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HomeMy WebLinkAboutCD 14-09; REGENT PROPERTIES; Consistency DeterminationABBREVIATIONS SYMBOLS, ' = JAN. JA"!IT~ A Mc;LE JT. JOINT • AT • CENTE!'alNE KIT. KITCHEN • DftiMETER OR IWUND KD. KNOCK-DOv-lN F~E • FOUND OR NUMBER lie F'l'WFEJ'•fff LINE LAB. LAEIORAT~ , or S.F. SQIJA~ FEET LAM. LAMINATE !E! EXl5TING LAV. LAVATORY LKR LOCKER LT. LIGHT ABBREVIATIONS, ACOUO. AD. ADJ. A«,. ALUM. APPROX. ARCI-I. AC. BD. 6ITUM. BLDG. BLK 6LK6. 6M. BOT. CAB. C.B. GEM. CER. C.I. CLG. CLK6. CLO. CLR COL CONG. CONN. CON5TR. CONT. CORR CT6K CNTR CTR DBL. DEPT. D.F. DET. DIA DIM. DISF'. DN. DR DNR D5. DH::.. E. EA. 1:.1.F.S. E.J EL. l:LEC. ELEY. EMER ENCL. E.F. EQ. EQIJIF. E.W.C. EXIST. EXFO. EXP. EXT. F.A. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FLR FLASH. FLUOR F.O.C. F.0.F. F.0.5. FF'Sf. P.S. FT. FTG. FURR FUT. GA. GALV. G.6. GL. GND. GR GYPBD. H.B. 1-1.C. HDWD. 1-lDWR. H.M. HORIZ. HR ~T. LD. INOOL. INT. ACOU5TJCAL MAX. MAXIMtN A~ADRAIN MECH. MECl-l.ANICAL ADJACENT MEM6. MEMBRANE A«,l'<EGATE MET. METAL ALUMINUM MfR MPNl..fACTU~R APPROXIMATE MH. MANHOLE ARCI-IITECTURAL MIN. MINIMtN A&f'HAL T CCNC. FAYING MIR Ml""'°" --------"MISC. Ml5CELLANEoJS BOARD M.o. MASONRY OFENING BITUMINOUS HTD. MOJNTED 6UILDING MUL. MULLICN 6LOCK BLOCKING: N. NORTH 6EAM N.l.C. NOT IN CONTRACT BOTTOM NO. or• NUM13ER NOM. NOMINAL CABINET N.T.S. NOT TO SCALE CATCH BA51N CEMENT a.A. OVERALL CERAMIC 065. 065CURE CAST IRON o.c. QI\! CENTER CEILING O.D. OUT&IDE DIAl'1ETER (DIM.J CAULKING Off. OFFICE CLOSET OF1'1G. OPENING CLEAR OFF. OFFOSITE COLUMN 0.1-1. OFF061TE f.JAND CCNCRE.TE 01 OYER CONNECTION CON5TRIJCTION FRC5T. FRE-CA5T CONTJNUOJ5 FL. PLATE CORRIDOR F'.LAM. PLASTIC LAMINATE CaJNTERSUNK F'LA5. FLA5TER ca.JNTER FLYWD. PLYWOOD CENTER FR. FAIR FT. FOINT Po..lBLE FTN. PARTITION DEPARTMENT DRIN!<ING FaJNT AIN Q.T. QUARRY TILE DETAIL DIAMETER R RISER DIMENSION RAD. RAD!U5 DISPENSER RD. ROCf DRAIN Do.,l REF. REFERENCE DOOR REFR Rf;FRIGERA TOR DRANER RGTR REGISTER D0WN.5Po..JT REINf. REINFORCED DRANING REQD. REQUIRED RESIL. RESILIENT EAST RM. ROOM EACH RO. ROJGH OFENING EXTERIOR IN5ULATED RWD. REDWOOD FINl&H SYSTEM RH.L. RAIN HATER LEADER EXPANSION JOINT ELEVATION 5. SOJTH ELECTRICAL 5.C. SOLID CORE ELEVATOR 5CHED. SCHEDULE EMERGENCY SECT. SECTION ENCL05URE 5H. 5~ELF ELECTRICAL FANELBOARlJ 5"R 5HCWER EQJAL 5"T. SHEET EQUIPMENT SIM. SIMILAR ELECTRIC HATER COOLER SPEC. 5FECJFICATION EXISTING 00. 5aJARE EXPOSED 5$. STAINLESS STEEL EXFAN510N ST.STL. 5TAINLl::55 STEEL EXTERIOR 5.6K SERVICE 51NK STA STATION FIRE ALARM STD. STANDARD FLOOR DRAIN STL. 5TEEL FOUNDATION &TOR STORAGE FIRE EXTINGUISHER &TRI.... STl'!.lCTIJRAL FIRE EXTINGUISHER CAB. WSF. 5USFENDED F(RE Ho5E CABINET 5rt1. SYMMETRICAL FIN15" FLOOR T.B.D. TO 6E DETE~INED FLASHING T.G. T AFERED GIRIJER FLUORESCENT T.O.C. TOF Cf CURB FACE Cf CCtlCRETE TEL. TELEPHONE FACE Cf FINl&H TER TERRAZZO FACE Cf STUDS T•G ToNGUE AND uROOYE FIREFROCf THI<. TH/GK FULL SIZE T.O.P. TOP Cf PARAPET FOOT OR FEET T.O.B. TOF Cf BEAM FOOTING r.v. TELEVISION R.IRRING T.H. TOF' Cf HALL FUTURE TTF. TYPICAL GAll'.iE ""· ~INl5HED GALVANl~D U.N.o. LlNLESS NOTED OTf.lERWISE GRAB BAR UR URINAL GLASS VERTICAL GROUND VERT. GRADE YEST. VESTIBULE GYFSUM BOARD V.I.F. VERIFY !N FIELD H05E 6186 N. HEST HOLLo,,.t CORE w/ HITH HARDWOOD H.C. HATER CLOSET HARDNARE ND. NOOD HOLLOrl METAL WO HITHOJT HORIZONTAL NF. WATERF'ROCf HOJR Heer. HAIN5COT HEIGHT NT. HEIGHT INSIDE DIAMETER INSULATION INTERIOR DRAWING SYMBOL ~ 0 a.~ ... ~ ' CD v----0 .---0 (~-'\ CD I I ' ' ,_, t t 1 1 KEY NOTE REFERENCE DOOR NUMBER DE516NA TICN WINDOW NUMBER DESIGNATION CONTROL DATUM POINT GRID LINE LETTER OR NUMSER DESIGNATloN DETAIL SECTION INDICATES REFERENCE NUM61::R INDICATES SHEET WHERE SECTION RESIDES WALL SECTION INDICATES REFERENCE NUMBER INDICATES 5Hl::ET UJ.IERE 5ECTICN RESIDES OVERALL BUILDING SECTION INDJCATE5 REFERENCE NUME3ER INDICATES SHEET UJ..jERE SECTION RESIDES ENLARGED DETAIL INDICATES REFERENCE NUMBER IND!CATE& SHEET WHERE DETAIL RESIDES DIMENSION TO FACE OF BUILDIN'.::i MATERIAL ( U.ONJ DIMENSION TO CENTER Cf 13JJILDIN:::i MATERIAL PROJECT DIRECTORY OWNER/DEVELOPER/TENANT: ERIC f"LEISS PRESlDENT CR SEA OTTER, LLC 11990 SAN VICENTE BLVD, SUJTE 200 LOS ANGELES, CA 90049 PHONE: (310) 806.980/ FAX: (3101 806-9801 LANDSCAPE ARCHITECT: WILKJNSDN DESIGN GROUP ROBERT E. WILSON 2911 STATE STREET SU!TE I CARLSBAD, CA 92008 PHONE: {760) 434-2152 FAX: (760) 230-5882 EMAIL: BOBRBWDESIGNGROUP.NET ARCHITECT, SMITH CONSUL TING ARCHITECTS 13280 EVENING CREEK lJHIVE SUI IE 125 SAN DIEGO, CA 92128 PHONE: (858) 793-4777 FAX: (858) 793-4787 CONT ACT: SCOTT CAIRNS, AIA GREGORY SPON, AJA EMAIL: SCOTTCiijsca-sd.com GREGSliilsca-sd.com CIVIL ENGINEER: K&S ENGINEERING Dinorah J Maldonado 7801 MlSSIDN CENTER CT. 8£100 SAN DIEGO, CA 92108 PHONE: (619) 296•5565 X 111 FAX: · EMAIL: dino-miiks.angr.com PLAN FILE NUMBER PERMIT NUMBERS MCUP: XXX PIP: XXX CB XX-XXX SUP: XXX MS, XXX PUD, XXX PUBLIC SERVICE AGENCIES SEWER: CITY OF CARLSBAD WATER: GAS & ELECTRIC: CARLSBAD MUNICIPAL WATER DISTRICT SAN DIEGO GAS & ELECTRIC CITY OF CARLSBAD STORM DRAIN, SCHOOLS: TELEPHONE, FIRE PROTECTION: CARLSBAD UNIFIED SCHOOL DISTRICT SBC COMMUNICATIONS, INC. CARLSBAD FIRE DEPARTMENT CODES THE CURRENT EDITION 12013 CODES! OF CCR TITLE 24 INCLUDES, CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2013 ICBC) CALIFORNIA BUILDING CODE 2013 !CMCI CALIFORNIA MECHANICAL CODE 2013 ICPC) CALIFORNIA PLUMBING CODE 2013 (CFC! CALIFORNIA FIRE CODE 2013 ICECI CALIFORNIA ELECTRICAL CODE 2013 [CEBCI CALIFORNIA EXISTING BUILDING CODE 2013 [CGBCI CALIFORNIA GREEN BUILDING STANDARDS 2013 CALIFORNIA REFERENCE STANDARDS CODE CAC -TITLE 24 2008 CALIFORNIA ENERGY CODE NFPA 13 . SPRINKLER SYSTEMS, 2013 EDITION CODE NFPA 72 . FIRE ALARM & SIGNALING CODE, 2013 EDITION SITE IMPROVEMENTS for: PERTIES 5909 SEA OTTER PLACE CARLSBAD, CA 92010 PROJECT DATA EXISTING ZONE, EXISTING BUILDIN'.::i U&E: EXl5TING BUILDING OCCUPANCY: SPRINKLERED: BUILDING CCNSTRIJCTJCN TYPE, AREA OF IMFROVEMENT: PM. OFflCE/\VAREHOJ5EA1ANLFACTURING A-3/ 6-2 I H-2/ H-3 YE& V·N NONE. EXTERIO~ GLAZING REPLACEMENT ONLY AREA ANALYSIS EX/ST/1':i:i BUILD/ti;; AREA TOTAL: 24h,4hl SP. !DF<IFLl<EJ FIRST FLOOR: SECOND FLOOR: 204,36b Sf. (Dfi<IFLINEJ, (NO INTERIOR llX:lRK. TO THIS AREA) 42_015 ef. (DRJFLINEJ, (NO INTERIOR llX:lFK TO THf5 AREA) EXISTING BUILDING HEIGHT, VARIES 21'~39' FleR TABLE &03 2013 C6C BASIC ALLQJJAeLE BUILDIN:a AfifA, x 2 (MUL Tl-5TORY) x 2 (SPRINKLERED) x 2 (YARD SEPAAATION ct! 4 BIDES) TOTAL: 12,5,00.0 Sf. 2B,oo0.0 5F. 50/UW.0 5f. 100$001' SF. IOOJMX)0 SP.! ALLCWA6LE! POLICIES AND PROCEDURES 1. NOT REQUIRED. PARKING TABULATION EXISTING PARKING PROVIDED: REAR LOT· NO WORK: STANDARD [8.5'x18'1 COMPACT [8' x 15') ACCESSIBL[ (9'x18'1 TOTAL PROVIDED: PARKING PROVIDED: FRONT LOT: 279 SPACES 19 SPACES 4 SPACES 3er.?SFACE8 STANDARD [8.5'x18') 179 SPACES COMPACT [8'x15') l3e> SPACES ACCESSIBLE (9'x18') b SPACES TOTAL PROVIDED, 31S SPACES TOTAL PARKING PROVIDED: STANDARD [8.5'x18'1 4,e SPACES COMPACT IB'x15'1 149 SPACES ACCESSIBLE l9'x18'1 le> SPACES TOTAL PROVIDED, 611 5PACE5 PARKING REQUIRED: 14% 24% 2% 100% 246,461 S.F. x (1/1000) !VACANT SHELLI , 246 SPACES PROJECT ADDRESS 5905 SEA OTTER CARLSBAD, CA 92010 APN / LEGAL DESCRIPTION LEGAL DESCRIPTION: LOTS 26 AND 27 OF MAP NO. 10372 CARLSBAD TRACT NO. 74-21 ASSESSOR PARCEL NUMBER, 209-082-02 and 209-082-03 SCOPE OF WORK (PROJECT DESCRIPTION) BUILDING PERMIT APPLICATION INCLUDES THE FOLLOWING, 1. THIS SCOPE OF WORK IS PHASE 1 OF A MUL TI-PHASl:D PROJECT. 2. THE SOUTH PARKING LOT ADJACENT TO MAIN ENTRY TO REDUCE THE AREA OF THE ENTRY MOTOR COURT AND INCREASE THE PARKING AREA. 2. THE ENTRY PAVING SHALL BE REVISED TO MATCH THE NEW PARKING SCHEME. 3. THE EXISTING REFLECTING POOL SHALL BE REDUCED IN SIZE TO WORK WITH THE NEW ENTRY PARKING/ PAVING SCHEME. 4. THE PHASE 1 AREA, WHICH INCLUDES THE SOUTH PARKING LOT SHALL BE COMPLETELY RE-LANDSCAPED WITH A NEW LOW WATER CONSUMPTION LANDSCAPE AND IRRIGATION. 5. NO ADDITIONAL BUILDING AREA IS CREATED BY THIS PROJECT. WORK REQUIRING SPECIAL INSPECTION 1. NOT REQUIRED. FIRE DEPARTMENT DEFERRED SUBMITTALS 1. NOT REQUIRED. DEFERRED SUBMITT ALS 1. NOT REQUIRED. SHEET INDEX TITLE TSI TITLE SHEET TS2 ACCESSIBILITY, GENERAL NOTES T53 ACCESSIBJLITY DETAILS CIVIL Cl DRAINAGE FLAN ARCHITECTURAL AS! OVERALL SITE FLAN, PARTIAL DEMOLITION F'LAN AS2 FARTIAL SITE IMFROVEMENT FLAN ~ DETAILS NOTE: Landscape drawings submitted separately WMUOCQDEIC INA110NECtall' Ql... ~-lfO. r,r ,o·o:s iwk:, ~ Uat~:Cf/21.,//L/ VICINITY PLAN PROJECT SITE 5905 SEA OTTER PL l ff' p ~<Y~ ~ ',,..,. !s " :;i, :!>. \ §'. (ff ~ "' Of<ERA1~ PALOMABAlf\PQRT ROAD VICINITY MAP I I N..T.5. PROJECT NORTH SmithConsul ti rlfJ Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 • 4787 fax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (760) 797-1377 (760) 269 · 3889 Fax www.sca·ocl.com U) t-z UJ :E: 0 UJ T"""! > 0 N 0 CJ') er. tS 0.. :E: -0 1--1 ru ..a UJ V) -t-l.... ru 1--1 u U) ... -u a.. _,I l.... _,I QJ ~ .... 0 er. UJ ru ~ QJ CJ) CJ') 0 0 <( CJ') LI) UJ U) er. u ----------Revision Dates -ZS -------Issue Dates Planning Design Development Plan Check Consistency Determination Set Construction Set i'/11/14 9/17/14 ----------Drawing Date 07/07/2014 Check By SC Drawn By GS Scale as noted Job Number 10124.T05 - Sheet Number TS1 "tJ -"tJ 0 CD ..., 0 ...... 6 w GENERAL NOTES (CBC 2013) GENERAL 1. ALL WORK SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA ELECTRICAL CODE, 2013 CALIFORNIA MECHANICAL CODE, 2013 CAUFORN!A PLUMBING CODE, 2013 CALIFORNIA ENERGY CODE, 2013 CALIFORNIA FlRE CODE, AND THE MOST CURRENTLY ADOPTED FEDERAL AND CALIFORNIA OSHA REGULATIONS. 2. A GRADING PERMIT JS NOT REQUIRED FOR THIS PROJECT. 3. ALL FRONTAGES USED IN CALCULATION OF BUILDING TYPES AND AREA INCREASE SHALL BE MAINTAINED 4. SPECIAL JNSPECTlONS PER SECTION 1704.1 OF THE C.B.C. ARE NOT REQUIRED 5. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW BY EXISTING PARAPET, 6. ROOF DRAINAGE SYSTEM WATER FROM THE BUILDING SHALL NOT FLOW OVER PUBLIC PROPERTY. l;XIT 1. ALL EXIT DOORS MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD 50 OR MORE PERSONS OR A GROUP H OCCUPANCY C.B.C. SECTION 1008.1.2. 2. All EGREE DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE .'MTHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS, NO SLIDING BOLTS, ETC., PER C.B.C. SECTION 1008.1.9. 3. EXTERIOR MAIN EXIT ODOR SHALL BE PRO~DED 111TH A SIGN INDICATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING JS OCCUPJED" AND IF PROVIDED WlTH LOCKS OR LATCHES, THE LOCKS SHALL BE READILY DISTINGUISHABLE WHEN LOCKED. C.B.C. SECTION 1008.1. 9.3. 4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER C.El.C. SECTION 1011.3 5. fXjT ~GN SHALL BE JLLUMINATEO AT ALL TIMES. TO INSURE CONTINUED ILLUl.!INATION Frn A DURATI()N OF NOT l£SS lHAN 90 MIN. IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR ON SITE GENERATOR. SECTION 1011.6.3 6. PER C.B.C. SECTION 1006.2 THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN I FOOT-CANDLE AT THE WALKING SURFACE. PER C.B.C. SECTIOO 1[)()6.3 IN TI-f E'tc:NT OF PO~ SUPPLY FAILURE, AN EMERGENCY ELICTRICAL SYSTEM SHALL AUTOMATICALLY illUMINATED IN ALL ROCMS AND PORTIONS OF THE EXJT SYSTEM. FIRE PROTECTION EQUIPMENT 1. SEPARA fE PLANS FOR ALL FIXED AND MOBILE FIRE PROTECTION EQUIPMENT, AND ALL FIRE ALARM SYSTEMS, IF APPLICABlf, SHAll BE SUBMJTTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 2. TllE ENTIRETY OF THE BUILDING IS TO BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. DESJGN/BUILD SPRINKLER SYSTEM PLANS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR AND COORDINATED YIITH THE ARCHITECT PRIOR TO SUBMITTING TO lHE ClfY FlRE MARSHAL FOR APPROVAL 3. FIRE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE \\11}1 C.B.C SECTIONS 903 & 9D4. 4. STANDPJPE SYSTEMS SHALL BE PROVIDED JN NEW BUILDINGS AND STRUCTURAL IN ACCORDANCE WITH C.B.C. 905, NFPA 14 AND C.F.C. 905 5. ALL VALVES CONTROLUNG THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEM, PUMP TANKS. WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATERFLOW SVHCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY LISTED FIRE ALARM CONTROL UNIT (C.B.C. 903.4, C.F.C. 903.4). 6. AT LEAST ONE FIRE EXTINGUISHER W1TH A MJNIMUM RATING OF 4A: 20-B:C SHALL BE PROVIDED W1THIN 75 FEET MAXIMUM TRAVEL DISTANCE FROM EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. PER C.1:3.C. AND C.F.C. SECTION 906 7. AT LEAST ONE FIRE EXTINGUJSHER W1TH A MINIMUM RATING OF 4A:20-B:C SHALL BE PROVIDED OUTSIDE OF EACH MECHANICAL, ELECTRICAL, OR BOILER ROOM. FIRE NOTES !MISCELLANEOUS) 1. CONTRACTOR TO SECURE PERMITS REQUIRED BY lliE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. 2. FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROAD AND WATER SUPPLIES FOR FIRE PROTECTION, SHALl BE INSTALLED AND MADE SERVlCEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. (C.F.C. 501.4,) 3. FlRE HYDRANTS SHALL COMPLY 'MTH C.F.C. SECTION 507 FDR ON-~TE HYDRANTS. 4. FIRE HYDRANT LOCATIONS SHALL BE IOENTIFIEO BY lliE INSTALLATION OF REFLECTIVE MARKERS. 5. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUJLDING SHALL COMPLY WITH C.F.C. CHAPTER 14 -FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. 6. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDJNGS IN A POSJTION AS TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (C.F.C. 505.1) 7. INTERIOR FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSJFICATIONS PER C.B.C. CHAPTER 8. 8. FIRE SAFETY, EVACUATION AND LOCKDOWfll PLANS AND ASSOCIATED DRILLS SHALL COMPLY 'MTH 11--JE REQUIREMENTS OF C.F.C. SECTIONS 404.1 THROIGH 404.5.1 9. WrlERE REQUIRED BY COOE, FlRE SAf'ETY PLAN, EMERGENCY PROCEDURES AND EMPLOYEE TRAINING PROffiAM SHALL BE APPROVED BY FlRE COOE OFFICIAL PRIOR TO OCCUPANCY. (C.F.C. 401.2) 10. DECORATIVE: MAlERIALS, IF INSTALLED, SHALL CCMPLY \\\TH NFPA 701 TO C.8.C. 806 AND CJ.C. 807.1 11. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVlDEO ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCAIION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN [HE INTERIOR OF fHE BUILDING IN AN NORMALLY OCCUPIED LOCATION. (C.F.C. 903.4.2) 12. INSTALLATION OF FIRE ALARM SYSTEMS IF APPLICABLE SHALL BE IN ACCORDANCE ~TH C.f.C. 907.2 FOR NEW BUILDINGS AND 907.9 FOR EXISTING 13. PROVIDE DRAFTSTOP BETWEEN CEILING AND FLOOR ABOVE SO THAT NO CONCEALED SPACE EXCEEDS 1,000 SQ. er. (3,000 SQ. FT. SPRINKLERED) PRO~DE DRAFTSTOP BETWEEN CEILING AND ROOF ABOVE SO THAT NO CONCEALED SPACE EXCEEDS 3,000 SQ. FT. (9,000 SQ. FT. SPRINKLERED) DRAFTSTOP SHALL BE MIN. OF ONE (1) LAYER 1/2' ['r?E •t G'r?SUM BOARD. IN OTHER THAN HIGH-RISE BUILDINGS, GROUI-' A, E, H, I, AND L OCCUPANCIES, DRAFTSTOPPING IS NOT REQUIRED IF BUILDING IS EQUIPPED THROUGHOUT 'MTH AN AUTOMATIC SPRJNKLER SYSTEM. C.B.C. SECTION 718.3 AND 718.4 14. NOTE AREAS TO BE FJRE RATED AND EXTENT OF RATING (I.E., CORRIDOR, VERTICAL SHAFT, ROOF, FLOOR, ETC.). MAKE PROVISIONS FOR COMPLETE AND THOROUGH FIRE RAIING JN THESE AREAS. PROTECT ALL OPENINGS INTO RATED AREAS W1TH SMOKE, DRAFT ANO FIRE DAMPER CONTROLS. CONTACT ARCHITECT CONCERNING ANY DISCREPANCJES. 15. 20 MINUIT OR HIGHER RATED DOORS TD BE MAINTAINED SELF-CLOSING. OOORS SHALL BE CASKETED TO PRO~DE A SMOKE AND DRAFT SEAL AT JAMBS ANO HEAD IN ACCORDANCE YtHH C.8.C. TABLE 716.5 AND SECTION 716.5,3. 16. A KNOX BOX WlLL BE REQUIRED WHEN ACCESS TO OR W1THIN A STRUCTURE OR AN AREA JS UNDULY DIFFICULT BECAUSE or· SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE SA~NG OR FIREFIGHTING PURPOSES, THE FIRE DEPARTMENT \\1LL DETERMINE THE LOCATION FOR lliE KEY BOX AND PROVIDE AN AUTHORIZED ORDER FORM. C.F.C. 506 18. ELECTRICAL PANELS SHALL NOT BE LOCATED \\1THIN FIRE-RATED CORRIDORS C.E.C. SECTION 408.5 19. SMOKE FIRE DAMPERS ANO SMOKE DETECTORS THAT ACTUATE THE DAMPERS SHALL BE WIRED TO AN APPROVED FIRE ALARM SYSTEM. C.F.C. g07, go7.3, 907.3.1 HAZARDOUS MATERIALS 1. ANY HALARDOUS MATERIALS WHJCH Y~LL BE STORED AND/OR USED WlTHIN THE BUILDING SHALL NOT EXCEED QUANTITIES LJSTEO IN C.B.C. TABLES 307.1(1) AND 307.1(2) 2. THERE 'MLL BE NO CONTROL AREAS W1THIN THE BUILDING. 3. STORAGE DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH THE C.B.C. AND C.F.C. ENERGY AND WATER CONSERVATION 1. INSULATION MAlERIAL SHALL MEET lliE CALIFORNIA ENERGY EFFICIENCY STANDARD PER SECTION 110.8 ANO C.C.R., fllLE 24, PART 12, CHAPTER 12-\3, ARTICLE 3. 2. DOORS AND \\1NDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER E.E.S. SECTION 110.6 & 110.7 3. ALL PIPING AND OUCT ~ SHALL BE INSULATED PER E.E.S. :c:cnoo 110.J 4. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF E.E.S. SECTION 110.2 5. SELF-CLOSING OR SELF-CLOSING METERING FAUCETS SHALL BE INSTALLED ON LAVATORIES INTENOED TO SERVE THE TRANSIENT PUBLIC -PER C.P.C 403.4 6. SHOWERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVlOED Wl!H INlJIVIIJUAL CONTROL VALVES OF THE PRESSURE BALANCE, THEMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVES. PER C.P.C. SECTION 408.3 7. PROVIDE VACUUM BREAKERS AT HOSE BIBBS. PER C.P.C. SECTION 603.5.7 8. METERED FAUCETS SHALL DELIVER A MAXIMUM OF 0.25 GALLONS OF WATER PER USE. PER C.P.C. SECTION 403.4 9. URINALS SHALL HAVE AN AVERAGE WA1ER CONSUPTIOO NOT TO EXCEED 0.5 GALLONS PER FLUSH. PER C.P.C. SEC1\CN 403.3 10. SHOWERHEADS SHALL HAVE A MAX. FLOW RATE OF 2.0 G.P.M MEASURED AT 80 PSI. PER C.PC. SECTION 408.2 11. TOILETS TO BE ULTRA LOW FLUSH TYPE. NOT MORE TIIAN 1.28 GALLONS OF WATER PER FLUSH. PER C.P.C. SECTJON 403.2 CONSTRUCTION 1. CONTRACT DRAWINGS AND SPECIFICATIONS ARE MUTUALLY lNCLUSIVE AND WHAT JS REQUIRED BY ONE IS REQUIRED BY THE OTHER. THERE IS NO PRECEDENCE INTENDED OR IMPLIED BETWEEN DRA\\1NGS ANO SPECIFICATIONS AND IN TIIE EVENT OF A CONFLICT, THE ARCHITECT WILL BE THE INTERPRETER. ANY WORK INSTALLED PRIOR TO AND/OR JN CONFLICT WITH SUCH JNTERPRETATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. 2. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS ANO DIMENSIONS IN THE FIELD BEFORE PROCEEDING 111TH SUBSEQUENT WORK. ANY DlSCREPANClES BETWEEN CONDITIONS INDICATED AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING. ANY WORK lNSTALLEO PRIOR TO AND/OR IN CONFLICT \\1111 SUCII CLARIFICATION SHALL BE CORRECTED BY lliE CONTRACTOR AT HIS EXPENSE ANO AT NO ADDITIONAL COST TO THE OWNER. 3. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS, FACE OF STUDS, CENTERLINE OF COLUMNS AND BEAMS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS 0Tl-lER\\1SE NOTED. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS OTHER\\1SE NOTED. 4. ALL SYMBOLS AND ABBRE~ATIONS USED ON THE ORA\\1NCS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. ANY QUESTIONS REGARDING lliE EXACT MEANING OF A SYMBOL OR ABBRE~ATION SHALL BE BROUGIIT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 5. DETAILS MARKED "TYPICAL" SHALL APPLY JN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERW1SE. 6. NOTES CONTAINED \\1THIN lliESE DOCUMENTS WHICH USE lliE WORDS "PROVIDE" OR "INSTALL" SHALL BE INTERPRETED TO MEAN: PROVIDE AND INSTALL UNLESS OTHERWISE NOTED. 7. THE GENERAL CONTRACTOR SHALL PROVIDE NECESSARY AND ADEQUATE FACILITIES. ANY PERMANENT METERS INSTALLED SHALL BE LISTED IN THE GENERAL CONTRACTORS NAME UNTIL SUBSTANTIAL COMPLETION OCCURS, AT WHICH TIME PRORATING \\1LL BE DETERMINED IF NECESSARY. 8. CONTRACTOR TO SECURE ALL SUBCONTRACTOR TRADE PERMITS AND ALL BUILDING INSPECTIONS, EXCEPT SPECIAL INSPECTIONS. 9. WORK SHALL BE SCHEDULED AND PERFORMED SO AS TO NOT DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. COORDINATE SOLUTION OF ANY POTENTIAL CONFLICTS WITH TENANT AND BUILD/NG OWNER/MANAGER. 10. THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, KEEP PREMISES FREE FROM ACCUMULATION OF DEBRIS CAUSED BY HIS OPERATIONS. 11. GENERAL CONTRACTOR SHALL PROTECT ALL BASE BUILDING FINISHES AND SHALL BE RESPONSABLE FOR REPAIRING OAMAGES MADE BY HIS EMPLOYEES OR SUBCONTRACTORS AT NO COAST TO lliE OWNER 12. ALL DAMAGE TO EXISTING ROADS, BUILDING, LANDSCAPE OR UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR THROUGHOUT THE CONSTRUCTION PERIOD. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFECTS FOUND IN EXISTING BASE BUILDING WHICH INTERFACES 111TH NEW CONSTRUCTION. THIS INCLUDES, OUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. PATCH AND REPAIR SURFACES TO MATCII ADJACENT ADJOINING SURFACES UNLESS INDICATED OTHERWISE IN THE CONSTRUCTION DOCUMENTS 14. CONTRACT DOCUMENTS FOR DESIGN/BUILD PORTIONS OF THIS PROJECT WILL BE COORDINATED BY T/IE GENERAL CONTRACTOR. COPIES OF DESIGN/BUILD DOCUMENTS WI.LL BE SUBMITTED TO SMITH CONSULTING ARCHITECTS FOR REVIEW AND COMMENT W1TH REGARD TO THE INTEGRATION AND COMPATIBILITY OF THOSE PORTIONS OF THE WORK 111TH THE REMAINDER OF Tl-IE PROJECT. DESIGN/BUILD DOCUMENTS ARE SUPPLEMENTARY TO SMITH CONSULTING ARCHITECTS DOCUMENTS. IT SHALL BE THE RESPONSIBILJTY OF THE GENERAL CONTRACTOR TO CHECK WITH SMITH CONSUL TING ARCHITECTS DOCUMENTS BEFORE THE INSTALLATION OF DESIGN/BUILD WORK. ANY DISCREPANCY BETWEEN THE SMITH CONSULTING ARCHITECTS DOCUMENTS AND lliE DESIGN/BUILD DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. ANY WORK JNSTALLED WITHOUT FIRST OBTAINING SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. 15. FIRE SPRINKLERS AND ALARMS ARE DESIGN/BUILD AND ARE NOT INCLUDED IN SMITH CONSUILTING ARCHITECTS SCOPE OF WORK. 16. THE ARCHITECT'S REVlEW OF THE SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPDNSIBJLITY FOR DEVIATION FROM THE DRAYIINGS OR SPECIFICATIONS UNLESS HE HAS (IN WRITING) CALLED THE ARCHITECT'S ATTENTION TO SUCH DE~ATIONS AT THE TIME OF SUBMISSION. NOR SIIALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRA\\1NGS. 17. Tl-lESE DRA\\1NGS MAY NOT INDICATE All rnSTING CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF rnE GENERAL CONTRACTOR TO EXAMINE ]}IE SITE TD DETERMINE THE EXACT EXISTING CONDITIONS AND EXTENT OF WORK TO BE PERFORMED AND OPERATIONS REQUIRED. lHE FAILURE ffi OMMSSION Cf THE GENERAL CCtnRACTffi TO '~SIT lHE SITE AND ACQUAINT HIMSELF \\11}1 lliE EXISTING CONDITIONS SHALL IN NO WAY RELIVE HIM FROM OBLJGATIONS 11\lli RESPECT TO HIS CONTRACT. 18. GENERAL CONTRACTOR SHALL COORDINATE 1\1]}1 ]}IE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL OWNER-SUPPLIED EQUIPMENNT NOT SHOWN ON THESE DRA~NCS. THE CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS ~TH THE OY,NER'S REPRESENTATIVE AND/CR EQUIPMENT MANUFACl\JRER FOR PROPER SIZE mo LOCATICT, I, mr REQUIRED PDi.ffi, STRUCTURAL SUPPORT, FOUNDATION, DEPRESSIONS, DRAINS AND/OR PLUMBING REQUIREMENTS. 19. UPON COMPLETION OF THE JOO, lHE GENERAL CONTRACOR SHAU Q[AN THE ENTIRE AREA Cf \\QRK, INQUDING Cl.ASS, CARPET AND All OTHER flNl:l,ED SURFACES IN A MANNER ACCEPTABLE TD OY,NER AND lENINT. 2D. ALL STUDS SHALL BE METAL (EXCEPT AS OTHER\\1SE NOTED). ALL STUDS TO BE ICC-ES APPROVEO 21. PROVIDE INSULATION WHERE INDICATED AND AS OTHERW!SE REQUIRED TO EFFECTJVELY SEPARAIE CONDITIONED SPACES FROM NON-CONDITIONED SPACES. PROVIDE R-13 BAfT INSULA If ON VER fl CALLY TYPICAL UNLESS OTHER\\1SE NOTED. 22. SUPPLY AND INSTALL BLOCKJNG AND SUPPORTS IN PAR"flTIONS AS REQUIRED FOR INSTALLATION OF CABINETRY, HANDRAILS, TOILET FIXTURES, ETC. 23. WHERE MOUNTING HEIGHTS ARE NOT INDJCATED, MOUNT INDIVIDUAL UNITS OF WORK AT HEIGHTS REQUIRED BY CAC TITLE 24 OR OTHERWISE AT INDUSTRY-RECOGNIZED STANUARD MOUNTING HEIGHTS FOR APPLICATIONS INDICATED. REFER QUl::SJIONABLE MOUNTING HEIGHTS TO ARCHITECT/ ENGINEER FOR FINAL DECISION. 24. PROVIDE ACCESS PANELS AS REQUIRED. LOCATlONS AND PANEL MATERIAL SHALL BE REVIEWED BY ARCHITECT. 25. THE LOCATIONS OF EXISTING UNDERGROUNU UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTlY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE fHE EXACT LOCATION OF ALL EXISTING UTILJTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSJBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRAC fOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES. 26. CONTRACTOR TO EXERCISE EXTREME CAUTION DURING CONSTRUCTION TO PROTECT ANY FACILITIES DESIGNATED TO REMAIN. DAMAGE TO IHESE ITEMS TO BE REPAIRED (REPLACED) AT CONTRACTORS EXPENSE. 27. BRACING ANO TEMPORARY SUPPORTS SHALL BE PROVIDED AS REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL LOADS INCLUDING THOSE THAT MAY OCCUR DURING ERECTION ANO UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE THE TEMPORARY BRACING. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND INSTALLATION TECHNJQUES. ALL SHORING AND BRACING SHALL BE IN ACCORDANCE W1TH CURRENT REQUIREMENTS OF CAL/OSHA. THE INDUSIRIAL ACCIDENT COMMISSION OF THE STATE OF CALIFORNIA ANO OTHER PUBLIC AGENCIES HAVING JURISDICTION. SHORING AND BRACING SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR, INCLUDING ANY REQUIRED STRUCTURAL CALCULATIONS. 28. PROVIDE SAFETY GLAZING AS REQUIRED PER C.B.C. SECTION 2406. 29. SUSPENDED CEILING SHALL COMPLY Y/ITH C.B.C. SECTION 2504, 2506. 30. LADDERS: CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA DEPARTMENT OF INDUSTRJAL RELATIONS "GENERAL INDUSTRY SAFETY ORDER" TITLE 8 AND CAL/OSHA. 31. ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL OE 15" MIN. ABOVE FINISH FLOOR MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING AND 48" MAX.UNLESS MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING UNLESS NOTED OTHERV!SE. C.B.C. SECTION 1117B.6.5.2 32. CONTRACTOR SHALL NOT USE ANY PRODUCTS CONTAINING ASBESTOS. GREEN BUILDING STANDARDS 1. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50h OF NON-HAZARDOUS CONSTRUCTION AND DEMUJTION WASTE IN ACCORDANCE WITH C.G.C. SECTICN 5.408.1.1, 5.408.1.2 OR 5.408.1.3 OR MEET LOCAL A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 2. CDMIMISIONING FOR NEW BUILDINGS 10,000 Sf, AND OVER, BUILDING COMMISSIONING SHALL BE JNCLUDE IN THE DESIGN AND CONSTRUCTION PROCESSES -SEE C.G.C. SECTION 5.41D.2 3. A BUILDING "Operotions & Maintenance Schedule" (O&M) AS LISTED PER C.G.C. SECTION 5.410.2.5, 5.410.2.5.1. S.410.2.5.2 AND 5.410.4.5, SHALL BE DELIVERED TO lliE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR. 4. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED PER C.G.C. SECTION 5.S04.3 5. voc's MUST COMPLY W1H LIMITATIONS LISTED IN C.G.C, SECTION 5.504.4, 5.504.4.1, 5.504.4.3, 5.504.4.3.l, 5.504.4.4 5.504.4.5, 5.504.4.6 AND TABLES 5.504.4.1, 5.504.4.2, 5.504.4.3, 5.504.4.5 FOR: ADHESIVES, SEALANTS PAINTS & COATINGS, CARPET AND WOOD PRODUCTS 6. AFTER COMPLETION OF TESTING, ADJUSllNG AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY ]}IE INDl~DUAL RESPONSIBLE FOR PERFORMING Tl-lESE srncES -PER C.G.C. SECTION 5.410.4.4 7. PER C.G.C. SECTIGtl 5.410.1 lESllNG AND ADJJSTING (f SYSTEMS Sl-lALL BE REQJIREO FOR NEW BUILDINGS lfSS 11-lAN 10,000 Sf. CR DR NEW SYSTEMS TO SERVE AN ADDITION DR ALTERATION "38..[CT TD C.G.C. SECTION 303.1. ACCESSIBLE GENERAL(CONTINUED) 1. THIS PROJECT SHALL COMPLY TO CAC TITLE 24 ACCESSIBILITY STANDARDS. 2. PROVIDE SIGNS OISPLA YING THE IN fERNA llONAL SYMl:::lOL OF ACCESSIBILITY AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES ANO SHALL COMPLY 'MTH SECTION 118-202.4 ANO SEC'flON 118-401 3. UNOBSTRUCTED I\HERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48" MAX. AND THE LOW FORWARD REACH SHALL BE 15• MIN. ABOVE THE FINISH FLOOR OR GROUND. PER C.B.C. SECTION 118-308.1.1 AND 118-308.2 OBSTRUCTED HIGH REACH. I\HERE THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, ]}IE CLEAR FLOOR SPACE SHALL EXTEND BENEATH 11-lE ELEMENT FOO A DISTANCE NOT LISS TIIAfl TI-IE REQJIRED REACII DEPTH Ol'rR TIJE OOSTRUCTION. PER C.D.C. SECTION !!B-JOB.2.2 WALKS AND SIDEWALKS (EXISTING) 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS -OR BY ABRUPT CHANGES IN LEVEL EXCEEDJNG 1/2", AND SHALL -BE A MINIMUM OF 48" lN WIDTH. WAU{S LESS THAN 50• IN CLEAR WDTH SHAll PROVIDE A 60" X 60' PASSING SPACE OR A T-JUCTION AT INTERVALS NOl TO EXCUD 200 FT. PER ~CllOO 118-.fOJ.5.3, 118-.fOJ.5.I, 118-30-U.2, 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1 /2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICAL TO 2 HORIZONTAL, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. SECTION 118-303.3 ANO FIGURES 118-303.2 AND 118-303.3 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY W1TH THE REQUIREMENTS FOR CURB RAMPS. SECTION 118-405 AND 118-406 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORI- ZONTAL IT SHALL COMPLY WlTH THE PROVISIONS OF SECTION 118-405 AS A PEDESTRIAN RAMP. 5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1:48 PER FOOT. SECTION 118-403.3 6. S\li\NGING DOORS AND GATES SHALL HAVE A MANEUVERING CLEARANCE COMPLYING \li\TH rABLE 118-404.2.4.1 7. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTJNG AREAS, 60" IN LENGTH AT INTERVALS OF AT LEAST 400' MAX. PER C.B.C. SECTION 118-403.7 8. FLOOR ANO GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH C.B.C. SECTION 118-302 9. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER PER C.B.C. SECTION 118-302.3, EXCEPT AS ALLOWED IN C.B.C. SECTION 118-407.4.3 ENTRANCES AND EXITS (EXISTING) 1. EACH ENTRANCE TO A BUILDING OR FAC!UTY REQUIRED TO COMPLY WITH C.B.C. SECTION 118-206.4 SHALL COMPLY WITH C.B.C. SECTION 118-404 2. AT U:AST ONE ACCESSIBLE ROUTE SHAU BE PROl/lDED \\llHIN lHE SllE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACIUJY ENTRANCE fHEY SERVE. 'llrlERE MORE THAT ONE ROUTE IS PROVIDED ALL Cf fl1E ROUTES MUST BE ACCES'.:lBLL PER C.8.C. SECJION llB-206.2.1 PARKING !EXISTING) 1. PROVlDE ACCESSIBlf PARKING SPACES AS REQUIRED BY TABLE 118-208.2 (SEE SITE REFERENCE PLAN). PER C.B.C. SECTION 118-208 TOTAL NUMBER OF NUMBER OF ACCESSIBLE PARKING SPACES PARKING SPACES REQUIRED 1-25 ........••............................................. 1 26-50 •.................................... ···•·······, .... 2 51-75 .. , , ................. , ................................ 3 76-100 .......... , . , .......... , . . . . . . . . . . . . ............... ,1. 101-1~ .. , ......... , ........................................ 5 151-200 .......•.............•.............................. 6 201-JC0 .............................•... , ....•............ 7 301"-i-OO .•..••. , ...•..•..•...•....•. , ..•.....•..•..... , •... 8 401-500 ....... , ........ , ............... , ......... , . , ...... 9 501-lOCO ........................................ 2X OF IO!Al 1,001 AND OVER ....... 20 SPACES PLUS 1 FOR EACH )00 OVER 1,000 2. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVlDED, fHEY SHALL BE 14' WIDE AND OU r- UNED ro PROVIDE A g' PARKING AREA AND A 5' LOADING AND UNLOADING ACCESS AJSLE ON EllHER SIDE Cf lHE PARKING SPACE EXCEPT FOO. VAN PARKING SPACES 'M-JICH SHALL HAVE ACCESS AJSLES LOCATED ON THE PASSENGER SIDE OF lHE PARKING SPACE. PER C.B.C. SECTION 118-502.2, 118-502.2.4 AND FIGURES 118-502.2, 118-502.3 3. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDING A 14' WIDE SPACE FOR EACH PARKJNG SPACE, TWO SPACES CAN BE PROVIDE YIITHIN A 23' WIDE AREA LINED TO PROVIDE A 9' PARKJNG AREA ON EACH SJOE OF A 5' LOADING AND UNLOADING ACCESS AISLE IN lHE CENTER. PER C.B.C. SECTION 118-502.2 AND FIGURES lJB-502.2, 118-502.J 4. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 216". PER C.8.C. SECTION 118-502.2 AND FIGURE 118-502.2 5. ONE IN EVERY SIX ACCESSJBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESS AJSLE 96" \li\OE MINIMUM AND PLACED ON THE PASSENGER SIIJE OF THE VEHICLE AND SHALL BE IJESJ.GNAIEIJ VAN ACCESSIBLE. PER C.8.C. SECTION 118-208.2.4, 118-20!!.3 ANO 118-208.J.1 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBlf AND SHAll NOT EXCEED ONE UNIT VER11CAL TO 48 UNITS HORIZONTAL IN ANY DIRECTION, SECTION llll-502.~ 7. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDJATEL Y ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF THE JNTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON DARK BLUE BACKGROUND. TI-!E SJGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN lN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF BO" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. PER C.B.C. SECTION 118-502.6 8. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON A WALL AT THE INTERIOR ENO OF THE PARKING SPACE AT A MJNIMUM HEIGHT OF 60" FROM lHE PARKING SPACE FINJSHED GRADE, GROUND OR SIDEWALK. PER C.8.C. SECTION 502.6 9. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. MAINTAIN 60" HEIGHT. -EXCEPTION SIGN LOCATED WllHIN AN ACCESSIBLE ROOTE SHALL BE A MIN. OF 80" ABOVE: FINISH FLOOR. PER C.B.C. SECTION 118-502.6 10. AN ADDITJONAL SIGN SHALL BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET FACILITIES, OR IMMEDIATELY ADJACENT TO AND V!SJBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS TIIAN 17"x22" IN SlZ[ WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPJCUOUSLY STATES THE FOLLOWING: Unauthorized vehicles parked In designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at ownsr's expensr:i. Towsd vehicles may be reclalmsd at _____ or by telephoning _____ . BLANK SPACES ARE TO BE FILLED IN 'MTH APPROPRJATE INFORMATION AS A PERMANENT PART OF lliE SIGN. PER C.8.C. SECTION 118-501.B 11. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL BE PROPERLY STRIPED AND SHALL HAVE SURFACED IDENTIFICATION DUPLICATING EITHER Of THE FOLLOW!NG SCHEMES: 118-502.2, 118-502.3, 1\B-502.3.3 AND C.B.C. SECTION 118-502.6.tl, 118-502.6.4.2 A. BY OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT. OR B. BY OUTLINING A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. NOTE: TH[ PROFILE VIEW SHALL BE LOCATED SO THAT lT IS VlSIBLE TO A TRAFFIC ENFORCEMENT OFFICER W1-lEN A VEHICLE JS PROPERLY PARKED IN THE SPACE ANO SHALL BE 36" HICH BY 36" \\1DE. 12. THE WORDS 'No PARKING' SHALL BE PAINTED ON THE GROUND 'MTHIN EACH 5' OR B' LOADING AND UNLOADING ACCESS AISLE (IN WHITE LETTERS NO LESS THAN 12" HIGH AND LOCATED SO THAT IT JS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS) . PER C.8.C. SECTION 118-502.3.3 PEDESTRIAN RAMPS (EXISTING) J. ANY ACCESSJBLE ROUTE OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 VERTICAL TO 20 HORIZONTAL. C.8.C, SECTION 118-403.3 2. [HE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVJDES ACCESS FOR PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1 VERTICAL TO 12 HORIZONTAL rnE MINIMUM RISE FOR ANY RUN SHALL BE JD INCHES. C.B.C. SECTION 118-405.2 AND 118-405.6 3. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1 VERTICAL TO 48 HORIZ- ONTAL. C.B.C. SECTION 118-405.3 4. HANDRAILS SHALL BE PLACED ON EACH SJDE Of EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP, SHALL BE 34n TO 38n ABOVE THE RAMP, SHALL EXTEND A MINIMUM OF 12~ BEYOND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. C.B.C SECTIONS 118-405.B, AND 118-505 5. THE GRIP PORTION OF THE HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2'', OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOl ROTATE W!THIN THEIR FITllNGS. PER C.B.C. SECTION 118-505.7.1, 118-505.8 6. HANDRAILS PROJECTING FROM THE WALL SHALL HAVE A SPACE 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. PER C.B.C. SECTION 11B-505.5 7. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAILS SHALL 8£ FREE OF SHARP OR ABRA- SJVE ELEMENTS. EDGES SHALL HAVE A MlNIMUM RADIUS OF 1/8". PER C.B.C. SECTION 118-505.6 CURB RAMPS (EXISTING) 1. CURB RAMPS SHALL BE A MINIMUM OF 4' IN WiOlH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. PER C.B.C. SECTION llcl-406.5.2 2. THE SLOPE OF CURS RAMPS SHAll NOT EXCEED 1 VERTICAL TO 12 HORIZONfAL. PER C.B.C. SECTION 118-406.2.1 ACCESSIBILITY NOTES (CBC 2013) CURB RAMPS (CONTINUED) 3. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMPS, OR ACCESSIBLE ROUTE, SHALL NOT EXCEED 1 VERIICAL TO 20 HORIZONTAL Win-JIN 4' OF THE TOP ANO BOTTOM OF THE CURB RAMP. THE Sl.OPE OF THE FANNED OR FLARED SIOES OF CURB RAMPS SHALL NOT EXCEED I VERTICAL TO 10 HOOIZONTAL. PER C.B.C. SECTION 118-406.5.8, 118-406,2.2 4. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE SURFACE OF RAMP RUNS AND llJRNING SPACES. SURFACE SLOPES THAT MEET AT GRADE BREAKS SHAll BE FLUSH. PER C.B.C, SECTION 118-406.5.6 5. CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES 'MOE ALONG THE TOP OF lliE CURB RAMP AT THE LEVEL SURFACE <, nlE TOP LMDING AND AT TIIE OUr.JDE EDGES <, THE FLARED SIDES. PER C.8.C. 118-406.5.11 6. DETECTABLE WARNING AT PEDESTRIAN ISLANDS OR CUT-lHROUGH MEDIANS SHALL BE 35• MIN. IN DEPTH EXTENDING TIIE FU~ WDTH Df TIIE PED[SOOAN PATH 00 EiJT-THROOGH, PLACED AT TIIE EDGES Df TIIE PED[soom l:l.MD 00 CUf-TIIROOQI MEl!AN AND SHALL_BE SEPARATED BY 2f MIN. OF WALKING SURFACE YI\THOUTJJ.ETI:GTAB.1£ Vlt\RNLN_GS. PEB C08.C. l1B-105.1.2.J 7. A CURB RAMP SHALL HAVE A DETECTABLE WARNING lHAT EXTENDS 36" IN 1HDE DIRECTION OF TRAVEL AND FULL 'MDTH Cf IHI: RAMP RUN EXCLUDING ANY FLARl:IJ SIDES.CURB RAMP INSIDE THE GROOVl::D BORDER DEfECTABLE WJI.RNINGS SHALL CONSIST OF RAISED lRUNCAlEO DOMES WllH A DIAMETER OF 0.9"MIN. AND 0.92"MAX. AT THE BASE, TAPERING AT THE TOP TO A DIAMETER OF 0.45"MJN. AND 0.47"MAX. TO A HEIGHT OF 0.18'MIN. AND 0.22"MAX. ANO A CENTER-TO-CENTER SPACING OF 2.J"MIN. ANO 2.4"MAX. IN COMPLIANCE IMTH FIGURE 116-705.1 DETECTABLE WARNING SURFACES SHALL CONTRAST \.1SUALLY 'MlH ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-UGHT. THE MATERIAL USED TO PR0\.1DE CONlRAST SHALL BE AN INTEGRAL PART OF 1HE SURFACE lHE DOMES MAY BE CONSTRUCTED IN A VARIEff Cf METHODS, INCLUDING CAST-IN-PLACE OR STAMPED, OR MAY BE PART Of A PREfABRICAIEO SURFACE IH£A111ENr. ctjLY APPROVED DSA-AC DEfACHA8l£ WARNING PROOUClS AND DIRECllONAL StJRFAC£S SHALL BE INSTALLED AS PR0\.10EO IN lHE CAJJFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTIQE 2, 3 ANO 4. PER C.B.C. SECTION 118-705.1.1.1, 118-705.1.1.2, 118-705.1.l.3, 118-705.1.2.2, 118-406.5.1.2 8. THE SURFACE OF EACH RAMP AND ITS FLARED SIDES SHALL COMPLY WITI-1 C.B.C. SECTION 118-403.2, DOORS 1. EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READJLY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 A OR 118 SHALL NOT REQUIRE TIGHT GRASPING, TIGIIT PINCHING OR T\\1STING OF ]}IE WRIST TO OPERATE. LOCKS AND LATCHES SHALL COMPLY WITH C.8.C. SECTIONS 1008.1.9 AND 1008.1.9,1 2. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OlliER OPERATING DEVlCES SHALL BE INSTALLED 34"MIN. TO 48"MAX. ABOVE THE FINISH FLOOR. PER C.B.C. SECTIOO 1008.1.9.2 3. THERE SHALL BE A LEVEL AND CLEAR FLOOR OF LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH JN THE DIRECTION OF DOOR SWING PER C.B.C. TABLE llB-404.2.4.1 4. THE W10TH OF THE LEVEL AREA ON THE SIUE TO WH!CH IHE DOOH SIMNGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE OF INTERIOR DOORS. ADDITIONAL 12" IS REQUIRED AT THE PUSH SIDE, If DOOR IS EQUIPPED ~TH BOTH LATCH AND CLOSER. PER C.B.C. S[CTION 11B-JD<.2.!.J TABLE 118-404.2.4.1 AflD FlGURE 11B-40!.2.!.I 5. REGARDLESS OF OCCUPANT LOAD, THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/r LOWER THAN THE THRESHOLD OF IHE DOORWAY CHANGE IN LEVEL BEIWEEN 1/4" AND 1/2" SHALL BE BEVELED 'MTH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE). NOTE: EXCEPTION IS PERMITTED FOR EXTERIOR LANDINGS, WHICH MAY SLOPE 1/4" PER FOOT (27.) IN ANY DIRECTION, FOR SURFACE DRAINAGE. PER C.8.C SECTION 1008.1.6, 118-303.2, 118-303.3 6. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH Vl:SflBUU:: WHEN [HE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITI-lER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BErNEEN THE DOOR. PER C.B.C. SECTION 118-404.2.6 7. THE BOTTOM 10" OF All DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINT- ERUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST 1/ilTHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10'' HIGH SMOOTH PANEL SHALL BE INSrALLl::D ON IHE PUSH SllJE OF THE DOUR, WHICH YIILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PER C.B.C. SECTION 118-404.2.10 8. CJI.RPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAO, OR BACKING OR DR NO EiJ:1,ICT, DR PAD. CARPET OR CARPET TILE :1,All HAVE A LEVEL LOOP, fEXIJRED LOOP, LE\11 EiJT PILE, LEVEL OJT/UNCUT PILE TEXlURE. PER C.8.C. SECTION 118-302.2 9. ll-JE FORCE FOR PUSHING CR PUWNG OPEN A DOUR OR GA IE O fHER !HAN FIRE IJOORS SHALL BE AS FOLLOWS; PER C.B.C. SECTION 118-40(2.9 * INTERJOR HINGED DOORS AND GA TES: 5 POUNDS MAX. • SLIDING OR FOLDING DOORS: 5 POUNDS MAX. • REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY ll-JE APPROPRIATE ADMINISTRATIVE AUlliORlff, NOT TO EXCEED 15 POUNDS ; EXTERIOR HINGED DOORS: 5 POUNDS MAX. STAIRWAYS I EXISTING) (REFER TO STAIRWAYS DIAGRAM FOR ADDITIONAL INFORMATION) 1. THE TERMINATION OF THE EXTENSJON OF HANDRAIL SHALl BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO Tl-IE FLOOR, WALL, OR POST. WHERE TIIE STAIRS ARE CONTINUOUS FROM LANDJNG TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS ANO NEED NOT EXTEND OUT JNTO THE LANDING. SECTION 11B-5D5.3 2. ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED, OR CHAMFERED, EXPOSED EDGES, ANO NO ABRUPT EDGES AT THE NOSING (FRONT EDGE). SECTION 118-302 AND 118-504.5 ELEVATORS (EXISTING) (REFER TO ELEVATORS DIAGRAM FOR ADDITIONAL INFORMATION) 1. IN BUILDINGS TWO OR MORE STORIES IN HEIGHT, SERVED BY AN ELEVATOR, OR A BUILDING SERVED BY AN ELEVATOR REQUIRED BY CHAPTER 118, OR A BUILDING SERVED BY AN ELEVATOR RE- QUIRED FOR ACCESSIBILITY OY SECTION 109.1, ALL ELEVATORS PROVIDE SHALL ACCOMMODATE A WHEELCHAIR. SECTION 118-407 2. WHEELCHAIR LIFTS, IF PROVIDED SHALL COMPLY \li\TH CBC SECTION 118-410. Wl-!EN A WHEELCHAIR LIFT IS PROVIDED AS A COMPONENT IN AN ACCESSIBLE MEANS OF EGRESS, IT SHALL ALSO COMPLY 'MTH CBC SECTION 118-302, 118-303, 118-305, 118-309, 118-404.3, 118-703.5 ANO 11B-703.7.2.1 3. LIFTS MUST MEET SPECIFJCATIONS LISTED IN SECTIONS 3008.1.4.l TI-IROUGH 3008.1.4.10 SANITARY FACILITIES (EXISTING) (REFER TO SANITARY FACILITIES DIAGRAM FOR ADDITIONAL JNFORMATION) 1. SANITARY FACILITIES THAT SERVE BUILDING, FACILITIES OR PORTJONS OF BUILDING OR FACILITIES THAT ARE REQUJRED TO BE ACCESSIBLE TO PERSONS WJTH 0/SABILITJES ARE REQUIRED TO BE ACCESSIBLE. SECTION 118-202 2. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL !::IE IDEN flFIED BY AN EQUILATERAL lRIANGLE 1/4" THJCK WlTH EDGES 12'' LONG ANO A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CJRCLE 1/4~ THICK ANO 12" IN DIAMETER. SEC. 118-703.7.2.6.1 3. UNISEX SANITARY FACILJTIES SHALL BE IDENTIFIED BY A CIRCLE 1/4• THJCK, 12" DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. SEC. 118-703.7.2.6.3 4. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE Cf:NTER!:.O ON THE DOOR AT A HEIGHT OF 60'' AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFER- ENT FROM ]}IE COLOR AND CONTRAST OF lliE DOOR. SECTION 118-703.7.2.6 5. ADDITIONAL SIGNAGE REQUIREMENTS: RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOM- PANIED BY Braille IN CONFORMANCE WlTH SECTION 118-703.1 THEY SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WI-JERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SJGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH W1THIN 18 INCHES OF SIGNAGE WlTHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING \\1THIN lliE S\\1NG OF A DOOR. SECTION 118-703.4.2 MULTIPLE ACCOMMODATION SANITARY FACILITIES 1. MANEUVERING SPACE AT THE COMPARTMENT DOOR SHALL COMPLY W1TH SECTIONS 11B.304 AND 118-603, EXCEPT THAT THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS lliAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. SECTION 118-6D4.8 2. THE JNSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPEU HANDLE, IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUJRING THE USER TO GRASP OR TWIST. SECflON 111:l-404.2.1 SANITARY FACILITY FIXTURES AND ACCESSORIES 1. THE HEIGHT OF ACCESSJBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, EXCEPT THAT 3" SEATS SHALL BE PERMITTElJ ONLY IN ALTERATIONS WHERE lHE EXISTING FIXTURE IS LESS lHAN 15" HIGH. SECTION 118-604.4 2. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWlSE COVERED. THERE SHALL OE NO Sl!ARP OR ABRASIVE SURFACES UNDER LAVATORIES. SECTION 118-606.5 3. WHERE ONE OR MORE URINALS ARE PRO'v10ED, AT LEAST ONE WITH A RIM PROJECTING A MINJMUM OF 14" FROM "IHE WALL AND A MAXJMUM OF 1/" FROM fHE WALL AND AT A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIOED. SECTION 118-605.2 4. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE 'MOE SIDE OF TOILET AREAS. SECTION 118-604.6 5. WATER CLOSET AND URINAL FLUSH V/\LVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WlTH ONE HANO, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. SECTION 118-605.5, 118-309 6. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET ANO URINAL FLUSH VALVE CONTROLS, ANO FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 lbf. 118-309.4 7. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF lHE FAUCET REMAINS OPEN FOR Ar LEAsr 10 SECONDS. SECTION 118-606.4 SANITARY FACILITIES (EXISTING) (coNTINUED) GRAS BARS 1. TI-JE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR lHE SHAPE SHALL PR0\1DE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND llil: GRAB BARS SHALL BE 1-1/2". SECTJON 118-609 AND FIGURE 11B-609.2.2, 118-609.3 2. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEArS, FASTENERS, ANO MOUNTING DEVlCES SHALL MEET THE SPECIFICATIONS OF SECTION 118-609.8 3. lliE CRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". SECTION 110-609.5 BATHING FACILlllES I. SHOWER COMPARTMENT SIZES MUST COMPLY WITH SECTION 118-608.2 2. PROVIDE GRAB BARS FOR COMPARTMENT SHOWERS WHICH COMPLY WllH SECTION 118-609 AND SECTION 118-608.3 3. THRESHOLDS OR RECESSED DROPS AT COMPARTMENT SHOWERS SHALL BE A MAXIMUM OF 1/2~ IN HEIGHT AND SHALL COMPLY W!TH SECTION 118-608,7 4. COMPARTMENT SHOWER FLOORS SHALL SLOPE TOWARD THE REAR TO A DRAIN LOCATED WITHIN 6" OF THE REAR WALL, WJTH A MAXIMUM FLOOR SLOPE OF 2 PERCENT IN ANY DIRECTION. THE FLOOR SURFACES SHALL BE OF Carborundum OR GRIT-FACED TILE OR OF MATERIAL PROVIDING EQUIVALENT SLIP-RESISTANCE. SECTION 111::1-608.9 5. THE FOLLOWING COMPARTMENT SHOWER ACCESSORIES SHALL BE PROVIDED: SECTION 118-609 118-610.3 A. A FOLDING SEAT \\lTH DIMENSJONS AS SHO\litl ON FIGURES 118-610.3.1 AND 118-610.3.2, ANO LOCATED AS SHO\m 00 FIGURE FIGURE 118-610.3. 8. L-SHAPED GRAB BARS LOCATED ON WALLS ADJACENT TO ANO OPPOSllE rHE SEAT. GRAB BARS SHALL COMPLY W1TH DIAMETER, LOADING, ANO PROJECTION REQUIREMENTS OF SECTION lHJ-608.3.2 AND 118-608.3.3. C. CRAB BARS MOUNTED 33' TO 36' ABOVE lHE SHOYtER FLOOR. PER SEC. 110-6Qg.+ D. SOAP DISH LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40" ABOVE THE SHOWER FLOOR AND \\lTHIN REACH WAITS FROM lHE SEAT. PER SEC. 118-508.10 6. A FLEXIBLE IIAND-HELO SHOWER UNIT W!TH A HOSE AT LEAST 59" LONG SHALL BE PROVlDED W1TH A HEAD MOUNTING HEIGHT OF 48" MAXIMUM ABOVE THE SHOWER FLOOR. SECTION 118-608.6 AND 118-608.5.2 7. WATER CONTROLS FOR SHOWERS OF A SINGLE LEVER DESIGN SHALL BE LOCATED ON THE SIDE WALL OPPOSITE THE SEAT, 40" ABOVE THE SHOWER FLOOR, AND SHALL BE OPERABLE WITH A MAXIMUM FORCE OF 5 lbf. SECTION 118-608.5.2 & 118-309.4 LOCKERS 1. AT LEAST ONE ANO NOT LESS THAN 17. OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO PERSONS W1TH OISABILITJES, JNCLUDING CLEAR SPACE, REACH RANGE REQUIREMENTS, AND A PATH OF TRAVEL NOT LESS THAN J6" IN CLEAR WIDfH TO THESE LOCKERS. SECTION 118-225.2.1 SPECIAL HAZARDS PROJECTING OBJECTS I. OBJECTS WITH LEADING EDGES MORE THAN 2/" ANO Nor MORE THAN 80" ABOVE THE FINJSH FLOOR OR GROUND SHALL PROTRUDE 4" MAXIMUM HORIZONTALLY INTU TH[ CIRCULAnON PATH. PER C.B.C. SECTION 118-307.2 2. FREE-STANDING OBJECTS MOUNTED ON POSTS OR P'rLONS SHALL OVERHANG CIRCULATION PATH 12• MAX. WHEN LOCATED 27"MIN. ANO ao· MAX. ABOVE lHE FINISH FLOOR OR GROUND. PER C.8.C. SECTION 11£1-307.J 3. WHEN A SIGN OR OTHER OBS!RUCIION IS MOUNTED BETWEEN POSTS OR PYLONS AND [}IE CLEAR DISTANCE 8El'l!EEN lHE POST OR PYLONS IS GREATER lHAN 12', THE LOWEST EDGE or SUCH SIGN OR OOSTRUCTION SHALL aE 21• YAX. OR BO' MIN. ABOVE ll1E FINISH FLOOR OR GROUND. PER C.B.C. SECTION 118-307.3 FLOOR SURF ACES 1. CHANGES IN LEVEL SHALL Nor BE MORE THAN 1/2'' (1/4" VERTICAL AND 1/4" BEVELED AT 45 DEGREES IS ALLOWABLE). PER C.B.C. SEC/ION 118-303 NOTE: THE ACCESSIBILJTY NOTES AS SHOWN, ARE THE MINIMUM CODE REQUIREMENTS TO WHICH THIS PROJECT SHALL COMPLY. REFER TO THE CONSTRUCTION DOCUMENTS FOR SPECJFIC INFORMATION REGARDING THE DESIGN OF THIS PROJECT. SmithConsulti11gArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (760) 797 -1377 (760) 269 -3889 Fax WWW.5CJ-sd.cu111 <l:}2011 Sulitl, ConsulLill<J ArCl!ltect5 Cf) I-z w L w > 0 a:: c... L t--t w I-t--t Cf) u _J _J ... a:: w ~ 0 <( w Cf) a:: u Revision Dates Issue Dates Planning 0 T"""I 0 N °' <( u "O ro ..0 V) l.... ro u ... 0.. l.... (1) ~ 0 co (]) V) °' 0 °' l.{) l/11/14 Design Development Plan Check Consistency Determination Set Construction Set 9/17/H Drawing Date 07/07/2014 Check By SC Drawn By GS Scale as noted Job Number 10124.TOS Sheet Number TS2 ,, "' ;; 0 (0 ....,0 ...., I 0 "' TSJ-10.DWG I I /_ ' ~~-iip)IMJ !Pl@~~~~IL[g [pl[gID)~~,r~~~lm 'lr~~IFIF~© I-----~LECTOpii:;IZED F~CELLAN ENAMELED &TEEL SIGN WITH I' HiGH BLACK LETTE~ ON A UJ-llTE BACKGROUND NOTE: COtHRACTOR TO 5UeMIT SHOP DR.4UJING5 IN ACCC>f<DANCE WITH THE CAR!..56AD RACEWAY ElUSINES& FAr<i< -'ND THE HU. FENTON CCNFANY DESIGN GUIDE LINES b • "' rsJ-6 ' 'ZERO' CURB ACCE551BLE FARJ<.ING &IGN. MODIFY SIGN FER DETAIL 3/T53 ·1 ~ l 17';,0u ••. ,.,.~.,~. "<-"·> -~-~.;~.~-> 0 ;~gti'.;~~:J~tt;~3~3~g0 ".;".,:,~~t;~~~:;~~tl~~:;'.J~gtg~~.;"Jgg~t~~:fi~~ii!i~-l,'1'/ol;'c---NEW TRUNCATED DOME5 FEJ'ii: ,,''o"~"•"'•>'o\~··o'"•o,,oo•;•'',0 c'•'"•''·,'',"•'"•'•,"a"o''o'"•,"o"o'"•'"•,''o''o'"•"·•'',"o' :*~J;!~~*~' :•~~.,~~~3i!~~~~~~~i~~~~~~3;;*~~:'.3i**~:!;;~~t~t~~~3i cec 1127.B.5.1, MATCH (E) ~ TRUNCATED DoME5 oN 5/TE ~ , "., 'lt----llNE OF (EJ WALKWAY ~ "" CURB LUJ..lERE OCCUR& '----lf---""~---Jl-.---.:,.__-IJ---F~E>CA5T WI-IEEL STOP ~ • ,i• CU"'3 !TTF ! 11,-------tt~--&T!'-c:IF FAINTED Fl='.R CITY 5T ANDARD5 ,_1L.-~--=-1r---NOTE, 2% MAX. 5U~ACE ..;-V &LOFE IN ANY DIRECTION IF YAN ACCE551BLE &FACE OCCURS JT SHALL BE LOCATED ON THJ5 &IDE (F;e71_..--jj----FAINTED HANDICAF &'l'MBOL. &,'Jr FE!'< &TATE BUIL.DING CODE 5EE DETAIL 1!T53 l PEDESTRIAN TRAFFIC SIGNAGE :: 6,, ACCESSIBLE PARKING STALLS l/6' = 1'-0' I/ '- " 1 / 7 0011111 :s,c-, 0..,C_TIDN ll!»BI' l'OIIPROB:I" NC). __ _ ll\,n N~11, City l'lwJJ1~r l(ECO.\l,\IENUEUUY: _________ _ UA.TE· ____ _ I I I I l SLOPED l 48" HIN. l SLOFED l \__CU"'3 FACE .,l'--~cu==RB==-.,1<---,,~c~u"RB=-----,!,~-=c"'u=RB="--.l'-4 ISJ-20 ACCESSIBLE CURB RAMP CBC 2013 2010 ADASA[ 114' = 1'-0' I/ '- "2 / = SIGN TO BE CENTERED AT THE INTERIOR END OF FAr<i<ING $FACE 1" -ir---•~------~,~ 112" RADIUS P <-'-+---1/16" ALUMINUM SIGN WI BLUE BACKGROUND W/ WHITE SYMBOL AREA Cf &JGN TO BE -- A MIN. OF 10 SQ. IN. FER cec 116-5>"2b.l §! L L-+---INTERN.ATICNAL SYMBOL OF s ACCESSABILITT FER !2e>l3 CBC " ~ SEC 116-103.72.1) brZI" MIN. FOR FREE STANDIN:'.:i ( W" MIN. FOR WALi-MO.Jl,HED. TO TOF OF WALKING 5U~ACE ---....., FER CBC llB-5>02.6 ~--t----WfllTE LETTER& ~~~~~w~, ---.,---t·---r----:.:i;::!'E~::::::==~=..'..:I '~•·~· D~l~A~GALV. 5TL. PIPE. .. -·-= ' , ' ,.-1 ~~-~-"11-~~---~~ CONTRACTOR TO SUBMIT SHOP • ·, • . '. , . ' FINISl-i SUR'AcE ' "v I I I , I DRAWINGS IN ACCORDANCE WITH THE CITY OF "'' DESIGN GUIDE LINES ,• • L.'.'. _j '• • , , " , . I. 12" I ACCESSIBLE PARKING SIGN CBC 2013 2010 ADASAC 3 EXISTING JS3---05.dwg 20' (11' MIN.) .,,--REFLECTORIZED PORCELAIN UNAUTHORIZED VEHICLES V ~=~,°e C~~:~?J~{uE PARKED IN DESIGNATED BACKC,RC>JND ACCESSIBLE SPACES NOT DISPLAYING I ,.,...--LETTERING ON SIGN M\J&T BE DISTINGUISHING PLACARDS V A MINIMUM Cf I' IN HEIGHT OR LICENSE PLATES_/ ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT I<-----SIT!= ENTRANCE SIGNAGI= FER cec &ECTJC)N 112<:iB5 !Address)';;:; :;,-_::---Jt-:::=-,n AFFROPRIATE INFOR'!ATION OR BY TELEPHONING c--M\J&T BE INCLUDED ON SIGN (Telephone Number),_.....---(MINIMUM Cf I' IN HEIGHT! MINIMUM FINE $250 <----------2' ♦ GALVANIZED STEEL PO&T EMBEDED IN CCNCRETE FOOTING, ~-----SECURE SIGNS TO POST WITH GALVAN I ZED MACHINE BOL T5 AND STRAPS, TOP AND BOTTOM <TYP.J ~--(3) '3 TIES AT 2" 0.C. FINISHED GRADE ( 4} •4 VERT. EQJALL Y SPACED . . . , . .. . •. . . ;/;V· "3 TJE& AT ':l" o.c. :, [_ ..--'t--t~-../11• ..,> I:: ,.' ... ':··:· ·~-.:. 1.. jl,__i( ,,,.,z . NOTE· CCNTRACTOR TO SUBMIT SHOP ~ :--,--: 1· 1 • DRAWINGS IN ACCORDA\ICE WITl-l ~ e.:"'-1----+-i 71-~ ..,_ '_ _!__ _J_ ,:~. : ! THI:: CITY Cf SAN DIEGO • • ; 'L _J ,, • , DESIGN GUIDE LINES N ....... , ,, . •-• .•. ;·· +---1.----~·. :.. . ' . . . . .... , ) •·.L. '· ' . .. ' I ........ , ' ::l····" ~ t i•:···:···;'12' ;.... _ 'I 'l SITE ENTRANCE ACCESSIBILITY SIGNAGE " ' I 1/2' = 1'-IZI' 5 " , Sm ithCon su lti n9 Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 rax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (760) 797 -1377 (760) 269 -3889 Fax www.aca-s(].co111 ©2UJJ Sml{h Consulting Ar,;hllec!s Cf) l-z w 'S"" 0 w T"""I > 0 N 0 (J) cc: 6 CL :E "O .......i ro ..0 w V) -l-l.... ro .......i u Cf) .._ u Q.. .....J l.... .....J (lJ ±:: .... 0 cc: w ro ~ (IJ CJ) (J) 0 0 <( (J) I..[') w Cf) cc: u Revision Da tes /\ ?i /\ 6 6 Issue Dates Planning 7/11/14 Design Dev elopment Plan Check Consistency Determinati on Set 9/17/lti Constructio n Set • Drawing Da te 07 /07 /201 'i Check By SC Drawn By GS Scale as noted Job Numbe r 10124.TOo Sheet Num ber TS3 -c -w -c 0 CD -t, 0 ...... I 0 w , I l I l l 1 i ' ! I I ' \ V'' I \ \ i \ I I \ \ \ ; EX. 1'fPE F INLET TO BE PROTECTED IN PLACE ! '! ! I \ \ f , j 15' EASEMENT TO CMWD PER DOC#1991-0327B<'.1 --_DATED:JULY03, 1991. 407.71 ---EX. UTIUTIE ( 407.60) \ CONCRETE ,/4, ;(,"'' ' ' I P·•·•·- /ltr'' ................. . r CONC j /•,, .............. ,_,,__ I ... , n·· [;F1✓···, , ,., ~ / bl ---I I I ... ,,, u , , .. ---- , \ -- EX. FFE ( 409.65) (40).14) (407.44)Ex. R/W UTILITIES \ TO BE·PROTIEGTED IN PLACE ..... · ( 407.2J}.,. ( 406.85) 0 SEE C2 ---- . (',09.46/ (409.59) I (407.08) (406.99) .... r,;,.,,< ✓~•' / ~ .. - I // ................. / // , (409.65) ( 409.3 .. - EX. R/W UTILITIES TO BE PROTECTED !N PLACE EX. F/RE R.P.D.A. TO BE PROTECTED IN PLACE EX. UTILITIES TO BE PROTECTED IN PLACE NOTE, 1. ALL EQUIPMENT / UTILITIES 1'11LL NEED TO BE TESTED PRIOR TO REUSE 2. ALL J PLUMBING DEYISES W'ILL NEED TO BE REMOVED AND REPLACED UPDATING THEM TO CURRENT STANDARDS. PER FIRE DEPARlMENT RECCOMENDATIONS. SCALE: 1 "=20' j I I I I I l i I I I I ' f ( \ \ CONSISTENCY IJETERMLNATlON EXllllHT FOR PROJECl' NO. __ _ Dua Neu, Cily l'l.iim~r RL::COl'l-lML::NOW UY: __________ _ LEGEND DESCRIPTION STANDARD DRAWING SYMBOL EXISTING PROJECT BOUNDARY PARKING UGH T EXISTING ROOF DRAINS EXISTING FIRE HYDRANT EXISTING RECLAIMED VALVE EXISTING RECLAIMED METER/VAULT PROPOSED NEW CURB NEW 6" PVC PIPE Fll TERRA UNIT. T&G JOINT. SHIM FOR ADJ US rMENT ro SLOPE. G14 'j NOS OR EQUAL RD c@P ® □ PERFORATED PIPE UNOERDRAIN SYSTEM BT KRIST AR. PVC OUTLET COUPLER PROVIDED CAST MONOLITHIC. INVERT AT 3.50' 142.00'1 FROM TOP OF CURB .. I ALL [XTERNAL PIPING & ANGLES BY OTHERS. FIL TERRA CROSS SECTION NTS TREE/PLANT AS REQUIRED. --'IC TO BE INSTALLED AT ACTIVATION. PAVED OR LANDSCAPED SURFACE. STAINLESS STEEL NOSING -~ {WITH FIL TERHA LOGO). FACE OF CURB. 6.00" STANDARD CURB HEIGHT. LOCAL AREA DEPRESSION OR FLUME PER LOCAL AGENCY STANDARD. STANDARD 4fl00" OPENING. FOAM INSERT/DEBRIS GUARD (NOT SHOWN IN rHIS VIEW). TO BE REMOVED AT ACTIVATION. PAVEMENT SURFACE. SLOPE ► )a j 0.67' NO DUMPING PLACARD. BASE MATERIAUBACKFILL AS REQUIRED. FIL TERRA SECTION NTS fl!.§1 K& S ENGINEERING, INC. ~ Planning . Engine ri . Surveying 7801 Wiss o, CA 92108 (619) 296-5565 Fax: ( 96-5564 SmithConsu lting Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (76D) 797 -1377 (760) 269 -3889 Fax @2011 Smith C:onsultlng Archltett1 V) z 0 1--1 ~ ~ 0 z w Cl w ~ 1--1 CJ) Cl LJ.J ~ 0 ~ CJ) Revision Dates [i Issue Dates Planning 0 T""I 0 N °' 6 "'C cu .c V) -I.... cu u ... -a.. I.... QJ ~ 0 cu QJ CJ) °' 0 °' Lt') Design Development Plan Check Bid Set Permit Set Construction Set Drawing Date Check By Drawn By Scale Job Number Sheet Number 09/24/2014 KSS DJM as noted 10124.TOS C-1 DRAINAGE PLAN "t1 -.,:i,. "tJ 0 CD .... 0 ....,, 6 w I I I I ; I I I : I ; I I ! ! I I I I 1 I I ; I I i I ; I ( i ( \ ' \ \ ' APPROXJM OF SOIL c~!P ~gcA 110N TESTING AS DIR TION THE F ECTED BY (TYi') IRE OEPARlMENT / / 15' EASE PER DOCMENT TO CMWD ,DATED: J~t~91~327821 03, 19\:11. 0 SCALE: 1 "=20' SEE C1 CONCRETE NEED TO BE TESTED EX. FIRE R TO BE PRa°t/·A· IN PLACE CTED CONSlSl"ENCY lJ FOi Bl BRMINAT { PROJECT NO. lON EXHLHIT Dale: Don N~u C tly l'lunn~r Rl.:C01"L\1EN . DI.:[) UY: OATLl: lj (San Di o, CA 92108 61 2 96-5564 SmithConsulr -~· , mg Architects 12220 El c . S . amino Real u,te 200 San Diego CA (858) 79; 92130 (858) -4777 793 -4787 Fax 78-000 Fred W . Suite 20l anng Road Pal m Desert CA (76 ) ' 92211 0 797 -1377 (760) 269 -3889 Fax """ sea-sd. C O rn (/) z 0 1--1 ~ 6 z UJ a: UJ 1- 1--1 (/) a: UJ s ~ (/) Revision Dates 0 ..-I 0 N O"I 6 ""O ro .0 l/) -!.... a ... -a.. !.... ~ 0 ro QJ (/) O"I 0 O"I l.f') ~'--------~ /\ li ZS:'----------~-- Issue Dates Planning De· Pl sign Development an Check Bid Set Permit Set Construction Set Drawing Date 09 /24/201'1 - Check By Kc:;'" _, Drawn By DJM Scale as noted Job Number 1012 4.TOS Sheet Number C-2 DRAINAGE PLAN (Ir 0 ..., " (0 0 I 0 c..., I I / / Existing Building Area +/-204,386 sf (Dripline) First Floor +/-42,075 s.f. (Dripline) Second Floor Total: +/-246,461 s.f. (Dripline) ·---------------------------:-0-----------------------1 ,; •:.•,,,;,/:.~• ,• ;••. L• •, ••,,•: • •••• \ ."" :•,••.,•. ,; ., .. ,-,,·.·••'·~--·;:,.'r •. ~.-.... ,- • ~ 1 j , , , i , , I' EXISTING CONDITIONS & DEMO PLAN SCALE: 1" c 40' -0" - 0 10' 40' SCALE, I' , 40'-0' I ' DEMOLITION LEGEND ---------------EXl5Tm CCt-!STp;iJC-Tlc:ti TO REMAIN. EXJSTll'ti TO 6E F:E'10YED. EXl5Tlf'i;i TOF OOIL, LPND5CAFE BED, ~5CAF'E OR CCNC~ TO BE F£MO'YED. CONSTRUCTION WASTE: THIS PROJECT SHALL COMPLY WITH THE CITY OF CARLS6AD CONSTRUCTION AND DEMOLITION DE6RIS RECYCLING AND DlsPOSAL REQUIREMENT. CCN.TRACTOR TO PRESENT FLAN TO CITY FOR AFFROVAL. THE REQUIREMENT SHALL 6E MET 6Y, L ON-SITE OR Cff-SITE RE-USE OF CONSTRUCTION ,61,JD DEMOLITION DE6RIS. 2. RECYCLING OF CONSTRUCTION ,'l,JD DEMOLITION DE6RIS AT CERTIFIED RECYCLINC":$ FACILITIE&. 3. OTHER DONATION OR RE~U6E Of Tl-IE CONSTR1.ICTION. AND DEMOLIT/CN DE6RIS ACCEPT A6LE TO THE AUTHORITIES. ]00' .. .! ., ., \ (\ DEMOLITION KEY NOTES: 0 0 0 0 0 0 0 0 0 1e> 0 0 EXISTING OJls'f! TO BE REMOVED. REMOVE el.AS 00 l:.:JFADE AND cooc. WALL fs610YE STEEL ruae STRICTURE AND 5TCNE BASE. EXIST. LANDOC.AFINCi TO f.E1AIN. SEE LAND5CAFE DRAUJ~. F'ROf'OOED DRIVEWAY CUL et:;J:; CIVIL A'ID LAND6CAFE DRAWi~. REMOVE EXIST. PAYERS A.ND FFEPARE FOR NEW PAYERS. SE:!:: CIVIL #JD LAND5CAFE DRAWi~. EXISTING STRIPING .AND PAYING TO SE REMOVED. SEE CIVIL FOR CiAADINCi FLAA EXISTINCi FIRE 1-lYDR,IINT TO REMAIN. FIELD YERIF=Y LOCATlct-1. EX/&TINCi UTILITIES TO REMAIN. FIELD VERIFY LOCATIOO AND SEE CIVIL AND L#IDSCAFE DRAWll't:15. EXISTll'i:i LIGI-IT POLES TO REMAIN. (TYP J EXISTINCi CONCRETE DRIVEWAY TO BE REMOVED. &EE CIVIL DRAWING& FOR NEIIJ DRIVE LOCATICN AND PET AILS. EXISTING X-FR1R'0 AND ENCLOSURE TO REMAIN. * REl10vE SECTION REFLECTlt't:s FOOL SEE CIVIL AND LPI-ID5CAF'E D~ll't:s.e. NO 1.L10R< Tl-HS SCOFE. EXISTll'k::i SIDEWALK TO 6E REMOYED. /2\_ EXIST. FIRE LANE TO REMAIN.. ALL ADJACENT CURM Tl-lAT ~ PARALLEL TO ~ Flf.E LA'-IE SHALL BE FAINTED RED W/ W-!ITE STENCILED ' No FA~l'b -Flfi.E LA'-IE' AT :W' O.C. AMDIOR FER CA~OOAD FIRE DEPAATMENT 5TANDAFP5. EXIST. FIF?.E l--l'rDR,IINT. &EE CIVIL FOR LOCATlffi FEt10'l'f" EXIST. l~ICiATICN METERS OR VALVES TO BE RELOCATED. 5EE CJVIL FOR NEW LOCATI~ OUTSID!a EOG€ Cf cctlCF?ETE I--IEPDER TO REMAIN. OUTSIDE EXIST. PLANTER ro REMAIN. EXIST. CCNCRETE WALKWAY TO ~N. COi ! .EICYIE.U 1-TION EClall' RIii PllllJECI" 110. __ D~n Neu. City l'lmrncr Ll;1lc: ____ _ lU!COl\lt.lENorn l3Y: __________ _ 0,\TE: ____ _ SmithConsultingArchitects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (760) 797 -1377 (760) 269 -3889 Fax wwvi.sca-~d.com ©2011 Smith Consulting ArchltHts U) I-z UJ ~ 0 UJ 'l""""i > 0 N 0 O'I c::'. 6 a.. ~ tJ 1--1 co ..a UJ (J) -I-i,,._ co 1--1 u U) ... -u a. _J i,,._ _J QJ ~ ... c::'. 0 UJ co ~ QJ V) O'I 0 0 <( O'I LO UJ U) c::'. u --------· Revision Dates Issue Dates Planning Design Development Plan Check Consistency Determination Set Construction Set 7/11/14 9/17/l'i -----------Drawing Date 07/07/2014 Check By SC Drawn By GS Scale as noted Job Number 10124.TOS Sheet Number AS1 ""ti -0) ""ti 0 c,g ....0 ..... 6 w SITE IMPROVEMENT KEY NOTES: 0 KNOCK DOJ.N 60LLA'"10. SEE LANDSCAPE DRAWINGS. 0 ENl-lANCED f'AVERS. SEE LAND5CAFE DAAIIIN65. 0 EXl5Tlt'«3 fli!:TAINING WALL. 0 TT-!EE IJ.fLL. ~E LANDOCAFE DRAWING5. 0 16' FE~METER ccNc/.fTE BAND. SEE LANDBCAPE D~All.i/N65. 0 LIGl.iT BOLLA!l([J5. SEE LANDSCAPE DR4WINGe. 0 Ca-!TINUO.Je cct,jCF,;ETE SIDEWALK WITH 6!1(QOH FINl51-l TO MACH EXJ5TING. 0 f'ATCI-I COOC~TE SIDEWALK TO MATCI-! EXl!H. 0 CCt,ICF<f.TE CUF<fl TO MATCH EXl6T. 0 LANDSCAPING BED. SEE LANDSCAPE DRAWIN::..S. 0 FIP-E LANE. ALL ADJACENT~ TI-IAT ~ FAR.AUEL TO Fl~ LANE SI-IALL BE FAINTED ~D W/ IJ..4.11TE 5TEN:::ILED 'NO PAFK/t-k:i • FIRE LAAE' AT 3tl' OC. A'-1D/OR FER CAFi:l..8BAD FIRE DEPARTMENT erANDAF-05. AcESSIBLE f'Al-!<JNG SIGN. 6EEf3\ ~ &ITE ENTAA-!CE ACCEOOIEllLITY SIGN. SEE LU ~ NEW CCNCRETE I-IEADER-SEE CIVIL DRAWll'GS. F<EFLECTIN:::i FOOL-SEE 1..AND5CAFE DRAWINGS. LEGEND ~¾I ~EDFAVERS 1· ·:s••-•?i-•>11 = .. 1E PARTlAL SITE IMPROVEMENT PLAN if /, ' Ii ii 'I I ,1 'i I. ii H SITE PLAN NOTES: I. FOR DIMENSICNS NOT SHOIJ.N ON PLAN, SEE OORIZONTAL CCNTROL FLAN F!'(EFARED Bl THE CIVIL ENGINEEP.: IF ANY Dl5C!li(f:FANCIE5 A~ NOTED, D IMENSICNS CN HORIZCNT AL CONTROL FLAN SHALL GOYEl<N. 2. REFERENCE SOILS REFORT FREFARED BY 'GEOCON, INCORPORATED' PROJECT NO. GIOTb-32-02, DATED DECEMBER 23, 2013, FOR RECOMMENDATIONS CN SOIL BEARING VALUES, FOUNDATION AND SLAB REINFORCINc; AND FAVINc; SECTICNS FOR FAf'l<ING STALLS AND TRAFFIC AREAS, TRUCK LOADINc; AREAS. 3. SEE CIVIL DRAWINGS FOR LOCATION OF EXISTINc; • PROPOSED al-SITE WATER LATERALS WATER METERS, 5Etl.ER LATERAL$ AND DRAINAGE FOR BUILDINGS. 4. SEE LAND5CAFE Dll.G5. FOR LOCATION OF l~IGATICN LATERAL, METER A.ND PLANTING AREA$. 5. Fl~ HYDRANT5 SHALL BE FAINTED FER CITY OF CARLSBAD Fl~ DEPARTMENT STANDARDS l SHALL BE MAINTAINED FREE OF OB5TRUCTICN5. 6. FOR ADDITIONAL ACCESSIBILITY REQ\JIREMENT5 SEE SHEET T3. 1. SEE CIVIL DRAWING& FOR LOCATION OF ALL CONCRETE 51.UALES USED FOR SITE DRAINAGE. B. ALL FROFERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND FROFOSED, ARE 5HOIJ.N ON THIS SITE FLAN. 9. BUILDING IDENTIFICATICN AND/OR ADDRE5SES SHALL BE FLACED ON ALL NEW AND EXISTING BUILDINGS 50 AS TO BE PLAINLY VISIBLE FROM THE STREET OR ACCESS ROAD. THE COLOR OF IDENTIFICATICN AND/OR ADDRESSES SHALL CONTRAST TO THEIR BACKGROUND. ADDRESS NUMBERS MUST MEET CARLSBAD MUNICIPAL FIRE PREVENTION CODE 11-"4310 MINIMUM 12-IN. HIGH WITH A 1-112 INCH STROKE. 10. ANY SIGNS PROPOSED FOR THIS DEYELOFMENT SHALL AT THE MINIMUM BE DESIGNED IN CCNFORMANCE WITH THE COUNTY'S SIGN ORDINANCE, AND THE SIGN PROGRAM REQ\JIRED FOR THE PROJECT AND SHALL REQUIRE REVIEW AND AFFROVAL OF THE PLANNING DIRECTOR PRIOR TO IN5TALLING OF 5UCH SIGNS. IL ALL LAND5CAPE AND IRRIGATION FLANS SHALL BE PREPARED TO CONFORM WITH THE LANDSCAPE MANUAL AND SUBMITTED FER THE LANDSCAPE PLAN CHECK PROCEDURES CN FILE IN THE PLANNING DEPARTMENT. 12. ALL FROFERTY LINE$, EASEMENTS AND BUILDINGS, BOTH EXISTING AND FROF05ED, ARE SHOIJ.N CN THIS SITE FLAN AND REFERENCE CIVIL FLANS. 13. MAX. laSO SLOFE (2% GRADIENT! FOR ALL CROSS SLOFES FOR ALL WALKS AND SIDEWALKS- Existing Building Area +/-246,461 s.f. (Dripline) ----------- ------ SITE PLAN LEGEND FIRE LANE SITE ACCESSIBLE FATH OF TRAVEL !MIN. 4' WIDE! EXIST. FIRE HYDRANT (TO BE RELOCATED! MOVABLE SITE FUl<NITURE (PROVIDED BY OTHERS! 6CCESS)E>Lg eT/l.LL L_QCA.tlQN AND @ SYMBOL -MIN. 9'-0' W. x 18'-0'D., FER TS3 ACCESSIBLE VAN FAf<l<.ING SFACE, (9'W x l8'D W/ 8'W x IB'D ACCESS AISLE! POLE-MOUNTED FAf<l<.ING LIGHT ON CCNC. BASE FER FIRE TRucK TUl<NING RADIUS, (42' DIA. CITY OF CARLSBAD F.D.! Wl!alllllllllillllliAJ-,.,■1•11"1■■1111■1■1■1111■1~1 -(R) 0 ~ ' ), / if _,..., // ,/ ,· _, .. .... --- ... , ......... ············.<,·· =:;=:;==;==;:;::··;;:t(2'-6" OVERI-IANG TYPICAL ~ R I M-----PARKING STALL COUNT C C C C C l;----._ r--,_/ C , COMPACT STALLS c----- E, FIRE APPARATUS ACCESS ROADWAY REQUIREMENTS (CARLSBAD MUNICIPAL FIRE CODE AMENDMENTS): I. FIRE AFFARATUS ACCE$S ROADS SHALL HAYE AN UNOBSTRUCTED WIDTH OF NOT LE5S THAN 24 FEET EXCLUSIVE OF SOOULDERS, EXCEPT FOR AFFROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6 2. STREET WIDTHS ARE TO BE MEASURED FROM FAcE-OF-CURJ3 TO FACE-OF-CURB CN STREETS WITH CURB • GUTTER, AND FROM FLOW-LINE TO FLOW-LJNE ON STREETS WITH ROLLED CURBS. 3. FIRE AFFARATUS ACCESS ROAD$ ,µALL BE DESIGNED AND MAINTAINED TO SUFFORT NOT LESS THAN 75,000 LB$. !UNLESS AUTHORIZED BY THE FIRE CODE OFFICIAL! AND $HALL BE PROVIDED WITH PN AFFROYED FAYED 5U~AGE SO AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES, / CCdll!l,CCUTC:,E-TION EX1W1' F0RPII0.87l'NO, __ Llun Neu, City l'lanu~r RECO/\li\lENL.lED UY: _________ _ U,\'l'E: ____ _ Sm ithConsulting Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 (858) 793 -4777 (858) 793 -4787 Fax 78-000 Fred Waring Road Suite 201 Palm Desert, CA 92211 (760) 797 -1377 (760) 269 -3889 Fax WWW.Sc~-sd.~om ©2011 Smith Consulting Archlt~~t, V) J-z w ~ 0 w ,---1 > 0 N 0 (J) a::: 6 a.. ~ "'O ~ ctJ ..0 w V) -J-I,.., ctJ ~ u V) ... -u c.. _J I,.., _J QJ ±:: ... 0 a::: w ctJ ~ QJ (/') (J) 0 0 <( (J) LO w V) a::: u --------Revision Dates Issue Dates Planning 11111 M Design Development Plan Check Consistency Determination Set 9/17/1'1 Construction Set ----------Drawing Date 07/07/2014 Check By l . .,... J'-., Drawn By GS Scale as noted Job Number 10124.l 05 Sheet Number AS2 "tJ -..... "tJ 0 (0 ..., 0 """"6 w