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HomeMy WebLinkAbout3052-20 0 N C5 N L_ (D -0 E in 44 0 ...... ---------- ..... . -------- --- ...... ..... .. ...... 4- . ......... T .... ..... 77T ------- --- ... .......... . ..... - I ------ .... ...... . ....... I-7 F 4— . ... . ....... - ----- --- f ............... ... -- - ---- --------- -- ----- 3� . ........ . ........ r ------- -------- - ------- ---- -E S -T1 . ..... _0V ER- - S- - E WZ F- ........ X ----- - . ...... -------- -- . .. ....... ...... —77T77-- .... ... --- __,_ f ........... . ....... .... ..... ---- ------ t -­­ . . . . . . --- ---- . ....... ....... t 4 ....... I77. --- -------- -------- -- ...... ..... .. .... .......... 4------ --------- - _ . . . . . . . . . . . ­ . t .... ..... 4 .. .... _T I.. ........ . ............ ... ....... IA ......... . - ------ ----- ------ ---- ---------- ------ - ------- ------- ------- ------ -------- . ........ + ---------- --- --- - I........ . ... ...... ... ... ......... ...... 1=77F:7 ............. ---- - -- ... ........ . -- ---------- --- --------- --- - ------- - - ------ --------- ------- .... .. ..... ...... ------------ ---- --------- ---- - .......... ..... .... . . .... ......... . .... . .. . . .... =7 i -I - - - - - - 4- ------------ I-4 . ...... . . . . . . ...... ...... 4 ------- - - -c- ....... ... . ---- - ------ ------- ;z .......... ------ I------- ----------- 4 ---- ----------- ---- ---- ----- + --- -- ------ FE __C 0- b ---EW .. ........ . ....... _c -R- �-f �T_ --------- --- I42 43 44 45 46 47 48 49 50 ALMERIA AVENUE SEE DWG No. 1895 STAG E 1 STAGE 2 koT,&, ry w Uj 3: Uj co 0 z V) X Uj 12" W - 164+4 N-98 I NT. \ ALMERIA AVENUE SEE DWG No. 1895 TOLL FREE `400mm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION NOTES CONSTRUCT 60" PRE CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 (MODIFIED DIAMETER) CONSTRUCT 18" DIP SEWER MAIN CONSTRUCT 8" DIP SEWER MAINLINE @ S=0.020 WITH 8" PLUG (_7�— RFi nrATFn Ry o HFPq BASELINE A VENUE .... . . ------- ----- -- ... 4 I------ - 17 ------ ..... . ..... .... . 40 . ..... VERT: 1 4 53 GRAPHIC SCALE ( IN FEET ) @—TO BE REMOVED 1 inch = 40 ft. ENCASE DIP SEWER PER DETAIL 1 SHT 1 REVISION DESCRIPTION DATE ENGR. CITY DATE BENCHMARK Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CALTRANS BENCHMARK NO. 8-17 ALLARD ENGINEERING SEWER IMPROVEMENT PLANS BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Civil Engineering — Land Planning SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 343' NZO HIGHLAND AVE., 0.2 Mi. W/O SAN z 8253 Sierra Avenue DRAM BY: BASELINE AVENUE SCALE: SEVAINE RD., IN SOUTH CONCRETE BASE OF No. 36052 M Fontana, California 92335 DBW/DEA/WF — 111=40 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG Iq (909) 356-1815 Fox (909) 356-1795 DESIGNED BY- STAw 42#7 o of TO 534POO DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND HIGHLAND AVE. FROM SIERRA AVE. Exp.6/30/2004 -�D DBW/JF ___ z / 1 DEC. 2001 STANDARDS IN EFFECT. ,.J CHECKED BY- PRO BY: DRAWING NO.: RJA 2 ELEVATION: 1428.6090 OF" am- Raymond J. Allard RCE 36052 Date CITY ENGINEER R.C.E. 51152 3052 4- Filenarne: M:\DWG\l 4902\SEWER\ALMERIA-CITRUS\SHT2.DWG