HomeMy WebLinkAboutTR30492, 30492-1 & 4 Street Storm Drain Improvement Plans pg.6 _.- - - -- 26
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TRACT 049 - III III to 7 96 95 oW �71 21 i '�� NW L RV DATA 2 III I III 99 98 97 O 3 '8^ N O CURVE RAD 25.0 LENGTH
93D491TA TAN
'04" 26.72
CANOPY LANE i 10 74 y 25.0 38.76 88.50'25" 24.50
TRACT 3049 I- z 25.00 39.21 89.51'28" 24.94
II -� 62+75.19-CANYON HILLS RDA D=
CONSTRUCTION NOTES: III I III TRACT 30492-2 10+00 O-WHISPERING WILLOW DI. Q AA z5.00 3e.10 e71s'Dz" 23.86
o-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0.,2A0 III LEGEND I I I BB 980.00 209.65 12.15'26" 105.23
ABBREVIATIONS: CC 1000.00 233.74 13'23'32" 117.40
4&CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK DD 1020.00 216.10 12.08'20" 108.46
CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS ---- RIGHT OF WAY BC BEGIN CURB HP HIGH POINT WHISPERING WILLOW DRIVE EE 1820.00 35.28 01'06'39" 17.64
4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 LOT LINE BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE FF 1780.00 36,03 01'09'35" 18.01
- CENTERLINE BVC BEGIN VERTICAL CURVE WILY NORTHERLY GG 1800.00 119.94 03-49'04" 59.99
OS -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 4p1(LOCATION
GSH�/��LANS) O LOT NUMBER C.L, DRIVEWAY CENTERLINE D.C. ON CURB
O.G. ORIGINAL GROUND
INSTALL STOP SIGN RI PER CALTRANS TRAFFIC MANUAL �IIp EC END CURVE PI POINT OF INTERSECTION
7O-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN 1�1!' CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE I`
8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CONCRETE SIDEWALK EP EDGE PAVEMENT RAO. PT. RADIAL POINT AS'BU I LT
( 0 ASPHALT CONCRETE PAVEMENT EVC END VERTICAL CURVE S'LY SOUTHERLY 1 men= 40 ttn
O9-'INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 E'LY EASTERLY ST. LT. STREET LIGHT ao o zo 4o eo Iso
STREET LIGHT FL FLOWUNE TAN. TANGENT
10 CONSTRUCT GUTTER DEPRESSION, CASE C. PER RIVERSIDE STD. NO. 311 FH FIRE HYDRANT TC TOP CURB = - -
FH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE
12 INSTALL PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD A24D. T SIGN W'LY WESTERLY GRAPHIC SCALE(Ix FEES
NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY
1 4/rz a'sic kraGe JVZ07W Al?✓. Td C[/�' `_, _, CERTIFICATION: o P� H°"gcFy = CITY OF LAKE ELSINORE SHEET: 6
s a aaa o�/ RTC% TRACT NO. 30492 ,30492-1 & 4
(cpL��QoLl�l��[� - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE � �R �� CIVIL ENGINEERING
o ^OO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIN m �IPo,29242 A LAND PLANNING STREET & STORM DRAIN OF.
0 0 O AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
anew:3-31-2007 'k 1181 CALIFORNIAAVE.•STE.102•CORONA,CALIFORNIA-81 IMPROVEMENT PLANS
(909)280-414 FAX(909)280.4150 CANOPY LANE-FROM 27+00.00 TO 31+00.00 FILE NO.
TWO WORKING DAYS R4YMOND 0'DONNELL, R.0.E.N0. 660J DATE /qT CIVIL ��\p RCE 29242 03-31-07 WHISPERING WILLOW DR.-FROM 10+00.00 TO 12+49.68
BEFORE YOU DIG FOF CAL�F� JOES PH ARTGE LICENSE NO. EXP. DATE W.O. FOR: F.B.
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