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60 ��\\

41.........
NEW 11' x 11' LD, SQUARE PUMP
-STATION WET WELL (PRECAST) W/
36" x 72" ALUMINUM ACCESS HATCH
lo, O i o, 20'
SCALE: 1"=10' (Horiz.)
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 SITE PLAN_
i-c-ALEr=iv
8" WATERI
M
(MAINTAIN 18
k" VER
SEPAlA
25
25
24
22
12
B
4' 2
4p
.DA TU Af 6LE Y
-8,00
u 0
SCALE: 1"=40' (Hartz.)
no=
S.S. CABLE HOLDER
36" X 72' HATCH -
11' X 11' ID SQUARE
WETWELL
uglu
(D INSIDE OF WETWELL AND VALVE VAULT
INCLUDING ALL PIPING SHALL BE FACTORY
EPDXY COATED MIN. 8 MIL SURFACE DRY,
EPDXY SEALER PRIME COATING AND FINISH
COATING SHALL BE NSP 100 AND NSP 120.
(2) CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT d49 r.
DURING CONSTRUCTION TO PREVENT
FLOTATION OF THE PS STRUCTURE PRIOR TO
BACKFILLING
(3) THE EMERGENCY STANDBY GENGRATORIS
SIZED TO OPERATE ONE PUMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWER.
S.S. CABLE HOLDER
MIN. 36" x 72" LOCKABLE ALUMINUM
ACCESS HATCH W1 300 PSF MIN,
LOADING RATE
6"0 SCHEDULE 80 TOP EL,=27,25
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND ELEV=26.75'---,
POWER CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
LIQUID LEVEL
SENSORS
10" D.I. GRAVITY
SANITARY SEWER LINE
INVERT IN=4,75'
LAG PUMP ON=4,25'
LEAD PUMP ON=3,75'
SUBMERISIBLE WASTEWATER
PUMPS OFF=1,25'-
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
GROUT -
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP CAPACITY:
700 GPM 0 88 FEET OF T,D.H.
NUMBER OF PUMPS:2
FAIRBANKS MORSE MODEL 4" 54 33 MV
IMPELLER DIA, 10,437,
MOTOR:480V`/3PH/6OHz
STARTER: REDUCED VOLTAGE SOLID STATE LR�
1+00
4 D' 0 401 so,
SCALEII 1'=40' (Horiz,)
SUMMERHICK)SE ON EVERETT BAY.
WASTEWATER PUMP STATION #2 PROFILE
. . .. .. .... ...
11 X 11" LD, WE Ll.
6" 90' BEND
---------------
S.S, JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
(SEE ELECTRICAL SHEETS)
— 6" OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6" FLU,13 V,tl:-'
(TYP, OF 2)
MUFAMMIRy .,'
CONCRETE THRUST COLLAR
TEE
-2" COMBIN ATION AIR RELEASE/VACULIN,
RELIEF VAL(SEE DETAIL SHEET D-3)
PIPE TO SUIMP
— 90* BEND
'-6" FLANGED COUPLING
ADAPTER WITH TIE RODS
PRECAST CONCRETE
VALVE VAULT 5'Wx6'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PORTABLE DAVIT CRANE BASE
MOUNTED TO TOP OF PUMP STATION
B.S. JUNCTION E30X MIN, 18" ABOVE SLAS
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE ELECTRICAL DETAILS)
0 f
:r I
UPPER GUIDE
MIN 3' BELOW GRADE
WE LL SHALL HAVE
BRACKET
WALL SLEEVE
4'x3' LOCKABLE ALUMINUM ACCESS HATCH
Lu
8°` WATER LINE
1" RPZ WITH HOT BOX ENCLOSURE
I" 11,25* MJ BEND
(SEE
DETAIL SHEET D2)
1 1/2" SCH 40 GS SUMP DISCHARGE
:'DTATE AS REQUIRED 1" 94® MJ BEND
GUIDE
BAR
I" WATER SERVICE
/-S,S.
I ROTATE AS REQUIRED
i 0
(SEE DETAIL SHEET Dl)
PIPE CLAMPS. DISCHARGE SHALL
CONTROL PANEL W/
HOOD
L! J
I' SADDLE TAPRAIN
ul
1-v
TOP EL.=27.25
I" YARD HYDRANT
(SEE DETAIL SHEET Dl)
j
15- DOUABL WIDE GATE
---------------
NEW 6'W x 8L (LD,) PR' CAST CONCRETE VALVE
VAULT W1 4' x 3' ALUIVIIIINUM ACCESS HATCH
4* CONCRETE
DAVIT CRANE BASE PLATE
BDLLARD (TYR)
MOUNTED ON WET WELL
ADJUST BOLLARD �XATION
TO PROVIDE PROPER
CLEARANCE FOR GENERATOR
ACCESS DOORS.
12' WIDE PAVED
4" A WIT"IIN FENCE
DRIVEWAY APRON
\STONE
0" GRAVITY S R
6'-6" SECURITY FENCING
(PSE/HUNTER GREEN)
7,, 7 LF
EMERGENCY STANDBY
GENERATOR MOUNTED 004
CONCRETE PAD,
�41.........
NEW 11' x 11' LD, SQUARE PUMP
-STATION WET WELL (PRECAST) W/
36" x 72" ALUMINUM ACCESS HATCH
lo, O i o, 20'
SCALE: 1"=10' (Horiz.)
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 SITE PLAN_
i-c-ALEr=iv
8" WATERI
M
(MAINTAIN 18
k" VER
SEPAlA
25
25
24
22
12
B
4' 2
4p
.DA TU Af 6LE Y
-8,00
u 0
SCALE: 1"=40' (Hartz.)
no=
S.S. CABLE HOLDER
36" X 72' HATCH -
11' X 11' ID SQUARE
WETWELL
uglu
(D INSIDE OF WETWELL AND VALVE VAULT
INCLUDING ALL PIPING SHALL BE FACTORY
EPDXY COATED MIN. 8 MIL SURFACE DRY,
EPDXY SEALER PRIME COATING AND FINISH
COATING SHALL BE NSP 100 AND NSP 120.
(2) CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT d49 r.
DURING CONSTRUCTION TO PREVENT
FLOTATION OF THE PS STRUCTURE PRIOR TO
BACKFILLING
(3) THE EMERGENCY STANDBY GENGRATORIS
SIZED TO OPERATE ONE PUMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWER.
S.S. CABLE HOLDER
MIN. 36" x 72" LOCKABLE ALUMINUM
ACCESS HATCH W1 300 PSF MIN,
LOADING RATE
6"0 SCHEDULE 80 TOP EL,=27,25
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND ELEV=26.75'---,
POWER CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
LIQUID LEVEL
SENSORS
10" D.I. GRAVITY
SANITARY SEWER LINE
INVERT IN=4,75'
LAG PUMP ON=4,25'
LEAD PUMP ON=3,75'
SUBMERISIBLE WASTEWATER
PUMPS OFF=1,25'-
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
GROUT -
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP CAPACITY:
700 GPM 0 88 FEET OF T,D.H.
NUMBER OF PUMPS:2
FAIRBANKS MORSE MODEL 4" 54 33 MV
IMPELLER DIA, 10,437,
MOTOR:480V`/3PH/6OHz
STARTER: REDUCED VOLTAGE SOLID STATE LR�
1+00
4 D' 0 401 so,
SCALEII 1'=40' (Horiz,)
SUMMERHICK)SE ON EVERETT BAY.
WASTEWATER PUMP STATION #2 PROFILE
. . .. .. .... ...
11 X 11" LD, WE Ll.
6" 90' BEND
---------------
S.S, JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
(SEE ELECTRICAL SHEETS)
— 6" OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6" FLU,13 V,tl:-'
(TYP, OF 2)
MUFAMMIRy .,'
CONCRETE THRUST COLLAR
TEE
-2" COMBIN ATION AIR RELEASE/VACULIN,
RELIEF VAL(SEE DETAIL SHEET D-3)
PIPE TO SUIMP
— 90* BEND
'-6" FLANGED COUPLING
ADAPTER WITH TIE RODS
PRECAST CONCRETE
VALVE VAULT 5'Wx6'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PORTABLE DAVIT CRANE BASE
MOUNTED TO TOP OF PUMP STATION
B.S. JUNCTION E30X MIN, 18" ABOVE SLAS
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE ELECTRICAL DETAILS)
0 f
:r I
UPPER GUIDE
MIN 3' BELOW GRADE
WE LL SHALL HAVE
BRACKET
WALL SLEEVE
4'x3' LOCKABLE ALUMINUM ACCESS HATCH
Lu
W/ RUBBER BOOT W/ 300 PSF MIN, LOADING RATE
-S'S.
(TYP)
F
1 1/2" SCH 40 GS SUMP DISCHARGE
GUIDE
BAR
/-S,S.
SHALL BE FASTENIED TO WALL W1
i 0
PIPE CLAMPS. DISCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL VALVE,
L! J
ul
1-v
TOP EL.=27.25
FINISHED GRADE
SLOPE
OUTSIDE SWING ARM crt B b
CHECK VA-','lr �7`P 1,,! E
---PLUG VALVE (TYP. C )
---PRESSURE GAUGE (TYP. OF 2)
FLOOR SHALL 'c"U'''T -0 PIT
SUMP PIT 15*'x15"x12' DEPTH
10 GFM SUMP PUMP
MIN. 6` #57 STONE & "T,
HIGH LEVEL ALARM TAPS AND PRESSURE GAUGES
SHALL BE INSTALLED ON
ON = 4� 75' DISCHARGE SIDE OF EACH
6" DIP CHECK VALVE, z
611 X 4" ECCENTRIC REDUCER < 0
DISCHARGE CONNECTION r'l
WETWELL SECTION
K173
L--�—
PROJECT NO; 04400-0001
DATE; JULY 2008
DRAWN BY. RAR/AMIR
CHECKED BY® DMH
k r APPROVED BY. CAT
SCALE: AS SHOWN
NO,C10
lE E 60 OF 80
WE LL SHALL HAVE
Lu
EXTENDED BASE (MIW 12")
FFE=­I,75'
MIISL 10- #57 STONE
L! J
ul
1-v
UA
j
WETWELL SECTION
K173
L--�—
PROJECT NO; 04400-0001
DATE; JULY 2008
DRAWN BY. RAR/AMIR
CHECKED BY® DMH
k r APPROVED BY. CAT
SCALE: AS SHOWN
NO,C10
lE E 60 OF 80

M,
SUMMERHOUSE ON EVERETT BAY.
WASTEWATER PUMP STATION #3 SITE PLA,.
SCALE1"=10'
1eae 4
11/2" (TYP,)
(j MFG,
PLATE (PER ]
dc COL.
4-4
PLATE
COL,
ANCHOR BASE PLATE wl (4)
GALVD 5/8"0 ANCHOR BOLTS
EMBED 8" (MIN) IN TO FTG,
& 4" HOOK
DAVIT CRANE COL. &
BASE PLATE
(BY CRANE MFG>)
(7) #7 BARS EQ.
SPA. EA. WAY
(T&B)
T.0= CONC. EL
(MATCH TO, `T LL)
[REF. PLAN]
[A.fl= ASTM A307 OR A36]
PLATE CONN.
I" GROUT PAD (MIN.)
(COORD, wl CRANE
FTG.
(TYP.) 41-9" ___A
�(MARE)
1 -HOIST CRANE FTG.
SCALE:
C.LP, REINF, CONC.
FTG, (REF, PLAN)
WETWELL
I
11
NEW 4'W x 5'L (1,D,) PRECAST
CONCRETE VALVE VAULT W1 3' x
3' ALUMINUM ACCESS HATCH
CENTER OF PS#3 WETWELL
N: 272952,2598
E: 2455608,7889
--ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOORS.
EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAD
---SO Cr,,iMPACTED ABC
4" DIA
CONCRETF
BOLLARD
N"
EARTHEN BERM AND SCREENING
VEGETATION TO BE PROVIDED
AROUND THE PUMP STATION SITE
(DESIGNED BY OTHERS)
10, 0 101 20'
r,'ALE: 1"=10' (Hori z.)
34
32
30
28
26
24
22
20
18
16
114
12
10
8
6
4
6"PVC FORCE MAIN
as
2 ROLE=
-9
NOTE:
(1) INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN. 8 MIL SURFACE DRY, EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE NSP
100 AND NSP 120.
CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKFILLING.
THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY, THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER
EMERGENCY POWER,
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD—FRONT AND PAD—LOCKABLE,
MIN. 36" x 54" LOCKABLE ALUMINUM,
ACCESS HATCH W/ 300 PSF MIN.
LOADING RATE
S,S, JUNCTION BOX MIN. 18" ABOVE SLAB
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET E5)
MIN. SOO SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND
-40-E—LEV=3
2.
25'
5LPE
_1 I I -I I�llff_11=�=1
POWER CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
10" D.I. GRAVITY SANITARY
SEWER LINE
INVERT IN=11.75' -'
LAG PUMP ON -11.25' —
LEAD PUMP ON=10,75' —
SUBMERSIBLE WASTEWATER PUMPS
GROUT
PUMPS DFF-835'
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWAT" PUMP CAPACITY: ZOO
GPM 0 33 FEET OF T.D.H.
NUMBER OF PUMP& 2
FAIRBANKS MORSE MODEL 4" 54 33 MV (A)
IMPELLER DIA: 9.3125"
MOTOR: 5 HP, 4BOV/3PH/5OHz
STARTER: FULL VOLTAGE NON -REVERSING
SPEED: 1155 RPM
Pump STATION #3 INFLUENT PROFILE
SCALE; 1"=40' HORIZ. / 1'=4' VERT,
;A
CL
Q.
N
to An
z
0
W
t Dar w
D.I. GRAVITY SEWER z
:3
z V)
CL WE
1L
z
0
z
In
S
S, CABLE HOLDER
0
0
4" OUTStPE SWING ARM
S.S. CHAIN HOOK CHECK VALVE
op
z
4" PLUG VALVE CONCRETE THRUST COLLAR
0
9C)® END
0
W1 BLOCKING
Q
CL
2
4"X6" INCREASER
tz
TEE W1 BLOCKING
90' BEND
W1 BLOCKING
4" FLANGE COUPLING
cis6
z
z
ADAPTER
GUIDE BARS PRECAST CONCRETE
VALVE VAULT 4Wx5'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PIPING INCLUDED IN PIPING BY UNIT
LUMP SUM COST OF ITEMS
PUMPING STATION
MIN, 3'x3' LOCKABLE ALUMINUM
—S.S, CABLE HOLDER ACCESS HATCH W/ 300 PSF MIN,
TOP SLAB= 32.75' LOADING RATE Fe
WALL SLEEVE MIN 1 1/2- SCT 40 PVC SUMP DISCHARGE Do
UPPER GUIDE/F
BRACKET SHALL BE FAS7NED TO WALL W1
S.S. PIPE CLAMPS. DISCHARGE SHALL
r
6' MINilr
4" 90' BEN
mviii
1N%,LUUr_ VNIVII-4, tnLtV% VALVE, AIMU SAL.
GUIDE
BARID C,
TOP ELEV. 32.75' 0 5�
FINISHED GRADE 32.25' 'lt-,
E
SLOPE
Jill
/1-4 OUTSIDE SWING ARM
CHECK VALVE (TYPM OF 2)
4" PLUG VALVE (TYP, OF 2)
,2
,—PRESSURE GAUGE (TYP. OF 2) e,
TRANSITION COUPLING 6" DI TO 6" P\'('
4"X6" INCREASER t
CONCRETHRUST
FLOOR SHALL SL C
4" FLANGED COUPLING ADAPTER (T`P. OF 2
SUMP PIT MIN, 15"X15"02 DEPTH
10 GPM SUMP PUMP
MIN. 15- #57 STONE
HIGH LEVEL ALARM TAPS AND PRESSURE GAUGES z
SHALL BE INSTALLED ON
ON = 11,75'rtler 'Pi
4" DIP 0
_j LIJ
DISCHARGE CONNECTION M
WETWELL LU
EXTENDED BASE (MIN 12" WIDE)
Uj
z z Z
0
K
I I Jr�� LU
1 = I P, L-3
=ILI i I v
Ld
MIN. 10- #57 STONE
cl;/-)
�ME_TV�ELL SECTION
NTS,
""O 'E
N 04400-0001
JULY 2008
D' ;AWN BY: Tij
CHECKED BY; DMH
APPROVED BY. CAT
SCALE: AS SHOWN
SCALE: I" - 4' VERT'
DRAWING NO.; CS103
LSHEET 61 OF 80
C51

" 90' MJ BEND
ROTATE AS RE IRED
8"' SANITARY SEWER�F�ORC�EMAr�N
BOLLARD (TYP.) f
(SEE DETAIL SHEET D4)
ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOORS,
NEW 5'W x 5'L (LD,) PRECAST ClONCRETE
VALVE VAULT Wf 4' x 3' ALUMS NUM ACCESS
HATCH
'fir
EMERGENCY STANDBY
GENERATOR MOUND ON NEW I.D.PUMP STATION WET WELL
/
/ I
CONCRETE EGAD � (PRECAST) W/ 36" x 6O" ALUMINUM
ACCESS HATCH
PORTABLE HOIST FOUNDATION
SEE DETAIL THIS SHEET
FLEaCTPIC.AL EQUIPMENT RACK O
w/ .Ct`.F&ER PER OWNER �
"-, APPROVED DESIGN
"'
D.I. GRAVITY SEWER
(2) 8" 45' Mi BEND
ROTATE AS REQUIRED
6tt COMPACTED .ADC
MH4•—PS
STA® 1+57.85
Ni 270009.39
Ea 24.54486,02
1" YARD HYDRANT
(SEE DETAIL. SHEET D1)
1" RPZ WITH HOT BOX ENCLOSURE
1" WATER SERVICE /l (SEE DETAIL SHEET D2)
(SEE DETAIL. SHEET D1)
® RD -12
WHITE PICKET WAY �
SEE SHEET C2
MA OLE VENT " DIP GRAVITY SEWE11110,
N
V WATER � I m 12' WIDE PAVED EARTHEN BERN! AND SCREENING
DRIVEWAY APRON �` VEGETATION TO BE PROVIDED
MH 4-1 AROUND E PULP STATION SITE
6� SEE SHEET
SEE SHEET C � (DESIGNED BY OTHERS)
CZ8 low
`"`. 10' 0 10, 20'
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #4 SITE PLAN
SCALE'° 1�1p' (Hriz,)
SCALE: 1"=1°
1 P� Ott
1 1/2" (TYP.)
[PER MFG,
PLATE
uj
CL COL®
j
PLATE
I COL°
ANCHOR BASE PLATE w/ (4)
GALV'D 5/8" ANCHOR BOLTS
EMBED " (MAIN,) IN TO FTG°
do 4" H ONK
[A,B,= ASTM A3D7 OR A36)
2 -HOIST CRANE f3ASEPLATE CONN.
SCALE. 1 1/2"=l'-0
&
DAVIT CRANE COL.
BASE PLATE
(BY CRANE MFG )
(7) #7 BARS EQ.
SPA, EA. WAY
(T B)
a
T.Oa GONG ° EL ®� G
(MATCH T.Oa WETWE- .L.)
[REF, PLAN] e
IN g
OFFSET HOIST BASE ..
" TOWARDS ELL Ste
3t' CLR. FTG,
( p,)
I- GROUT PAD (MIN)
[COORD, wl CRANE MFG,]
(SQUARE)
1 -HOIST CRANE FTG.
SCALE; 1/2"=l'—O"
1
4'
SCALE. 1"=4` (Vert.)
PUMP STATION a+=INFLUENT PROFILE
PIPE LENGTH FROM MH#4—PS TO #ETWELL CALCULATED O, CENTER
MH#4—PS TO EDGE OF WETWELL
10" D, I. GRAVITY SEWER
THERN
MODEL 5124 PORTABLE HOIST
NTH BASE PLATE.
(SEE DETAIL THIS SHEET)
s.S. CABLE HOLDER
�KS,S. CHAIN HOOK
_" r--22" MIN, s
HINGE THIS
Ir
N T
INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SMALL BE FACTORY EPDXY COATED
MIN, S MIL SURFACE DRY EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE NSP
100 AND NSP 120,
CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKFILLING.
THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER WETV
EMERGENCY PO ° N T S. JELL PLAN
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD—FRONT AND PAD—LOCKABLE.
MIN. 36" x 60" LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MINa
LOADING RATE
TOP SLAB= 11,25'
,S, CABLE HOLDER
S,S, JUNCTION BOX MIN, 18- ABOVE SLP
W/ "SEAL S°' FOR PUMP LEAD CONDUITS
(SEE DETAIL. SHEET E6)
MIN, 6"o SCHEDULE B
PVC BEEN VENT PIPE
PRE -CAST REINFORCED
CONCRETETOP n
GROUND ELEV 11.00' _
SUBMERSIBLEPUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON—CLOG
CAPACITY: 485 GPM 0 37 FEET OF T,D.H.
NUMBER OF PUMPS, 2
FAIRBANKS OR 4 5.
IMPELLER DIA: 10.4375"
MOTOR; 10 HP 480\//3PH/6OHz Elf
STARTER� FULL VOLTAGE NON—REVERSING i
SPEED: 1155 RPM
SCALE: 1"=40' (Horiz.)
POWER CABLE m ` In
MINe L D°
PRE—CAST REINFORCE
CONCRETE WET WELL 9O° BEDJD
LIQUID LEVEL
10't Dal, GRAVITY SANITARY
cli
c
SEWR LINE
SWITCHES
�5
A�OAT ..
LAG PUMP ON= -3.50'
Fl
LEAD FRUMP ON=-4OO'
I
SUBMERSIBLE WASTEWATER PUMPS
cel c I
I I
I
-H
PUMPS OFF-6,0'�
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
O'
-a-
0 �
14 Ir
Ai _.
1-0
rn
Fr
14
WE] i;ifl
PROPOSED
GRADE
—___ -_.
RIM,—
EXISTING
1C
--
INERT ITN: 3, DO
GRADE
ac
$—
B " PVC FORCEMAIN
SEE SHEET C28 _'_
___ _ . _
_
(BASIN 4) FOR
--6
y
CONTINUATION
iP 6
z
0
2
- .._ �__...
- -- — INSTALL. FORCEMAIN AT
ELEVATION REQUIRED TO
AVOID HIGH SPOT
C}
I
i _
.__ _----
9 2t _--------
-
6
FT -1 OZI
4'
_.
1
1+00
4'
SCALE. 1"=4` (Vert.)
PUMP STATION a+=INFLUENT PROFILE
PIPE LENGTH FROM MH#4—PS TO #ETWELL CALCULATED O, CENTER
MH#4—PS TO EDGE OF WETWELL
10" D, I. GRAVITY SEWER
THERN
MODEL 5124 PORTABLE HOIST
NTH BASE PLATE.
(SEE DETAIL THIS SHEET)
s.S. CABLE HOLDER
�KS,S. CHAIN HOOK
_" r--22" MIN, s
HINGE THIS
Ir
N T
INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SMALL BE FACTORY EPDXY COATED
MIN, S MIL SURFACE DRY EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE NSP
100 AND NSP 120,
CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKFILLING.
THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER WETV
EMERGENCY PO ° N T S. JELL PLAN
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD—FRONT AND PAD—LOCKABLE.
MIN. 36" x 60" LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MINa
LOADING RATE
TOP SLAB= 11,25'
,S, CABLE HOLDER
S,S, JUNCTION BOX MIN, 18- ABOVE SLP
W/ "SEAL S°' FOR PUMP LEAD CONDUITS
(SEE DETAIL. SHEET E6)
MIN, 6"o SCHEDULE B
PVC BEEN VENT PIPE
PRE -CAST REINFORCED
CONCRETETOP n
GROUND ELEV 11.00' _
SUBMERSIBLEPUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON—CLOG
CAPACITY: 485 GPM 0 37 FEET OF T,D.H.
NUMBER OF PUMPS, 2
FAIRBANKS OR 4 5.
IMPELLER DIA: 10.4375"
MOTOR; 10 HP 480\//3PH/6OHz Elf
STARTER� FULL VOLTAGE NON—REVERSING i
SPEED: 1155 RPM
SCALE: 1"=40' (Horiz.)
POWER CABLE m ` In
MINe L D°
PRE—CAST REINFORCE
CONCRETE WET WELL 9O° BEDJD
E i stA
i
4
L0
I � �
6" OUTSIDE SWING ARM
CHECK VALVE
6" PLUG VALVE CONCRETE THRUST COLLAR
6"x6" TEE W1 BLOCKING
SPOOL PIECE
C1° BEND
W/ BLOCKING
" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5'W X 51
(MIN,) INSIDE DIMENSIONS
DEPTH AS REQUIRED
LIQUID LEVEL
10't Dal, GRAVITY SANITARY
FLOAT
SEWR LINE
SWITCHES
INVERT IN= -3.00'
A�OAT ..
LAG PUMP ON= -3.50'
Fl
LEAD FRUMP ON=-4OO'
LLJ
SUBMERSIBLE WASTEWATER PUMPS
GROUT
PUMPS OFF-6,0'�
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
O'
E i stA
i
4
L0
I � �
6" OUTSIDE SWING ARM
CHECK VALVE
6" PLUG VALVE CONCRETE THRUST COLLAR
6"x6" TEE W1 BLOCKING
SPOOL PIECE
C1° BEND
W/ BLOCKING
" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5'W X 51
(MIN,) INSIDE DIMENSIONS
DEPTH AS REQUIRED
MIN ° 4'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ `.500 PSF MIN,
UPPER GUIDE °j?" p a
8
BRACKET
m— FALL SLEEVE MIN, i sl � ,9; 40 FVC ZDUcvitJ L_li'�khA,v_tL @
SHALL BE FAS TENED TO WALL
S., PIPE CLAM.PS. DISCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL V,-,! ',,,E: f..
TOP ELEVATION = 11425' DEPTH AS REQUIRED TO 0 �
FINISHED GRADE '11.00' , EL3, 1NATE HIGHPOINT w
BETWEEN PS AND r
SLOPE CONNECTION O FM 0
IN RD12
Ip OUTSIDE SWING ASM B u
CHECK VALVE (TYP OF ) to
65 MIN, COVER t
PLUG VALVE (TYP OF 2)
PRESSURE GAUGE (Tl�P OF 2) ' . t n d
TRANSITION COUPLING B" LSI TO 6" € VC *a '
_.. 6" X " INCREASE °
CONCRETE RUST COLLA (TYP. OF 2) d.._..,. ,..
FLOOR SHALL SLOPE TO SUMP PIT
FLANGE COUPLING ADAPTER (T ` , OF )
SUMP PIT MIN, 15"05.02" DEPTH
10 GPM SUMP PUMP
MIN, 6" #57 STONE b L T .'.
HIGH LEVEL ALARM T'S AND PRESSURE GAUGES
SHALL BE INSTALLED ON
ON = —3,04' DISCHARGF SIDE OF F
6" DIP CHECK
4"x6" ECCENTRIC INCREASERuj
DISCHARGE CONNECTION
WETWELL SHALL HAVE 12"
WIDE (MIN.) EXTENDED BASE
FFE-9>50' 0
MIN V' #57 STONE
2006
am
TJJ
.
UJ
A�OAT ..
SCALE: AS SHOWN
Fl
z
LLJ
I
0
_
ac
y
iP 6
z
0
Q
I
to
FT -1 OZI
1
MIN ° 4'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ `.500 PSF MIN,
UPPER GUIDE °j?" p a
8
BRACKET
m— FALL SLEEVE MIN, i sl � ,9; 40 FVC ZDUcvitJ L_li'�khA,v_tL @
SHALL BE FAS TENED TO WALL
S., PIPE CLAM.PS. DISCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL V,-,! ',,,E: f..
TOP ELEVATION = 11425' DEPTH AS REQUIRED TO 0 �
FINISHED GRADE '11.00' , EL3, 1NATE HIGHPOINT w
BETWEEN PS AND r
SLOPE CONNECTION O FM 0
IN RD12
Ip OUTSIDE SWING ASM B u
CHECK VALVE (TYP OF ) to
65 MIN, COVER t
PLUG VALVE (TYP OF 2)
PRESSURE GAUGE (Tl�P OF 2) ' . t n d
TRANSITION COUPLING B" LSI TO 6" € VC *a '
_.. 6" X " INCREASE °
CONCRETE RUST COLLA (TYP. OF 2) d.._..,. ,..
FLOOR SHALL SLOPE TO SUMP PIT
FLANGE COUPLING ADAPTER (T ` , OF )
SUMP PIT MIN, 15"05.02" DEPTH
10 GPM SUMP PUMP
MIN, 6" #57 STONE b L T .'.
HIGH LEVEL ALARM T'S AND PRESSURE GAUGES
SHALL BE INSTALLED ON
ON = —3,04' DISCHARGF SIDE OF F
6" DIP CHECK
4"x6" ECCENTRIC INCREASERuj
DISCHARGE CONNECTION
WETWELL SHALL HAVE 12"
WIDE (MIN.) EXTENDED BASE
FFE-9>50' 0
MIN V' #57 STONE
_ I
P=ROJECT FIO, 04.40E37000
DATE,JULY
2006
am
TJJ
.
Y ' r IELC� 5l:
A�OAT ..
SCALE: AS SHOWN
Fl
Ct ALE, 1 ` =
LLJ
_ I
P=ROJECT FIO, 04.40E37000
DATE,JULY
2006
t RAWN~ `(..n__
TJJ
.
Y ' r IELC� 5l:
A�OAT ..
SCALE: AS SHOWN
Ct ALE, 1 ` =
4` VERT.
t A'N NC 110 GS104