.777.7000 SHEET LIST 11 INDEX SHEET S1 SITE PLAN OGP-C3 OVERALL SITE PLAN OGP-C4 DEMOLITION PLAN OGP-05 SITE PLAN AND STRIPING PLAN OGP-C6 DETAILS E1 BUILDING ELEVATIONS F1 OVERALL FLOOR PLAN F2 ENLARGED FLOOR PLANS CITY OF LA QU I NTA PLANNING APPLICATION Walmart Store #1805 79295 US HWY 111 LA QU I NTAI CA April 11, 2017 ASSESSORS PARCEL NUMBERS 600 340 027-2 LEGAL DESCRIPTION Lot 1 PM 202/040 PM 30420 ZONING DESIGNATION REGIONAL COMMERCIAL (CR) SUBDIVISION PM 30420 EXISTING LAND USE NO CHANGE TOTAL GROSS SITE AREA 19.12 ACRES 832,867 SF TOTAL BUILDING AREA 221,694 SF 27% OF NET SITE AREA TOTAL PARKING AREA NO CHANGE TOTAL LANDSCAPING AREA NO CHANGE PARKING RATIOS REQUIRED: 5/1000 PROVIDED: 5.13/1000 ADA REQUIRED: 2% OF TOTAL ADA PROVIDED: 2.28% OF TOTAL PARKING SPACES REQUIRED: 1,109 PROVIDED: 1,138 W/O CART CORRAL ADA PARKING SPACES REQUIRED: 26 PROVIDED:26 GREATEST NUMBER OF STORIES 1 STORY 221,694 SF PER FLOOR GREATEST HEIGHT 34'-6" OCCUPANY CLASSIFICATION M, S3, A3 TYPE OF CONSTRUCTION VN (FULLY SPRINKLFRFD) Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Wa I m a r t *0*0* I 1'*%* WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 INDEX SHEET DRAWING DATE:4111117 11 74,_5" = PROPERTY BOUNDARY +i- ••••R• = PROPOSED CANOPY SITE PLAN WITH PROPERTY BOUNDARIES 1"= 5 0' PROPOSED CANOPY -74' FROM PROPERTY LINE FOR MORE INFORMATION ON SITE WORK SEE SHEETS OGP-C3 THROUGH OGP-C6 Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Wa I m a r t:': WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 SITE PLAN DRAWING DATE:4111117 S1 AIW�iria ..4p .. T f - PickUI "63- s _ —A !- .. - '0 1, PICKUP SIGNAGE SCHEDULE SIGN SIGN DESCRIPTION (SEE OGP-C6/DETAIL 7) QTY DS-L DIRECTIONAL SIGN LEFT 2 DS-S DIRECTIONAL SIGN STRAIGHT 3 DS-R DIRECTIONAL SIGN RIGHT 3 NOTE: USE BOLLARD MOUNTED SIGNS IN AREAS OF WHERE SIGN IS NOT WITHIN CURBED ISLAND OR RAISED SIDEWALK, SEE SHEET OGP-C6/DETAILS 9 AND 10. IN AREAS OF WITHIN CURBED ISLAND OR RAISED SIDEWALK, REFER TO SHEET OGP-C6/DETAILS 9 AND 11. PICKUP PAVEMENT MARKING SCHEDULE 01UN r1MYC1Y1V_114 1 IIIIMMMIlqu ul-ON Mr- 11WI.4 t.?CC wUr--4Vf U1- 1 M11-0 1 mlmu O) w I P 7DP S DPM DIRECTIONAL PAVEMENT MARKING 8 DS—L DPM-L PICKUP DIRECTIONAL PAVEMENT ARROW - LEFT 1 *' R DPM-S PICKUP DIRECTIONAL PAVEMENT ARROW - STRAIGHT 7 ■ 7 :� w' r , j ' ` + «:�' �■ DPM-R PICKUP DIRECTIONAL PAVEMENT ARROW - RIGHT 1 1 4 • ' * INCLUDES DIRECTIONAL SIGNAGE AND PAVEMENT MARKING SHOWN ON SHEET OGP-C6 # '�1 STRIPING AND SITE PLAN - ISM Ir V�j�' V•'� - - - WALMART PARKING SCHEDULE EXISTING PROPOSED GAIN/LOSS « CART CORRALS (TOTAL) 37 37 -- i s PARKING L] _ STRIPED SPACES (TOTAL) 1171 1175 +4 AT -- OCCUPIED BY CART CORRALS 37 37 .� �• WITHOUT CART CORRALS 1134 1138 +4 1340 i —1943 III Ar _ ---1 - - ^' DPM ' DPM-S Sig 71 Aft • ► r , • • - � • .. � +• ' • - �� fib. .s. x � .' • . -+ ' i - \f --,TA - . 1 _ "DPM-S - - -- _-- - -- _4 DPM-S r_ •.� DPM or rr _ •.3s�..1� _ - _ _ DPM � � �1 :� •� � • -` ... AREA OF WORD a , . . a a a o R .Walmart �... .. ; i - - WALMART SUPERCENTER #1805 F II' O a 10 C206-8GR-OR �, • - 219,622 SF a� n a ;� • o ob •i f 1r s ` DS-S • -! t - lb � oil 10 0 50 100 150 GRAPHIC SCALE IN FEET SCALE: 1 "=50' DlCj)A W � GE IJ,J V. W ~= pN WWW C Z�©2z(N w1- W W d U Q floagoWc�m O a 3uxc�Wa ow�0WWv4���CW3�CL[Y � I� 0�a�O 0oW 0�Wa <t) o=ow oW d a)wK TygQ $z0= cffdro U Ofm Un r-• z J D m z 0 U 0 F- 0 w a J a 2 /] W C! f) '0 �J w _ w uo w �`' oo0u�1 o zz W 50 O �`.J U) 0 U) w m 2 Z m O ISSUE BLOCK CHECKED BY: AJH DRAWN BY: MRJIGW PROTO SIZE: 208 LOW CAP PROTO CYCLE: 012717 DOCUMENT DATE: 03/06/17 i3,7 Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Wa I m a r t:': WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 OVERALL SITE PLAN DRAWING DATE:4/3/17 OGP-C3 ITARY SEWER MANHOLE T FIELD VERIFIED) SS SS SS SS 5S flush-vjjrb— SANITARY SEWER (NOT FIELD VERIFIED) FIaE LAME domes - I �GnC. I SS SS r� FIRE HYDRANT 1' (NOT FIELD VERIFIED,I ., SANITARY SEWER MANHOLE / (NOT FIELD VERIFIED) I r r I sS SS = SS SS FIDE LANE STRIPING w kAA / r� vv7R .............. 7 ........ ..... .. ........ ........ I I ash It 1 r C�:nr �-:�rr�r I STORM 'DRAIN (NOT FIELD VERIFIED} asphalt G cte:96.37' �p I I 94.87' STORM 'DRAIN T(NOT FIELD VERIFIED) -X-XIX Xlf XXXXI---- — p �I -onc. curb, gutter ram: I sidaw lk yp I I -X-X x X X X X X-X x-X -- r, -TIRE PROTECTION (NOT FIELD VERIFIED) I .XXXXXXX-XxxX-- I � I asphalt AREA OF WORK •X-XXXXXXXXXX-- � , I I I I / ='IAEiLE WIDTH NO —BUILD AS)EMENT AGREEMEr,1T I-X-X-XX-K% C L J I I I *X XxxXXXXXI SANITARY SEWER (NOT FIELD VERIFIED) � I •XX-XXXXXXXXX-- I I I I I WALM►�►RT SUPERCENTER # 1666 XIlXXXXX-x-�-��- -J I •_w-. T SD C206-6GR-OR 2199622 SF J LS Metal bike roc I 0 I I —cone_ ce;l 1 FF, I CiC),0ID' I I) V S SANITARY SEWER (NOT FIELD VERIFIED) �I I s �``� I ' Conc- curb I S G I I �II -- J asphalt I I �• �I �. t� VARIABLE WIDTH! NO —BUILD) EASEMENT AGREEMENT N ``—Concrete wnit I STORM DRAIN MANHOLE (NOT FIELD VERIFIED) 0 10 20 30 GRAPHIC SCALE IN FEET SCALE: 1 "=101' LEGEND PROPERTY LINE EASEMENT LINE ORIGINAL LOT LINE MONUMENT LINE SITE IMPROVEMENTS 1-FOOT CONTOUR 5-FOOT CONTOUR WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND ELECTRIC UNDERGROUND DATA/TELEPHONE LINE FENCE EXISTING ------ 10 WTF _SS_ 50 TREE SIGN IRRIGATION OR WATER VALVE FIRE HYDRANT WATER METER OR BOX �V SANITARY SEWER MANHOLE G SANITARY SEWER CLEANOUT sco STORM DRAINAGE MANHOLE GAS VALVE pd LIGHT POLE OR UTILITY POLE xr[ O- BOLLARD DEMOLITION LEGEND DEMO AND REMOVE ASPHALT PAVEMENT, FULL DEPTH - INCLUDING BASE MATERIALS. DEMO AND REMOVE CONCRETE PAVEMENT, FULL DEPTH - INCLUDING BASE MATERIALS. FULL DEPTH PAVEMENT SAWCUT AND CONFORM TO A CLEAN, NEAT EDGE. FOR P-C. CONCRETE, EXTEND SAWCUT TO NEAREST SCORE MARK. DEMO AND REMOVE EXISTING CURB AND GUTTER, INCLUDING BASE MATERIAL i(X X X X X X X - [DEMO AND REMOVE EXISTING PAVEMENT STRIPING DEMO AND REMOVE BOLLARD DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA REGULATIONS. CONTRACTOR WILL INSTALL TEMPORARY WALL, DUST BARRICADES AND CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND ASSOCIATES FROM CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. IF DISCREPANCIES ARE FOUND, CONTACT THE CONSULTANT AND WALMART CONSTRUCTION MANAGER_ 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE ALLOWED. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM CONTACT WITH CONSTRUCTION WASTE_ 6. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. 7- CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND/OR PROTECTION OF THE EXISTING ITEMS AS NOTED ON THIS PLAN. 8_ THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. 9_ CONTRACTOR IS TO DISPOSE OF ALL MATERIAL RESULTING FROM PREVIOUS AND CURRENT DEMOLITION IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR FEDERAL LAWS. 10. THE CONTRACTOR IS CAUTIONED TO LOCATE ALL EXISTING UTILITIES AND CONFLICTS_ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY CONSTRUCTION ACTIVITY IN ORDER TO FIELD VERIFY EXISTING UTILITY INFORMATION. 11. EXISTING OFF -SITE UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON RECORD DRAWINGS /AS -BUILT INFORMATION. 12_ LOCATION OF EXISTING ON -SITE UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED AND ARE SHOWN BASED ON LOCATIONS OF EXISTING VISIBLE UTILITY STRUCTURES SURVEYED IN THE FIELD. EXACT LOCATIONS OF ALL UTILITIES MUST BE LOCATED IN THE FIELD BY THE CONTRACTOR. PROTECT ALL EXISTING UTILITIES IN PLACE NOT SHOWN TO BE REMOVED_ 13. CONTRACTOR TO PROTECT EXISTING STREET LIGHTS & POSTS, TRAFFIC SIGNALS & POSTS, TRAFFIC CONTROL DEVICES, SIGNS AND UTILITY BOXES IN THE SIDEWALK; UNLESS OTHERWISE NOTED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING DEMOLITION PERMITS AS REQUIRED FROM THE CITY OF LA QUINTA, OR ANY OTHER AGENCY HAVING JURISDICTION. CONTRACTOR SHALL 'FOLLOW ALL JURISDICTIONAL AIR QUALITY AND WASTE/RECYCLING REQUIREMENTS. 15_ CONTRACTOR TO VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING UT REPORT ANY DISCREPANCIES TO THE OWNER AND ENGINEER PRIOR TO a. 7 d] O C3� U p} O [l, M LLCM — m U c M _ c0i U 5 Z '5 i {y 0—U)01-- o N�wwx�z Uj CLL7 a �oa3�aWa�m N a 01 2'0%%M7zz6ia 0_ sgw '2zj�du.�wwoa�3 i5�i Om�`'rsrs&°Y�awia =2 OCa`}S� uaY cwj tau visas F a U 0. 0 M Z w x< b 0 t- 0 I� a J C__) C:--) %] 1 � (�f 0 w �.} J w Cr W 1� _ c co W go C z 2 LLJ D0 C7 6�9 Q x X x x w m z no a ISSUE BLOCK CHECKED BY: AJH DRAWN BY: MRJIGW PROTO SIZE: 208 LOW CAP PROTO CYCLE: 012717 DOCUMENT DATE: 03106117 'l •. 1q. A da W 69670 EaP! 0 2DI 1 �rFOPC 1, o r7 CONSTRUCTION- Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Walmarte*4 f% 1 WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 DEMOLITION PLAN DRAWING DATE:4/3/17 OGP-C4 ITARY SEWER MANHOLE T FIELD VERIFIED) SS SS SS SS — 5SS 00 4 flush curler SANITARY SEWER (NOT FIELD VERIFIED) FIRE LANE STRIPING domes / conc. ___-__---_----___so� Concret SS asphalt SS ' I 18" conc. 0 WALMART SUPERCENTER #1805 C206-8GR-OR 219,622 SF Metal bike rac FF: 100.00' SANITARY SEWER (NOT FIELD VERIFIED) SITE SIGNAGE SCHEDULE SITE/PAVEMENT SIGNAGE QTY COLOR SIZE SF AREA TOTAL AREA PARKING STALL PAVEMENT GRAPHIC 10 ORANGE T-0" X Z-0" 14.0 SF 140.0 SF STALL DESIGNATION SIGNS (NUMBERED 1 TO 8) 10 ORANGE 18" X 18" 2.25 SF 22.5 SF CALL IN SIGN 10 ORANGE 18" X 8" 1.0 SF 10.0 SF LOGO SIGN 10 ORANGE 18" X 8" 1.0 SF 10.0 SF TOTAL SITE/PAVEMENT SIGNAGE 182.5 SF FIRE HYDRANT / (NOT FIELD VERIFIED 5 SANITARY SEWER MANHOLE / 1 4 (NOT FIELC M. o SS SS SS FIRE LANE STRIPING V / IWV WV / 1� �I v domed _ 00 domes i— / SD 20 4 r— o0 108" :onc. curb o y 1 1 1 Grate:98.p7' `� g I II •• II Inv.94.87' STORM DRAIN I I 1 (NOT FIELD VERIFIED) 1 � 14 1 —� 2 I 61 conc. curb, gutter 18' 1 `8c sidewalk 1 I G' CL 3' 1 TYP 0) ❑ 00 1 r } I / 14 1 aspha < s 2 U 'I it /I /I i \ I \I \I SANITARY SEWER 2 /"'OT FIELD VERIFIED)_ 41 cD S ic) 1 S S lO„ Lo S O oncrete wall 26.9' 13 r 1 15 14 1 8" MIN 12 1 I Ai8 I F 1 6 13 r 1 18, 0 u7 r_ C� STORM DRAIN (NOT FIELD VERIFIED) FIRE PROTECTION (NOT FIELD VERIFIED) VARIABLE WIDTH NO —BUILD EASEMENT AGREEMENT I onc. curb 1 1 VARIABLE WIDTH NO —BUILD 1 EASEMENT AGREEMENT ORM DRAIN MANHOLE OT FIELD VERIFIED) 0 10 20 30 GRAPHIC SCALE IN FEET SCALE: 1 "=10' DlCj)ART hi �I PROPOSED UE EXISTING PROPERTY LINE — EASEMENT LINE ————— — — — — — — ORIGINAL LOT LINE MONUMENT LINE SITE IMPROVEMENTS 1-FOOT CONTOUR 5-FOOT CONTOUR WATER LINE - SANITARY SEWER LINE - STORM DRAIN LINE GAS LINE UNDERGROUND ELECTRIC UNDERGROUND DATA/TELEPHONE LINE - FENCE TREE SIGN IRRIGATION OR WATER VALVE FIRE HYDRANT WATER METER OR BOX SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAINAGE MANHOLE GAS VALVE LIGHT POLE OR UTILITY POLE BOLLARD PAVEMENT LEGEND LEGEND 1A/TP SD n UL UT - x �4 �4 ®M Soo D4 O—� O� • STANDARD DUTY ASPHALT PAVEMENT TO MATCH EXISTING, PER SHEET OGP-C6, DETAIL 12 STANDARD DUTY CONCRETE SIDEWALK PAVEMENT TO MATCH EXISTING, 9 e PER SHEET OGP-C6, DETAIL 13 STRIPING AND SITE PLAN KEY NOTES PROPOSED WALMART PARKING STALL PER SHEET OGP-C6, DETAIL 3 & 4 PROPOSED WALMART PARKING STALL GRAPHIC PER SHEET OGP-C6, DETAILS 2, 3 AND 4 PROPOSED WALMART LOADING ZONE STRIPING/ASSOCIATE PATH PER SHEET OGP-C6, DETAIL 5 PROPOSED WALMART PICKUP DIRECTIONAL PAVEMENT ARROW PER SHEET OGP-C6, DETAIL 8. SEE SHEET OGP-C-3 FOR SITE -WIDE WAYFINDING LAYOUT. -5 PROPOSED WALMART DIRECTIONAL PAVEMENT MARKING PER SHEET OGP-C6, DETAIL 1. SEE SHEET OGP-C-3 FOR SITE -WIDE WAYFINDING LAYOUT. PROPOSED WALMART PICKUP PARKING SIGNAGE PER SHEET OGP-C6, DETAILS 3, 4, 7, 10 &11 PROPOSED WALMART DIRECTIONAL SIGNAGE PER SHEET OGP-C6, DETAILS 7 & 11. SEE SHEET OGP-C-3 FOR SITE -WIDE WAYFINDING LAYOUT. PROPOSED WALMART 6-BAY TENSILE STRENGTH CURVED FABRIC CANOPY WITH STEEL COLUMNS. SEE ARCHITECTURAL PLANS FOR DETAILS. PROPOSED WALMART "PICKUP" AND "SPARK" ILLUMINATED BUILDING SIGNAGE. SEE ARCHITECTURAL PLANS FOR DETAILS. 10 PROPOSED SIDEWALK RAMP PER SHEET OGP-C6, DETAIL 13 1 1 PROPOSED PICKUP DOOR F1 -1 12 MAINTAIN 8" MINIMUM CLEARANCE BETWEEN CANOPY AND EXISTING LIGHT POLE 13 PROPOSED 4" WIDE PAVEMENT STRIPING AT 45° ANGLE AND 36" SPACING, TRAFFIC WHITE PAINT, MINIMUM 2 COATS TO MATCH EXISTING STRIPING. 14 PROPOSED PENDANT LIGHTING. SEE ELECTRICAL PLANS FOR DETAILS. 15 PROPOSED UNDERGROUND ELECTRIC CONDUIT TRENCHING FROM CANOPY SUPPORT COLUMN TO EXISTING LIGHT POLE. SEE ELECTRICAL PLANS FOR NUMBER AND SIZE OF CONDUITS AND ROUTING DETAILS. 1 6 PROPOSED POINT CONNECTION TO EXISTING LIGHT POLE FOR UNDERGROUND ELECTRICAL CONDUIT. SEE ELECTRICAL PLANS FOR DETAILS. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST CITY OF LA QUINTA STANDARDS AND SPECIFICATIONS. 2. ANY EXISTING INFRASTRUCTURE OR SITE ITEMS (ABOVE OR BELOW GRADE, READILY VISIBLE OR NOT) OR PROPERTY DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 3. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES. WHEN CODES ARE IN CONFLICT, THE MORE STRINGENT SHALL APPLY. THE CONTRACTOR SHALL CAUSE A CURRENT COPY OF SAID CODES TO BE MAINTAINED ON SITE AT ALL TIMES. 4. ALL SIGNAGE AND PAINT MARKINGS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), OR AS OTHERWISE SPECIFIED. INSTALLATION OF SIGNS SHALL BE GOVERNED BY LOCAL CODES. 5. THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE UTILITY PROTECTION CENTER AT LEAST THREE DAYS PRIOR TO ANY SITE WORK FOR PROPER IDENTIFICATION OF EXISTING UTILITIES. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING ITEMS AND DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. SIGNAGE NOTES 1. CANOPY AND BUILDING SIGNAGE FURNISHED BY WALMART AND INSTALLED BY OTHERS. SITE DIRECTIONAL SIGN FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR., POLE FURNISHED AND INSTALLED BY G.C. PAVEMENT SIGNAGE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 2. GENERAL CONTRACTOR RESPONSIBILITIES: A. REMOVE EXISTING BUILDING SIGNAGE AS INDICATED. B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION. C. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Pickup" AND "spark" SIGNAGE. D. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. REFER TO ELECTRICAL. E. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE. F. INSTALL CHECK -IN KIOSKS & COORDINATE W/ VENDOR. G. FOR SPECIAL PROJECTS, WHEN REQUIRED BY AHJ, GENERAL CONTRACTOR IS RESPONSIBLE TO ACQUIRE SEPARATE PERMIT(S) FOR INSTALLATION OF SITE SIGNS. FOR REM PROJECTS, FOLLOW REM SIGN STANDARDS FOR PERMITS AND INSTALLATION. H. ALL SIGN PLACARDS PROVIDED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR. ALL PAINT FOR PAVEMENT MARKINGS ARE SUPPLIED BY WALMART AND PAINTED BY THE GENERAL CONTRACTOR. 3. SIGNAGE CONTRACTOR RESPONSIBILITIES: A. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE. B. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS PER SPECIFICATION SECTION 07900. C. INSTALL SIGNAGE PER DETAILS ON THIS SHEET. W co ZWW aZ°Zx W ° ��wg ZFO�zH 0 ~Zw�wWaz3 w =�LLW�� w W' w -u.w W O )O2wOU �,qW zo�w o w �oaa�awa.aW Z a~ ¢OF-OW>~HaG (n W �f�w QLLF� W LL W O 3:QQK Q O-wowZOO¢ Zc�0, F QOJ KOH- dWD DN tUOZ V oZ �W W OO(if�i F o U �xa Or HUw O u°z0¢5¢UWWD2z oOV a O M W W¢� z z co z 0 U 0 0 0 O a w C:::) O 00 0 o W U Q W I = _ <: \L 0 ono W c� 6 7 O L LU 0 0 C� CO O < x X J x W m z In 0 ISSUE BLOCK CHECKED BY: AJH DRAWN BY: MRJ/GW PROTO SIZE: 208 LOW CAP PROTO CYCLE: 012717 DOCUMENT DATE: 03/06/17 ����OFESSb 69670 ©P.0fr,30-2U1 1 OFCpllfr�� 3�1 r7 SITE AND STRIPING PLAN SHEET: OGP-05 Q M CD 6) °" STRIPING FINISH LEGEND o o o o oo� Qc��c��c�d Qc��c���d Q��c��c�d Q��c��c�� Qc��c��c�d N M LO J M U C6 M �� U White Cn M O N C6 P126 KNOCKOUT ORANGE SW#6885 M "Gusto Gold" SW 0 7' - 0" P126U KNOCKOUT ORANGE SW#6885 (URETHANE) a U � co 6904 O White P5 SAFETY YELLOW 0 "' "Gusto Gold" SW 0 O 6904 0 0 `" o D �J o "Knockout Orange" SW 0 � �tJ 6885 "Knockout Orange" SW 0 �/7 Directional Pavement Marking (Vert. Stretch) 6885 Res- e�Qd Rammed Ra0(eGyysed Reset fw d RazeLI V Cad J1 E I W 84"x42" (Plus Pickup Directional Pavement arrow, Ref 16-OGP21.1) Parking Stall Graphic 84"x24" Per 2-OGP21.0 DIRECTIONAL PAVEMENT MARKING 2 PARKING STALL GRAPHIC W W �� ��� O O �zww.-�w 3�� ozw° 9z C=�-0�W' a os��a~wo w OW'.y aW W z OHOw>O Oo¢W 8w¢KF0 1¢ HOxp ♦— �� ZN�ozz'�xz10z V 00¢ J Z w fL O H¢ Z 1 Q F¢ w pV w0mw-a-�OwO¢ m¢ zF��OH�QOwa��w Stall Designation Signs a a Z w w o 18" x 18" J( 'O 0MowWUWWQM *IN NO CASE SHALL PROPOSED CL 12' - 0" TYP CL BEGIN ? SIGNAGE OBSTRUCT ADJACENT NUMBERING AT PARKING SPACES. IF NEW STRIPING STALL CLOSEST 0" TYP - I I DTO OOR PICKUP Nockn n n 10' - 0" TYP *IN NO CASE SHALL PROPOSED y y y I y I y y �UJ �`JV"J SIGNAGE OBSTRUCT ADJACENT rV OoO D O [Pucku O PARKING SPACES. OHC n n O O i,i`��JJi ii z NTD: SIGN WILL BE MOUNTED DIRECTLY �jjjjj TO WALL W/ (4) 1/4" MASONRY H I I I ODO ���LNI�wJ LI- SCREWS AT EACH SIGN IF CANOPY J OR PARKING STALL IS WITHIN 6-0" OF BUILDING I I I z O PICKUP PARKING SIGNAGE. I I I Logo Sings (Small) Logo Signs (Large) C-) WALMART FURNISHED, I I I 18" X 8" 36" x 18" CONTACTOR INSTALLED. I I REF SITE PLAN BASE DETAILS I I I OF FACE OF CURB oDo Ilw�p ohooho I�BP.I�m� I oho I oho ISQ�p� oho I�B�m� \ / D F0HC[kRfl[P D W 12'_°" FU 0 000 / (] � 0 TYP O O W NOTES: U J 1. USE MIN. THICKNESS OF MATERIALS LISTED BELOW, THICKNESS NOTED REPRESENTS THE MIN. COMPACTED fy LIJZ('4_' PARKING SFW TALL SITE PLAN - 6 BAY THICKNESS. THICKNESS. " o w PICKUP LANE STRIPING. (�(�(�2(� d � PAINT P126 ,TYP. e�JJJ e�J e�J Q o0 C� 'C6• P . � + X AC . a 0 o x Call In Sign Directional Signs (Left / Straight / Right) Z w w 18" x 8" 18" x 24" d . Q o 0 0 + X AC . ° d O 4 PARKING STALL GRAPHIC SIGNS BY WALMART + X AB* e . d . x CENTERED BETWEEN STRIPES "TYP a ATTACHMENT TO O O O O AT ENTRANCE TO PARKING WALL OR BOLLARD BY + X AB* ������� 69 Q x STALL. G.C. J x (�7 SIGNAGE + X \\\ \\\ \\\ \\\ \\\ \\\ + x j //, //, //, //, //, COMPACTED COMPACTED \\ \\ \\ \\ \\ \\Lu N C6 SUBGRADE** \\\ \\\ \\\ \\\ \\\ \\\ SUBGRADE** //� //� //� //� //� z iv 2' °' / / / / / \ \ \ \ \ \ m in I TYP TRUCK TRAFFIC MENT (�3 PICKUP PARKING STALL DETAIL LIGHTVEHICULAR ACCESSCAREASMENT VEHIICUSTANDLAR PARKINGARD AC AREAS ISSUE BLOCK C6 * CLASS II AGGREGATE BASE (AB) MATERIAL SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS SECTION 26 PAINTED P5 �I� - AGGREGATE BASES, AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY. ('5_N ASSOCIATE PATH(6'NOT USED 4 ** MOISTURE CONDIPRIOR TO TIONEDENT TO KIAL NOT O ESSILTHAN OPPLACEMENT***, IMUM, SAND THE UPPER COMPACTED„ TO ATULEA DE95% SHALL OF MAXIMUM SCARIFIED, DRY C6 C6 DENSITY. CONTRACTOR SHALL PREPARE AND/OR REPLACE SOILS AS NECESSARY TO PROVIDE A STABLE SUBGRADE THAT IS FIRM AND NON -YIELDING UNDER THE WEIGHT OF THE COMPACTION EQUIPMENT. *** NATIVE SOILS CAN BE SUITABLE FOR USE IN GENERAL GRADING FILLS AND ENGINEERING FILLS PROVIDED THAT ARROWS SHALL BE THEY ARE LOW SWELL AND FREE OF ORGANIC AND OTHERWISE DELETERIOUS MATERIAL CONTAINING LESS THAN 3% PAINTED SHERWIN-WILLIAMS T ORGANIC CONTENT BY WEIGHT AND A PLASTICITY INDEX <12. FILL SHOULD BE PLACED IN LIFTS NO GREATER KNOCKOUT ORANGE (SW#6885) THAN 8 INCHES IN UN -COMPACTED THICKNESS. EACH SUCCESSIVE LIFT SHOULD BE FIRM AND NON -YIELDING SEE SITE PLAN GALVANIZED UNDER THE WEIGHT OF THE COMPACTION EQUIPMENT. FOR �p�,^ SQUARE TUBE + MATCH EXISTING SECTION 4'-3" TYPE OF ARROW PgdmfFi1 z U`" NTD: (RIGHT, LEFT OR 4'-3" /� Lu, SIGN WILL BE MOUNTED DIRECTLY � AHEAD) TO WALL W/ (4) 1/4" MASONRY SECOND PICKUP SIGN o `V CJ ('1 2 AC PAVEMENT SECTION SCREWS AT EACH SIGN IF CANOPY ON BACK SIDE OF C9 OR PARKIGN STALL IS WITHIN 6'-0" OF SEE REMOVABLE C6 BUILDING BOLLARD MOUNTED SQUARE l� PARKING SIGNS TUBE POST ALIGNED TO TOP RWWV§d SEE REMOVABLE �� CHECKED BY: AJH v SLOPE TOP SQUARE TUBE POST 00 v v zo v v GALVANIZED BOLT LOCATIONS PER OF CONCRETE SLOPE TOP [n n n SQUARE OF CONCRETE DRAWN BY: MRJ/GW STANDARD WITH b TUBE SPACER AS FOR GROUND PROTO SIZE: 208 LOW CAP LEVEL SIGN GROUND SURFACE 6" PROTO CYCLE: 012717 4" MOUNTING r } SLOPE TOP Z ^ Q 3500 P.S.I. P.C. 3500 P.S.I. P.C. DOWEL OF CONCRETE - O CONCRETE n J CONCRETELi ' DOCUMENT DATE: 03/06/17 N N > BASE Q BASE I FLARE EACH SIDE OF co 4'-0" 4'-0" RAMP AT 1:12 SLOPE ` CONCRETE USE 4" SCH. 40 �D r EXPOSED SLAB STEEL PIPE FILLED W/ 0 1'-0" O 1'-0" AGGREGATE PLAN VIEW ui CONCRETE WITH TOP [Q�1 w O DETECTABLE s PICKUP DIRECTIONAL PAVEMENT ARROWS U-BOLT p WARNING AREA ROUNDED AND PAINTED �J9, O TYPICAL DIRECTIONAL SIGNAGE TYPICAL PICKUP PARKING SIGNAGE FV TRAFFIC YELLOW C, o W EXISTING C6 SLOPE TOP LOCATIONS SLOPE TOP o GROUND PAVING 5/16" GR. 5 MAX. SLOPE GROUND SURFACE OF CONCRET ROUND SURFACE OF CONCRETE � SURFACE FLANGED BOLT $ /� (1' � 3500 P.S.I. P.C. 3500 P.S.I. P.C. 3500 P.S.I. P.C. 5/16" GR. 5 ; •" RELOCATE EXISTING SIGNS WHERE J J SERRATED W CONCRETE BASE : , i W CONCRETE �•; W CONCRETE BASE .e'.� _ POSSIBLE. Q Q BASE Q FLANGED NUTI— FOR NEW PEDESTRIAN CROSSING SIGN USE °�. •' MUTCO WARNING SIGNS W11-2 (TOP) AND o I o as I s IL '" W W 4 GROUND SURFACE _I W16-7P (BOTTOM) WITH A BLACK LEGEND O ` -• v O v O v ON A FLOURESCENT YELLOW -GREEN W ° : a,.. W W 4' - 0" BACKGROUND o ". , o �'_•,; o • . , s a AGGREGATE BASE w w w III= I I- REF SPEC 4'- 0" a'; y; 4' - 0" •-t PLAN VIEW PARTIAL ELEVATION ALL SIGNS SHALL COMPLY WITH U.S. • CURB RAMP SECTION DEPARTMENT OF TRANSPORTATION, � REMOVABLE SQUARE TUBE POST USE THIS DETAIL WHEN SIGN FEDERAL HIGHWAY ADMINISTRATION'S 1' - 6" 1'- 6" 1' - 6" LAYOUT PER STRIPING REQUIRED AN EXTENSION "MANUAL OF UNIFORM TRAFFIC CONTROL s .•• < e^ DETAIL/SITE PLAN DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE SIGNAGE EQ EQ WITH MANUFACTURER'S INSTRUCTIONS. TYPICAL DIRECTIONAL SIGNAGE FRONTVIEW - TYPICAL PICKUP SIDEVIEW - TYPICAL PICKUP PROVIDE CONTRASTING COLORED TEXTURED PARKING SIGNAGE PARKING SIGNAGE IMPRINT PATTERN CONCRETE FINISH, AS A DETECTABLE WARNING. REFER TO SPEC SECTION LAYOUT PER STRIPING NTD: 03300. `�QFES$/� DETAIL/SITE PLAN USE CORRECT DETAIL o N SIGNAGE EQ EQ BASEN ON SITE POST WITH SIGN(S) a REF PLAN �� V• P '�(ec� CONDITIONS ti G� RL_ y BOXED -CHANNEL h Wl G� 69670 "U"-CHANNEL POST (2 LBS/FT) CURBED ISLAND - 90° POST (2 LBS/FT) o SIGN - KING � D m NOTES: < LAP EXISTING POST z � w �P.Ofr30.2D1 USE 6" PIPE BOLLARD 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, AND NEW CHANNEL o g 'v J FILLED W/CONCRETE POST WITH SIGN(S) FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC U AS INDICATED, AND PAINTED TRAFFIC o CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST l� PROVIDE (1) LOCKING DETECTABLE C1� YELLOW ONLY WHEN � NEVER LESS THAN 9' IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. _ OFCAL�F NUT, BOLT AND WARNING AREA :• = '"% SIGN IS IN PAVED (UNLESS STOP SIGN IS USED) WASHER MIN. AT ; ` '• : • ?: `f-'' ` 1 3/ �D f-i o EACH END z_ AREA OR SIDEWALK PAINTED ENDCAP - 90° 2. GALVANIZED SQUARE TUBE CONCRETE • :t . ^':--•`"$ "'=' :%.';t,,;• ; SIGN LOCATIONS - 90' PARKING WALK EXISTING POST o POST TUBES -2"x2"x3/16"12ga i:••:"• :•<:•;� .':i�;'.. SLOPE TOP OF NOTES: y : }.";-`•: : , i�F �•• ;;-;.: ; -,;�. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. r: „ •;. CONCRETE 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL " •" `�` "'' =�' ' `_ HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES CURB -�a '-? ', ; i;V' i S`L,'r" •. DETAILS GROUND/PAVING ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga ;- •-• • _ ? : •= =' EXISTING BOLLARD AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S ' '''c' •�' ' i r SURFACE HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. ' " •'- > '-> «; Qg'`;r c":' `:< i INSTRUCTIONS. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. n."':''��- 3500 PSI PC �•;'' CONCRETE 2. GALVANIZED SQUARE TUBE THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF GROUND/PAVING '•« N EX THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. CURB RAMP PLAN -• POST TUBES - 2"x2"x3/16" 12ga EXPOSED ABOVE FINISH GRADE. •-• s POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. 1'- 6" M SIGN MOUNTING AND BASE WITH BOLLARD SIGN MOUNTING AND BASE WITHOUT BOLLARD (USE WHERE SIGN IS NOT WITHIN CURBED ISLAND OR RAISED SIDEWALK) (USE WHERE SIGN IS WITHIN CURBED ISLAND OR RAISED SIDEWALK) r9, SITE SIGN BASE 10 SIGN MOUNTING AND BOLLARD BASE 11 SIGN MOUNTING AND BASE 13 SIDEWALK RAMP 0o poQ[�ap SHEET: OGP-C6 F2 2 3 F2 F2 KEY PLAN 101 = 500-001 NORTH (1 N.IC. `' ■r ■ ` r it .s f ■ No, 5150 ■ x 4/11/17 Exp. 5/31 /17 Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Walmart I WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 OVERALL FLOOR PLAN DRAWING DATE:4111117 F1 LVT1,PROVIDED BY OWNER, INSTALLED BY f ^ oC� �_°� no F PAINT COLUMN ff4361 EPDXY PAINT TO T - 0" AFF. �(j r7 1CITIrti�."1,�Jf nF CHECKOUT FINISH PLAN 3/16" = 1'-0" CHECKOUT USED FOR CUSTOMERS TO RETRIEVE ONLINE GROCERY PICKUP ORDERS INSIDE STORE NEW DOOR LEAF AND HARDWARE PROVIDED BY OWNER AND INSTALLED BY OTHERS. REF 1-A1.02 WALL MOUNTED CARD READEF PROVIDED AND INSTALLED BY OTFIE R1) 3 PICKUP DOOR PLAN 1 /21' = 1'-011 WALL MOUNTED CARD READER. PROVIDED AND INSTALLED BY OTHERS PICKUP DOOR USED BY EMPLOYEES TO REACH CUSTOMERS PARKED IN ONLINE GROCERY PICKUP PARKING STALLS 4'-Olt A A Y IR"I TABLE AND FURNITURE, WALMART FURNISHED, GENERAL CONTRACTOR INSTALLED -nP Pn�ZJTIOK!' l(; r)F GC SHALL INSTALL OWNER FURNISHED WALL PANEL SYSTEM PER MANUFACTURERS INSTRUCTIONS. REF 9-A1.02. RELOCATE EXISTING SHELVING AS INDICATED LOCKERS, WALMART FURNISHED, GC INSTALLED AND PAINTED TO MATCH P126 SUSPENDED ORB. WALMART FURNISHED, INSTALLED BY GC. REF6-A1.02 CHECK -IN KIOSK WALMART FURNISHED. G.0 INSTALLED. REF 4-A1.02 CHECKOUT FLOOR PLAN r 3/16" = 1'-0" CHECKOUT USED FOR CUSTOMERS TO RETRIEVE ONLINE GROCERY PICKUP ORDERS INSIDE STORE REMOVE EXISTING DOOR AND HARDWARE.FRAME TO REMAIN 2 -:1 PICKUP DOOR DEMO PLAN 1 /L" = 1 1-011 PICKUP DOOR USED BY EMPLOYEES TO REACH CUSTOMERS PARKED IN ONLINE GROCERY PICKUP PARKING STALLS N.f.C. REMOVE EXISTING SHELVING . I I,\\%\ I� U I� RELOCATE EXISTING SHELVING u N.LC. CHECKOUT DEMO PLAN i 3/16" = 1'-0" CHECKOUT USED FOR CUSTOMERS TO RETRIEVE ONLINE GROCERY PICKUP ORDERS INSIDE STORE EXISTING REGISTERS TO BE REMOVED AND STORED AT PREDETERMINED AREA WITHIN THE STORE PER OWNER DIRECTION. REMOVE ALL ELECTRICAL POWER DROP POLES, CONDUIT, AND WIRING FROM J-BOX IN CEILING/STRUCTURE TO REGISTERS PER CODE COMPLIANCE. REMOVE ALL ANCHORING DEVICES AND REPAIR FLOORING AS PER NOTE 21.01 MGR STATION, PRINTER AND STAND, WALMART FURNISHED, VENDOR INSTALLED. IN:i10419:30F_1041913r101191 OMS. REF 2-A1-02 MANAGERS STATION. PICKUP STORAGE PLAN 3/16" = 1'-0" PICKUP STORAGE USED TO PREPARE GROCERIES FOR ONLINE GROCERY PICKUP ORDERS ti�,llz�li 1� No. 5150 OF '•rtrrrJi% 4/11/17 Exp. 5/31 /17 Gensler 11 East Madison Street Tel 312.456.0123 Suite 300 Fax 312.456.0124 Chicago, IL 60602 United States Email Brittany_Lance@gensler.com Wa I m a r t *0*0*I 1'*%* WAL-MART R. E. BUS. TRUST 702 SW 8th St Bentonville, AR Tel 479-273-4000 ENLARGED FLOOR PLANS DRAWING DATE:4/11/17 F2 e *. SITE PLAN - PARKING SCOPE 0' 50' 100' 200' - Note: this site plan is from 2002 and is intended to display the scope of work. Updated site drawings will come from civil team. - A: 10 stalls with canopy Walmart:;: Gensler February 14, 2017 #1805 La Quinta, CA CANOPY PERSPECTIVE - Tensile strength curved fabric 24' - 0" CANOPY ELEVATION 2' - 0118" L 20' - 0" canopy CANOPY ELEVATION 24' - 0" 24' - 0" 13'-3318" 13' - 3 318" • 9 PARKING PLAN AND CANOPY ELEVATIONS 1 3 DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION The building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, material availability or final design detailing.