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HomeMy WebLinkAbout6.9-304GENERAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST . No. 18-16579 BY SOILS ENGINEERING, INC. DATED Mamh]4,2018. EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION FileCain ' e or' i/ PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. PHONE (661) 326-3049. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE CONSTRUCTIONAL THE PROJECT INCLUDING THE SAFETY OF ALL AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL New60'xQ'FellowshipBuiIdinPERSONS ■ ■ NORMAL WO E WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL OF RECORD. 4. FI THE CONTRACTOR IS IN DOUBT AS TO THE MEANING A ANY PART THE PLAN AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING, HE SHALL L SUBMIT A WRITTEN REQUEST FOR AN Grading P INTERPRETATION, OR A CORRECTION THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT TO THE DESIGN PROFESSIONAL OF RECORD. 5. SHOULD ANY CULTURAL MATERIALS BE DISCOVERED DURING ANY GRADING OR DEVELOPMENT, ALL WORK SHALL BE HALTED AND A QUALIFIED ARCHAEOLOGIST/HISTORIAN SHALL BE CONTACTED TO ASSESS THE FINDS AND IMPOSE MITIGATION MEASURES, IF NECESSARY, PRIOR TO THE RESUMPTION OF CONSTRUCTION. 63O CALIFORNIA AVE. 6. IF, DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED, OR UNRECORDED WELLS ARE UNCOVERED ■ OR DAMAGED, THE DEPARTMENT OF CONSERVATION/DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION REQUIRED. ^1 H L,J p 1 \ERV FI E L ® BAKERSFIELD, A C /` 93304 7, THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS / DIRECTED BY THE CITY ENGINEER. JUNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO The GRADING PLAN as shown on this dmWng Is hereby approved, subjecttoanyindimtedwfrectiormoradditims. ApprovalbythePublic CONSTRUCTION (811). Works Depanmentand Building Departmemindicatesapprovalonlyas to design criteria used and conformance to CdyStandards, Codes and 9. NEW UTILITIES DESIGN BY OTHERS UNDER SEPARATE PERMIT, ATTACHED ELECTRICAL AND PLUMBING SITE PLANS Ordinances. Engineer torthe subdivider or developer shall be respon. FOR REFERENCE PURPOSES ONLY. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE sible for axuracyofcalculations forthisplanand shall submitacedded CONTRACTOR IS HEREBY NOTIFIED THAT ALL EXISTING BURIED UTILITIES MAY OR MAY NOT BE SHOWN AND THAT "as-graded"pan after completion of gregmding. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REPAIRING ANY UTILITIES DAMAGED AS A RESULT OF APPROVED BY: CONSTRUCTION OPERATIONS. dV TO. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER Publi odc Dep ent DRAINAGE .�%' 1 I. CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, D nt Date TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE CONTRACTOR 12. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE. 13. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS CONCRETE & ASPHALT PAVEMENT NOTARCHITECT'S STATEMENT SHEET INDEX INCORPORATED INTO THE PROJECT. 14. THE DESIGN PROFESSIONAL OF RECORD SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES THESE PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN COVER T0, OR USES OF, THESE PLANS. CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER C001 15. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH ARCHITECTURAL ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. A1.02 SITE PLAN Edgar L. Childres, Architect A901 ACCESSIBILITY DETAIL 16. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE A9.03 DETAILS CONTRACTOR TO NOTIFY THE DESIGN PROFESSIONAL OF RECORD IMMEDIATELY PRIOR TO ANY FURTHER WORK. 14010 Raphael Avenue 17. THE ENGINEER SHALL EXCERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO (661) 204-1967 Bakersfield, CA 93306 CIVIL INSUREURE COMPLIANCE WITH PLAN, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. ednvirg@bak.rr.com C101 GRADING PLAN 18. GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX "J" OF THE CALIFORNIA BDIDLING CODE. HCP STATEMENT: 11i. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NO 'UNDEVELOPED LAND" 'WITHIN Cain Memorial AME Church PROPERTY UNDER THIS PERMIT APPLICATION• PROPOSED FELLOWSHIP HALL WILL BE CONSTRUCTED OVER PREVIOUSLY DEVELOPED LAND, WHICH WAS USED 26. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY FOR PARKING AND PLAYGROUND AREA. WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. BENCHMARK USED, BENCHMARK 111f� VICINITY MAP 21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OF STRUCTURE SHALL BE 4:1 EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY FLOWLINE AT EAST END OF EXISTING DRIVE APPROACH ALONG CALIRFORNIA AVE AS INDICATED APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ON PLAN, SHEET CHOI. BENCH MARK PER STREET IMPROVEMENT PLANS APPROVED BY CITY OF .z m. -" // BAKERSFIELD UNDER PERMIT NUMBER 61-1592 = 40306 IL 2P. ANY ITEMS IN THE RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. _ i:, 5t IArf r;, x i BASIS OF BEARINGS: (� PROJECT UNDER 1 ARE: -' ABBREVIATIONS �AY1r i' :tt " THE BEARING OF THE CENTERLINE OF "S" STREET AS SHOWN ON RECORD 11 IF PROJECT IS SUBJECT TO THE PROVISIONS OF TH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE ,7 Et#! -S1 ': ' OF SURVEY MAP PER BOOK 12, PAGE 154, OF RECORD OF SURVEY MAPS, OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM 'WATER ASSOCIATED WITH FL = FLOW LINE WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP. CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2DO9-009—DWQ AS AMENDED BY ORDER 2010-0014—DWO AND ORDER BOW = BACK OF WALK -*2jcSL :'.r NVncz *"y 2012-006—DWQ) MUST BE FILED WITH STATE WATER RESOURCES TROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF (E) =EXISTING (N) = NEW , ! y;. ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PER IT REQUIRES THAT A STORM WATER POLLUTION PREVENTION 21ggI7.. T PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING TOC = TOP OF CONCRETE vx =r �`+ "� of- P4fii1 NORMAL CONSTRUCTION HOURS. TC =TOP OF CURB FS =FINISH SURFACE A` s: # VJ'A `+-�, sg D u �W 'L F I'� "- I, LEGAL DESCRIPTION: LOTS 8 & 9 OF BLOCK 385 OF THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED NOVEMBER 25, 1898 IN BOOK 1, PAGES 13 & 14 OF - MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EARTHWORK QUANTITIES: �4 411'I T1;1 " ImwT"*Avp ft PROJECT TOTAL AREA: 0.18 ACRES CLEAR &GRUB (0.11 ACRES @ 1 INCH PER SOILS REPORT, PAGE 6) 14.83 C.Y.QUANTITIES SHOWN ARE BASED ON ELEVATIONS SHOWN ON THE DRAWINGS. GRADING LINES AND CUBIC YARDS CUT (RAW) = NONE ACTUAL QUANTITIES CUBIC YARDS FILL (RAW) = NONE OF EARTHWORK MAY VARY FROM THAT UPON VARYING SOIL DENSITIES AND STATED ABOVE DEPENDING ON THE DEGREE OF SITE ._ 'j". '� °a T° QI"( p No" 10-0122 SPOILS FROM PIER FOOTING & SUSPENDED SLAB DESIGN - 165.20 C.Y. ry r 3lie.a Gt.sGO CiDill rr;•zla Araefl ME QPr, PREPARATION ACTUALLY REQUIRED IN THE FIELD.01 i ,q orr yy TOTAL EARTHWORK QUANTITIES = 180.03 C.Y. ( EXPORT) s=r., " ta.A're CA0 IDA t r"P.-Scir.� GRADING PERMIT N0:19-40000020 NOTE: I' "' Pr'Q ect Leucation` A' �� '1! ASt = FOUNDATION DESIGN PER STRUCTURAL PLANS, � AM 006-501-05 PERMIT NUMBER B18-9494, ISA PIER FOOTING WITH SUSPENDED SLAB. THERFORE, NO EARTHWORK - PREPARATION REUIRED PER PAGE 7 OF SOILS REPORT PREPARED FOR THIS PORJECT. q Z City Records No. RECEIVEb l�NY�1019 LDINGR pEAR4STFIpLI U W > O M Q O am f0 CZ LL 4— -6 .� L � U � O _x o Y n,EO � m Q0 W7 Z .Cz U Date: Issued For: 6116/19. Backcheck SHEET TITLE Cover greet JUN 2 1 2019 ''JI; March 4, 2019 coal qOF CALIFORNIA AVE I] Site Plan GRAPHIC SCALE 20' 10' 0' 10' 20' (IN FEET) 1 inch = 20 ft. KEYNOTES NOTE: 1) ALL UTILITIES SHOWN SHALL BE FIELD VERIFIED BY CONTRACTOR 1000 EXISTING NATURAL GRADE AREA 1001 EXISTING DRIVE APPROACH 1002 EX15TING CURB 4 GUTTER 1003 EXISTING CHAINLINK FENCE 10047 EXISTING CHAINLINK SWING GATE 710-057 EXISTING CONC. PLATWORK (PARKING AREA) 710067 EXISTING CHAINLINK ROLLING GATE 710077 EXISTING PLANTER AREA 1006 EXISTING AC PAVING AREA: 3" AC PAVING OVER 3" COMPOSITE BASE 71-0097 EXISTING AC PAVING (VACATED ALLEY VACATED 10/14/94 - DOC # 1941 14902 1) F-1-01-07EXISTING CONC, CURB 710-117EXISTING CONC, FLATWOKK 1012 EXISTING PUBLIC WALK ACCESSIBLE RAMP F10137 EXISTING STREET CONC. GUTTER 710147 EXISTING STREET PUBLIC 51DEWALK 101$ EXISTING PGBE HIGH VOLTAGE VAULT 1016 EXISTING PG4E ELECTRICAL PULL BOX F10177 EXISTING WATER METER , —0187 EXISTING AT4T VAULT , —0197 EXISTING AT4T RISER 1 0207 EXISTING GAS SERVICE SHUT OFF VALVE 1021 EXISTING AT4T SERVICE PULL BOX 10227 EXISTING PG4E MAIN ELECTRICAL METER/PANEL 1023 EXISTING PGBE MAIN GAS METER 1024 EXISTING MAIN WATER LINE SHUT OPE VALVE 1025 IN) 9'-4" x 10'-4" TRASH ENCLOSURE - 09/A903 1026 IN) OUTDOOR UNIT ENCL05URE F-1-n-9-77IN) 4" THICK CONC. WALK w/ TOOLED CONTROL JOINTS Q 5'-0" o.c AND P' EXPAN510N MATERIAL JOINTS p 1 5'-0" o.c. - SEE 002/A904 1026 (N) ACCE5581LE PARKING STALLS. PAVING: MATCH EXISTING. SEE 018/A901 F -1-0-297(N) ACCES51BLE RAMP. SEE O 13/A903 - 10307 TRAFFIC WARNING ENTRY SIGN 10317 ACCE551BLE PATH OF TRAVEL: ------�-____— ACCE551BLE PATH OF TRAVEL SHOWN ON PLAN 15 A BARRIER -FREE ACCE55 ROUTE WITHOUT ABRUPT LEVEL CHANGES EXCEEDING " IF BEVELED AT 1: 12 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES NOT EXCEEDING J' MAXIMUM AND AT LEAST 45" IN WIDTH. SURFACE 15 CONCRETE FLATWORK AND SLIP RESISTANT. CF055 SLOPE DOLS NOT EXCEED 2% AND SLOPE IN DIRECTION OF TRAVEL IS LE55 THAN 5%. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTION TO 80" MINIMUM AND PROTRUDING OBJECTS WITH A PROJECTION GREATER THAN 4" FROM WALL SHALL BE HELD 27" ABOVE FINISH GROUND SURFACE AND LESS THAN 80" 10327 GAS METER 1033 2" WHITE STRIPING TYPICAL 1034 LANDSCAPING BY OTHERS 7nac SHORT TERM BIKE RACK - SEE 01/A903 1036 EV CHARGING PARKING STALLS - SEE OI 1/A903. PAVING: MATCH EXISTING 1037 NEW TREE PLANTER SEE 14/A904 - REFER TO LANDSCAPING PLANS (� 1036 EXISTING DRIVE APPROACH TO BE REMOVED - STREET PLANS UNDER SEPARATE PERMIT 1039 EXISTING DRIVE APPROACH TO BE REPLACED WITH NEW - STREET PLANS UNDER SEPARATE PERMIT W 710407 PORTION OF EXISTING SIDEWALK AND CURB 4 GUTTER TO BE REPLACED REFER TO STREET PLANS FOR IMPROVEMENT SCOPE OF WORK - UNDER SEPARATE PERMIT 710417 EXISTING FIRE HYDRANT 10427 EXISTING PARKING LOT LIGHT POLE 710437 EXISTING PARKING LOT LIGHT FIXTURE MOUNTED ON EXISTING 5HADE 5TRUCUTRE 1044 NEW CHAINLINK FENCE TO MATCH EXISTING 1045 NEW CHAINLINK FENCE GATE 10 MATCH EXISTING 1046 NEW CONC. WHEEL BUMPER BLOCK 10477 PROVIDE z' EXPAN51ON MATERIAL Al FLATWORR ALONG BUILDING FOOTING - TYP 1046 ELECTRICAL X -FORMER B G' STD. PIPE BOLLARD PER PGBE STANDARDS PARKING ANALYSIS —' I PARKING SPACES REQUIRED: 42 EXISTING HISTORIC SANCTUARY 7273 5f - I SPACE 1500 5f = 15 SPACES REQUIRED PROPOSED FOLLOW5HIP HALL I G00 5f - I PERSON / 15 5f = 107 PEOPLE I SPACE / 4 PEOPLE = 27 SPACES REQUIRED PARKING SPACES PROVIDED: 44 OFF SITE PARKING = I G SPACES PROPOSED ACCESSIBLE AT FELLOWSHIP HALL = 2 (1 VAN ACCESSIBLE) NORTH LOT = 2G 5♦a.E llypp-wes1� DKt1aU14 Uao �F GIT( 5T/yAAga D¢lXt� 5T -4.1 (P1 -3© City Records No. N. 014520 Exp. 9/30/19 Date: I Iwued 6/16/19 SHEET TITLE Site Plan March 4, 2019 SHEET NO. A102 001 INOT USED rem I 501 DALE DIA. MIN - G5% MAR, ` E N TO BY I TOP DIAMETER 0.9" MIN: 1.4" MAX. BASE DIAMETER I E" MIN- 2.4" MAX. 0 EXIT J 5'-T AFF r G.L GF SIGN ROUTE PROPORTIONS D MAXIMUM EXIT ROOM OCCUPANTS El ttP E 007 (SPECIAL ACCESSIBLE SIGNAGE 012 INOT USED REFLECTOR RAN PROCEIAIN SIGN WHITE FIGURE AS SHOWN, W AE BACSGROUN0601 OR LOW PER FS AGE WF.I-.E TEXT r 1 VAN US ---- JI AxENMNFI r ----T WI IITC HER —J G'G`\S OF451GN'El C6' -S" GP AAOVC F:V91I $ 50 SURFACE z IAINIMUM FINE STALL SIGN V1 ID 2'GALV. STFFL PIPE — "0 CONCRETE FOOTING 0"OIAxlTGR AVJACENI GRATE J U 0 SPACING 016 IWARNING SURFACE RERECIOKIZEO POI SIGN 1" HIGH WHITE TEXT AS SHOWN STIFF BACKGROUND COLOR 1 SON PER FS 5956 CON I HAS I OK TO VERI FY ALL INFORMATION SHOWN ON SISN INCLUDING ADORAGS AND PHONE PRIOR TO PRINTING. ALL PRINTING TO BE PERMANEMI Y APnxED. CONFIRM INFORMATION SHOWN Id ASIERISSS (') WITH OWNER PRIORTO FABRICATION GENERAL NOTES: (R NAELTO I SIONS ILK DETAIL) 1- ISIGN SV STTIATES SHALL BE ll8" THICKALUMINUM. 2. LETTERS ANS GRAPHICS SHALL BE 003 INOT USED 1. WHEN PERMANENT IGEN NFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILIE IN CONFORMANCE WITH SECTION 1117B 56. SIGNS S HALL B E INSTALLE D ON TH E WALL ADJACENT TO TH E LATCH OUTSIDE OF THE DOOR. WH ERE TH ERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED UNITE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE AAD" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WI THOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE BRING OF A DOOR. 2. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1132"MINIMUM AND SHALL BE BANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRACE 2 BRAILLE. B- RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 98" HIGH A MAXIMUM OF 2" HIGH. C. PICTORIAL SYMBOL SIGNS HPICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PicDONNASSHALL BE A MINIMUM OF 6" 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO -HEIGHT RATIO BETWEEN 1.5 AND 1:10. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING A UPPERCASE X. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 5, CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1110" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SPATTED RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. I NTERNATI ORAL SYMBOL OF ACCESSI BI LI TY 6, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO]DEN IFFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. T THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THEBLUESHALLBEEQ UALTO DOLOR N0. 15090 IN FEDERAL S IANCARDS 5958. 8, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. BLUE PAINTED BACKGROUND COLOR 15090 PER FEDERAL STANDARD 5958 WHITE PAINTED SYMBOL SIGN TO BE CENTERED AT THE INTERIOR OF PARKING STALL 013 (ISA SYMBOL NOTES: 1. BUMPERS ARE REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER REQUIRED WIDTH OF WALKWAYS 2. SPACES SHAL BE LOCATED SO THATA PERSONGEOPLE ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN 3. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE OR ACCESS ASILE C ACCESSIBLE SPACE SHALL BE NEAR PRIMARY ACCESSIBLE ENTRANCE OF BUILDING 5. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES, INCLUDING CURBS CUTS OR RAMPS AS NEEDED O. REFER TO ACCESSIBLE PARKING SIGNS FOR REQUIRED SIGNAGE 7. THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED IS REQUIRED TO HAVE SYMBOL OF ACCESSIBILITY STENCIL PAINTED BLUE 8. PARKING SPACES SHALL BE MARKED WITH LINES, MEASUREMENTS OF SPACES AND ACCESS AISLE SHALL BE FROM CENTERLINE OF MARKING 9. ACCESSIBLE SPACES SHALL BE SERVED BYRD A ACCESS AISLE 60" WIDE MINIMUM 10, VAN PARKING STALL POSTED SIGN SHALL HAVE ACCESSIBLE" TEXT BELOW SYMBOLE OF 004 INOT USED 10"MININT. DOORS 36 24"MIN EXT. UDORS MIN I I I I I ( I I I I 3 PULL( PULLII FULL' m ) MATERIAL CHANGE \ SIDE SIDEI SIDEI _ ( PUSH PUSH PUS SIDE z SIDE SIDE I _ �� Io- �� I I � COMPRESSED CARPET BELOW -LI I`- Ip __ _- � IL -- - A. HARREQUIRED UWARE IREDTO E CNACTIVATED REDRDOOR OPEN AND44 INCHES IWIfH NO GRASPING OR WRIST MOVEMENT IB REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. 12" PROVIDEALS 5J"MIN 11" IN \ — i ADDITIONAL SPACE IF MIN B BE OP RABLENO AN LOG ASINGLE EFFORING DOORS T ARE HANEVERS, PUSH-ACTIVPULLSED , ND OR'HICH PANICD VI INAPATH OF TRAVEL HAVE TO DOOR IS EQUIPPED WITH BE OPERABLE WITH ASINGLE EFFORT (LEVERS, PUSH -PULLS OR PANIC DEVICES, BOTH ALATCH&CLOSER NOTE. 46' IF DOOR ( ) HAS BOTH A LATCH & CLOSER G LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS A - FRONT APPROACH B - HINGE APPROACH C - LATCH APPROACH WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. D. THRESHOLDS SHALL NOT BE MORE THAN 112 HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT L TH E FLOOR OR LAN D ING LENGTH ON EAC H SIDE OF AN EXIT DOOR SHALL BE LEVEL AN D CLEAR AT LEAS T 6P' EXCEEDING 45 DEGREES SO THAT N O S I NOTE VE RT(CAL CHANGE OF ELEVATION EXCEEDS 114". IN THE DIRECTION OF THE DOOR SWING AND 48" ON THE OTHER SIDE OF THE DOORWAY WHEN MEASURED AT RIGHT ANGLES FROM THE DOOR IN THE CLOSED POSITION. E. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 50 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED 2, FIGURES ABOVE SHOW THE MINIMUM CLEAR AND LEVEL FLOOR SPACE REQUIRED AT DOORS THATARE NOT DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS, COMPENSATING DEVICES OR AUTOMATIC ORPOWEREO. THE WIDTH SHALL EXTEND 24"BEYOND THE STRIKE EDGE OF ALL EXTERIOR AUTOMATIC DOOR OPERATORS MAY BE UTILITIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE DOORS AN018"FOR ALL INTERIOR DOORS INCLUDING POWER ASSISTED AND AUTOMATIC DOORS. BY THE REQUIRED, THE MAXIMUM TEAD ADMINISTRATIVE OPERATE THE DOOR MAYBE 15PO POUNDS THE MINIMUM ALLOWABLE RV THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 3. THE SPACE BETWEEN TWO DOORS INA SERIES. OTHER T HAN ATREQUIRED - _ ACE BETWEEN NT TWOORS SWING F EXIT SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OFAKEY, TOOL OR ANV SPECIAL TREES SHALL HAVE ATE DIRECTION LAST A FROM THE SPACE BETWEENBFREE OF DOOR SWINGS. TWEENTWO MANEUVERING KNO'NLEDGEOREFFORT. SERIES SHALL HAVE AT LEAST ADO CLEAR SPACE AND BE FREE OF DOOR SWINGS. ADDITIONAL MANEUVERING SPACE OF E OF THE ON LATCH DOORS AND 1%' ON DOORS wI NO CLOSERS SHALL BE PROVIDED ON THE swlNc s1oE of THE DooR. 009 ACCESSIBLE DOOR CLEARANCE & HARDWARE (3) BIKE RACK PER PLAN 014 IFLOOR MOUNTED BIKE RACK — OLKSCRELN DHFGFUGBCFO — (+ ALUMINUM. 1 ALL S IONB GMLL BE.NOUNTED wl "GONG. CURB TAMPER PROOF SCREiS TV 1 GALIANAJFTszsz lUT HE t12 AND. L AND I �I� FOESZSESFETCA TEAG SIGN PER. VAN ACCES3IBLE STALL TO HAVE ACCESSIBLE"SIGN -I ENAMEL. BELOW FIXABLE PARKING SIGN NFN I J. INFR PROOF SCHEME. I yv AT'ION IINAG L MLLSTAOF EPf FLT I 1 TRAFFIC ENTRY WARNING SIGN F0177ACCESSIBLE SIGNAGE 003 INOT USED 1. WHEN PERMANENT IGEN NFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILIE IN CONFORMANCE WITH SECTION 1117B 56. SIGNS S HALL B E INSTALLE D ON TH E WALL ADJACENT TO TH E LATCH OUTSIDE OF THE DOOR. WH ERE TH ERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED UNITE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE AAD" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WI THOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE BRING OF A DOOR. 2. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1132"MINIMUM AND SHALL BE BANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRACE 2 BRAILLE. B- RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 98" HIGH A MAXIMUM OF 2" HIGH. C. PICTORIAL SYMBOL SIGNS HPICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PicDONNASSHALL BE A MINIMUM OF 6" 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO -HEIGHT RATIO BETWEEN 1.5 AND 1:10. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING A UPPERCASE X. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 5, CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1110" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SPATTED RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. I NTERNATI ORAL SYMBOL OF ACCESSI BI LI TY 6, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO]DEN IFFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. T THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THEBLUESHALLBEEQ UALTO DOLOR N0. 15090 IN FEDERAL S IANCARDS 5958. 8, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. BLUE PAINTED BACKGROUND COLOR 15090 PER FEDERAL STANDARD 5958 WHITE PAINTED SYMBOL SIGN TO BE CENTERED AT THE INTERIOR OF PARKING STALL 013 (ISA SYMBOL NOTES: 1. BUMPERS ARE REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER REQUIRED WIDTH OF WALKWAYS 2. SPACES SHAL BE LOCATED SO THATA PERSONGEOPLE ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN 3. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE OR ACCESS ASILE C ACCESSIBLE SPACE SHALL BE NEAR PRIMARY ACCESSIBLE ENTRANCE OF BUILDING 5. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES, INCLUDING CURBS CUTS OR RAMPS AS NEEDED O. REFER TO ACCESSIBLE PARKING SIGNS FOR REQUIRED SIGNAGE 7. THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED IS REQUIRED TO HAVE SYMBOL OF ACCESSIBILITY STENCIL PAINTED BLUE 8. PARKING SPACES SHALL BE MARKED WITH LINES, MEASUREMENTS OF SPACES AND ACCESS AISLE SHALL BE FROM CENTERLINE OF MARKING 9. ACCESSIBLE SPACES SHALL BE SERVED BYRD A ACCESS AISLE 60" WIDE MINIMUM 10, VAN PARKING STALL POSTED SIGN SHALL HAVE ACCESSIBLE" TEXT BELOW SYMBOLE OF 004 INOT USED 10"MININT. DOORS 36 24"MIN EXT. UDORS MIN I I I I I ( I I I I 3 PULL( PULLII FULL' m ) MATERIAL CHANGE \ SIDE SIDEI SIDEI _ ( PUSH PUSH PUS SIDE z SIDE SIDE I _ �� Io- �� I I � COMPRESSED CARPET BELOW -LI I`- Ip __ _- � IL -- - A. HARREQUIRED UWARE IREDTO E CNACTIVATED REDRDOOR OPEN AND44 INCHES IWIfH NO GRASPING OR WRIST MOVEMENT IB REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. 12" PROVIDEALS 5J"MIN 11" IN \ — i ADDITIONAL SPACE IF MIN B BE OP RABLENO AN LOG ASINGLE EFFORING DOORS T ARE HANEVERS, PUSH-ACTIVPULLSED , ND OR'HICH PANICD VI INAPATH OF TRAVEL HAVE TO DOOR IS EQUIPPED WITH BE OPERABLE WITH ASINGLE EFFORT (LEVERS, PUSH -PULLS OR PANIC DEVICES, BOTH ALATCH&CLOSER NOTE. 46' IF DOOR ( ) HAS BOTH A LATCH & CLOSER G LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS A - FRONT APPROACH B - HINGE APPROACH C - LATCH APPROACH WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. D. THRESHOLDS SHALL NOT BE MORE THAN 112 HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT L TH E FLOOR OR LAN D ING LENGTH ON EAC H SIDE OF AN EXIT DOOR SHALL BE LEVEL AN D CLEAR AT LEAS T 6P' EXCEEDING 45 DEGREES SO THAT N O S I NOTE VE RT(CAL CHANGE OF ELEVATION EXCEEDS 114". IN THE DIRECTION OF THE DOOR SWING AND 48" ON THE OTHER SIDE OF THE DOORWAY WHEN MEASURED AT RIGHT ANGLES FROM THE DOOR IN THE CLOSED POSITION. E. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 50 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED 2, FIGURES ABOVE SHOW THE MINIMUM CLEAR AND LEVEL FLOOR SPACE REQUIRED AT DOORS THATARE NOT DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS, COMPENSATING DEVICES OR AUTOMATIC ORPOWEREO. THE WIDTH SHALL EXTEND 24"BEYOND THE STRIKE EDGE OF ALL EXTERIOR AUTOMATIC DOOR OPERATORS MAY BE UTILITIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE DOORS AN018"FOR ALL INTERIOR DOORS INCLUDING POWER ASSISTED AND AUTOMATIC DOORS. BY THE REQUIRED, THE MAXIMUM TEAD ADMINISTRATIVE OPERATE THE DOOR MAYBE 15PO POUNDS THE MINIMUM ALLOWABLE RV THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 3. THE SPACE BETWEEN TWO DOORS INA SERIES. OTHER T HAN ATREQUIRED - _ ACE BETWEEN NT TWOORS SWING F EXIT SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OFAKEY, TOOL OR ANV SPECIAL TREES SHALL HAVE ATE DIRECTION LAST A FROM THE SPACE BETWEENBFREE OF DOOR SWINGS. TWEENTWO MANEUVERING KNO'NLEDGEOREFFORT. SERIES SHALL HAVE AT LEAST ADO CLEAR SPACE AND BE FREE OF DOOR SWINGS. ADDITIONAL MANEUVERING SPACE OF E OF THE ON LATCH DOORS AND 1%' ON DOORS wI NO CLOSERS SHALL BE PROVIDED ON THE swlNc s1oE of THE DooR. 009 ACCESSIBLE DOOR CLEARANCE & HARDWARE (3) BIKE RACK PER PLAN 014 IFLOOR MOUNTED BIKE RACK 018 JACCISSIBLE PARKING STALLS L--- 1-------- ------- r013\ A903 SLOPE 2% IN ANY CITRIC ION -- - 12'-0" � q 81+T NG PER DETAIL a WARTI —`----------- --CUP "GONG. CURB I 1 ;P TYPAL t12 AND. ACCESSIBILITY POST MOUNTED I �I� j SIGN PER. VAN ACCES3IBLE STALL TO HAVE ACCESSIBLE"SIGN -I 112 MAN. I BELOW FIXABLE PARKING SIGN NFN I SLOPE I yv PER DETAIL 0171EABM L I h _ 018 JACCISSIBLE PARKING STALLS L--- 1-------- ------- r013\ A903 SLOPE 2% IN ANY CITRIC ION -- - 12'-0" � q 81+T NG PER DETAIL a WARTI -- V STRIPES 36- W, PAINT BLUE BLD" IG HKE1 LEI ILKS PAN N O WHITE "NO PARKING RIM L STRIPING Al ADCESSIBLE PARKING STALLS TO BE G BLUE PAVEMENT SYMBOL PER 13IM01 I -D Records No. ME I U UCz = 5WIT f� O � M Q o aO E U ILL Q U L ql:t O Y O x O m W Q� z .CIO U 6/16/19 1 Backcheck SHEET TITLE Details L March 4, 2019 SHEET NO. A901 I i 1 t12 AND. I �I� o 1\ . SLOPE � I yv � L I h _ I 1 1\ 1 12 002 WHEEL S IOP SEE 1BASED \04 TYPICAL TYP -- V STRIPES 36- W, PAINT BLUE BLD" IG HKE1 LEI ILKS PAN N O WHITE "NO PARKING RIM L STRIPING Al ADCESSIBLE PARKING STALLS TO BE G BLUE PAVEMENT SYMBOL PER 13IM01 I -D Records No. ME I U UCz = 5WIT f� O � M Q o aO E U ILL Q U L ql:t O Y O x O m W Q� z .CIO U 6/16/19 1 Backcheck SHEET TITLE Details L March 4, 2019 SHEET NO. A901 FILL PIPE WITH GONG. NOTE: tz EXPANSION JOINTS GONG. CURB AC PAVING OVER 4 1/2" 0 . STD. TO BE AT 15'-c" MAX. o/c PROVIDE EXPANSION PEII AGG. BASE GALVANIZED PIPE (— JOINT SEALANT JOINTS @ 30'-0"o.c. TYP. PER PLAN LOOPS: 3/4" DIA. SOLID METAL ��PROVIDE1 xI ONDSSLEEVE OR 6 X1/2 4R" OON0. WALK FLUSH GONG _ CURB — m ��\ GALVANIZED BAR -TYP FIBER EXPANSION MATERIAL #4 x EL LONG SMOOTH o \� 3(16 RADIUS TYP. 1rz / GREASE END OF ONE SIDE. - 2%, MAX ssove \ 0." CONCRETE WALK -FLATWORK 711 4 �_�__�'� a COMPACTED SU BGRR<'l 3 ONC. CURB ia�L xtfi'x16" CMU WALL COLOR STANDARD GREY f _ _ ' � COMPACTED SUBGRADE — f� X12"DIAx24"DPFOOTING - PER GEOTECH REPORT row, A903 TRASH BIN PER CO.B STD -27 001 BIKE RACK 002 CONCRETE EXP. JOINTS 003 CONC/AC PAVING TRANSITION YPICAL"x, T ITSo TYPICAL ..�� NOTE. ALL EXPOSED STEEL TO BE PRIMED & PAINTED -VERIFY COLOR w/ OWNER 8"x6"x16" CONC. BLOCK _ w/ 2" BLOCK CAP SIMILAR CONDITION AT SINGLE GATE ELEVATION 8"x6"x16" CONIC. BLOCK � / SOLID GROUT ALL CELLS CL SOLID GROUT ALL CELLS INDICATES BOTH DOOR _ 45 VERT. @ 24" o.c. 6" WIDE CONIC. SWING & DIAG. BRACE X PER PLAN (CENTER IN WALL) /// _ & #4 HORIZ. @ 24" o.c. / 8'x4"x6" LONG LOCKING HASP ANGLE w/ e"DIA 1(2" RADIUS METAL GATE ON EXTERIOR 3" LONG ALL / TYP. #3 DOWELS (6" x 24") z� THREAD ROD q �@ 86"o.c. CONIC. SETIN EPDXY n 6 / -4"T. GONG. CLASS CANE BOLT 36"L. & 2" DP. 114" TYP SLAB W/ SLOPE TO BASE SECURING HOLE IN CONIC. SLOPE DOWN 1 006 i I I i i i i i � � _: � ���-- "— 94 CONT. BAR ye �« HSS 6"x TOnP &BOT. w/ 6n SQ. F— 2"x2" ANGLE WELDED GATE (3) #4 BARS EQ. SPACED CAPS @TO \ FRAME wf ASC 18 GA MTL SIDING SET IN 18" DIA. x 4'-T DP. w/ (3) 4-J' HIGES EA. GATE EQ. ALTERNATE HORIZ. LI` - JI CONC FOOTING -HOLD 6" SPACED -6" FROM TOP & BOTT LEG DIRECTION OF L---+ FROMT BOTTOM OF FOOTING L ---- I �� 1'-6" 1'-6" VERT. REINFORCEMENT TYPICAL HSS 6"x6"xrq" vi/ G' SQ. TOP & 6" SO. BOT. WELDED 3'-0" CAPS - SET IN 18" DIA. x 4'-0" DP. CONIC. FOOTING -TYPICAL COMPACTED SUBGRADE PER GEOTECH REPORT 006 GATE ELEVATION 007 GATE JAMB BRACE NS 008 JENCLOSURE WALL/ 009 TRASH BIN ENCLOSURE PER TOo OF CURB I 6 �z 3AD. QAC PA71NOVE. PLAIN CLASS II Arr. BASE � �z 2% MAX SLOPE in SLOPE PEN 5 -AN PER FLAN oos�, LurlcaN-eu°NanesE '2) h4 BAR ANCHOR A90 //�/� /y>' i//i -0. -A BLOCK \\A904 a o'�.s/gem - rra �.����<��!,�a; r � Y �y��,�� EV CHARGING EV CHARGING' \'FJ %U �`�L `i�\`�� �f'�-i ONLY ONLY o } I �,���'`��T�iRT i��Gi✓i iiC` r3QY %v�i\i\i�`�i��il�Gi\i�����i 1 3 700 iiiiii ��yNKi -6X5 THICKEVED WO _ 6" e44"vkrt lGymirz I 003 L ilEd. 6>i nun PROVIDE EV CHARGING 5'-0" PARKING STALL PER 11B-812 FIGURE i7R-8129. TYP SURFACEMARKfNG c oJc o c < — -. C-. _ - wcessnee to'Pe — I- �- T - — , L v-("uOor saacY-- L 6OO.. Fcoenvlxacyre�I I,V Xha nor TRA,Ns171ON iHr<� � ��_ V9I11f31f TYP - dAESJP(° IRlyi%E'.i j ' s 0 E2C$ 1 � /� VCS 0000 vro TRa eouE pVOOVV a .TRANSITION_ E}$.60: C V V09 .. F .4e/,°iea kY. J V PER TOo OF CURB I 6 �z 3AD. QAC PA71NOVE. PLAIN CLASS II Arr. BASE � �z 2% MAX SLOPE in SLOPE PEN 5 -AN PER FLAN oos�, LurlcaN-eu°NanesE '2) h4 BAR ANCHOR A90 //�/� /y>' i//i -0. -A BLOCK \\A904 a o'�.s/gem - rra �.����<��!,�a; r � Y �y��,�� EV CHARGING EV CHARGING' \'FJ %U �`�L `i�\`�� �f'�-i ONLY ONLY o } I �,���'`��T�iRT i��Gi✓i iiC` r3QY %v�i\i\i�`�i��il�Gi\i�����i 1 3 700 iiiiii ��yNKi -6X5 THICKEVED WO _ 6" e44"vkrt lGymirz I 003 L ilEd. 6>i nun PROVIDE EV CHARGING 5'-0" PARKING STALL PER 11B-812 FIGURE i7R-8129. TYP SURFACEMARKfNG c oJc o c , 6OO.. Fcoenvlxacyre�I TRA,Ns171ON TYP_ TYP - Z ' s 0 I 0000 vro TRa eouE pVOOVV a .TRANSITION_ Vt Ij NIAII ttCVR V V09 V 0V -° 0000 0000 o aeanF W oo a no �gt0c PER TOo OF CURB I 6 �z 3AD. QAC PA71NOVE. PLAIN CLASS II Arr. BASE � �z 2% MAX SLOPE in SLOPE PEN 5 -AN PER FLAN oos�, LurlcaN-eu°NanesE '2) h4 BAR ANCHOR A90 //�/� /y>' i//i -0. -A BLOCK \\A904 a o'�.s/gem - rra �.����<��!,�a; r � Y �y��,�� EV CHARGING EV CHARGING' \'FJ %U �`�L `i�\`�� �f'�-i ONLY ONLY o } I �,���'`��T�iRT i��Gi✓i iiC` r3QY %v�i\i\i�`�i��il�Gi\i�����i 1 3 700 iiiiii ��yNKi -6X5 THICKEVED WO _ 6" e44"vkrt lGymirz I 003 L ilEd. 6>i nun PROVIDE EV CHARGING 5'-0" PARKING STALL PER 11B-812 FIGURE i7R-8129. TYP SURFACEMARKfNG c oJc o c , �000 Fcoenvlxacyre�I 000000 ' s 0 0 0000 pVOOVV .TRANSITION_ opoocv c10c00 , 'TYP 0000 0000 oc i \ C@ ALL WA KS & CONC. IOP 01 CURB FI.. -V Ph1, PI AN \ 51 AS FDS CS PAVING PIAN IFR � 1% CL r CLnSS II AGG. G. BASF SI OPE � OR����� I:IS tAN. 1/J I:'(PANSION JOINT O 30' 2c.% i PER PLAN ) NEAKENED PLAIT JOINTS Cor IC' o.c. -JOIfITS IN ,SDJ. fIT SOFWALKS SHALL hIATCII 2Q16 GALIF9At{1A BUILDING CODE w r 011 EV CHARGING PARKING STAL� / 013 ACCESSIBLE RAMP 014 CURB, WALK & WHEEL BUMPER BLOCK H -z" EXPANSION '-�� CONC. CURB MATERIAL .2 PER 016�A904 - — P 1-2""0 STD_ CALV.--I-,"0 STC. GA V. 12" 12" GIJ ARDRAIL PIPE POST Cw7 GUARDRAIL PIPE POST ' R PLAN � 5-C"o. r,. Q 5-U'b.c. z" RAD. FLOW LINE H 2/ P1AX. E A I E / (E) AC PAVING - - T GUTTER 1-2"0 SID. GALS. cp NAIURA' GRAJF hORIZOVTAL PIPE RAIL BT a TYPICAI. N' 3�U`i�<>i�� ��LL�O����!�L��%v��!i iii✓ i i i ia�y�L�J%o��iL�i��i���L✓��i p.i A '����L _%�L%vv ��!iii`�i�nTv��iT`i��L�L����i���`���LK������J���y'�����✓`yu�i��%iT`Tyi�X� - V>51 IT _ATSI ORK ixl� `Y�`i PER 2&14�A903 \ yi, SI COMPACTED GRADE��1���i I IIGIi CONIC. CURB Ti T M ` � SEE 16/A903 0��� G NOTE 'SS��Yv���^AN ��✓��%� `M - #4 ARS C 24'b. c. I ) I CI AS" III (ONC. (b i SACK) EXP ^.hSION JOINT. FACH CONT. L'4 BAR 11° 40o.c OEAKENEC PLANE JOINTS EACH 20'O.c. OVER ON C TOP & 90TTCM COMPACTED GRADE 016 HIGH CONC. CURB MS 017 SAFETY RAIL 018 DRAINAGE V -GUTTER 019 020 ��� 3O� lits MS ms City Records No. 6/16/19 1 Backcheck SHEET TITLE Details March 4, 2019 SHEET NO. A903 MATCH 01� A9o3 4'_4' TRANS HON - SLOPE -TYP 25" AC PA'iING- OVER 4 CLASS 11 GG SASE - IYP 018 0 fNAN41LOU - SLOPE -IYP _ <U77 PG&E 'Apo -FORMER 2% MAX. I % WAX I }} I IS I _rl MAX O 014\ 016 V 017 2.5% PROPOSED BUILDING F.F. 405.15 OS Os Ta PLANTER TOO h! TEC ___—%oz I A903 + A09 a5 TOG _OF �- 25' AC PAVING - Q OVER 4' 0 ASS II x G3 SALE - TYP 303.0-. LOU ILI 001 007 \I -101 . C101 / L, BOY, h �' tiM r.;.<,f // : \CP.1d'1�HfH0�T/ 016 EXISTING A903 2 0 0 404.15 BCV, / 017 018\ H POINTiu MATCH POINT A903��A903 BUILDING .10TRANSITION � ,X .�; NOTE: STORE -T!P ;r 11 1 11 RsP: REFERTOARCH SITEPLAN FORDIMENSIONS / ""/ NOAH S ARK REFERTOARCH SHEETA901 FOR ACCESSIBILITY DETAILS F.F. 4--,-- ENLARGED GRADING PLAN Drainage Calcs: CONC. SDLARI IWERVIOU5 AREA ADDED = t ,52C) s.r. BLOCK AS STOMP! - DRAINAGE FROM 7676 s.F. OF TIIETOTAL. IMPERVIOUS AREA DRAINS NEN/ DETENTION INTO EXISTING AC ?AVIVG AREA WITH DRAINAGE FLOW DIRECTLY TO 403'6'0L�IP'�`� PUBLIC DRAINAGE CSY5_, PUP, FE MAIMING IMPERVIOUS AREA DRAINAGE CAL -5: 2,644 sJ, (E) sawNc carE—J 0.3G X 2544 = 102405 (I 03 OC C.F. OF DETEINNON SUMP KCQUIREO) JILT LIN ION SUMP CALCJLATION: V -L (A_ 4Am+ AA T,a 6 Volume (V) _ (A,+ 4A„+ A,) s e oa + lzoa 2 AI= 2 x 1.7 11 —2485 (11+4x77+6.5) 6 8.00 + 12.00 Am= x 0.77 = 7 1 2 -24.8.. (17+30.8 6.5 h) 6 8.00 + 12.00 A2= , x 0.66 = 6.72 _ 119929 — 6 = 199.88' 199.88 C.F. OF DETPIVT ION SUPLP PROVIDED X55 FUTURE FOLLOWSHIP%; EXPANSION X F F 405.15 LID 016 A/ 017 F 01S A903 '/A903 V A903 Detention Sump 404.10 PIG MATf�` 40180 NG 403.10 BCTTOM PATCH POINT CONC. SDLARI \4010 BOTTOM BLOCK AS STOMP! - NEN/ DETENTION 403'6'0L�IP'�`� SP (E) sawNc carE—J Detention Sump 404.10 PIG MATf�` 40180 NG 403.10 BCTTOM PATCH POINT 30340 BOTTCM i. PLANTER 20 NG MATCH POINT G' GRAPHIC SCALE J 20' 10' 0' 10' 20' ( IN FEET) 1 inch = 20 ft. 8 k-- 24 AN 17 \ A901, ENTRY WARNING SIGN 0 �P s yN�E. 1p VE P O�p� VrP� SLOVENE (E) AO PAVING OP9N PPHN sn� M �l HOA, PROPERTY -NF PER A'9 DOE 501 GENERAL NOTES ACCF`I51F_ PATh Of TRAVB:---*----�------ ACCE551DLE -ATII OF TRAVEL SrIOWN ON PLAN 15 A SP2RR-F,REE ACCESS ROUTE WITHOUT ADRUPT LEVEL CHANGES EXCEEDING k IF BEVELED AT I : 12 MAXIMUM 5L0FE OR DE R1(CAL LEVEL CHANGES NOT EXCEEDING q" MAXIMUM AND AT LEAST Ab" IN AID111, SURDACE.5 CONCRETE PLATWORK AND 5LIF RE515TANT. CROSS 5' -OPE DOZS NOT EXCE`D 2% AND SLOPE IN DIRECTION OF TRAVEL 15 I FS5 THAN 5%. AGCf551EU 7ATH OF TRAVEL SHALL EE MAIM7VNEI7 FREE OF OVIPWANGING CAPS, NGAJC: FION TO 80" IMLNIPPUM AND PROTRUDING OBJECTS WITH A PROJECTION GREATR THAN 4" FROM'NAL_ _1T AU_ 8E HELD 27" ABOVE FIN15h GROUND SURFACE AND LE55 THAN 30' IO Rtl Dj (E) AC PANNG� (E; FLOhI'L P� N� if FromNNE— (E) FLOIA, INE NOMM/ XISTING (E) NATMFAL AY CARE rrtAOF - rrF� BUILDING 009 A903 I / i —_* _ _-- * —2 EXISTING SACNTUARY� 3�, II I F, / BUILDING / / �� \ 1%' — — J ' / , / / sRADNC LIMN LINE EXISTING / / / / BUILDING ' �l Ac an;1Nc "NOAH'S ARK"//, F.F: 46399 z// i / / % /. ✓//I�� / pry � E LbNG PANNC \�1 L / j \ O �\ e / PROPEZTY IUE rER A'\1 OOG_— M V — — — — — — — — ter— — — ------------------------------------- AND CURD It UTNE REPLACEMENT AND CURD AGUTTERRcrLACEMENT 11NIJLX SEYA3ATL YLKMff III PROVISION5 FOR DFTFNTION SUMP ARA TOTALING 1 50 CL'61C EE -F. q OF CALIFORNIA AVE EXISTING OVERALL DRAINAGE FLOW PLAN U) co LL. O 0i 1� (E) COB RQN LINE U UCz W C_ IRr U) (ij O Q M O � � cz LLO '0 -FuN 0X (y)� E o M z U Date: Issued For: SHEET TITLE Grading Plan DATE March 4, 2019 SHEET NO. C101 \4010 BOTTOM NEN/ DETENTION 403 a, H SUMP AREA 403RC BOTIOM 30340 BOTTCM i. PLANTER 20 NG MATCH POINT G' GRAPHIC SCALE J 20' 10' 0' 10' 20' ( IN FEET) 1 inch = 20 ft. 8 k-- 24 AN 17 \ A901, ENTRY WARNING SIGN 0 �P s yN�E. 1p VE P O�p� VrP� SLOVENE (E) AO PAVING OP9N PPHN sn� M �l HOA, PROPERTY -NF PER A'9 DOE 501 GENERAL NOTES ACCF`I51F_ PATh Of TRAVB:---*----�------ ACCE551DLE -ATII OF TRAVEL SrIOWN ON PLAN 15 A SP2RR-F,REE ACCESS ROUTE WITHOUT ADRUPT LEVEL CHANGES EXCEEDING k IF BEVELED AT I : 12 MAXIMUM 5L0FE OR DE R1(CAL LEVEL CHANGES NOT EXCEEDING q" MAXIMUM AND AT LEAST Ab" IN AID111, SURDACE.5 CONCRETE PLATWORK AND 5LIF RE515TANT. CROSS 5' -OPE DOZS NOT EXCE`D 2% AND SLOPE IN DIRECTION OF TRAVEL 15 I FS5 THAN 5%. AGCf551EU 7ATH OF TRAVEL SHALL EE MAIM7VNEI7 FREE OF OVIPWANGING CAPS, NGAJC: FION TO 80" IMLNIPPUM AND PROTRUDING OBJECTS WITH A PROJECTION GREATR THAN 4" FROM'NAL_ _1T AU_ 8E HELD 27" ABOVE FIN15h GROUND SURFACE AND LE55 THAN 30' IO Rtl Dj (E) AC PANNG� (E; FLOhI'L P� N� if FromNNE— (E) FLOIA, INE NOMM/ XISTING (E) NATMFAL AY CARE rrtAOF - rrF� BUILDING 009 A903 I / i —_* _ _-- * —2 EXISTING SACNTUARY� 3�, II I F, / BUILDING / / �� \ 1%' — — J ' / , / / sRADNC LIMN LINE EXISTING / / / / BUILDING ' �l Ac an;1Nc "NOAH'S ARK"//, F.F: 46399 z// i / / % /. ✓//I�� / pry � E LbNG PANNC \�1 L / j \ O �\ e / PROPEZTY IUE rER A'\1 OOG_— M V — — — — — — — — ter— — — ------------------------------------- AND CURD It UTNE REPLACEMENT AND CURD AGUTTERRcrLACEMENT 11NIJLX SEYA3ATL YLKMff III PROVISION5 FOR DFTFNTION SUMP ARA TOTALING 1 50 CL'61C EE -F. q OF CALIFORNIA AVE EXISTING OVERALL DRAINAGE FLOW PLAN U) co LL. O 0i 1� (E) COB RQN LINE U UCz W C_ IRr U) (ij O Q M O � � cz LLO '0 -FuN 0X (y)� E o M z U Date: Issued For: SHEET TITLE Grading Plan DATE March 4, 2019 SHEET NO. C101