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HomeMy WebLinkAbout11-047 ESTIMATE OF STREET PLAN CONSTRUCTION N07E$ QUANTITIES LAKE BOW= WALDMM W EXISTING PAVEMENT z NEW PAVEMENT O CONSTRUCT C A.C. OVER 6"A.B. PER CITY OF LAKE ELSINORE STD.NO TOGA(MINIMUM PAVEMENT 2,954 8,280 S.F. '- CURB AND GUTTER SECTION).FINAL PAVEMENT STRUCTURAL SECTION WILL BE BASED ON FIELD SOIL TESTS DURING NEAREST VARIES LANE CONSTRUCTION. CORYDON ROAD TI=9.5 AS APPROVED BY AGENCY. TRAVOR FURTHEST TRAVEL PER PLAN O CONSTRUCT TYPE A-8 CURB AND GUTTER PER RNEWDE COUNTY STD.NO 101. 156 L.F. PANE,SEE PLAN 1 VARIABLE DEPTH COLD MIN. EXISTING EDGE O SAW CUT EXISTING PAVEMENT PER DETAIL ON SHEET 2. 300 9m L.F. PLANE AND OVERLAY OF PAVEMENT O 7,050 3,957 S.F. 4 REMOVE EXISTING A.C./A.B.PAVEMENT. O COLD PLANE EXISTING PAVEMENT 1 1/2-DEPTH AND CONSTRUCT VARIABLE THICKNESS OVERLAY 2,665 8,825 S.F. 0.10'MIN © CONSTRUCT ACCESS RAMP(CASE"A")PER RIVERSIDE COUNTY STD.NO 403 AND PER DETAIL"A" 2 EA. LEAVE EXIST BASE (UPON APPROVAL O7 ADJUST UTILITY TO GRADE 3 EA. OF INSPECTOR) O REMOVE EXISTING CURB&GUTTER 35 210 L.F. SAWCUT AND JOIN DETAIL 9 RELOCATE EXISTING SIGN 1 EA. N.T.S. IS, CONSTRUCT ACCESS RAMP(CASE"B')PER RIVERSIDE COUNTY SID.NO 403 AND PER DETAIL-C" 1 IX' it CONSTRUCT 8'ASPHALT CONCRETE BERM PER RIVERSIDE COUNTY SID.112 272 466 EA 12 CONSTRUCT CONCRETE LMNEWAY APPROACH PER COUNTY OF RIVERSIDE STD.N0.207 AND DETAIL"A"ON SHT 5 300 S.F. 13 CONSTRUCT 4`AC PAVEMENT 186 S.F. EXIST. CITY OF LAKE ELSINORE CITY OF WILDOMAR EXIST. R/W R/W 30' 55, 38' VARIES 13'TO 36' I UnM CONST1IRCM NOT7 LAKE Baps ILpOMIAN 38, VARIES 0'TO 5.5'1 VARIES VARIES VARIES I 25 REMOVE EXISTING BOLLARDS 2 E.A. EXIST.PAVEMENT EXIST PAVEMENT44.5'-29' 3211' 19'TO 42'1% 2% 3 26 RELOCATE EXISTING FIRE DEPARTMENT CONNECTION AS SHOWN PER PLAN 1 E.A. MM 8"AC BERM0NOT USED E.A. PER COUNTY OF6"AC./6"AB.(MIN.) RIVERSIDE SfD.1212 28 RELOCATE EXISTING WATER SAMPLING STATION AS SHOWN PER PLAN 1 E.A. AND PER EVMWD STD. W-20. CORYDON ROAD (STA.19+92.55 TO STA.21.57.00) N.T.S. DESIGN SPEED=55 MPH TI=9.5 EXIST. CITY OF LAKE ELSINORE.----t— CITY OF WILDOMAR EXIST. R/W R/W i 55' 55' 38' 36' VARIES VARIES 33.5'TO 38' 0 TO 4.5'VARIES I VARIES 19' EXIST.PAVEMENT 14.3'-23.2' 1 12.8'-21.7' _ 1%-2% 11-2% O B ARM 11 E AC./6"A.B.(MIN.) PERER COUNTY OFO RIVERSIDE STD./212 CORYDON ROAD (STA.21+57.00 TO STA.22+33.18) N.T.S. DESIGN SPEED=55 MPH TI=9.5 EXIST. CRY OF LAKE ELSINORE CITY OF WILDOMAR EXIST. R/W R/W 55' 55' VARIES 36'TO 38' 36' VARIES I3.8'TO 14.8' VARIES VARIES 14.8'TO 28.9' VARIES VARIES VARIES (4.6'-12') EXIST.PAVEMENT I I 14.27'-26' 6.8'-10, 19'TO 42' 1%-2% 3 1%-2% 5 1—21 3 1O 11 AC BERM 6 AC BERM PER COUNTY. 6'AC/6 A.B.(MIN) O O 6"AC,/6'AB.(MIN.) PER COUNTY OF 11 GRAPHIC SCALE RIVERSIDE STD.1212 RIVERSIDE SID,1212 CITY OF WILDOMAR DEPARTMENT OF PUBLIC WORKS CORYDON ROAD ACCEPTED BY: DATE: ( IN FEET) i inch= 40' ft.(STA.22+33.18 TO STA.24+44.98) Uri6 ©V I2/2o/L N.T.S. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE DESIGN SPEED=55 MPHTF 3 PETERS CANYON, SUITE 110 T1EED QROFESSIgyq/ y�� �Z���/ WILSON MIKAMI IRVINE, CA 92606 SIMIYMERLY-TRACT N0.31920-1 SHEEP �`J CORPORATIONSCO PLAM 2 RCE NO.49884 M. NEXP. 9-30-12 DATE T: 949-679-0090 � OF 1I H No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK: CONSTRUCTIONS I,-oy3on2 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED nyI / RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.7279.829. BRASS DETAILS, AND SECTIONS 6 'g CJ� U��� srgl �I�I� �Q THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"Y INTERSECTION OF SHEETS 9 @ wwolaal>aae o 0 DESIGNED BY: KAM DRAWN BY: KAM F OF CPCSF Q ve 06 L.,� DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLWE CHECKED BY: CC PROJECT MANAGER: SCOTT M.MLSON KEN A.SEUMALO R.C.E.#56915 CITY ENGINEER OF MISSION TRAIL W.O. FOR: F.B. FILE NO.