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<br /> D D Q TITLE SHEET
<br /> 0 D i.t PROJECT DATA AND INDEX OF DRAWINGS
<br /> FUEL DRAWINGS
<br /> F.1 SI 7E PLAN AND SITE PLUMBING PLAN
<br /> F.2 CONSTRUCTION DETAILS ..-
<br /> F.3 FUEL SPECIFICATIONS
<br /> WEST STAR
<br /> I ENVIRONMENTAL INC.L
<br /> rl. 11
<br /> OONTRAOTORMAZARNUS WASTE LIC. WO5142
<br /> UIDERX ROUND TANK REMOVAL • TANK INSTALLATION
<br /> SERVICE STATION EWILDINb , EQVIPFIENT I REMEDIATION
<br /> Qr-� W A A8pJE6RgIND TANKS • CANOPIES
<br /> cc \ ] (a 24 HOUR R 0101 LACY SERVICE
<br /> J 4b88 W. JENNIFER 1101 TELA 559-277-9378
<br /> FRESNO, CA. 93722 FAX: 559-277-0106
<br /> © 2002 WEST STAR ENVIRONMENTAL
<br /> THESE DRAWINGS, DESIGNS SKETCHES, IDEAS. DOCUMENTS,
<br /> CONSULTANTS(ITS 111'1171 M �(�(1I�'Y I1.��M M 1.��J A\�.� M IFI' M (/(a`��IF.��M II�Y 1I7� MOVES
<br /> I1��\ate PLLAANS, ARRANGEMENTS AND OTH�E�R[INTORMATIOJN
<br /> PROJECT DATA G,1 VOO �I�NJd 1!'�YV�� �•-•VY ULA C! Oa��Oo Y\l� �L�VpOo t141�� D OL��� Y �JL�YV�Y U�L7 YVOO Y LSV VE
<br /> TRUST ANDOON TH N$TARE ENVERONMENiAR E%THNEITH
<br /> p e e e e e e DOCUMENTS ARE DELIVERED AND ACCEPTED BY YOU IN
<br /> TRUST AND ON THE EXPRESS CONDITION THAT NEITHER
<br /> THESE DOCUMENTS OR THE INFORMATION CONTAINED
<br /> THEREIN WILL BE COPIED REPRODUCED OR DELIVERED
<br /> A V INSTRUCTED
<br /> AN TO THEN EXCEPT AS SPECIE IC LL B
<br /> ZONE, k 0 MIN. MINI MUN 1 . THESE DRAWINGS CONTAIN ATTACHED TYPICAL SFANDARD DETAILS MOST OF I5. TME GENERAL CONiRACiOR SHALL APPLY, PAY FOR, AND PICK UP OTHERS,
<br /> RCP TANK CONSULTANT. L ANGLE MIR, MIRRIOR CONTRACTOR IS HEREBY ADVISED TO ADOPT ONLY THOSE DETAILS AND ELECTRICAL AND PLUMBING PERMITS. THE GENERAL CONTRACTOR SHALL BE WEST STAR ENVIRONMEN AL. NO REPRODUCED COPIES
<br /> O AT (SEPIAS, PHOTO ETC. SHALL BE PRODUCED, MADE OR
<br /> A CL CENTERLINE MISL. MISCELLANEOUS SPECIFICATIONS APPLICABLE TO THE PARTICULAR PHASE OF WORK. REIMBURSED 0Y THE OWNER FOR THE FEES. ISSTRBUIED WYHOVi HE EXPRESS WRITTEN CONSENT OF
<br /> ASSESSORS.PARCEL NUMBER, Q DIMETER OR ROUND M.O, MASONRY OPENING WEST $TAR ENVIRONMENEgTAL NOTHISN5G ICl..ONTAINED OR
<br /> 03I-070-060 POUND OR NUMBER MS MOP SINK 2. li IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL FIELD 16. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER AND DESIGNER DESC�OSE OETO ANYHPE RS GNU ME RMS ORACORRORniEGNBFORR
<br /> 118c ABOVE CEILING $T0. MOUNTED MEASUREMENT$ AND CONDITIONS FOR CONFORMANCE WITH THE PLANS, WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING THE WORK, AND ANY PURPOSE WITHOUT THE E%PRE$$ WRITTEN CONSENT OF
<br /> FIRE SPRINKLERS. LANDSCAPE ARCHITECT, A.B. AGGREGATE BASE MUL. MULLION SHOULD THE CONTRACTOR FIND ANY ERRORS, OMISSIONS OR DISCREPANCIES SHALL PROVIDE A QUALIFIED SUPERINTENDENT THROUGHOUT THE WORK, WEST STAR ENVIRONMENTAL. THESE DOCUMENTS AND ALL
<br /> SPRINKLERS NOT REQUIRED PER FIRE PREVENTION DEPARTMENT A,B,A. AS$RICAN DISABILITY (N) NEW IN THE PLANS WITH RESPECT TO THE FIELD OB'iERVATIONS OR OTHER PARTS COPIES WILL BE RETURNED i0 WEST STAR ENVIRONYAENTAL
<br /> A.C. ASPHALTIC CONC. UPON RE N. VIOLATORS WILL BE PROSECUTED TO THE
<br /> ACOUS. ACOUSTICAL N. NORTH OF THE PLANS. THE ERRORS WISSIDNS OR DISCREPANCIES SHALL BE 17. THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY FULL EXTENT 6F THE LAW.
<br /> GRADING PERMIT, A.D. AREA DRAW N. I .C. NOT IN CONTACT BROUGHT i0 THE ATTENTION OF THE DESIGNER. THE CONTRACTOR SHALL SIGNS PER OSHA REWIREMENTS. AND PROVIDE TESTING OF THE
<br /> A GRADING PERMIT t5 REQUIRED FOR THIS PROJECT - ACJ. ADJUSTABLE NO.OR 0 NUMBER RESOLVE ALL THE ERRORS. OMISSIONS AND DISCREPANCIES BEFORE PETROLEUM SYSTEMS AND CONTROLS (INCLUDING A SYSTEMS PERCISION
<br /> MECHANICAL ENGINEER, AFF ABOVE FINISH FLOOR/GRADE NW, NOMINAL COMMENCING THAT PORTION OF THE WORK. ALL CHANGES TO THE PLANS TEST), AND OF ALL NEW AND MODIFIED AIR, WATER, AND ELECTRICAL CONTRACTOR:
<br /> COMPLIANCE STATEMENT, AGGR. AGGREGATE N.T.S. NOT TO SCALE SHALL REWIRE THE APPROVAL OF THE OWNER AIVD DE5IGNER. SYSTEMS.
<br /> THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 1997 UBC, UMC. AL. ALLAA I NUM N.P.T. NATIONAL PIPE THREAD
<br /> AND UPC AND THE 1996 NEC. AP ACCESS PANEL N.S,F. NATIONAL SANTATION 3. THE DESIGN/BUILD CONTRACTORS SHALL BE FULI.Y AND SOLELY RESPONSIBLE 18. UNLESS OTHERWISE STATED IN THE SCOPE DF WORK SUMMARY, ALL OTHER
<br /> APPROX. APPROXIMATE FONNDAT ION AND LIABLE FOR ALL DESIGN ENGINEERING AND CONSTRUCTION FOR HIS/HER PROCEDURES, TESTING, MATERIALS SHALL BE INSTALLED BY THE GENERAL
<br /> ELECTRICAL ENGINEER, ASB. ASBESTOS O.A. OVERALL PHASE OF THE WORK AS INDICATED ON THESE DOCUMENTS BY THE ACT OF CONTRACTOR. WEST STAR
<br /> ASPH. ASPHALT OBS. OBSCURE COMMENCING WORK ON THIS PROJECT, OR BY THFON_IR SIGNATURES 19. CCTV SUPPLIED BY SEPARATE CONTRACT. GENERAL CONTRACTOR TO
<br /> BD. BOARD OFD OVERFLOW DRAIN DRAWINGS INCLUDE HEREIN OR TO BE SUBMITTED SEPARATELY FOR HIS COORDINATE WITH OWNER SUPPLIER TO ENSURE EXTERIOR ELECTRICAL
<br /> B DG. BITUMINOUS OH OVERHEAD PROJECT. EACH CONTRACTOR HAS DIRECTLY AND INDIRECTLY ASSUMED FULL CONDUIT IS PLACED PRIOR TO PAVING THE SITE. ENVIRONMENTAL
<br /> BLDG. BLOCKING POC'S POINT OF CONNECTION RESPONSIBILITY FOR THE DESIGN, ENGINEERING AND CONSTRUCTION OF
<br /> BM. BLOCK P,F. PER FOOT HIS WORK INCLUDING, ALL
<br /> NOT LIMITED T0, AANURAOY, COMPLETENESS 20. CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO ADJACENT PROPERTY
<br /> STRUCTURAL ENGINEER, BM. BEAM PL. PRECAST AND COMPLIANCE WITH OWN APPLICABLE CODES AND ORDINANCE$ AND THE OWNERS REGARDING PROTECTION OF THEIR PROPERTY AND STRUCTURE IF
<br /> BOT. BOTTOM PL. PLATE REQUIREMENTS OF THE OWNER AND/OR TENANT.
<br /> BTU BRITISH THERMAL UNITS P.LAM. PLASTID LAMINATE REQUIRED OR WHICH MAY BE NECESSARY DUE TO CONSTRUCTION INC.
<br /> SHALL
<br /> ED
<br /> OR
<br /> CA COMPRESSED AIR PEAS. PLASTER 4. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER DAMAGETDONETASHASRESULT OFS THISWORKT TO PUBLICF OR L PRRIVATERE
<br /> CAB. CABINET PLYWO. PLYWOOD SCALED DIMENSIONS. PLAN SHALL BE SCALED ONLY WHERE FIGURES OR
<br /> CIVIL ENGINEER, C.O. CATCH BASIN PTPAAfR OTHER MEANS OF ASCERTAINING MEASUREMENTS ARE NOT GIVEN THERON. AND PROPERTY AT NO COST TO THE OTHER.
<br /> C.C. CENTER CENTER
<br /> CI . PTHERE ONLY WHERE THE SCALE OF THE DRAWINGS IN QUESTION IS PLAINLY 4688 W. JENNIFER 0101
<br /> CCTV CLOSED CIRCUIT TELEVISION P T D. PAPER TOWEL DISPENSER MARKED. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE OF ALL 21 . CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR:
<br /> CEM, CEMENT A. ALL CONTRACT DOCUMENTS. FRESNO, CA. 93722
<br /> GER. CERAMIC P.T.D.F.PRESSURE TREATED DOUGLAS DIC., RNS AND CONDITIONS DNS ON THE JOB, AND WEST STAR ENVIRONMENTAL
<br /> FUR. B. DIMENSIONS AND/OR CONFLICTS BETWEEN THE VAftI WS ELEMENTS 559-D6-5410
<br /> INC., OR THEIR AGENTS SHALL 0E NOTIFIED Of ANY VARIATIONS
<br /> GEOTECHNICAL ENGINEER, C. t . CAST IRON PTT. PARTITION FROM THE HALLDIMENSIONSSU AND CONDITIONS THIS SHOWN BY THESE DRAWINGS. SHOP OF THE CONTRACT DOCUMENTS.
<br /> C.G. CORNER GUARD R. PAPER TOWEL TILE RECEPTACLE DETAILS SHAWL BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE C. ALL DIMENSIONS AND CONDITIONS NI THE SITE.
<br /> CLD. CEILING C.T.O,TQUARRY TILE PROCEEDING WITH FABRICATION, D. ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE OWNER
<br /> CLD. CLOSET R. RISER STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE
<br /> CLR. CAULKING RAD. RADIUS 5. THIS DRAWING, DESIGN ANO/OR ENVIRONMENTAL
<br /> INC.
<br /> I IS THE EXCLUSIVE STRUCTURE.
<br /> Q 8�b�OrES CCR. CLEAR R.D. ROOF DRAIN PROPERTY OF WEST STAR ENVIRONMENTAL INC ITS ACCEPTANCE E. INSURING PROPER ALIGNMENT OF THE STRUCTURE TO OF THE A w C.M.U. CONE. MASONRY UNIT REF. REFERENCE CONSTITUTES AN AGREEMENT THAT IT SHOULD BE TREATED AS A STRICTLY
<br /> AI OF STRUCTURE.INCLUDING ANY NECESSARY PRE LOADING OF TME
<br /> COL. CONCRETE
<br /> REFS. REFRIGERATOR CONFIDENTIAL DOCUMENT TO TI USED FOR NO PURPOSE OTHER THAN TO AID STRUCTURE.
<br /> CONN. CONCRETE RGTR. REFRIGERATOR IN THE ASSEMBLY, CONSTRUCTION OF OR OPERATION Of THE OUNITSTHERWISE
<br /> OR
<br /> CITY OF LOCI CONN. CONNECTION RGTR. REGISTER SYSTEM SHOWN FOR THIS SPECIFIC PROJECT ONLY, OR AS OTHERWISE 22. REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT L O OI MEMORIAL
<br /> BUILDING INSPECTION DIVISION CONT. CONSTRUCTION HEINE. REINFORCED THATEXPRESSELYIS AUTHORIZED IN WRITING BY MIKE UE ALBA AND ASSOCIATES: LIMIT THE APPLICATION OF ANY DETAILS OR NOTES.
<br /> CONT. CORRIDOR REO. REWIRED THAT IT 15 TO DI RETURNED By UPON REQUEST AND IS NOT TO BE
<br /> BUILDING, 221 W. PINE AVENUE CORK, CORRIDOR RM. RESIVENT COMMUNICATED, DISCLOSED: DR COPIED. E%CEP'} AS EXPRESSLY AUTHORIZED 2J. DIMENSIONS ARE TO THE FACE OF CENTER LINE DF STUDS UNLESS NOTED HOSPITAL
<br /> 2001 , CA. 95260 CiSK. COUNTERSUNK RM. ROOM IN WRITING By WEST SEAR ENVIRONMENTAL INC. OTHERWISE. WHERE NO DIMENSIONS ARE GIVEN, ALIGN WORK WITH
<br /> 209-333-6716 CNTK. COUNTER R.O. ROUGH OPENING MULLIONS. PIERS, OR OTHER EXISTING ELEMENTS AS INDICATED ON THE
<br /> CTR. CENTER 6. DESIGNER FOR OR ERRORS SHALL BE CALLED TO THE ATTENTION OF THE
<br /> SAN JOAOUIN VALLEY DBL. DOUBLE BWD. RAIN WA DESIGNER FOR CUTR.U,THE BEFORE THE WORK EFFECTER THEREBY IS DRAWINGS.
<br /> ENVIRONMENTAL HEALTH ENVIROM1AENTAL HEALTH SERVICES DEPART R.W.L. RAIN WATER LEADER CURRENT
<br /> OR EXECUTED. ME WORK SHALL COMPLY IN EVERY RESPECT WITH
<br /> DEPARTMENT DEPT. DEPARTMENT S SOUTH CURRENT GOVERNING LAXS, UNIFORM BUILDING CODES AND WORK
<br /> AND 24. OPENING, IN WALLS SUCH AS ODORS E W LLWINDOWS. IFPOSSIBLE
<br /> NOT DIMENSIONALLY
<br /> 304 E. WEBER AVENUE D.F. DOUGLAS FIR
<br /> FOOD SERVICE AND STOGKTON, CA. 95202 S.C. SOLID CORE SHALL BE GIVEN NICE<SARY NOTICES RELATING TO THE WORK. CONTRACTOR LOCATED, SHALL BE AS 0205E TO THE WALL AS POSSIBLE OR IN THE
<br /> DET. DETAIL S.C.D. SEAT COVER DISPENSER SHALL OBTAIN AND UIR FOR ANY PERMITS, NOTICES, INSPECTIWS,OR CENTER OF THAT WALL AS INDICATED ON THE DRAWINGS.
<br /> UNDERGROUND TANKS, 209-668-3120 DIA. DIAMETER TEST THAT ARE REQUIRED. 975 S. FAIRMONT AVENUE
<br /> DIM. DIMENSION S.D. SCHEDULE
<br /> DISP. DISPENSER S.D. SOAP DISPENSER 7. COPIES OF THE DRAWINGS ARE SUPPLIED TO THE CANER, THE CONTRACTOR 25. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN CLEAN CONDITIONS, 209- CA. 95240
<br /> SAN JOA^UIN VALLEY UNIFIED AIR POLLUTION DN. DOWN SECT. SECTION AND OTHERS FOR USE ON THIS PARTICULAR PARED B ALL DRAWINGS, ARRANGING FOR TRASH HALLREMOVALBE AT APPROPRIATE INTERVALS, UPON 209-339-]567
<br /> CONTROL DISTRICT D.O. DOOR OPENING SH. SHELF SPECIFICATIONS, ARD ,.OPIES OF SUCH PREPARED BY WEST STAR COMPLETION THE JOB SHALL BE BROOM CLEANED AND ALL WINDOWS
<br /> AIR POLLUTION CONTROL SHR. SHOWER ENVIRONMENTAL INC. WASHED, AND ALL DEBRIS REMOVED FROM THE SITE.
<br /> 4230 TO, CA. SUITE 130 DR. DOOR
<br /> DISTRICT OAPCD), MDDE5T0, CA. 95356 DOUR. DRAINER SHE. SHEET B. EACH CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE PREMISES AND
<br /> 209-55]-6600 DS. DOWNSPRWT SIM. SIMULAR SHALL VERIFY THE YOLK TO BE DONE, THE EXISTING CONDITIONS, AND 26, THE DESIGNER SHALL HAVE ACCESS i0 THE JOB SITE AT ALL TIMES, DRAWINGS PREPARED FOR:
<br /> D.S.P. SAY STANDPIPE S.N.D. SANTARY NAPKIN DISPENSER SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY AND ALL DISCREPANCIES
<br /> DWG. DRAWING S.N.R. SANTARY NAPKIN RECEPTACLE PRIOR TO SUBMITTING BID AND STARTING ANY WORK. 27, SLOPE ALL FINISH GRADES AND EXTERIOR PAVING AWAY FROM ANY
<br /> (E) EXISTING SPEC. SPECIFICATION STRUCTURE AT 2% MINIMUM FOR EARTH AND 1% MINIMUM FOR CONCRETE
<br /> ❑❑ 50. SQUARE 9. ALL WOK SHALL BE DONE IN THE BEST WORKMAN F KE MANNER, AND MUST BE PAVING. UNLESS INDICATED OTHERWISE. WEST STAR
<br /> SYMBOLS ������� �O WM��Y V�� E. EAST SS. STAINLESS STEEL DONE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL LOCAL GOVERNING
<br /> D e EA, EACH S . SERINES SINK AGENCIES. FURTHERMORE, ALL WORK SHALL MEET WITH THE APPROVAL OF 26. POST A REFLECTIVE ADDRESS NUMERAL AT LEAST 3- HIGH W/A 3/8- STOKE
<br /> EJ. EXPANSION JOINT STA. STATION THE CANER. MOUNTED ON CONTRASTI NG BACKGROUND CLEARLY VISIBLE FROMSTREET IF ENVIRONMENTAL
<br /> EL. ELEVATION STD. STANDARD IO.ALL MATERIALS, EQUIPMENT, AND SYSTEMS CALLED FOR ON PLANS AND IN IF NOT EXISTING
<br /> ELEC. ELECTRICAL STL. STEEL THESE SPECIFICATIONS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH 29. CHEMICAL TOILET IS REQUIRED ON-SITE DURING CONSTRUCTION
<br /> ELEV. ELEVATOR STOR. STORAGE THE MANUFACTURER'S LATEST SPECIFICATIONS. INC.BUILDING SECTION EMIR. EM RGENOY STRL. STRUCTURAL 30. JOB CARD AND ADORES$ REQUIRED TO BE VISIBLE FROM THE STREET. ii v
<br /> !{ - SECTION IDENiIFICAT10N 00 ENCS. ENCLOSURE SUSP. SUSPENDED 11 .CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND DROLLY
<br /> 5-1 ELECTRIC, E.P. ELECTRICAL PANEL BOARD SWM. SYMMETRICAL CONDITION AT ALL TIMES AND SHALL REMOVE ALL UNUSED MATERIALS AND IS UNDERSTOOD THAT IF NO JOB CARD IS OBSERVED, NO INSPECTION WILL
<br /> -SHEET WHERE SECTION TAKE PLACE.
<br /> IS DRAWN oPLGRIDETT DESIGNATION EPS. EXTERIOR PAINT SYSTEM SOV SHUT-OFF VALVE DEBRIS, AND LEAVE PREMISES IN A CLEAN CONDITION.
<br /> TIB. TREAD 31 . HIGH STRENGTH BOLTING SHOP AND FIELD WHO SHALL
<br /> MUST BE INSPECTED
<br /> WALL SECTION O LETTERS IN ONE DIRECTION EOPT. EWAPMENT T.B. TOWEL BAR 12.ANY AND ALL SUBSTITUTIONS TO THE MATERIALS' AND/OR EW IPMENT BY AN APPROVED INDEPENDANT INSPECTORS WHO SHALL BE RETAINED BY THE 4688 W. JENNIFER 0101
<br /> SECTION IDENTIFICATION NUIMERS IN THE OTHER T.C. TOP OF CURB
<br /> A E.W.D. ELECTRIC WATER COOLER REQUEST F MUST BE APPROVED BY THE TIME
<br /> O CONTRACTOR SHALL SUBMIT
<br /> DIRECTION TEL TELEPHONE OWNER. INSPECTORS SHALL SUBMIT THEIR REPORTS DIRECTLY TO THE LOCAL � FRESNO, CA. 93722
<br /> SHEET WHERE SECTION EXPO. EXPOSED REQUEST FOR SVBSiIiUTIONS AT THE TIME OF 131D SUBMISSIONS. COUNTY DEVELOPMENT SERVICES DIVISION. Odd 559-276-5410
<br /> IS DRAWN SEWER AND WATER, EXP. EXN TER. TONGUE A
<br /> O DOUR NUMBER EXT. FIEXTERIOR T.A.G. TONGUE AND GROOVE / .1
<br /> F,A. FIRE ALARM THP, THICK a" IIV(�II &L H(0) rE(LA C ) REVISIONS
<br /> F.B. FLAT BAR T.P. TOP OF PAVEMENT IIVeI,�Cw�Cw e I1wV .�Jl I1 l� �nO���
<br /> DETAIL F.D. FLOOR COATI T.P.O. TOILET PAPER DISPENSER w NO. DESCRIPTION
<br /> /4' -DETAIL ERE DETAIL OWINDQW TYPE FDN, FOUNDATION T.V. TELEVISION �
<br /> SHEET WHERE DETAIL F.E. FIRE EXTINGUISHER T.W. TOP OF WALL \
<br /> P.E.C. FIRE EXTINGUISHER CAB. TYP. TYPICAL 1 , SCOPE: PROVIDE ALL ITEMS, ARTICLES, MATERIALS, AND OPERATIONS
<br /> 15 DRAWN TELEPHONE, INCLUDING LABOR, MATERIALS, EQUIPMENT, AND INCIDENTALS NECESSARY, 1 . PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF
<br /> EQUIPMENT NUMBER F,H.G. FIRE HOSE CABINET UHF. UNFINISHED
<br /> FIN. FINISH U.O.N. UNLESS OTHERWISE NOTED FOR A COMPLETE JOB, RECORD MUST CERTIFY IN WRITHING TO THE BUILDING OFFICIAL THAT
<br /> INTERIOR EIDENTIFICAT FL. FLOOR UR,.0 URINAL THE ROUGH GRADING AND LOCATION OF THE STRUCTURE CONFORMS TO THE [ .K
<br /> A ELEVATION IDENTIFICATION FLASH. FLASHING U.G. UNDER GROUND 2. MATERIALS AND WITHEQUIPMENT SHALL BE INSTALLED, APPLIED. OR ERECTED, APPROVED PLANS.
<br /> FLUOR FLUORESCENT MUST UNDERGROUND STORAGE TANKS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS OR REQUIREMENTS, 2, BEFORE CALLING FOR A FINAL INSPECTION, THE ENGINEER OF RECORD
<br /> SHEET ELEVATION LEVATI IS ON /� REVISION F.O.C. FACE OF CONCRETE U.S. UNDER SLAB UNLESS THESE DRAWING SPECIFICATIONS EXCEED THOSE REQUIREMENTS OR MUST CERTIFY IN WRITING TO THE BUILDING OFFICIAL THAT THE FINAL
<br /> -VIEW OF ELEVATION SHADED / \ CLOUD AROUND REVISION GAS, F.O.F. FACE OF FINISH UTR UP THIRD ROOF RECCMAENDATI ONS. GRADING, DRIVEWAY SLOPE, DRIVEWAY SURFACE AND DRAINAGE CONFORMS
<br /> OPTIONAL F.C.S. FACE OF SHEATHING VERT. VERTICAL TO THE APPROVED PLANS.
<br /> NEW FINISH GRADE FPRF. FIREPROOF VEST. VESTIBULE 3. BY EXECUTING THE CONTRACT, THE GENERAL CONTRACTOR AFFIRMS HE HAS 3. SOIL PREPARATION, SITE GRADING, AND/OR FOOTING EXCAVATIONS ARE TO
<br /> _ DRAWN OW F5. FLOOR SINK W WEST REVIEWED THE PLANS 4, SPEC I F I CAT I CNS, VISITED THE SITE AND I$ BE OBSERVED TI THE GEOTECHNICAL ENGINEER OR ENGINEERING NS ARE
<br /> 3
<br /> 168;5 YANK POINT, FT. FWT OR FEET W/ W71H FAMILIAR WITH CONDITIONS UNDER WHICH YORK I$ TO BE DONE.
<br /> OF RECORD DURING GRADING OPERATIONS. THE ENGINEER SHALL CERTIFY
<br /> CONTR L POINT FTG. FOOTING W.C. WATER CLOSET THE WORK AS BEING DONE IN ACCORDANCE WITH THE APPROVED
<br /> EXISTING GRADE OR DATUM POINT ROADS FVRR. FURRING WD. WOOD 4. RESPONSIBLE SUPERVISION SHALL BE AT THE SITE DURING ALL PHASES RECOMME NDA710NS OR PROVIDE REVISED RECOMMENDATIONS, IF NECESSARY,
<br /> SHOWN HORIZONTALLY W/O WITH WT OF CONSTRUCTION. PRIOR
<br /> FUT. FUTURE SEDIMENTATION
<br /> 70 INSTALLATION OF THE BUILDING FOUNDATION, ^" COMMENTS
<br /> WP WATERPROOF 4. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE
<br /> GAL GAUGE WP
<br /> WT. WAINSCOT 5. ON THE TOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS BUILDING OFFICIAL, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER
<br /> TOP OF WALL G.B. GALVANIZED WT. WEIGHT ON SHE JOB SITE IN COORDINATION WITH THE PLANS AND SHALL NOTIFY 111
<br /> - - PROPERTY LINE G.B. GRAB BAR THIS DESIGNER OF ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS 15TH THROUGH APRIL 15TH WHERE GRADING MAY AFFECT OFF-SITE 7
<br /> ^ G.C. GENERAL CONTRACTOR AND INFORMATION SHOWN ON DRAWINGS BEFORE PROCEEDING WITH ANY PROPERTY. SHOULD THESE MEASURES NOT BE IN PLACE NO INSPECTIONS -
<br /> /) G V�DVO� u MAP
<br /> �� GL. GLASS ,ARK WILL SE GIVEN AN71L MEASURES ARE SITE
<br /> TOP OF CURB -78-NEW OR FINISHED CONTOURS V II1M11(INI e D CND. GROUND 5. THIS SET OF PLANS i0 BE ON JOB SISI AT ALL TIMES DURING
<br /> GPF GALLONS PER FLOSH 6. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER THE SCALE OF CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
<br /> GPM GALLONS PER HOOD DRAWINGS, INCLUDING LARGE SCALE DETAILS. LARGE SCALE DETAILS APPROVED PLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS
<br /> ._78- EXISTING CONTOURS GPM GALLONS PER MINUTE
<br /> W. 4QD1 AVENUE GR, GRADE SHALL TAKE PRECEDENCE OVER SMALL SCALE DETAILS. SPECIFIC NOTES SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL. THE ISSUANCE
<br /> SR TOP OF PAVEMENT ------- - GYP. GYPSUM SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL TRW r�
<br /> H.B. HOSE BIBS DO NOT SCALE DRANINOS. REWIRING THE CORRECTION OF ERRORS OR WISSION FROM THE APPROVED
<br /> w w H,C. HOLLOW CORE PLANS AND SPECIFICATIONS.
<br /> e N HDWO. HARDWOOD 7. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS OF 6. THIS PERMIT SHALL EXPIRE BY LIMITATION IF WORK AUTHORIZED UNDER
<br /> p�� HOWE. HARDWARE ADJACENT WORK. THIS PERMIT IS NOT COMMENCED WITH IN 190 DAYS FROM THE DATE OF _
<br /> NGT. HEIGHT ISSUANCE OR IF THE WORK IS SUSPENDED FOR A PERIOD EXCEEDING 180
<br /> H.M. HOLLM METAL S. THE CONTRACTOR SMALL COORDINATE THE WORK OF ALL TRADES AND VERIFY DAYS AFTER THE WORK HAS IS SUSPENDED
<br /> '^ MOR2. HORIZONTAL ALL DIMENSIONS. 7, HOT WATER, COLD WATER AND GAS PIPING SHALL BE BONDED TO MAIN
<br /> HR. HOUR ELECTRICAL PANEL IN AN APPROVED MANNER.
<br /> INSTALL NEW UNDERGROUND FUEL TANK. u i HS. HAND SINK 9. NO STRUCTURAL WORK SHALL BE CUT, NOTCHED, OR OTHERWISE PENETRATED s
<br /> IE INVERT [LEVATION UNLESS DETAILED ON THE DRAWINGS OR APPROVED IN WRITING BY THE 8 8
<br /> CALIFORNIA BUILDING CODE, 1998 CALIFORNIA MECHANICAL CODE,PLANS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 1998 �e 1
<br /> W. VINE STREET VI I .O. NSIDE DIAMETER DESIGNER IN ADVANCE.
<br /> INSUL INSULATION CALIFORNIA PLUMBING CODE, 1997 CALIFORNIA ELECTRICAL CODE, 1998
<br /> INT. INTERIOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE CALIFORNIA FIRE CODE, 1998 MODEL ENERGY CODE AND THE ATASCADERO
<br /> PROJECT SITE: IPS. INTERIOR PAINT SYSTEMBUILDING AND THE OCCUPANTS DURING CONSTRUCTION AND SHALL PROVIDE MUNICIPAL CODE.
<br /> 975 S, FAIRMDNT AVENUE JAN. JANITOR ADEQUATE PROTECTION, SHORING AND/OR BRIDGING FOR THE CONSTRUE- 9, ALL CONTRACTOR AND SUBCONTRACTOR MUST HAVE ON FILE WITH BUILDING
<br /> LORI , CA. 95240 Ji. JOINT TION. CONTRACTOR SHALL COMPLY WITH APPLICABLE SAFETY REQUIREMENTS DEPARTMENT, A LIST OF ALL SUCH CONTRACTORS AND SUBCONTRACTORS
<br /> KIT. KITCHEN AND CODES. WITH APPROPRIATE CURRENT CITY BUSINESS LICENSE NUMBERS.
<br /> CARDINAL STREET LAB. LABORATORY 10.WHERE CONDENSATE OR DEFROST LIQUIDS ARE GENERATED IN AN ATTIC OR
<br /> - LAM. LAMINATE 11 . PROVIDE CONSTRUCTION DUST BARRIERS AS REWIRED BY GOVERNING FURRED SPACE AND DAMAGE MAY RESULT FROM OVERFLOW/, A SECONDARY
<br /> LAV. LAVATORY AUTHORITY. WATER TIGHT PAN OF CORROSION RESISTANT METAL SHALL BE INSTALLED
<br /> LKR. LOCKER BENEATH THE COOLING COIL OF UNIT TOP TO CATCH THE OVERFLOW/
<br /> LT. LIGHT 12. PROVIDE ADEQUATE BLOCKING FOR ALL FIXTURES & EQUIPMENT. CONDENSATE. THE PAN SHALL BE PROVIDED WITH MINI MM 3/4'
<br /> M.P.D. MULTIPLE PRODUCT DISPENSER DIAMETER DRAIN WH ICH IS TRAPPED AND VENTED PER THE UNIFORM JOB# 02JIRG
<br /> SHEET NO.
<br /> HWY 12 _ MAX, MAXIMUM 13. PRIOR TO EXCAVATION, DETERMINE AND VERIFY LOCATION OF UTILITY BUILDING CODE AND SHALL BE DISCHARGED AT A POINT WHICH CAN BE DATE 02Cir E3
<br /> MBH 1000 BRITISH THERMAL UNITS SERVICES IN ALL AREAS TO BE EXCAVATED. READILY OBSERVED.
<br /> L.1�J M.C. MEDICINE CABINET _ SCALE N.
<br /> MECH. MECHANICAL 14. CONTRACTOR SHALL REGULATIONS.
<br /> WITH ALL PERMANENT LAWS, CODES, DRAWN BYE
<br /> MTL. MEMBRANE SPECIFICATIONS, REGULATIONS. E UIRE CAVERNING AGENCIES k
<br /> MTC. METAL MANUFACTURER UNLESS GREATER REQUIREMENTS ARE INDICATED AND/OR
<br /> MFR. MANUFACTURER ARE NECESSARY FOR THE SAFETY OF THE PROJECT. Z01,13 APPROVED BY:
<br /> N.T.S. MH. MANHOLE
<br /> I I I
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