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HomeMy WebLinkAbout2535-3PROFILE SCAU I 114'> 114' VERT: 1" = 4' 130' STA. 20+00.00 C/L OLEANDER AVE. HORZ: 1 " = 40' co +I 3 ' 30' CONSTRUCT I ON MOTES: Z + I APN. 240 - 011 - 08A APN. 240 - 011 - 09A APN. 240 - 011 - 10A U > f.3 ' = 34' > > Z 0 z .W I z F- 33A FUTURE R jW I 11 i>1 III I I i'� I1 I I•+�-- 2 CONSTRUCT 8" V. C. P. SEWER MAIN ( EXTRA STRENGTH W/COMPRESSION JOINTS). 0 APN. 240 - 011 - c< U <U —i ►— �n t- + I t09) -i 00 00tD (6 t-+ Cn p •-+ 1 1 I\ N N cy Q 60 0 q1r Lo "— STUB OUT 58' OF 8" SEWER 47m_ E PIPE WITH PLUG D 18" RCP STORM DRA I N - WITH INLET STRUCTURES 4' Z I 114'> 114' SEE SHEET 2 OF 3 130' STA. 20+00.00 C/L OLEANDER AVE. < co +I 3 ' 30' CONSTRUCT I ON MOTES: Z + I z Lo wl 2 -22' U f.3 ' = 34' CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DETAIL 109, 112, & 114. 0 0 .W I F- 33A FUTURE R jW I 11 i>1 III I I i'� I1 I I•+�-- 2 CONSTRUCT 8" V. C. P. SEWER MAIN ( EXTRA STRENGTH W/COMPRESSION JOINTS). 0 APN. 240 - 011 - ct I FUTURE R (6 .ci 60 ASTANDARD IILT 0 �SV. C' P. SEWER LATERAL WITH PLUG PER l m • °° co ml FUTURE R/w C�NYTOFCFONTANAT DEKA 1 1 > z > ? I I I� iW i t I1 I,I CREMOVE AND REPLACE EXISTING ASPHALT PAVEMENT PER CITY OF FONTANA 9cn < v < v 3 a iZ < STANDARD DETAIL 131. ' -' '- 0 I II '� I I i ( iW1 III I INSTALL 8" V. C. P. PLUG Co. m � �' I I�I iJ ; II I I0I (D SAWCUT TO NEAT CLEAN EDGE .1 � o Lo r`: Lo o Lo cd.I Lo�) APM. 240 - 011 - 088 I I t i II I I AM240 - 011 - 098 APN. 240 - 011 - 108 APN. 240 - 011 - 339 APN. 240 - 011 - 32 i i t I .A .i ►aw A ATA eRw a" AAs o% A 4-0%1aTii IAT'r%l A►hm A&Iv. "— STUB OUT 58' OF 8" SEWER 47m_ E PIPE WITH PLUG D 18" RCP STORM DRA I N - WITH INLET STRUCTURES 4' Z I 114'> 114' 114' 130' STA. 20+00.00 C/L OLEANDER AVE. < co +I +I Z + I z Lo wl U 0 F- 1111 I1 < I ! ct (6 .ci l m • °° co ml FUTURE R/w 1 Lo Lo Lo3 ao ao 3 FUTURE RIGHT—OF—WAY 3 `moo. Lo p? 3 0 I II '� I i ° II I I I1 � Lo 11 APM. 240 - 011 - 088 AM240 - 011 - 098 APN. 240 - 011 - 108 APN. 240 - 011 - 339 APN. 240 - 011 - 32 i i II p 1 i fl I ,z� T - - CAL RAMS N0. 22 E 95 BRASS DISK, LOCATED 484.83' SOUTH OF INTERSECTION OLEANDER & SOUTH HIGHLAND AVE ELEVATION 1497. 1531"' 4 t(v"" ' I TWO 111 131111111 1 DA1O�YOU = 14K _H --J:u CIVIL ENGINEERING CONSULTANTS BNC/NBBRlNC — PLAIVNlNC — SURVErlNC — CIYlLCADD SOr'TA'ARQ SUPPORT 680 S. A'ATERYAN AVE. SAN BERNARDINQ CA. 9208 — (909) 885-3800 REVISIONS killE r I s 1 Mcaa E Snow Cit LLYv, MAIN AVC . ' " ; CHECKED BY p 1$i BRH AS NOTED L NN N , 975507 DATE 2 SEPT 9 NOTE: TOP OF ALL NORTH SIDE LATERALS ON SOUTH HIGHLAND AVENUE SHALL BE AT LEAST AT 6.5' DEPTH AT 22' NORTH OF SEWER MAIN. CITY OF FONTANA, CALIFORNIA SEWER PLAN—SOUTH HIGHLAND AVE. sc;•`E: ao• Orr, 43216DATE PIAN & PROFILE DATE: APPROVED: r�}j DRw. NO. 2 SIEPT 1997 ae _" CITY ENGINEER RCE 25126 DATE 2535 SPIFFY 3 OF 3