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C NNECTED T FUTURE ST R DR IN.A BY CROUSE/BEERS & ASSOCIATES DATED MAY -2005, DING NO 3817.
SIGHT LINE, L = 430', MPH 0 PEIR-GITY
III
OF FONTANA STD. DETAII 1 14-0
10" SANITARY SEWER PER OFFSITE SEWER Lu
- PLANS BY CROUSE/BEERS & ASSOCIATES,
INC. DATED 5-2005. DRAWING NO.._35_lT3-'�'/
SBC-- SE3C-- SBr--- SBC___ SB_G_ SBC----- SBC--- SB -r- SBjQ_-- SK, SB s B -c- s BIC,
s
Lij 'S
Bl-_�- SB
C
TEMPORARY 8" ASPHALT CURBJ W"
r
P FE ITY
1 OT_ s
s s C "M
0- 3
_1 G M-
`47
G -
13+00 14+00
s s
.... .....
� .............
C) Q
50 PER CITY OF LO LO
60 L6 L6
FONTANA STD- DETAIL 1 0 \_FH PER USPS
8
UTILITY PLANS
2.01
STA. 11 + 3 3.9 8
-STA. 10+75.00 BCR STA. 12+71 �45
EXISTING R/W
>
PROPOSED SEWER SERVICE OFF 34.0' RT
SIGHT LINE, L 300'
PER U.S.P.S. UTILITY PLAN
MPH 40 PER CITY ECR STA. 1 2+76�95
7
OF FONTANA STD, DETAIL 140 OFF 39.5' RT
-PROPOSED 16' ROW BY BCR STA. 13+11.94
SEPARATE INSTRUMENT
OFF 34.0' RT
ECR STA. 13+17.44
R=35.0% L=54.9"1 ECR STA. 10+54.91 (CURB RETURN) = OFF 395 RT
TAKlr_P_NlT--�A Q_�' STA. 10+56.87 (SANTA ANA AVE,), OFF 3 4. 0' RT
gg
MAI =10 Imp Films,
=a LVIJ 1 11 11 11
I
IZ
--!S
SIGHT LINE, L = 430', MPH
= 50 PER CITY
OF FONTANA STD. DETAIL 140
SK__ SK, SB.C--- SB�_'- S84;--- SK- S5C-- SaG- S
EXISTING WATER VAULT
. ........ ... s s
15+00 16d-00
END TEMPORARY ASPHALT CURB & GUTTER STA,
13+47.18 MATCH EXISTING EDGE OF PAVEMENT
�0 jai ELEVATIONS 1059.65.
N1 L
+1
vi STA. 13+21.58
Ivi PROPOSED FIRE SERVICE
3.
1\)1 PER U.SP.S. UTILITY PLAN
cn :Z;
STA. 13+24.19, OFF 34.0' RT
END PERMANENT CURB AND GUTTER
4 PERMANENT CURB & GUTTER TO BE, INSTALLED
AFTER COMPLETION OF ADJACENT IMPROVEMENTS TO SANTA
ANA AVENUE, PROFILE DISPLACES FINAL ELEVATIONS.
GEOi5_
S BC-- 5 K_- S K, 5 B -Q- S B-(;-- S B4;- S E34;-- S D C-- S E-'
s - s 0--
G -- ( 1 0 __
w
404-
5' MIN. 2' MIN.
OVERLAY AT OVERLAY AT
0.15' DEPTH FULL DEPTH
(12')
TRACT 9862 (65)
(46')
EXISTING RIGHT OF WAY
(34')
EXISTING IMPROVEMENTS
BY 01 -HERS
EXISTING RIGHT OF WAY
34
(VARI ES)
1 -0 � 9'- 12.4'
(2. 0 %) (VARIES)
_T - - - - - - (2,0%) (0�55-2.3%)
-EXISTING
----- ------------
------------
GROUND
i- ------------------------------------------
-I I ------------------------------------------------- --
EXISTING
SIDEWALK BASE COURSE
EXISTING 8" GRIND AND OVERLAY TO JOIN---/'
CURB AND GUT -TER EXISTING PAVEMENT SEE
THIS
SHEET FOR DETAII..__ 4
NEW AC/AB EXISTING A.C. PAVEMIENT
1- .11 1 , * * , " " . r I . 4 1 V I . I 1 4-
- . .1 :< :,Zt , : . , I .. I . .. . I . .1 1 !� . , . 4
<�t " 4 .11 l< V., '' '. 'I - , <
4
SAWCUT EXISTING
PAVEMENT 2' MIN.
APN# 255-010-25
SANTA ANA AVENUE
SCALE HOR 1 40' EXISTING PAVEMENT JOIN DETAIL
north SCALE: N.T.S.
R EV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED
oel,
... . . . ..... ....
IMPROVEMENTS NOT COMMENCE WITHIN TWO IT
YEARS OF THE DATE OF APPROVAL SHOWN HEREON �e A
AND CARRIED FORTH IN A DILIGENT MANNER, TH E
JU
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
S TANDARDS IN EFFECT.
gm
Nil,
EXIST INC
1__OP
E_
SCALE- N.T.S.
LOOKIk EAST
T. 1. = 9. 0
LIMITS OF IMPROVEMENTS
16' PROPOSED
RIGHT OF WAY BY, SEPERATE INSTRUMENT
U.S.P.S.
VARIES 6.0 0.5' APN 255-010-25
210-23. l')
2�. 0 %
YP
Typ
2.0% 4.1
lyp
CITY OF FONTANA, CALIFORNIA