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HomeMy WebLinkAbout3034-2SIERRA LAKES II II PARKWAY (n N W n a_ d) ONi 0 z 0 0 00 MOS >O 1� O= 00 O J N Z ++� ++U (� 3 to o_ so cn to II U II w wCni x W �w EX 15"VCP PER DWG NO 2746 .. 66-00 EX S tl 6 I00 EX Sp EX 12"VCP PER DWG NO 2746 4 EX W �\ N r CL INT 170+62.89 BEECH AVEI = 10+00.00 SIERRA LAKES PARKWAY 101 W N MUH BEGIN CURVE CL CENTERLINE MH MANHOLE Li Uj z I CL o U i CO RIGHT OF WAY N WW SNF- I w W Z Z SIERRA SD LAKES PARKWAY SEE SHEET 6 CONSTRUCTION NOTES 1a -INSTALL 15" EXTRA STRENGTH VCP SEWER CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 5a- CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 (MODIFIED FOR 60") 6a— REMOVE STOPPER AND JOIN PIPE REV. I REVISION DESCRIPTION DATE- I ENGR. I CITY I DATE R.EC-o2-D DRA\AIINIGS 2-a-041 H6 1 VJ 15-11-A BEECH AVENUE �V 0A U D f)RvP'w I fjc:r A►� Z�t ��U7 pt�RIMMP CURVE TABLE t,URVE ANGLE LENGTH RADIUS TANGENT ��°• 31681 A 3'32'33" 53.36' 863.00' 26.69' 12(3t a4 OF C SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpfESS/p,,,, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �,o ��HUR SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W Q �o m T- No. 31681 Z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�91�. CIVIC�� CA��� STANDARDS IN EFFECT. LEGEND BC BEGIN CURVE CL CENTERLINE MH MANHOLE INT INTERSECTION R/W RIGHT OF WAY EX EXISTING S SEWER LINE SD STORM DRAIN UNE GWMR GAUGE WELDED METAL ROD PIPE W WATER UNE ST STREET STATION 10+00.00 SEWER STATION 11111117HaUInc. [11:117 A Civil Engineering •Planning •Surveying •Public Works DRAVIN BY - 1152 N. Mountain Ave. Ste. 100" Upland, CA 91786-3669.909-982-7777 REF PREPARED UNDER E SUP RVISION OF: DESIGNED BY: REF e53(l 31 It 14 CHECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: j4 RDC :. I— W w 2 In W W Ln 40 0 40 80 1 "= 40' iiiia scale feet CITY OF FONTANA, CAL.FORNA SUMMIT HEIGHTS II SEWER PLAN APD PRCR-E BEECH AVER 67+30.00 +00.00 APPRO Y: �ri ru �u.rr n G'1 ATC. r 1 "= 40' TE - 1 -18-02 IG NO.: 2 5034' 7 :;4f0 N O