HomeMy WebLinkAboutRW-432r
SEE ENLARGED PLAN
'-IS SHEET
I LIMIT OF WORK IN
- - - - - -- - RESOURCE AR EA FOR PIPE -
Ld CONS TRUCT -0N (24 FT.,
1 t t
7
-- — ' 12` -I/8 BENDS
W & cm ± t �r' -i /i6 BND �� y e
Q STA.0 +00 I d IXS�BE 6
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2- 12' -1 /8 FIENDS - - - - -
f4fv0 BOUND PY
SUMMER STREET;'
STORAGE AND _
WATERING AREA —
12`X6` TEE
6` DI PIPE
6` GV
6' SOLID SLEEVE
CONNECT TO EXIST.
STA.0 +00 e HYDRANT LATERAL
( ALL JOINTS
10`X14° TS &V RESTRAINED
10` DI PIPE
10'XIO' TEE j
10` DI PIPE
10`X8` REDUCER
8° Di PIPE
8" GV 2° PVC DRAIN PIPE TO BE SLOPED TOWARDS
18' CMP CONNECT PVC PIPE TO C;4RP
AT ITS CRO 2N > —�
UT /183 a T 8`X84 TEE �HAYBALS I
if 8' DI PIPE ------
ve �IhA> h „I 8 ° -I/4 BEND
12`XIO` REDUCER
;
Ll )I NEW METER VAULT Tk
C [ L SEE DETAIL ,.E.,..z
444
2° GV TO g SHEET NOl l I
€I,-/ —
x, - - 8'x8` TEE STORAGE AND
{ X8' TEE 8` D. PLPE WATER AREA J
l 1 LEND
oi — t iB J3
7G RELOCATE \ - 1X CI dAT` , P MAIN /
Via` i X�.Xs
4 UNDERGROUND
ELEC _RiC LINES
:
1 \ �
YDRANT \ , Q T7,PGRA�
/ SEE DETAIL " "'S
SHEET NO.H
i
LCONCftETE ENCASE
AND PASS UNDER
SEl4ER
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UT92 -3/ -
X U7 9L -30
/
PLAN OF SIJAWSHEEN RIVER CROSSING AT SUMMER STREET
SCALE - i 20' -0
ALL JOINTS ON ENLARGED
PLAN TO B`TRES RAINED 1
e
�i_ T ' , ON
LhC'_ r
T :6PGRARY
DAM
l
1! 2
I'D
108
106
Q
7 104
r-
i
J
_1 102
W
100
r/l }
X�CCl /,cam
40 r
SCALE -40'
o' Di PI E _ 12` DI WATER VAIN
-1/8 BEND
8` Dt PIPE 8' WATERAiN
8`X8` TS &V 0 BE ABAND01 )
ALL. JOINTS
RESTRAINED
i
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s� o
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f
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„� 1! ' x✓r rd, --
SCUT AND PLUG
C
CONTRACTOR TO SUPPORT UNDERGROUND
ELE CTRIC LINES DURING INSTALLATION
AND REMOVAL OF MANS.
CONTRACTOR IS REFERRED TO GENERAL
NOTE NOS" 3, 10, 18 AND 25 FOR UTILITY
CROSSING REOUIREMENTS.
PROFILE OF SFIAWSPEEN RIVER CROSSING AT SUMMER STREET
SCALE HOR, I'= 10' -0'
VERT.I'= 2' -0'
C.AE DRESSER �. ��cKEE INC. II
Sui�� L
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� r
RAW
E(3RL RY Iccl
s
i;6
m
!12
li
108
106
104
102
100
ONTRAC; OR TO PROVIDE C,JRB TO CURB
PAI,VING ON WEST V.EW ST. ONLY UP TO EKE
PA]". S[ F AP NDIX IN SFEC)FICAT IONS
' GR ?AV,NG IN 1 I-XINGTCiN.
A %L "nRK TH, S c' E ET
"C DLD
6 AND 2 L t O TO rM ED
I B'a�.D' NI_:D AND - RE`�SOVED
-
Tt,t n�r �s I L j UASSh G LS 1
994
I,A, R DSTIR UT'cN SYSTFM W.`RO EVENTS
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E 4
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VA4j:.._,. 5. S
§ 1�;fA1N e�`.1 c_a' ti��..,
1 i I
i;6
m
!12
li
108
106
104
102
100
ONTRAC; OR TO PROVIDE C,JRB TO CURB
PAI,VING ON WEST V.EW ST. ONLY UP TO EKE
PA]". S[ F AP NDIX IN SFEC)FICAT IONS
' GR ?AV,NG IN 1 I-XINGTCiN.
A %L "nRK TH, S c' E ET
"C DLD
6 AND 2 L t O TO rM ED
I B'a�.D' NI_:D AND - RE`�SOVED
REMOVE BOX AND COVER
mh
REMOVE 12'x6'
REDUCER AND INSTALL
121 DI WATER
MAIN WITH 12' GV
12` CV TO BE INSTALLED
PRIOR TO CUTTING
AND PLUGGING 8' WATER
MAIN NEAR 8`X8' TS &V
CONTRACTOR TO REMOVE EXISTING 6` WATER
'VAIN ON WESTViEW STREET AND REPLACE WITH
NEW 121 WATER MAIN. APPROXIMATELY 5 (FIVE)
>tRV!r-S ON WEST'VIEq ST, 3ETPEEN STA, 4 +23
AND STA. 10+35 ARE TO BE DISCONNECTED
,
FROM EXIST. 6' MAIN AND CONNECTED TO
NEY': 12 ViAIN,
'r
I
-,FMlPCRARY WATER SERVICE TO BE PROVI DED
t
f C ;' ` s x• EE?tl STREET,�
f E
,VY ItGETAT!ON
J�
O
v /I
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X
R
— P
It
12`X6" TEE
6' DI PIPE
G' GV
6' SOLID SLEEVE
CONNECT TO
EXIST. HYDRANT
ALL JOINTS
I RESTRAINED
REMOVE BOX AND COVER
mh
REMOVE 12'x6'
REDUCER AND INSTALL
121 DI WATER
MAIN WITH 12' GV
12` CV TO BE INSTALLED
PRIOR TO CUTTING
AND PLUGGING 8' WATER
MAIN NEAR 8`X8' TS &V
CONTRACTOR TO REMOVE EXISTING 6` WATER
'VAIN ON WESTViEW STREET AND REPLACE WITH
NEW 121 WATER MAIN. APPROXIMATELY 5 (FIVE)
>tRV!r-S ON WEST'VIEq ST, 3ETPEEN STA, 4 +23
AND STA. 10+35 ARE TO BE DISCONNECTED
,
FROM EXIST. 6' MAIN AND CONNECTED TO
NEY': 12 ViAIN,
'r
I
-,FMlPCRARY WATER SERVICE TO BE PROVI DED
t
f C ;' ` s x• EE?tl STREET,�
R
It
SlAWSI ' E_ 1 'R;A/�� F?( N(3 N0, I i-
'V� Ct,)SSI
S..
IN v;__ I1
i i.'ti �V i� _,�. .11 >v
�
L CONTRACTOR S,x ALL HAVE A REGISTERED LAND
X
S'� d F Y0R EfE. D LOCATE ! aM1T5 OF PROPERTY LINES.
4
BF 'EEN STA, 0+00 AND STA. 5 +85.
2, RESTORE Al- GPOUNDS TO EXISTING
CG } TICN AT `'v?RI E 'ON C F dGPK
3 REFERENCE O DER OF CONDITIONS APPENDED
TO SPLC'I!rA.:O'NS.
Al FENCES,
K, S b
HAYBA ES AND Dr'3 EOCAi'ONS ARE TO BE
1-OCA1ED SHOWN 01) THE nPHW,NGS OR
r N GI , r I O:AN
AS DIRECTED BY THE _??'� eF_R OR THE : ,.E o
cq 110 Y APB COD i LFMATEN IS 116.0 MSL.
6. RIVER ELEVATION 09.0 MSL.
TAKEN ON AUGUST 31,1 °43.
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PROJECT
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