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ABBREVIATIONS PROJECT DATA SITE VICINITY MAP INDEX OF DRAWINGS
<br /> GENERAL PLUMBING
<br /> & AND I.D. INSIDE DIAMETER bp PROJECT ADDRESS: SEC OF WEST LATHROP RD. AND CRESTWOOD AVE. Q ne�h°r°n°'�'
<br /> A^Jesus Christ of caner.
<br /> L ANGLE INSUL. INSULATION MANTECA, CA. 95366 T1.1 COVER SHEET P0.1 LEGEND, NOTES, AND SCHEDULES
<br /> ® AT INT. INTERIOR1 OF 1 TOPOGRAPHIC AND BOUNDARY SURVEY P0.2 NOTES & SCHEDULES DESIGN
<br /> CENTERLINE JT. JOINT V,e,°,R,ver6ankpsM COA CONDITIONS OF APPROVAL P0.3 SPECIFICATIONS
<br /> PROPERTY OWNER REP: SARUJIT SINGH - ASP PETROLEUM
<br /> DIAMETER OF ROUND KIT. KITCHEN 9 Reymys P1.0 PLUMBING ROUGH-IN PLAN
<br /> # POUND OR NUMBER LAM. LAMINATE ' °° v°1aRe.,R. _ GRN1 GREEN BUILDING CODE P2.0 SANITARY & VENT PLUMBING PLAN Architectural
<br /> (E) EXISTING LAV. LAVATORY CONSTRUCTION TYPE: C-STORE :Z-13/1-13 CANOPY g GRN2 GREEN BUILDING CODE P3.0 WATER PLUMBING PLAN Solutions Group
<br /> (R) RELOCATED LT. LIGHT aP 1 OF 1 PHOTOMETRIC PLAN P3.1 WATER PLUMBING PLAN
<br /> (N) NEW L.E.D. LIGHT EMITTING DIODE o r� ., P4.0 PLUMBING ROOF PLAN
<br /> MAX. MAXIMUM BLDG OCCPANCY: A OR B/M/S2 csivzy ! % AS1 EXTERIOR ACCESSIBILITY SHEET P4.1 PLUMBING ROOF PLAN 2455 Bennett Valley Rd.Suite A-102
<br /> A.F.F. ABOVE FINISH FLOOR M.C. MEDICINE CABINET Paaame°`v�h"r`h AS2 INTERIOR ACCESSIBILITY SHEET P5.0 SANITARY, WATER AND GAS RISERS Santa Rosa, CA. 95404
<br /> A.D. AREA DRAIN MECH. MECHANICAL + t dA & AS3 RESTROOM ACCESSIBILITY SHEET P6.0 PLUMBING DETAILS
<br /> ADJ. ADJUSTABLE MEMB. MEMBRANE BLDG AREA (W/O CARWASH AND EQUIPMENT ROOM): TOTAL: 3,183 S.F. °Pas athroP RE ovdM 9eweaa Feed = f w°:«a1hr°P Road L31nr°P RaEds eackeryP L-op Rd Le,hrul,
<br /> AGGR. AGGREGATEARCO P r P6.1 PLUMBING DETAILS
<br /> MTL. METAL "°""" '°' _ g SP1 SITE PLAN P6.2 PLUMBING DETAILS
<br /> AL. ALUMINUM MFR. MANUFACTURER SD1 SITE DETAILS
<br /> APPROX. APPROXIMATE FIRE SPRINKLERS: NOT REQUIRED a �uakw� ro CWP1 HVAC PLANS CARWASH
<br /> MIN. MINIMUM SD2 SITE DETAILS
<br /> ARCH. ARCHITECTURAL BP WEST COAST PRODUCTS, LLC e CWP2 PLUMBING PLANS CARWASH EO A RC
<br /> ASB. ASBESTOS MIR. MIRROR SITE LOCATION SD3 TRASH ENCLOSURE DETAILS CWP3 PLUMBING PLANS CARWASH ��S y/T�
<br /> ASPH. ASPHALT MISC. MISCELLANEOUS NATURE OF BUSINESS: FUELING STATION/C-STORE/CARWASH/QSR e ���a„ ° Po, SNA1 PROPOSED SIGN PLAN CWP4 CARWASH ROOF PLAN spy W PF�p
<br /> M.O. MASONRY OPENING 5 -
<br /> BIDTUM. BITUMINOUS MTD. MOUNTED ARCO BRANDED s
<br /> ��„pT ' MECHANICAL - 504
<br /> s CIVIL
<br /> BLDG. BUILDING MUL. MULLION SITE DATA n �� n
<br /> N. NORTH "":[,,3,, P"k A 5o",har,dMob,le11-ep C1.0 DEVELOPMENT PLAN REN. 1/31/19
<br /> BLKG. BLOCKING N.I.C. NOT IN CONTRACT = C2.0 NOTES M0.1 EQUIPMENT SCHEDULE, LEGEND AND NOTES
<br /> BM. BEAM SEC OF WEST LATHROP RD. P m °�4 C3.0 GRADING PLAN M0.2 MECHANICAL SPECIFICATIONS
<br /> NO. OR # NUMBER APN: PORTION OF 216-060-05 C4.0 UTILITY PLAN
<br /> BOT. BOTTOM M0.3 MECHANICAL SPECIFICATIONS ��
<br /> CAB. CABINET NOM. NOMINAL AND CRESTWOOD AVE. EXISTING ZONING: CG (GENERAL COMMERCIAL) C5.0 PAVING PLAN M0.4 MECHANICAL SPECIFICATIONS _1TFpFCA\-\FCS
<br /> N.T.S. NOT TO SCALE PROJECT DIRECTORY C6.1 DDETAILS ETAILS
<br /> CEM. CEMENT PROPOSED ZONING: CG (GENERAL COMMERCIAL) M0.5 MECHANICAL SPECIFICATIONS Seal
<br /> CER. CERAMIC O.A. OVERALL MANTECA CA 95336 M2.1 MECHANICAL FLOOR PLAN
<br /> C.I. CAST IRON OBS. OBSCURE C7.0 OVERLAND RELEASE
<br /> , TOTAL PARCEL AREA: 79,054 SF. (1.81 ACRES) M2.2 MECHANICAL ROOF PLAN
<br /> O.C. ON CENTER OWNER C8.0 EROSION CONTROL PLAN
<br /> CLG. CEILING TOTAL USEABLE PARCEL AREA: 75,313 SF. (1.72 ACRES) STRUCTURAL ENGINEER (BUILDINGS) M2.3 MECHANICAL ROOF PLAN
<br /> CLKG. CAULKING O.D. OUTSIDE DIAMETER C8.1 EROSION CONTROL NOTES
<br /> OFF. OFFICESARUJIT SINGH BRAD YOUNG & ASSOCIATES C9.0 STORMWATER TREATMENT DRAWING M6.1 MECHANICAL DETAILS
<br /> CLO. CLOSET OPNG. OPENING GENERAL PROJECT NOTES PROPOSED LANDSCAPE AREA: 14,882 S.F. (19% LOT COVERAGE) ASP PETROLEUM, INC. 345 POLLASKY AVE. M6.2 HOOD & FANS SHOP DRAWINGS
<br /> CLR./CL. CLEAR 3918 ESCEND CT. OS1 COVER SHEET M9.1 CONTROLS
<br /> C.O. CASED OPENING OPP. OPPOSITE CLOVIS, CA. 93612
<br /> PL. PLATE PROPOSED C-STORE: 3,183 S.F. TURLOCK, CA 95382 BRAD YOUNG OS2 OFFSITE PLAN ELECTRICAL
<br /> COL. COLUMN P.LAM. PLASTIC LAMINATE 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL PROPOSED QSR: 2,360 S.F. (209) 740-5500 559 323-9600
<br /> CONC. CONCRETE RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION PROPOSED CAR WASH: 1,953 S.F. ( ) LANDSCAPE & IRRIGATION
<br /> PLAS. PLASTER PROPOSED FUELING CANOPY: 5,798 S.F. E0.1 LEGEND, NOTES AND SCHEDULES
<br /> CONN. CONNECTION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS STRUCTURAL ENGINEER (CANOPY) L1 PLANTING PLAN EO.2 SPECIFICATIONS
<br /> PLYWD. PLYWOOD PROPOSED VACUUM CANOPY: 2,037 S.F. ARCHITECT
<br /> CONSTR. CONSTRUCTION SHALL BE PAID FOR BY THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER
<br /> PR. PAIR PROPOSED T.E. 228 S.F. LANE SUPPLY, INC. L2 IRRIGATION PLAN E0.3.1 SINGLE LINE DIAGRAM
<br /> CONT. CONTINUOUS PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY TOTAL BUILDING AREAS: 15,559 S.F. 20% LOT COVERAGE PM DESIGN GROUP, INC.
<br /> CTSK. COUNTERSUNK PT. POINT ( ) 120 L3 LANDSCAPE DETAILS E0.3.2 ELECTRICAL PANEL SCHEDULES
<br /> PTN. PARTITION RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE 2455 BENNETT VALLEY RD, ARLINGTON,FAIRVIEW,, 76010 L4 LANDSCAPE SPECIFICATION EO.4 TITLE 24 FORMS INDOOR LIGHTING PART 1
<br /> CNTR. COUNTER Q.T. QUARRY TILE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. SUITE A-102 EO.5 TITLE 24 FORMS INDOOR LIGHTING PART 2
<br /> CTR. CENTER QSR QUICK SERVE RESTAURANT 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT REQUIRED SETBACKS: SANTA ROSA, CA. 95404 (817) 261-9116
<br /> DBL. DOUBLE FRONT: 0' CONVENIENCE STORE ARCHITECTURAL E0.6 TITLE 24 FORMS OUTDOOR LIGHTING PART 1
<br /> R OR RAD. RADIUS ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE PROVIDED SIDES: 0' CONTACT: CHRIS BROWN EO.7 TITLE 24 FORMS OUTDOOR LIGHTING PART 2
<br /> DEPT. DEPARTMENT BY THE GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT EMAIL: CBROWN@PMDGINC.COM PLUMBING, MECHANICAL A1.0 EGRESS/ACCESS PLAN
<br /> R.D. ROOF DRAIN REAR: 0' E0.8 TITLE 24 FORMS SOLAR FORMS
<br /> DET. DETAIL THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, ELECTRICAL ENGINEER A1.1 a CONSTRUCTION FLOOR PLAN
<br /> DIA. DIAMETER REF. REFERENCE (707) 921-1204 E0.9 TITLE 24 FORMS SOLAR FORMS
<br /> REFR. REFRIGERATOR CONTRACTOR IS TO REFER TO THE BID DOCUMENT PACKET AND/OR OWNER'S SCOPE ROBISON ENGINEERING, INC. A1.1 b CONSTRUCTION FLOOR PLAN (VANILLA SHELL) EO.9.1 TITLE 24 SOLAR READY
<br /> DIM. DIMENSION RGTR. REGISTER OF WORK DOCUMENT(S) WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE MAXIMUM HEIGHT ALLOWED: 35' (PER CITY ORD.) 19401 40TH AVE., W. A1.2a FLOOR FINISH PLAN EO.10 TITLE 24 FORMS - POWER FORMS
<br /> DISP. DISPENSER REINF. REINFORCED PRESENTED IN THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE PROPOSED HEIGHT: 24'-6' CIVIL ENGINEER LYNNWOOD, WA. A1.2b FLOOR FINISH PLAN (VANILLA SHELL) E1.0 LIGHTING PLAN
<br /> �
<br /> DN. DOWN REQ'D REQUIRED SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS PM DESIGN GROUP, INC. PAUL ROBISON A1.3a REFLECTED CEILING PLAN E1.2 QSR SHELL LIGHTING PLAN
<br /> D REQUIRED PARKING
<br /> D.O. DOOR OPENING RESIL. RESILIENT OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK 2455 BENNETT VALLEY RD. (206) 364-3343 A1.3b REFLECTED CEILING PLAN (VANILLA SHELL) E2.0 POWER PLAN
<br /> Q DR. DOOR RM. ROOM NOTED IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER C-STORE: 4 SPACES MINIMUM PER 1,000 S.F. OF FLOOR AREA SUITE A-102 A1.4a ROOF PLAN E2.1 ELECTRICAL ROUGH-IN PLAN
<br /> J DWR. DRAWER R.O. ROUGH OPENING HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. GEOTECH ENGINEER
<br /> RESTAURANT: 7 SPACES MINIMUM PER 1,000 S.F. OF FLOOR AREA SANTA ROSA CA 95404 A1.4b ROOF PLAN VANILLA SHELL E2.2 QSR SHELL POWER PLAN
<br /> > D.S. DOWNSPOUT ( )
<br /> R.W.L. RAIN WATER LEADER 3. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY CONTACT: MICHAEL BURGESS PROFESSIONAL SERVICE INDUSTRIES, INC. A2.1 EXTERIOR ELEVATIONS E3.0 ELECTRICAL ROOF PLAN Q
<br /> z DWG. DRAWING REQUIRED PARKING: 3,183 / 1000 * 4 = 13 �
<br /> Q S. SOUTH WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE * EMAIL: MBURGESS@PMDGINC.COM 4703 TIDEWATER AVE., SUITE B A2.3 INTERIOR ELEVATIONS E4.0 COMMUNICATION PLAN
<br /> w E. EAST 2.360 / 1000 7 = 16
<br /> o S.C. SOLID CORE APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON 707 XXX-XXXX E5.0 DIAGRAMS & DETAILS PART 1
<br /> TOTAL REQ. = 29 OAKLAND, CA. 94601 A2.4 INTERIOR ELEVATIONS �
<br /> EA. EACH SCHED. SCHEDULE THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA CONTACT: EZEKIEL ROBLES A2.5 INTERIOR ELEVATIONS E5.1 DIAGRAMS & DETAILS PART 2 m
<br /> a- E.J. EXPANSION JOINT D
<br /> S.D. SOAP DISPENSER AND CHANGE ORDERS. PROVIDED PARKING: 29 STANDARD LANDSCAPE ARCHITECT 510 434-9200 A2.6 INTERIOR ELEVATIONS & RESTROOM PLANS E5.2 FAULT CURRENT & ARC FLASH SCHEDULES �
<br /> EL. ELEVATION ( ) E6.0 SITE LIGHTING PLAN & DETAILS
<br /> SECT. SECTION 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS DRAWINGS AND 2 ACCESSIBLE A2.7 GRAPHIC ELEVATIONS
<br /> �o ELEC. ELECTRICAL 31 SPACES ROD SCACCALOSI Z
<br /> SH. SHELF SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH SURVEYOR A3.1 BUILDING SECTIONS E6.1 SITE POWER PLAN AND DETAILS O
<br /> 00 E.P. ELECTRICAL PANELBOARD P.O. BOX 2083
<br /> N SHR. SHOWER DISCREPANCIES WITH THE ARCHITECT OR PROJECT MANAGER PRIOR TO COMMENCING VACUUM PARKING: 11 SPACES A3.2 WALL SECTIONS w
<br /> EQ. EQUAL PETALUMA CA. 94952
<br /> � SHT. SHEET WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE FUELING PARKING: 20 SPACES CHAPPELL SURVEYING SERVICES A3.3 WALL SECTIONS E7.0 CARWASH LIGHTING PLAN w �
<br /> N EQPT. EQUIPMENT EMAIL: rscac@sbcglobal.net 680 ESTHER WAY CD
<br /> N EXST. EXISTING SIM. SIMILAR DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT OR PROJECT MANAGER SHALL AIR WATER PARKING: 1 SPACES E7.1 CARWASH POWER PLAN
<br /> / A3.4 WALL SECTIONS z
<br /> M EXP. EXPANSION SPEC. SPECIFICATION BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. TOTAL PROVIDED SPACES 63 SPACES (707) 280-8990 OAKDALE, CA. 95361 A4.1 DETAILS o
<br /> EXT. EXTERIOR SQ. SQUARE 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH CONTACT: BRETT J. CHAPPELL A4.2 DETAILS CANOPY (DISPENSERS) BY LANE SUPPLY, INC J
<br /> o F.E. FIRE EXTINGUISHER S.S. STAINLESS STEEL ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS EMAIL: SURVEY@GARLIC.COM A4.3 DETAILS m
<br /> STD. STANDARD TYPE OF CONSTRUCTION AND OCCUPANCY. THE CONTRACTOR SHALL NOTIFY OCCUPANCY LOAD CALCULATION (209) 845-9694 A5.1 DOOR AND WINDOW SCHEDULE AB1 OF 2 FOUNDATION PLAN
<br /> F.F. FLOOR FINISH STL. STEEL ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE SALES - 1,837 S.F./60 = 31 A7.1 ARCHITECTURAL SPECIFICATIONS A132 OF 2 FOUNDATION DETAILS Q
<br /> FDN. FOUNDATION
<br /> I
<br /> N STOR. STORAGE PROCEEDING FURTHER WITH THE AFFECTED WORK. OFFICE - 68 S.F. /100 = 1 DEVELOPMENT CONTACTS A7.2 ARCHITECTURAL SPECIFICATIONS E1 OF 3 FRAMING PLAN
<br /> o FIN. FINISH z
<br /> � (EXEMPT) = o FL. FLOOR STRL. STRUCTURAL 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING RESTROOMS - 112 S.F. A7.3 ARCHITECTURAL SPECIFICATIONS E2 OF 3 FRAMING DETAILS
<br /> Q SYM. SYMMETRICAL UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE PREP/UTILITY - 403 S.F. /200 = 3 A7.4 ARCHITECTURAL SPECIFICATIONS E3 OF 3 FRAMING DETAILS
<br /> FLASH'G FLASHING COOLER FREEZER* - 533 S.F. *EXEMPT = 2
<br /> T.B.S. TO BE SPECIFIED EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED / ( ) BUILDING STORMWATER A7.5 ARCHITECTURAL SPECIFICATIONS w
<br /> FLUOR. FLUORESCENT TRD TREAD BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. EXIT CORRIDOR - 130 S.F. (EXEMPT) = o �
<br /> o F.O.C. FACE OF CONCRETE CITY OF MANTECA CITY OF MANTECA A7.6 ARCHITECTURAL SPECIFICATIONS CANOPY (VACUUM) BY LANE SUPPLY. INC Q N
<br /> F.O.F. FACE OF FINISH T.B. TOWEL BAR 7. THE CONTRACTOR TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN BUILDING DIVISION PUBLIC WORKS Q1.1 EQUIPMENT FLOOR PLAN 0 �
<br /> (n T.C. TOP OF CURB REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS IN ACCORDANCE TOTAL (NET): 3,083 S.F. = 35 OCCUPANTS CD
<br /> F.O.S. FACE OF STUD TEL. TELEPHONE WITH NFPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE TOTAL (GROSS): 3,184 S.F.
<br /> 1001 WEST CENTER STREET 1001 WEST CENTER STREET Q1.2 COOLER PACKAGE AB1 OF 2 FOUNDATION PLAN
<br /> z MANTECA CA 95337 MANTECA CA 95337 Q2.1 EQUIPMENT SCHEDULE AB2 OF 2 FOUNDATION DETAILS �
<br /> FPRF. FIREPROOF TER. TERRAllO SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE ( ) ( ) Q2.3 SMALL WARES SCHEDULE E1 OF 3 FRAMING PLAN < a a a a a a a
<br /> F.S. FLOOR SINK 209 456-8550 209 456-8400
<br /> � FT. FOOT OR FEET T&G TONGUE & GROOVE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. *COOLER IS A NON OCCUPIABLE SPACE PER SECTION 202 DEFINITION E2 OF 3 FRAMING DETAILS
<br /> o THK. THICK 8. FOR CONSTRUCTION DETAILS NOT SHOWN USE THE MANUFACTURER'S APPROVED OF AN OCCUPIABLE SPACE. CANOPY ARCHITECTURAL E3 OF 3 FRAMING DETAILS
<br /> 0 FTG. FOOTING ENVIRONMENTAL - FOOD FIRE CA1 CANOPY ELEVATIONS
<br /> Z T.P. TOP OF PAVEMENT SHOP DRAWINGS DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
<br /> FURR. FURRING / CA2 CANOPY ELEVATIONS
<br /> T.P.D. TOILET PAPER DISPENSER ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL EXITS REQUIRED: 2 SAN JOAQUIN COUNTY CITY OF MANTECA
<br /> FUT. FUTURE FUEL SYSTEM DRAWINGS
<br /> T.V. TELEVISION EXITS PROVIDED: 2 ENVIRONMENTAL HEALTH FIRE PREVENTION DIVISION
<br /> D G.A. GAUGE AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE CAR WASH ARCHITECTURAL
<br /> Of T.W. TOP OF WALL 1868 EAST HAZELTON AVE., 1154 S. UNION RD. BP USA
<br /> � GALV. GALVANIZED WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
<br /> TYP. TYPICAL STOCKTON CA 95205 MANTECA, CA 95337
<br /> Cn GL. GLASS 9. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND QSR OCCUPANCY LOAD CALCULATION CWA1.1 CONSTRUCTION FLOOR PLAN UNDERGROUND STORAGE TANK STANDARDS V-13.0 2016 SERIES
<br /> o UNF. UNFINISHED COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS, FLOOR DRAINS, (209) 468-3420 (209) 456-8300 CWA1.2 REFLECTED CEILING PLAN AND ROOF PLAN
<br /> GR. GRADE U.N.O. UNLESS NOTED OTHERWISE QSR 2,360 S.F. (2,360/200) = 12 CWA2.1 CAR WASH ELEVATIONS G.0.1 NOT USED
<br /> GSM GALVANIZED SHEET METAL SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING AND
<br /> o VERT. VERTICAL WATER ENVIRONMENTAL - UST CWA2.1 INTERIOR ELEVATIONS G.0.2.0 UNDERGROUND TANK AND PIPING SITE PLAN AND INSTALLATION NOTES Q
<br /> i GYP. GYPSUM STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED.
<br /> Q G.W.B. GYPSUM WALL BOARD V.C.T. VINYL COMPOSITE TILE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE TOTAL (NET): 2,349 S.F. = 12 OCCUPANTS CWA3.1 BUILDING SECTIONS G.0.2.1 TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (FRP 1 OF 2)
<br /> Of W. WEST CITY OF MANTECA PUBLIC WORKS SAN JOAQUIN COUNTY Q
<br /> D H.B. HOSE BIBB SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED. TOTAL (GROSS): 2,360 S.F. WATER DIVISION ENVIRONMENTAL HEALTH - UST CWA3.2 WALL SECTIONS G.0.2.2 TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (FRP 2 OF 2) W
<br /> W/ WITH 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL CWA4.1 DETAILS G.0.3.1 UST SYSTEM CHECKLIST O
<br /> H.C. HOLLOW CORE 1001 W. CENTER ST. 1868 EAST HAZELTON AVE.
<br /> W.B. WALL BASE ( ) EXITS REQUIRED: 2 CWA4.2 SITE DETAILS G.0.3.2 PRODUCT QUALITY: INITIAL SITE COMMISSIONING RECOMMENDED PRACTICES Q ir Z (�
<br /> HDWD. HARDWOOD BE LEFT IN A CLEAN BROOM CONDITION AT ALL TIMES. MANTECA, CA 95337 STOCKTON, CA 95205
<br /> HDWE. HARDWARE W.C. WATER CLOSET 12. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF EXITS PROVIDED: 2 CWA7.1 SPECIFICATIONS G.0.4.3 ELECTRICAL CONDUIT ROUTING DETAILS W C7
<br /> WD. WOOD (209) 456-8466 (209) 468-3420 CWA7.2 SPECIFICATIONS
<br /> Q H.M. HOLLOW METAL THE OCCUPANTS AND WORKERS AT ALL TIMES. G.0.5 MISCELLANEOUS DETAILS W > C)
<br /> HORIZ. HORIZONTAL W/0 WITHOUT 13. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TELEPHONE, FACSIMILE OR CARWASH OCCUPANCY LOAD CALCULATION SANITARY SEWER AIR QUALITY CWA7.3 SPECIFICATIONS G.0.6.6 VENT STACK INSTALLATION DETAILS W/ VERTICAL FFS/HEALY CLEAN AIR Q Q 0 Q LO
<br /> WP. WATERPROOF CWA7.4 SPECIFICATIONS
<br /> i HR. HOUR METHOD TO RECEIVE E-MAIL, PRINTER AND TOILET FACILITIES AS REQUIRED. SEPARATOR (CALIFORNIA ONLY) /M�
<br /> z HT. HEIGHT WSCT. WAINSCOT 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN-CRATING, TUNNEL - 752 S.F. (NOT AN OCCUPIABLE SPACE) = 0 CITY OF MANTECA PUBLIC WORKS SAN JOAQUIN VALLEY AIR POLLUTION CWA7.5 SPECIFICATIONS G.0.6.16 TYPICAL PIPE AND TANK P&ID Z W
<br /> Of WT. WEIGHT INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER CAR WASH UTILITY ROOM - 318 S.F.(287/300) = 2 1001 W. CENTER ST. CONTROL DISTRICT CWA7.6 SPECIFICATIONS G.0.6.17 TYPICAL PIPE AND TANK ISOMETRIC DIAGRAM Q � O Q
<br /> D OR VENDOR FURNISHED ITEMS. MANTECA, CA 95337 4800 ENTERPRISE WAY CWA7.7 SPECIFICATIONS
<br /> 15. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING TOTAL (NET): 1,174 S.F. = 2 OCCUPANTS (209) 456-8460 MODESTO, CA 95356 CWA7.8 SPECIFICATIONS G.0.7.2 TANK FILL & VAPOR RISER STATIC GROUNDING DETAIL (CALIFORNIA ONLY) # Q O U
<br /> cn G.0.8.1 VEEDER-ROOT SET-UP AND STEP PROGRAMMING LOGIC (1 OF 2) M J
<br /> SYMBOLS VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES (209) 557-6400
<br /> z G.0.8.2 VEEDER-ROOT SET-UP AND STEP PROGRAMMING LOGIC (2 OF 2) W Q
<br /> ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. EXITS REQUIRED: 1 GAS/ELECTRIC STRUCTURAL (BUILDING) BY BYA W
<br /> 0 16. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, EXITS PROVIDED: 1 SCHOOL DISTRICT M.5.3.01 TANK AND PIPING MATERIALS LIST (1 OF 2) � (n (n LU
<br /> PACIFIC GAS & ELECTRIC S1.1A FOUNDATION PLAN M.5.3.02 TANK AND PIPING MATERIALS LIST (2 OF 2) O W W W
<br /> i ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND BUILDING & RENOVATION SERVICES MANTECA UNIFIED SCHOOL DISTRICT S1.1 B FOUNDATION PLAN M.5.3.03 TYPICAL 25,000 GALLON DOUBLE WALL FIBERGLASS TANK U�^)
<br /> o SECTION MARK XX PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 1-877-743-7782 2271 WEST LOUISE AVE. S1.2A CEILING FRAMING PLAN U VJ Z
<br /> XX.X SPECIAL INSPECTION REQUIREMENTS MAY APPLY TO ALL STRUCTURAL EMBEDMENTS STRUCTURAL OBSERVATION MANTECA CA 95337 S1.2B CEILING FRAMING PLAN INSTALLATION DETAILS U
<br /> w OR POST INSTALLED ANCHORS. CONTRACTOR SHALL CONFIRM REQUIREMENTS PRIOR (209) 825-3200 S1.3A ROOF FRAMING PLAN M.5.3.05 TYPICAL 12,000/10,000 GALLON DOUBLE WALL FIBERGLASS TANK U_ Q
<br /> Q TO INSTALLATION. S1.313 ROOF FRAMING PLAN
<br /> 17CONTRACTOR'S SOLE
<br /> LI DETERMINE
<br /> S2.1 DETAILS M.5.3.08 UST ANSTALLATIONALLATION I( ) 10'0 25K & (1) 10'0 12K,10K BLENDING DOUBLE /LS O�
<br /> oI EXTERIOR ELEVATION TAG XXX FORE ECTIONPROCEDUREANDRSEQUUENCEF THHECONSTRUCTMETHODS
<br /> ION. CONTR CTOR TO SEE SHEET S1.1 FOR STRUCTURAL OBSERVATION REQUIREMENTS. ENGINEERING CONDITION NOTES S2.2 DETAILS WALL VENT & VAPOR W/ DIESEL U Q
<br /> o INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR S2.3 DETAILS M.5.3.13 TURBINE SIDE SUMPS AND PIPING INSTALLATION DETAILS W
<br /> X COMPONENT PARTS DURING ERECTION. THE FOLLOWING ITEMS SHALL BE COMPLETED PRIOR TO THE FIRST FINAL S2.4 DETAILS (DUAL 2 HP TURBINE, 2022 CONFIGURATION D.W. VENT/VAPOR) CA
<br /> Q 18. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SCOPE O F WORK INSPECTION OF A BUILDING PERMIT RELATED TO THIS PROJECT. THIS SHALL S2.5 DETAILS M.5.3.14 TURBINE SIDE SUMPS AND PIPING INSTALLATION DETAILS
<br /> CO SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE BE NOTED ON THE COVER OF ALL BUILDING PERMIT PLAN SETS. S2.6 DETAILS (SINGLE 2HP TURBINE) - DIESEL.
<br /> ELEVATION TAG X XX.X X DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT a. IMPROVEMENTS AND DEDICATIONS REQUIRED OF THE FIORE PARCEL MAP, S2.7 DETAILS M.5.3.17 GASOLINE FILL SIDE SUMP INSTALLATION DETAILS (OPW VR-102 W/OUT
<br /> D PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN SAN JOAQUIN COUNTY DOCUMENTS #2015-154697, INCLUDING: S2.8 DETAILS
<br /> MANWAY) (DOUBLE WALL VENT/VAPOR)
<br /> 0 DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGER. SUBSTITUTIONS NEW C-STORE, QSR BUILDING, CAR WASH, CANOPY (TYP. 2), FUEL i. DEDICATION OF RECIPROCAL ACCESS EASEMENT AREA, AS SHOWN ON THE S2.9 ELEVATIONS
<br /> w X WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE DISPENSERS, UNDERGROUND TANKS, TRASH ENCLOSURE, LANDSCAPING PARCEL MAP, BENEFITTING ALL PARCELS WITHIN THE PARCEL MAP. THIS S3.1 GENERAL NOTES M.5.3.18 DIESEL FILL SUMP INSTALLATION DETAILS OPW (DOUBLE WALL VENT)
<br /> WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE & ASSOCIATED SITE WORK. INCLUDES THE PORTION of THE EASEMENT ON 2020 CRESTWOOD AVE. S3.2 GENERAL NOTES M.5.3.22 DISPENSER DETAILS: WAYNE OVATION (3+0) BLEND DISPENSER INSTALLATION
<br /> XX'-XX" APN 216-060-05 . S3.3 GENERAL NOTES ( )
<br /> z ELEVATION MARK LOCATION OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. ( ) DETAILS AT GRADE D.W. VAPOR
<br /> UJ 19. THE PROJECT BOUNDARIES SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO ii. SUBMITTAL OF AN IRREVOCABLE OFFER OF DEDICATION FOR THE INTERIOR S3.4 GENERAL NOTES M.5.3.24 DISPENSER DETAILS: WAYNE OVATION 3+1 BLEND DISPENSER INSTALLATION Project Number
<br /> z FINISH TAG XX-X CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION APPLICABLE CODES WATER LINE. ( ) 1
<br /> 0- IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. iii• ACCESS IO AND MAIN ENA CEO EA EMENTAOVERATHE COMMONYACCESSE STRUCTURAL (CARWASH) BY BYA M.5.3.26 TTANKILSLAB CONCRETE S ECIIFIICATIONS & IDENTIFICATION MARKING DETAILS SPA16002.0
<br /> w WINDOW TAG OX 20. ALL LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH THE CODES AND EASEMENT AREA, AS SHOWN ON THE PARCEL MAP. THIS INCLUDES THE
<br /> 0
<br /> iREGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH PORTION OF THE EASEMENT ON 2020 CRESTWOOD AVENUE (APN
<br /> OX
<br /> 2016 CALIFORNIA BUILDING CODE CWS0.1 CLEARANCE SIGN STRUCTURAL NOTES AND DETAILS
<br /> V) DOOR TAG EXISTS BETWEEN THE REQUIREMENTS BY THE PLANS, SPECIFICATIONS, SAID CODES, 216-060-05).
<br /> 0 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) iv. COMPLETE INSTALLATION OF INFRASTRUCTURE SUPPORTING THE FIORE CWSO.2 CAR WASH EQUIPMENT ANCHORAGE PLAN AND DETAILS Sheet Name
<br /> OfRULES AND REGULATIONS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF 2016 CALIFORNIA MECHANICAL CODE PARCEL MAP AREA INCLUDING THE FOLLOWING: CWS1.1 CAR WASH FOUNDATION PLAN
<br /> Q WALL TAG XX THE ARCHITECT, IN WRITING FOR RESOLUTION. IF ANY CHANGE IN THE PLANS AND / 2016 CALIFORNIA PLUMBING CODE 1. THE COMMON ACCESS ROAD FROM CRESTWOOD AVENUE TO MAIN CWS1.2 CAR WASH FRAMING PLANS COVER SHEET
<br /> z OR SPECIFICATIONS OCCURS AS A RESULT OF THE REQUIREMENTS OF THE LIFE 2016 CALIFORNIA ENERGY CODE STREET AND UNDERLYING UTILITIES. qui v
<br /> Q CWS2.1 DETAILS o¢; San Joaquin County
<br /> cn KEYED NOTE XX SAFETY CODE (NFPA 101) OR ANY OTHER AUTHORITIES HAVING JURISDICTION AFTER 2016 CALIFORNIA ELECTRICAL CODE 2. THE EXTENSION OF THE MEDIAN ON N MAIN STREET.
<br /> 2016 CALIFORNIA FIRE CODE CWS2.2 DETAILS =: ':.y Environmental Health Department
<br /> Cn 3. STRIPING ON CRESTWOOD AVENUE TO ADD A LEFT TURN BAY INTO p
<br /> THE SUBMISSION OF BIDS, THEN THE BIDDERS WILL BE GIVEN THE OPPORTUNITY TO THE COMMON ACCESS ROAD. CWS2.3 DETAILS 4 <1 1868 E. Hazelton Ave.
<br /> w ADJUST THEIR BIDS, IF NECESSARY, ONLY FOR THE CHANGE. IMPROVEMENT PLANS FOR THESE ITEMS SHALL BE SUBMITTED TO THE CITY CWS2.4 DETAILS �a,`Vl� ' `•' Stockton, CA 95205
<br /> 0 21. THE CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CWS3.1 GENERAL NOTES � P
<br /> PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH DEFERRED SUBMITTALS b. THIS PROJECT SHALL MODIFY THE RUSSELL BROTHERS SANITARY SEWER & CWS3.2 GENERAL NOTES (209) 468-3420
<br /> WALLS, CEILING AND FLOORS. WATER AREA BENEFIT TO INCLUDE THE ENTIRETY OF THIS PROJECT SITE. CWS3.3 GENERAL NOTES
<br /> i 22. ALL EXPOSED PIPES, CONDUITS OR DUCTS IN FINISHES AREAS, WHETHER SHOWN ON THIS MODIFICATION SHALL BE APPROVED BY CITY COUNCIL AND THE CWS3.4 GENERAL NOTES APPROVED WITH CONDITIONS
<br /> o APPROPRIATE ASSESSMENT SHALL BE PAID TO THE CITY.DRAWINGS OR NOT, SHALL BE FURRED OUT WITH GYPSUM BOARD. SIGNAGE
<br /> 0 23. LOCATION OF ACCESS DOORS SUPPLIED BY MECHANICAL TRADES AND INSTALLED BY 0 WOOD TRUSSES c. THE LOT LINE ADJUSTMENT ASSOCIATED WITH THIS PROJECT (LLA 17-107) Sheet Number
<br /> PRIVATE UNDERGROUND FIRE SERVICE SHALL BE RECORDED WITH SAN JOAQUIN COUNTY RECORDER'S OFFICE.
<br /> N OTHERS SHALL BE DETERMINED IN THE FIELD THROUGH COORDINATION OF TRADES, FIRE ALARM SYSTEM d. THIS PROJECT SHALL RECORD A RECIPROCAL ACCESS EASEMENT FROM For conditions, please see approval letter dated: 4/9/18
<br /> o LOCATION OF LIGHT FIXTURES SHALL GOVERN POSITION OF DUCTS AND PIPES FOR . SOLAR PANELS THE RESULTANT PARCEL OF LLA 17-107 TO PARCEL 3 OF THE FIORE
<br /> PARCEL MAP A COY OF THEWHICH ACCESS DOORS ARE REQUIRED. ACCESS DOORS SHALL NOT BE PLACED IN CITY ENGIN ER.NTHEUR CI PROCA L ACCESS EASEMENTDSHALLU BENOVER THE Approved by:TO THES� ����U,�E'L Date:Apr , 2018
<br /> Q INACCESSIBLE POSITIONS OR IN THE WAY OF LIGHTS, GRILLS, REGISTERS, CONCEALED FULL LENGTH OF THE NORT-SOUTH DRIVE AISLE To THE EAST OF THE T1 ■
<br /> V) BY CASEWORK, ECT. BUILDING.
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