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WITH M .4 ICK 1/4-TOWRIP RAP.(METHOD . 3.3' TH 'HER , 1087 -08', ED OVER' ONS APN (�M 'ROFILE TRUCT 72f` PCP (0,44LOAD PER Pf?onLE) PIPE B DING PER ITY TO 341. FILTER., OR OA$'X Lr.X1$T GR6Q.ND 10+17.51, LATERAL �!A &A IN T 'ONSTRUCT (CASE AS NOTED, ON, PLAN) PER CITY STP. NO. 307. CAU FABRIQ '001VALM1. 74+96.31 WL, 0 ' A -PN �687-081-29 �T 'CU "EXIST ,GAS MA IN�PLACE" 300, NHOLE PR07ECT Q;ONSTRUC RB PENING CATCH BASIN PER CITY STO O qROUND EXIST TRUCT +26.12 LINE "A 'S AND,, ONS, JQNCTfQN STRUCTURE NO. 4 PER CITY, STO, NO. 333. 6ITY-Ab PROP. INGWALL. CA�INT . ..... VARIE RCP MAIN NCE EASEMENT , , - 1 FrR:P.1.AN ': ": +6. WIN ,LL TRU ',,T TYPE �AQWKLIENDWALL,AND GO FOR A� 72 CONS C,-4 lul 94"'S �X-ING, AER S SFE,'SH&f7T 9A FOR PLAN' 0-90. FIL RR. 157 21, R P�A 'W W, DET.AjL �4 ............ 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'10+76,.66 �4U &A4 'ONSTRUCT '0QNCRiETE BULKHEAD PER DETA SCALE IL ON GWHIC -FVL'-00-LINE- EXIST 1.101, (57) (6 40' PER,V RWILSON AVENUET 40 0 UN , -ING 12"WA TE 60 C/L WLSON AWN -51�Dc BOT. WTR.=1577.87, �RT �-z -'ONS UCT MONOL THIC CATCH 13A IN ��TOP SD= 1576,66r= ,, 4 ............ ......... 'STRE �0+ 0' FPER CITY �STQ. N 5 L777 A, PROP 1z SD X-ING 12- -W _m/W .T WAP �Np PRO 24�' A TER PROP' NSTRUCT RIGID BOUNDARY BASIN ...........�..; A ............. BOT W7 .=1576.69 D ADDED APN, REVISE RW LABELS, CONCRETED RIP RAIP 10 N SH U ILINIE DA 62 CfO C VE, TA R AILS 1 IA''AN 5T. S'1A AS REVISED ..... 71.uu R L RIGHT OF WAY 4 44 45 58 56 MTA/ TANPOff 122A 7 THICK QONSTRUC7 4 ,� DE YCIL )EP. CASE "B 2 X REVISED RIGID BOUNDARY BASIN FLOOR BLOCK DETAILS. LOCAL I N898652"E 3 .564 A 37EE-7�,R/w V3 ....................... 37 BUIL7 '6 CWTOFF WAU PER: CALTRANS STD SECONDARY CONTAINMENT fa� Z!24- WATER X-ING 24- SD 70.5 022'9 47;;�60_00 LAT 4 c-1 41 -5342 200-00" 4' 83 E PJLAN D9Q. SEC TION 10+92.06 LINE 'A 6 TOP WTR, '1572.25 44-05 -END 'SECONDARY, CONTAINMENTV, J2 QJITY STD. NO 1� ' �a' C/,L C �NST T MANKE1 NO. 4 PER 'DA c @-10+00�00 LAT. 46*47`04, 19.47' fO RUC L, ESCRIPTION OF RMSION Afly PPROVED �44TY - 1;1 1 1 f . , \' ' � , - i, _1 I I I - NQ5'0 �49�'W C L M.H 18,09, 19+15 ,95 LAT, '�B" CIL INT. 2'1 N41-2 CON mflymm CHO R N WY OF A EA,5EMENT CP L 18,89' 10.04' 00 48'06'18'? 22.50' EXIST P/ CAU170NI LATERAL 1 0+,�6.24 SE -DE4A (SEE ROFf 6 '34"E E HEREON N 928' 36.,29' DMN IMMOVE)WEAff S TOM _72" SO k-ING 96" EC UNEA"STA 10+00.00 TO STA + 1,0' 219.90 -45 38.55 2o,54' 54 'BOT SD=4568-92 .0 QQ' , TOP Wtk,=(1566�9±) FS 15 6,3 PN D22 21 11 \1, Q+ BC 48 A STA V+W-00 , A END RIPRAP ....' t6 N41*26 46 W TO STA BEGIN RIGIQ4-60VN� 'I�Ry ."TEML : END 72 RCP: 10+00.00 riO ffA. 104,39.70 CONDAR 08 �,9 13,36' "TERAL STA SF, 10L08 N47 WA TE -ING 41 R,X�4- _A2 SEE DETAILS ON 20 130T HEET 14A AND 12A' JOIN"EXIST iGR0f! "Top 4570,10 29.7 DATE.' 01 P., 15.O_?' A P�oved By _ 9 90 E IPRAP V ?1 6 15.90 RCE NO. 3 4 P 622�-�11 fb� N141`11 13V f ESS/0 CITY ENGINEER N 'DESIGNED Bi� uv S44' ff A JF A A E t-IC AS 00 N TRA C T-OR TO THE 70 DRAWN BYr �2 TON RIP N .Pqa C 0 N 5 U L T I G F p -THE"LINE A 10+ EXP. 0 1 �`R E LA 7EF A AN o6,00 /30/ 6' ! R LA TLRAL ' T 0 CP 11 VAdl CO 47.0 E CQQLEY DRIV� 9A I LA , 1, � f -1, N R6 IN Ik PU G UTED A OF'16 00, TO --10+00,99: THF W c -CA Tw F ,G c Q�TQN, 92324 WING 9HALL, BF_PLC.FQ '*Q0UTED. Iviv PH.' (9091) 783-0101 FAX 909) 783-010 r c- Z5 REP"CEWENT�SHEET qje ................................................................................................................................ ........... ................... ...... ------------ -------- ............................... ................................. ........-----------............................. ----------------