|
UNAUTHORIZED CHANGES AND USES: The engineer preparing these PIPING LEGEND PIPING INSTALLATION NOTES: ® PIPING INSTALLATION NOTES:
<br /> plana will not be responsible for, or liable for unauthorized
<br /> for, unauthortzed changes to or uses of these plans, All changes —
<br /> plana must be In writing and must bne approved by the preparer 2" F.G. DOUBLE WALL 18 CONTRACTOR SHALL PATCH AND/OR REPAIR EXISTING A.0 ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS
<br /> of these plana. 92-- PRODUCT PIPING PAVING AND CONCRETE AS REQUIRED BY NEW WORK. ALL NOTED OTHERWISE. kL
<br /> Construction contractor agrees that in accordance with generally - - - _3"vft- - - - - 2" OR 3' F.G. SINGLE WORK SHALL CONFORM TO ARCO SPECIFICATIONS. AMEEW
<br /> accepted constructionpB
<br /> practices, construction contractor will be WALL VAPOR RECOVERY CONTRA l THE CONTRACTOR SHALL SLURRY SEAL AND THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING
<br /> required to assume sole and complete responafblity for lob site PIPING
<br /> conditions during the coupe oe construction of thio protect, RESTRIPE ENTIRE SITE AREA UPON COMPLETION OF WORK. CANOPY COLUMNS, FOOTING AN SHROUD FINISHES IN
<br /> Including safety of all persona and property, that s p requirement — — — 2" F.G. SINGLE WALT. S.S.M.H. CONC. SLURRY SEAT SMALL BE SCHEDULED TO BE PERFORMED PLACE THE CONTRACTOR SHALL REPAIR OR REPLACE
<br /> shall be made to apply continuously and not Iimlled to normal VENT PIPING WITHIN 30 DAYS AFTER COMPLETION OF CONCRETE AND CANOPY RAINWATER LEADER IF DAMAGED BY ISLAND
<br /> Or
<br /> working hours, and construction contractor further agrees to 1 DRIVE A.C. PAVING REPAIRS TO ALLOW THE STATION TO REMAIN REMOVAL. SEE SHEET CA1-1, TYPICAL
<br /> defend, (damnify and hold design professional harmless from any — —G— — — EXISTING UNDERGROUND �._;
<br /> and all liability, real or alleged, In connection with the performance UTILITIES (WATER, GAS) - IN OPERATION'
<br /> VAPOR AND VENT PIPING IS TO SLOPE AT 1/8" PER FOOT.
<br /> of work on this protect, excepting liability arising from sole NEW CONCRETE .. l e
<br /> negligence of design professional. ` 1 CONTRACTOR SHALL CONSTRUCT NEW 6" THICK CONCRETE SIPHON PIPING I$ TO SLOPE 1/4 PER FOOL C > 0,
<br /> S.D.M.H. SLAB WITH #3 REBAR AT 18" O.C., EACH WAY, OVER 4" C C
<br /> r — }
<br /> NEW A.c. PAVING q`_ �''� AGGREGATE BA E. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE E 'L- Q C0
<br /> };pglneen Nale to Contractor: LJ .�1� `V
<br /> The existence and location of any underground utilities, pipes, .%% r5„ ONLY NOT GRAPHICALLY. ALL PRODUCT PIPING N BE
<br /> and/or structures shown on these plans were obtained by a CONTRACTORS ALL REMOVE AND REPLACE EXISTING DOUBLE CONTAINMENT PIPE VAPOR RECOVERY AND VENT /� U
<br /> search of available records. To the beat of our knowledge, there TANK ELEVATION: ',�- �,' '�1 ANGRY COLUM SHROUD AS NECESSARY TO FACILITATE PIPING TO BE SINGLE WALL PIPE Z G
<br /> are no existing utilities except as shown on these plans. The
<br /> contractor shall ascertain the true vertical and horizontal location `�' �'�� ` ORK. EXTEND B, TYPICAL
<br /> DOWNSPOUT DRAIN LINE TO FACE
<br /> and size of those to be used of any underground ulilitles and EXISTING. 3a < , 1� i-'•r F ISLAND CURB, TYPICAL OF 4. ALL NEW PIPING SHALL BE INSTALLED PER L
<br /> g p�,}3� i ;� MANUFACTURER'S RECOMMENDATIONS AND INSTALLAl10N ..
<br /> shall be responsible for any damage to any public or private `'' '^
<br /> uih8les, shown or not shown hereon. - \' Vit. ` 2 NTRACTOR SHA LL RESTRIPE PARKING IN ACCORDANCE INSTRUCTIONS. CONTRACTOR SHALL USE FLEMBLE O W
<br /> CITY OF SAC AMENTO STANDARDS, PROVIDE AND CONNECTORS FROM THE TANK SUMP TO THE VAPOR :� W ►..
<br /> IMPORTANT NOTICE .�''' `% r�- TER
<br /> SS '� t' pN TALL NEW H. ICAP PAVEMENT SIGN AND STRIPING. RECOVERY MANIFOLD, MAIN PRODUCT LINES AND SIPHON
<br /> Section 4216/4217 of the Goremment Cade require$ / ACCESS DRIVE CL pLA '(/ V
<br /> 0 oWW uet Iden nolo Namber b$ I$$oed before a Q, LVE PIPING SHALL PROVIDE AT LEAST FOUR (4) FEET OF
<br /> Permit to Excawle wtll be wild. for your olg Alert 2 C N RACTOR SHAW INSTALL NEW TWO-POINT, 4" FILL AND STRAIGHT FRP PIPE RUN BEFORE A CHANCE OF DIRECTION Q � �
<br /> m "ambo c°" '/' APPROXIMATE LOCATION OF B X (n
<br /> UNDERGROUND SERVICE ALERT S E VAPOR REGGGGGGOVERY SUMP. REPLACE EXISTING Of MORE THAN 30 DECREES. i,.s O
<br /> 1 -800-227-2600 ..� (E) VENT PIPING RI SAND IN STAL ADDITIONAL HARDWARE AND FITTINGS o ,^
<br /> For VOddgroune «auag, 2 workmq do fore you dig. AS OUIRED. TYPICAl OF 3 TANKS. REFERENCE SHEET NOTE TO CON A .TOR: I I DRI S A13 CONCRETE SHALL U at
<br /> �1+
<br /> ' TK BE COLORED O. (7.6 POUNDS LAMP BLACK PER "
<br /> 10 CUBIC YARD OF CONCRETE). ALL CONCRETE TANK CIdRS .y //'�
<br /> (E) TANK VEdVI S.S. C. O. 3 INS L NEW 2" VENT1 LINES, SLOPE AT 1/8" (MINIMUM), SHALL BE V W
<br /> l , BAC TANKS. EXTEND AND CONNECT TO EXISTNG VENTO Q Or
<br /> RISERS PIPIN O INSTALL NEW 48" DIAMETER TURBINE SUMP. INSTALL NEW
<br /> TURBINE SUMP COLLAR AS REQUIRED, BY TANK L
<br /> - � • � 1� INSTA EW VEEDER- OOT TLS-350 TANK MONITOR UNIT. MANUFACTURER (SUBCONTRACTOR TO G.C.). TYPICAL OF 3. e co
<br /> _
<br /> ROM NO INSTALL EQUIRED ELECTRICAL POWER AND
<br /> 5 • r II ATA NECTIONS. LO ATE AS DIRECTED BY ARCO FIELD O CONSTRUCT NEW CONCRETE SLAB OVER TANKS AS (�
<br /> R=40.00' BOXVE PLANTER �� o � I 5 GINE i / „ O C O
<br /> REQUIRED BY NEW WORK. SET MANHOLE COVERS 1-1 2
<br /> .- O 11 ABOVE SLAB. SEE DETAIL SHEET TK3-5. 'e'w
<br /> L=33.20' —' '\ 5 C NTRA T R SHALL INS LL TWO (2) 2 HP, VARIABLE
<br /> S ED T (NES. ONE (1 IN 97 OCTANE, UNLEADED TANK O3 INSTALL 3" SINGLE WALL STAGE VAPOR RECOVERY
<br /> U
<br /> ( Q eew CJ I \ 1 AN ONE 1 IN THE A TI IP 87 OCTANE, HEADER FOR "BALANCE" VAPOR RECOVERY SYSTEM. SLOPE LL ,{•
<br /> 4 / $1 ISL.{/ I UN EADE T NK. �l
<br /> / CB _ _ O_� �. 5, C. O. _ ,I! O r�O ^ 2 1 \=- _ I ��'• 5 1 SECTIONS, SHEET MTK 3MU� TO TANKS. SEE DETAILS AND ,r
<br /> / �j[�] L �I _ 8 SD J 1 ® INSTALL TWO, 2' DOUBLE WALL, PRODUCT LINES. LINES 'f0 cd
<br /> C—,Ill,11}"1L'� 1 - BE EQUIPPED WITH LEAK MONITOR IN PIPING SUMP,
<br /> r --t ) —] I �'/ J "' <`; \, ? ' ATTACHED TO TANK LEAK MONITOR WIRED FOR TURBINE GC
<br /> SHUT DOWN. SEE DRAWING TK4-2 FOR WIRING DIAGRAM. _
<br /> [C� -] 1 __�,� SLOPE 1/8-INCH PER FOOT, MINIMUM, TO TANKS. SEE cd
<br /> t I 11 ��r`) DETAIL 10, SHEET TK3-2 FOR TYPICAL PIPING
<br /> II �/ (E) DRY ANNULAR — S. C.
<br /> 0 ARRANGEMENT AT TANK 0
<br /> PIPING SHALL BE INSTALLED PER 0-
<br /> FH ARCO FA L� I I r } MANUFACTURER'S RECOMMENDATIONS. W
<br /> SPACE TO REMAIN, TYP q. ',�} Cd
<br /> OS OD REUSE THREE, 2" VENT LINES. SLOPE 1/8-INCH PER FOOT, ��„ ' -.J
<br /> 569 I (MINIMUM) TO TANKS.
<br /> PLAN TERI 21 9 8 7 1 i . 1821 W
<br /> II 0 © TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF / \
<br /> t I (p 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING
<br /> = I } Q OPENING OR PROPERTY LINE THAT CANBUILT UPON.
<br /> ^� .----'-------- 4 VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH
<br /> UNIFORM FIRE CODE REQUIREMENTS. J^
<br /> (E) CANOPY yam`" 151314 3 ' O CONTRACTOR SHALL PROVIDE AND INSTALL NEW L.L-
<br /> ��`)� SUBMERSIBLE PUMP POWER AND MONITOR CONDUITS AS W
<br /> REQUIRED BY NEW WORK. REFERENCE SHEET TK4-2.
<br /> / INSTALL BALL FLOAT VALVE/EXTRACTOR FITTING ASSEMBLY
<br /> ACCES_ DRIVE �/ / 1 FOR VENT AND STAGE II VAPOR RECOVERY. SEE SHEET Q
<br /> _ ` - i. . 'O TK-2 AND TK3-1.
<br /> _ �E) P.I. C. UNI \ o I LLI
<br /> CEJ ACCESS �. . ` O9 SEE DRAWING TK4-2 FOR MONITORING CONDUIT DETAILS. rI1 z
<br /> TRASH -- r RAMP TYP. OF 2. : �/ . .� / 1 VJ
<br /> ENCLOSURE PROTECT EXISTING INSPECTION/OBSERVATION WELL IN z � Z
<br /> PLACE AS SHOWN. W ._.I �l
<br /> VA 11 INSTALL 2" DIAMETER, DOUBLE WALL, FIBERGLASS, ACTIVE O --�
<br /> O AND INACTIVE SIPHON LINES AS SHOWN ON DETAILS 6, 7 �/�
<br /> 0 18 21 a\ �I•- ` AND 10, SHEET TK3-2. co �R
<br /> \ �
<br /> BACKFILL AND COMPACT TANK EXCAVATION IN Q W Z
<br /> 0- AIRIWA FE ,Vy 19 r I ACCORDANCE WITH ARCO SPECIFICATIONS. PATCH AND/OR z
<br /> UNI Tf h '•/ REPLACE A.C. PAVING TO MATCH EXISTING. Q Q CL r c
<br /> ���, • + + ,. `� I 13 INSTALL NEW 4'x7', STEEL-FORMED, CONCRETE DISPENSER Z E
<br /> S l; ISLAND, TYPICAL OF 4. REFERENCE DETAIL 1, SHEET (� U o
<br /> CAI-i. Q W D a
<br /> INSTALL FOUR (4) WAYNE VISTA SERIES 2/V580, 35"
<br /> Q O W t
<br /> FRAME, MULTI-PRODUCT DISPENSERS, TO BE FITTED WITH
<br /> WITH BALANCE STAGE II HOSES AND NOZZLES, BREAK = Y O "
<br /> AWAY VALVES AND UNDER DISPENSER CONTAINMENT Z rt
<br /> U
<br /> INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND 3M c
<br /> I INTERCOM. SEE DRAWINGS 1K3-3 AND TK3-4 FOR TYPICAL Lo O
<br /> P. U.E. - INSTALLATION DETAILS. SEE DRAWING TK4-1 FOR
<br /> A. C. PAVING `^h ] (2) VAULTS CID �
<br /> (5) PULL BOXES DISPENSER WRING DIAGRAM. START UP BY n-Q
<br /> ` MANUFACTURER'S REPRESENTATIVE. CONTRACTOR TO
<br /> L1 (1) SIGNAL LT. PURGE LINES WITH MINIMUM 200 GALLONS PER HOSE. ANY
<br /> JI xf• , (1) GAS VALVE AIR POCKETS OR START-UP PROBLEMS DUE TO IMPROPER
<br /> [ , INSTALLATION OR INCORRECT WIRING THAT DESTROYS
<br /> SD - SD C1
<br /> SD ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR.
<br /> NOTE THAT PIPING TO THE DISPENSERS MUST ALWAYS BE
<br /> INSTALLED TO THE "B" SIDE OF THE DISPENSER TO N w o
<br /> S.D.M.H. ��� ! ] ENSURE PROPER MOUNTING TO THE UNDER DISPENSER v
<br /> Q CONTAINMENT SUMP. Z tau 61 - x
<br /> I.D./PRICE SIGN Q N z cal
<br /> CB 15 INSTALL DISPENSER SUMP MONITORS, TYPICAL OF 4. �+ 2
<br /> aWm
<br /> ° � `o°
<br /> /R=20.00' 16 INSTALL NEW ISLAND BUMPER POST, TYPICAL OF 4. SEE ® o U
<br /> YD. LIGHT PLANTER L= 3.20' DETAIL 6, SHEET CA1-1. a J a
<br /> AY PHONE TYP. 7 CONTRACTOR SHALL PROVIDE AND INSTALL (2) 3/4"0 °'d 0
<br /> -- I CONDUITS, NTH CONDUCTORS, TO EXISTING P.I.C. UNITS,
<br /> VAULT TYPICAL OF 2. EXTEND CONDUITS AND COMPLETE
<br /> CABLE PL= 164.25'
<br /> CONNECTIONS AT CASHIER'S STATION.
<br /> CONC. DRIVEWAY
<br /> mos er release ate
<br /> - VAUL T -- VAUL T
<br /> N0. DATE REVISIONS PROJECT RELEASE proj. axe, drawn by
<br /> CONC. SIDEWALK, CURB & GUTTER — -- - - ----
<br /> s to/oo dw-
<br /> PERMIT
<br /> - - - - - Hammer
<br /> _ Hammer Lane
<br /> - Project / facility -
<br /> GRAPHIC SCALE °1D 5569
<br /> o CONST. sheet/ file
<br /> - TK-1
<br /> ( IN FEET) AS-BUILT of
<br /> I Inch - 10 feet
<br /> "R ::.:d ti ,1t1;"ELF .FRSE/5°d3i. 5G3TK-i.01'M
<br />
|