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LEGENDi UST PIPING LEGEND SITE CONSTRUCTION AND DEMO NOTESt GENERAL NOTES <br /> C REMOVE EXISTING DISPENSERS, CONCRETE DISPENSER 1, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VISIT <br /> S 2' FG, DOUBLE WALL SUPER PRODUCT PIPING ISLANDS, THE GENERAL CONTRACTOR IS TO USE CAUTION THE SITE TO VERIFY EXISTING CONDITIONS AND PROPOSED <br /> ,NEW CONCRETE SLAB AND ISLANDS NOT TO DISTURB EXISTING CANOPY FOOTINGS. WORK, THE G,C, IS TO NOTIFY THE OWNER'S ENGINEER OF ANY <br /> [. TO BE INSTALLED u 2' F,G, DOUBLE WALL MID-GRADE PRODUCT PIPING CONFLICTS THAT WOULD PREVENT THE BID PRICE FROM BEING <br /> NON-EXCLUSIVE C EXTEND DRIVE SLAB 2 FT. BEYOND ENDS OF NEW ALL CONCLUSIVE FOR A COMPLETED PROJECT INCLUDING <br /> M 2' F.G. DOUBLE WALL UNLEADED PRODUCT PIPING - RIGHT OF WAY FOR DISPENSER ISLANDS, SEE DETAIL #4 ON DWG DI-1, CLEAN-UP, <br /> ! ,T T7 ACCESS <br /> ' <br /> NO PARKING' STRIPES VR 3' F,G, SINGLE WALL VAPOR RECOVERY PIPING 00 [C7' REMOVE EXISTING STRIPING THAT INTERFERES WITH NEW 2. THE PROPOSED WORK IS TO BE CARRIED OUT IN AN EFFICIENT <br /> CONSTRUCTION, STRIPE NEW PARKING SPACES AS SHOWN, <br /> MANNER WITH MIN. DOWN-TIME T❑ THE OPERATOR ❑F THE <br /> 2' F,G, SINGLE WALL VENT PIPING Co FACILITY. THE WORK SCHEDULE IS TO BE COORDINATED WITH <br /> u <br /> K PR❑VIDE AND INSTALL HANDICAP PARKING SYMBOL AND THE OWNER'S ENGINEER. <br /> DRIVE WAY T❑ ❑D CENTER STORE SIGN REQUIRED BY LOCAL AND STATE CODE. PROVIDE <br /> c)' AND ANCHOR PRECAST CONCRETE WHEEL STOPS WHERE 3, THE G,C, IS RESPONSIBLE FOR ADEQUATE SAFEGUARDS TO BE <br /> ? I15 SHOWN, MAINTAINED AT ALL EXCAVATIONS ON THE LOCATION. WlHEN <br /> EXCAVATING NEAR EXISTING FOOTINGS (I.E. CANOPY OR <br /> w <br /> D CONSTRUCT ALL NEW DISPENSER ISLANDS AS SHOWN, T , <br /> � ❑ BUILDING)ITY � HE G,D, IS RESPONSIBLE FOR INSURING THE � o- r-+ LCA <br /> v MODIFY ❑R INSTALL NEW OVERHEAD RETRACTOR BARS SITUATION IS E '� O <br /> a352�' m INCLUDING RETRACTORS AND PUMP TOPPERS, INSTALL QUESTIONABLE,INTEGSAND G.C. <br /> IS GT❑ STOP THE EXCAVATING AND 0 <br /> g2� NEW GUARD POSTS AND SIGNS, SEE DWG. lA AND 5a c) � -1-� <br /> REMOVE EXIST, TAKE NECESSARY PRECAUTIONS, (LE, SHORING AROUND FOOTINGS) p � .� <br /> (E) 18 HIGH RETAINING WALL 0` SHEET DI-1. RE-INSTALL EXIST. DISPENSERS, <br /> NEW MASONRY WALL-----\ CONC, CURB AIJD PAD Co BEFORE RESUMING ANY DAMAGES INCURRED DUE TO IMPROPERLY <br /> ❑E REMOVE EXIST, TANK SLAB AS SHOWN, REMOVE AND SHORED OR SUPPORTED OPERATIONS IS THE RESPONSIBILITY OF 1?��11 - O <br /> fE=150.00' (NOdO'11'E P=65,0'7 - -C <br /> DISPOSE EXIST, UNDERGROUND STORAGE TANKS THE GENERAL CONTRACTOR, p O <br /> y INCLUDING ALL EXISTING PIPINGS VENT, PRODUCT AND 0 w Q� <br /> r .y EXISTING PLANTER "w VAPOR LINES PER STATE AND LOCAL C❑DES. 0 <br /> NEW TI A�H - , TANK & PIPING CONSTRUCTION NOTES �j ,}, <br /> ENC SURE .L 3 INSTALL NEW BUMPER POSTS AT ENDS ❑F NEW ISLANDS p <br /> L <br /> ❑ r_ DETAIL #6 SHT, ➢I-1 C) <br /> - Sc D <br /> I -- Q <br /> C, CURB AND U� G� <br /> � �E) CON _1 I i 0 INSTALL F❑UR (10,000 GALLON) DOUBLE WALL TFlNKS WITH API <br /> EXTEND CURB � l PAD TO REMAIN L �G� REMOVE AND REPLACE CONC. SLAB AROUND NEW ALARM SYSTEM, TANKS TO BE SET MIN, 48' BELOW FINISH 4� tw ^ <br /> AND CONC, SLAB J. . ��Q� ISLAND AS REQUIRED TO AVOID WATER TRAPPING, GRADE. SEE DWG, TK-103F FOR ADDITIONAL INFORMATION, SEE V 0 .rn <br /> TO MATCH EXIST. AREA LIGHT, TYP. DTL, 19 SHEET TK-109 FOR TANK ANCHORING, C: Lor-r <br /> Off C INSTALL AND ANCHOR W/ REBAR NEW PRE-CAST CONC, 0 FL Q Lo PARKING CURBS AS SHOWN. p <br /> REMOVE EXIST.- (2:) INSTALL A 6' REINFORCED C❑IJCRETE TANK SLAB, SET MANHOLE rf O b0 <br /> _ _ . - <br /> TRASH ENCL. i COVER -i/2 ABOVE SLAB, SEE DTL, A SHEET T K-109. <br /> ❑ RE LOCATE ❑R RE R❑UTE DOWNSPOUT T❑ NORTH SIDE OF C 1 � e-4 <br /> <E) LADDER <br /> AND CONC, PAD 13 22 - BUILDING, O ■ <br /> (SHOWN DASHED) (a) (1) 4' FILL PER TANK, SEE DWG. TK-103F, <br /> (E) VENT RISERS 11 5 1 ❑ ADJUST HEIGHT ❑F EXIST, CARD READER AS SHOWN ❑N ^ � <br /> <E) ROOF LINE TYP, DWG, 1B SHEET DI-1. 4 (1) 3' VAPOR RECOVERY FITTING PER TANK, SEE DWG, T K-103F P� q Q <br /> NEW CONC. SLAB O <br /> CHAIN LINK GATE/FENCE O 23 � a <br /> (E) BOLLARD r "w _ _ S S T> ' >�0 <br /> 7- TYP, q REMOVE EXIST, PARKING STRIPING, PAINT N❑ PARKING OS Cll 1-i/2 HP SUBMERSIBLE PUMP AS SHOWN W/'RED JACKE i i <br /> (E) PLANTER W 1 STRIPES AS SHOWN, 'TOKHEIM' LEAK DETECTOR, SEE DWG. TK-103F, O •� O <br /> "v L5 <br /> i K A/C CONDENSERS T +� <br /> REMOVE EXIST, TRASH ENCLOSURE AND PAD, CONSTRUCT6 INSTALS 3. SINGLE WALL VAPOR RECOVERY LINE, SLOPE 1/4' �- <br /> III <br /> NO PARKIN ! R TA #3 SHEET DI-1, N E T C SHT, TK-106, Lo <br /> /j / <br /> MCC C �/ CD U1 0 0 12 14 NEW TRASH ENCLOSURE PER DETAIL PER FOOT T❑ TANKS, SE DETAIL 12 AND <br /> / 3 Y (� INSTALL NEW 2' DIA. DOUBLE WALL, FIBERGLASS PRODUCTCo <br /> Q STORAGE OFFICE STORAGE ' :%: . LINES. LINES TO BE EQUIPPED WITH LEAK MONITOR IN PIPING <br /> /. - N <br /> � FE ,' r� ' � ' � . . 3 17 2 TYP, � SUMP ATTACHED T❑ TANK WIRED FOR TURBINE SHUT DOW. , C <br /> o r SEE DETAIL #10 ON DWG. TK-105 FOR TYPICAL PIPING IMP <br /> AM / 3 ARRANGEMENT AT TANK, PIPING SHALL BE INSTALLED PER <br /> F <br /> CPO ! , K i I-' LLJ MFGS, RECOMMENDATION AND SLOPE ) 1/4° PER FOOT TO TANKS, <br /> ® E ,L u o - o �) - — - - Z NOTICES ® ❑MIT <br /> C3 w r �� z Q 1, ALL VENT, VAPOR RECOVERY, PRODUCT AND SECONDARY <br /> i? 'C r Q PIPING TO BE 100% UL APPROVED METHANOL COMPATIBLE, 0 IIJSTALL 2' FIBERGLASS VENT LINE PER TANK, SLOPE 1/4' <br /> i <br /> FE E <br /> "w , Y ! �'=i 18A > ., —� USE RED THREAD IIA OR AMERON ALCOHOL FIBERGLASS PER FOOT TO TANKS, CONNECT TO EXISTING VENT RIScRS, <br /> Z -- - ---- FE 16 rp /a z w PIPE, USE PROPER ADHESIVE AND HEAT TREATMENT AT SEE DETAILS 2, 4 AND 8 SHT. TK-105, <br /> ~ n I EANEI C❑� v %�5 w JOINTS PER MFG, INSTRUCTIONS FOR METHANOL PIPE, <br /> Y b�a u •C 9�o z ' {' / M O O . . 2O - (SECONDARY CONTAINMENT PIPING IS TO BE 100% METHANOL10 ❑MIT <br /> "w w COMPATIBLE PIPE BUT DOES NOT REQUIRE SPECIAL ADHE- <br /> �- Y 3 PAYPOINT AR 3 ✓ / r �_ o STYE OR HEAT TREATMENT). 11 INSTALL 1' DEDICATED CONDUIT FOR POWER TO EACH <br /> J /'� L <br /> CZ <br /> J I q ��"W Com~ 00 SUBMERSIBLE PUMP, SEE TK-103F, <br /> � (E) WATER HEATER V J,/ 2.ALL ELECTRICAL AND PIPING RUNS ARE SHOWN <br /> N G z 12 INSTALL ANNULAR SPACE MONITOR FOR EACH TANK, SEE DWG. <br /> -� I SCHEMATICALLY, THE BEST ROUTE SHOULD BE DETERMINED O ; <br /> x w �\ _ Q IN THE FIELD AND INSTALLED ACCORDING TO NATI❑NAL, TK-103F. <br /> O . . �) E EXISTa STATE, AND LOCAL CODE REQUIREMENTS, 13 INSTALL FLOAT VENT VALVE/EXTRACTER ASSEMBLY FOR EACH <br /> - <br /> - � i . TANK SLABN- <br /> �� 3, NO W❑RK SHALL BEGIN UNTIL ALL NECESSARY PERMITS" TANK.- SEE -DWG. TK-103F. <br /> _ - - - <br /> - - - -- l - . , J <br /> ARE IN THE CONTRACTORS POSSESSION, THEN THE W <br /> CE) SIDEWALK C-URB -- - -- }9.65F�NF�o _ -H,C, RA� ` � � �`'� -T W �' 14 INSTALL MONITORING CONDUIT PER DWG, TK-111, <br /> CONTRACTOR CAN VERIFY/ PROVIDE THE ARCO ENGINEER Q <br /> 9.2° "" THE ACTUAL CONSTRUCTION START DATE, <br /> + + <br /> 23 _ 15 FUTURE TANK GUAGE RISER, INSTALL CONDUIT PER DWG, TK-111, <br /> (E) AIR & WATER <br /> 1 \ <br /> I W <br /> ICE) DOWNSPOUT n L . � � 24 00 2 I 16 INSTALL RONAN 'API' TANK AND LINE ALARM CONTROL BOX <br /> � 6 26 CE) STREET POWER O <br /> - FOR LEAK <br /> GRAPHICS 20 w POLE MODEL #X765 IN BUILDING. SEE DWG. TK 110 A <br /> EXIST. DRIVE SLAB SIGN ABOVE F_ DETECTION AND DISPENSER WIRING DIAGRAM. IF REQUIRED, _ <br /> RUN NEW CONDUIT OVERHEAD TO PANEL, CONCEAL AS MUCH <br /> -•-- � (E) ROOF AS POSSIBLE, <br /> B . 19 LINE "v (� <br /> 48 TYP, <br /> + 868 °'"+ G MIN. -B u z 17 FOR IDENTIFICATION MARKINGS AT TANK MANHOLES, SEE DETAIL <br /> M --- -- _:- X #20 & #21 ❑N DWG, TK-109. Q z <br /> -- - <br /> 1. <br /> u 1 � —u s "W 18 INS T ALL 2' DIA; DOUBLE WALL FIBERGLASS, ACTIVE SIPHON0CD Q �/ <br /> "W j LINES AS SHOWN ON DETAILS #7 AND #8 SHEET TK-105. V <br /> . 2 VR M s 9.00 18A LINESLAS2' DIA, DOUBLE SH❑WN ON DETAILS L#7I ANDLASS, INACTIVE#8 SHEET TK-105, z �/ <br /> LD <br /> 26 6 5.0z ¢ ¢ 19 EXISTING T❑KIEM DISPENSERS TO BE RE-INSTALLED, AS SHOWN. I L Q <br /> ,+.9.45 ,-.i H J <br /> TELEPHONE PADS + <br /> "W (E) PLANTER WELL, SEE DWGS, TK-106, TK-107A, TK-107B AND TK-108 FOR TYPICAL <br /> of +9.00 C3 7 26 0 V7 FE FIRE EXTINGUISHER(S) INSTALLATION DETAILS. SEE TK-110A FOR DISPENSER WIRING nn <br /> t TYP, ❑F FIVE L_L I <br /> W ~ FA FIRST AID KIT (NONE) DIAGRAM, INCLUDE CONTAINMENT BOX UNDER DISPENSERS, W <br /> O N <br /> t i VR x 20 INSTALL STATIC GROUNDING SYSTEM AS PER DWG. TK-111, <br /> • m w W MAIN WATER SHUT OFF W <br /> _ Ms - <br /> -- RW -- - ------�- -- _ 21 ❑MIT <br /> -- S;� ❑ - CE) PG&E HIGH NG NATURRL GAS SHUT ❑FF CN❑NE) ' <br /> Co <br /> fTl � VOLTAGE VAULT 22 . PER MFGS, INSTRUCTION AND INSTALLATION INSTRUCTIONS, H� <br /> s _ � E MAIN ELECTRICAL PANEL CONTRACOR SHALL USE FEXIBLE CONNECTORS FROM THE TANK <br /> D . B. .... *&7 . . '. <br /> - SUMP T❑. THE VAPOR RECOVERY MANIFOLD, MAIN PRODUCT <br /> t9.° F TYP. OF 4 <br /> <E) D.I. 13'-0' I AM ABSORBANT MATERIAL LINES AND SIPH❑N PIPING OR SHALL PROVIDE AT LEAST 4 FT, a <br /> EXIST, D TYP. OF 4 / ❑F STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION z U <br /> OI TRAFIC SIGNAL FH FIRE HYDRANT OF MORE THAN 30 DEGREES, O Q <br /> a00+ + +a70 I . A (E) ISLANDS T❑ BE REMOVED "" --- <br /> (E) PLANTER e'10 Q ! / Coz CYLINDERS FOR SOFT DRINK 23 INSTALL INSPECTION WELL, (TYP OF 2) SEE DWG, TK-103F, M <br /> kD <br /> w - TRAFIC SIGNAL DISPENSERS T O <br /> J (E) ISLAND CARD READER D.L- — ' O �� /� 0 <br /> Q. C� <br /> CONTROL 2& INSTALL EMERGENCY PUMP SHUT-OFF SWITCH PER DWG, TK-110 <br /> B EXTENDED DRIVE SLAB Q� CPO CONSUMER PACKAGED MOTOR INCLUDE FIRE DEPARTMENT APPROVED SIGN. N <br /> "W - . . ,� .�5� ' STORM DRAIN S �. <br /> -1 25 ❑MIT <br /> v1 AR ARCOMATIC O <br /> � I II Sti9 <br /> I SAW- <br /> CUT I I. W PAVING & RE-PAVE PER ARCO'S SPECS. <br /> Q EXIST, PLANTER G OTHER EMERGENCY Y PUMP SHUT ❑ F 6 SA CUT EXIST <br /> T MERGE C F 2 <br /> �S� O C ST, GRADE, FINISH AND COLOR WHERE APPLICABLE. <br /> � �y SWITCHES MATCH EXI U <br /> + 'B3 (E) AM/PM SIGN SERVICE BAY FLOOR DRAINS (NONE) <br /> ---•--- (L 130,65' ' <br /> U.EXIST; SIDEWALK _EXIST APPROACH ; / MW MONITORING WELLS <br /> +].]3 7. S STORM SEWER DRAINS - <br /> \. ------ --- - - - -- -FLA -- -- -- - - TRAFIC CONTROL WV <br /> + XIST. APPROACH ,___ �__-- -- -- - WV WATER VALVE <br /> E _ <br /> _ - <br /> 7,73 <br /> WATER METER W TRAFIC SIGNAL Date 5-4-93 <br /> _ -_--- ---- (E AREA LIGHT, TYP. SC❑ POSSIBLE SEWER CLEAN OUT <br /> -- --- RELATIVE BENCH �— STREET CURB A Scale 1' 10'-0' <br /> MARK 10.0' (ABOVE F.H.) PLANTER WELL, B . <br /> TYP. OF FIVE Drawn S.S. <br /> FIRE HYDRANT FH NDN IP . DATE NOTE DATE REVISIONS <br /> WATSON <br /> w 1� TAT c r� INC . - - -- ' <br /> fl A 1 .. ON 11 ES 1 � I lam6/1/93 PERMIT SET A 8-9-93 RELOCATE TANKS TO EXIST. TANK HOLE FOClilty 213 � <br /> — ---- <br /> ELDC] RAD ❑ STREET SA5a49ABURNBL5841 - — <br /> 0 1' 5' 15' 25 FEET 5849 AUBURN BLVD. I - Sheet /•� � Jy-, <br /> .� (916) 332-3066 - _1- - ( , i ter' <br /> DWG.FILE ARCO\ 2130-11P3 WW J09# 248 of She , <br />