HomeMy WebLinkAbout2047-10SEWER WATER DATA
DATA DATA A PFCORI) DRAWING
Q
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
,Q
N 03057'0011W
10.47
Q
49028'39"
205.00 177.03 94.46
Q
18044'40"
495.00 161.94 81.70
1
N 26046'59"E
101.06
0
N 13 ° 14' 27 "E
18044140"
Q
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
O
N
03021-38"W
34.64
0
N
20047'20"E
80.81
0
N
45031'39"E
41.01
0
N 13 ° 14' 27 "E
18044140"
513.00 167.83 84.67
0
N
2o° 46' 59"E
94.17
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use sAme.
40 C/L M. H. #24
�� ID 2+87.50 P.F.C.
---@
ST. STA. 11+78.17
l'l 4+49.44 E.C.
ST. STA. 13+41.7
10 0
Zo
M kj
N I � ' o
. •
\4 0-
4-
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Ne 4-N�'
u-- 13 LU
3� \ \1 1+34.641 A.P • 8 10°1.
46 -
2+56.B.C. I Mo -
co
\I J + 00 06_.P11.�_GOU_RT .9 I
s 4+ 91 .56_E�XF/EGOLA E_ 0- 4+4S. ro
SEE LINE *jD11SHT. NO.8
2 � a
C/L M.H. 18 ♦....� �•
1 +0 __ _ )0 ON LINE "E" Q 30 Iz0
2+ 1 .4 8 10
ro
1+10 .47 B . C . ----- - - TZ A GT Z1 !o C/"L 8" WATER 4+24.29 E . C .
® ST. STA. 10+05.46
CC
C 2S742 rn3
A 12.31 -97 WATER CONSTRUCTION NOTES
& ESTIMATE OF QUANTITIES A
C -O -U- R -T-
C
' � I. R QUANTITIES Pe-ci5NoK) » SPA .C -D
UNI
r
BUiLTCONSTRUCT
NO DESCRIPTION M,1 PM. PH
8" I.D. STEEL PIPE' lltl EL,mr�cv N 94-E 25`T LJZ-
1 CML b C. 10 GAUGE MIN.
L ' F '
INFORMATION OBTALNED FROkj MN( LICSN5115 �c�1R�j 1�/3► j`17
® CONSTRUCT 8" - 22 1/20 BEND EACH d
Owners Records ngineers Reco�r& _✓ - %j - -
CONSTRUCT 8" - 11 1/40 BEND EACH 'v PLANS PREPARED UNDER THE DIRECTION OF:
Contractors Record- �Dato m1=_2 I . -��
CONSTRUCT THRUST BLOCK PER PER
STD. DRAWING ON SHT.13 13 EACH
-- 1-1,16
OCONSTRUCT AIR RELEASE AND VACUUM
1 1 VALVE ASMBL` Y PER DET. SHT.13b 14. EACH w, J. P.9PP. C. E. # 2201 fi ®ATE
REG I STRA ION EXPIRES 9-30-93
CONSTRUCT 8" PLUG PER STD.
W0. D E S C, R I P T 1 0 N UPJ. Ph.1 PH.2 PH -3 1 DRAWING ON SHT. EACH Ul
0 3 COWSTRUCT 6" FIRE HYDRANT PER EA. 2 4 CONSTRUCT 1" SERVICE LINE PER EACH
STD, DWG, ON SHT-15. O DETAIL ON SHT. NO.14.
Q
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
Q
N 04024' 00"E
34.05
Q
2302156"
205.00 83.50 42..39
Q
N 27045'56"E
187.86
1
14031'29"
195.00 49.43 24.85
Q
N 13 ° 14' 27 "E
85.05
)kH. f
C/L M. H. #25 3 1+34.06 B.C. 2+17.66 E.C.
5+50.50 ST. STA. 10+29.06 ST. STA. 11+10.62
-r ��/ N4 •
l4
la 4 2 , 0
q C
LIN
5t5. SEE LINE "D" SHT . 8 Q - „ F ••
g•00 6 u 3 %CD
1+00.00 ON LINE ,. F 0 •L-0- ,z
W 3 ,
�X
I� 14 so 20 1 +oo . oo )4 4
=18+15.42 ��'cZZzz2L44 30
m Z 1
T7 1 t
5+18.46 1 1
1+54.73 A.P.
WATER ST. STA. 10+69.84 8 10
Q�QF SSIo__ DATA
�PATRIC��^F�c�,y
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
a�
No. 22015
54.73
Exp 9.30-93 k
21/3 11,e-1131
C#V1t
;Q
OF OAL�
105.07
Q
DELTA/BEARING
RADIUS LEN./DIST. TANGENT
a�
N 04024'00'#E
54.73
O
N 27045'56"E
253.67
;Q
N 13014"27"E
105.07
UNIT
PUBLIC WORKS DEPARTMENT
REVISIONS Engineer City BENCHMARK
No: Discri tion: Approval Date: Approval Date:
3 �a7REET�Yf!/1E5' C/POATEI� 11-8-5�4 ���ct✓ G• Zt • 9►
IIFAATE 17-A6T 1'4IASING 11-14--95 FWE 43 R.R. SPIKE IN E.P. BY PP#1535653E S' LY.
hh rs -22 SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE.
ELEVATION = 1313.04
SEWER CONSTRUCTION NOTES
& ESTIMATE OF QUANTITIES
-
4+05.52
B.0
ST. STA.
-5 T'
I Co
17
-
QUANTITIES
NO
DESCRIPTION
UNIT
PUBLIC WORKS DEPARTMENT
)kH. f
PH. 2
PH
OCONSTRUCT
8'k EXTRA STRENGTH v. c. P.
L . F .
SURVEYORS
TRACT NO. 14276 -3 i -?
2002 IOWA
AVE. SUITE 110
OCONSTRUCT
48" DIA. PRECAST CONCRETE
MANHOLE PER CITY OF FONTANA STD.
EACH
i
Cb
CALIFORNIA 92507
IDETAIL 112
�J ¢„�, 9�
Dwg. Na. G
--,
M•0 �S�
Approved: •��
a __.. CITY ENGINEER R.C.E. 2512G
48" DIA. PRECAST CONCRETE
OCONSTRUCT
MANHOLE AT CUL-DE-SAC PER CITY OF
EACH
Q
FONTANA STD. DETAILS 1t2-&114
4K EXTRA STRENGTH V.O.P.
OCONSTRUCT
HOUSE LATERALS PER OITY OF FONTANA
L. F.
Uj
STANDARD DETAIL 125
'UJ
N
UJI
N
C/L M. H.
#26
4+05.52
B.0
ST. STA.
12+98.48
I Co
17
-
l
_
n
19
4+54.95 E.C.
ST. STA. 13+44.18
?A
1°I
!4 Q4
I AA01
14 � 9
O
4
(�)
4�i14
20 Z?
C/L 8" WATER
ASBRIDLE COURT
gJ4
14 4+27.42
26 Zy
4+08.40 A.P.
ST. STA. 13{23.83
C/L M. H. #27
5+40.00
5+13.47 1
ST. STA. 14+27.11
R CC -O LRD UZkVl) MG
C ITY OF FONTANA CAL IFORNIA
-
J.P. ICAPP
& ASS`t�IATES, Wo.
PUBLIC WORKS DEPARTMENT
j
Drawn by:
JC/RB
SEWER AND WATER PLANS
scale:
1 =40'
CIVIL ENGINEERS. LAND PLANNERS
LAND
SURVEYORS
TRACT NO. 14276 -3 i -?
2002 IOWA
AVE. SUITE 110
Designed by:
A. BERMAN
-30-5 P_U I�-C®lJ RT
Dates
- SEPT.. 1990
i
RIVERSIDE.
CALIFORNIA 92507
Cheoked by:
�J ¢„�, 9�
Dwg. Na. G
[714] 276 8760
M•0 �S�
Approved: •��
a __.. CITY ENGINEER R.C.E. 2512G
2047 � 4