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HomeMy WebLinkAboutSt Imp-02 ESTMATE i STRUT PLAN CONSTRUCTM N07M DUANTnEs LAM SOIOIE TALDOIIAR I1 EXISTING PAVEMENT NEW PAVEMENT O CONSTRUCT 6"A.C. OVER 6"A.B.PER CITY OF LAKE ELSINORE STD.NO 10GA(MINIMUM PAVEMENT Z954 8,280 S.F. ` s CURB AND GUTTER SECTION).FINAL PAVEMENT STRUCTURAL SECTION WILL BE BASED ON FIELD SOIL TESTS DURING NEAREST VARIES TR L LANE CONSTRUCTION. CORYDON ROAD TI=9.5 AS APPROVED BY AGENCY. OR FURTHEST TRAVEL PER PLAN O CONSTRUCT TYPE A-8 CURB AND GUTTER PER RWSIDE COUNTY SID.NO 201. 156 L.F. - LANE, SEE PLAN 1' VARIABLE DEPTH COLD MIN. O3 SAW CUT DUSTING PAVEMENT PER DETAIL ON SHEET 2. 300 908 LF. PLANE AND OVERLAY EXIS71NO EDGE OF PAVEMENT O REMOVE EXISTING A.C./A.B. PAVEMENT. 1,050 3,957 S.F. O COLD PLANE EXISTING PAVEMENT 1 1/2"DEPTH AND CONSTRUCT VARIABLE THICKNESS OVERLAY Z,665 8,825 S.F. 0.10'MIN O CONSTRUCT ACCESS RAMP(CASE"A")-PER RIVERSIDE COUNTY STD.NO 403 AND PER DETAIL"A" 2 EA. LEAVE EXIST BASE (UPON APPROVAL O ADJUST UTILITY TO GRADE - 3 EA. OF INSPECTOR) ® REMOVE EXISTING CURB&GUTTER 35 210 L.F. 9 RELOCATE EXISTING SIGN I IX SAWCUT AND JOIN DETAIL O = - N.T.S. f0 CONSTRUCT ACCESS RAMP(CASE 7)PER RNERSIDE COUNTY SID.NO 403 AND PER DETAIL"C" I FA. it CONSTRUCT 8"ASPHALT CONCRETE BERM PER RNERSIDE COUNTY STD.212 272 466 E.A. 12 CONSTRUCT CONCRETE DRNEWAY APPROACH PER COUNTY OF RIVERSIDE STD.NO.207 AND DETAIL"A"ON SHT 5 300 S.F. 13 CONSTRUCT 4"AC PAVEMENT 188 S.F. EXIST. CTIY OF LAKE ELSINORE--+— CITY OF WILDOMAR EXIST. R/W R/W I 30, 55' 38' VARIES I } 13'TO 36' I - �RY C� LAKE MANOM MA.DOW 38' VARIES 0'TO 5.5' VARIES1 VARIES VARIES I 25 REMOVE EXISTING BOLLARDS 2 E.A. EXIST. PAVEMENT EXIST.PAVEMENT 1 4.5'-29' 3.2'-1 V 19,TO 42' 1% 2% 1%_2% 3 _I 26 RELOCATE EXISTING FIRE DEPARTMENT CONNECTION AS SHOWN PER PLAN 1 E.A. 5 e"AC BERM 11 27 NOT USED E.A. PER COUNTY OF O6'A.C./8'A.B.(MIN.) RIVERSIDE STD.I212 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. i DESIGN SPEED=55 MPH T1=9.5 EXIST. CITY OF LAKE ELSINORE CITY OF WILDOMAR EXIST. R/W R/W 55 55 i 38' 36' I i VARIES VARIES 33.5'TO 38' 1 0 TO 45VARIES I VARIES EXIST.PAVEMENT 14.3'-23.2' 1 12.8'-21.7' i - 1%-2% 11-2% 8"AC BERM 111 O G'AC./6'AB.(MIN.) PER COUNTY OF O RIVERSIDE STD.I212 _ 1 CORYDON ROAD I (STA.21+57.00 TO STA.22+33.18) N.T.S. DESIGN SPEED=55 MPH TI=9.5 'a 5 EXIST. CITY OF LAKE ELSINORE--f— CITY OF WILDOMAR EXIST. R/W R/W I � I " 55' - 55, VARIES 36'TO 38' - - 36' VARIES 3.8'TO 14.8' VARIES VARIES 14.8'TO 28.9' VARIES I VARIES VARIES (4.6'-121) EXIST. PAVEMENT 14.27'-26' 1 6.8-10' 19'TO 42' O 1%-2% 5 11%2% 10 B'AC BERM PER TYOF�212 C AC/5 A.R.(MIN.) Oj Oj G A.C./6-A.B.(MIN.) PPE ER COU�m OF it GRAPHIC SCALERIVER RIVERSIDE STD.I212 CITY OF WILDOMAR w w DEPARTMENT OF PUBLIC WORKS CORYDON ROAD ACCEPTED BY: DATE: I� ( IN FUT (STA.22+33.18 TO STA.24+44.98) 006 ©V {R/20/( 1 huh- 40 ft N.T.S. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 3 PETERS CANYON, SUITE 110 CITY OF LAKE ELSNORE DESIGN SPEED=55 MPH 1���t�7 TI=9.5 I1�a1 pR0(FSSlayq� �2,3-�� WILRPO RATIOMIKA IRANE, CA 92606 SUMMIEFILY-TRACT N0.3WO-1 CORPORATION SHEET SCOTT M.WILSON DATE T: 949-679-0090 STREI I�IIPRONT 2 a RCE N0.49884 EXP. 9-30-12 CONSTRUCTION NOTES of i :A "g No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: * C.R.Q2zm x 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DETAILS, AND SECTIONS 6 F sl9r c1wC ��Q THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF j F OF CN\- CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SHEETS CdZww„Iygq DC"nAav,re DESIGNED BY: KAM DRAWN BY: KAM .� DATE: OF MISSION TRAIL -- CHECKED BY: CC PROJECT MANAGER: S OTT M.WILSON KEN A.SEUMALO R.C.E.#56915 CITY ENGINEER W.O. FOR: F.B. FILE NO. .�