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48 48 <br />Top of Curp See Sheet No 3 <br />Centerline (Exist) <br />46 Edge of Pavement (Exist) North 46. <br />Fage of Pavement (Exist) south <br />FLOrvlrne Ditch (Exist) <br />L .. <br />W <br />o WXZ <br />44 U a -U 44 <br />- E <br />� <br />m In '� <br />aq) o` -t e r�mo <br />M m m't,oaD - - <br />+I � %P Lr� o m- an d <br />42 M000 +++ „ w <br />md+ N NF 42 <br />W M ao V <br />NN NF'- <br />40 0.38r. if 40 <br />36 <br />GI.200 S.D. <br />o 25 See General Notes <br />c &= <br />36 I m 7° 3565 36 <br />Uja <br />w <br />x= / <br />34 Fx/st 8�'water I v 34 <br />t ' � <br />�XlSt t2"SS � ° � <br />32 Cx 31.66 t _ ©.!©i ± 32. <br />U <br />"O <br />`Zo+i ccor\ N� See Sheet No.3 <br />O� + °Dco <br />00 .o <br />�w W v►- <br />27♦00 <br />28#00 29+00 <br />f� WOODBRIDGE Wv' 50 3� ROAD <br />rLw-u'� <br />Z o <br />C6 Q 25' Co W <br />�W; 1 a au <br />1c®mcLn'd I dew3 •0'n;n �o IZ' 6� I cn 3 0 42 <br />+++ I z OLS�MN �+ II See Sheet No. 3N 0' N I-cstr,cted Access / Z <br />EX,st5'PU.E. � D <br />c" 0' P.U.E. ' N 10'P.uE J <br />CO <br />4 � <br />b ee Note Below 0e- „w c <br />s.\ �e <br />en — — 3 "Gas — — — bec'e ^bee cV eyry F I e cV °0 <br />fV_..�_._._ <br />x,StEdge. _. of Povemt. t_. _. Oma.—. <br />a A p E <br />2 7gry6. 2 eU W <br />_, _ <br />N — 12 SS Exist Edge of Pavement <br />0 6°C -0s ------i <br />"t-- Flowline of Ditch-" �0 e,c <br />4 � <br />IrLU -0 CD <br />F - <br />LD <br />o 2 Q <br />0 0 >,131 <br />cS <br />w j Q Q <br />M 0 F�'i U O W3 U0'a—] <br />i <br />p a cD t x 19 <br />0) � z N a <br />'t 3�t (n W 3 O U O 0 <br />G O t^ 4� O _J O 4- U OD <br />L Q > �d NOS N� V O �U <br />O 0)o �-5 o= 4aoo c d o� <br />N p �C O o *OD O O <br />o+$ E o + + �, N �, <br />'L, m 0, <br />46 <br />u <br />X0_3 <br />y <br />44.0± <br />U1 <br />Exist Ground @ it of Pipe — <br />42 <br />Future Levee <br />NOTE : Existing hole in this <br />area not shown <br />for clarity <br />1,5t <br />100yr Flood <br />n <br />�°5 <br />36 <br />s=0.0032nv� &f i <br />= <br />34 <br />4.0 <br />24"SD <br />32°'oo" <br />Scale: Horizontal, I"= <br />301 ; <br />i <br />26 <br />Ve rtica I <br />24 <br />to 907. R.C, <br />2 <br />22 <br />SI <br />NO" <br />'"bATE <br />REVISIONS <br />BY <br />DESIGN DRAWN BY <br />APPROVED BY: <br />� o <br />18 <br />Inv3l,2� <br />we <br />TP <br />o h <br />19 <br />I6 <br />(/n le 4,r 16e,, %V <br />TFC <br />, <br />NAND OROUT ALL Y01P5 <br />2 4, <br />T',,o <br />YkOTTED04Y 00F' <br />SAN UIN COIRJIY DIRECTOR OF PUBLIC WORKS <br />@ FACf OT TRENCl/ <br />/96u'B G -2-8d <br />R.C.E. DATE <br />46 <br />446 <br />44.0± <br />44 <br />Exist Ground @ it of Pipe — <br />42 <br />Future Levee <br />40 <br />�6 <br />44 <br />1,5t <br />100yr Flood <br />n <br />�°5 <br />36 <br />s=0.0032nv� &f i <br />= <br />34 <br />4.0 <br />24"SD <br />32°'oo" <br />3n <br />i <br />26 <br />36 <br />24 <br />to 907. R.C, <br />2 <br />22 <br />SI <br />� <br />20 <br />01 <br />clw <br />tpn <br />oua, <br />ELfV 34.7 <br />Siv <br />� o <br />18 <br />Inv3l,2� <br />Q <br />0 CL <br />o h <br />-0 <br />I6 <br />+ <br />Neff <br />r; <br />SECTION 8 B No Hnrizenlal SCo% <br />No Sca le <br />I i00 -2}00 3+00 <br />EASEMENT 'tA " <br />NCC;2r <br />�CP�E NeC� 51 �Q ti OfPM1 5 TROM TNf DfO4,P7M01(% OF Fl5N <br />GAMf 40 TNf RfCL41V4T/0N BMAO 4RE <br />-Ali ON T/Lf 47 TNf OTT/CE OF T11T ENG/Nff 40 <br />f / TNf CONDIRON5 T//fRFAr 0E HEREBY M40[ 4 <br />PART OE 11/f5f P AN5. <br />50 <br />\ oE, > <br />55CS N <br />UU � <br />4 m Roo. or. n) <br />sSpee NEgs WAY W <br />ee y ��4093 <br />R by b W 9 I <br />E 5 I <br />X U G(J a0 <br />o` �/ PRC 10'P.U.E. I I s <br />TC 474[7 J <br />b "w _ A t A IW lnv.3Lj <br />BO <br />24 "SD 2 3 Y <br />N _ <br />2a"55, 5'P.U.E. <br />LP <br />1i gGR 6 <br />rG Q 0'40 <br />BCLP <br />40.14 1 O <br />Natural Ground Line <br />34,7± <br />a <br />�- See Section 63 Of <br />Spec(flcation-5 <br />Stretchers <br />r <br />Flap Gate <br />25 25 � <br />24'SD � \ <br />5O' \ In?(Normal /nut .0 (Normal SUmrner) <br />S=0.0026"' Apri l '84 <br />21,0 <br />NOTE: <br />Pipe to be Class= F,C P <br />w/Rubber 9osketedoint.5 <br />J .y` <br />k <br />See "STORM DRAIN -DISCHARGE" Section )f specifications for x Moy'88 <br />additional Special Condition 9 Specification rQrdinq storm <br />drain North of the South face of t9g ►ev _ Io°� /6.6 <br />- <br />i 8 + - <br />SECTION A -A <br />No Scole <br />BAUMBACH & PIAZZA EASEMENT "Am <br />CIVIL ENGINEERS RIVERSIDE DRIVE to MOKELUMNERIVER <br />SURVEYORS WOO.DBRIDGE ROAD <br />as 40 ELMPN 201-0011, 8 8818 150"W/WILDERNESS WAY to 50"E/WILDERNE8S WAY <br />DEL RIO <br />Unit I a 2 <br />SHEETO OF 13 <br />JOB NO. 8759 <br />FILE <br />NO. iJ } V <br />40 <br />44.0± <br />Future Levee <br />4 <br />44 <br />1,5t <br />100yr Flood <br />42y <br />= <br />4.0 <br />3t <br />Recompact All Backfill <br />36 <br />to 907. R.C, <br />ELfV 34.7 <br />34 <br />3/.66 5=04996 <br />Inv3l,2� <br />32 <br />NAND OROUT ALL Y01P5 <br />STACKED CONI. SACKS FOR <br />@ FACf OT TRENCl/ <br />51Opf PROTfCTLON <br />TRE/VC/1 LINE <br />- sgc,�fo CONCRfrf <br />86 <br />In s tall 88 L F ?4" SD <br />5` d0rh?p Gotc24 <br />In 22.23 In Y. 22 <br />3' Min. <br />Tnv 22.021.o <br />2 <br />Mem 1V <br />o <br />0 <br />600.14 50MMER) <br />20 <br />C. <br />/6.6 Mor /gee <br />co <br />+ <br />Neff <br />r; <br />SECTION 8 B No Hnrizenlal SCo% <br />No Sca le <br />I i00 -2}00 3+00 <br />EASEMENT 'tA " <br />NCC;2r <br />�CP�E NeC� 51 �Q ti OfPM1 5 TROM TNf DfO4,P7M01(% OF Fl5N <br />GAMf 40 TNf RfCL41V4T/0N BMAO 4RE <br />-Ali ON T/Lf 47 TNf OTT/CE OF T11T ENG/Nff 40 <br />f / TNf CONDIRON5 T//fRFAr 0E HEREBY M40[ 4 <br />PART OE 11/f5f P AN5. <br />50 <br />\ oE, > <br />55CS N <br />UU � <br />4 m Roo. or. n) <br />sSpee NEgs WAY W <br />ee y ��4093 <br />R by b W 9 I <br />E 5 I <br />X U G(J a0 <br />o` �/ PRC 10'P.U.E. I I s <br />TC 474[7 J <br />b "w _ A t A IW lnv.3Lj <br />BO <br />24 "SD 2 3 Y <br />N _ <br />2a"55, 5'P.U.E. <br />LP <br />1i gGR 6 <br />rG Q 0'40 <br />BCLP <br />40.14 1 O <br />Natural Ground Line <br />34,7± <br />a <br />�- See Section 63 Of <br />Spec(flcation-5 <br />Stretchers <br />r <br />Flap Gate <br />25 25 � <br />24'SD � \ <br />5O' \ In?(Normal /nut .0 (Normal SUmrner) <br />S=0.0026"' Apri l '84 <br />21,0 <br />NOTE: <br />Pipe to be Class= F,C P <br />w/Rubber 9osketedoint.5 <br />J .y` <br />k <br />See "STORM DRAIN -DISCHARGE" Section )f specifications for x Moy'88 <br />additional Special Condition 9 Specification rQrdinq storm <br />drain North of the South face of t9g ►ev _ Io°� /6.6 <br />- <br />i 8 + - <br />SECTION A -A <br />No Scole <br />BAUMBACH & PIAZZA EASEMENT "Am <br />CIVIL ENGINEERS RIVERSIDE DRIVE to MOKELUMNERIVER <br />SURVEYORS WOO.DBRIDGE ROAD <br />as 40 ELMPN 201-0011, 8 8818 150"W/WILDERNESS WAY to 50"E/WILDERNE8S WAY <br />DEL RIO <br />Unit I a 2 <br />SHEETO OF 13 <br />JOB NO. 8759 <br />FILE <br />NO. iJ } V <br />