HomeMy WebLinkAbout4157-3EXISTING EDGE RELOCATE EXISTING POWER- oi MATCHUNE
POLE; CONTRACTOR TO U-) SEE SHEET 2 u)
OF PAVEMENT COORDINATE WITH UTILITY -F ll�t C)
2 il=_Q +
APN# 0190-061-19 EXISTING R/W- _(Da 0
EXISTING R/W c)) (o T- A. P. N. #
VACANT LAND STD.1007 2 rZ, N A.P.N. # 190-061-10
NEW R/W /W— re) n 190-061--23
NEWR n �o N n
8 V_ V_ EXISTING CURB CONSTRUCTION NOTES::
4 Z 3 AND GU TTER
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C4) 5 4
8 CONSTRUCT 6" CONC, CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO 1003
/,--EXISTING R/W
51
P. P.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006 OR 1007, SEE PLAN,
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9E
D2�
JOIN LINE--,,
7 3 13 00 CONSTRUCT 4" MIN, A.C. PAVEMENT OVER 12" COMPACTED (95%) NATIVE SOIL,
EL
4" P.C,C. SIDEWALK OVER 90% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD PLAN NO, -ID15
CONSTRUCI
HARVEY "\-Cl4)q joj' "l - DRIVE'
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SAWCUT & REMOVE EXISTING PAVEMENT AND BASE
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STI) PLAN NO, 1005 (W=16') PER PRECISE GRADING PLAN
STA 8+13. 8 Ljj STA 10+00.00 MELINDA WAY
Lli EXISTING R/W
�_-N—DTF: CONSTRUCTION Ljj STA 9+97.08 HARVEY DR. CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD, PLAN DETAIL N0,104, (MODIFIED W=8')
JOIN EX. SEWER EXISTING 8" SEWER EXISTING R/W
(1627.63 IE) SIGHT LINE STA 11 +22.12 CONSTRUCT STREET LIGHT PER STREET LIGHT PLAN,
jjNE STA 10+02.08 HARVEY DRIVE= PER STD #140 END OF CONSTRUCTION
PER STD #140 STA 10+00.00 MELINDA WAY CASE #2 L=200' (9 NOT USED
CASE #2 L=200' (32.20 FS) MPH=30 REMOVE EXISTING CURB AND GUTTER
MPH=30
REMOVE EXISTING AC PAVING AND BASE
LEGEND
(l 2) REMOVE EXISTING SIDEWALK
1-11
RECONSTRUCT FULL DEPTH AC
T 1'� A C IT I L L. NEW AC
IT [_J L L D E P
.... . .....
-4 COLDMILL AND OVERLAY A MINIMUM OF 1.5 INCHES AC PAVEMENT (SEE SHEET 1)
C( I )LE) MILL AND OVERLAY CROSS GUTTER
Is
REMOVE AC
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I LTj_ - - L -N a. C I TY DA'