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NOTE DIRECTIONAL ARROW GRAPHIC SCALE <br /> ALL MANIFOLDS SHOULD HAVE <br /> ELBOWS SO THAT TIGHTENING <br /> OF UNIONS DOES NOT PULL <br /> VENT RISERS UP. <br /> 11-0, VENT <br /> COL. GE MPD DRAIN i/7 <br /> CHECK AVE <br /> k MPD <br /> 7 —O" <br /> 7-_0" ISLAND <br /> zt•_e" t ISLAND ell DRAIN " B" <br /> 8„ 20'-t0 5 10 15 <br /> 25'-0" I <br /> I LOW POINT <br /> ILDING <br /> EXISTING BUMANUAL DRAIN <br /> P.L. 144.65' <br /> DR "A' VICINITY MAP NO SCALE <br /> I ° SII <br /> JI II <br /> � 1 <br /> HIRT UNIT <br /> PROVIDE DRAIN <br /> •A" DR "B" E <br /> TO <br /> -�DOWN SLOPE UP 4HARNEYLN.TYR. <br /> STAND <br /> . a <br /> e a � <br /> "I' ° . • SWING JOINT. �j'" REFER TO HIRT INSTALLATION <br /> TYPICAL �ym MANUAL FOR CASE APPLICATIONS p <br /> — a _ 9 VENT RISER MANIFOLD DETAILS z <br /> G r I NO SCALE <br /> I w ° ❑ a . _ N KETT <br /> fl INSTALL 2-NEW 2"0 DOUBLE WALL FIBERGLASS CURRENT SENSING RELAY. HIRT P N <br /> :PRODUCT LINES W/3"0 SECONDARY CONTAINMENT ¢ 7 / <br /> O S YU '& 1-3"0 SINGLE WALL VAPOR RECOVERY LINE 'i R-18161-01 OR EOUNALENT o <br /> tJ o +U (CONNECT V.R. LINE TO UNLEADED TANK) SLOPE <br /> 1 gN S I ..:ALL LINES 1/4" PER FOOT MIN. BACK TO TANKS ' �, H07 CONDUC1Eft ( p 1 LEAD, USUALLY J <br /> o z '�'a 4' . I PRODUCT EFROM PUMP. ALLCWIRES°LINE MUST GO <br /> I N M I <br /> THROUGH THE HOLE IN THE SAME <br /> ( Ie m DIRECTION (TO AVOID SIGNAL <br /> W ® I I m z CANCELLATION). <br /> 'o I 1 INSTALL NEW HIRT <br /> I I ° _ DRAIN CHECK VALVE N ONE PASS THROUGH FOR 115V PRODUCT <br /> I ❑e I K PUMP MOTOR. TWO PASSES (LOOPS) <br /> J ❑ - I w FOR 22GV PRODUCT PUMP MOTOR, <br /> 1 — — UNDERGROUND PIPING GENERAL NOTES <br /> Q, NEW HIRT <br /> 0 1 I PROCCESING UNIT TO Ot <br /> _ 1. ULTRAMAR SERVICE STATION SPECIFICATIONS ARE TO BE <br /> TO® FOLLOWED FOR ALL WORK PERFORMED AT THIS SITE. <br /> INSTALL 1-NEW 2"0 CURRENT SENSING RELAY WIRING DETAIL NO SCALE 2, ALL WORK, INCLUDING PLUMBING AND ELECTRICAL, SHALL <br /> a SINGLE WALL VAPOR BE PERFORMED IN ACCORDANCE WITH LOCAL ADOPTED <br /> 5 } U a I LINE & CONNECTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. ALL <br /> , ; ACCORDING TO HIRT AS DIRECTED'BY COMPANY REPRESENTATIVE. <br /> UNIT SPECS. <br /> _ 2'm VAPOR RETURN 3. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS <br /> z N OX I _ - " I : LINE FROM'COLLEC- <br /> W I < wg O ❑ ' I TION UNIT TO AT THE SITE. NOTIFY COMPANY REPRESENTATIVE OF ANY <br /> a zw ❑ °°� a ° II O o -----' 11 UNLEADED VENT LINE DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMATION <br /> I z — I - SHOWN ON DRAWINGS, PRIOR TO COMMENCING WORK. <br /> c' oU i ° ® 1 1 ' „� J 1 CONNECT 2-NEW 2" BLACK PIPE <br /> ' I = _ - �• J ' INSTALL NEW RISERS TO NEW VENT LINES, 4. ALL BACKFILL OF UTILITY TRENCHES TO BE CLEAN WASHED <br /> PV VALVE EXTEND ABOVE WALL & SAND. <br /> MANIFOLD TO NEW HIRT UNIT <br /> F3TI J <br /> w H w u L S. ALL EXISTING UNDERGROUND PIPING & PLUMBING LINES <br /> INSTALL 2-NEW 14,000 GALLON TO BE FIELD VERIFIED FOR EXACT DEPTH & LOCATION <br /> I ° DOUBLE-WALL 51EEL/FIBERGLASS b o_ 2-NEW Z" SINGLE WALL FIBERGLASS VENT <br /> `o o z FlLLS PRIOR TO TRENCHING. <br /> TRUSCC" UNDERGROUND STORAGE a_ � . LINES (CONNECT TO NEW TANKS & EXTEND w CL OF <br /> +1 o M TANKS w/8" REINFORCED CONC. SLAB TO NEW RISERS) SLOPE NEW LINES 1/4" o r <br /> I I a PER F007 BACK TO TANKS b 0 6, ALL NEW PIPING RUNS ARE SHOWN DIAGRAMMATICALLY AND MAY <br /> ° BE ALTERED TO SUIT FIELD CONDITIONS. (VERIFY w/ OWNER) <br /> w <br /> INSTALL NEW e" RELIVE. SAWCUT & PATCH EXISTING ¢� 7. CONTRACTOR SHALL PROVIDE A COMPLETE FUNCTIONING FUEL <br /> I CONCRETE SLAB W a BARS ° FA/COR PAVING n5 REQUIRED '"o DISPENCING SYSTEM MEETING THE LETTER AND INTENT OF THESE <br /> 2n OC. EACH wnv _ OR NEW PIPING ( 'P.) i <br /> ° w� PLANS AND SPECIFICATIONS. <br /> - zo <br /> a <br /> s N <br /> — — — — P.L. 144.50' LEGEND <br /> AL <br /> I NEW U.G. FIBERGLASS PRODUCT LINES <br /> I - — — NEW U.G. FIBERGLASS VENT/VAPOR LINES <br /> S SUPREME <br /> 3'-0" 3'-0" y-3'-0" TRANSITION + UNLEADED PLUS <br /> 23'-0" E%IST. 24'-0" CONC. DRIVEWAY 26'-0" .{.. EXIST. 24'-0" CONC. DRIVEWAY / 26'-0• SECTION <br /> I <br /> U UNLEADED <br /> OF FILLS OF FILLS I V.R. VAPOR RETURN 71'-9'• J: NEV�TANK LAYOUT DIMENSION <br /> 10'-0" <br /> NEW CONCRh TE <br /> SOUTH LEE AVENUE _ _ _ _ _ _ _ 0 NEW A/C PAVING <br /> DRAWING ISSUED FOR DATE APPROVEDME ULTRMR REVISIONS <br /> JL <br /> ULTRAMAR ENGINEER NO. DATE BY COMMENTS <br /> 1 <br /> 0229g7, J.C. REVISED CONCRETE SLAB AREA umtramar <br /> 2 S.T. NOTE REVISIONS NCL. <br /> STEEL FABRICATOR 3 J.P. GENERAL REVISION PER MARK—UP 525 WEST THIRD STREET, HAN FORD, CALIFORNIA 93230 <br /> NAME:— <br /> PLANNING PROPOSED PROPOSED PIPING PLAN <br /> PERMIT <br /> PLANS PREPARED BY: 401 W. KETTLEMAN LN. & SOUTH LEE <br /> RID CONTRACT DOCUMENT <br /> CONTRACTOR TO CONTACT NOT FOR CONSTRUCTION A & S ENGINEERING LODI, CALIFORNIA_ <br /> o UNDERGROUND SERVICE ALERT CONSTRUCTION PLANNING ENGINEERING CONSTRUCTION MANAGEMENT SALE: 1 "= 10'-0" <br /> 1 -800-422-4133 DG NOT USE FOR CONSTS.S. 513 <br /> CALL USA/SC UNLESS BOTH SIG. ARE IN HAND 207 WEST ALAMEDA AVENUE SUITE 203 DATE: 6/30/97 <br /> J BURBANK, CALIFORNIA 91502 <br /> FOR UNDERGROUND LOCATING RECORD oRAwmc DWN. BY: J. CARMONA DRAWING PP- 1 <br /> x 2 WORKING DAYS BEFORE YOU DIG PHONE: 818-842-3644 FAX: 818-842-3760 <br /> CHKD. BY: <br />