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Home My WebLink About0004 I : L" } - - - - - - - - - - 1 - - --F — - - — - - - - - a - - LI o� i i $ raftt I A ol," m �� - 9 a 1y I 3 — i t I I $ �m T N3 r- — +R � m I i , _ _ s , - -E Rim TIP V�vw N - nog +10I i i x I OD 00 y , - _ It � In� 0 1O� �o O OR sz _ 9 . I L — 1 G) PROFILE SCALES T a HORIZ. 1"=40' f— � (s m-K 10 11 12 13 14 15 16 17 18 19 1' —N— ,wm�� 47 f 38 39 �► T � 46 40 91+6;p11 �� Zo6' 3a� �60� CONSTRUCTION NOTES 1 45 42 41 ,s j0 �� yyx� w o CONSTRUCT 025-A.C.OVER 0.50-A.B.CL.II 44 43 No�. 3 V O3 CONSTRUCT TYPE -A-6'CURB G BUTTER PER RN.CO.STD.N0.200. � � k'� I TC I 13+62.3B EDGE WR.= 206 60 CC 1+6,7A No 18 $ 04 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.NO.400 G 401 (W-6-) �. + 20+71.65 ORES T RIDGE DR. 1 - III g m 10 EC X ' n 63 EC f 7Q © COSTRUCT 4'THICK P.C.C.ACCESS RAMP PER RIV.CO.STD.403.CASE A. 14--,16B5 TC 16+2027 EC '�(�CpJ o t B 17 ,1+y�p1 1C Di CONSTRUCT STREET NAME SIGN PER LAKE ELSINORE STD.MG.201 z 3 14+16.63 �9.�5gE 203.64' — 3 16 4 a S A C 1 6 q EC 16 7 o R N z m Fix 2063.40 I z �.O$ c�4?)y ~ TC T2062.85 � o m 5-9- •�T 4 16+20.27 OC N 13+23, 2061.80 TC N 1 4 6 4u L 7 EC 16.63 S �, 11 f/ o fi 1.51 T t 7 CURVE TABLE a 70 �I 7 71 71 4Z4 mra Row CEABTH ransw �I 1 19-09.13" 320.00' 106.97' 53.99: Q�QVkOF NI TC IS 2 26'40'11" 300.00' 139.fi4' 71.11 .� O m LT 3 37'0155" 280.00' 180.97' 93.77' .UE SSE R.S REFLECT ANY SUBSTANTIAL c o f f ( n 4 82'39'30" 25.00' 36.07' 21.99' GM AgDIFtCATIONS AS PROVIDED TO Na C715B2 z m o D B2,21,OB" 25 00, 35.93, 21 97, wESOCIATES BY THE CONTRACTOR N # \\ CRESCENT RIDGE DR. 9� cI�L P��P a � 6 SO'2143" 300.00' 5426' 2720' SEE SHEET 8 ''p'� ��' � � 2 53'19" 320.00' 16.13' B.07' S161rM1TURE OF CAUFO E1d_O GE W ll� 11� ® B 1611240" 520.00' 147.13' 74.06' DATE Q 9 16'1240" 500.00' 141.47' 71.21' o0 DIAL TWO WORKING 10 16'1240" 480.00' 135.B1' 6B.36' GRAPHIC SCALE = N BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE A PUBLIC SEWICE RY 1-800-22]-2800 A I ® Q V Z�23 �p 40 20 0 40 80 120 UNDERGROUND SERVICE AI IIT 'N 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 ��T�1 CIVIL ENGINEERS SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT W N RR 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA IL ■•BBB RIVERSIDE CA. 92506 REVIEWED BY: RCE___-_--- DATE ENCROACHMENT PERMIT AND/IS A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE f TRACT NO. a32a337 GRADING PERMIT HAS BEEN ISSUED. -S ISSUED. � (951) 666-1070 '. I LT � $ A 3 8 0 C [ A T E S THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ((I ( GAIA) V, W. S / / ¢ C71RBR INSPECTOR DATE STREET IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 17i 9A1C }LVISb Gdf - ♦ S SCALE: BENCHMARK: m�H/C♦�pR. OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CRY APPROVAL OR KEN SEUMALO, R.C.E. NO. 56915 DATE ,q, cNvtu PREPARED BY: DANIELL M. LOGSDON H: DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DAT .pt. 1 uF' V' SEE SHEET N0. 1 FILE N0. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS CITY ENGINEER O lC� C71582 NSA FOR: W.D. F.B. FOR APPROVAL BY THE cm. ENGINEER CITY CITY OF LAKE ELSINORE DATE R.C.E. N0. DATE: g•NpygpNlµ IiOFES pq-pgDi I t�oo� '..