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Home My WebLink About2445 S Bristol St - PlanINDEX OF DRAWINGS RE: THIS PROJECT BUILDING SUMMARY RE: THIS PROJECT RE: THIS PROJECT ABBREVIATIONS ORIENTED STRAND BOARDO.S.B.CENTER TO CENTERC.C. REFRIGERATION PROBE CABLE SANITARY NAPKIN RECEPTACLE ROAD, ROUND AND ROOF DRAIN TUBE STEEL AND TEMPERATURE SENSOR PRESSURE TREATED FIRE RESISTIVE SMOKE DETECTOR, SOAP DISPENSER JOINT AND JOINT TRENCHJT. H.C.A.HEADED CONCRETE ANCHOR INVERT ELEVATION CONDITIONING ISOLATED GROUND HIGH DENSITY INSIDE DIAMETER INTERIOR AND INTERCOM HOLLOW METAL HEATING VENTILATING AND AIR HIGH POINT AND HORSE-POWER INSUL. INV. JAN. INT. IE. I.G. IN. I.D. INSULATION INVERT JANITOR INCH H.P. HT. HR. HVAC H.D. H.M. HORIZ. HEIGHT HOUR HORIZONTAL GLUE-LAM BEAM GROSS SQUARE FOOTAGE GROUND FAULT CIRCUIT INTERRUPTER GROUND AND NATURAL GAS GENERAL CONTRACTOR HANDICAPPED GYPSUM BOARD GALVANIZED IRON (STEEL) FOOT OR FEET G.C. G.S.F. GYP. BRD. H.C. H.B. G.L.B. GND. G.F.I. G.I. HOSE BIBB GROUND GAL. GA. G.B. GALV. G. FURR. FTG. FT. GALLON GAUGE GRAB BAR GALVANIZED FURRING FOOTING VENTILATIONVENT. VENT RISER VENT THRU ROOF WATERPROOF WITH WEST, WATTS AND WATER VINYL WALL COVERING VINYL COMPOSITION TILE VERIFY IN FIELD VESTIBULE VERTICAL WITHOUT WATER VALVE WELDED WIRE FABRIC WASTE RECEPTACLE WORK POINT WIRE GLASS WOOD W.W.F. W.GL. WP. W.V. W.R. W.P. W/ W/O WD. VTR. V.W.C. V.C.T. V.I.F. VEST. VERT. VR. W. TOP OF FRAMING VOLTS AND VENT TELEPHONE TERMINAL BOARD UNIFORM DISTRIBUTED LOAD UNLESS NOTED OTHERWISE TOP OF DECK THRESHOLD TOP OF TOILET PAPER DISPENSER TOP OF WALL TOP OF SLAB TOP OF PAVEMENT/PARAPET TOP OF MASONRY TOP OF CURB/CONCRETE TYPICAL T.T.B. U.D.L. U.N.O. T.P.D. TYP. V. T.S. T.O.F. T.O.D. THRES. T.O.W. T.O.S. T.O.P. T.O.M. T.O.C. T.O. SOUTH AND SLOPES.ELECTRICAL PANELBOARDE.P. FIBER REINFORCED PANEL FULL LOAD AMPS FIRE HYDRANT FACE OF MASONRY FACE OF FINISH FACE OF CURB/CONCRETE FLAT HEAD WOOD SCREW FLAT HEAD METAL SCREW FIRE HOSE CABINET FIRE SERVICE FIRE-RETARDANT TREATED WOOD FACE OF TREAD FACE OF STUDSF.O.S. FRP. F.S., F. FRTW. F.O.T. F.O. F.O.M. F.O.F. F.O.C. FACE OF F.H.W.S. F.L.A. FLG. FIN. FLR. F.H.M.S. F.G. F.H. F.H.C. FLASHING FINISH (ED) FLOOR (ING) FLAT GR0WN FINISH FLOOR LINE FINISH FLOOR ELEVATION ELECTRIC WATER COOLER EXTERIOR SPECIAL COATING FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FLOOR DRAIN EXTERIOREXT. FDN. F.F.L. F.F.E. F.E.C. F.E. F.B. F.D. F.A. FOUNDATION FLAT BAR FIRE ALARM E.W. EXH. EXP. E.W.C. EQP. EST. EQ. E.S.C. EACH WAY EXHAUST EXPANSION EQUIPMENT ESTIMATE EQUAL SQUARESQ. SANITARY SEWER TOP OF CURB STREET SYMETRICAL SOUTHWEST THICKNESS TELEPHONE TOP OF DRAIN TONGUE & GROOVE TOWEL BAR SUSPENDED STRUCTURAL STANDARD STAINLESS-STEEL TREAD AND TRANSFORMER STEEL STATION SW. SYM. THK. TELE. T & G T.C. T.D. T.B. T. SUSP. STRUC. STD. STA. STL. SS. ST. SST. SUPPLY AIR AND STORM DRAIN SOUTHEAST SHEETING SQUARE FOOT/FEET SANITARY NAPKIN DISPENSER SCHEDULE SEAT COVER DISPENSER SOLID CORE SEALANT SIMILAR SHEET SHOWER SECTION SPECIFICATIONS S.F. SHTG. S.N.R. S.N.D. SHR. SPECS. SIM. SE. SHT. SCHED. S.C.D. SEAL. SECT. S.D. S.A. S.C. CERAMIC TILEC.T. DEFORMED BAR ANCHOR DRINKING FOUNTAIN EXPANSION JOINT EXTERIOR INSULATION FINISH SYSTEM EXPANSION BOLT ELEC. EL. E.J. E.I.F.S. (E) E. EA. E.B. ELECTRIC ELEVATION EXISTING EAST EACH D.F. DIM. DIA. DWG. DN. D.B.A. DET. DBL. DIMENSION DIAMETER DRAWING DOWN DETAIL DOUBLE COUNTER FLASHING OR CONDUIT ONLY. COLUMN MOUNT CUBIC FEET PER MINUTE CEILING HEIGHT CONTROL JOINT CAST IN PLACE CORRUGATED METAL PIPE CONCRETE OPENING AND CLEAN-OUT CONCRETE MASONRY UNIT CLEARCLR. COL. CORR. CONT. CONC. C.M.P. C.O. CMU. COLUMN CORRIDOR CONTINUOUS CONCRETE CL. C.J. C.I.P. CLG. CFL. CFM. CHT. CEM. CEILING CEMENT PTFR RETURN AIR REVERSE (SIDE) REFRIGERATION ROOF HATCH PAVEMENT POLYVINYL CHLORIDE COORDINATE WITH REINFORCEMENT REFERENCE, REFER TO, AND RADIUS RIGHT OF WAY ROUGH OPENING ROOM REQUIRED R.P.C. RVS. RFH. REINFMN'T R.O.W. R.O. REQ'D. RM. REFR. PVMT. PVC. RA. RD. RE: R. OUT TO BID PANEL PHASE AND PHARMACY PHOTO-CELL LIGHTING POLE PLATE POLE MOUNT PLACES PROPERTY LINE PROPOSED PAPER TOWEL DISPENSER POUNDS PER SQUARE INCH PLYWOOD PLUMBING PLASTIC LAMINATE POUNDS PER SQUARE FOOT P.LAM. PNL. PLC'S PROP. P.T.D. P.S.I. PLYWD. PLUMB. P.S.F. O.T.B. (PC). (PL). PH. PL. P/L. P. NORTH AND NEUTRAL (ELECTRICAL) ON CENTER (S) AND OVER COUNTER MASONRY OPENING AND MONEY RELOCATED EQUIPMENT(R) ARCHITECTURALARCH. CONDUIT OR CELCIUS CATCH BASIN AND CIRCUIT BREAKER BASE OF CURB BOTTOM OF FRAMING B.U. C. CAB. C.B. BTWN. BRG. BOT. B.O.C. BUILT-UP CABINET BETWEEN BEARING BOTTOM BLDG. BLVD. BM. BLK. B.O.F. BRD. AVE. AUTO. BUILDING BOULEVARD BLOCK BEAM BOARD AVENUE AUTOMATIC ABOVE FINISH GRADE AREA LIGHTING ABOVE FINISH FLOOR ADA ACCESSIBILITY GUIDELINES APPROXIMATE ALTERNATIVE AIR CONDITIONING ANCHOR BOLT DIAMETER OR ROUND AMERICANS WITH DISABILITIES ACT ACOUSTICALACOUST. AL. APPROX. ALUM. ALT. ADAAG A.F.G. A.F.F. ADA ALUMINUM A, AMP. ABV. A/C A.B. @ o AMPERE ABOVE CENTERLINE AT MTL.MATERIAL (S) NEW OUTSIDE AIR OPENING MILLWORK NORTHEAST NORTHWEST OPPOSITE HAND OUTSIDE DIAMETER NOT TO SCALE NOT IN CONTRACT NOMINAL NUMBER OPPOSITE OVERHEAD O.S.A. OPG O.P.H. O.D. O.C. OPP. O/H NW. MWK. N.T.S. N.I.C. NOM. NO. OR NE. (N) N. # LINEAR FEET ORDER MACHINE METAL ROOF DECK MIRROR MASONRY LOW POINT MAXIMUM POUNDS MISCELLANEOUS MANUFACTURER MECHANICAL MOUNTED MINIMUM MANHOLE METAL MACHINE BOLT MFR. M.R.D. MIR. MISC. MT'D M.O. MIN. M.H. MAS'Y MAX. LBS. MECH. MET. M.B. L.F. L.P. MODIFIED EQUIPMENT EXISTING CONSTRUCTION OR EQUIPMENT SURPLUS EQUIPMENT NEW CONSTRUCTION OR EQUIPMENT (M) (E) (S) (N) LAVATORY LAMINATE KNOCKOUT KITCHEN LAV. LAM. KIT. K.O. EXISTING EL SUPER #23 - PAVING RE-STRIPING SITE PLAN 2445 SOUTH BRISTOL STREET SANTA ANA, CA 92704 NORTH OCCUPANCY GROUP: BUILDING CONSTRUCTION: SPRINKLER: CODE INFORMATION: BUILDING DATA: THIS PROJECT SHALL COMPLY WITH THE : SANTA ANA MUNICIPAL CODE (SAMC) 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA FIRE CODE (CFC) TITLE 24 ACCESSIBILITY CODE CONTRACTOR TO COMPLY WITH ALL CAL/OSHA REQUIREMENTS AND CITY OF SANTA ANA C&D ORDINANCE STORIES: M (MERCANTILE); EXISTING, NO CHANGES TYPE V-B; EXISTING, NO CHANGES FULLY SPRINKLERED; EXISTING (COMPLIES WITH NEPA-13) EXISTING, NO CHANGES (N.I.C.) (EL SUPER) ......................................................... ................................................. ....................................................................... ........................................................................... ......................................... USE (CURRENT REMODEL) :RETAIL (SUPERMARKET); EXISTING, NO CHANGES............................................... DESIGN / DRAFTING CONSTRUCTION CONSULTANTS 1532 SWEET BASIL CIRCLE HEMET, CA 92545 PHONE: 951.391.5069 CONTACT: LYDIA CERVANTES E-MAIL: LydiaCervantes.DCC@outlook.com ARCHITECT OF RECORD: RE: THIS PROJECT PROJECT DIRECTORY VICINITY MAP RE: THIS PROJECT GENERAL NOTES 26. CONTRACTOR'S JOB SHACK SHALL NOT BE PLACED WITHIN LOCATION OF BUILDING STRUCTURE. 34. NO OUTSIDE STORAGE OF EQUIPMENT AND MATERIAL IS PERMITTED ON THIS SITE. 45. EXACT LOCATIONS AND DIMENSIONS FOR ALL FLOOR SINKS AND STUB-UPS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, PLUMBING CONTRACTOR, REFRIGERATION CONTRACTOR AND ELECTRICAL CONTRACTOR. 1. ALL WORK, MATERIAL, METHODS, ETC. SHALL CONFORM TO ALL GOVERNING BUILDING CODES, REGULATIONS AND AGENCIES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES AND/OR POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTOR SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS (N.I.C.). 4. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 5. PROVIDE A MIN. OF ONE 2A:10BC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 3,000 SQ.FT. OR PORTION THEREOF ON EACH FLOOR. 6. PROVIDE ONE PORTABLE FIRE EXTINGUISHER TYPE "K" CLASSIFICATION FOR THE KITCHEN. 7. ALL COMMERCIAL TYPE COOKING EQUIPMENT SHALL BE PROTECTED BY AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. 8. CONTRACTOR SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPT. FROM THE FIRE PREVENTION BUREAU PRIOR TO THE BUILDING OCCUPANCY. 9. EXIT SIGNS, WHERE NOTED OR REQUIRED, SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND/OR APPLICABLE REGULATIONS. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. 10. EVERY EXIT DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 11. EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THRESHOLD. 12. ALL TOILET ROOMS SHALL BE VENTILATED WITH ONE AIR CHANGE FOR EVERY 15 MINUTES BY MECHANICAL MEANS, SEE APPLICABLE DWGS. 15. PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY. 17. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND/OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH-IN, STUB-UPS, ETC. THE GENERAL CONTRACTOR IS TO OBTAIN WRITTEN APPROVAL FROM THE TENANT'S REPRESENTATIVE PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLYING FINISHES ON THE WALLS. 18. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADDRESS NUMBERS PER CITY REQUIREMENTS. ILLUMINATED WHERE REQUIRED. 19. a. ALL EXPOSED ELECTRICAL EQUIPMENT SHALL BE PAINTED TO MATCH ADJACENT SURFACES- INTERIOR & EXTERIOR. b. ALL EXPOSED PLUMBING SHALL BE PAINTED TO MATCH ADJACENT SURFACES- INTERIOR & EXTERIOR. 21. IT IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR TO INSURE THAT ALL SUBCONTRACTOR HAVE REVIEWED THE ENTIRE SCOPE OF THE PROJECT RELATES TO THEIR TRADE. ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL RELATIVE WORK SHOWN ON ENTIRE SET OF DRAWINGS AND SPECIFICATION MANUAL. 22. GENERAL CONTRACTOR SHALL DESIGNATE A QUALIFIED PERSON FOR THE SUPERVISION OF WELDING CUTTING OPERATIONS, INCLUDING USE OF FLAME PROOFED TARPAULINS. TITLE 24, CALIFORNIA CODE OF REGULATIONS ACCESSIBILITY REGULATIONS ALTERATIONS TO EXISTING BUILDINGS & FACILITIES 1. WHEN ALTERATION, STRUCTURAL REPAIR, OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, THOSE ALTERATIONS SHALL COMPLY WITH ALL PROVISIONS FOR NEW BUILDINGS STANDARDS. THESE REQUIREMENTS SHALL APPLY ONLY TO THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR OR ADDITION. 2. FURTHERMORE, THE REQUIREMENTS FOR NEW BUILDINGS STANDARDS SHALL INCLUDE THE FOLLOWING AREAS: a. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR OR ADDITION. 23. MODIFY SPRINKLER SYSTEM AS REQUIRED PER THIS PROJECT SCOPE. G.C. SHALL BE RESPONSIBLE FOR OBTAINING AGENCIES APPROVAL PRIOR TO MODIFICATION. 25. GENERAL CONTRACTOR SHALL BE RESPONSIBLE IN KEEPING COMBUSTIBLE MATERIAL, INCLUDING CRATED EQUIPMENT TO A MINIMUM AND AS FAR AWAY AS POSSIBLE FROM BUILDINGS UNDER CONSTRUCTION. RE: THIS PROJECT REGULATORY AGENCIES ONE STORY; EXISTING, NO CHANGES EXISTING BUILDING (EL SUPER): 33 ENLARGED FLOOR PLANFLOOR PLAN DETAIL SYMBOL WALL ELEVATION DETAIL CUT ROOM TITLE MULTIPLE ELEVATION A4.1-1 RE: A4.1-2 INDICATION OF ROOM ELEVATION SINGLE ELEVATION WHERE FILLED IN WHERE NOT FILLED IN SHEET KEYED NOTE/FINISH MATERIAL, RE: SHEET SCHEDULE OF KEYED NOTES INDICATION OF NO ROOM ELEVATION DOOR TYPE: NUMBER DESIGNATIONS, RE: A1.1-1 & A1.5-4 REFERENCE NO. (OUTSIDE OF SYMBOL) REFERENCE NO. (INSIDE OF SYMBOL) PROPERTY LINE RE: THIS PROJECT STRUCTURE CENTERLINE SWALE/FLOW LINEDATUM BUILDING ELEVATION EXISTING GRADEELEVATION, RE: C3.1-1 FINISHED GRADE ELEVATIONS, RE: C3.1-1 RE: A4.1-1 01 SHEET RE: A1.2-3.09 2 DETAIL 1/8" = 1'-0" RE: A1.2-3 SHEET A2.1-2 A2.1-2 SCALE OF PLAN, SCHEDULE, DETAIL, ETC. REFERENCE NO. OF RELATED PLAN, REFERENCE NO. OF SECTION REFERENCE NO. OF PLAN, SCHEDULE, DETAIL, ETC. TITLE OF PLAN, SCHEDULE, DETAIL, ETC. REFERENCE NO. OF RELATED PLAN, REFERENCE NO. OF RELATED KEYED NOTE, GENERAL NOTE, SCHEDULE, DETAIL, ETC. ON SHEET A1.2 MATERIAL INDICATION, SCHEDULE OR SPECIFICATION REFERENCE NO. OF SECTION SCHEDULE, DETAIL, ETC. ON SHEET A1.2 LEGEND AND SYMBOLS SALESROOM SYMBOL REFERENCES ROOM TITLE, NUMBERS AND INTERIOR ELEVATIONS RE: A4.1-3 RE: A4.1-4 A1.2-3 SHEET A1.2-24 A1.2-23 DISCIPLINE, SERIES AND SHEET NO. OF DETAIL PLAN OR ELEVATION REFERENCE NO. OF DETAIL, A1.2-23 SERIES 100 (100) SERIES DISCIPLINE BUILDING SECTION PARTIAL BUILDING, OR WALL SECTION SECTION AND DETAIL REFERENCES SITE AND ELEVATION REFERENCES PLAN, SCHEDULE, DETAIL, SECTION, ELEVATION, AND DIAGRAM REFERENCES DISCIPLINE 100'-0" DISCIPLINE SERIES RE: THIS PROJECT SCOPE OF WORK SCOPE OF WORK INCLUDES: SITE WORK ONLY; SLURRY AND RESTRIPING OF EXISTING PARKING AT FRONT OF EL SUPER BUILDING PARKING LOT; A.SEE SHEET SP1.0 SITE PLAN FOR AREA OF PROPOSED WORK LIMITATIONS. B.SEE SHEET SP2.0 FOR SITE DETAILS. 1 PROJECT SITE ARCHITECTURALREVISIONDEVELOPMENT SERVICES DEPARTMENT: CITY OF SANTA ANA BUILDING AND SAFETY 20 CIVIC CENTER PLAZA ROSS ANNEX, M-20 SANTA ANA, CA 92701 PHONE: (714) 647-5800 CS.1 TITLE SHEET DRAWING INDEX SP1.0 RE-PAVING AND RE-STRIPING SITE PLAN, NOTES SP2.0 SITE PLAN DETAILS 01 02 03 PARKING CALCULATION OF EXISTING STALL AFFECTED BY S.O.W. (EXISTING NO CHANGES): 95 (EXIST. NO CHANGES TO NUMBER OF STALLS)................................................................. TENANT:BODEGA LATINA CORPORATION 600 CITADEL DRIVE COMMERCE, CA 90040 PHONE: 323.869.7722 CONTACT : TOM APODACA E-MAIL: tom.apodaca@smartandfinal.com ..........................EXISTING PARKING LOT AREA (EL SUPER): EXISTING STANDARD PARKING STALLS (NO CHANGES): 6 (EXIST. NO CHANGES TO NUMBER OF STALLS)................................................................. EXISTING DISABLED ACCESSIBLE PARKING STALLS (NO CHANGES): TOTAL EXISTING PARKING STALLS (NO CHANGES):101 (EXIST. NO CHANGES TO NUMBER OF STALLS)................................................................. SHEET: OF: SHEET NO: PROJ. NO.: CHKD. BY: REVD. BY: DRWN. BY: SCALE: DATE: TI T L E : PR O J E C T : CL I E N T : SHEET DATA DATE DRAWN BY REVISIONS EL S U P E R # 2 3 PA V I N G R E - S T R I P I N G S I T E P L A N 24 4 5 S O U T H B R I S T O L S T R E E T SA N T A A N A , C A 9 2 7 0 4 XR E F F I L E S : PL O T D A T E : XR E F D ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER/DRAFTING CONSULTANT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER/DRAFTING CONSULTANT. COPYRIGHT 'DESIGN CONSTRUCTION CONSULTANTS' ALL RIGHTS RESERVED. Ar c h i t e c t u r a l * S t r u c t u r a l * I n t e r i o r D e s i g n * M e c h a n i c a l * P l u m b i n g * E l e c t r i c a l Re s i d e n t i a l : C o m m e r c i a l : T e n a n t i m p r o v e m e n t s : R e m o d e l s 15 3 2 S w e e t B a s i l C i r c l e , H e m e t , C a l i f o r n i a 9 2 5 4 5 Te l e p h o n e : ( 9 5 1 ) 3 9 1 - 5 0 6 9 DE S I G N / D R A F T I N G CO N S T R U C T I O N CO N S U L T A N T S CO N S U L T A N T : CO N S U L T A N T : 60 0 C I T A D E L D R I V E , C O M M E R C E , C A 9 0 0 4 0 ( 3 2 3 ) 8 6 9 - 7 7 2 2 DCC 1059.00 01.24.25 CS1.0 TI T L E S H E E T , P R O J E C T I N F O R M A T I O N EXISTING (NO CHANGES EXCEPT FOR NEW SLURRY & RESTRIPE ONLY) Bldg #101122654 APPROVALS: PLNG - C. Santana BLDG - J. Lo PUBLIC WORK - Y. Soto EX I S T I N G P A R K I N G , T O R E M A I N PL A N T E R A. C . P A V E M E N T T. E . 5 NO PARKING NO PARKING NO PARKING S B R I S T O L S T EXISTING EL SUPER NO. 23 ENLARGED PLAN 2 SP1.0 [Uncensored leaked english subtitles] Beautiful navie wife wakes up at a party with aching bruised hairy pussy dripping with cum and sore mouth also filled with cum after several men took advantage of her without husbands knowledge after she passed out at party. Men visit her home when husband is a work and want her to clean their cicks with her mouth and pleasure them like she did at party 1.THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OF CONSTRUCTION TO FINAL INSPECTION. 2.THE DEVELOPMENT SHALL MEET ALL REQUIREMENTS OF THE LOCAL FIRE CODE. 3.VERIFY ALL (E) UNDERGROUND UTILITIES RELATED ITEMS PRIOR TO CONSTRUCTION & PROTECT FROM DAMAGE AS REQUIRED. ANY UNDERGROUND ITEM DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO APPROVED CONDITION BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 4.DEMOLITION SHALL FULLY COMPLY WITH ALL AGENCY REQUIREMENTS. 5.PROVIDE TEMPORARY SHORING AS REQUIRED. 6.ALL SITE UTILITY (ON-SITE/OFF-SITE) TRENCHING, BACK FILLING AND FINISH BE BY GC. GENERAL CONTRACTOR TO COORDINATE WITH UTILITY AGENCIES AS REQUIRED. 7.FINISH GRADES AROUND THE NEW STRUCTURE SHALL BE SLOPED AWAY FROM THE BUILDING FOR DRAINAGE. 8.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 9.ALL SITE UTILITY TRENCHING AND BACKFILLING ARE TO BE G.C. (INCLUDING BUT NOT LIMITED TO IRRIGATION, SITE LIGHTING, PRIMARY AND SECONDARY POWER, OFF-SITE FIRE TAP TO FIRE MAIN); COORDINATE WITH UTILITY AGENCIES AS REQUIRED. 10.CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 11.AT NO TIME SHALL CAMPERS, TRAILERS, MOTOR HOMES, OR ANY OTHER VEHICLE BE USED AS LIVING OR SLEEPING QUARTERS ON THE CONSTRUCTION SITE. ALL SUCH VEHICLES SHALL BE REMOVED FROM THE SITE AT THE END OF EACH WORK DAY. 12.FINAL INSPECTION BY THE PLANNING DEPARTMENT IS REQUIRED PRIOR TO OCCUPANCY. CONTRACTOR TO NOTIFY PLANNING WHEN CALLING FOR FINAL BUILDING DEPARTMENT INSPECTION. 13.PORTABLE TOILETS USED DURING CONSTRUCTION SHALL BE KEPT AS FAR AS POSSIBLE FROM EXISTING RESIDENCES AND SHALL BE EMPTIED ON A REGULAR BASIS AS NECESSARY TO PREVENT ODOR. 14.PROVIDE ACCESSIBLE PARKING AND SIGN DETAILS WITH DIMENSIONS. PROVIDE TOWED AWAY SIGN WITH CONTACT INFO. SEC 11B-208. 15.ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ENTRANCE AND CANNOT WHEEL BEHIND OTHER VEHICLE. SEC 11B-208.3.1. 16.ACCESSIBLE PARKING AND ACCESSIBLE EVCS CANNOT EXCESS 1:48 SLOPE THROUGHOUT THE PARKING AND LOADING/UNLOADING AISLE. SEE 11B-502.4. 17.IS THERE ANY EVCS (ELECTRIC VEHICLE CHARGING STATIONS) SERVING GENERAL PUBLIC BE ADDED OR ALTERATION TO EXISTING EVCS. IF THERE IS ANY, COMPLY WITH 11B-228.3. 18.PROVIDE 8'-2" MIN VERTICAL CLEARANCE FOR PARKING LOT. 19.DETECTABLE WARNINGS CANNOT LOCATION INSIDE DOOR MANEUVERING CLEARANCE, RAMP LANDING, STAIRWAY TREAD AND PARKING/EVCS LOADING/UNLOADING AISLE. 20.PROVIDE ARROW PATHS OF TRAVEL FROM ACCESSIBLE PARKING, EVCS & CHARGER, & PUBLIC WAY TO ENTRANCE(S). SEC 11B-206. ADDRESS COMMENT ON CIRCULATION PATHS. REF 11B-250. IF FLOOR LEVEL ALONG PATHS OF TRAVEL IS NOT FLAT, SHOW PERCENTAGE AND ALL RAMP(S)/CURB(S)/CURB RAMP(S)/STAIRWAY(S)/LIFT(S)/ELEVATOR(S) AND DETECTABLE WARNINGS ON PLAN. 21.IF CIRCULATION PATHS CONTIGUOUS TO VEHICULAR TRAFFIC, RAISED 4 INCHES MIN ABOVE THE AREA IS REQUIRED UNLESS MEET ONE OF THE EXCEPTION. REF 11B-250-1. 22.ACCESSIBLE PATH OF TRAVEL ROUTES AND WALK CANNOT BE MORE THAN 5% SLOPE UNLESS MEET ONE OF THE EXCEPTIONS. REF 11B-250-1. 23.CURB RAMPS NEED TO COMPLY WITH 11B-705.2.2. PARALLEL CURB RAMPS NEED TO COMPLY WITH 11B-705.1.2.2.2. 24.EVERY ENTRANCE/EXIT SHALL BE ACCESSIBLE. 25.THERE ARE NO NEW ENTRANCES/EXITS OR OPENINGS IN EXISTING EXTERIOR BUILDING WALLS. 25.ALL DOOR THRESHOLD AND PATH OF TRAVEL TO ENTRY/EXIT DOOR REQUIRED 1/4 INCH MAX LEVEL CHANGE AND/OR 1/2 INCH WITH BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 RATIO. IF THERE IS ANY LEVEL CHANGE MORE THAN REQUIRE HEIGHT AND/OR SLOPE MORE THAN 1:48 AT ENTRANCE, PLEASE INFORM PLAN CHECKER. REF 11B-303, 404.2.5, 404.2.4.4, 302. TYPICAL GENERAL SITE & BUILDING DEPT. NOTES: SHADED AREA INDICATES AREA OF WORK LIMITATION01 EXIST. FIRE HYDRANTS TO REMAIN 'AS-IS' (TYP.).02 EXIST. GAS METER & FIRE ASR WITHIN (E) STL. PIPE BARRIER TO REMAIN 'AS-IS'.03 EXIST. CHAINLINK FENCE AND GATE TO REMAIN 'AS-IS'.04 EXIST. CONC. SIDEWALK, CURB / GUTTER TO REMAIN 'AS-IS' UNLESS PATCHING & REPAIRING IS REQUESTED BY S&F CM. 05 EXIST. PAINTED PARKING STALL STRIPING SHALL BE REPAINTED DOUBLE-STRIPED TO MEET TO MEET CITY OF SANTA ANA ZONING CODE SEC. 41-1303 FOR DIMENSION OF PARKING AREA AND ACCESS. SEE DETAIL 7&10/SP2.0. (TYP.). 07 EXIST. PAINTED DISABLED ACCESSIBLE PARKING STALL STRIPING SHALL BE REPAINTED TO MEET 2022 CBC SECTION 11B-502 AND CITY OF SANTA ANA MUNICIPLE CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. SEE DETAIL 3A & 9/SP2.0. (TYP.). 08 REMOVE EXIST. TRUNCATED DOME DETECTABLE WARNING STRIPS AND AND INSTALL NEW DETECTABLE WARNING STRIPS TO MEET 2022 CBC 11B-705.1 AND CITY OF SANTA ANA MUNICIPLE CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. (TYP.). 09 REMOVE AND REPLACE ANY MISSING OR DAMAGED ADA PARKING OR ACCESSIBILITY SIGNAGE TO MEET 2022 CBC 1143A SIGNAGE AND CITY OF SANTA ANA MUNICIPLE CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. SEE DETAIL 3/SP2.0. (TYP.). 10 REPLACE DAMAGED OR MISSING SIGNS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED SPACES ......." & LOITERING, OBSTRUCTION PASSAGE SIGNAGE TO MEET CITY OF SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. SEE DETAIL 1,2&4/SP2.0. 11 SITE PLAN KEYNOTES: REPLACE DAMAGED OR MISSING TRAFFIC STOP SIGNS: NEW SIGNAGE TO MEET CITY OF SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. SEE DETAIL 5/SP2.0. 12 REPLACE DAMAGED OR MISSING CONCRETE WHEEL STOPS. NEW STOPS TO MEET CITY OF SANTA ANA MUNICIPAL CODE REQUIREMENTS, AND BY THOSE WHICH MEET MINIMAL CLIENT STANDARDS AND CRITERIA. SEE DETAIL 6/SP2.0. (TYP.). 13 EXIST. CONC RAMP, CONTRACTOR TO ASSURE THAT RAMP MEETS SLOPE REQUIREMENTS AS SET FORTH BY 2022 CBC SEC 11B-405 REQUIREMENTS. U.N.O., RAMPS ARE TO REMAIN 'AS-IS' UNLESS PATCHING & REPAIRING IS REQUIRED OR REQUESTED BY S&F CM. (TYP.). 06 ASPHALT RESURFACING / STRIPING CONTRACTOR SHALL; COLD MILL ASPHALT 1 1/2" FULL DEPTH, INCLUDE ADA STALL, OIL SPOTS AND WORN ASPHALT AREAS. CLEAN SWEEP AND HAUL GRINDINGS TO LOCAL DUMP, CLEAN CRACKS FREE OF VEGETATION AND DEBRIS, FILL WITH RUBBERIZED CRACKSEAL (1/4" TO 1" CRACKS TO BE SEALED), CLEAN SURFACE WITH BLOWER, APPLY TACK COAT AND PAVE AREA WITH UP TO 1 1/2" HOT MIX ASPHALT IN AREAS NEEDED AND REQUESTED BY S&F CM. SEE KEYNOTE #1 FOR AREA OF WORK LIMITATION FOR RESURFACING AND STRIPING. (TYP.). 14 CONTRACTOR TO REPLACE ANY MISSING OR DAMAGED PLANTS, SHRUBS IRRIGATION EQUIPMENT TO MATCH & MEET CITY OF SANTA ANA LANDSCAPE REQUIREMENTS AND/OR SATISFY CITY INSPECTORS CITATION(S) OR CORRECTION REQUIREMENTS. (TYP.). 15 EXIST. BACKFLOW PREVENTOR & ILUMINATED SIGN TO REMAIN 'AS-IS'.16 EXIST. PARKING LOT LIGHT POLE AND BASE TO REMAIN 'AS-IS'. (TYP.).17 EXIST. CART CORRALS TO REMAIN 'AS-IS'. (TYP.).18 CONTRACTOR TO PAINT DIRECTIONAL ARROWS ON NEW PAVED AREA. SEE DETAIL 8/SP2.0. (TYP.). 19 GC SHALL REMOVE (E) TACTILE WARNING STRIP, ANCHOR SCREWS, PATCH AND REPAIR EXIST. CONC. PAVING SURFACE TO BE FLUSH WITH EXIST. CONC. PAVING AND MEET SLOPE REQ'MTS. PER 2022 CBC SEC. 11B-705.1. 20 GC SHALL VERIFY AND ASSURE THE (E) CONC. SIDEWALK. DISABLED ACCESS PATH OF TRAVEL MEETS 2% MAX. SLOPE ON ALL DIRECTIONS. PER 2022 CBC SEC. 11B-202.4. 21 GC SHALL ASSURE THAT ALL DISABLED ACCESSIBLE PARKING STALLS AND UNLOADING ZONES MEET 2% MAX. SLOPE ON ALL DIRECTIONS. PER 2022 CBC SEC. 11B-502.1, 502.4. 22 NO PARKING NO PARKING NO PARKING 2/ 9 / 2 0 1 0 1 : 2 7 : 4 5 P M NOTE: ALL EXTERIOR SITE WORK, BUILDING SHELL, LOADING DOCK, IS EXISTING AND IS FOR INFORMATION PURPOSES ONLY, THEY DO NOT REPRESENT ACTUAL EXISTING DIMENSIONS, ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD FOR ACCURACY. 1 SP1.0 SCALE: 1" = 250'-0" SITE PLAN ( FOR REFERENCE ONLY) NORTH NOTE: ALL DIMENSIONS SHOWN ARE FOR INFORMATION PURPOSES ONLY, THEY DO NOT REPRESENT ACTUAL EXISTING DIMENSIONS (U.N.O.). ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD FOR ACCURACY. SHEET: OF: SHEET NO: PROJ. NO.: CHKD. BY: REVD. BY: DRWN. BY: SCALE: DATE: TI T L E : PR O J E C T : CL I E N T : SHEET DATA DATE DRAWN BY REVISIONS EL S U P E R # 2 3 PA V I N G R E - S T R I P I N G S I T E P L A N 24 4 5 S O U T H B R I S T O L S T R E E T SA N T A A N A , C A 9 2 7 0 4 XR E F F I L E S : PL O T D A T E : XR E F D ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER/DRAFTING CONSULTANT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER/DRAFTING CONSULTANT. COPYRIGHT 'DESIGN CONSTRUCTION CONSULTANTS' ALL RIGHTS RESERVED. Ar c h i t e c t u r a l * S t r u c t u r a l * I n t e r i o r D e s i g n * M e c h a n i c a l * P l u m b i n g * E l e c t r i c a l Re s i d e n t i a l : C o m m e r c i a l : T e n a n t i m p r o v e m e n t s : R e m o d e l s 15 3 2 S w e e t B a s i l C i r c l e , H e m e t , C a l i f o r n i a 9 2 5 4 5 Te l e p h o n e : ( 9 5 1 ) 3 9 1 - 5 0 6 9 DE S I G N / D R A F T I N G CO N S T R U C T I O N CO N S U L T A N T S CO N S U L T A N T : CO N S U L T A N T : 60 0 C I T A D E L D R I V E , C O M M E R C E , C A 9 0 0 4 0 ( 3 2 3 ) 8 6 9 - 7 7 2 2 DCC 1059.00 01.24.25 SP1.0 RE F E R E N C E S I T E P L A N LEGEND: HATCHED AREA INDICATES AREA OF WORK LIMITATIONS ON SITE. GENERAL DISABLED ACCESSIBILITY NOTES: The 'POT' identified in these construction documents meets the requirements of the current applicable California Building Code (CBC) accessibility provisions for path of travel requirements for alterations, additions, and structural repairs. As part of the design of this project, the POT was examined and any elements, components or portions of the POT that were determined to be noncompliant with the CBC have been identified and the corrective work necessary to bring them into compliance has been included within the scope of this project's work through details, drawings and specifications incorporated into these construction documents. Any noncompliant elements, components or portions of the POT that will not be corrected by this project based on valuation threshold limitations or a finding of unreasonable hardship are indicated in these construction documents. During construction, if POT items within the scope of the project represented as CBC compliant are found to be nonconforming beyond reasonable construction tolerances, the items shall be brought into compliance with the CBC as part of this project by means of a construction change document" 01 14 01 04 01 15 15 16 17 (TYP.) 18 (TYP.) (TYP.) 11 11 11 12 12 11 13 (TYP.) 02 17 06 (TYP.)(TYP.) 09 (LOITERING) (LOITERING) 19 2 SP1.0 SCALE: 1" = 250'-0" SITE PLAN ( FOR REFERENCE ONLY) NORTH (N) ASPHALT RESURFACING /STRIPING CONTRACTOR SHALL; COLD MILL ASPHALT 1-1/2" FILL DEPTH, INCLUDE ADA STALLS, OIL SPOTS AND WORN ASPHALT AREAS, CLEAN SWEEP AND HAUL GRINDINGS TO LOCAL DUMP, CLEAN CRACKS FREE OF VEGETATION AND DEBRIS, FILL WITH RUBBERIZED CRACKSEAL (1/4" TO 1" CRACKS TO BE SEALED), CLEAN SURFACE WITH BLOWER, APPLY TACK COAT AND PAVE AREA WITH UP TO 1 1 2" HOT MIX ASPHALT IN AREAS NEEDED AND REQUESTED BT S&F CM. SEE KEYNOTE #1 FOR AREA OF WORK LIMITATION FOR RESURFACING AND STRIPING. 08 (TYP.) 9'-0"9'-0"9'-0"9'-0"9'-0"5'-0"9'-0"5'-0"9'-0"9'-0"8'-0"9'-0"9'-0" 18 ' - 0 " 6' - 0 " EXIST. COMPACT SPACE 16 ' - 8 " (E) PAVED AND STRIPED STALLS & CONC. WHEEL STOPS TO REMAIN 'AS-IS' U.N.O. (E) CONC. RETAINING WALL WITH PTD. GUARDRAIL TO REMAIN 'AS-IS' U.N.O. 5' - 0 " 5' - 0 " 19 ' - 6 " 3' - 8 " 4' - 0 " 5' - 0 " (E) PATH OF TRAVEL TO PROPERTY AND TO BUILDING IS TO BE RESTRIPED ACCORDINGLY. (E) DAMAGED/MISSING TRUNCATED DETECTABLE WARNING STRIPS ARE TO BE REPLACED ACCORINGLY TO MEET CODE REQM'TS (TYP.). SEE 1/SP1.0 FOR ADD'L KEYED NOTES. 4'-0" (E) PATH PF TRAVEL TO PROPERTY AND TO BUILDING IS TO BE RESTRIPED ACCORDINGLY. (E) DAMAGED/MISSING TRUNCATED DETECTABLE WARNING STRIPS ARE TO BE REPLACED ACCORINGLY TO MEET CODE REQM'TS (TYP.). (E) CONC. RAMPS TO REMAIN 'AS-IS' U.N.O. (TYP.) 02 03 18 ' - 0 " 18 ' - 0 " 8'-0" (T Y P . ) (TYP.) 24 ' - 0 " 24 ' - 0 " 23 ' - 0 " 23'-0" 27'-0" 30'-6" 25 ' - 6 " 23'-0" (EXIST.) (EXIST.) (EXIST.) (EXIST.) (E X I S T . ) (E X I S T . ) (E X I S T . ) (E X I S T . ) 05 (TYP.) 05 (TYP.) 15 (TYP.) 06 (TYP.) 06 (TYP.) (TYP.) 07 09 06 (TYP.) 09 10 14 14 14 14 14 18 3 07 07 20 2%MA X 2%MA X 2%MA X 2%MA X 2%MA X 22 22 21 21 2% MAX 20 1ST CITY COMMENTS03.17.251 1 1 1 1 3' - 6 " 3" 1'-6" 10 " M I N . 2' - 6 " 7" MIN. 4' - 6 " .080 THK. ALUM. OR PORCELAIN ON STL. PARKING SIGN TO READ "15 MINUTE PARKING" PER K.R.S. DESIGN. BOLT TO STL. TUBE W/ 1/2" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. 2" x 2" x 0.188" STL. TUBE, EXTEND INTO CONCRETE FILLED PIPE 2'-0". PROVIDE WELDED WATERTIGHT CAP. 8" DIA. STANDARD STL. PIPE BOLLARD FILLED W/ CONC., PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE W/ (2) COATS OF WHITE PAINT, DRY BETWEEN COATS. LINE OF PAVING OR PLANTER TACK COAT PAVING TO CONCRETE COMPACTED EARTH CONCRETE BASE 13A ACCESSIBLE RESERVED VAN PARKING 10 " M I N . 7" MIN. .080 THICK ALUMINUM OR PORCELAIN ON STEEL ACCESSIBLE PARKING SIGN TO READ "RESERVED PARKING" WITH ACCESSIBLE SYMBOL AND " VAN ACCESSIBLE" (WHERE APPLICABLE). BOLT TO STEEL TUBE WITH 1/2" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. LOCATE AT HEAD OF ALL ACCESSIBLE PARKING SPACES. AND 12" FROM END HOLE BETWEEN REBAR 1"x12" DRAINAGE OF CURB N.T.S. SECTION A 1" CONCRETE CURB INTO SLAB AT 18" O.C. 3 BAR X 8" LONG, SECTION B N.T.S. # #(2) 4 CONT. BAR 3" 1" 5" DRILLED AND EPOXIED 1"1"4" SIDEWALK PAVING CONCRETE NOTE: TRAFFIC SIGNS TO BE HIGHWAY STANDARD AND TO CONFORM TO CURRENT STATE, LOCAL CODES TRAFFIC OR ACCESSIBLE ACCESSIBLE PARKING SIGN COMPACTED EARTH AND BOLTS 1" S L O P E T Y P . TO B O T T O M O F S I G N DIA. WALK OR PLANTERASPHALT PAVING LINE OF (E) PLANTER, PIPE SET IN CONCRETE PIPE WITH GALV BRACKETS 2" DIAMETER GALV. STEEL PAINT BLUE (E) FIN. GRADE, LINE OF FOUNDATION 12", OR AS BY CODE REQUIRED AND REGULATIONS 10 TRAFFIC & ACCESSIBLE SIGN & GUTTER (E) CONC. CURB PARKING SIGN, SECURE TO 7' - 0 " 2' - 0 " 3" 1'-0" 3 STOP SIGN (N.T.S.) TRAFFIC SIGN (N.T.S.) SET IN CONCRETE 2" GALV. STEEL PIPE CURB & GUTTER REQUIRED BY CODE 12", OR AS FOUNDATION FIN. GRADE; LINE OF WALK OR PLANTER DIA. TO B O T T O M O F S I G N 1" S L O P E T Y P . COMPACTED EARTH CURRENT STATE, LOCAL CODES STANDARD AND TO CONFORM TO TRAFFIC SIGNS TO BE HIGHWAY NOTE: CONCRETE AND REGULATIONS (E) PAVING 9 (E) CONCRETE 7' - 0 " 3' - 0 " 3" 1'-0" 5' - 0 " ( M I N . ) 10 CENTER OF DRIVING LANE CENTER OF DRIVING LANE 17 4'-0" 2'-0"6" 3' - 0 " 1' - 0 " 2' - 0 " 1' - 0 " 2' - 3 " 4' - 6 " 6" 4'-6" 2'-3"1'-6" 1'-6" 6'-0"2'-6" AND PAINT WITH (2) COATS OF WHITE BEADED REFLECTIVE PAINT AT CURB CUTS, PAINT ARROWS WITH (2) COATS OF WHITE TRAFFIC PAINT AT PARKING AREAS DRY BETWEEN COATS (USE YELLOW PAINT IN SNOW CLIMATES). NOTE: 9'-0" 4" WIDE STRIPING (TYPICAL) VERIFY WITH CITY STANDARD FOR SINGLE STRIP OR DOUBLE STRIPE AND COLOR PRIOR TO PAINTING. SEE 10/SP2.0. CL 3'-0"1'-6"1'-6"3'-0"3'-0" 3' - 0 " 4" 1'-3"7" RAD. 3" 4" 2" 4" 1' - 1 " 5" 5" 2" 2" BACKGROUND PAINT 2 COATS OF BLUE PAINT. BACKGROUND PAINT 2 COATS OF BLUE PAINT. ALIGN W/ END OF STALL STRIPING 22° 2/ 9 / 2 0 1 0 1 : 2 7 : 4 5 P M SHEET: OF: SHEET NO: PROJ. NO.: CHKD. BY: REVD. BY: DRWN. BY: SCALE: DATE: TI T L E : PR O J E C T : CL I E N T : SHEET DATA DATE DRAWN BY REVISIONS EL S U P E R # 2 3 PA V I N G R E - S T R I P I N G S I T E P L A N 24 4 5 S O U T H B R I S T O L S T R E E T SA N T A A N A , C A 9 2 7 0 4 XR E F F I L E S : PL O T D A T E : XR E F D ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER/DRAFTING CONSULTANT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE DESIGNER/DRAFTING CONSULTANT. COPYRIGHT 'DESIGN CONSTRUCTION CONSULTANTS' ALL RIGHTS RESERVED. Ar c h i t e c t u r a l * S t r u c t u r a l * I n t e r i o r D e s i g n * M e c h a n i c a l * P l u m b i n g * E l e c t r i c a l Re s i d e n t i a l : C o m m e r c i a l : T e n a n t i m p r o v e m e n t s : R e m o d e l s 15 3 2 S w e e t B a s i l C i r c l e , H e m e t , C a l i f o r n i a 9 2 5 4 5 Te l e p h o n e : ( 9 5 1 ) 3 9 1 - 5 0 6 9 DE S I G N / D R A F T I N G CO N S T R U C T I O N CO N S U L T A N T S CO N S U L T A N T : CO N S U L T A N T : 60 0 C I T A D E L D R I V E , C O M M E R C E , C A 9 0 0 4 0 ( 3 2 3 ) 8 6 9 - 7 7 2 2 DCC 1059.00 01.24.25 SP2.0 SI T E D E T A I L S SP2.0 1 TRAFFIC SIGN SCALE: N.T.S. SP2.0 2 ACCESSIBLE NOTIFICATION SIGN SCALE: N.T.S. SP2.0 3 ACCESSIBLE NOTIFICATION SIGN SCALE: N.T.S. DISABLED PARKING STALL SIGNAGEA SP2.0 6 CONCRETE WHEEL STOP SCALE: N.T.S. SP2.0 7 DETECTABLE WARNING DETAIL SCALE: N.T.S. SP2.0 4 TRAFFIC & ACCESSIBLE SIGN SCALE: N.T.S. SP2.0 5 TRAFFIC & ACCESSIBLE SIGN SCALE: N.T.S. SP2.0 8 PAINTED DIRECTIONAL ARROW SCALE: N.T.S. SP2.0 9 PAINTED ACCESSIBILITY SYMBOL SCALE: 1/2" = 1'-0" SP2.0 10 DOUBLE STRIPE PARKING DETAIL SCALE: N.T.S. YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 1 of 2 PARKING LOT DEVELOPMENT PROJECTS WATER QUALITY MANAGEMENT PLAN (WQMP) REQUIREMENTS The purpose of this document is to assist property owners, developers, and project engineers with determining whether a parking lot project is subject to WQMP requirements. All parking lot projects are required to complete the WQMP checklist on page 2 of this document and submit it to the Public Works Agency prior to issuance of any permits. The City of Santa Ana owns and operates a Municipal Separate Storm Sewer System (MS4) and is subject to the requirements of the North Orange County Municipal NPDES Permit (Order No. R8-2009- 0030, as amended by Order No. R8-2010-0062). The NPDES Permit is issued to the City by the Regional Water Quality Control Board and contains various programs designed to protect water quality standards and reduce pollutants discharged in urban stormwater runoff. One such program is the New Development/Significant Redevelopment program, which requires the City to ensure that WQMPs are prepared for priority development projects, such as:  Parking lots 5,000 square feet or more including associated drive aisle, and potentially exposed to urban stormwater runoff. A parking lot is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce.  All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. Additional WQMP resources can be found below: Model WQMP and Technical Guidance Document (TGD): https://ocerws.ocpublicworks.com/service-areas/oc-environmental-resources/oc-watersheds/watershed- programs/water-quality City of Santa Ana Water Quality Ordinance (Chapter 18, Article IV of SAMC): https://library.municode.com/ca/santa_ana/codes/code_of_ordinances?nodeId=PTIITHCO_CH18HESA_A RTIVWAPO City of Santa Ana Stormwater Program: https://www.santa-ana.org/stormwater-management/ Orange County Stormwater Program: https://h2oc.org/ For additional information, please contact the City’s NPDES Manager at (714) 647-5659. CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 Civic Center Plaza ● M-22 Santa Ana, California 92702 www.santa-ana.org (714) 647-5659 May 2022 Page 2 of 2 WATER QUALITY MANAGEMENT PLAN (WQMP) CHECKLIST Project Title and Address: Select the type of construction that applies to your parking lot project then follow the arrows to determine if the project is subject to WQMP requirements. Submit the completed checklist to the Public Works Agency. Construction of a new parking lot Addition or Redevelopment to an existing parking lot Enter surface area (square-feet) of new parking lot, including drive aisles, exposed to stormwater runoff in Box 1 below. sq-ft Does the project result in the addition of new impervious surface1 to the existing parking lot area (i.e. increased parking area)? Enter surface area (square-feet) of parking lot addition, including drive aisles, exposed to stormwater runoff in Box 2 below. Does the project consist of a “grind and overlay” and/or “slurry seal” treatment to the existing parking lot surface? sq-ft Is native soil2 being exposed, surface material changing (i.e. asphalt to concrete), or grade/drainage patterns changing? No WQMP Required3 No WQMP Required3 1 2 Enter surface area (square-feet) of redeveloped parking lot, including drive aisles, exposed to stormwater runoff in Box 3 below. sq-ft 3 1Impervious surface is a surface that prohibits stormwater infiltration into the ground 2Native soil is the soil below any existing engineered fill or base material 3Project is considered routine maintenance If the sum of the values entered into Box 1, 2, and 3 is greater than or equal to 5,000 square-feet, the project is subject to WQMP requirements and will require a grading permit. Public Works Agency – Development Engineering staff review and approve WQMPs and grading plans. Grading permits may also be required for routine maintenance projects, subject to the discretion of the Public Works Agency. I certify that the above information is true and accurate to the best of my knowledge. I am aware that City staff may conduct inspections of the project during construction and if staff determine the project is in fact subject to WQMP requirements, a Stop Work Order and/or Administrative Citation(s) with Administrative Fine(s) may be issued to the contractor and property owner, and a WQMP will be required for the project. Yes No Yes No Yes No Checkbox Checkbox Signature: Print Name: Date: Yes