|
ABBREVIATIONS PROJECT DATA SITE VICINITY MAP INDEX OF DRAWINGS CLIENT:
<br /> qu,�y
<br /> n ** FOOD FACILITIES SUBMITTAL SHEETS bp
<br /> PROJECT ADDRESS:
<br /> & AND I.D. INSIDE DIAMETER o .� San Joaquin Countybp
<br /> �
<br /> L ANGLE INSUL. INSULATION AO800 E KETTLEMAN LN =' ° Environmental Healt Department CL GENERAL
<br /> ® AT INT. INTERIOR OLLODI, CA 95240 Q:. r� STRUCTURAL C-STORE
<br /> w: 1868 E. Hazelton Ave. � T1.1 ** COVER SHEET S0.1 LOT LIGHT STRUCTURAL
<br /> CENTERLINE KI JOINT ASSESSOR'S PARCEL NUMBER: 0 •A..� Stockton, CA 5205 ria GC-1 GREEN BUILDING CHECKLIST NOTES AND DETAILS
<br /> 0 DIAMETER OF ROUND KIT. KITCHEN ° P °/ 209 468-3 20 GC-2 GREEN BUILDING CHECKLIST
<br /> # POUND OR NUMBER LAM. LAMINATE a�lFOR�i� ) S1.1 FOUNDATION PLAN
<br /> (E) EXISTING ST
<br /> LAV. LAVATORY ZONING: GC-3C1.1 GREEN
<br /> TOPERBUILDINAPHiC G CHECBOUNDARY I SURVEY S1.2 CEILING FRAMING PLAN
<br /> (R) RELOCATED LT. LIGHT GENERAL COMMERCIAL (GC) APPROVED WITH CONDITIONS = SITE LIGHTING PLAN S1.3 ROOF FRAMING PLANS
<br /> L.E.D. LIGHT EMITTING DIODE � S2.1 DETAILS STRUCTURAL CAR WASH
<br /> (N) NEW 1 of 1 PHOTOMETRIC SITE PLAN S2.2 DETAILS
<br /> MAX. MAXIMUM SITE AREA:
<br /> A.F.F. ABOVE FINISH FLOOR CIVIL
<br /> M.C. MEDICINE CABINET For conditions, please see approval I tter dated: 5-13-19 S2.3 DETAILS CWS0.1 CLEARANCE SIGN STRUCTURAL
<br /> A.D. AREA DRAIN f 41,276 S.F. (0.95 AC) C1.0 COVER SHEET
<br /> ADJ. ADJUSTABLE MECH. MECHANICAL � S2.4 DETAILS
<br /> ADJ. AGGREGATE MEMB. MEMBRANE BUILDINGS : am/pm STORE Approved by: YG ��N� Date: May 31 , 2019 C1.2 GENERAL NOTES S2.5 DETAILS NOTES AND DETAIL
<br /> C1.3 DEMOLITION PLAN S2.6 DETAILS CWS1.1 CAR WASH FRAMING PLANS
<br /> AL. ALUMINUM MTL. METAL C C1.4 EROSION CONTROL PLAN S2.7 DETAILS CWS2.1 DETAILS
<br /> APPROX. APPROXIMATE MFR. MANUFACTURER ARCO CONSTRUCTION TYPE: V-B i$n Ln C1.5 EROSION CONTROL DETAILS CWS2.2 DETAILS
<br /> MIN. MINIMUM S2.8 DETAILS CWS2.3 DETAILS
<br /> ARCH. ARCHITECTURAL MIR. MIRROR BP WEST COAST PRODUCTS, LLC USE GROUP: M (CONVENIENCE STORE) _ C1.6 EROSION CONTROL DETAILS S3.1 GENERAL NOTES
<br /> ASB. ASBESTOS ALLOWABLE AREA: 9,000 S.F. SITE y, ++ C2.0 SITE PLAN CWS2.4 DETAILS
<br /> MISC. MISCELLANEOUS �� S3.2 GENERAL NOTES CWS3.1 GENERAL NOTES
<br /> ASPH. ASPHALT ACTUAL GROSS AREA: 2,488 S.F. �' E C2.1 HORIZONTAL CONTROL PLAN
<br /> M.O. MASONRY OPENING ti. S3.3 GENERAL NOTES CWS3.2 GENERAL NOTES
<br /> BD. BOARD MTD. MOUNTED ARCOAM / PM BUILDING FOOTPRINT: 2,610 S.F. C3.0 GRADING PLAN S3.4 GENERAL NOTES
<br /> BITUM. BITUMINOUS MAXIMUM BUILDING HEIGHT: 50' _ C3.1 DRAINAGE PLAN CWS3.3 GENERAL NOTES
<br /> MUL. MULLION ** CWS3.4 GENERAL NOTES
<br /> BLDG. BUILDING N. NORTH _ C4.0 UTILITY PLAN-OVERALL
<br /> BLKG. BLOCKING PER CITY OF LODI 2 C4.1 ** UTILITY PLAN-ENLARGED ARCO
<br /> BM. BEAM N.I.C. NOT IN CONTRACT 800 E ■ KETTLEMAN LN
<br /> N0. OR # NUMBER C-STORE LESS THAN 6,000 S.F. - FIRE SPRINKLERS NOT REQUIRED C5.0 CIVIL DETAILS PLUMBING
<br /> BOT. BOTTOM C5.1 CIVIL DETAILS
<br /> NOM. NOMINAL CANOPY ** BP WEST COAST PRODUCTS,LLC
<br /> CAB. CABINET C5.2 CIVIL DETAILS P0.1 PLUMBING LEGEND, SCHEDULES & CALCULATIONS
<br /> N.T.S. NOT TO SCALE PROJECT DIRECTORY
<br /> CEM. CEMENT C5.3 CIVIL DETAILS P0.2 ** PLUMBING GENERAL NOTES & SPECIFICATIONS
<br /> CER. CERAMIC O.A. OVERALL CONSTRUCTION TYPE: IICA C5.4 CIVIL DETAILS P1.1 ** PLUMBING ROUGH-IN PLAN
<br /> C.I. CAST IRON OBS. OBSCURE LODI , A 95240 USE GROUP: M (FUEL CANOPY) C5.5 CIVIL DETAILS P2.1 ** SANITARY DRAINAGE & VENT PLUMBING PLAN & ISOMETRIC DIAGRAM
<br /> CLG. CEILINGO.C. ON CENTERALLOWABLE AREA: 12;500 S.F. **
<br /> 10
<br /> CLKG. CAULKING ACTUAL GROSS AREA: 5OFFICE ,975 S.F�D APPLICANT C5.6 CIVIL DETAILS P3.1 DOMESTIC WATER SUPPLY PLUMBING PLAN & ISOMETRIC DIAGRAM G,H q�
<br /> O.D. OUTSIDE DIAMETER C6.0 ARCO SITE SPECIFICATIONS P4.1 ** PLUMBING ROOF PLAN �►
<br /> BP WEST COAST PRODUCTS, LLC w
<br /> CLO. CLOSET C6.1 ARCO SITE SPECIFICATIONS P6.1 ** PLUMBING DETAILS
<br /> CLR./CL. CLEAR OPNG. OPENING GENERAL PROJECT NOTES PER CITY OF LODI CHAPTER 15.20.160 - LESS THAN 6,000 S.F. 501 WESTLAKE PARK BLVD. C6.2 ARCO SITE SPECIFICATIONS P6.2 ** PLUMBING DETAILS
<br /> C.O. CASED OPENING OPP. OPPOSITE NON-COMBUSTIBLE FUEL ISLAND - FIRE SPRINKLERS NOT REQUIRED HOUSTON, TX 77079 C7.0 CONDITIONS OF APPROVAL
<br /> 4:
<br /> 114
<br /> PL. PLATE TEL: (832) 622-1131
<br /> COL. COLUMN 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL MECHANICAL
<br /> P.LAM. PLASTIC LAMINATE OCCUPANCY AND EGRESS: CONTACT: DAVID ALLEN LANDSCAPE O O
<br /> CONC. CONCRETE RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION **
<br /> PLAS. PLASTER L1 LANDSCAPE PLAN M0.1 LEGEND, GENERAL NOTES & SCHEDULES n U
<br /> CONN. CONNECTION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS **
<br /> PLYWD. PLYWOOD CONVENIENCE STORE PETROLEUM M0.2 MECHANICAL SPECIFICATIONS O _
<br /> CONSTR. CONSTRUCTION SHALL BE PAID FOR BY THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER L2 LANDSCAPE NOTES AND DETAILS I
<br /> PR. PAIR BARGHAUSEN CONSULTING ENGINEERS M0.3 MECHANICAL T-24 FORMS
<br /> CONT. CONTINUOUS PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY L3 LANDSCAPE PLAN cA
<br /> PT. POINT SALES - 1 243 S.F.(1243/30) = 41 18212 - 72nd AVE. S. t''
<br /> 0 AND DETAILS M0.4 MECHANICAL T-24 FORMS
<br /> CTSK. COUNTERSUNK RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE CASHIER - 130 S.F.(130/100) = 2C:�4 IRRIGATION DETAILS �NCNTR. COUNTER PTN. PARTITION KENT, WA 98032M0.5 MECHANICAL T-24 FORMS �'j
<br /> Q.T. QUARRY TILE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. PROJECT CONTACT: CHRIS TEBALDI M2.1 ** MECHANICAL FLOOR PLAN G ENG
<br /> CTR. CENTER QSR QUICK SERVE RESTAURANT 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT OFFICE - 67 S.F. (67/100) = 1 (425) 656-7433M2.2 ** MECHANICAL ROOF PLAN
<br /> DBL. DOUBLE ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE PROVIDED RESTROOMS - 114 S.F. EXEMPT = 0 ARCHITECTURAL C-STORE **
<br /> R OR RAD. RADIUS (EXEMPT) M6.1 MECHANICAL DETAILS
<br /> DEPT. DEPARTMENT R.D. ROOF DRAIN BY THE GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT PREP/UTILITY - 398 S.F.(398/200) = 3 ENGINEER A1.1 ** CONSTRUCTION FLOOR PLAN M6.2 ** HOOD & FAN SHOP DRAWINGS 18215 72ND AVENUE SOUTH
<br /> DET. DETAIL REF. REFERENCE THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, COOLER/FREEZER - 450 S.F. (*EXEMPT) = 0 BARGHAUSEN CONSULTING ENGINEERS, INC. A1.2 ** FLOOR FINISH PLAN M9.1 ** CONTROLS KENT, WA 98032
<br /> DIA. DIAMETER REFR. REFRIGERATOR CONTRACTOR IS TO REFER TO THE BID DOCUMENT PACKET AND/OR OWNER'S SCOPE 915 HIGHLAND POINTE DRIVE, SUITE #250 A1.3 ** REFLECTED CEILING PLAN (425)251-6222
<br /> DIM. DIMENSION RGTR. REGISTER OF WORK DOCUMENT(S) WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE TOTAL (NET): 2,400 S.F. = 47 OCCUPANTS ROSEVILLE, WC 95678 A1.4 ROOF PLAN (425)251-8782 FAX
<br /> DIM. DISPENSER
<br /> DS DOWN REINF. REINFORCED PRESENTED IN THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE TOTAL (GROSS): 2,488 S.F. CONTACT: RICHARD LAROWE A2.1 EXTERIOR ELEVATIONS Z I FOR REFERENCE ONLY
<br /> REQ'D REQUIRED SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS A2.3 ** INTERIOR ELEVATIONS (UNDER SEPARATE PERMIT SUBMITTAL)
<br /> D.O. DOOR OPENING (425) 656-7434 CIVIL ENGINEERING, LAND PLANNING,
<br /> DR. DOOR RESIL. RESILIENT OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK *COOLER IS A NON OCCUPIABLE SPACE PER SECTION 202 DEFINITION OF A2.4 ** INTERIOR ELEVATIONS MECH/PLUMBING/ELECTRiCAL CAR WASH SURVEYING, ENVIRONMENTAL SERVICES
<br /> DR. DRAWER RM. ROOM NOTED IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER AN OCCUPIABLE SPACE. STRUCTURAL ENGINEER A2.5 ** INTERIOR ELEVATIONS
<br /> R.O. ROUGH OPENING HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. PCS STRUCTURAL SOLUTIONS A2.6 ** INTERIOR ELEVATIONS CWP1.0 CAR WASH WASTE PLUMBING PLAN FOR REFERENCE ONLY) NO. DATE REVISION DESCRIPTION
<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 EXITS REQUIRED: 2 811 FIRST AVENUE, SUITE 620 A3.1 BUILDING SECTIONS
<br /> DWG. DRAWING CWP2.0 CAR WASH PLUMBING PLANS (FOR REFERENCE ONLY) - 04/28/» APPROVED BY SCOTT WEST
<br /> S. SOUTH WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE EXITS PROVIDED: 2 SEATTLE, WA A3.2 WALL SECTIONS
<br /> E. EAST CWP3.0 DETAILS (FOR REFERENCE ONLY)
<br /> S.C. SOLID CORE APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON PROJECT CONTACT: JACK PINKARD A3.3 WALL SECTIONS o PLAN PERMIT SUBMITTAL
<br /> EA. EACH SCHED. SCHEDULE THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA A4.1 ** DETAILS CWP4.0 CA RECLAIM SYSTEM (FOR REFERENCE ONLY)
<br /> E.J. EXPANSION JOINT (206) 292-5076
<br /> EL. ELEVATION S.D. SOAP DISPENSER AND CHANGE ORDERS. PLUMBING FIXTURE COUNT: A 2�DS CWP5.0 RYKO PLUMBING PLAN (FOR REFERENCE ONLY) 08/22/» CLIENT UPDATES
<br /> SECT. SECTION 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND A4.34 CWP6.0 SPECIFICATIONS (FOR REFERENCE ONLY)ELEC. ELECTRICAL PLUMBING, MECHANICAL, ELECTRICAL ENGINEER 09/20/17 PLAN REVIEW COMMENTS
<br /> E.P. ELECTRICAL PANELBOARD SH. SHELF SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH CONVENIENCE STORE: 5. NDOW SCHEDULE CWE1.2 CAR WASH POWER PLAN (FOR REFERENCE ONLY)
<br /> SHR. SHOWER DISCREPANCIES WITH THE ARCHITECT OR PROJECT MANAGER PRIOR TO COMMENCING SACRAMENTO ENGINEERING CONSULTANTS A7.1 ARCHITECTURAL SPECIFICATIONS Q 10/23/17 2nd PLAN REVIEW COMMENTS
<br /> EQ. EQUAL SHT. SHEET WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE PER CPC TABLE A 422.1 10555 OLD PLACERVILLE ROAD A7.2 ARCHITECTURAL SPECIFICATIONS
<br /> EQPT. EQUIPMENT SIM. SIMILAR DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT OR PROJECT MANAGER SHALL SACRAMENTO, CA 95827 A7.3 ARCHITECTURAL SPECIFICATIONS 0 03/29/19 CLIENT REVISIONS
<br /> EXST. EXISTING USE GROUP: M (CONVENIENCE STORE) = 200 OCC LOAD PROJECT CONTACT: RICKERT HENRIKSEN
<br /> SPEC. SPECIFICATION BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. A7.4 ARCHITECTURAL SPECIFICATIONS
<br /> EXP. EXPANSION USE GROUP: B (BUSINESS) = 200 OCC LOAD 0
<br /> SQ. SQUARE 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH (916) 368-4468 A7.5 ARCHITECTURAL SPECIFICATIONS
<br /> EXT. EXTERIOR ELECTRICAL
<br /> S.S. STAINLESS STEEL ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS A7.6 ARCHITECTURAL SPECIFICATIONS s0
<br /> F.E. FIRE EXTINGUISHER ACTUAL GROSS AREA: 4,027 S.F. / 200 = 20.1 USE 21 LANDSCAPE ARCHITECT
<br /> STD. STANDARD TYPE OF CONSTRUCTION AND OCCUPANCY. THE CONTRACTOR SHALL NOTIFY Q1.1 ** EQUIPMENT PLAN E0.1 LEGEND NOTES & SCHEDULES
<br /> F.F. FLOOR FINISH
<br /> STL. STEEL ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE REQUIRED MEN 21 / 2 = 11 Q1.2 ** COOLER PACKAGE E0.2 SPECIFICATIONS 0
<br /> FDN. FOUNDATION BARGHAUSEN CONSULTING ENGINEERS, INC.
<br /> STOR. STORAGE PROCEEDING FURTHER WITH THE AFFECTED WORK. REQUIRED WOMEN 21 / 2 = 11 Q2.1 ** EQUIPMENT SCHEDULE E0.3.1 SINGLE LINE DIAGRAM & PANEL SCHEDULES
<br /> FIN. FINISH 18215 72ND AVE. SOUTH 80
<br /> FI FLOOR STRL. STRUCTURAL 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING KENT WA 98032 Q2.3 SMALL WARES SCHEDULE E0.3.2 ELECTRICAL PANEL SCHEDULES
<br /> SYM. SYMMETRICAL UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE PER CPC 422.1 SD1.1** TRASH ENCLOSURE DETAILS E0.4 TITLE 24 FORMS - INDOOR LIGHTING PART 1 0
<br /> FLASH'G FLASHING TEL: (425) 251-6222
<br /> T.B.S. TO BE SPECIFIED EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED REQUIRED FAX: 425 251-8782 SD1.2** TRASH ENCLOSURE DETAILS E0.5 TITLE 24 FORMS - INDOOR LIGHTING PART 2
<br /> FLUOR. FLUORESCENT ( ) 10
<br /> TRD TREAD BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. MEN FIXTURES REQ = 1 WATER CLOSET, 1 LAV -PROVIDED E0.6 TITLE 24 FORMS - INDOOR LIGHTING PART 3
<br /> F.O.C. FACE OF CONCRETE WOMEN FIXTURES REQ = 1 WATER CLOSET, 1 LAV -PROVIDED CONTACT: JEFF VARLEY ARCHITECTURAL - CANOPY SEAL:
<br /> F.O.F. FACE OF FINISH T.B. TOWEL BAR 7. THE CONTRACTOR TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN CA1.1 CANOPY SLAB PLAN E0.7 TITLE 24 FORMS - OUTDOOR LIGHTING PART 1
<br /> T.C. TOP OF CURB REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS) IN ACCORDANCE CA2.1 CANOPY ELEVATIONS E0.8 TITLE 24 FORMS - OUTDOOR LIGHTING PART 2
<br /> F.O.S. FACE OF STUD SERVICE SINK REQ -PROVIDED GEOTECHNICAL E0.9 TITLE 24 FORMS - POWER -
<br /> TEL. TELEPHONE WITH NFPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE CA3.1 CANOPY REFLECTED CEIL ING p�n,
<br /> FPRF. FIREPROOF PROFESSIONAL SERVICE INDUSTRIES INC E0.10 TITLE 24 FORMS - CARWASH LIGHTING PART 1 r
<br /> F.S. FLOOR SINK TER. TERRAllO SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE O
<br /> PARKING CALCULATIONS: 4703 TIDEWATER AVENUE; SUITE B STRUCTURAL - CANOPY E0.11 TITLE 24 FORMS - CARWASH LIGHTING PART 2
<br /> T&G TONGUE & GROOVE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION.
<br /> FT. FOOT OR FEET THK. THICK C-STORE: 1 SPACE PER 250 SF 2400 / 250 = 10 SPACES OAKLAND, CA 94601 CS.1 COVER SHEET E0.12 TITLE 24 FORMS - CARWASH LIGHTING PART 3 r� ANIEL BRIAR
<br /> FTG. FOOTING 8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED
<br /> T.P. TOP OF PAVEMENT SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. CARWASH: 1 SPACE PER 250 1,124 SF / 250 = 4 SPACES TEL: (510) 434-9200 F-1 FOUNDATION PLANS AND DETAILS E1.0 LIGHTING PLAN GQALrM
<br /> FURR. FURRING T.P.D. TOILET PAPER DISPENSER CONTACT: A-1 FRAMING PLAN AND DETAILS E2.0 POWER PLAN
<br /> FUT. FUTURE ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL -1
<br /> T.V. TELEVISION PARKING SPACES REQUIRED: 14 PARKING SPACES A-2 ELEVATIONS /� E2.1 ELECTRICAL ROUGH-IN PLAN
<br /> G.A. GAUGE AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE A-3 SECTIONS E3.0 ELECTRICAL ROOF PLAN
<br /> T.W. TOP OF WALL WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. PARKING SPACES PROVIDED: 17 PARKING SPACES SURVEYOR ,
<br /> GL. GALVANIZED TYP. TYPICAL ** ONE SPACE IS REQUIRED TO BE DESIGNATED FOR CLEAN AIR BURRELL CONSULTING GROUP INC E4.0 COMMUNICATION PLAN REN.B 3a;oi9 ,
<br /> GL. GLASS 9. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND A-4 LIGH I-ING PLAN �
<br /> UNF. UNFINISHED COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS, FLOOR DRAINS, VEHICLE AND/OR CARPOOL USE 1001 ENTERPRISE WAY, STE. #100 E5.0 DIAGRAM & DETAILS - PART 1 ,
<br /> GR. GRADE ARCHITECTURAL - CAR WASH E5.1 DIAGRAM & DETAILS - PART 2 � AQ
<br /> U.N.O. UNLESS NOTED OTHERWISE BIKE PARKING REQUIRED: 4 SPACE PER 20 VEHICULAR SPACES ROSEVILLE, CA 95678 CWA1.1 CAR WASH CONSTRUCTION PLAN E6.1 CANOPY POWER PLAN, DETAILS
<br /> GSM GALVANIZED SHEET METAL SLOPES/SLAB DEPRESSIONS AND RAISED CURBS ELECTRICAL AND PLUMBING AND
<br /> VERT. VERTICAL BIKE PARKING PROVIDED: 4 SPACES
<br /> GYP. GYPSUM STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED. TEL: (916) 783-8898
<br /> V.C.T. VINYL COMPOSITE TILE CWA1.2 CAR WASH ROOF REFLECTED CEILING PLANS E6.2 CANOPY LIGHTING PLAN, DETAILS
<br /> G.W.B. GYPSUM WALL BOARD 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE CONTACT: JERRY APLAS
<br /> W. WEST CWA2.1 CAR WASH ELEVATIONS ES1.1 ELECTRICAL SITE PLAN
<br /> H.B. HOSE BIBB SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED.
<br /> W/ WITH 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL CWA3.1 CAR WASH BUILDING SECTIONS C 1 C S E
<br /> H.C. HOLLOW CORE W.B. WALL BASE CWA3.2 CAR WASH WALL SECTIONS CWE1.2 CARWASH POWER PLAN 4
<br /> HDWD. HARDWOOD BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES.
<br /> HHARDWARE W.C. WATER CLOSET 12. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF CWA4.1 CAR WASH SCOPE O F WORK DEVELOPMENT CON TAC TS CWA4.2 CAR WASH SITE DETAILS PETROLEUM PLANS (UNDER SEPARATE PERMIT SUBMITTAL)
<br /> H.M..M. HOLLOW METAL WD. WOOD THE OCCUPANTS AND WORKERS AT ALL TIMES.
<br /> HORIZ. HORIZONTAL W/0 WITHOUT 13. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TELEPHONE, FACSIMILE OR ��
<br /> WP. WATERPROOF CONSTRUCTION OF A 2,488 S.F. ARCO AM/PM CONVENIENCE STORE WITH BUILDING DEPARTMENT: WATER: 4
<br /> HR. HOUR METHOD TO RECEIVE E-MAIL, PRINTER AND TOILET FACILITIES AS REQUIRED. COMMUNITY DEVELOPMENT DEPT. UTILITY SERVICES FOR REFERENCE ONLY (CARWASH VENDORS DRAWINGS)
<br /> WSCT. WAINSCOT A 6,050 S.F. CANOPY OVER EIGHT (8) MULTI-PRODUCT DISPENSERS, TWO
<br /> HT. HEIGHT 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN-CRATING, CITY OF LODI CITY OF LODI SIGNAGE- UNDER SEPARATE PERMIT SUBMITTAL
<br /> WT. WEIGHT INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER (2) UNDERGROUND STORAGE TANKS AND 1,124 S.F. CARWASH ( ) 2
<br /> OR VENDOR FURNISHED ITEMS. 221 WEST PINE STREET 221 WEST PINE STREET CARWASH EQUIPMENT
<br /> LODI, CA 95240 LODI, CA 95240 1 OF 6 GENERAL NOTES DEVELOPMENT INFORMATION: �
<br /> 15. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING O
<br /> SYMBOLS VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES SPECIAL INSPECTIONS (209) 333-6714 (209) 333-6714 2 OF 6 EQUIPMENT PLAN RAZE AND REBUILD
<br /> ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. HEALTH DEPARTMENT - FOOD: PUBLIC WORKS: 3 OF 6 PLUMBING PLAN Q
<br /> 16. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, -SPECIAL INSPECTIONS: SEE STRUCTURAL SHEET S3.3 FOR REQUIREMENTS SAN JOAQUIN ENVIRONMENTAL HEALTH UTILITY SERVICES 5 OF 6 ELECTRICAL PLAN 4 OF 6 PLUMBING CHART 2400 am/pm �
<br /> o
<br /> XX ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND HEALTH DEPARTMENT CITY OF LODI OF 6 LECTRIC L HAT FUEL CANOPYw18 MPDS
<br /> SECTION MARK PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 1868 EAST HAZELTON AVENUE 221 WEST PINE STREET
<br /> XX.X ORE PIAL OSTINNSTALLOED ANCQHORS.ENTS MAY CONTRACTORPLY SHA O CONFIRM ALL CTURAL REQUIREMENTDMPR OR D E F F E RRE D SUBMITTALS ENTS STOCKTON, CA 95205-6232 LODI, CA 95240 24'X48' CAR WASH �
<br /> TO INSTALLATION. (209) 468-3420 (209) 333-6706 LEGAL DESCRIPTION GREEN BUILDING NOTES
<br /> 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE MEANS AND METHODS - SIGNAGE PERMITS UTILITY DISTRICT: FIRE DEPARTMENT:
<br /> EXTERIOR ELEVATION TAG XX FOR ERECTION PROCEDURE AND SEQUENCE OF THE CONSTRUCTION. CONTRACTOR TO - CARWASH EQUIPMENT UTILITY SERVICES FIRE ADMINISTRATION & THE LAND REFERED TO IN THIS COMMITMENT IS SITUATED IN THE CITY OF LODI, 1. EXCAVATED SOIL AND LAND CLEARING DEBRIS - 100 PERCENT OF TREES, SITE ADDRESS: C-)
<br /> XX.X INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR - SOLAR PANEL/WIRING/DESIGN PLANS CITY OF LODI PREVENTION COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA AND IS DESCRIBED AS STUMPS, ROCKS, AND ASSOCIATED VEGETATION AND SOIL RESULTING 0-)
<br /> X COMPONENT PARTS DURING ERECTION. - ROOF TRUSS SHOP DRAWINGS 221 WEST PINE STREET 25 E. PINE STREET FOLLOWS; PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED PER 800 E. KETTLEMAN LN o
<br /> 18. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE LODI, CA 95240 LODI, CA 95240 CGBC 5.408.3. @HIGHWAY 99 N
<br /> SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE (209) 333-6714 (209) 9333 6739 THAT PORTION OF LOT 6 OF D. KETTLEMAN TRACT, ACCORDING TO THE OFFICIAL 2. THE OWNER SHALL PROVIDE A READILY ACCESSIBLE AREAS THAT SERVE LODI,CALIFORNIA
<br /> ELEVATION TAG X XX.X X DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT - INSTALLATION OF UNDERGROUND STORAGE TANKS PERMIT MAP THEREOF FILED IN VOL. 3 OF MAPS, PAGE 32, SAN JOAQUIN COUNTY THE ENTIRE BUILDING AND ARE AND ARE IDENTIFIED FOR THE DEPOSITING,
<br /> PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN - WALK IN COOLER/FREEZER ELECTRIC: SEWER: RECORDS AND BEING LOCATED IN THE NORTHWEST QUARTER OF SECTION 18, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR `t
<br /> DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGER. SUBSTITUTIONS - STORE EQUIPMENT ANCHORAGE LODI ELECTRIC UTILITY DEPT. COUNTY OF SAN JOAQUIN TOWNSHIP 3 NORTH, RANGE 7 EAST, MOUNT DIABLO BASE AND MERIDIAN AND RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, FACILITY # TBD
<br /> X WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE 1331 S., HAM LANE CITY OF LODI MORE PARTICULARLY DESCRIBED AS FOLLOWS; GLASS, PLASTICS AND METALS OR MEETS A LAWFULLY ENACTED LOCAL
<br /> WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE LODI, CA 95242 (209) 239-2839 RECYCLING ORDINANCE IF MORE RESTRICTIVE. DESIGNED BY: ALLIANCE z&DM: _0
<br /> XX -XX _ I DEFFERED SUBMITTAL NOTES: 209 333-6762 COMMENCING AT A POINT ON THE NORTH LINE OF SAID SECTION 18, A 3. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING
<br /> ELEVATION MARK OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. I ( ) �
<br /> LOCATION 19. THE PROJECT BOUNDARIES SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO1. PRIOR TO FINAL APPROVAL, THE PROJECT DESIGNER(S)SHALL I AIR - PETROLEUM: DISTANCE OF 309.5 FEET EASTERLY OF THE NORTHWEST CORNER OF SAID CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE CHECKED BY: BP REPM:
<br /> � �
<br /> FINISH TAG XX-X CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION SUBMIT COMPLETE AS-BUILT PLAN COPIES OF THE PROJECT PLANS SAN JOAQUIN VALLEY UNIFIED AIR SECTION 18, SAID POINT BEING A POINT IN THE NORTHERLY EXTENSION OF THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT DRAWN BY: ALLIANCE PM:
<br /> IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. AND ALL ASSOCIATED DOCUMENTS STRUCTURAL CALCULATIONS, 'I POLLUTION CONTROL DISTRICT EASTERLY LINE OF THE CERTAIN PARCEL OF LAND CONVEYED TO C. W. GEORGE, INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE
<br /> VERSION: PROJECT NO: C�
<br /> WINDOW TAG X 20. ALL LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH THE CODES AND TRUSS CALCULATIONS, ENERGY CALCULATIONS, ETC.)TO THE CITY 209 557-6400 ET UX BY DEED RECORDED OCTOBER 15, 1942 IN VOL. 786 OF OFFICIAL RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE �
<br /> REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH I ( ) RECORDS, PAGE 397, SAN JOAQUIN COUNTY RECORDS: THENCE SOUTHERLY MERV OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY _ 12796 N
<br /> DOOR TAG OX EXISTS BETWEEN THE REQUIREMENTS BY THE PLANS, SPECIFICATIONS, SAID CODES, OF LODI BUILDING DEPARTMENT IN ELECTRONIC PDF AND/OR CAD ALONG NORTHERLY EXTENSION OF THE EASTERLY LINE OF SAID GEORGE ( )
<br /> � PROPERTY A DISTANCE OF 25 FEET MORE OR LESS TO A POINT IN THE OF 30 PERCENT BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS
<br /> FORMAT. I APPLICABLE CODES DRAWING TITLE:
<br /> RULES AND REGULATIONS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF � � � IMMEDIATELY PRIOR TO OCCUPANCY PER CGBC 5.504.1.3 0
<br /> WALL TAG XX THE ARCHITECT, IN WRITING FOR RESOLUTION. IF ANY CHANGE IN THE PLANS AND / 2. ALL DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO I SOUTH LINE OF KETTLEMAN LANE, BEING THE NORTHEAST CORNER OF SAID 4. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE
<br /> OR SPECIFICATIONS OCCURS AS A RESULT OF THE REQUIREMENTS OF THE LIFE THE EOR, WHO SHALL REVIEW THEM AND FORWARD THEM GEORGE PROPERTY AND THE POINT OF BEGINNING OF HEREIN DESCRIBED CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING, COOLING AND COVER SHEET
<br /> KEYED NOTE XX SAFETY CODE (NFPA 101) OR ANY OTHER AUTHORITIES HAVING JURISDICTION AFTER TO THE BUILDING DEPARTMENT WITH A NOTATION INDICATING BUILDING CODE 2016 CALIFORNIA BUILDING CODE PROPERTY; RUNNING THENCE SOUTHERLY ALONG THE EASTERLY LINE OF SAID VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION
<br /> THE SUBMISSION OF BIDS, THEN THE BIDDERS WILL BE GIVEN THE OPPORTUNITY TO THAT THE DEFERRED SUBMITTAL ITEMS HAVE BEENI 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE GEORGE PROPERTY, A DISTANCE OF 179 FEET TO THE SOUTHEAST CORNER COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET -C
<br /> ADJUST THEIR BIDS, IF NECESSARY, ONLY FOR THE CHANGE. REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE I THEREOF; THENCE EASTERLY 228.14 FEET. MORE OR LESS, TO THE SOUTHEAST METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO
<br /> 21. THE CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL AND WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL I PLUMBING CODE: 2016 CALIFORNIA PLUMBING CODE CORNER OF THE LAND AS CONVEYED TO THE STATE OF CALIFORNIA DESCRIBED REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER
<br /> AS PARCEL II IN DEED RECORDED MAY 27, 1963 IN BOOK OF OFFICIAL SHEET NO:
<br /> PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH I ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED THE SYSTEM PER CGBC 5.504.3 Q0
<br /> WALLS, CEILING AND FLOORS. SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
<br /> I ELECTRICAL CODE: 2016 CALIFORNIA ELECTRICAL CODE RECORDS, VOL. 2694, PAGE 366, SAN JOAQUIN COUNTY RECORDS, BEING A 5. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED °-)
<br /> I
<br /> 22. ALL EXPOSED PIPES, CONDUITS OR DUCTS IN FINISHES AREAS, WHETHER SHOWN ON DEPARTMENT.APPLICANT SHALL SUBMIT THE TRUSS POINT OF THE WESTERLY LINE OF U.S. HIGHWAY 99 ; THENCE ALONG THE WEST AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND cv
<br /> DRAWINGS OR NOT, SHALL BE FURRED OUT WITH GYPSUM BOARD. CALCULATIONS ALLOWING TIME FOR BUILDING DEPARTMENT MECHANICAL CODE: 2016 CALIFORNIA MECHANICAL CODE LINE OF SAID HIGHWAY 99, NORTH 3° 31" EAST, 156.31 FEET AND NORTH 41° RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING
<br /> 23. LOCATION OF ACCESS DOORS SUPPLIED BY MECHANICAL TRADES AND INSTALLED BY I REVIEW AND APPROVAL.APPLICANT ACKNOWLEDGES FIRST 03' 05" WEST, 17.74 FEET AND NORTH 80° 57' 25" WEST, 85.59 FEET TOA VALUE (MERV) OF 8. MERV 8 FILTERS SHALL BE INSTALLED PRIOR TO o
<br /> OTHERS SHALL BE DETERMINED IN THE FIELD THROUGH COORDINATION OF TRADES, I REVIEW MAY TAKE UP TO 15 BUSINESS DAYS AND UP TO 10 ENERGY CODE: 2016 CALIFORNIA ENERGY CODE POINT IN THE SOUTH LINE OF KETTLEMAN LANE; THENCE WESTERLY ALONG THE OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF O
<br /> LOCATION OF LIGHT FIXTURES SHALL GOVERN POSITION OF DUCTS AND PIPES FOR I BUSINESS DAYS FOR SUBSEQUENT REVIEWS". 2016 CBC, SOUTH LINE OF SAID KETTLEMAN LANE, A DISTANCE OF 143.60 FEET TO THE THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND oN
<br /> WHICH ACCESS DOORS ARE REQUIRED. ACCESS DOORS SHALL NOT BE PLACED IN I SECTION 107.3.4.1 FIRE CODE: 2016 CALIFORNIA FIRE CODE POINT OF BEGINNING. MAINTENANCE MANUAL.
<br /> INACCESSIBLE POSITIONS OR IN THE WAY OF LIGHTS, GRILLS, REGISTERS, CONCEALED :: � 6. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT T1 o
<br /> BY CASEWORK, ECT. AS AMENDED BY STATE OF CALIF, AND LOCAL JURISDICTION DO NOT CONTAIN CFC'S. AND HALONS PER CGBC 5.508.1
<br />
|