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RIM=37 01
CIAZ
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MJxFL), 6 "GATE VA
VE (FLxM;� 24" E./W.=27.9
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RANT ASSEMBLY
I. 6" N.=30.4
I.E. 6" S.=30.4
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I.E. 6" S.(W.)=29.0
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COUPLING RIM=36.99
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1-12" GATE VALVE ( J)
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1211x8" TEE MJxFL)/W CONC. BLOCK
�\ 8" GATE VALVE (FLxMJ)
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WCH LINE STA. 1 +
SEE SHEET NO. 5
NOTE:
REMOVE ±470 L.F. OF EXISTING 8" WATER LINE
BETWEEN STA. 15+30 TO STA. 20+00
AND INSTALL NEW 12" WATER LINE IN SAME TRENCH
WITH A MINIMUM OF 4 FOOT OF COVER
2 STORY
BRICK BANK
C.B. RIM=36.28 #150
0 __D I.E.=34 °
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STA. 19+94, 22.8'RT (AS -BUILT) -
CUT -IN NEW 8" GATE VALVE (MJ)
ON EXISTING WATER MAIN
C.B. RIM= 60 STA. 19+80, 21 'RT S.S. M.H.
I.E.=33.8
CUT & CAP EXISTING 8" WATER 1 II.=29.�6
2 SD___BEFORE REMOVING EXISTING PIP
•° O .S. M.H.
R =38.26 ®
I.E. 18" N.W. 30.-'
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STA. 17+68.9, 20'RT (AS-BUI T)10�-
1-12" GATE VALVE MJ I B.M. #619-30E g
( ) STA. 19 + 70SETI, s E. COR.
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STA. 17+71.8, 20'RT (WV) I 1 - 12 "x i Z" 2�8 50� (W)/W SCON�B- g4'p�LEV--3 4
C.B. RIM=36.47 3 0.5RT (FH) 1 - 12"x8' REDUCER (PExMJ) I.E. 6" N.=35.9
12 "x6' TEE (MJxFL)/W CONC. BLOCK ±20 L.F. - 8 "D.I. PIPE "'
6" GATE VALVE (FLxMJ) I d S.D. M.H.
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® FIRE HYDRANT ASSEMBLY (30.PRT-AS-BUILT) RIM=38.40
CUT & CAP EXISTING 6" C.I. WATER STA. 19+70, 58'RT (AS -BUILT) RIM=38.49
,f 11STORY �L�G' 90° BENS (MJ) I.E. 18" W.=32.3
6 MJ CAP & CONC. BLOCK E. 15' E.=33.3
- - - - - ±JBD3L.F.-12" D.I. PIPE I.E. 6" S.E.=34.1
-li - - I.E_8" S.E.=32.
CONC. BLOCKS - - - - - - - -
STA. 17+ 16.50, 20'RT 4.6' COVER 0
CONNECT TO EXISTING 10" WATER LIN�_�
PER DETAIL NO. 3 ON SHEET 8 I STA. 19+82.5, 66.8 RT (AS -BUILT)
12"X12" CROSS (MJxMJ) CONNECT TO EXISTI G 24" WATER MAIN (5/15/98)
1 - 12"x10" REDUCER (PExMJ) PER CONNECTION DETAIL NO. 4 ON SHEET 8
1 - 10" SOLID SLEEVE (MJ) 24"X12" TAPPING TiE (MJxFL)/W CONC. BLOCK
12" TAPPING GATE VALVE (FLxMJ)
15 L.F. - 12" D. I. PIPE
12" SOLID SLEEVE (MJ)
STA. 0+35, 71T (AS -BUILT)
12" GATE VALVE (MJxMJ)
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TO SCALE
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± 53 L. F. M W +
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0 oa o o TO BE REMOVED EXISTING TEL. /ELECT. DUCTS � o
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NEW 8" D.1. WATER 6' f o 0 450 BENDS (MJ)/W. VERT. BLOCKS
4.
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8"MIN. CLEARANCE 8"x6" REDUCER (MJ)
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= 6" COUPLING
NEW 12" WATER WATERY LINE EEL 4
C.R.P.L.13
m EXIST. 12 ff & 18 91
=
22.5° BENDS (MJxMJ) SAN. SEWER
INSTALL 12" SAND BEDDING OVER CRPL SHACKLE ALL FITTINGS & PIPES TO NEW VALVE
45° BENDS (MJ WITH 4 EA. 3/4" SHACKLE RODS (TYPICAL)
W/VERT CONC. BLOCKS
UTILITY CROSSING DETAIL
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EXISTING GRADE
S.S. M.H. -
RIM=38.28
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RIM:-3
I.E. 12" E.=13.2
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9+82.5
RIM=38.56
6.8' RT
I.E.
15" W.=33.3
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15" E.=33.8
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C.B.
I.E.
RIM=38.18
6" S.=36.1
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I.E.
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6" W.=35.1
= 35.8
(FLxM
1 STORY
BODY SHOP
#208
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24 "DI @4. 3' 4OVER i
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1" = 20'
AS -BUILT -NOT TO SCALE
Am
6-1 "AND 2" PVC TEL/ELECT. CONDUITS
1.64.3' N AT 1.5' COVER BY 2.5' WIDE
9' CAT EXI
S2' COVER 7
ATER
12" WATER ' 1
3.2'
(BOEING) 3.6 5' 12"STORM
if 4 "GA S
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8 "SS
NEW 12" WATER PVC
MIN. 8" CLEARANCE
12 "X 12" TEE (MJ) TO SOUTH
(2 4' FROM CENTER OF
2.5' COVER ,
4.4 COVER
4" WATER C.I.
12" WATER (BOEING)
NOT FOUND F. G.
NEW 12"WATER LINE TEE TO C OF TEE) 2.6'
12 "X 12" TEE (MJxMJ) - - - - - - - - - 10" D. i. (EXIST)
POINTING UP AT 450 ANGLE - - - - - - - -
UTILITY CROSSING DETAIL FOR 12 WATER 2-10" SLEEVES4-3/4"ROD
HORNS FROM STA. ± 16+83 TO STA. ± 17+48 RED
BEND. (PExMJ)
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23169
S/ONAL
6/21 /99
EXPIRES
18" CONC. STORM
4-3/4" RODS
12x 12 TEE (MJ)
SHEET 3 OF 10
AS-13UILT
DECEMBER 1998 TV�- 21118111013
SCANNED FEB 15 2002