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O O O
<br /> 1 2 4 3 4 5 6 7
<br /> XMQM COUNTY --
<br /> Fold ENTAL HEALTH FLO = iT
<br /> t� 1) 1 5 F '� 1'�5 FR b U�1 FOR " FcrD
<br /> � 304 E WEBER AVE THIRD
<br /> FLO�)r I Y I S uTTO
<br /> p - -- STOCKTON CA 95202
<br /> _ (2091 46F.'-34 v
<br /> 3
<br /> ® Approved
<br /> ved ATES, INC.
<br /> wrathsha r f'Nr7J®M
<br /> ENVIRONMENTAL DESIGN
<br /> _ ❑ Disapprcv n ;:,,
<br /> PLANNING
<br /> ich is 111, 1 WddeWted
<br /> t .=;zcar Ir,�Omisslonor
<br /> w�l.c:;ofatef�k�eetbCatordinancef I
<br /> 950 FULTON AVENUE, SUITE 200
<br /> SACRAMENTO, CA. 95825-4503
<br /> TELE (916) 979-7205
<br /> FAX (916) 979-7210
<br /> LM
<br /> herebyRANDALL L. MOOexpressly
<br /> pr ARCHITECT, along
<br /> with SUTTON & ASSOC., INC., jointly
<br /> hereby expressly preserve their com-
<br /> CCMMERCt7= DRIVE law copyright and other property
<br /> rights in these plans. These plans
<br /> B5 T S A C RAM >p R
<br /> I��I T O/ C A 9 (09 1 B are not to be reproduced, copied or
<br /> changed in any form whatsoever, nor
<br /> are they to be assigned to a third
<br /> party, without first obtaining the ex-
<br /> Vess written consent of RANDALL L.
<br /> OORE and/or SUTTON & ASSOC., INC.
<br /> FHO : ( 91 (o ) 313 = 115 _2 FAX : ( 91 (o ) 313 = 1112
<br /> CONTACT 'a MICHAL. � ) ALT ION RANDALL L. MOORE, ARCHITECT
<br /> C 08723
<br /> v i t � ,�,== RM&:� NA z N
<br /> .� 1 And D.W. Dish Waeher G.I. s. ,. ' rtw•'V1.C. Top of Cmn
<br /> II��I � }�� y' :u mnizetl Iron PF.75'. Pre<o^.t
<br /> AUTOMI I 1�I ft t 5i-TUT®1- I V® I5:. W d Angie DIM. .Dimension. GL PL _ late TEL ,e.eplmrm ztt,y�� af'a
<br /> ATIC 1 ie � y4 A.C. _ Asphaltic Concrete DISE ' Disposal GND. ;round P.L � Property tine TEMP. Temperetl/Tempenary -
<br /> I. ALL CONSTRUCTION SHALL CONFORM TO THE COUNTY 14. ALL MATERIAL OBTAINED FROM ANY EXCAVATION WOK i! At 0.0ON. Down GR. G,-Se PLAS. plaster Laminate &t. Te azzo � y� �
<br /> }- 6 Cenledine D.O. Door Opening GMP. BD. byl•som Board PIAS. Plaster T&G Tongue and Groore }
<br /> THE FUEL SYSTEM FOR THIS GAS STATION WILL AUTOMATICALLY zp T 4 Diameter or Round DWR Drawer H. High PLYWD. Plywood TH. Thr id - � � -1 �
<br /> SPECIFICATIONS, CURRENT EDITION. T H LT IS JOT COA!TA4N� WITHIN D METHODS
<br /> S, HALL BE
<br /> SHUT DOW BY THE FUEL SENSING SYSTEM WHEN: � - F gTi�$ I Perpendicular D.S. Down Spout H.B. nose Bibb PR Pair THY Thick N � � � Q d
<br /> WALLS,OR BY OTHER APPROVED METHODS SHALL BE N w MON p Pound or Number D.S.P. Dry Stand Pipe H.C. Hollow Core/Handicapped PT. Point T.P. Top of Pavement Q U X
<br /> 2. THE CONTRACTOR SHALL BE IN RECEIPT OF COUNTY REMOVED FROM THE SUBJECT PARCEL :MND DISPOSED OF B. A.D. Area Drain DWG. Drawing HDWD. Hardwood P.T.D. Paper Towel Dispenser T.P.D. Toilet Paper Dispenser ® \
<br /> APPROVED PLANS PRIOR 70 BEGINNING GCNSTRUCTION 1. THE TURBINE SUMP SENSORS DETECT LIQUID. Q Z A.F.F. Above Finish Floor E East HOWE 4ordware P.T.D./R Combination Pap<r TV Television v W d W c '
<br /> AT A SITE APPROVED BY LOCAL AUTHCRITY STAFF. ADJ. Adjustable (E) Exist. H.M. falloer Metal Towel Dispenser and T.W. Top of Walk cA � U W
<br /> v' WITHIN THE STET RiGHT OF WAY. Z AGC, or AGGR. Aggregate EA. Each HORIZ, Horizontal/Horizon Receptacle TYR Typical 'r, - (K Z x
<br /> 15. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED 2. THE EMERGENCY SHUT-OFF SWITCH IS TRIPPED. AIA. American Institute E.J. Expansion Joint HR four: POi./PARTN. Pa ti on U.BC. Unifo m Building Code AAS W W C'3
<br /> U
<br /> 3. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE O( THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL of Architects EL or ELEV. Elevation NGT. eg t P.T.R. Paper Towel Receptacle w. Underground W N
<br /> EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE H ALT. Alternate ELEC. Electrical HVAC. Heating, Ventilating, P.U.E. Public Utility Easement ANF, Unfinished N b� � -
<br /> CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS 3. THE DISPENSER SUMP SENSORS DETECT LIQUID W uuM. Aluminum ELEV. Eevaor and Air Considering O.T Doi Tile U.O.N. Unless otherwise Noted z 7�- w 6
<br /> i ANDD. Anodized EMER. Emergency I.D. inside Diameter or R. Riser UR. Urinal LU
<br /> PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONDITION EXISTS. THE SITE SHALL BE CLEANED UP AND APPROX. Approximate ENOL Enclosed Dimension RAD. Radius VERT. Vertical (L � ® � U U r- t-
<br /> UNDERGROUND SERVICE ALERT (USA)800-642-2444 ROAD RIGHTS-OF-WAY SWEPT CLEAN WHEN NECESSARY. + ARCH. Architectural EP- Electrical Panel INSUL Insulation R.D. Roof Drain VEST. Vestibule to C[ 01 V
<br /> ep ASB. Asbestos EO. Equal INT. Interior REF: Reference W. West or Wilde • ,..�
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL $AR- AUDIBLE t VISUAL ALARMS WILL ALERT THE STATION ASPH. Asphalt EOPr. Equipment JAN. Janitor REFR. Refrigerator W/ w n Ll
<br /> 16. DURING CONSTRUCTION,ENVIRONMENTAL PROTECTION OPERATOR IN THE EVENT LIQUID IS DETECTED IN A TURBINE PROJECT SITE: r in
<br /> BD. Boos E.W.C. Eleatrk water Cooler JT. Joint RGTR. Register ZD
<br /> Washer/Orye r z
<br /> RICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC DEVICES SUCH AS ADEQUATE EROSION CONTROL DEVICES, 2285 E. F REMONT STREET f- BITUM. Bituminous EXIST. Existing KR. Kitchen REINE Reinforce W.C. Water Closet M 0) (P
<br /> WITHIN THE CONSTRUCTION AREA. SUMPS AND TAMC ANNULAR SPACES. W W BLDG. Building EXPO. Exposed L Long REO, Required WD. Wood W 0 111 � O
<br /> DUST CONTROL AND VEGETATION PROTECTION BARRIERS STOCKTON, CA 11LI.�� ED BLK. Block EXP. Expansion LAB. Laboratory ESL Resilient W.I. Wrought Iron Z � V
<br /> T BURG. Blocking EXT. Exterior LAM. Laminate RM. Roam W/o Without ■(� ® LLI
<br /> 5. EXISTING ASPHALT PAVEMENT SHALL BE GUT TO A NEAT, SHALL BE MAINTAINED. AUTO TANK GAUGE (A.T.G.) I- u 8M. Beam FA. Fire Alarm LAM. PLAS. Laminated Plastic R/0 Range and Oven W.H. Water Heater Li/ z
<br /> C STRAIGHT LINE. THE EXPOSED EDGE SHALL BE TACKED ATG WILL BE PROGRAMMED TO BE ALARMED IN THE EVENT CF BOT. Bottom F.B. Flat Bar LAV. avitory R.O. Rough Opening wP. waterproof �' ® p
<br /> B.P. Bicycle Parking F.D. Floor Dmin UN. inen Closet R.W.D. Rain Water Diverter W.R. Water Resistant
<br /> WITH EMULSION PRIOR TO PAVING. 11 WA w% OVERFILL CONDITION. CAB. Cab net FDN. Foundation LKR locker ROAD. Redwood WSCT. wainscot CL
<br /> C.B. ` Catch Basin F.E. Fire Extinguisher LT. Ught RW.L Rain Water Leader AT. weight
<br /> 6. THE TYPES, LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING CEM. Cement F.EC. Fire Extinguisher Cabinet MAX. Maximum S. South W.W.F. Welded Wire Fabric
<br /> UNpERCzROLIND UTILITIES AS SHOWN ON THESE IMPROVEMENT 18. N/A
<br /> CER. Ceramic F.H. Fire Hydrant M.C. Medicine Cabinet SECT. Section )
<br /> CFM Cubic Feet per Minute F.H.C. Fre Hose Cabinet NEIGH. Mechonicml S.B. Splash Block ` ~ (g
<br /> PLANS WERE OBTAINED FROM SOURCES OF VARYING FOR ALL ABOVE CONDITIONS, AUDIBLE AND VISUAL ALARMS C.L Cast Iron F.N. Finish MEMS. Membrane S.C. Solid Care
<br /> RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY 19. WA C.J. Control Joint F.F. Finish Floor MET. Metal S.C.D. seat Dover Dispenser
<br /> WILL ALERT THE STATION OPERATOR. LC. Getting FlR. Floot MFR. Manufacturer scHEO. Schedule
<br /> ACTUAL EXCAVATION WILL REVEAL THE TYPES,EXTENT, FZ AVE. CLKG. Caulking FHA Fed. Housing Admin. M.H. Man Hole S.D. Soap Dispenser
<br /> 20. DURING EXCAVATION IF A MAN WILL BE li�EQUiRED TO WE B CLOS. closet FLASH. Flashing MIN. Minimum SH. Shelf REVISION BY
<br /> SiZES, LOCATION AND DEPTHS OF SUCH UNDERGROUND E CUR. clear FLRG. Flooring MIR Mirror SHR. Shower
<br /> UTILITIES. THE ARCHiTECT/ENGINEER ASSUMES NO RESPON- DESCEND INTO A TRENCH OF EXCAVATION THAT IS COL Column FLUOR. Fluorescent MISC. "scellaneaus SHT. Sheet
<br /> GREATER THAN (57 FIVE FEET THE DIVISION OF CONC. Concrete E0-B. Face of Brick M.O. Masonry Opening SIM, Similar
<br /> 51$ILITI FOR THE COMPLETENESS OR ACCURACY OF THE `1 Calm. Connection F.O.C. Face of Concrete M.T. Metal Threshold S.N.D. Sanitary Napkin Dispenser
<br /> OCCUPATIONAL SAFETY AND HEALTH WILL BE NOTIFIED B ANY OTHER BURIED S OR UTILITIES CONSTR. Contraction F.O.F. Face of Finish MTD. Vounted S.N.R. Sanitary Napkin Recpetotl
<br /> EXISTENCE RNAND A PERMIT OBTAINED. ? CONT. Continuous F.O.M. Face of Mullion MUL l4uNion S/P Shelf and Pole
<br /> WHICH MAY BE ENCOUNTERED BUT ARE E NOT`SHOWN ON STAB CORR. Corridor FOS. race of Stud N. lorth SPEC. Specification
<br /> THESE PLANS. TM'( C.R.. Curtain Rod FPRF. Fireproof (N) his SD, FT. Square Feet
<br /> 21. THE LENGTH OF OPEN TRENCHES(EXCLI.DING FOUNDATION CTSK. Countersunk F.S. Full Size N.I.C. 'Yat In This Contract SaK. Service Sink
<br /> CNT1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORD- TRENCHES)AT THE END OF EACH WORKNG DAY SHALL GIR. Counter F.P. Fireplace No. a lumbar STA Station
<br /> �SHUTamn
<br /> AT I C A , 'UTOPIC NOT`S CMR. Cerner FTG Foot or Feet NOM. lot to STD Steel
<br /> MATRON ALL SITE WORK AND SHALL INSURE THAT THERE NOT EXCEED 50 FEET iVw Jl..iF E DBL Double FTG. Footing N.T.S. Jot to Scale ST. Steel
<br /> IS ADEQUATE DRAINAGE, AFTER LANDSCAPING,TO PREVENT CNN(pY 4 DEP. Department FURN. Furniture OB Jbscul ST. LT. Street ught
<br /> WATER PONDING ON THE FINISHED SITE. 22. NO CLEANING OF EQUIPMENT, INCLUDING CEMENT MIXERS, 8M 43220 NO SCALE ST/�T)r r11G D.F. Drinking Fountain NRR. Fu ng O.C. obscure STRL Storage
<br /> DF Douglas fir FUT. Future O.C. nn Center STRL Structural
<br /> SHALL BE PERMITTED ANYWHERE ON TPP SUBJECT DET. Derail G4 Gouge O.D. )ASIde Diameter/Dimes. SUSP. Suspended
<br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRO- PROPERTY,UNLESS AUTHORIZED BY LO,7AL AUTHORITY L CONTRACTOR TO MEET THE FOLLOWING REQUIREMENTS DI. Drop Inlet GAL Gallons OFF. )fine _ S'YM. Tread cal
<br /> DIA Diameter GALV. Galvanized OPNG. 7 f ice TRD. Tread
<br /> TECTION OF MONUMENTS AND ALL OTHER SURVEY MARKERS STAFF. PRiOR TO THE OPERATION OF THE STATION. Om. Diagonal G.B. Grab Bar OPP. )pposite i.e. Towel Bar
<br /> DURINCa CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS 23. LOOSE SOfL MOUNDS OR SUI�ACES SHs mL BE PROTECTED A. TANK SYSTEM TO BE INSPECTED BY THE COUNTY
<br /> /�! � I t *1014
<br /> / 4x�
<br /> DESTFx,YED DURING CONSTRUCTION JI TALL BE REPLACE? ENVIROdMENTAL MANAGEMENT DEPARTMENT A7 (4) :i' i V I I i 1 T i� I 1 i v/ I �k
<br /> AT THE CONTRACTOR'S EXPENSE.
<br /> FROM WIND OR WATER EROSION CONS RU TIO"1 NOT IN - SEPARATE CONSTRUCTION PHASES:
<br /> RIA7ELY COVERED WHEN GONS7RUCTIO%N ISNOT IN ACTIVE
<br /> S. N/A PROGRESS OR WHEN REQUIRED BY LAL AUTHORITY I. SETTING OF TANKS. DATE: Awa!@_ t0,2002
<br /> STAFF. 2. NFPA 30 TEST- PRIMARY PIPING AND TANK. /i{�,.1}.. !}... FAV 1NDOW v SHEET NU N DRAWN BY: BGM
<br /> PAGE TITLE DRAWING NUMBER
<br /> 3. INSPECTION OF ALL SECONDARY CONTAINMENT $IaT U i N t R i C�'� t�7
<br /> 10. ALL GRADING SHALL TERMINATE AT THE PROPERTY LINE 24. ALL EXCAVATED MATERIAL SHALL BE STORED UPGRADE (TANK TOPS MUST BE VISIBLE ALONG ENTIRE 1 FERENCE AI JOB NO:
<br /> AND NO CUTS OR FILLS WILL BE ALLOWED BEYOND SAID FROM THE EXCAVATED AREAS. NO MATERIAL SHALL BE LENGTH OF TANKS) INCLUDING PRESSURE TESTS "i" 4' 0x4'0 h -t W A( E
<br /> PROPERTY LINE UNLESS THE OWNER OR CONTRACTOR HAS STORED IN ANY STREAM ENVIRONMENT ZONE OR WET AND CORROSION PROTECTION: E L E VA4 I ON S CT I ON 5(/
<br /> WRITTEN PERMISSION FROM THE ADJACENT LAND OWNER(SJ AREAS. 4. FINAL SYSTEM INSPECTION, INCLUDING ALL
<br /> AND/OR LOCAL JURISDICTIONAL AUTHORITY. 25, EQUIPMENT OF A SIZE AND TYPE THAT,UNDER PREVAILING PORTIONS OF THE LEAK DETECTION SYSTEM, S SHEET NUMBER
<br /> COVER jr.R P7'MF ELEVATION NUMf'cR�
<br /> 11. WHENEVER POSSIBLE,UTILITIES SHALL OCCUPY COMMON SITE CONDITIONS,WILL DO THE LEAST AMOUNT OF DAMAGE B. PRECISION TEST RESULTS FORWARDED AND APPROVED co -r;` D QOR DRAWING NUMBER
<br /> TRENCHES TO MINIMIZE SITE DISTURBANCE. TO THE ENVIRONMENT SHALL BE USED. BY THE COUNTY ENVIRONMENTAL MANAGEMENT Ti SITE PLAN 4 L x�PENSER DETAILS p � �� SHEET
<br /> D 12. NOT USED FOR THIS PROJECT 26. NO GRADING,FILLING, CLEARING,OF VEGETATION, DEPARTMENT PRIOR TO TANK SYSTEM BEING PLACED IN T`�'TYPE REV 1 e 1 C 1N Q D E TA i L ® D
<br /> OPERATION OF EQUIPMENT OR DISTURBANCE OF THE SOIL OPERATION.
<br /> 13. THERE SHALL BE NO GRADING,FILLING,CLEARING OF SHALL TAKE PLACE iN AREA WHERE AN"Y HISTORIC OR IaEFE RENCEE
<br /> VEGETATION (WHICH DISTURBS SOIL)OR OTHER PREHISTORIC RUINS OR MONUMENTS OR OBJECTS OF C. STATE REGISTRATION 'FODRIN A',FORM B"S AND
<br /> DISTURBANCE OF THE SOIL DURING INCLEMENT WEATHER ANTIQUITY ARE PRESENT OR COULD BE DAMAGED BY °CERTIFICATE OF COMPLETION' TOW C"S SUBMITTED. sHEE NUMBER
<br /> AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE GRADING, IF ANY HISTORIC OR PREHISTORIC RUINS OR ROOM LIVING
<br /> IS IN A SATURATED,MUDDY OR INSTABLE CONDITION. 05JECTS
<br /> CLEARING ANTIQUITY
<br /> OF VEGETATION OPERATION��x D OPERATION.COUNTY OPERATION FEES PAID FOR THE FIRST YEAR� t� 1111v1�E� 102 (A
<br /> EQUIPMENT OR DISTURBANCE OF THE SOIL SHALL CEASE. I �il.fl I 5TOREFIRONT STRUCTURAL
<br /> 0
<br /> E. STATE SURCHARGES PAID,
<br /> A GRiD OR 5A�x OF 2 SHEETS
<br /> R CERTIFICATE OF FINANCIAL RESPONSIBILITY SUBMITTED. COLOR O T �E O
<br /> COLOR 0 �E
<br /> G. HAZARDOUS MATERIALS MANAGEMENT PLAN SUBMITTED 1 g C � \WOO
<br /> Di N RSL . NOt S D3 OCCUPANCY NOTES
<br /> 83002 425ll �7OCCUPANGYA1ITESdw9 83002 43122
<br /> 1 2 9 3 4 0 5 6 7 sut24x36,dwg 92500 21556
<br /> Pi sut2x3cv,dw9 83002 . 10641
<br /> PAGE_CO.dwg 2603 11739
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