HomeMy WebLinkAboutTR30492-2 & 30493-3 Street & Storm Drain Improvement Plans pg.5 - I I I
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CONSTRUCTION NOTES: CUM DATA TABLE
N O1 -CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO, 200 CURVE RAD LENGTH DELTA TAN
LEGEND ABBREVIATIONS: NOTE: E 184.35 a2.1a 2531'48" 41.76
to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO.209 AND 209A N 25.00 43.69 100'08'23" 29.87
UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK ADD 1500 TO PLAN VIEW ELEV. 0 25.00 36.01 82'31'24" 21.93
3O-CONSTRUCT 4"A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS B IC BEGN CURB HP HIGH POINT P 110.00 49.01 25'31'48" 24.92
RIGHT OF WAY BCR BEGN CURB RETURN M.O.C. MIDDLE OF CURVE
4O-CONSTRUCT CURS RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0.403 LOT LINE 0 38.00 136.31 205'31'48" 197.73
BVC BEGIN VERTICAL CURVE N'LY NORTHERLY
5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO.401(LOCATION AND WIDTH PER PLANS) --- CENTERLINE C.L. CENTERLINE O.C. ON CURB
6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H.AS REQUIRED BY THE FIRE DEPARTMENT ( LOT NUMBER DWY. DRIVEWAY O.G. ORIGINAL GROUND
EC END CURVE PI POINT OF INTERSECTION
7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207,WIDTH PER PLAN CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE
9500 LUMEN
8 INSTALL RESIDENTIAL LIGHTING O RIVERSIDE STD. NO. 1000 ( CONCRETE SIDEWALK EP EDGE PAVEMENT RAD. PT. RADIAL POINT
( ) PER COUNTYF
EVC END VERTICAL CURVE S'LY SOUTHERLY AS-I3 U I LT
o-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT 1 inch= 40 if.
FL FLOWLINE TAN. TANGENT 40 0 20 40 80 18o
10 CONSTRUCT GUTTER DEPRESSION,CASE C,PER RIVERSIDE STD. NO.311 -0 STREET LIGHT FH FIRE HYDRANT TC TOP CURB M Ed
tYFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE
T SIGN W'LY WESTERLY GRAPRIC SCALP(IN FEET)
p o p p N0. DATE REVISIONS APPROVED BY DATE CITY SEAL 6 PREPARED BY:
I �tOFESS1 CITY OF LAKE ELSINORE
- CERTIFICATION KPH HqR Fyc w �j �g ry pp �j ^ ry �j SHEET:
w o 6AA�9T@LLFm� 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE W�Oy TCtn CIVIL ENGINEERING TRACT NO. 30492-2 & 30492-3
pT o�OO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY r No.29242 LANE)
PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9
u O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING
5 - .,�/^ 'k enew 3-31-2007 * 1181 CALIFORNIA AVE. -STE.102-CORONA,CALIFORNIA 92881 COTTAGE GLEN DRIVE FROM 26t5O.00 TO 30t50.00
AS--03 J (909)280-4144 FAX(909)280.4150 C FILE NO.
TWD WORKING DAYS 6 RAYM D O`DONN L. R��C.E. .2880J DATE lqV. CIVIL `���P RCE 29242 TREETOP LANE FROM 10+00.00 TO 11+85.00
BEFORE YOU ➢IG 7 F OF CAL\FO 7 r..
., JOESE H HARTG LICENSE N0. DATE W.O. FOR: F.B.
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