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AP 65 32J �. 4 2, m* E Vim. 10 Ir- A��y `t�_�1P 9 ' ��a•'``�•`� OA 6Q, SG 4 2045.36 12+21.11 1 3 4 So PER 2057. 9 ^W 2�0.66 TC 1� 0 Q1 TR. 32337 RG/SD PLANS TC 4 _ NBO'05'fi E 407.98' 1�A2• 20 5 ]e 204536 13 3 N 4 14 ,; 15�2056.oa_ 6 -15+B2.91 ]a a-, CONSTRUCTION NOTES TC TO BC +2909 O1 CONSTRUCT 0.25'A.C.OVER 0.50'A.B.CL.II m rn \ \\ 1 2 p110 10G . .11 0 1 NT q Q CONSTRUCT TYPE "A-B"CURB G GUTTER PER RIV.CO.STD.NO.200, rn x \ \ 6 0 \ SCENT RI \ � (� 2 9 12+21.11 15+33.30 \ DR. O4 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.N0.400 G 401 (W-67 2040.42 2041.69 \ 3°2 EC BC Sc 9 EG \\ A� '{ Oj� G 90 �, O CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD.209 v EG 76 10t� 9ryA 1A, 2056.70 TC �r.IB.3 TC \ © CONSTRUCT 4"THICK P.C.C.ACCESS RAMP PER RIV.00.STD.403,CASE A. o Q \\ O7 CONSTRUCT STREET MAW SIGN PER LAKE ELSINORE STD,DWG.201 2 3 4 5 / B O CONSTRUCT CATCH BASIN PER RIV.CO.STD.DWG.300 G o GUTTER DEPRESSION PER RIV.GO,STD.DWG.311,CASE B 10+00.00 CRESCENT RIDGE DR= 1 31� 7G, fo REMOVE BARRICADE N 44+16.48 GATEWAY DR. N REMOVE A,C.BERM/DIKE N / SAWCUT AND REMOVE EXISTING EDGE PAVING 2'MIN.COLD PLANE 2'MIN.OVERLAY o INLET LOCAL DEPRESSION ,/ 7 \\�\ "�� CURVE O o.f0'MIN.THICKNESS OR AS DIRECTED.SEE DETAIL ON SHEET 2 � � 1.V it Y E TABLE 34 PROTECT IN PLACE a DETAIL CATCH BASIN f/ 8 1 R 3 03/J \�\ ��it�. DELTA RADIUS LEWTH TANDEM m N.T.S 1 titiJJ 1 z 10'04'52" 25.00' 44.10' 30.37' v �JT 7/8G(G� �3Z ������ ���) t- E 1L� _�® 5 29'14'40" 320.00- I63,33 83.49' D Q 10'14'12" 110.00' 19.65' 9.85' vo 100'30'25" 60.00' 105.25' 72.15' 80'O2'Of" 55,00' 76.83' 46A o DIAL Two WORKING 9 80'02'01" 35.00' 48.89' 29.39' GRAPHIC SCALE 1"=40' NN BEFORE DAYS BEFORE o YOU DIG YOU DIG 10 10'14'12" 110.00' 19.65' 9.85' TOLL FREE A PUBLIC SERVICE BY i-SDO-RR7-2B00 20 UNDERGROUND SERVICE ALERT 4j fjt' O/ 4B 21) D 4� BB 1 NOTE: APPROVED BY: SEAL-ENGINEER A L R E R T A. CIVIL ENGINEERS "AS BUILT" CITY OF LAKE ELSINORE SHEET No. WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE E TTT IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT c 3788 MGCRAY ST. REVIEWED BY: RCE DATE ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE I RIVERSIDE CA. 92506 TRACT NO. 32337 GRADING PERMIT HAS BEEN ISSUED. ISSUED. A' (951) 686-1070 a A 9 F- O C I A T E S THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR q/a / / M�I 4. / / ��,_ INSPECTOR DATE STREET IMPROVEMENT PLANS AS THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. _�(I.._ .f6��,(�r O[ G¢ Z,e/d ��lM^ SCALE: BENCHMARK: C:RESCIElI'f RAW M OF B SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR KEN SEUMALO, R.C.E. N0. 56915 DATE .�. GIVIL ,EJ PREPARED BY: DANIE M. LOGSDON H: AS $fppN V: NSA FILE N0. DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE CITY ENGINEER 4'qe gT>fff'- 7 SEE SHEET NO. 1 FOR: W.O. F.B. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS FOR APPROVAL BY THE CITY. ENGINEER CITY CITY OF LAKE ELSINORE DATE {0 R.C.E. NO. C�1582 DATE: K.HDVNANLW FOES O4-Ml