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LEX <br /> COFFROTH <br /> or <br /> �c <br /> ASSOC . <br /> Z_ J w <br /> MANHOLE I <br /> ___ _ ARCHITECTS & <br /> w <br /> L x Zla S'-tf S'-d <br /> ��x -. o_ <br /> �ll *1 ��l��l����ggqqqqlllIIo5'-U' ,-__ AOOI110NA1 -- ADDITIONAL i <br /> 1< ADDITIONAL REINFORCEMENT REINFORCEMENT PLANNERS <br /> •L Y REINFORCEMENT Z <br /> I ilI 12'-0LJ <br /> i <br /> z >L --)I <br /> LN.r ,' 2115 J STREET, SUITE 213 <br /> 0 <br /> al ( SACRAMENTO, CA 95816 <br /> r - - Tr7s" Tr'�-r- �. --�-v — -�-- 1----1 - = <br /> r��- 916.443.2560 <br /> _III - I I -�-� FAX 916.448.6583 <br /> III--I I I I t # full © 1995 LEX COFFROTH & ASSOCIATES <br /> III:— I I PLANS MAY NOT DE REVISED. COPIED, OR <br /> CONCRETE TANK SLAB SECTION REUSED WITHOUT PRIOR WRITTEN PERMISSION <br /> OF LEX COFFROTH, ARCHITECT.- <br /> SCALE: 1 '_�— EACH WAY. <br /> 18' O.C. - <br /> aMClyi <br /> 5 N 3 2 Q <br /> � NFiI J0. 190] 2 <br /> I I TL 3 I 9sF Olt aP <br /> YARD SURFACE 14 OARS O 18' O.C. I 3' CLEAR (TYPICAL) OF CA0 <br /> EAC14 WAY. <br /> -/4 BAR O 18' O.C. <br /> __ � EACH 'WAY• <br /> i -_. n - - ._. - - - - - - - ti_ <br /> 1111,— �1iL _� _ — - - - - - - — _ _ _ _-- — 6 SLAB REINFORCING DETAIL <br /> - -_ SGV..C:11'••1'-Ur-� <br /> '.t- . '�hstlhl SECURED - _ - -'38' 1 MANHOLE <br /> iT3 �� __ I-Itlll I;T IT�l <br /> -I-I- <br /> 38' MUltl-PORT --� -- ' _-- --- - — K =-- _— <br /> MANHOLE -- ---Ex IRA FULL LENGTH <br /> - BAR TO COMPENSATE <br /> .V FOR INTERRUPTED DAR -TOOLED TO 1/4' <br /> Q SLAB EDCac DETAIL 5 - - - -- - - -- -- — -- - — N- -- - - - - -- - _ - (nrlcnL) -1/4' DIRT v 140T U <br /> IN _ <br /> INSEKi IS I+01 USED - <br /> _ _ 1 1/1' CrR 1/4 SAO DEPTH <br /> ) <br /> FILL W11H 502A24T <br /> CONTINUES <br /> ACROSS <br /> AC <br /> ar y}- ROSRJOC CO <br /> 3' Ctl,H (TYPICAL)--_- �I 1 ITI�1 I �- II I Ikf705S JOlrli i <br /> JOINT -CONCRETE TANK SLABJOINTSEALER -------- \ / , <br /> 1/Y EXPANSION JOINT FILLER- ` /4 DMS O 18' O.C. v - - REVISIONS <br /> CONCRETE YARD T---�-�SURFACE- EACH WAY. LC <br /> - - �-� a' Il11CK CONCAEIE-� ..• - _ _ __ - _ -.__ _ _- � - <br /> b o4 6 ` Y TANK SLAB, 5 -- ' -- --- _ — - - -� -- - — -- -- — — 7 TOOLED CONTROL JOiNT _ DEVELOPER : <br /> - - (/TL3 <br /> 2-!D DART, a'-o' LG, <br /> AGCREGIE-, - - EA. SIDE OF MANHOLE <br /> COMPACTED i �. I i-` ` — - -- -- + - -- -- - �- _,_ - — - _---_.—__— K E N PAIGE I. <br /> i . I I _ 1 i _ I < 1 I . I _ I i It <br /> SUIFGRADE t4 DAR HOOP TIED 1'1111 ITI - -- — 2_�g BMS, EA. SIDE OF <br /> TO SURROUNDING BARS. -- -- - �'-� 1- - -- -I- MANHOLE 236 N . HAM LANE <br /> - -- - I 1'-1- - -�.7 NI- I 1- -I ------ <br /> l_ (TYP.) ------------^- - 1 -I � I '"I � �' ITI_ �-_ ___. - _- _ __1/N' SiANLESS S1EEl. i. <br /> 1/1'.24' SMOOTH DOWELS � __ - ___ _ _ _I I _ - - _ COUNTERSINK P UUPS <br /> O Iii O.C. W/HALF GREASED, '- - - Ft-- <br /> 'S1iF.RE OCWR.5.(!AUS1 BE .� L 1 T <br /> HEAD, M,�HINE SCREW LUDI CALIF. 95240 <br /> [� t D E 'j CREASED TO ALLOW EXPANSION) <br /> SLAC) CaJGL DETAIL API COLGOED R MARKERS <br /> - -- - - -- ' I -- - --- -- -- - -------AYH COLORED REFLECTOR PH: (209 334-2241 <br /> .n--- IDEN1\1ilCA llOtN MAKERS (TYY.,) I I <br /> AL1_ CONGItEtE Yf1RU SGLE: 1 I'-lT _ - v ^� � ---n+HFjOCU St Vfi tU EX1Er+0 <br /> 5/IT' BLtUND REFLECTOR <br /> �JJ --= 2'-0MBH. (TYPICAL) <br /> ~_-- •- -~•--- ' -TL3 I �O=-�--- - - -- - - -- - - � --1//' SAA, SUJr1LE5S STEEL <br /> _ -- —'--- LE — CONCRETE uNSK LAKEWOOD CHEVRON <br /> Q. <br /> MANHOLE QMAIHCLE .I . -COrN:NEIE FMK <br /> p 5 "�° `Q"'N SLAB <br /> SERVICE STATION <br /> — NONE: USE OF INNS DGtf11RGL :CUNT of; i•_O•/ 1'�U' 1'-10' `! � ' <br /> SEALANT: _ __ 11T;01AL3 FOOD MART/CARWASH <br /> EOUA: SUBMIT PROPOSED AIERNATE TYp .10 CHE�'IRON ENC!NEEH FCti APPRWAL 1"tTr <br /> BURKE 1314 <br /> OR EWAL <br /> REFLECTOR MOUNT DE_rAl1_ 236 N . HAM LANE <br /> 4, CROOYIEC SC�L�: NONE LODI, CALIF. 95240 <br /> 1 CONCRETE SLAB & REINFORCING PLAN _ <br /> f • �-REIt+FCW(:tNO <br /> SCALE: <br /> A• - - • CCW Iry S t1 EACROSSJOINT TANK BC LINE <br /> ACRD <br /> i <br /> 11 II GENERAL NOTES: <br /> — ---- — ---- D ETA I L S <br /> S1EEI. STAKES AT ALL TANK AND LINE INSTALLATIONS SHALL BE <br /> KE'TEO KOLO 1. ALL COVENS, WKE1S, AND STEALS 10 OE IN PUCE AND WATER TIGHr. PERFORMED BY A LICENSED C61 -040 CONTRACTOR. <br /> Kf YEI UI IT 2. CONCRETE SUAD SHALL RAYS A HEAVY BROOM FINISH. THESE PLANS ARE DIAGRAMATIC IN NATURE AND <br /> J. CONCRETE SLAB 10 BE SEALED. <br /> sc _ETiA€ ARE NOT INTENDED 'TO BE AN EXACT REPRESENTATION AS NOTED <br /> "-'--'-- -' 4. UPPER STEEL REDAR SHALL BE SUPPORiCO BY C CHARS (DOGE). OF THE FINAL PRODUCT. THESE PLANS SHALL BE DRAWING �{ <br /> 5, API COLORED REFLECTORS SHALL BE INSTALLED Al THE FILL END MANHOLE PERIMETER. USED BY THE CONTRACTOR AS AN AID ONLY. 95-0804 <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR THE <br /> COMPLETE INSTALLATION OF TANKS, PIPES, AND PROD # <br /> ALL EQUIPMENT ASSOCIATED WITH SCOPE OF WORK. <br /> M3 <br /> 12/20/95 <br /> >a <br />