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75 75
I
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EXISTING TDP OF qURE32 LTI
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lit
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80
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+ p •
ri
+ N aN N
75 a N XI T T 75
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II
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OF
+ Q N
70 ?0
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to •
PROFILE SCALE
1"=40' HORIZ.
LL 1 "=4' VERT.
1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 71
2. SEE SHEET 1 FOR TYPICAL SECTIONS.
SEE SITE GRADING PLAN
FOR INLET DETAILS
FUAm it/**
---- -- -- - -- ---
■ BLOCK & 'WROUGHT IRON WALL
'. 8" WATER 15
EX. 15" SEWS I
AC OMM ON ......
6S
YEAKENED PLA'ME EXPANSION JOINT
JOINT (TYP)
Co
to
N N
(DD W
04
FLOW
LINE
II
in
E1AS1 R
20'
20'
2
RROPOSED R/w
67.06 2
a 1 2 ~
14 2 i 5 cn
►�- tS
cn Q
+_ o
14 v� 15
17.5'
20'
20'
20'
90'
EXISTING SIDEWALK 0
60'
EXISTING GHT OF A
T EX. 10" WA UNDE U
C*4 j EX. 10" WATER UNDER CURB
15.00'
E /sronM 11
" 15
8
"
iv EX. $ WATER
08'58'20"
�8e*WATEP.03) FLEX. EX. 8 WAl1=R
rX 15" SEWER
C6
'"' EX. 15" SEWE
'
EX. 5 EWER � • EX. 12" DIVER
- --
C7
-UU
�� _
-
- - -
50' (T1tP)
20'
20'
20'
15'
15'
17.5'
17.5'
17.5'
17.5'
20'
20'
20'
90'
70'
60'
� TAPER
BUS BAY TUSCALE: I 2V
RNOUT
JUND SERVICE ALERT
CALL: TOIL FREE 40 0 40
1-800-122-4133
Scale 1" = 40 ft
NJMf; 3,Wwt.d" MW_ A& V, I"e nom: 10:0V
120
NO. C29725
Exp. 3/31/99
CIVIL
I ArtK
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'° � s I TRU NU
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Fn
13+1110 CA RWAL x
CONSTRUCII-ON NOTES
Ql CONSTRUCT CURB AND GUTTER PER CITY Of FONTANA STD 101, 8" CF EXISTING FIRE HYDRANT TO BE RELOCATED 11 SAWCUT EXIST PAVING �
02 CONSIAUCT SIDENALI( PER CITY OF FONTANA S1D 105A Q7 CONSTRUCT gSCMIIR(iE S1RUC1t1RE PER CITY OF FONTANA SW 121 D MODIFI PER DETAIL 'A' 011 RETURN PER RAMPED CURB R CITY OF FONTANA STD 10
Q3 CONSTRUCT CROSS GUTTER AND SPANDREL PER CIN Of FONTANA STD 105 08 CONSTRUCT BAY PIURNOUTA�T�E� ALSECTION ON SHEET 1 Q STALL 22,000 LUI�JI 200 w STREET UalT PER STREET LIGHT PLAN.
O
CMT1RUCTY�A�PfD�CEl��E1URN PER CITY Of FONTANA S70 104A Og CONSTRUCT 6' CURB PER CITY Of FONTANA STD 101 14 REMOVE EXISTING SIDEWALK
NTHOS PLACE 4' AC OVER 6" Cl N AB RACE 0.11 A.C. OVERLAP 15 EXIST POLE TO BE UNDERGROUN6ED BY OTHERS
8
f �
7:�71
f
CURVE LENGTH DELTA RADIUS TANGENT
C1
55.22'
90'24'11
35.00'
35.25'
C2
45.45'
13'56'11
186.84'
22.84'
C3
10.42'
11'56'39"
50.00'
5.23'
C4
23.56'
90600'00'
15.00'
15.00'
C5
7.83'
08'58'20"
50.00'
3.92'
C6
23.44'
89032'48'
15.00'
14.88'
C7
23.68'
90'27'12"
15.00'
15.12'
CS
9.84'
11'16'34'
50.00'
4.94'
C9
9.87'
11'18360
50.00'
4.95'
C10
6.63'
7'35'41"
50.00'
3.32'
C11
6.63'
7'35'34"
50.00'
3.32'
C-10 1
A