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HomeMy WebLinkAbout004 CENTERLINE DATA CURB DATA TABLE N0. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS 65 N51'43'36"W 231.40' LILAC ® A=83'37'09" 20.00' 29.19' TYPE 'C' C&G 66 A=02'22'44" 1000.00' 41.52' LILAC ® A=96'22'51" 20.00' 33.64' TYPE 'C' C&G © N49'20'52"W 547.20' LILAC 31 A=93'03'46" 20.00' 32.49' TYPE 'C' C&G 68 A=52'39'45" 230.00' 211.40' LILAC ® A=87'10'23" 20.00' 30.43' TYPE 'C' C&G 69 NO3'18'53"E 191.27' LILAC ® A=78.35'47 20.00' 27.44' TYPE 'C' C8,G - 170 N44'39'15"E 165.81' BLUEBELL ® A=84'20'34" 20.00' 29.44' TYPE 'C' C&G - 71 A=04'26'46" 1000.00' 77.60' DAHLIA ® A=99.07'22" 20.00' 34.60' TYPE 'C' C&G Q N35.33'33"E- 53.08' DAHLIA IA=61.35'53" 20.00' 28.48' TYPE 'C' C&G 0 A=36.23'49" 220.00' 139.75' DAHLIA ® A=94'21'l6" 20.00' 32.94' TYPE 'C' C&G 7)' N71.57'22"E 86.24' DAHLIA ® A=104'45'56" 20.00' 36.57' TYPE 'C' C&G - 75 N80'07'06"E 139.82' HIBISCUS ® JA=108-52'29" 20.00' 38.00' TYPE 'C' C&G © A=56.04'52" 220.00' 215.34' HIBISCUS ® A=90'00'00" 20.00' 31.42' TYPE 'C' C&G 77 N24.02'14"E 267.03' HIBISCUS 41 A=77.42'47" 20.00' 27.13' TYPE 'C' C&G 78 A=30.02'47" 980.00' 513.92' LAVENDER ® A=87.28'32" 20.00' 30.53' TYPE 'C' C&G 79 N32.48'34"W 115.58' CARNATION © A=96'21'50" 20.00' 33.64' TYPE 'C' C&G 80 A=33-09'11" 534.50' 309.28' CARNATION ® A=88'16'35" 1 20.00' 1 30.81' 1 TYPE 'C' C&G 81 N65.57'46"W 185.01, CARNATION ® A=33.23'16" 350.00' 203.95' CARNATION - 83 N32.34'29"W 88.39' CARNATION 6 Fi - 3' 6' 6' ol m U O v .4im N T � � ;...� III 26 LOCAL DEPRESSION DETAIL CB NO. 26 LOCAL DEPRESSION DETAIL CB NO.27 28 LOCAL DEPRESSION DETAIL CB NO.28 29 LOCAL DEPRESSION DETAIL CB NO.29 7' INLET @ STA. 13+42.92-O.S.20.00' LEFT 7' INLET @ STA. 13+42.92"O.S.20.00' RIGHT 14' INLET @ STA. 10+73.90-O.S. 20.00' LEFT 14' INLET @ STA. 13+98.77-O.S.27.00' LEFT DAHLIA DAHLIA DAHLIA HIBISCUS SCALE:T"20' SCALE:1"=20' SCALE:T"20' SCALE:1'�=20' 6' 6' 6' 3, Q - M� m rr m t- F-Li CI.� LL��3 a + j3 �HLL �rLL r�3�HJ Lo D�L 30 LOCAL DEPRESSION DETAIL CB N0.30 31 LOCAL DEPRESSION DETAIL CB NO. 31 32 LOCAL DEPRESSION DETAIL CB NO. 32 14' INLET @ STA. 13+97.09. O.S.27.00e RIGHT 14' INLET @ STA. 10+65.36 O.S. 20.00' LEFT 7' INLET @ STA. 10+66.36-O.S. 20.00' RIGHT CONSTRUCTION NOTES HIBISCUS HIBISCUS HIBISCUS 12 CONSTRUCT LOCAL DEPRESSION NO.2 PER RCFC&WCD STANDARD DRAWING NO LD201 o SCALE:V"20' SCALE:V"20' SCALE:T"20' AND DETAILS SHEET 4 m 0 'E W/0,6 Ov II /it Its ` BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: nv = 2SOUTH POINTE DRIVE-SUITE 275 J-+a9osc CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET - m% ELEVATION: 1400.873(NGVD 29) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH LAKEARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L SIN O R E THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR E �'44 9495888..0707 9263o PRIOR TO CONSTRUCTION. 4 - RIVERSIDE COUNTY DESIGNATION:E-14-70 ,. CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. gyp FAx)49saa.mo9 PRIVATE STREET IMPROVEMENT ±H DESCRIPTION:2.7 MILES NORTHEAST ALONG %' ENGINEERING COMPANY ( rickengmeering.com UNAtlTHORIZED CHANGES, PLANS FOR CANYON HILLS PH 8 PA 2C of Q RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL,NOT BE 9 " m�� INTERSECTION OF RAILROAD CANYON ROAD ( BEFORE 46568 z o,ange SanDego-Rverside-SanLursObispmBakersfield-SauamenW pnoeng�-r"rsoo RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE VTTM #36117 & #36118 AND STATE HIGHWAY 71,122.0 FEET YOU DIG! ��9Zy�r'[�LL- / PREPARED UNDER THE DIRECTION OF: PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS g NORTHWEST OF RAILROAD CANYON ROAD, ��'" %13' * * BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. ,g 6.0 FEET SOUTHWEST OF POWER POLE FILE NO. wm .1853732E 1.0 FEET NORTHEAST OF A 1-800-227-2600 - KEN J.RUKAVINA,RCE-42866 DATE .?4r CIVIL �p SCALE: SHEET SPECIFIC DATA TABLES & MARKER POST,A BRASS DISK SET�IN THE UNDERGROUND SERVICE ALERT CHECKED INTERIM CITY ENGINEER f NFL ww...r !pr /C LOCAL DEPRESSION DETAILS - 0 0 TOP OF CONCRETE POST E-14-70. Call at.least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: BY; C[TY OF LAKE ELSINORE OF CAS BARRY J.IOW A,RCE "C46568 DATE DATE: a