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YD. <br />o S <br />O <br />:k <br />I W <br />tsq.s 1 ' <br />x <br />30 .o <br />L �� i F�CIGiT. <br />p� IG-QpUNp WATER I '-(ZEGIFARG6 PITS <br />mom^ � �•\ EXI�iT: PONn <br />IN Cr <br />° GRouND <br />CTYP� <br />r, <br />NOS 3c�voG <br />CONST, j?ETENTIDN Pahst N PSR DRAW 1 N G D -2Q- <br />I-.. <br />-- FINIGiH GP�•DE / � V \ <br />RIP -KAP <br />SwAI£ <br />- Co <br />gymv <br />' 90' 4}3s.00 I <br />GoN�T. a <br />O-ENTE2- LINE MOND MP -NT �- <br />I � PE2 D¢AW1NCr R. -2Q1 <br />7,xcc) <br />Y I- EXI�i- STR.�T SECCION <br />FIRE DEPT. CONNECTION ON 4/' W q AJI AC, <br />2" DP,L CHec� yALv� m 6" APS WILCOX <br />W/ -L" WATm-=¢ s�tzvlc mE � 9' A5 e> <F <br />it <br />.�L7,p •ho •43 <br />4,0 <br />3} q.-- --- ---' <br />-MIS sH P r <br />�u <br />00, <br />Vk <br />— <br />1=1RE. HVDRAtNT q,- GATE VALVE <br />SI -ow oti-F <br />Q - 2-17 U S0' IZ" <br />' t_ = 4� • 42' <br />19 APPROVED 19 <br />`- R= S�Op <br />Q=4-00 �f'bCo 11 <br />L= 42. meq' <br />YzLC� Gr -t- <br />= Sl. ice' <br />MH <br />RtM A2 (LEQ'O. <br />-7 <br />2- s' Iv' stems w Pwc,-s <br />EX\ST. WATETZ UNE (FY OTHE.Qh� <br />uj <br />(L <br />CEtiTvly- LINA ST2IPING To CONFOetvl <br />TO CAL -TRANS STAHDA12fD PLAN A'LO-A <br />DETAIL- 2 <br />z� <br />30� ID Tv PIF- 60N4;iTvf�-4GTED <br />1. F't <br />��F-X1e�;-I> .12" RT_. WATF-P- <br />LINE F�. @ CIZQSSING- = 21.3 <br />coHST rye- o2awING- w --r <br />PIPELINE CROSSING DETAIL <br />1'�= 3' <br />C�iNCzP� 4r1 CyQlTECZ- PE.'V- <br />/ V \ <br />r � <br />/ J <br />o C x <br />V V <br />6 v \ <br />U J <br />0 0 <br />V <br />I \i �✓ LJ � <br />X\�iT I I FA14T= &A -F E <br />�✓TrLEET <br />�c� tIr x 7 .r x <br />q-8"yTorL-M <br />MATc.H EXIc�. <br />ROAD <br />STORM RETENTION BASIN IMPROVEMENT DETAIL <br />SCAI_E <br />�apNCE II 'fir, <br />pyc <br />oG <br />- . <br />NO. 14.269 <br />�I <br />I <br />i7 <br />r� <br />o <br />9 <br />I <br />W <br />rl <br />�4) <br />0 <br />h- <br />EXleoTIHG- <br />poHt> <br />mom^ � �•\ EXI�iT: PONn <br />IN Cr <br />° GRouND <br />CTYP� <br />r, <br />NOS 3c�voG <br />CONST, j?ETENTIDN Pahst N PSR DRAW 1 N G D -2Q- <br />I-.. <br />-- FINIGiH GP�•DE / � V \ <br />RIP -KAP <br />SwAI£ <br />- Co <br />gymv <br />' 90' 4}3s.00 I <br />GoN�T. a <br />O-ENTE2- LINE MOND MP -NT �- <br />I � PE2 D¢AW1NCr R. -2Q1 <br />7,xcc) <br />Y I- EXI�i- STR.�T SECCION <br />FIRE DEPT. CONNECTION ON 4/' W q AJI AC, <br />2" DP,L CHec� yALv� m 6" APS WILCOX <br />W/ -L" WATm-=¢ s�tzvlc mE � 9' A5 e> <F <br />it <br />.�L7,p •ho •43 <br />4,0 <br />3} q.-- --- ---' <br />-MIS sH P r <br />�u <br />00, <br />Vk <br />— <br />1=1RE. HVDRAtNT q,- GATE VALVE <br />SI -ow oti-F <br />Q - 2-17 U S0' IZ" <br />' t_ = 4� • 42' <br />19 APPROVED 19 <br />`- R= S�Op <br />Q=4-00 �f'bCo 11 <br />L= 42. meq' <br />YzLC� Gr -t- <br />= Sl. ice' <br />MH <br />RtM A2 (LEQ'O. <br />-7 <br />2- s' Iv' stems w Pwc,-s <br />EX\ST. WATETZ UNE (FY OTHE.Qh� <br />uj <br />(L <br />CEtiTvly- LINA ST2IPING To CONFOetvl <br />TO CAL -TRANS STAHDA12fD PLAN A'LO-A <br />DETAIL- 2 <br />z� <br />30� ID Tv PIF- 60N4;iTvf�-4GTED <br />1. F't <br />��F-X1e�;-I> .12" RT_. WATF-P- <br />LINE F�. @ CIZQSSING- = 21.3 <br />coHST rye- o2awING- w --r <br />PIPELINE CROSSING DETAIL <br />1'�= 3' <br />C�iNCzP� 4r1 CyQlTECZ- PE.'V- <br />/ V \ <br />r � <br />/ J <br />o C x <br />V V <br />6 v \ <br />U J <br />0 0 <br />V <br />I \i �✓ LJ � <br />X\�iT I I FA14T= &A -F E <br />�✓TrLEET <br />�c� tIr x 7 .r x <br />q-8"yTorL-M <br />MATc.H EXIc�. <br />ROAD <br />STORM RETENTION BASIN IMPROVEMENT DETAIL <br />SCAI_E <br />�apNCE II 'fir, <br />pyc <br />oG <br />- . <br />NO. 14.269 <br />EXPI2ES <br />3 - 31-93 <br />r�CtV1L WE' <br />RECORD DRAWING <br />8-31-43 <br />FIRL- <br />NyopgNT <br />i30R I N G TA KEN TO EL Y - 5.00 <br />ly o &-oUHD WATT=2 �N cO JN TE2CY� <br />REVISIONS JOB. NO. 2649 q $, K RAILROAD MATERIALS, AN JOAOUIN COUNTY, <br />NO. DESCRIPTION DATE BY I1 WONG ENGINEERS, INC. DATE JULY 1992 INC.. CALIFORNIA <br />1 RE\AISIOt-Fs PECZ S•J. co. 8-19�i PLANNING • ENGINEERING SURVEYING SCALE HORIZ AS SHOWN <br />IL AS FSu1L-rs 81993 �+ STOCKTON, CALIFORNIA SCALE VERT STORM RETENTION BASIN IMPROVEMENT PLANS <br />DRAWN <br />R.C.E. NO. 14269 DESIGN WE AND WILCOX ROAD IMPROVEMENT PLANS <br />CHECK <br />SHEET <br />3 <br />OF .5 <br />FILE <br />