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HomeMy WebLinkAboutStreet Imp_0008 - i i j to ce : _ 150 VC loo VC L= 39Z - - 1 0' VCJ)O ' 4 . V j��I =1 05 IS - I 1 1.32 - -- v n v v o o I o ry of°! o w -- I.. Io cl o t-._ CUT > rn U W m U sT E5 �I + _, _ 1 7 _ w 0 76 1% XI T G 6 DEF -. L 8,I__ _ _1� Iq - i J - -(-- - --I --f-- - kL_ -- + --- -- N 1 ' VC • .. rq - - F °� I �Nto 11 1 up V N Q 6 Cl LL7 Ni i. X CO rn K7.. > c� _ o z- o C -- -- 1.1 - I _ C ii - .8 V L= y__.-10b• c L- ' 1 .7 T cu -- _ N I >m '�°° I .. I --- CU CO m InI u�il _gym Ri Inl m- rn �- 1 , 95 F .. I PROFILE SCALES _ _ HORIZ. 1"=40' i 157 7 �- VERT. 1"=8' 2 v 057. L, - 10 11 12 13 14 15 16 SEE SHEET 9 SEE SHEET 5 PONT SHORE DR. McVICKER CANYON PARK ROAD � Iu 37 36 35 34 33 28 12+30.00 LUPINE HILLS DR, v 1014520 BCR 102+66.;7 NCVICKER CANYON 1962.f7 TC PAPoC�. 1958.50 I!O f2+79.00&3t f1+8fA0 ECR 0S 14+05,69 EC m- f963b7 FL 1961.14 TC \ � 33+56.00 t C8/19 3960.7E TC n 1960.64 FL 9 28'V=5' 1960.2E R m 1964.40 iC �.�•37� \ hi v 5 135.B0'S24' '55.65"W .. 2 '3 .. 126.69'N24'33']5.65'E 32 1958.65 5 q 5 + 6 m 1959.92 2 3 4 EG m EG I 1 262.31' 4'33'15.65E _ i 5 � � 11 3000'N24 15.65'E q 13' 14 P II n m 5 2 3 $ 5 1 5 Ri 2 3 6 INLET LOCAL DEPRESSION 8 8 7 126.69 A24.33'1.65"E 31 DETAIL CATCH BASIN d 19 0 10+45.00.ECR 12+79.00 EUR f4+0.5.69 BC 9• N.T.S. 11+56.00 t GB f 18 - �i 1962.49 iC 9 1964A0 TC 7 1961.99 FL N=26'V.5' 6 I• 1957.7E TC 1957.2E R. 10+00.00 LUPINE HILLS OR= 18+47.67 POINT S40FE DR. 1M147 TC !Q e 1982.62 A 1956.97 FL gi �;.- Di �s I... a 1 1959.E Ti 29 30 ES EG CONSTRUCTION (VOTES 0 SEE SHEET 10 0 IU"4�� �4'U'� Ol CONSTRUCT 0.25'A.C.OVER 050'A.B.CL.II N POINT SHORE DR. m m RI m m O CONSTRUCT TYPE "A-6"CURB G GUTTER PER RIV.CO.STD.NO.200. mW O3 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.ND.400 G 401 (W=69 n CURVE TABLE - DETAIL H LOCAL D HAWN#8 O4 CONSTRUCT mw GUTTER PER COUNTY OF RIVERSIDE STD.209 u~il DELTA RADIUS LEA6TFl TANGENT N.re. Q CONSTRUCT 4-THICK P.CL.ACCESS RAMP PER REV.CO.STO.403,CASE A. O 0 1 92'16'45.54" 25.00' 40.26' 26.01' © CONSTRUCT STREET NAME SIGN PER LAKE ELSINOE STD.DWG.201 v 2 90 TOW.00" 25.00' 39.27' 25.00' O7 STREET LIGHTS MOO LLNEM PER RIVERSIDE COUNTY STD. 1000 0 3 90'00'00.27" 10.00' 28.82' 14.49' Qo D 4 10'00'38.27" 38.00' 39.29' -14.49' CONSTRUCT DCATCHEPRESSION BASIN PER RIV.STD. STD.D 11,C G 210'01'16.53" 3B.00' 139.29' O GUTTER DEPRESSION PER REV.CD.STD.DWG.311,CASE B o 15.00 38.EL 110.00' 28.82' 14.49' o 7 90100'00.00" 25.00' 39.27' 25.00' N DIAL Two WORKING 90'00'00.00" 25.00' 39.27' 25.00' �� ��� HILLS BEFORE DAYS BEFORE 90'"00.00" 25.00' 39.27' 25.00 �"I GRAPHIC SCALE 1"=40' YOU DIG YOU DIG C T TOLL FREE A PUBLIC SERVICE RY 1-800-422-4133 A� BUILT UNAM M%mmml� DERGROUND SERVICE ALERT 40 20 0 40 80 120 NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. ��j�'� T CIVIL ENGINEERS WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE eaGPEssfgy� �/�/ N R K 3788 MGCRAY ST. SEE SHEET N0. i IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AIy,EN '•< t'Jj�11JJ ENCROACHMENT PERMIT AND/OR A AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE/ '0 `" RIVERSIDE CA. 9250E GRADING PERMIT HAS BEEN ISSUED. ISSUED�� ! �7 a e� fOt A T E s (9511 686-1070 TRACT NO. 32337-1 y �' /7!// YN^T STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR NR C38602 LUPNE FILLS DFL ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. I • ROBERT MOEHLING DATE �• OF 13 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR s rna P EPAi R 8Y: C58602 SCALE: STA.10W0 TO W92.31 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE t4 R.C.E. N0. FILE N0. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 63056 �DF G Q H: AS SHOWN V: N/A FOR:. W.O. F.B. FOR APPROVAL BY THE CITY. ENGINEER CITY R.C.E. N0. EXP. DATE: 6/30/06 DATE EXP. DATE: 12-31-06 K.HNWWIAN FDEfAST 04-0401