Loading...
HomeMy WebLinkAbout4264-2 (2)1--�- -- - - _ -- -i= - -- -- -_ -- -- - - - - _ - - - 12 - _ t t M _.._ it ft __1F I UP - - -- - - - -- -- - .; r - 74 - ----7 jI 7 _j] _, tt } . PROFILE SCALE. _,- - T -'- - - -- 1-A - - - - - �_- -- MQRIZ. 1 -40 1__� _ _ _ - __ _ _ -- - --__ _ _ -_ - - .-�-T -. -- - - --- - - - --- 3+00 4+00 I it I I �I I I i i III ! q II' I z I 69.73 INV. I III L x II III li � I II II I EXISTING SEWER MANHOLE�� 8" D.I.P. SEWER PIPE 5+00 6+00 �(7+100 _ _------_ P1IB WATER,�INE ,EX, 8" WTR. 12 \ 13 PAD 79.2 PAD 79.3 N / `SECURELY FASTEN "D" X 1 • i III STUB INTO CORED HOLE WITH CEMENT MORTAR � II ; I r R I r \ CORE OUT HOLE II (DIAM. = O.D. + 2" MAX. II II l6�48� w, CORE OUT EXISTING CONCRETE �I 1�.�I iIII I PAD 79.2 d� 8 >•� �L!� SHELF TO FORM NEW CHANNEL. 7 1 N / <T,i SMOOTH CHANNEL SURFACE WITH `� -! •I; I 69 •q3 +-II p t/2" CEMENT MORTAR. oll I EXISTING RAMONA I II 1 it I I II CONC. SHELF TO REMAIN zll 11 R DRIVEL i�;, l s,< "2 10 x ! PAD 9L2 T P DETAIL ,'A" n _r�, yam, (SECTIONAL PLAN OF BASE OF EXISTING SEWER 1 _._MANIIi.OLE__BLSSAS)QN+._92. NET LQ SCBLEi- 3 r II I°' fill to I III II 5� �ePO I III I sl Ip I (vd' QG G'3r ,rI SEE DyIAIL PAD 79.2 G����-Y SAP p�P\ 9! '5• 4 II EXISTING SEWER MANHOLE 11 PER CITY DWG. NO. 844 BENCHMARK REV. REVISION DESCRIPTION DATE ENGI - __ DIAL TWO WORKING BEFORE DAYS BEFORE roU DIG YOU DIG J D SE227600 7%.0 FREE L-Soo-" A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA BENCH MARK #593, TOP FIRE HYD. 0 S.E. CORNER PALMETTO AVENUE AND RAMONA DRIVE, ELEV. 7374.68. -- -- - i PAD 49.6 w __-N7 PROP. WATER LINE N89-57'15' E N R/W o �pp PA "79.2 8+00 9+00 10+00 13+00 14+00 31 ELAINE 10+0000 BLOSSOM Cr 14+52 61 ELAINE CONSi-- --- 13 99.61 ELAINE DR LN) CONST t% PLUG 8" PLUG s 48.00 58 00 - S89'STtS'W 5�9 15"W' ti ao l o 3 °• m 13+94.61 ELAINE DR= pl 9+95.00 PROP. 8" EWER/1 '- CONST S.M.N. N0. 3 L% 40 0 40 80 12-0 9+33.52��---� 0' PAD 81.0 SCALE: 1 "=40' 31 15 F CONSTRUCTION NOTES: PAD 80.0 i 5 iO CONSTRUCT 8" VCP EXTRA STRENGTH SEWER PIPE �- 1 R/W ;0 12'1 O2 CONSTRUCT 48" SEWER MANHOLE PER CITY STD DETAIL 2001 I2 W/ FRAME & COVER PER CITY STD DETAIL 2000 0 8+59.42 PAD 80.7 O CONSTRUCT 4" SEWER LATERAL PER CITY STD DETAIL 2005 R/W + ® CONSTRUCT 8" END PLUG PER CITY STD. 2004. 8+33. 71 O5 CONSTRUCT 8' D.I.P. CL. 150 SEWER PIPE _ TYR 3- - © REPAIR TRENCH PER CITY STD. 1008. W=6' PAD 79.5 i PAD 79.9 / CONST S.M.H. NO. 2- PAD 80.4 x 4 PAD 80.3 PAD 801 WYE LO_C_A_TIONS- BLOSSOM COURT--- LOT DESIGN STATION AS -BUILT STATION BACKFLOW DEVICE 1 9+33.52 NO 2 8+59.42 NO 3 _ NO 4 _8+33.77 8+03.45 NO 5 7+76.60 NO 6 _ 7+27_11 NO 7 6+77.61 NO 8 6+06.20 NO 9 5+27.45 NO 10 5+32.45 NO 11 5+85.88 NO 12 5+95.88 NO 13 6+26_29 NO 14 - NO 75 _6+86.29 7+54.82 --_------ NO BLOSSOM COURT ALL STATIONS BASED ON CENTERLINE OF SEWER DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DAZE OF APPROVAL. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE NTH CONDITIONS AND STANDARDS IN EFFECT. �,p N, w w No. WWII * 4.a_.o- * �srf crvl�P OF CALF S/TETE /V INo 38248 POTATO CANYON RD., OAK GLEN, CALIFORNIA 92399 PH: (909) 864-31BO FAX: (909) 864-0850 - ENGINEER: �f CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN TRACT NO, 15697 SCALE: " BLOSSO Cfl T °A E _ y YPPRO 9Y: t ..tom / DRAWING NO.: 4264 2 CITY ENGINEER R.C.E. 57732 DATE 2