HomeMy WebLinkAbout3823-3ro
18.51 1.5' 2%
Ch
6
STA. 10+91.29
R/W
32f R/W R/W 32'
5'
15' 120 15' 5' 12' I- 5' 3.5' _1.5'
.5
(1.80%) 2% (2.19%) 2%
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y 1
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.50 STA. 12+67 STA, 11+0,3
R/W
lb
R/W
R/W
R/W
N
R/W
R/W
R/W
R/W R/W
321 32'
- 5' 12'
15' 12P I- 5' 3.5' 5' 2% 2% (2-43 2.5 7'T %)
6
C� 16
STA. 11+92
STA, 13+64,16
R/W
CROSS�SECTIONS FOR
M1 R AVENUE
r"Underground Service Allert.-N
1-800
TWO WORKING DAYS BEFORE YOU DIG
OWNER DMLOPER:
NEW WEST HOME
R DRIVE, SUITE 480
NEWPORT BEACH, CA 92660
(949) 640-6420 FAX: (949) 640-9310
HORIZ.: 1"=10'
VERT.: 1 =4'
BENCHMARK:
NAIL IN POLE #1536697E
S.W. COMER SULTANA BASELINE
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+ 0 4 C4 tn C14 Aw C4 00 i C*4 0:
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------- C4 0 ---- ---- -- 4- .4 0 22 C4 � C 4- I0 —tt 0 ri:22
qlu ILL. 1-17 0 RIB RETURN- zi EXISTING RT CU 1 31 0 1300 1E, - T -,7 Iu
-4 PER TRACT 16216 + DWG. 140 324A to C) 0 + t 0 Ido X CO to 1� (SHEET 4) C14 + m CYA + if) 0 + C14 + < Z (0.7 0 0 77-) C4 5 0 0 0 C14 4cw -fall + to ro.90%)
I T "FL, -EXMT--,,. X -GUTTER
TAN. GRAfX -2.23X c4 124% __7 71 I+ 4- 771 0) Os PROP P OF CURB X uj 10 1300 RT— T C.F 20'� RIGHT OF + V-: t4 Cm 4- ES N C4 C4 ----------- __4 0 0 0 0 PROFILE SCAL 0 HORIZ. 1 40'
VERT. 1 "=4' 10+00 11+00 12+00 13+00 14+00
7 f
C 00
_4 77"
74
F_ J-1 F_
F-)
F' _F -, F
0 0 DENSE
TRff��
EX. 48" S.D.
EXISTING STOP
BAR AND LEGEND --- - -----
EXIST. IMPIROVEME��_
PER TR. 16216
44L' NWG NO. 32 ET 4)
HEMLOCK
AVENUE
& I Xqs I I /90 /0 I I ",-Oep �WWWIAIG
MARK I By I DATE APPR.1 DATE
ENGII REVISIONS CITY
48' S.D.
I&b 3448 SHEET 3
,_�—EXIST 11 IN G 8 WATER
EXISTING 80 SEWER
EXIST. IMPROVEMENTS
PER TR. 16216
-W NO. 3244 )�SHE�T 3)
TO REMAIN IN F ACE
15+30.20
INT.
—s �j.3' TC (07.14)TC tL 7+0�: ir�f
L 06.47)FL
EXIST. ST. LIGHT
C MARINERS WAY
PER TR. 16216
EXIST. DWG. NO. 3244
SIDEWA�K
L 20' 20' i
T JR,
AV
� I
V A. S 01
25917
A.C. OVERLAY
NEW A.C. PAVEMENT
"RE00M DM%"P0w
9- oil -
CONSTRUCTION -NOTES
3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006
4 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015
GK_ —
5 CONSTRUCT 4 1/2" MIN. A.C. PAVEMENT OVER 12m COMPACTED TO 95% NATIVE MATERIAL 6 & SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN NTH NEW PAVEMENT
AS SHOWN ON DETAIL ON SHEET 1
8 CONSTRUCT 8w CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003
16 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (GRIND EXIST. PAVMENT 0.10- MIN.)
REMOVE EXISTING TREES
SCALE: 1 40'
�0, 40, go, i k, i �0,
SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CSL ENGINEERING, INC.
FES STREET IMPROVEMENT PLAN
NOT COMIMENCE WITHIN TWO YEARS OF THE DATE OF 11651 STERLING AVENUE, SUITE E <<-\ RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
APPROVAL SHOWN HEREON AND CARRWM FORTH IN A A- SCALE:
0- (951) 785-5122 FAX (951) 785-5180
DILIGIMT MANNER. THE CITY ENGINEER MAY REQUIRE rn SE 1"=40'
w No. 2591 m MILLER AVENUE
REVISIONS TO THE PLANS TO BRNO THEM INTO :_0
* Exp. 12/31/05 * DESIGNED BY: FROM HEMLOrqK AVE. TO DATE:
CONFORMANCE WITH CONDITIONS AM STANDARDS IN PREPARED BY: R.C.E. NO. 25917 SE
%P APRIL, 2005
clvl\� (EXP. 12/3179T- -S22-1?E. OFJIEWOCK AVE.
EFFECT. OF C CHECKED By VPROVED BY: 7 SHEET