HomeMy WebLinkAbout1880-22,vvn Ni jayw
.,'0:) 83dVd INIMY31DI,
V JIVIld 31140114 Nvu—f9z I
1: 00
01�
4 Cl C3 r%
A
-A -
4
j
+ -71-_
A I
t
T,
4
ki
I_
L
T_ I
A-- . . . . . .
I -A
A
r
7.
-4
4-
t: ---- ---
+
-4-
T T
t- --- ---
4j- COO 00-
t
7- 4
C�PE - +
lcp----
o L
4 00r_
4
%w ------ -- -
+
-4 t -4
"V
Ain 0oo
4 4
+ f
0 t -- --- --
t T::
t + L
t t
V-0
w zCD
+
00� Lf) t
CD t
Cu I �:_, - i I - I_ 45
CU
L
0
+
V4 :_ 1 _- - I - , - - .1 CU
4
L I I IL T
f -cu L - � -'e, , - I I --- , _
t 1
-4- 0
LLJ - ! t ILJ _T T
o 4
Co 0 CD ' , - - I i
.4
elfoo-
L
t -
4
:1 L
CQ c4u 7M7 . t i
+ GD -
+0 0
T u
0
0 t t cli
Cn i
0 0.
t -
0 t ......
1 0 a) ILLJ
0
00-01
f - - - 4 - i 0
7T ro
tu
9-
f
f
4
t
j-
0 0
Luno
—CU N --- --- T
U-1
f +
0 CD
00,
%A (X) t7 --- 7 -r-
4
-4N
0
I C\J
t
-4.— CA
ru 0�
0 -4- ------
Eu -- --- -
CA
tr4
-4 4
4 CQ LU 00,
.0000 T
C)
4
al LQ
L to
t
T_ t 0
_or
t - - - - - - +
10
1-00'
ca
.0()
CD
t - --------- cv
j
0 FZ
t
t
+
+
+ .7, LLJI -40 7-
oir- -
t t L 4. I IV. - - I - t
t
78- OD
0 01
+
7--
L
0
—0 +
t7
+
-7
CID --
4+7:
0
C) 0
7
e0*7
.4 +
7 F 4- - - - L - - I I
t - 4
t t
0 __Cu
Cu
__j -, __ .. . - 6, -4-
+
L + +
i 7 ------
+
t
0 tf)
I1, u
t
CD- 07 4
+ f
+
F t CID
OD
L
t7�
77
+
C)
f
tO CD L t-
788 IWOVILE S
L0 0
--T
t
0
- . ; - I - 4
------ _W CD
L t 4-- 4-
+ f
0
+ --- ----
- - - - - - - - - -
r
Qu
4
A
t t
01�
L
t
t
+
+
7 -7
T- - '0-r f t
4-
-4 +
L
1 t 1 4-
4
20--1- 00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 A
Z 0 7- 11—A
1116� �
if Cf
ev
co *to
CO
qV
0
o � 00
�l A /
qNSTRUCTION NOTES: SHEET 22 -95
.2 r //V r,&, RZ OC /C INa e24 V46
Ll u / Cl/ I /�f C__ -
9 7 o�A &go
e ONS _r
q5o 4q 1 00
401,25
I_A1VD!5CAP,9F ARC111r6cc S' -4:2/- A IV5
gpz. If
Ad
n-
/7
9E5 Z.4N,99CAPW ARCR17e-er 1:11-AA10 )c�IR
V. /0'
/9. 7b'
b
,V,6A IV,06RINa 51,06� WA I A-' - of 61&C
;�
?3zl
&
�)aONSTRUCT
315 4.
-31L AC OVER -4JI OF
AZ
SF
.32 10 -3 2 45
/7/. '70''
BASE. FINAL SECTION TO BE
TONS
15 049"001
2570,
VERIFIED BY "R11 VALUE AT TIME
/05. 4a
:4)
OF CONSTRUCTION.
CONSTRUCT CONCRETE CURB AND
LF
. ig
ql 46
7
CUTTER (811 C.F. PER CITY OF
26 L�p I
Zl-*, ff
D6
FONTANA STANDARD DETAIL 101).
CONSTRUCT 411 THICK CONCRETE
SF
41b'
D7
SIDEWALK.
CONSTRUCT STANDARD CROSS
SF
45045'00""
?Z4'
GUTTER AND SPANDREL PER CITY
/ig
:9)
OF FONTANA STANDARD DETAIL 104.
ADJUST MANHOLE COVER TO GRADE
EA
9!5.601
PER CITY OF FONTANA STANDARD
4 3,0
19-3-501
D18
DETAIL 109.
CONSTRUCT RAMPED CURB RETURN
EA
000
D5
PER CITY OF FONTANA STD 104A.
INSTALL ST. LIGHT (5,800
EA
HIGH PRESSURE SODIUM) W1
D/O
ORNAMENTAL POLE.
CONSTRUCT LOCAL DEPRESSION
SF
NO.;? PER L.A.C.F.C.D. STD
2 - D,08
29
SEE St6RM DRAIN PLAN.
TELEPHONE MANHOLE SEE UTILITY
Z -7A
PIANS, FOR DIMENSIONS.
3
PMH W/TUB BASE.
�57A
3
CURB RETURNS PER CITY OF
SF
AIA
FONTANA STD. 104B.
ADJUST WATER VALVE TO GRADE
EA
7 .4& 47
1)
REGIONAL - DOESN'T INCLUDE COYOTE CANYON
NOR CHERRY AVE FROM SUMMIT TO
1-15. INCLUDES SUMMIT AVE. SOUTHERLY
CENTERLINE & DUNCAN CANYON
SOUTHEASTERLY CENTERLINE.-
D2
CONSTRUCT COMMERCIAL DRIVE-'
SF
�A2_
74e
WAY APPROACH TO MEET FIELD
CONDITIONS PER CITY OF
FONTANA STANDARD DETAIL 102A.
,qB
Aojust wAreit VAULT TO 4SICAPt
PROVIDE�. TEMPORARY PAVIMG NITHIW iNTER-
:,.jOCKING PAVER AREA STRUCTIJRAL SEC710M
OVER OMITLA-ST I"OFPAVIQ6.
50. FT.
PLANS PREPARED UNDER THE DIRECTION OF:
;;T�
J.P. KAJI R.C.E. 22015 6ATE e,5V'0 4)L1,q"rl7-1GS irAOPEO ' CM C C-...
/zay. Quq1v-r1r1&cs co=o eslrl;�wr,6 1
NT: INTERLOCKING PAVER AREAS TO
BE TEMPORARILY PAVED PRIOR TO FINAL
CONSTRUCTION OF INTERLOCKING PAVE R -S.
Bench Mark
FUE 43 - R.R. SPIKE IN E.P. BY P"15Wk6M S -LY.
SIX OF BASELINE 220' +/- E*LY OF --CHERRY AVE.
ELEVATION = 1313.04
�00
'56
,!�F GA?AOIA14F A-96AIV
11 JR KAPP& — — — m I
CIVIL ENGINEERS, STRUCTURAL ENGINEERS,
LAND PLANNERS, & SURVEYORS
15892 PASADENA AVENUE
TUSTIN, CALIFORNIA 92680 * (714) 730-5757
J.P. KAPP R.C. E. 22015 - DATE
>e
.c7
SCALE 40#
C I TY OF FONTANA CAL I FORN I A
PUBLIC WORKS DEPARTMENT
Drawn by: IMPROVEMENT PLANS Sooles
1H 0 A. L. TRACT No. 13750 1 06=40"
Designed by: FOXBOROUGH DR I VE Date:
R. C. B-2-88
Chooked byt Dwg. No.
Approved: le 00
R. S. 1AIrFRIA-1 CITY ENGINEER R. C .- E. 051,FG 13 D 1
T
q5o 4q 1 00
401,25
�.4 45
gpz. If
0
Xg -' 14 " -�/` I
40'tV
V. /0'
/9. 7b'
b
4do l9wo If9 100 11
?3zl
/09. ?6,
77. eV
4
?9 `47 f 00 #
/7/. '70''
07. 1-h
5
15 049"001
2570,
(0?l
/05. 4a
260 4 7'00'v
400'
/00-00,
. ig
ql 46
7
4904f 100#
26 L�p I
Zl-*, ff
9 0 7'
8
W47'000'
41b'
ob. /01
19. 6 7'
-�l
45045'00""
?Z4'
79-945
/ig
95047",00"1
-4 74-
9!5.601
15"47"W
4 3,0
19-3-501
1Z
45`45'00"
000
z z -4-510
//9 - /IF
SCALE 40#
C I TY OF FONTANA CAL I FORN I A
PUBLIC WORKS DEPARTMENT
Drawn by: IMPROVEMENT PLANS Sooles
1H 0 A. L. TRACT No. 13750 1 06=40"
Designed by: FOXBOROUGH DR I VE Date:
R. C. B-2-88
Chooked byt Dwg. No.
Approved: le 00
R. S. 1AIrFRIA-1 CITY ENGINEER R. C .- E. 051,FG 13 D 1