HomeMy WebLinkAbout11 Arlington Street - Sewer Connection - Sewers & Pumping Station - DetailA INLET
A FLEXIBLE DF
COUPLING
1 ILL -L- I
TOP OF CHAMBER
FINISH GRADE EL 9.80
l ,
VALVE BOX AND
STEM
INV. EL. 4.00±
4"0 PVC DISCHARGE
4 "Q) GATE VALVE
4 "0 FLEXIBLE DRESSER COUPLING
4 „0 BALL CHECK VALVE
SLIDE RAIL
FILLET (TYP)
EL. -6.60
j
PLAN VIEW
SCALE 1/2"
4X4X4 TEE
�MAINHOLE RUNGS
M PVC /
CLASS 1`
2"0 F.M. /
8
P V C —�
STUB /
STOPPER /
SUBMERSIBLE P
2-6•_0„ GAT UM~ STA TION
15'-0, ES
STANDBY GENERATOR
_ � OR
p 4y N20'21'q.p-E-
co
_1
�24'_n 2_0
2" OF WOOD
�, ✓ � MULCH
�O
_FpR
SEE � ON r/NUA
�G' Npr/ON
•3
3d'X 4 811BILCO
ACCESS HATCH SELF DRAIN/NG WASH WATER VALVC-
MOUNT TO 77 -IE SIDE OF PUMP STAT/ON
.1
FROM BARNSTABLE
WATER COMPANY
It
• � �
Z4X4X5'DEEP ,METER P17- W177-1 STANDARD
COVER /N ACCORDANCE W177 Tt/E WATE�P
COMPANY 2E4U/REME/VTS'. CONNECT TO
WATER SUP/�LY, 7716 -RE SHALL BE BACKFLOW
PREVE/VTER /A( 771E METER P/T.
SECTION A—A.
s 01 ',,,"=I'- 011
METER
SOCKET
MAIN
DISC,
AUTO
TRANSFE
SWITC14
QUIAILA N WAY
SITE PLAN
SCALE !"=10'-0"
WILLOW STREET PUMP STATION
NOTE: PLANT EVERGREEN PLANTS AROUND THE FENCE
L i
PUMP
CONTROL
PANELI
START CAP
TO POLE TO PUMPS
SERVICE AND CONTROL BOARD
NOT TC SCALE
0
d -
T p WN
� lNE
SA RNS rq
rq R40 e� E
_ ry
GENERAL NOTES
INSIDE CONCRETE SHALL HAVE ONE (I
COAT OF SHERWIN WILLIAMS PRO MAR
PRIMER AND TWO (2) COATS ACRIPDXY
ENAMEL.
2. ALL BELOW GRADE EXTERIOR CONCRETE
SURFACES SHALL BE DAMPROOFED WITH
TWO (2) COATS OF KOPPERS, BITMASTIC,
300 M. BLACK.
3, ALL SUCTION AND DISCHARGE LINES TO
BE BEDDED IN 3/411 STONE WITH THRUST
BLOCK AT ALL FORCE MAIN DIRECTION
CHANGES.
4. BUTYL RUBBER ROPE PERMENANT GASKET
TWO (2) PIECES, TO BE PLACED IN PRECAST
JOINTS FOR WET WELL.
5. HIGH LEVEL ALARM TO BE ON FLOAT
SWITCH, NOT AS PART OF BUBBLER.
6 ELECTRICAL CONTRACTOR SHALL COORDINATE
WITH THE INSTRUMENTATION SUPPLIES FOR
ALARM CIRCUITY AND INSTALL COMPONENTS
AS NECESSARY.
7 ELECTRICAL CONNECTION IN WET WELL -TO BE
NEMA 4 WATERPROOF BOX..
8. WATERPROOF WET WELL WITH TWO (2) COATS CF BITUMEN
ASPHALTIC SEALER APPLIED IAW MAN U FACTURS RECOMMENDED
APPLICATION RATE.
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s 01 ',,,"=I'- 011
METER
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DISC,
AUTO
TRANSFE
SWITC14
QUIAILA N WAY
SITE PLAN
SCALE !"=10'-0"
WILLOW STREET PUMP STATION
NOTE: PLANT EVERGREEN PLANTS AROUND THE FENCE
L i
PUMP
CONTROL
PANELI
START CAP
TO POLE TO PUMPS
SERVICE AND CONTROL BOARD
NOT TC SCALE
0
d -
T p WN
� lNE
SA RNS rq
rq R40 e� E
_ ry
GENERAL NOTES
INSIDE CONCRETE SHALL HAVE ONE (I
COAT OF SHERWIN WILLIAMS PRO MAR
PRIMER AND TWO (2) COATS ACRIPDXY
ENAMEL.
2. ALL BELOW GRADE EXTERIOR CONCRETE
SURFACES SHALL BE DAMPROOFED WITH
TWO (2) COATS OF KOPPERS, BITMASTIC,
300 M. BLACK.
3, ALL SUCTION AND DISCHARGE LINES TO
BE BEDDED IN 3/411 STONE WITH THRUST
BLOCK AT ALL FORCE MAIN DIRECTION
CHANGES.
4. BUTYL RUBBER ROPE PERMENANT GASKET
TWO (2) PIECES, TO BE PLACED IN PRECAST
JOINTS FOR WET WELL.
5. HIGH LEVEL ALARM TO BE ON FLOAT
SWITCH, NOT AS PART OF BUBBLER.
6 ELECTRICAL CONTRACTOR SHALL COORDINATE
WITH THE INSTRUMENTATION SUPPLIES FOR
ALARM CIRCUITY AND INSTALL COMPONENTS
AS NECESSARY.
7 ELECTRICAL CONNECTION IN WET WELL -TO BE
NEMA 4 WATERPROOF BOX..
8. WATERPROOF WET WELL WITH TWO (2) COATS CF BITUMEN
ASPHALTIC SEALER APPLIED IAW MAN U FACTURS RECOMMENDED
APPLICATION RATE.
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