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HomeMy WebLinkAbout3816-18I I l I j I i I--------- PROFILE SCALE VERT: I in = 4 ft HORZ: I in = 40 ft Z, D , I I i t k ; t i .......... CONSTRUCTION NOTES O1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE O2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STANDARD DRAWING 112 30 TRENCHING AND BEDDING PER CITY OF FONTANA STANDARD DRAWING 131 OR DETAILS ON SHEET 2 O4 INSTALL 4" SEWER LATERAL AND RESIDENTIAL CLEANOUT PER CITY OF FONTANA STANDARD DRAWING 125 Q D 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _________ _________________________ v _____ -____,_____._________t ____________ � i 1 i , ; ' , i i I I `i i I 00 1 € i € E i € O N 61 �� ,,,,,,,,, ,,,,,,,, ! ,,,,,,, „ } ------ -............, ...... (� ------------ Ii I o arC i 4 I i -------------- i ____________ ' I i I ; k i----•-a••• ...> --•--------------- t +--------------- Z j € i ` , I k f' __ 11 EXISTING ROUNDINE AT L � I E _I_ A I !- I, O N O z N { } O op I ' N i i 1 E __•_ i I i k i - - -------- , , i' , I i ---- -------- -------- -------- ........ --------- --------- -------- --­­ — __ ---- — ------ _1 ------------------ - -------- -------- I -------- - -------- -------- ........e i I-------------------- ...... ......... . ........ ........ ....... . .... .. ....... ----------------- ------------------- L ----- 1 I i i k 10+00 11+00 12+00 13+00 SUGAR LANE SEE SHEET 17 64' r- 0 .� J / 12' 20' 20' 12' PE= 70.0 PE= 69.8 PE= 68.3 4 4 4 r O 2p0 � 00o J O� cli N PE= 70.3 + + 30' 2 MH. No 28 34• 23' 12.27' 09+93.10 PROPOSED R/W I I 44.45' 122.00' A — 8" V.C.P SEWER j 1p+ 1 11+00 f N 12+00 1 S S S ~ CURB LINE "WATER MAIN N OF STREET iAlr` 2:0- S0 23.85' 44.45' 122.00' : 43 9 50 20' PROPOSED R/W PE= 70.3 h� 2 0 SOX ,�,� N 4 o + 22-7 4 26 4 2-5 S U GAR LAN E PE=70.0 PE=69.8 PE=69.1 SEE SHEET 17 CILANTRO COURT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE RECORD DRAWING I t3oloc. I JLePLANS TO BRING THEM INTO CONFORMANCE WITH 'JO REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 12+90.00 CILANTRO COURT 13+80.88 SUGAR LANE q MH. No 27 +95.00 q CILANTRO COURT = 13+85.88 q SUGAR LN. 8" WATER MAIN ® Q OFE �O L c7 052114 m Cr. Xp: t-31-Z06U Z `req CIV11- CF CAL -If 'S�`_r, �a J G 0 C3 No. 23796 m Exp. 12-31-05 / rr� civil /\! --------- „,,,,,,,, ,,,,,,, ,,, ,,,,,,, .......... F I I E , , --------`-------- - ----------------- f -------------------------- E _ LEGEND -- ------- ------------- PROPOSED WATER MAIN S PROPOSED SEWER MAIN O MANHOLE 11+20.00 I LATERAL --------- „,,,,,,,, ,,,,,,, ,,, ,,,,,,, .......... F I I E , , --------`-------- - ----------------- f -------------------------- E _ LEGEND -- ------- ------------- PROPOSED WATER MAIN S PROPOSED SEWER MAIN O MANHOLE 11+20.00 -- -PROPOSED WATER LATERAL PROPOSED SEWER LATERAL — — PROPOSED R/W NO SEWER LATERAL TABLE LOT No. DESIGN "AS BUILT' BACKFLOW 26 11+20.00 11 + 20 NO 27 1 10+35.22 10+35 NO 28 10+02.53 10 + 02 NO 29 10+07.53 104-07 NO 30 10+42.87 10442 NO 31 11+23.00 11 +25 NO Prepared Under The Supervision Of Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 Ph.(951) 736-2040 Fax (951) 736-5292 OU AS N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE , L I I' r -&e �k I LC -1 CITY 0 F FO NTANAI CALIFORNIA TRACT No.16678 DRAWN BY: SANITARY SEWER PLANS SCAL : = 40' DESIGNED BY: CL.14NnRo coLw DATE: PT STA --;;9+93.10. TO STA 12+90.00 APRIL, 2005 CHECKED BY: AP VED 01!�2_! / DRAWING NO.: '� DN �r AT 3Sf 6 4 A R.C.E.1 1