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HomeMy WebLinkAbout2839-4: V.PRQ�uAR.N . _ _40 s- . cn- - ;n w.m. _�,_-.__��_�__.., _.__-___.._ _:.�-__a,..e- .______� cam_ � : � �_ _._ . _. ---� �►�. _ o a_ _� w. VA-TERLfl� -80:4 —135 P.A. 27B CURVE DATA Q DELTA / BEARING RADIUS LENGHT TANGENT 0 N00° 16'44"W - 247.40' - 02 N 10° 16'44"W - 385.43' a L 45°00'00" 22.50' 17.67' 9.32' ® a � _ N - Q5 RtM=t54a.85� - 51.44' - © 32029'49" 45.00' 25.52' 13.12' Q7 N45° 16'44"W - 9.48' - ® N44'43'1 6"E - 31.01' - oil _.._,__�__._____ N : V.PRQ�uAR.N . _ _40 s- . cn- - ;n w.m. _�,_-.__��_�__.., _.__-___.._ _:.�-__a,..e- .______� cam_ � : � �_ _._ . _. ---� �►�. _ o a_ _� w. VA-TERLfl� -80:4 —135 P.A. 27B CURVE DATA Q DELTA / BEARING RADIUS LENGHT TANGENT 0 N00° 16'44"W - 247.40' - 02 N 10° 16'44"W - 385.43' - ® 45°00'00" 22.50' 17.67' 9.32' ® N44043'1 6"E - 11.89' - Q5 N77046'33"W - 51.44' - © 32029'49" 45.00' 25.52' 13.12' Q7 N45° 16'44"W - 9.48' - ® N44'43'1 6"E - 31.01' - 100 5.65 tFl-8"-RCP -D7-OA[� TER -At - 3�=1_ PROPOSED CURB+GUTTER EXIST. WATERLINES PROPOSED SEWERLiNE'- � 39 11 LAT. A-7 W PROP. CURB + GU WATERLI E�^' • ^ V J 41 N 0)_ ^X PROPOSED RIW ao Q ui Q 04 1� Q oo N � Q m _ 1 I X—/ATG N o a -- U i>>11 c11 F: C _ M= = Q F-OtnI�o N Cfi U>> F-O�o - (y) _ 10.4--0_e z + �NItM N 0 z + �M� II II M P.A. 1 E3:�57,-1"�' .�'l�� z N I � v= A RATEO /A/ CES 12 P.A. 9 N¢" N J maN 15 9 i 0)_ c) ZpL0�U 11 '�o o NN _j — -11 `11 1' `il� " CONSTRUCTION NOTES: 1-0� - �° II QmU� y Z °r° ch CD m LO CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1. _ � 11 11 n u� IIS 9 12 1 Q m U o 10 CONSTRUCT PIPE CLOSURE -TYPE "B" PER S.B.C.F.C.D. SP 176A. I 9 11 INSTALL 30" RCP, D -LOAD SHOWN ON PROFILE. I 12 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2_ CONSTRUCT J.S. PER A.P.W.A.STD. PLAN 331-1. I '�QF 16 INSTALL 24" RCP, D -LOAD SHOWN IN PROFILE. Q 17 INSTALL 18" RCP, D- LOAD SHOWN IN PROFILE. 30 INSTALL PROP. STORM DRAIN CONCRETE PROTECTION. R E RAWING No. 62183 � BE 1M�CCMId bAAMM� - IPgEPARSD, w , � -OS .,., , ftRt, ON THIE IIAM OF M"l8V11 9 . % * BENCH MARK: # 615 BASIS OF BEARINGS: FURNISHED BY GTi*P& M 11110141119M WILL. NOT BE' ,, RESPONSIBLLE FoRAW BUM ORa SMONG WHICH RAILROAD SPIKE AT INTERSECTION OF HE BEARING OF OF SE ALONG CITRUS AVENUE AND LOS CEDROS HE NORTH LINE OF SECTION 30, HAVE AS AVENUE, IN POWER POLE NO. 9011E .1N., R.5W., S.B.M. PER R.S. 58/5, A RESULT TFI IEM, ON THE EAST SIDE OF CITRUS AVENUE. WAS USED AS THE BASIS OF BEARINGS ,> FOR THIS PLAN. ELEVATION:^_1467.59 ----- z REV. REVISM DESCRIPTM DAZE M. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA O 1• PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��LTON MADOLE AND ASSOCIATES, INC. ® _ OF THE INLAND EMPIRE DRAWN BY: ��: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER W Q 10601 CHURCH STREET, STE. 107 TRACT 15908 AS SHOWN ' No. 14814 rn RANCHO CUCAMONGA, CA 91730 DES�t�D BY° CITRUS A UE DATE: DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 3-31-01 PHONE (909) 948-1311 LL BEFORE DAYS BEFORE S V STORM D I AN SEPT. 6, 2000 a YOU DIG YOU DIG fmN3 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �y�oF��FDate :��t� CHECKED BY: ii DRANANG No.: 4 c TOLL FREE 1-800-227-2600 3/ G,3 C.E. 14814 EXP. 3-31-01 r w A PUBLIC SERVICE BY UNDERCAUND SERVICE ALERT ,: STANDARDS IN EFFECTA AF-. M L B CITY ENGINEER R.C.E. 51152 DATE 2839 11 c R F-7-1 SCALE: 1 » s 40• U 1 J:\826-1163\StormDrain\CITSht.dwg, 10/11/2000 08:50:42 AM, ma