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underground facility locations or depictions. All above roan � �� ��� _ Z � � ��vIsS LIME `44" FLOW FLOW DIREGT101.1
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PROFILE SCALE
RADIUS LEN./DIST. TANGENT
Q
HOR I Z . 1
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NO
DESCRIPTION
IVERT. 11"=
8'
SEWER
STAT I ONS 21 + 00
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// RECORD DRAWING _
The information on this drawingis obtained from others and REVISIONS
-� rt�� No: Dieori tion:
must be verified in the field by anyone prior to use or -t ��. '`` FLANSED U DER THE DIRECTION OF:
- �=STREET Ne1Es _U__PU<ITE
INC. is not responsible for �� '� � `�� 6 MOVED F.t-I. TO A\/otD sT. LiesiwrS i, IIPPAXE -t1�A�.T Pl�A5i9r.
ConstruCtit7n. HALL &FOREMAN, p `� _� r
underground facility locations or depictions. All above roan � �� ��� _ Z � � ��vIsS LIME `44" FLOW FLOW DIREGT101.1
i ' ' readily seen and verified b the arties tha (,1 ( W Ll
facilities can be ead y y R
intend to use same.
�4. UP 5 3193 � . E . # 22015 DATE REC4710 ,0RAjW111 -,oOR ACT AVZ76-_STR I N EXPIRES 9-30-93
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CONSTRUCTION NOTES a
ESTIMATE OF QUANTITIES
RADIUS LEN./DIST. TANGENT
Q
N 23045'49"E
514EET QUANTIT1:156
NO
DESCRIPTION
UNIT
k
H. 1
PH.2
PH
OCONSTRUCT
8" EXTRA STRENGTH V.C.P.
L • F •
- - _
4 8.4
.. _. a ._. ,. - _ -
7 _ ....-.--
T. _ . _. - _. - _•_ __.-.
�_�.. . ._ter __ -.- •- ---__ � -_ --,..-._.--�-, _ m v —_
1
0CONSTRUCT
2
CONSTRUCT 48" DIA. PRECAST CONCRETE
MANHOLE PER CITY OF FONTANA STD.
EACH
U.
®
DETAIL 112
1 _
�,
1\ <>
48" DIA. PRECAST CONCRETE
•tam ._
OCONSTRUCT
MANHOLE AT CUL -DE --SAC PER CITY OF
EACH
�'
1
®
FONTANA STD. DETAILS 112 & 114
EACH
N'
1
CONSTRUCT 4" EXTRA STRENGTH V.C.P.
3
HOUSE LATERALS PER CITY OF FONTANA
L • F.
EACH
677
STD. DETAIL 125
a
11.1
11
CONSTRUCT AIR RELEASE AND VACUUM
EACH
U1,
WATER
DATA
FAI
ESTIMATE OF QUANTITIES
RADIUS LEN./DIST. TANGENT
Q
N 23045'49"E
QUANTITIES
NO
DESCRIPTION
vs,,
k
4
WATER
DATA
FAI
WATER
CONSTRUCTION NOTES &
ESTIMATE OF QUANTITIES
RADIUS LEN./DIST. TANGENT
Q
N 23045'49"E
QUANTITIES
NO
DESCRIPTION
UNIT
k
H.1
PIH.2
_
(�
v
t
L . F .
- - _
- - - _- _
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1
0CONSTRUCT
2
8" GATE VALVE WITH
EACH
U.
®
COVER PER STD. DWG ON SHT.
+.�..s.a.�..
•tam ._
Q.
®
CONSTRUCT 8" X 8" TEE
EACH
N'
1
3
_ --
CONSTRUCT THRUST BLOCK PER PER
EACH
STD. DRAWING ON SHT.
a
WATER
CONSTRUCTION NOTES &
ESTIMATE OF QUANTITIES
RADIUS LEN./DIST. TANGENT
Q
N 23045'49"E
QUANTITIES
NO
DESCRIPTION
UNIT
H.1
PIH.2
PH.
(�
v
CONSTRUCT 8" I.D. STEEL PIPE. CML
& C. 10 GAUGE MIN.
L . F .
�.
47 .2
1
0CONSTRUCT
2
8" GATE VALVE WITH
EACH
U.
®
COVER PER STD. DWG ON SHT.
Q.
®
CONSTRUCT 8" X 8" TEE
EACH
N'
1
3
CONSTRUCT THRUST BLOCK PER PER
EACH
STD. DRAWING ON SHT.
11
CONSTRUCT AIR RELEASE AND VACUUM
EACH
1
VALVE ASSEMBLY PER DET. ON SHT.
1
CONSTRUCT 8" PLUG PER STD.
EACH
jul
DRAWING ON SHT.
1
CONSRUCT 1" SERVICE LINE PER DET.
-ON
EACH
2
SHEET
CONST. 6" FIRE HYDRANT PER STD.
EACH
1
DWG • ON SHT . NO. 13.
Q DELTA/BEARING RADIUS LEN./DIST. TANGENT
0 N 23°45'49"E 348.42
n N 230 45' 49"E 1 129.78
SEWER
DATA
A
Q
DELTA/WARING
RADIUS LEN./DIST. TANGENT
Q
N 23045'49"E
199.85
QQ
N 23045'49"E
284.50
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