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HomeMy WebLinkAbout003 CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES O1 CONSTRUCT AC PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 3 124,338 SF 3"ASPHALT CONCRETE(PG 64-10) 6.0'PCC 6'CRUSHED AGGREGATE BASE r„- ,� �' aF.:. i 5'PUE 4.5' 20' 20' 4.5' 5°PUE O2 CONSTRUCT PCC DRIVEWAY APPROACH,STRUCTURAL SECTION PER DETAIL SHEET 3 112 EA SUBGRADE(95% MIN RELATIVE O3 CONSTRUCT TYPE'C'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 202 6,427 LF COMPACTION TO 1-FT MIN DEPTH) QS CONSTRUCT CONCRETE CROSS GUTTER PER PER RIVERSIDE COUNTY.STD NO 209 3,480 n PCC. DRIVEWAY APPROACH - �, 4' (MODIFIED WIDTH OF 3.5'PER DETAIL SHEET 3) � NO SCALE MIN 0 ti 1 ` C ` MIN © CONSTRUCT 4-CLASS B CONCRETE SIDEWALK ON NATIVE PER RIVERSIDE COUNTY 28,563 SF 2% 2Y /2' % STD NO 401(WIDTH=4',JOINTS PER RIV CO STD 400) - 2:1 MAX _ _ _ _ 20 MAX O7 CONSTRUCT 10'CURB TRANSITION PER CITY OF LAKE ELSINORE STD NO 206 '- .,�- 3.0'AC(GREENBOOK SPEC 203-6) 65 •6 O8 CONSTRUCT CURB RAMP& RETURN(CASE B)PER RIVERSIDE COUNTY STD NO 403 16 EA 6.0'CRUSHED AGGREGATE BASE(GREENBOOK SPEC 200-2.2) 3 13' 6 3 O9 CONSTRUCT 6-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 76 LF 10 CONSTRUCT 4-TYPE'D'CURB PER RIVERSIDE COUNTY STD NO 204 160 LF SUBGRADE(95% MIN RELATIVE 11 CONSTRUCT TYPE'A-6'CURB AND GUTTER PER RIVERSIDE COUNTY STD NO 200 BO LF AC PAVING COMPACTION TO 1-FT MIN DEPTH) 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 7 EA NO SCALE - WATER MAIN SEWER MAIN AND DETAILS SHEET 4 13 PAINTWHITE'STOP-LEGEND PER CALTRANS STANDARD PLAN DETAIL A24D 8 EA NOTE: BASE & SUBGRADE TO BE COMPACTED TYPICAL CROWNED PVT DWY SECTION 14 PAINT 12-WHITE STOP BAR PER CALTRANS STANDARD PLAN DETAIL A24E 8 EA TO SOILS ENGINEER'S RECOMMENDATIONS. NO SCALE 15 INSTALL(30"X 301 R1-1 STOP-SIGN PER CA MUTCD 8 EA PRELIMINARY STRUCTURAL SECTION (3"AC/6"AB) NOTE:DRIVEWAYS WILL BE PRIVATELY MAINTAINED. IS BASED ON ASSUMED R-VALUE OF 30 AND 16 INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO.4028 8 EA TRAFFIC INDEX OF 5 PAVEMENT SECTIONS NO SCALE CURB INLET CATCH BASIN 70' 54' F-I BACK OF CURB 3.5' _ 3.5' 4.5' 24' 131 3' 24' 4.5' 3.5' 6" CURB LINE 6" 1'1-3/16" p OW N i'1 3/16" 1.75' 1.75' 4' 4' SDWK 7-13/16" 4' 7-13/16" 1+" 1 9>•` GVR ap 1 CC. SDWK O;r " 2% N 2.0% *o 2.0% 2% 2:1 MAX 2:1 MAX LIP OF GUTTER - - 9 6 6 TYPE'C' •TRANSITION LEN�T�H� •TRANSITION LENGTH TYPE'C' 11 20' 13, 11 C& G 4'TYPE'C'C& G 4'TYPE'C'C& G TO C& G CONCRETE CROSS Q - 8'CURB FACE AT INLET 8'CURB FACE AT INLET GUTTER (W = 3.51 } SEWER MAIN •FOR TRANSITION LENGTHS SEE RIV CO STD NO 311 NO SCALE / WATER MAW STORM DRAIN ' GUTTER DEPRESSION/TYPE 'C' CURB&GUTTER TRANSITION AT INLETS ENTRANCE SECTION NO SCALE NO SCALE NOTE: DRIVEWAY WILL BE PRIVATELY MAINTAINED. LEGEND PROPOSED AC PAVING 9 ® PROPOSED AGGREGATE BASE - 0 PROPOSED PCC n o 2"COLD PLANE <o �o CAUTIONI LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND w" SHALL BE VERIFIED BY CONTRACTOR o PRIOR TO CONSTRUCTION. p • BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: zsourrl EOFORESTINTEDRIVE-SUITE275 J-Ia9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEETLAKE - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y O F L A K E E L SIN O R E m ELEVATION: 1400.873(NGVO 2W THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SSIPRIOR 9a9sse.o7o7CA 92630 PRIOR TO CONSTRUCTION. 3 - RIVERSIDE COUNTY DESIGNATION:E-14-70 e A CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PRIVATE STREET IMPROVEMENT aN DESCRIPTION:2.7 MILES NORTHEAST ALONG o �^y (FAx)9a9.ses.o7o9 H %' ENGINEERING COMPANY ricken UNAUTHORIZED CHANGES, OF RAILROAD CANYON ROAD FROM THE BARRY J.COWAN $ gineering.com PLANS FOR CANYON HILLS PH S PA 2C m�- CALL r+ CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE VTTM #36117 & #36118 9 " INTERSECTION OF RAILROAD CANYON ROAD R8� p orange $an Diego-Riverside-San Luis 06'spo-gakersfiNd-Saaamenw-Phcenu-Tucson AND STATE HIGHWAY 71,122.0 FEET ""7 BEFORE pa• 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE o NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG! - �,A�� * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 o O1 6.0 FEET SOUTHWEST OF POWER POLE / - BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FILE NO. m •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA,RCE°42866 DATE J} CIVIL �P Q MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER �lF M�(/`"') a - a„`� 1p�Z7l�� SCALE: SHEET SPECIFIC UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CITY Of LAKE ELSINORE OF CA�V4 ---t�'w 5 NOTES & DETAILS - R 0 o N TOP OF CONCRETE POST E-14-70. Call at bast 2 working days prior to excavating. BY: BARRY J. OW N,RCE C46568 DATE DATE: