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GENERAL NOTES KEY NOTES
<br /> BU(TEMP\FIPFNOTE(MOOIFlED) - -T-_ DIVYa01LCADVIOTE3VtEYNOtE3
<br /> I. ALL PIPING RUNS ARE SHOWN SCHEMATICALLY. THE BEST ROUTE SHOULD BE 2.1 REMOVE AND DISPOSE OF (E) GASOLINE ISLAND, DISPENSERS AND LIGHTS.
<br /> DETERMINED IN THE FIELD AND INSTALLED ACCORDING TO NATIONAL, STATE AND ���777111
<br /> LOCAL REQUIREMENTS. 22 REMOVE AND DISPOSE OF (E) TANK/DRIVE SLAB
<br /> WRIER NOTE: 2. THIS DRAWING DOES NOT INDICATE THE LOCATION OF ALL EXISTING UNDERGROUND 2.3 REMOVE AND DISPOSE OF THREE (E) SINGLE WALL STEEL UNDERGROUND
<br /> PIPING, ELECTRICAL CONDUITS AND UTILITY LINES, AND THOSE SHOWN ARE NOT STORAGE TANKS. REMOVE ALL UNDERGROUND PRODUCT PIPING,
<br /> LOCATION AND PROTECTION OF THE BACKFLOW DEVICE MUST BE APPROVED NECESSARILY IN THE LOCATION SHOWN, THEREFORE. IT IS NECESSARY TO VAPOR RECOVERY AND VENT LINES. REMOVE (i) VENT RISER. y "
<br /> BY THE CITY OF MANTECA WATER DEPARTMENT PRIOR f0 INSTALLATION, EXERCISE CAUTION IN EXCAVATION FOR TANKS OR TRENCHES TO ASSURE THAT PROTECT ALL (E) MONITORING WELL(S) IN PLACE IF APPLICABLE. W yJ
<br /> EXISTING LINES ARE NOT DAMAGED. 2.4 (E) 0 SIGN TO REMAIN. PROTECT IN PLACE 3
<br /> 3, ALL WORK IN FIELD SHALL BE DONE IN ACCORDANCE WITH ME FOLLOWING
<br /> APPLICABLE NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REQUIREMENTS, AY=R "may P CT P d
<br /> ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR CALLED FOR N 2.6 INSTALL BACKFLOW PREVENTION DEVICE PER CITY STANDARDS. FIELD-VERIFY I alli
<br /> SPECIFICATIONS. ALL CODES ARE LISTED AS CURRENT EDITIONS OF 714, LOCATION ANO SIZE OF (E) WATER METER AND SERVICE.
<br /> v'-v^'V�_�-•\��/-V1/"�_ PRESENTLY IN USE BY GOVERNING AGENCIES. NO a M\ s�i�
<br /> 2,8 ELECTING - UNIFORM BUILDING CODE d
<br /> 5 88'ST W 120.00' (E) WATER SERVICE ELECTRICAL -- NATIONAL ELECTRICAL CODE 3 m OOtIC(N�t6 dp pA
<br /> MECHANICAL - UNIFORM MECHANICAL CODE 3.1 INSTALL DOG BONE ISLAND NIM RAISED ENDS. SIZE 4'-O' X I6'-0^ tiM$37
<br /> PLUMBING - UNIFORM PLUMBING CODE TYP OF 7
<br /> - ---- - ^_-'--- ALL,>�' - FIRE - UNIFORM FIRE CODE, Cm FIRE DEPT, _ ( ) SEE SHEET G-8.
<br /> ACCESS - 1994 UBC .3.2 INSTALL W THICK REINFORCED CONCRETE DRIVE SLAB W//3 RESAR O 18"
<br /> HEALTH - CITY HEALTH AND TIAL H CODE © O.C. EAC1N WAY (t9J6.W S.F,) SEE SHEET GIG fort $LAB DIMENSIONS.
<br /> HAZARDOUS -- LOCALE LTH AND
<br /> HEALTH DEPT. REQUIREMENTS
<br /> MATERIALS - LOCAL FIRE DEPT., COMMUNITY DEVELOPMENT DEPT. 3.3 INSTALL 8' THICK CONCRETE TANK B RE AR 0 12" O.C.(t1285 S.F.
<br /> AIR POLLUTION - CHY HEALTH AND SAFETY CODE �OHOR TFbQ`TAt
<br /> 3.4 RE-STRIPE PARKING IN FRONT OF BUILDING TO ONE-WAY:
<br /> 7_E ESN SSS 17647 /}` /� � ON AS
<br /> T0.y8 WEgT YpgE1A�tE AVE I 4. CONTRACTOR TO PERFORM TANK AND LINE TEST AS REQUIRED HV LOCAL .S PATH A PF� T7lIFo5Ra'NE�1'2'4NCI' TE e
<br /> MANIEC.A, CALIFORNIA ' JURISDICTIONS AFTER LATINO FINISH GRADING OR CONCRETE SLABS ON TANKS NE SA Y TO MA CH Ew TING. -
<br /> AND PETROLEUM TRENCHES. CONTACT HEALTH DEPARTMENT FORTY-EIGHT 3.6 BACKFILL, COMPACT AND INSTALL (N) ASPHALT CONCRETE PAVING PER .<
<br /> (E) CONCRETE VEE GUTTER (48) HOURS PRIOR TO TEST. Z _',___'j(�U"THLANQ SPECIFICATIONS N 345 S Q�EXCAVATION. SEE DETAIL, THIS ^f
<br /> (E) AIR/WATER UNIT 5. INE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON MESE PLANS -"ET/72A`T�FY(6�0RA9�Y•/ Q-'
<br /> n ARE BASED ON ME REST INFORMATION AVAILABLE; HOWEVER, THE CITY AND M 3.7 SAWCUT & REMOVE +/-38 LF. OF (E) CONC. DRIVEWAY AND +/-13 LF.
<br /> LA '�/-�./-^�/-� ENGINEER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION OF (E) CONIC. CURB, GUTTER & SIDEWALK. REMOVE TO NEAREST SCORE (�
<br /> SHOWN, OR FOR EHE INADVERTENT OMISSION OF ANY SUCH INFORMATION. ME MARK.
<br /> (E) TIDEL EM5 2000 13.16 CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES AND OTHER 3.8 INSTALL +/-35' (N) CONC. CURB, GUTTER & SIDEWALK AND +/-16 L.F. �_
<br /> TO 8E REMOVED CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR (N) ONC. DRIVEWAY PER CITY STANDARDS.
<br /> SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT
<br /> I (E) TRI RS 13.5 \- 3,4 LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE IL
<br /> PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR 9.1 NOi USED
<br /> SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND ME CITY HAVE BEE
<br /> NOTRED AND HAVE BEEN GIVEN ME OPPORTUNITY TO MARK THEIR FACILITIES IN
<br /> '
<br /> 76.1 DIE^> THE FIELD.
<br /> 131 INSTALL MULTI-PRODUCT DISPENSER VAIN DISPENSER SUMP AND INTERNAL LLJ
<br /> -' a. EL ME START OF ALTYPECONSTRUCTION, ME CONTRACTOR SHALL VERIFY ME LOCATION, BLENDER UNIT. G�DNNECT TO PRODUCT AND VAPOR RECOVERY PIPING PER
<br /> - - --- - ---------- - MA ELEVATION AND MATERIAL TYPE FOR ALL. EXISTING UNDERGROUND UTILITIES ON !AANUF CiUNEg'$ E,CIf( TI y T)'P OF ,2) SEE'56{,Ekr C-& „v Q
<br /> SITE, ACROSS ME SITE AND AT THE INDICATED POINTS OF CONNECTION. IF 114E ' �-
<br /> ' r EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACT 132 ;STALL (N) IG,WO GALLON TOTAL CONTAINMENT DOUBLE-WALL
<br /> Q SHALL NOTIFY THE ARCHITECT IMMEDIATELY. ME CONTRACTION SHALL VERIFY TH EL TANK (TYP OF 2). INSTALL DEADMAN ANCHORS REGARDLESS
<br /> 3.5 ( 'S_' ME NEW UTILITY SERVICE TALL MEET ME INDICATED PIPE SLOPES. Cf GROUNDWATER PRESENCE. SEE SHEETS G--S AND FSP-2, NOTE 3.7. ,J lil
<br /> - ---• -------- z
<br /> 7, GASOLINE TANK, PUMP AND SERVICE AREA SHALL COMPLY 'MM APPLICABLE 13.3 INSTALL 1-172" DOUBLE WALL ENVIROFLEX PIPING. SEE SHEET G-11. CI-
<br /> SECTIONS OF THE UNIFORM BUILDING CODE AND CITY FIRE CODE.
<br /> LU SECTIONS INSTALL 2' FIBERGLASS STAGE It VAPOR RECOVERY UNE. SLOPE 1/8" PER
<br /> FOOT TOWARD REGULAR UNLEADED TANK. SEE SHEET G-11.
<br /> 3.30 13.5 TWO (E VENT RISERS TO REMAIN. CONNECT (N) VENT UNES WITH (N) FLEX
<br /> _r ----- 3=4 \\ 3 w PIPING LEGEND CONNECTORS. SEE SHEET GiL
<br /> o r---� 13.6 2- FIBERGLASS SINGLE-WALL VENT LINES. SLOPE 1/8' PER FOOT t`G tid,
<br /> .'9:J rTOWARD TANKS. SEE SHEET 0-11.
<br /> 42" SUBMERGED PUMP MANHOLE AND SUMP. (FYP OF 2) SEE SHEET 0-5.71
<br /> 87 REGULAR UNLEADED PRODUCT PIPING 13.8 1-1/2 HP SUBMERGED PUMP AND `UMP SENSORS (TYP OF 2) O U
<br /> / r
<br /> w N [ C13.3 _. SU SHEET G-5. ._^ ._v�- �-�• -\� �i " 2 It
<br /> - 89 ^-�- WDGRADE UNLEADED PRODUCT PIPING 13.9 18 SPILL ONTANMEN MANHOLE (TYP OF 2). SEE SHEET G-5. n
<br /> UJO ELECTRONIC LINE LEAK DETECTOR AND CONNECT TO (N) EMS'5
<br /> 2 - 92 PREMIUM UNLEADED PRODUCT PIPING --\` MONITORING SYSTEM. CONTRACTOR TO VERIFY LOCATION OF
<br /> /�-
<br /> -� 7..1}-� y 87 1J.7 13.E 0 '^ - V ^' vEN T. SINGLE WALL P.R.P, 13.71 DUAL P��qN S CE I V RY. E SHEET G-6 W
<br /> 13.12 FILL RISER ASSEMBLY WITH OVERFILL PROTECTION AND OVERSPILL 1," w
<br /> VR - - - VAPOR, SINGLE WALL F.R.P. CONTAINMENT. SEE SHEET 0-5 y >
<br /> All
<br /> - 13.14 13.15) TANK INIERS110E MONITOR. SEE SHEET G-5. n Q
<br /> o I NEW CONCRETE 1�H`4 U'R)M'A'NG�AAH S�,9*WE W1114 2�':1A46LE E S T G Np W G
<br /> ( 1 ' UL �'- -� 13.15 DISPENSER SUMP SENSOR (rYP. OF 2). SEE SHEET G-8. ~ ",
<br /> iJ.9 t3.f0 NEW n.C. PARING 01
<br /> 316 REMO RINE EM520W. INSTALL, CONNECT AND TEST (N) EMS3500 U O Ld O
<br /> > � _ -.�•7_t,�1{. "T 73.1E LL E-
<br /> r INSTALL (N) ELECTRICAL CONDUITS FROM PUMP ISLAND, TANKS & LIGHT z yi U
<br /> -C, POLES TO WRING (ROUGHS N BUILDING, INSTALL ADDITIONAL CONDUIT MJ !S++
<br /> _ FOR INTERCOM AT ISLAND LIGHTS. PULL (N) CONDUCTORS FROM DISPENSERS
<br /> j1 13.13 TO ELECTRICAL PANEL AREA. CONNECT TO ((E)) PANEL AND LEAK DETECTION. pppp `a$
<br /> FIELD-VERIFY LOCATION AND ADEQUACY OF (E) ELECTRICAL PANELS AND tJ d
<br /> WRING SEE SHEET FE-1. h O L
<br /> -- -
<br /> GT) NSTALLI(N)G EMERGENCY SHUT-OFF SWITCH PER MANUFACTURER'S SPECS.
<br /> _ 3 SEE SHEET FE-1
<br /> =3.
<br /> Tt 3 �8� INSTALL (N) 3M INTERCOM. SYSTEM MM SPEAKERS AT EACH COLUMN.
<br /> l J.2 L [IF --.,- �. S'1)t(' QJIN C(iONTY SEE SHEET 010.
<br /> 31 0' HEAUH DIVISION 1 16.4 INSTALL (N) TRIPLE-HF,AD ARD GHT 2 E DETAIL, THIS SHEET. - j -3 5 5
<br /> TANK SLAB '14 Ir. 1aeier Ave.TITIrd Floor
<br /> =3.2�- ---- I I'ij( . I:oXYV), SiOC`Afon,CA CA201-0388 __ - NOTE: SEAL OFF PACKING TO BE INSPECTED PRIOR TO POURING.
<br /> (E) ID SIG fy 2.4 / R y 2 , ^ Phoria: (209)468-3420 0
<br /> L 3 .20'
<br /> :ftL 0 ,t 1h CF78n0@S: S@@ R@mafk8 1. TEST THE EXISTING CURRENT DRAW FOR THE MAIN SERVICE AND RECORD.
<br /> 6 N 88'57' E 99.20' .... UN.Bat;! Ov@D F?zrn3rKS - CAT. #226-1A-17 2. TEST ME EXISTING CURRENT DRAW FOR THE MAIN SERVICE WITH ALL EXTERIOR
<br /> CONCRETE VEE GUTTER 2.5
<br /> H@maTf LIGHTS ON, AND RECORD.
<br /> TEST EACH LOADS BEING UBS DNUPON ARRIVAL AND RECORD THE CURRENT DRAW BASED ON THE ACNVAL
<br /> (E:) DIA. O 3 x
<br /> D<^.;v'. BOLT CIRCLE 4. IF SUBPANEL CURRENT DRAW INDICATES THAT ADDITIONAL LOAD MAY BE APPLIED,
<br /> _ MEN USE SPACE AVAILABLE. ,F SPACE IS NOT AVAILABLE, INVESTIGATE INTO
<br /> Approval nt thBsB rf3 r T dE'nd$ only to that 4' SQ. RELOCATING EXISTING CIRCUITS TO MAKE SPACE AVAILABLE. 5 UNABLE TO u
<br /> �� ' ENTRYHOLE RELOCATE CIRCUITS, PROVIDE COST TO ADO ADDITIONAL PANEL AND FEED FROM
<br /> ,v m a
<br /> N which 1° iiowo 9 f' 1 C;IF ed hereon but
<br /> y I_ .. _ _ . SURPANEL. �!
<br /> _ _--- dOH5 riot -,ITQ'12d �f 3p.)�10V3 any omission
<br /> Or
<br /> v dBvia -On Of rdjquirCIn3CntS Of Siate laws Or .5. IF MAIN PANEL CURRENT DRAW IS AT THE MAXIMUM RATING, THEN PROVIDE COST
<br /> Local 0rdlnarc4s. BOLT COVER TO UPGRADE SERVICE.
<br /> (WITH POLE)
<br /> \/ V
<br /> _ (E) 38' OWY. TO HE CLOSED _-___- CONCRETE TO BE FACED INDEX OF DRAWING
<br /> WITH SAND/CEMENT MIXTURE
<br /> AFLER STRIPPING
<br /> �. �'/�.-'J� 32'-U' CTL SUMP
<br /> (E) 31' DWG. TO BE 'WIDENED TO 45' 23'-6' C/L COLUMN -_-_..__- -� o SD-3 PETROLEUM SITE PLAN �' •+
<br /> (/ - 4 - #5 VERT W/ GIG CANOPY AND FUEL ISLAND p p
<br /> _._ _-_ 911' O.0 TIES AT G-2 SLAB AND TANK DETAILS
<br /> G-5 TANK DETAILS
<br /> G-8 ISLAND DETAILS n
<br /> Z ` ELECTRICAL CONDUIT 0-11 PIPING LAYOUTS FOR BALANCE SYSTEM AND VAPOR VAC .¢�
<br /> \1�_/�✓ (BY CONTRACTOR) FE-1 ELECTRICAL ETAILS
<br /> FE-2 AUTOMATIONDETAILS ,q1gErr FIV DYES 2QMaR9s
<br /> YOSEMITE AVENUE ( IH W Y t 2 A )
<br /> .I - ,. CONCRETE MIN. CS-2 CANOPY FOCEIDUNC PLAN & ROOF FRAMING PLAN NOV 05 1998
<br /> FIRE DEPT. NOTES \ 3000 LB. P.S.I. CS-3 CANOPY ELEVATIONS & CROSS SECTIONS PROJECT Not
<br /> DESCRIPTION: CS-4 CANOPY FRAMING DETAILS` L'a1`�' r I ;'t.UTAL HU H 3026.20
<br /> SUPER METAL HALIDE, 4GOW, 12OV. FSP-1 SPECIFICATIONS PL I `111( /SERVICE`
<br /> _ BRAUNIET, 1COMPLETE WITH FIXTURE, LAMP SECTION I - GENERAL CONDITIgVS
<br /> 1. AFIRE DEPARTMENT PERMIT SHALL BE OBTAINED FOR REMOVAL OF ME EXISTING BRACKET, 17 FT. NIGH POSE WDM DRAWN'-- --- UNDERGROUND TANKS. BASEPLATE, ANCHOR BOLTS AND POLE SECTION it - IN$PECTIUNS / GENERAL TESTING KBD
<br /> NORTH2.4 BASE. COVER ALL UNITS. FACTORY FSP-2 SPECIFICATIONS ,
<br /> 1401E TO CONTRACTOR 0 5 10 20 30 40 2. A FIRE DEPARTMENT PERMIT SHALL BE OBTAINED FOR INSTALLATION OF THE NEW PAINTED BRONZE, SECTION III - EARTH WORK
<br /> TANKS, PIPING AND DISPENSING EQUIPMENT. SECTION IV - TANK INSTAU.ATIDN APpRAW+EDt
<br /> MIS TION OF WAS LONE WITHOUT A SURVEY OF ME SHE. // JET-PHILLIPS MODEL PCDI-4-SMA-4-2-R-CG-6$-PC VS / D MLH
<br /> LOCATION OF BUILDING, i5LWD5, TANKS,UTHLA ETC. ARE BASED / 3. ME NEW TANKS SHALL BE TESTED ACCORDING TO SECTION 7902.16 OF THE FSP-3 SPECIFICATIONS
<br /> NS PL CN A SITE PLrW PRONGED DV SWMIANO CORPORATION. 1 UNIFOfRM FIRE CODE SAID LEST $HALL TAKE PLACE IN ME PRESENCE OF ME AREIA IJGNT DETAIL 5EC110A V - GONCRETI:IT IS THE CONTRACTOR'S RESPOSI&LITY TO VERIFY FIRE MARSHAL "A& SECTION N - PIPINGDRAYlINO
<br /> SECTION NI - ELECTRICAL WORKACTUAL JOB SITE CONDITIONS BEFORE SUBMITTING BIDS! / 4. A MINIMUM 2A-20B:C FIRE EXTINGUISHER SHALL BE LOCATED WHERE NO MORE NOV - 4 1993
<br /> THAN 75 FEET OF TRAVEL IS REWIRED FOR UTILIZATION AS MEASURED FROM ANY FSP-4 SPEECTIOl10 11PUMP, DISPENSER OR FILL-PIPE OPENING. SECTION' NII - PAINPIES
<br /> 5Ec RCN .x CANOPIES
<br /> ---'/ /V•" _..n_�^,.._..•/�_/�.���.�`--��' FSP-5 SPELICTION O�^S°.... V
<br /> .
<br /> +. SEC17A`71,.'CANOPIES (CONTINUED . IN .T,��. �.V.
<br /> I '
<br />
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