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HomeMy WebLinkAboutStreet Imp_0013 t fol R. -- 1 - 44 B — w - 21 1. U U} In I pp n - - - — — — — 1 F - _ EN c{r s , •N� m�l + I o0 55 1,1 'n I 113*,7-,T N I .4 RTC tz �.. In+ -F - - - -- - PROFILE SCALES - - - - - - - HORIZ. 1 — - - - _ 40' - - --- - - - - - - -- - -- - . - - VERT. 1"--8 10 11 12 13 10 11 12 13 z LOT 81 / LOT 96 32337-2 32337-2 LOT 83 LOT 84 LOT 85 LOT 86 Z/� 32337-2 32337-2 32337-2 32337-2 10.47.05 LOT 97 BCR 10+42.05 LOT 95 2122.19 TG 32337-2 2121.69 FL 32337-2 f0+47.05 LOT 77 LOT 94 LOT 80 3 5 ENO STREET IMPROVE NTS LOT 93 1 PER TR 32337-1 LOT 87 32337-2 32337-2 32337-2 2 - - 32337-2 32337-2 ,_- ---47.D5 ---- - ------------ LOT 98 4 j 6 40+42.OS 32337-2 1 11 6'48.71'Y111 12 2 2090.81TC I, 2.05'N05'56'48.71"W� I 5 2090.31FL i I LOT 79 2 10+45.00 LOT 76 3 ------- = 32337-2 3 5 2119.644TC� LOT 88 32337-2 5185.1 '58 11.83 6� 12 2119.14 FL 32337-2 4 1 -- LOT 99 LOT 92 LOT 91 LOT 90 45 + ----- LOT 100 32337-2 m G - 32337-2 32337-2 LOT 89 T 2 dENO STREET IMPROVEMENTS 32337-2 32337-2 PER TR 32337-1 o0 SEE SHEET 12 so+4z.as N 2066.43 4TC05 1LJ LOT 102 SPECTRA DR. LOT 75 -087.93 FL 32337-2 W � 32337-2 LOT 101 %R YS TA RID G E % UR T CURVE TABLE 32337-2 N CONSTRUCTION NOTES DELTA RADIUS LENGTH TANGENT SEE SHEET 12 1 102'37'13.93 25.00' 44.7B' 31.22' j� SPECTRA DR. D /f 2 90'O1'31.12" 24.99' 39.27' 25.01' o OS CONSTRUCT 0.25'A.C,OVER 0.50'AB.CL.II v 3 82'30'19.02" 25.00' 36.00' 21.93' 1i O2 CONSTRUCT TYPE "A-6"CURB G GUTTER PER RIV.00.STD.NO.200. 4 82'30'19.02" 25.00' 36.00' 21.93' o ✓ O3 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.570.NO.400 G 401 0Y-61 WILLOW R 1 GJJ E / UR T o N DIAL F TWO WORKING © CONSTRUCT 4"THICK P.C.C.ACCESS RAMP PER RIV.CO.STD.403,CASE A. GRAPHIC SCALE 1"=40' w,. BEFORE DAYS YBEFOREG 6 CONSTRUCT STREET NAME SIGN PER LAKE ELSIPKM€570.DWG.201 YOU DIG OU DI T TOLL FREE A PUBLIC SERVICE BY 1-NO-Q2-4133 11 CONSTRUCT BARRICADE PER RIV.CO.STD.NO.810 40 20 0 40 80 120 AS BUILT UNDERGROUND SERVICE ALLAT NOTE: APPROVED BY: SEAL—ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. W�TT CIVIL ENGINEERS WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE Esary{L{ IN THE COUNTY OF RIVERSIDE, CALIFORNIA 13Q SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT VERB MCC.RA. ST. SEE SHEET N0. i ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE µLEN'0 RIVERSIDE CA. 92506 GRADING PERMIT HAS BEEN ISSUED. ISSUED » e f^r ASS C I A T E S (951) 686-1070 TRACT NO. 32337-1 / (�/ E G CONRULTANTS STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR << ^'�`•` .�"�''`�f a,ZLJ f 1p L7-Z- (../� '7 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 11,(y01T'DNS AS 1 LT ROBERT MOEHLING ATE °�• 'DR CRYSTAL RIDGE CT 8 WLLOW RIDGE CT OF 13 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR ,P CIVLL EPARE BY: C5B602 SCALE: DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE r,� � R.C.E. NO. FILE NO. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 63OS6 ��0 S D H: AS SHOWN V: N/A FOR: W.O. F. OS_' FOR APPROVAL BY 111 CITY. ENGINEER CITY R.C.E. NO. EXP. DATE: 6/30/06 DATE EXP. DATE: 12-31-06 K.FDVPWJIIAN FTt'ECASf 04-0401 ��P