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Home My WebLink AboutStreet improvement plans 32337-6 -4- L _4 F.. -4- L)C) 4 _4 ...... - +__ I I i ;l m Ir L) --------------- 00 0 -4 + + I In I -------- T ai ---------------- 4+ + ISD cu .22 % m-6 N C. ----------- -J 0.50 % % IF CURB w w u __4------ Kill TOP OF _4 (LEFT) No In oo P cu i t -1 q m 6 cm + w + 0 Ul I� + w D ---------- . ..... +w I o 2 ---✓-------- t R tw 100.00 C4 - ------ V� 4-t m m j o o o PI - 206b.26 o + o + co o", lo cl + w m-R + (D 16+35.08 HP + o qlq o q 8 4 Lul w Lu -4-- + a; 9 a; m __© ___�-1 0 111 �cu [2065.07 lu ++ o C.66 % I 0.50 7 092 % m uj LU 10 E ul 16 - , CENTERLINE 0 m ffi ffi o fq + LID a m 0 L0 I o c; rn c m� + 0 ------- 11A �R 'i In. q a N EXISTING GRADE-, + M + + (c] +w Ri to _T 0 @ �ilo F + 4- -4- _J CU _4 --r-. .2 w 100.00, VC )61.41 M _-T ------- 0 m + + 16+35.OB HP .... _.+.._ -4- + 0 T T 0 ST T nw ell ; . 0, 0 qui + 2065AO Tc_J- �L- :s ---- I— + + 8 i4 t 9 M -122 %cu C.66 % ------------ 4-- am 4- 0.50 Z 0.67 > A/4 A/4 A/4/4 m u u OP OF CURBo T-0 55 q co (RIGHT) '0 sp. m c\j ly , ID + -EX STING GRADE + 0 + T � 6 Lq w N cu ai RI 0 +w 0 + v �n Pu 100.00' VC-4-i Pi 2065.26 L T. It -4- ------- j -4- J__ F-J-: T I 4- _4 I J 4 -i 44--l-]__---4 __4 PROFILE SCALES _L+ HORIZ. I"=40' _4 VERT. i"=B' 10 11 12 13 14 15 16 17 See Slie'e"r Is B4 95 ORES R10(;e DR. 85 .1&00. 96 94 BE S7_ 93 92 91 90 B9 BB B 7 1-t 9 t 6 .00 I u ZTB 17 he 12+03 26 EC 14+80.14 BC . I� & 0% 97 1 F__0111 2064.14 TIC OA1�+6 le 5 Aleg 7wv .08, Soo. 1"4?4,1 12+0326 14+80.1 8 7C ec _jc_ CONSTRUCTION NOTES 2 IEC N79 27�.88' 4 12 1+3 1 1 4 15 7 22 CONSTRUCT 025-A.C.OVER 0.50'A.B.CIL.II 3 .9t C _9B 6 45.oo A.3 1C CONSTRUCT TYPE -A-6-CURB&GUTTER PER RIV.CO.STD.NO.200. di CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.NO.400&401 (W=6 11t47,pB BC14+80.14 BC CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE sm.209 74P449 Z6 �11-�3.EC 20 .08 rc 2062.55 TC 2054.14 TU CONSTRUCT 4-THICK P.C.C.ACCESS RAMP PER RIV.00.STD.40a CASE A. •i CONSTRUCT STREET NAME SIGN PER LAKE ELSINORE STD.DWG.M ti Cnesceivr 12 1-7 18 -1-9 Rit) 13 14 15 1 E OR See SNg er CURVE TABLE NI I DELTA I RWAS LENGTH TANGENT MQ T 1 90100,00" 25.00' 39.27' 2.9.00' 2 90100,00" 25.00' 39.27' 25.00' 3 - 10'4346" 320.00' 59.93' 30.05; 4 10'4348" 300.00' 56.1a, 28.17' WOODBRIDGE ST@ 5 10*4346" 2BO.00' 52.44' 26.30; DIAL 5 20'0031" 320.00' 111.75' 56.45' GRAPHIC SCALE 1"=40' TWO WORKING BEFORE DAYS BEFORE 7 20'0031" 300.00' 104.77' 52.92' YOU DIG YOU DIG 1 81 20'0031"1 280.00'1 97.78'1 49.39' TOLL FREE A PUBLIC SERVICE BY 1-NO-227-26M 40 20 0 40 80 120 UNDERGROUND SERVICE AUEIIT 01)�) la/.23/10 J J, + Tt 1 4- % -4 k-4- -a' + L H paiv 96 NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. "AS BUILT" CITY OF LAKE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE CIVIL ENGINEERS SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 3786 MCCRAY ST. REVIEWED BY: RCE DATE IN THE COUNTY OF RIVERSIDE, CALIFORNIA ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE WEBB RIVERSIDE CA. 92506 GRADING PERMIT HAS BEEN ISSUED. ISSUED. A S 1; 0 C I A T E S (951) 586-1070 TRACT NO. 32337 6 INSPECTOR DATE STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. I ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. SCALE: BENCHMARK: WOODIBR110GE ST. OF B SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR KEN SEUMALO, R.C.E. NO. 56915 DATE CIVIL PRE�RED BY: DANIELLt M. LOGSDON H: AS SHOWN V: N/A DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE --r FILE NO FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS CITY ENGINEER SEE SHEET NO. I FOR: W.O. F.B. FOR APPROVAL By THE CITY. ENGINEER CITY CITY OF LAKE ELSINORE DATE_022,6_6 R.C.E. NO. DATE: K.HDVNANIAN Mms 04-Mi -0c)6