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2018/04/12 Planning Commission ResolutionPLANNING COMMMISSION RESOLUTION NO. 2018-23 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND ARCHITECTURAL REVIEW FOR EXTERIOR REMODEL OF MCDONALD'S AT 1702 E. COTATI AVENUE (APN 047-500-014) WHEREAS, the applicant, Anna Doan, filed Planning Application No. PLSR17-0014 for Site Plan and Architectural Review for an exterior remodel of an existing Target commercial building, in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Applications No. PLSR17-0014 was processed in the time and manner prescribed by State and local law; WHEREAS, on April 12, 2018, the Planning Commission reviewed Planning Application No. PLSR17-0014 at which time interested persons had an opportunity to testify either in support of or opposition to the project; and, WHEREAS, at the April 12, 2018, Planning Commission meeting, upon considering all testimony and arguments, if any, of all persons desiring to be heard, the Commission considered all the facts relating to Planning Application No. PLSR17-0014. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors Considered. The Planning Commission, in approving Planning Application No. PLSR17-0014, makes the following factors, to wit: A. That the developments general appearance is compatible with existing development and enhances the surrounding neighborhood. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and facade architectural elements. No expansion or other exterior changes are proposed to the drive-through, paved parking facilities, and trash enclosure; therefore, the development would remain compatible with existing surrounding commercial development. B. That the development incorporates a variation from adjacent on-site and off-site structures in height, bulk, and area; arrangement on the parcel; openings or breaks in the facade facing the street; and/or the line and pitch of the roof. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and facade architectural elements. No expansion or other exterior changes are proposed to the commercial space, to the drive-through, paved parking facilities, and trash enclosure. The exterior modifications to the existing commercial building would not alter the height, bulk, or area of the commercial building. Therefore, this finding is not applicable. C. That the development will be located and oriented in such a manner so as to provide pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate, and avoids indiscriminate location and orientation. Criteria Satisfied. The project proposes to remodel the exterior facade with new signage and facade architectural elements. The project involves exterior modifications to an existing building and therefore there are no changes to the building orientation, height, setbacks, landscape areas, or parking on the site. The exterior modifications to the existing commercial building would not alter the pedestrian, bicycle and vehicular connections with adjacent properties. Therefore, this finding is not applicable. Section 3. Environmental Clearance. The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class lExemption under Section 15301: Existing Facility. No further action is required pertaining to environmental review. NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approve Planning Application No. PLSR17-0014 subject to the Conditions of Approval attached as Exhibit A. BE IT FURTHER RESOLVED that said action shall not be deemed final until the appeal period has expired and that the appeal period shall be ten (10) working days from the date of said action. No building permits shall be issued until the appeal period has expired, providing there are no appeals. DULY AND REGULARLY ADOPTED on this 12`x' day of April, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: �� NO ADAM4� BLA QU ABSENT: 0 ABSTAIN: 0 BO� GIUDICE HAYDON , -(i Susan Adifns, Chairperson, Rohnert Park Planning Commission Attest: ' Susan .credo, 0 e-coi-ding Secretary EXHIBIT A ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2018-23 CONDITIONS OF APPROVAL: 1702 E. COTATI AVENUE — MCDONALD'S SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the McDonald's commercial building exterior alterations project located at 1702 E. Cotati Avenue (PLSR17-0014). General Conditions 1. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. 2. The facility shall comply with any and all applicable provisions of the Rohnert Park Municipal Code (RPMC) and any state or federal agency. The violation of any condition listed herein shall constitute a nuisance and a violation of the Rohnert Park Municipal Code. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney's fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys', or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. Building Department Conditions 5. Tenant improvement permit required from the Building Department. 6. Upgrade trash enclosure to meet current City of Rohnert Park Municipal Code standards if not already compliant. 0 F GRAND WALL. �--07 +72 -Q- (V,I F T EXIST. PARAPET ELEV, +20 -0 iVIF ETnsT. ssaftEFL:41 t1.Ev ty T( EXIST SLAB FLEV +0'-C' T[ .72AND w0tL Ofi ��y v I .. t/ BRAND WALE T/ EXIST, PARAPET ELEY. +20 -0 T EXIST. PARAPET ELEV. +18 T/ EXIST. STOREFRONT _ ELEV 0F1/ EXIST SLAB _0T/ E%IST. PARAPET ,J ELEV� 18-2 V.LF. T/ E%IST. PARAPET ELEV. +76 II V.LF. AhB/ OT CANOPY LEV. +10'-R'" (V-I.F.) EXIST. STOREFRONT LEV. +9 -C V.LF. T EXIST. SLAB EI.LV. CORE STATES Front Elevation i BRAND WALL T/ EXIST. PARAPET t l -T tV.1-F.) T EXIST. PARAPET EYEV a16-0 V.1 . OP/ TREEEIS =a JI. T/ EXIST SLAB___ Rear Elevation Non-Drive-Thru Side Elevation W �mwm 101=1010 GROUP Drive-Thru Side Elevation Resolution No. 2018- 113 Approved Planning Commission Meeting Proposed McDonald's Restaurant 004-3984 1702 E. Cotati Ave. Rohnert Park, CA 7 March, 2018 Materials Legend y Stucco (Main Building) 'Cape May Cobblevlone' by Beyamin Moore Wall Accent) ■Slucco(Brand 'Iron Mounlaln' by Benjamin Macre Stucco (Mein Building) 'Chef"a Grey' by Benjamin Moore Canopy (Preflnished Metal) ❑Aluminum While Aluminum Trellis(Prefinished) F] City -S ape Framing ■Window Bloch (Windows 8 Storefronl) ■Glazing 1' Inauleled Clear Gass Metal (Coping) Lattice vo elalicn - 7o be protested and ost(irvod during palnhng an bna lu Proposed McDonald's Restaurant 004-3984 1702 E. Cotati Ave. Rohnert Park, CA 7 March, 2018 • @[SIROOM OMS) I1YP. O ly,gK RESTROOM$) EXISTING FLOOR TILES AND BASES TO BE • REMOVED. REFER TO AND DECOR DRAWINGS FOR EXTENT OF INTERIOR REMODEL • EXISTING WALL FINISHES TO BE REMOVED. REFER TO SEPARATE DECOR DRAWINGS FOR EXTENT OF INTERIOR REMODEL , - -` • EXISTING LIGHTS TO BE REMOVED, PATCH/REPAIR CEILING IN KIND, EXISTING CIRCUITRY TO REMAIN FOR NEW USE ? REMOVE ALL RESTROOM ACCESSORIES,,. U 0. PATCH/REPAIR EXISTING ADJACENT ta a WALLS AND FLOOR IN KIND • REMOVE ALL EXISTING PLUMBING FIXTURES. 1 EXISTING SANITARY PIPING BELOW SLAB TO 1 , REMAIN FOR NEW USE CONNECT VENTS. ODMESTIC WAXER PIF"G AND 14011 11 WAIER PIPING TO NEAREST EXISTING ASSOCIATED PIPING k LH R1 II tl 11 I t tl I 1 11 1 A -L JL— I I I L .1_ j L. GENERAL NOTES I. REFER TU A1.1 FOR NEW PUAN CONFIGURATION, MERRY ALL OWENLONS OF MOM- WITH AIJ 2. SEE Mi. DEMOLITION ELEVATIONS, FON EXTENT OF EXTERIOR DWOUTION 5 %qa dyt4 t1AI1NF, TMA/'% NNhWq MgiY. yE,IM:AIMM Mll11OT1S OMIIE-MNE},'B!Y[-TZAR B/V•i5. tNOPI t'AIRM, LANROi'.VE. [:i A, 01 ENSIGNS ARE TO FACE OF EINISH ANO/OR TO COLUMN REFERENCE UNES, U.N.. S. THESE DRAWINGS WERE PREPARED EASED ON INFORMATION ATTANED FROM A 511E SURVEY, CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOUOON R TOFFY THE ARCHITECT IN CARE Of DISCREPANCIES IMMEDIATELY. DEMOLITION IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING SIWJCNNAL It ROONNG SYSTEMS, AND OTUERAREAS THAT ARE ROGERON TO REMAIN INTACT. VERIFY ALL CONSTRUCTION TO BE REMOVE. THAI 15 NOT INTEGRAL. TO STRUCTURAL SNI POOR 10 .EMOUTION UNAESS NOTED 6 ALL DIMENSIONS SHOWN AS EXISTING SHOULD BE FELE VERIFIED BY CONTRACTOR PRIOR TO pMOUTION VERIFY ALL DFMOIFIDN WDRK R/ NEW CONSIRUCTIN A, INSTALLATION OPAWINCS PRIOR TO BEGINNING CONSTRUCTION T, DEYOUION CONDRACTOR TO COORDINATE h RE— ALL CONSTRUCTION DOCUMENTS N DETERMINE THE EXTENT OF DEMOLFTION WORK k BECOME FAMILIAR WITH THEMING ANY OEM THOROUGHLY BEFORE PERFORMING OU'ON WORK BY THE ACT Of STARTING OEMOUPON, THE CONTRACTOR WILL BE DEEMED TO HAVE COMPUEO WITH INE FOREGONE, TO NAVE AGCEPTEO SUCH CONOOIONS, AND TO NAVE MADE THE NECESSARY ALLOWANCES IN PREPARING HIS BID. 6 ELECTRICAL OEM MON NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL DOW"FRON NOTES I VERIFY IKSPDERN IN BE ALL FURNISHINGS.. MALWORK, UGHTING FDDURES, ETC. 10 BE REMWEO W/ OWNER, ALL TEYS 10 RE DISPOSED SHALL BE DISPOSED OF OFF-SITE AND IN AN EXPEDITIOUS MANNER, 10. ROOFING CQNTRACTOR TO FIELD NSPEC' EXISTING ROOF FOR WEATHER TIGHTNESS t PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERRICATIDN OF EA NC ROOF CONDITION AND FOR INCLUDING ANY NECLSSMY REPAIR COSTS N BID. 11, SAWCUT k REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL A PLUMBING UNES REFER TO PLUMBING, ELECTRICAL A KITCHEN O RAWNGS FOR ALL SAWCUIS k 7RENCNNG WORK REOUIRM. AL CONCRETE FLOOR WORK 10 BE FINISHED FLUSH WITH EXISTING FLUOR ODWEL NEW SLABS TO UNF11A4 W/ ,14 19111011110 24' O.C. EACH SIDE (STAGGERED). REBAR TO Cam 6• INTO {'i1FR11G SLAB M ACROSS CLO OPENING. SECURE RERAR IMO EXISTING SIDLE W/ EPDXY GROUT., REPLACE OR REPAIR ANT VAPOR BARRIERS DISTURBED DURING O1CAVAMNS, 12 CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUWED 10 MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PIVSES IX CONERPRCIION 15 PROTECT FROM DAMAGE DURING CON57RLICHON ALL EXISTING WALLS. FLOORS, CEUNCS, ETC. THAT ARE TO REMARK. CONTRACTOR TO PATCH A REPAIR ANY ONAACEU PORNONS OF THE EXISTING BUILDING AS REWIRED TO MATCH THE BISTRO ADII CONSTRUCTION M FINISHES 14 THIS PVN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND GOES NOT REJLVE PIE CONTRACTOR TO COMPLLTE THE BUILDINO MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS, NCLUDWO BUT NOT UNITED TO PLUMBING, ELECTRICAL A HVAC WORK, 15 IF CONTRACION ENCOUNTERS ANY IA]MCOUS MATERa,c DURING DEMOLITION OR CONSTRUCTION, HE SHALL IMMEOA ELY SUSPEND WORK A NDNFV RIE MCDONMDS AREA CONSTRUCTION MANAGER BEFORE PROCFENNC 16 NL DEMOLTION SNAL. BE CARRIED GOT N A SAFE MINER k IN STRICT ACCORDANCE WITH OSHA REGULATIONS, 17 THE SUB—CONTRACTOR SHALL FIELD VERIFY TIE EXTENT OF DEMOLITION THE WORK INCLUDES, PUT IS NO1 UNITED TO THE OEMOUTIOM AND REMOVAL OF ANY WALLS, COUNTERS, FURNITURE, BULKHEADS, DOORS, PLUMBING, MECFRANICAL AND ELECTRICAL NEMS INCLUDINGCONOUIS AND DUCTWORK AS SHOWN ON TUE DRAWINGS OR AS RECURRED TO COMPLETE THE INSIA"TON OF THE NEW WORK FOR A COMPLETE JOB.. 16 REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, FLUOR ORNNS. NOTED ON DRAWINGS AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES CAP, PLUG ALL AFANDONED F/RIA,Y 8 WASTE DIES, TMtGM k SEAL ALL iLOOR PENE71BAOOlE SEC MECINMCAL 6 PIIWrIo N/LRAXGS FOR OETALED DEMOLITION IN S. 1B WHEN OT UTES ARE REMOVED, CAP h SEAL A MINIMUM OF B• BELOW FINISH FLOOR OR A W/WUM 9t 6• ABOVE FINISH CEILING, D A I I II \L- I IF 1 t 11 1 1 1 I I N I I I QEMOLITIOj1( KEYN©TE5 (NOT ALL KEY NOTES MAT BE USED) REMOVE twlzm DECOR ELEMEFTS. Ntld 10 UFAR i O6 4 DECOR MRNOS FOR EKIENT OF 00910 XTMAOq OAO4CfFTa11MF'AIOR F{OOITL D VALLS IN KINDTCH/REPAIR OREMOVE EXISTING DOOR AND ALL ASSOCIATED HARDWARE OREMOVE FXISTNG MA21NO PANEL AND STOREFRONT FRAMINC 4A REMOVE EXISTING PARTIAL HEIGHT WALL AT WINDOW SILL S NS$OOAL1RAKL EXISTING TOG KMAW, NfWO IF m"m 0/ EVRAO UAW" ROBE ON PRCT'A/ ON GIIt_ ® Nim at -Oft or P 11MON ARM VMN EA•6761G 4036CM WAIL PYLON MARma, ROTA 10 ANAL ucro" «XI OWN` W RfRHWAA ONEMO•S BESryRO COI/NTLR $YSTEM OREMOVE DISMING MSCAFE COUNTER AND WALL SYSTEM OEXISTING MEND BOARDS TO BE RELOCATED; SEE AI.I k ELEM, ,CAL DYAWINGS OREMOVE EXISTING SQIS11/ 0 HEAD. REFER TO ALO FOR 10 EXIfNf of CEILING f0 W IMIN II DIISIING COLUMN 70 REMAIN. DECOR ELEMENTS TO BE REMOVED 12 UISTING COLUMN AND BREAK METAL ENCLOSURE TO REMAIN DINING NOTES • EXISTING FLOOR TILES AND BASES TO BE REMOVED, REFER TO SEPARATE DECOR DRAWINGS FOR EXTENT OF INTERIOR REMODEL • EXISTING UGHTING TO BE REMOVED. EXISTING CIRCUITRY TO REMAIN FOR NEW USE • EXISTING CEILING TILE AND GRID TO BE REMOVED. LEGEND C _ - I ZS ,,cok SOIUG'04 TO %,!Cfl wCOMM NsmTENT ucn TO BE REMovco �1 EXISTING COHSTRLICPDN l—J TO REMAW J �z ou � yMIT 4xx�4 x l N O O DOA -,7784 D1.1 DEMO PLAN 1T�n(Jlc. ��NIi7RIDGE"T— m �T/_ txlsT. rn51AA eeKeerrr,6 �T txlSiPARWLr T EkISZ. VARAry t t - r.+, 3 Y� � � _ 2T_t7XT d_'ZT..LTl_ZT.L2"l.2l_L3ZZT..ZT - .�TJ_T.r.ZT1TrG2l�Z.CL�Z` � Y V 0 U LLi r {%151. MAt+SARD 9! (X�i YA144FU r Essr.Srar+tartan � o rJExEst. Eat tVIE�_ w ON DRIVE 111RU ELEVA110N 1 --i'74 2.1 1 4 = 1 -C 00 T Exlsi a1ncE � • T Ex15T. FASCIA_ LEV.kr�7D P OPV-+-1rZrS2`�T7T7z / ® 0 EYSi V rvm 00 B/ EXIST. 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EEEVATI:INS I ,I i I I I 13-10 1/+` RESTROOMS ARE RECONFIGURED ) "O" J _g _ I` I/A• 1 PER AOA GUIOELINES. 1 I , I � k-►-, , 1 I I I 1 ; I ;, .L I I 1 I 1 I � I - 1 Z O �- - I O Ar 1 I' I ��irh��11�O)'-0 Cop" JEl+ c ^"Y6"f- l�i iJ II ALMN I I III I I - i 70 SEPARATE "RLN w:11 I I DRAWINGS FOR URN RE AND _ - V�ITC, ELEMENTS. — _ L -'_j �I ;: ISteMFR �L J / II NOTE: B OH. IS NOT IN SCOPE. KITCHEN SHOWN FOR REFERENCE ONLY SU!=%OR: PRF'F U 1 LI7 I L `•' I;wJ i STRONG -TIE t _R 'HTOA' 1 o Aebe, --. --..T s COt{L TOP RALE = STRUCTURAL MEMBER OR STL LATtRAE — SPANNING BOTTOM CHORD M a'—D` O.C. BRACING TD STRTICT CONT. 2K FIRESTOPPINC AT ABOVE '0 CEILING 4-0. O.C. _ LEVEL (TYP), 6 WOOD SND PARTITION TYPE: .•.....E T/2` GYP BD, CLG AS ALL PARTITIONS TYPE 'A' lyrj• Fru:NT SCHEDULED UNLESS NOTED OTHERWISE BOARD OR OA PLYWOOD CXUP 'A' = 2.4 tACN SCFE. 'Al'= 2.4 W/BATT INS, MATCH TTSSTM "B' = 2.6 IFSISHES "131'= 2X6 W/BATT INS BOTTOM 6' OF "C" - 2X8 "Cl.= DZPW TO BE FLOOR AS 2K8 W/BAT INS. ..CEMENT BOARD 54Y8 -001E O ALUMINUM TRELLIS 2XB WALL FASCIA ABOVE - SEE ROOF PLAN _ MIN. 1/2"STUD SPADING: le" OC ABOVE SLAB - NEW1St NEW ROCHELLE, NY 10802 CONT, PRESS TREATED � EXISTING COLUMN TO REMAIN BOTTOM PLATE y INTERIOR PARTITION DRAWINGS AND ADA. 17. ALL PLYTXa00 $IW). Or EIRE RETARDANT 7RCATED At, 3 q _ 1 —o W00D FRNAWG A2'-1 O LIP, EXm1nc ®IMINE LOT) M.V 1NIEAWR YFATMO BV OtNFRY rl IJI �JI III II ' NOTE: REFER TO UPARATE I� DECOR R*rURGS D NEW R ELEMENTS, AND DECOR ELEMENTS. cI �I m _1J III I III XISTWNXi-(IoN[tIR'I) --. --..T 1 FLOOR PLAN At. 1 4 1 0 GENERAL NOTES \J KEYNOTES (NOT ALL KEY NOTES MAY BE USED) O SELF SERVE BEVERAGE BAR, REFER TO PLUMBING DRAWINGS 1, ALL DIMENSIONS ARE TO OUTSIDE FACE OF SUBSTRATE OR UNLESS OTHERWISE NOTED (FIN =FINISHED 10, REFERENCE THE KITCHEN PUNS FOR FINAL LOCATION OF THE KITCHEN EQUIPMENT. H BRAND WALL � STOREFRONT SYSTEM; M. SEE RI EXTERIOR ELEVATIONS AJ SERIES FOR MASONRY DIMENSION). INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD. SEE EXTERIOR ELEVATIONS FOR WINDOW Y I1. GC TO COORDINATE ALL FINISHES WITH THE ACM. 12, PREPARE ALL EXPOSED SURFACES AND STRUCTURE fOR REw---FRONT ENTRY Dr & AS.1 FOR WINDOW lTR T ❑ SPAND11Et PAM (COLOR LO WTGN BASE INKLING) - SEE sP TYPES, APPLICATION OF FINISH SUBSTRATE 13, REMOVE ALL DEBRIS FROM BUILDING & SITE DISPOSE OF IN R p3,7 FOR MORES -SEE ELETM1pJlIiS (DR pwENSI0N5 2. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS ALN90ROA4CE W/ STAT[ & LOCAL COREY.D ALL WALLS NEW FRONT COUNTER BY OTHERS T1 ALUMINUM TRELLIS SYSTEM ABOVE - SEE ❑ REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED 14, PROVIDE TEMPORARY SUPPORT & BRACING AT ROOF PUN DURING DEMOLN"+OFF. 15. ALL NEW HAND SINK LOCATIONS SHALL RAVE CEMENT BOARD DI ALUMINUM CANOPY BY OTHERS, SEE A-200 & A-300 SERIES O ALUMINUM TRELLIS 2XB WALL FASCIA ABOVE - SEE ROOF PLAN FORREST PSTREE SIGN STREET, BOX 588 BACKING 413" IN HEIGHT AF.F, NEW1St NEW ROCHELLE, NY 10802 16. COORDINATE EXISTINQ AND NEW POWER PANEL LOCATIONS � EXISTING COLUMN TO REMAIN WWW.FORRESWERMASIGNS.COMWITHELECTRICAL (1300)214-8765 DRAWINGS AND ADA. 17. ALL PLYTXa00 $IW). Or EIRE RETARDANT 7RCATED ❑ WALL TILE C0011111111*IE WITH THE MCOONALD'S AREA 1 MAXIMOCCUPANCYLOCA CODE ROVIDECE ENT BOARD BACKING AT NEW WALL B PROVIDE DT CONSTRUCTION MAWNR FOR FINISHES. SFURNISHED AND INSTALLED BY GENERAL BEHIND' YET RAGE BAR. FLOOR LINE - CHANGE IN MATERIAL 4. ALL FRAMING LUMBER (SILL PLATES) IN CONTACT WITH CONCRETE SLID SHALL BE PRESSURE TREATED IN ORDERING KIOSK COORDINATE THE EXACT LOCATION WITH THE ACCORDANCE WITH IBC 5. ADJUST ALL PEDESTRIAN ENTRY/EXIT DOOR CLOSERS N A K McDONALD'S AREA CONSTRUCTION MANAGER. REFERENCE THE MATWOM OF 51bs. OPENWO/CLOSING FORCE. IN ADDITION, KIOSK AND PJCK GUIDELINES ON SHEET ON1.0 I MTK3 NUMBER OF KIOSKS CLOSING TIMEOF 5 T CL AOCO US DEGREESTOA GR F NOT SES FROM ACHIEVABLE, REPLACE DOOR CLOSER GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL e. HUNG EOUIPMENT, SHELVES, ETC, FOR PROPER INSTALLATION HEIGHTS 1. ALL KITCHEN EQUIPMENT IS EXISTING TO REMAN UNLESS NOTED OTHERWISE. 5. ALL HAND SINKS, VEGETABLE AND 3 COMP SINK ARE EXISTING TO REMAIN U,N.O. R. GC TO COORDINATE THE REMOVAL AND RELOCATION OF THE KITCHEN EQUIPMENT WITH THE KES AND ACM, LEGEND \\OZDOOR PARTITION TYPE TAG SEE 2/A1.1 TAG - SEE DOOR & \J HARDWARE SCHEDULE ON A5.1 O KEY NOTE _ WOOD/METAL FRAMING EXISTING CONSTRUCIION W � �� a S J I 0 En CL ELI oe Or0 CGOyR' OW—"& ETT A1.1 FLOOR PLAN lLEV� +w-- `''fGllj- 0-1 ON 1 {KKi. PARAPEt kL t/ rxld;l SIOREFRO ELrv. List i, EXIST. ' SI AB -o` 1 MRFKI O INAt [iL- (VI -F.) 1 EXISt. PARK' I r EKST PAWPLT t J. 1RELUT— B 5 + G diT)" T IXI 7. STAB EIEv, +0 -0• T- _ C. "1-4.4 EO t IJ 11011 luu 1.1 L 1 A C 11 G - I u u L. IT ELEVATION 1 -0 9 TO GONERM COLOR SCHEME WITH PROJECT MANAGER AND lEDP1 SUBMISSIDN COLOR RENDERWG PRIOR TO CONSTRUCTION SEE N SHEET FOR CONTACT INFO aDSTT mo AND Drs COMMOL JpINrs INSTALLED PNC YNRIFACIUREWS KCOkWMMnOYS. SUBMTETALS SHALL CONSIST OF A MINIMUM OF 2 COPIES OF EACH DRAWING. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR TO VERIFY 'HAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHITECT - DRAWINGS CREATED BY THE ARCHITECT OF RECORD CANNOT BE REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL. SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: 1 STOREFRONT CUBING SYSTEM 2 TRELLIS/CANOPY SYSTEM �Tm� KK � YI ACRAFTSMAN COLOR SCHEME: SCHEME' x (SEE ELEYATWN KEYNOTES FOR MATERMIS AND DOLOR SPECtTICAT10N5) KEYNOTES (NOT ALL KEY NOTES MAY BE USED) E(00t0t �C IJUPI tASC1A Inn. � um romm - ur UJ ICtl .njRE CX0 NG ROOF LADODt r3 U� tW" Y r R' WML FASCIA SI.PI COMUOt t m L1 UI 00,34 SCONCC D Y Lw: W1 {IP+,1W611lN[.-,tMM ,nNGOR a CON u - aaa anv xohct ftre s 4 LWth froullE til 3[C 7"GMAC( PACRAl.L 3 I WTIW .00H - Ru" W poca witow t7 DOTPRscom342 ORNT-pgU Vio*- @f AVDT AC d56 000 BETTIES 35' Ott"11,141 4t1Rf a y?ORDRONr aH0 GUZNC 1URM M'' ' tWAMI OKN STOREFRONT J TYPE SUDE DIRECTION, RI = RIM" TO Mn OF ESIOILIT ' �m ACCEM FlI(R1RE - SEE CLECTRICAL cwRw HO+AIR, vx 00011 - PA.NI TO AWH: �( it 1TUGW EJfIER OR HN SM LR . U:FT 10 RIGHT I O OOIOR OF SMRI OUMNO MI C LEO uGHT: LI = u AFp tlOp I,R11ME nt-COLOR. L2 - Epp Oft,' nnwm Cl � FARMEW TAUPE NC -R] K BENJAMIN 102WQ EAS pfilip itUELtl HAiIO 10 IN AF! +f1FO -U . PI7ECAY CkAyF FKFWE C2 - INCH MOUNTAIN 9134 -SO IN OEKA" MOORS Z LC 0 r t3 " L4 - "00 LIGHT SPMORft PANEL - Got. 10 MATCH oecr BUILONC CT = IAYCAfiI TA1AL OF OOIYMR YOORE YET//. tAWM, - COICR IO MICH SURROUND NG SP SEE ALO FOR INDIES O R' IK -RS MF MA1ERMt - TSE COLO, I IITAp to DETALS C2 NIM UGUOAPt 2134^30 0t DCX~ MOCIR CLYPEAEO CLASS Of LLJ % � u FA4*4 OIuv N TO REMNK PANI t0 YAICM t T ❑ d CR RWOIFi pEYONO 1.., . ANCHORCUvx. � It ew-IIAO 9 -PRE-F18 CMRSOu NICADE Mscw � NWNA1 NIFI,R 51SRM ANA r 116 � N z �' WIN tmuI - OF CIAtM1 TOI-CpIOR W m OI t. wwK VE � 'to WL /AAHIG KLEtlI G CI�YRE',6TL g E � OU �1 CI RAS$ -,%RU q1A COTELC/OM - jt� MWaAM RMtlfs tIt -IYC1 5�'Silu 1 L.J 004-J9B< IRMtK) � Cfflvkn I. MCCO AND 1— GOAMROL JOINTS INETAJ-ED PER C7 Mm e A2. C7 bMAC0A1 MANUFACTVRER'S RECOMMENDATIONS ■ ELEVATIONS NON—DRIVE—T k 1 44 SrS2L9R $C_HEME• 'j,RAF`I'SMAN SCHEME (SEE ELEYA,ION KEYNOTES FON MATERIALS AT® COLOR SPECIFICATIONS) o p x 3x u! KEYNOTES (NOT ALL KEY NOTES MAY BE USED) ALVIONW %WI FASCA SYSTEM (PPCF[ lnF[I ICJR nIf111AL - ut R.ECiAW LLQ [1H.NIgIQ ROOF IADOIN ALUMINUM TREWS 2' v B' WALL FASGu 515RN TJ COLOR, CMGPE O GMNPDI JOM11 Ll . WPpLAA1pOLPAI loom � Mc0011L10'S 14MA7t tiI if .mri DPA[-11MU NOOM e RIKExNOy� % POA71 Ll>Al 1— m B - SQ YQWGE PACKAGE DA OUNLr - �REfEA iO DOOR SCHEDULE 1. ��-y RINE DAU �pCA' R! APlpf I�GCESS BDD SERIES, JR' _ Q iCCNt iW/90N - M4NUAL OPEN Cl wvt* p 1MlE �_ B F01®RPIP AND PIATMO •-AJ—MMWA R�FA6E J O nGSIWG MUMNYM WOR A=W twAm - 5EL CMCl1LOlt TlPF SUDE DMICBON: RL . AXNd 10 Ltll t C91511NG IQLLOM HEMI ITOOR pANR T6 MATCH COLOR U. SIIRIP{3iyIW MATERAL O 11 IED lRl/I ll 510OW DITEMOR rAAW LR !ER TO RIGA I x y Fi r x a to - to.A0*PAM fwuK 000 ft%v ' a -Lapp HC -46 Too, ap l� GISRNG STUCCO VENEER tD Bt RLP.MrrtEO -.0 f t yw Cz fA iW✓ O/ N M000E 0-' g -CDLOR: to IIIEIAy - COLpt 10 W1015171 IY4NG H =EOR NDTESPANEL - COLOR TO MATCH NSC BULOWC O V) o Cl p7MEw tAypl HGif M HC1tJWA MODR[ GZ IiOMOW VA MOVA 2134-30 IA• REM.WAN MORE a YAtpNL - SEE CO OR LIfARY to wmu � Ld � LL 3 OfISONG GUARDRAIL TO REMNN, PAW TO MA1CH GR OULOING �I�: Z TEMPERED CLA55 T EL a Q Q BEYOND PRE FAB MCIOR-IM fldM 2 - MRPAID ckvw tASCA AIBWMIM TWUM MIEY o To AW.W a (V 7t F M❑ L MAA- LETTERING - Sf O ERS Rv�.,CDIPq. 41 a ORPE BO11MD - PAINTED YELLOW Cl CIn3GMY. �3 � CHARCOAL c: U g w ti O A PASS-THRU COIN COLLECTOR - �--� IBE ALIM,11M TRILLS 111 -HACK SYSTEM 004-3984 cl .COISCAR f�!NE'NI NMOL JOININ. PER e� A2.2 `F ELEVATIONS i I I F,. C'OT,477 AUL' ` L ( { — ------------ ----- I I :tiTT1► I I I I I I I I I I I ' ° I LEGEND -0*- ACCESSIBLE PATH OF TRAVEL OT PARKING COUNT PARKING: 35 STALLS (EXISTING) GMPHC 6CIiLE 1'•]O KEY NOTES (NOT ALL KEY NOTES KAY 9E USED) ❑A EXISTING ACCESSIBLE PARKING TO REMAIN. INSTALL NEW "MINIMUM FINE 3250' WARNING SIGN AT EXISTING VAN ACCESSIBLE PARKING SPACE SIGN SEE DETAIL IV ON SHEET SP20. ACCESSIBLE PARKING SIGN TO E]EXISTING REMAIN. ❑D EXISTING ACCESSIBLE PATH OF TRAVEL P EXISTING PARKING STALLS TO REMAIN. ❑F EXISTING WHEELSTOP TO REMAIN, OE%ISTINC 1J' -6'K13' -S' TRASH ENCLOSURE TO REMAIN; PAINT TO MATCH BUILDING BASE COLOR. ❑H EXISTING HANDRAIL TO REMAIN EXISTING ACCESSIBLE PERPENDICULAR E]R[PAVE CVRB RAMP TO HAVE A MMAJUM RUNNINO SLOPE OF 8 33 OR LESS AND A MAXIMUM CROSS SLOPE MUST OF 2 OA OR LESS, SEE DETAIL I ON SHEET SP2.0 EXISTING PERPENDICULAR CURB RAMP TO ❑U REMAIN. O EXISTING PARALLEL CURB RAMP TO REMAIN INSTALL NEW DETECTABLE WARNING DEVICE. ❑L SEE DETAIL I ON SHEET SP2.0. OEXISTING ACCESSIBLE CROSSWALK TO REMAIN, EXISTING ACCESSIBLE CROSSWALK TO BE N ❑ RE -GRADED TO BE COMPLANT. SEE DETAIL VII ON SP2.0 i' o.,f, EXISTMIG CURB RAMP TO REMAIN. uEXISTWG PATIO TO REMAIN. ❑UPDATE TOW AWAY SIGN TO INCLUDE PROPER RECLAIM INFORMATION. SEE DETAIL N ON SHEET SP2,0. ❑ EXISTING KEEP CLEAR STRIPING TO REMAIN, 5❑ EXISTING LOADING ZONE STRIPING TO REMAIN. NEW OUTDOOR DIGITAL MENU BOARD, REFER ❑T TO SHEET FO -1. NEW OUTDOOR DIGITAL PRESELL BOARD. REFER D ❑ TO SHEET FD -1. EXISTPOG DRIVE-THROUGH ORDER POINT MENU V ❑ AND SPEAKER TO REMAIN. REPAVE EXISTING GLITTER PAN RUNNING SLOPE ❑w TO BE 5x OR LESS, SEE DETAIL VI k VIII ON SP2.0, ❑ EXISTING MENU BOARD TO BE REMOVED. Y❑ EXISTING BICYCLE RACK TO BE REMOVED. 5 -LOOP WAVE STYLE BICYCLE RACK PER ❑NEW CITY OF ROHNERT PARK SECTION 17.16.140. SEE DETAIL IX ON SHEET SPY.0. a o- o � s iD a � � w o ES z fs ovl gel J v) I> 04 a� Of v SITE LAN 004-3964 P' ' _20gSP1.0 NORTH SITE PLAN GROUND CONTROL •RW 9 11 R SYSTEMS INVERTED U - HOOP RUNNER - HR -101 Cut Sheet & Quick Specifications H%1 W' ~r•AVno U Lcct C•mlpn14rM ❑ Hol-0Ippea Galvanized (o ASTM A123 i AI23M - 12 ❑ D��raam� RIecF Surface Moult (AMIl solo separal0y) 24.50 _l ..- CURB Waal setwcks AND EPr ru kc pvuAH+o M wAL PAVEMENT luFIFA RAMP VAST" SIOLWAtX - M.,,r—CMArenoP: 24'b-1 Df rack- -A Suggs tedclearar :36-loc ,tWoflaek• - - - - Fcr racks perpendicular to a wall 420to Cent ofrack• R[NMOpWIEJ11 AS IN ask ks _+ Fa lacksRRI panikiloaWes edge TYbemkr Ol n=A• • Ferrxks peryOTdiNal b arNe edlle 42' t• center Nf rack• p 1 PAINTED l INTERNATIONAL D sta.- belveen rBeks A W.e4AN RJR" 3B•1r•Nr I•T•MM MAX DESIRABLE RAMP SLOPE - 7.5X Street selbadrs MA%.(FOR REMODEL ONLY) = BK r—d. IO LINT sum (FOR MAX. CHANGE IN ELEV. OF 8-) M.— I-,-24'lo-PTCI rack'" 3 Sug9ealed cleannlc 36" t6 oenlei W tad• A�! F;�TFIRLI 'Meets SMFTA Bicycle PAlking Guidelines RAMP GROOVE III Q r� ••iYeau che:A ke�lOMaunvsly n.!"ranrm ♦IeParrtn _ 23' WIDE AREA UNE) TO PROM A 9' PARKING AREA ON 0011 SIDE OF A 5' LO DAC ! FOi FREE. Iay*A a planCI assislann,plea� AND WOMIDING ACCESS ADUNDRCINILR Ir (TYPICAL) +Klov mpkmuNgleamp6DO630.7225 yJ 4. - 3.00 ONE IN EWIY TIDO ACCESSBIE SPIAL BUT Nit UST THAN ON. SEALL E SERVED EQUAL EQUAL. HE DETAILA EW AN AACEST AIS F 96' WIDE WHIM AND SHALL E DESIGNATED YM ACC SS IRL SCALE 1 :4 WITHIN WITHIN BICYCLE RACK DETAIL rr IX RAMP WIDTH '� ' '+lU�lIIIUIllU11UllllI1Ql� SECTION 6-8 SECTION C—C 5(hITMI(tlR.iIAR +�"ccER1.-0E51GL: 4 29.2• DETECTABLE WARNINGS ON WALKING SURFACES OLTECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATEO DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM). A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A CENTER -TO -CENTER SPACING OF NOMINAL 235 IN (60 MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT SIDEWALK A P LANDING SLOPES IN ALL JOINT SIDE FLARES WNI11 JS CURB MAX. +O% SLOPE AND ') t7 O PAVEMENT luFIFA RAMP VAST" SIOLWAtX - n O D U O -n ...- . • O n O O L) - - - - _-- .. R[NMOpWIEJ11 AS IN d bg'IY� ADJACENT"OiRIB AND GUTTER 1(`"'•!('' SECTION A -A +- 5(hITMI(tlR.iIAR +�"ccER1.-0E51GL: 4 29.2• DETECTABLE WARNINGS ON WALKING SURFACES OLTECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATEO DOMES WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM). A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A CENTER -TO -CENTER SPACING OF NOMINAL 235 IN (60 MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT SIDEWALK A P LANDING SLOPES IN ALL JOINT SIDE FLARES WNI11 NOTE: SIX FLARES WITH MAX. +O% SLOPE 79 SO INCH 10% SLOPE ACCESSIBLE 555NFF BELOW. SEE DETAIL 4VAX 1 ACCESSIBLE PARMAG SPACES SDATNC A PARTICULAR &111RNG 9All E LOCATED AS NEIN AS PRACRI'A r0 A PRIMARY FMRANCE NA ON THE SHOVES ACCESSIBLE ROUTE - - - - _-- .. OF TRAVE FROM AA9CD0 PARKING TO A PPoM1RY DINNJCE _ 3'-0* X 1 2 NEIE MOLE ACCESSIBLE PARKING SPACES ARE PROJIOFD, 110 SHALL E 14' WOE p 1 PAINTED l INTERNATIONAL - A S' WIDE DETECTABLE WARNING MAX DESIRABLE RAMP SLOPE - 7.5X (FULL WIDTH OF OPENING) MA%.(FOR REMODEL ONLY) = BK VAN. 1.5% CROSS SLOPE (FOR MAX. CHANGE IN ELEV. OF 8-) 1 i - ...i. COLOR N0, crDEW,_ p�K ANR _P IgT�c. I. OF CU X R G LOCA1flN DETERMINED FROM ME NIERSEC110N OF THE CKIENSIDII Q BAD( OF SIDEWALK AND BAG( � CURB 8 CURER 2. KEY All CONSTRUCTION JOINTS OR USE PE BARS #4 EPDXY COATED 0 12. OC ], LONGITUDINAL JOINT SPACING TO MATCH WIDTH E SIDEWALK 4. ISOLATION JOINTS SHALL BE FIMTO WHIM WAX ADM DRIVEWAYS ANO SIMILAR VIOJCILRS, AAO 270' CENTER MAY 5. SXAWMA ;LW SHALL BE MNCIWNED 10 PROl.Or AIA IGNORANCE SLOPE BUT NTD Nor 1371E0 19. 8 OETECTA6TL WARNNGS TO C(AVHY 011 ADA AEC•AkiTl[N15. 7. PAINT TRANSITIONAL CURB YELLOW. (� LFG—ENyD CURB {" BUILDING �'- '-I RAMP PA MENT AND Ci J TIE SIDEWALK - DETECTABLE WARNING t WE MU SECTION A—A AS N AD•LACEM CURB AND CUTTER RACE EXPARS1014 JOINT PER PLAN �, A SAI OuntKNa cm 'IY RAMP OROOME SEE BUILDING I FEE - --1 I ,FEE ckw'iiC-'j -- BIRENNO -- SIDEWALK - - - - - SIDEWALK MAX, RAMP SLOPE 7 - - MAX 6VG _ R RAMP SLOPE = 7.8% - B •e4r •ee R a••e •ne � - SIDEWALK -- - s i • : • • SIDEWALK GUTTER VARESRE WL_I11-. _ t�p- ,�E11- :I•IIT.T/-111-- 1 4• THICK CONCRETE SIDEWALK ROH NRAAREO EARTH SUBCRADE 6X6-WI,2XWI,2 WELDED WIRE MESH (CM�ALTEO TO AT LEAST 90 REINFORCEMENT. 2500 PSI AT 26 DAYS. PERCENT RELATIVE COMPACTION) DETAIL NOTES 1, PROVIDE J. PREMOLDED EXPANSION JOINT FLLER AT 60' CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATE POURS. 2 PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. 3 CONTRACTOR TO PREPARE SUBGRADE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL LIGATION REPORT, CONCRETE SIDEWALK DETAIL B„°•NAr ACCESSIBILITY STRIPING PLAN SLOPE GUTTER TO MATCH PAVEMENT SLOPE (" RADIUS (TYPICAL) FINISHED GRADE — 13 bw — CONIIMIOIS 40070ADAL Al IOP AND Marlow Lv-T tW ASPHALT P3 BM AT 24. O.C. pREPAREO EARTM SU6C4AOE J EACH DIRECTION (ENE PREPAAROLLED) UP AND TIED TO CURB REINFORCEMENT) IR rl Nn1Tc� 1. COMPACT AOOREGED ARSE COURSE E 95% MODIFIED PROCTOR PER A50A DRY DEN . 2. COMPACT PREPARED EARTH SUBGRAOE TO 90% OR GREATER OF MAXIMUM ORY DENSItt PER ASTM D-1557. CONCRETE CURB AND GUTTER DETAIL A MAX RAMP SE�OPE• • 7.Ai� �T- = S 3: 1 LANDING TO BE FLUSH M11H SECTION B—T MAX LANDING SLOPE - 1.S% PARKING LOT PAVEMENT ANY DIRECTION ACCESSIBLE CURB RAMP 3 NOTE: THS PARKING STALL LAYOUT B SHOWN TD INDICATE ALL REQUIRED ADA COMPLIANT COMPONENTS 79 SO. INCH ACCCSWLNY SIGN WITH VAN 79 SO INCH AT ACCESWE PARKING STALLS ACCESSIBLE 555NFF BELOW. SEE DETAIL ACLESSITY SIGN, SEE DETAIL[^= J 1 ACCESSIBLE PARMAG SPACES SDATNC A PARTICULAR &111RNG 9All E LOCATED AS NEIN AS PRACRI'A r0 A PRIMARY FMRANCE NA ON THE SHOVES ACCESSIBLE ROUTE - - - - �f - - OF TRAVE FROM AA9CD0 PARKING TO A PPoM1RY DINNJCE _ 3'-0* X 1 2 NEIE MOLE ACCESSIBLE PARKING SPACES ARE PROJIOFD, 110 SHALL E 14' WOE p 1 PAINTED l INTERNATIONAL - ih SYMBOL OF I ACCESSIBILITY AND OIINNED TO PRONE A 9' PARKING MFA AND A S' LOGIN) AAAI UN NI (I CROOVCD BORIER BANE FIELD MUST BE ON THE ROOM AISLE ON THEPAISENGERTOE(FREVENCIE LEVEL SURFACE THE TOP OF THE 1 i - ...i. COLOR N0, 3 WHEN NOE THAN ONE ACCESSIBLE FAR PIC Stas IS PROADED. IN UEU OF PROACIM ff1 WHEEL Slop 4- WIDE BLUE OR RAMP GROOVE III A 14' WIDE ?N.E FOR M PAWEM s -Am NCE 5FACE$ OW E PROVIDED WIMN A r� WHITE ONGONLL 23' WIDE AREA UNE) TO PROM A 9' PARKING AREA ON 0011 SIDE OF A 5' LO DAC 4' WIDE BLUE LINES STRIPES 0 36' AND WOMIDING ACCESS ADUNDRCINILR Ir (TYPICAL) ON CENTER yJ 4. THE MULIUl IfNCIN OF AN A;QS49` E (ARMING SPACE SNVL E ISI', S ONE IN EWIY TIDO ACCESSBIE SPIAL BUT Nit UST THAN ON. SEALL E SERVED EQUAL EQUAL. HE EW AN AACEST AIS F 96' WIDE WHIM AND SHALL E DESIGNATED YM ACC SS IRL WITHIN WITHIN n 6 SNEACE SLOPES OF ACCESSIBLE PARTING SPICES SHALL BE THE wNANM POSSIBLE PAfd(W1G ACCESSEAN PNM THE I AND AN ACCESS AISLE B6' WOE MMM1M AND SHALL E DESIGNATED YMI AOrF•:51f1E WORDS v 7 IN FAITH PARKING MEA A PA U OR CURB STILL E PROVIDED AND LOCATED TO ACCESSIBLE PAVEMENT SYMBOL IN 12' HIGH WHITE R PREVENT FNC WHENT OF TMS (TNR THE REOATOD WIDTH OF WNKWAIS ACCESSIBLE PARING SPACES SHALL E SO LOCATED THAT PERSONS WITH DIS+BUTI S SEE DETAIL ° LETTERS MIM, ARE Nor COMPDLID TO WHEEL OR WALK OEM PARKED CMS OTHER TERN MDR OWN. I(��`lI 9 SURFACE ROPES Or ASE PNGM SPACES SNELL K OE MINIMUM POSSIBLE NAD SHALL Nor nalE uNn vormA 10 70 U41S HOR7O{Gt F AEN Dorm. I l ]1.1 We W WOW YOVA CLFARMICE Is PMWM AT 1K PW7DC SPICE AO ALONG E F& _ LUST Or/ VEHICLE ACM ROME 10 STAE $PACE$ 1111011 SIRE WM4CEM APO I L -q-0- MIN. a MfN Q'-0" MIN.�. 11 �A.rx )59Nt rARO+c Yom Ao A=S&W LEwxw AW SIOPI v BE zK wpm N ANY DOECDON, ITHA (06T SO23). VARESRE WL_I11-. _ t�p- ,�E11- :I•IIT.T/-111-- 1 4• THICK CONCRETE SIDEWALK ROH NRAAREO EARTH SUBCRADE 6X6-WI,2XWI,2 WELDED WIRE MESH (CM�ALTEO TO AT LEAST 90 REINFORCEMENT. 2500 PSI AT 26 DAYS. PERCENT RELATIVE COMPACTION) DETAIL NOTES 1, PROVIDE J. PREMOLDED EXPANSION JOINT FLLER AT 60' CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATE POURS. 2 PROVIDE TOOLED CONTRACTION JOINTS AT 10' CENTERS. 3 CONTRACTOR TO PREPARE SUBGRADE BASED ON RECOMMENDATIONS IN THE GEOTECHNICAL LIGATION REPORT, CONCRETE SIDEWALK DETAIL B„°•NAr ACCESSIBILITY STRIPING PLAN SLOPE GUTTER TO MATCH PAVEMENT SLOPE (" RADIUS (TYPICAL) FINISHED GRADE — 13 bw — CONIIMIOIS 40070ADAL Al IOP AND Marlow Lv-T tW ASPHALT P3 BM AT 24. O.C. pREPAREO EARTM SU6C4AOE J EACH DIRECTION (ENE PREPAAROLLED) UP AND TIED TO CURB REINFORCEMENT) IR rl Nn1Tc� 1. COMPACT AOOREGED ARSE COURSE E 95% MODIFIED PROCTOR PER A50A DRY DEN . 2. COMPACT PREPARED EARTH SUBGRAOE TO 90% OR GREATER OF MAXIMUM ORY DENSItt PER ASTM D-1557. CONCRETE CURB AND GUTTER DETAIL A MAX RAMP SE�OPE• • 7.Ai� �T- = S 3: 1 LANDING TO BE FLUSH M11H SECTION B—T MAX LANDING SLOPE - 1.S% PARKING LOT PAVEMENT ANY DIRECTION ACCESSIBLE CURB RAMP 3 NOTE: GRID LANES ARE FOR PROPORTION ONLY AND R A ARE NOT TO APPEAR AS PARE OF SYMBOL. ACCESSIBILITY SIGNAGE SHALL COMPLY WITH SECTION ®(�0� r 7102 CALIFORNIA BUILDING CODE, 8•-t 4- - t{ WHITE EMBLEM _ 3'-0* X • • • � . p 1 PAINTED l INTERNATIONAL • • • ' ih SYMBOL OF I ACCESSIBILITY (I CROOVCD BORIER BANE FIELD MUST BE ON THE , _ COLOR SHALL BE EOUAL TO LEVEL SURFACE THE TOP OF THE 1 i - ...i. COLOR N0, GAUP- 15090 IN FEDERAL STANDARD 5950 RAMP GROOVE III ACCESSIBLE PARKING SYMBOL II r� 1%2' RADIUS UNAUTHORIZED VEHICLES t/8' ALUMNI PARKED W DESIGNATED ACCESSIBLE SPACES NOT S`GI © DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL RRL-t�/i6E1 4'/I U'CSASS `,J"M EDM wp PERSONS WITH DISABUMES OD WILL BE TOWED AWAY AT OW WS EXPENSE VAN PCCE5591 sm PARKING WED VEHICMMAY TOWED VE I.E. MAY BE R. ON RI H 7. ONLY ISEF NOTE ON RICHE FOR AECUG (I � NOTE TOWING COMPANY '1• so SIM POST TELEPHONING )SEE NOT INFORMATION TO E LINES" AS PER R99 (CA) ON RIGHT) PROWS er ACM SPIEPPICARCINS TOP OF SIDEWALK ^ .. VANyACCLSSI(3LE] A �, R7 -Bb 12• DU CONIC RG © �0 R99B (CA) O 1, EACH PARK". SPACE RE5ERVED FOR PERSONS WITH DISABILITIES SHALL BE RTEWTNTEO BY A REFLE.CTOW7.E0 SIGN PERMA IE"I POSED IMMEDiATTLY ADJACENT 10 AND VISIBLE FROM EACH STALL OR SPACE, CCNS?STRHG Or A PROFILE VIEW OF A WHEELChWR WITH OCCUPANT N WHILE ON DARK tKUL BACKGROUND. THE SIGN SCULL NOT BE SMALLER THAN 70 SOIMRE INCHES N AREAS AND, WHEN IN A PAI:/ OF TRI SHALL BE POSTED AT A MMWM MECHT OF III FROM THE BOTTOM OF THE SIGN TO THE PARIONG SPACE FINISHED COX. (FIC A ABOVE) 2. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON THE WALL AT HE INTERIOR END AND OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36' FROM THE PARKING SPACE FINISHED GRADE. GROUND OR SIDEWALK. 3 VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING MAN -ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY, 4. ADDIEIDNM. SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACIUNES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE THE SIGN SHALL BE NOT LESS THAN 17' BY 22' N SIZE WITH LETTERING NOT LESS THAN I' IN IKIGHT, (FIG, B ABOVE) ACCESSIBLE PARKING SIGNAGE 111,91 l:l-A f O W J 0 Z J O Z O Cr W+ 7 g ON €P Y 01 WF�t $j rh} X43 �C �pa 004-3984 G )P2.a SITE PUN DETAILS