Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
0 <br /> a <br /> a <br /> a <br /> SCOPE OF WORK <br /> O BREAKOUT AND REMOVE CONCRETE AND/OR ASPHALT AS REWIRED. EXCAVATE DOWN TO TANK TOP. <br /> O FURNISH AND INSTALL NEW TANK SUMP FITTINGS FOR NEW DOUBLE WALL FIBERGLASS PRODUCT PIPING AND a <br /> — — — — — — — — — — — — � EXISTING VENT PIPING. <br /> �3 FURNISH AND INSTALL (1) NEW UNDER DISPENSER CONTAINMENT SUMP AND (1) ONE NEW DISPENSER SUMP <br /> SENSOR. <br /> Vl <br /> 0 <br /> REMOVE EXISTING UNDERGROUND PRODUCT PIPING, o <br /> y <br /> O5 FURNISH AND INSTALL NEW DOUBLE WALL FIBERGLASS PRODUCT PIPING FOR THE DIESEL SYSTEM. o W <br /> © FURNISH AND INSTALL NEW ELECTRICAL CONDUITS FROM DISPENSER TO TANK SUMP AS REQUIRED. 5 <br /> �7 CONNECT NEW DISPENSER SUMP PROBE TO EXISTING TLS-300C TANK MONITORING SYSTEM. PROVIDE WRING <br /> \ WITHIN EXISTING CONDUIT AND PROVIDE SYSTEM MODIFICATION FOR ADDITIONAL SENSOR. <br /> \ EXISTING OVERFILL ALARM AND ACKNOWLEGEMENT SWITCH TO REMAIN. <br /> �-A BACKFILL WITH EXISTING PEA GRAVEL REPLACE CONCRETE AND/OR ASPHALT AS REQUIRED TO MATCH <br /> 9 EXISTING. DOWEL NEW SLAB TO EXISTING WITH #5 DOWEL AT 12" O.C.. <br /> y 10 PROVIDE ENVIRONMENTAL SAMPLING, ANALYSIS, AND REPORT. z <br /> i <br /> 11 PERFORM PIPING, DISPENSER SUMP AND CONTAINMENT SUMP TESTING AS REQUIRED BY SAN JOAQUIN COUNTY - <br /> p HEALTH DEPARTMENT. p5E <br /> OP <br /> No its: <br /> a <br /> DISTRIBUTION CENTER O <br /> BUILDING AL" UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS AND ❑`$ MM c ., -_ <br /> �-. SHALL BE COVERED WITH A FIBERGLASS CAP (HAT) INSTALLED IN ACCORDANCE WITH <br /> ny NANUFACTURER'S SPECIFICATIONS UTILIZING WET RESIN. <br /> '. ALL VERTICAL RISER THREADS SHALL BE WRAPPED IN FIBERGLASS 3" MINIMUM <br /> ABOVE EXPOSED THREADS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Z se3� <br /> = aa=§ <br /> ALL CONTAINMENT BOX ASSEMBLIES SHALL BE FIBERGLASSED TO TANK RING AND �Q Els% <br /> dE CAPABLE OF WITHSTANDING HYDROSTATIC TESTING. W • '=ds <br /> t. YELECTRIC UNIONS TO BE USED ON ALL UNDERGROUND CONDUITS. ~`¢' E <br /> Qo SEr <br /> 1. ALL CONDUITS TO HAVE SEAL-OFFS PER LATEST EDITION OF THE NATIONAL oa 8 <br /> :LECTRIC CODE. ALL J-BOXES TO BE EXPLOSION PROOF, KILLARK #GRSS-2 OR <br /> .'ROUS -HIND A RI q U)N sgo <br /> �. ALL CONDUIT AND PIPING PENETRATIONS OF THE SUMP BOXES TO BE SEALED BY Q a$sz <br /> HE APPROPRIATE SIZE ENVIRON FLEXIBLE ENTRY BO015. <br /> �c ) " <br /> .,SE CABLE CONNECTOR FITTINGS (CROUSE-HIND$� OR APPROVED EQUAL) AT <br /> < _'a <br /> !- o Ss-� <br /> MONITOR AND LEVEL GAUGE CABLE CONNECTIONS TO J-BOXES AND PIPE FITTINGS IN Q o 4 sE <br /> ;UMP BOXES. <br /> J. _'ONDUITS TO BE 3/4" GALVANIZED RIGID STEEL WHEN OUTSIDE ABOVEGROUND, <br /> ,/4' EMT WHEN INSIDE ABOVEGROUND, 3/4" PVC WHEN UNDERGROUND AND 3/4' <br /> 'VC COATED RIGID STEEL WHEN TRANSITION FROM UNDERGROUND TO ABOVEGROUND. <br /> a. ALL PRIMARY STEEL PIPING AND FITTINGS INSIDE SUMP BOXES TO BE BLACK IRON <br /> ;Ch. 40 PIPE WITH 150# MALLEABLE IRON FITTINGS. <br /> \ U. ALL CONCRETE TO BE 6 SACK MIX, 2000 PSI (MINIMUM) AT 28 DAYS. W <br /> / —Q7TTTTTTW 111111111111 1 _/ / IR ILL MANHOLES MUST BE LIQUID TIGHT, SECURABLE AND RATED FOR H-20 H <br /> Z <br /> RAFFIC LOADS. W <br /> NSTALL METAL PRODUCT IDENTIFICATION AND QUANTITY TAGS IN FILL BOXES, <br /> U <br /> EXISTING TANK TO BE UPGRADED ARMY COURT ATTACHED TO RISER. � o <br /> SEE DETAIL BELOW 8 <br /> N N <br /> d Mr� °° >> <br /> SITE PLAN ~ >-N "—' <br /> SCALE: 1"=60'—O" N Oma~ t3 �Y <br /> �C U <br /> Z y <br /> O <br /> U <br /> O <br /> 10 9 1 11 2 N <br /> 5 4 <br /> EXISTING TANK --- --- — _L l EXISTING SPILL CONTAINMENT F <br /> \\\\ I / MANHOLE TO REMAIN ARYIL�Q U le! <br /> TO REMAIN = e <br /> IPJ— I 90R E WEBER AVE 7NniD FLOOR <br /> I / SiOCriTON rn 91202 <br /> O <br /> EXISTING SLAB (�Ob, �`o v L� I I I I <br /> EXISTING SLAB / TO REMAIN <br /> r Mr <br /> TO REMAIN �► I/ / u.__ qes M $3 <br /> '.Jpproved: Se., Eemalh O <br /> - - -- - - - - -- -- — J --- - <br /> - -- - - --- <br /> � :proval extends only to that which is shown and described ,� � Z z z <br /> __ �'----- .reon and does not authatze or approve arty omission or �+ <br /> .viation from requirements of state laws or local ordinances o o n ¢o om <br /> 6 3 I 6 <br /> 11 SEAL- <br /> UNAU I hQHI,tJ ,r,.ANuLt ) <br /> THE ENGINEER PREPARING THESE PLANS WILL NO L <br /> o LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESL PLANS ALLCHANCES hIJ h4AnmG IS BASED ON THE BEST <br /> PREPARERTOF THEPLANS ESE PLANS.ST BE IN WRITING AND MUST BE APPROVED BY HE NFORMATION AVAILABLE AT THE TIME OF <br /> CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE KITH GENERALLY DESIGN AND IS TO BE FOLLOWED A CLOSE AS SHEET NO: <br /> ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 'OSSIBLE, DUE TO THE FACT THAT THE UST <br /> iEQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SHOWN HEREON IS EXISTING, FIELD ��''11 <br /> CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING CONDITIONS MAY REQUIRE MODIFICATION TO 1 1100SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL RE VV <br /> MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING THE DESIGN. NOTIFY THE ENGINEER OF ANY <br /> -TOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, DIFFERENCES PRIOR TO PERFORMANCE OF <br /> PIPING PLAN NDEMNiFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL WORK. SHEET OF <br /> JABILITY, REAL OR ALLEGED, IN CONNECTION AWTH THE PERFORMANCES OF WORK <br /> SCALE: 1/4"=1'-0" JN THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF <br /> DESIGN PROFESSIONAL. SCALE: AS NOTED <br />