Site Plans/Maps - 8/23/2012

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DATE'8/23/2012
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DISCHARGE. ALL WASTEWATER INTO
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71
D LIFT STATION
W W T P
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HOLLY RIDGE WWTP
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SUMMERHOUS
1,000 2,000
1 INCH — 600 FEET
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PUMP AND HAUL
FROM WET 9LL. OF
SUMMERHOUSE
Pump STATioN #4
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6,000 8,000

4_
EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAD
FLECTPICAL EQUIPMENT RACK ---/7c-",
,N/
,AC --
N/ ;OVER PER OWNER
APPROVED DESIGN
9
(2) " 45" Mi BEND
ROTATE AS REQUIRED
1" WATER SERVICE4\,
(SEE DETAIL SHEET D
® RD -12
WHITE PICKET WAY
SEE SHEET C2
BOLLARD (TYP.) f
(SEE DETAIL SHEET D4)
ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOOR&
NEW 5'W x 5'L (I., PRECAST CONCRETE
VALVE VAULT W/ 4' x 3" ALU'M'INUM ACCESS
HATCH
e
f
NEW 8" I.D. PUMP STATION WET WELL
(PRECAST) "e x 60" ALUMINUM
ACCESS HATCH
PORTABLE HOIST FOUNDATION
SEE DETAIL THIS SHEET
W 'D.I. GRAVITY SEWER
6" COMPACTED ABC
MH 4 -PS
STA. 1+57.65
N: 270009Z9
E: 2454986,02
I" YARD HYDRANT
(SEE DETAIL SHEET DI)
I" RPZ WITH HOT BOX ENCLOSURE
(SEE DETAIL SHEET D2)
A OLE VENT 10 DIP GRAVITY SEVWER
®®
NOTE:
V- 4"
1 1/2- (TYP a
CINE G®
N-1 cc PLA
COL®
�-r
PLATE
COL.
y
ANCHOR ASE PLATE / (4)
GALV'D 5/8"0 ANCHOR BOLTS
44-- EMBED " (MIN,) IN TO FTGa
& 4' BOOK
[A. a= ASTM A307 OR A6)
2 -HOIST CRANE BASEPLATE CONN,
SCALE: 1 1 /2* -1'-0"
DAVIT CRAKE COL.
BASE PLATE
(BY CRANE MM)
(7) #7 BBARS EQ. I
SPA. EA. WAY
(T&B) ca
T.0, CONE FI
(MATCH TO, TLL�����
[REF. PLAN) ; Q
N®® e®
OFFSET HOIST BASEa b _
®" TOWARDS LL 6"
3"" CL " FTG.
(Typ.) 41-90
(REF.li i P ;
1
fn
' WA ER UNE
12` WIDE PAVED
C*
Gag '
EARTHEN BERM AND SCREENING
VEGETATION TO BE PROVIDED
DRIVEWAY APRON
MH 4-1
AROUND THE PUMP STATION SITE
SEE SKEET
I
(DESIGNED BY OTHERS)
SEE SHEET
C2
C2
10B 0
10, 0`
14 I
SUMMERHOUSE ON EVERETT BAY
BBM
WASTEWATER PUMP STATION #4 SITE PLAN
SSmpALEo �. #B��
I�i����•�
SCALE: 1"=W
V- 4"
1 1/2- (TYP a
CINE G®
N-1 cc PLA
COL®
�-r
PLATE
COL.
y
ANCHOR ASE PLATE / (4)
GALV'D 5/8"0 ANCHOR BOLTS
44-- EMBED " (MIN,) IN TO FTGa
& 4' BOOK
[A. a= ASTM A307 OR A6)
2 -HOIST CRANE BASEPLATE CONN,
SCALE: 1 1 /2* -1'-0"
DAVIT CRAKE COL.
BASE PLATE
(BY CRANE MM)
(7) #7 BBARS EQ. I
SPA. EA. WAY
(T&B) ca
T.0, CONE FI
(MATCH TO, TLL�����
[REF. PLAN) ; Q
N®® e®
OFFSET HOIST BASEa b _
®" TOWARDS LL 6"
3"" CL " FTG.
(Typ.) 41-90
(REF.li i P ;
1
fn
0
4"
SCALE: 1"=4' (Siert.)
=
10" D.I. GRAVITY SEWER
THERN MODEL 5124 PORTABLE HOIST
WITH R
DETAILASE PLATE.
RQM
INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MING B 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 EXCAVA11ON IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKFILILING.
3 THE EMERGENCY STAND13Y GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT MIEN OPERATING UNDER
EMERGENCY POWER, N. T S,
4 ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD -FRONT AND PA-LOCKA LEe
MIN. 6" x 0" LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF MIN.
LOADING RATE
TOP SLAB= 11.25"
,S, CABLE HOLDS
.S, NCTION BOX MIN. 18- ABOVE SLA
/ "SEAL S°" FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET )
MIN, VO SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND E V=11,00°
SLOPE _ I
POV&R CABLE
" I I®
D.
PRECAST REINFORCED
CONCRETE LVET WELL 90° BEF4D
LIQUID LEVEL
10" R.I. GRAVITY SANITARY 7 FLOAT
SEWER LINE SWITCHES
INVERT IN= -3-00'
LAG PUMP ON -150'
LEAD PUMP ON= -4,00"
SUBMERSIBLE WASTEWATER PUMPS
GROAT
PUMPS OFF -6.50'
(ALSO ALTERNATES 6� -
AD/LAG SEQUENCES)
GL WELL
S CABLE HOLDER
�o 6" OUTSIDE SWING AR
S.S. CHAIN HOOK CHECK VALVE
r --2r MIN. 6" PLUG VALVE CONCRETE THRUST COLLAR
�INGE THIS
11
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP
CAPACITY., T.D.H.
NUMBER OF PUMPS, 2
FAIRBANKS "
IMPELLER DIA: 10.4375"
MOTOR10 HP 48OV/3PH/60HZ
STARTER. FULL VOLTAGE NON -REVERSING
SPEED: 1155 RPM
1+00 40' 0 40' 80`
SCALE: 1"=40' (Horiz.)
PUMP STATION #4 tNFLUENT PROFILE
SCALE: 1"=40® HORIZ. / 1"=4' ,&Rt
PIPE LENGTH FROM MH 4 -PS TO, WE LL CALCULATED FROM CENTER OF
H4 -PS TO EDGE OF WET LL
6"x6" TEE W1 BLOCKING
� f
SROOL PIECE
a�
O' BEND
/ BLOCKIN G
6" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5V X 51
(MIN.) INSIDE DIMENSIONS
DEPTH AS REQUIRED
INA 4"x,,Y LOCKABLE ALUMINUM
U
ACCESS HATCH 300 PSF MIN,
UPPER GUIDE _aT_
BRACKET
WALL SLEEVE ESNs i s: S' c. 40 PV,_ Z;,U rJ CWk hA:»L
r GUIDE
BAR
lim
d
E 0—
...__ 4_.._...._e
I LLt
uj
z
I)
0
rz
Ln
INCLUDE JNION, CHECK VALVE, AND BALL V A'Im
TOP ELEVATION 11825" DEPTH AS REQUIRED TO
FINISHIED GRADE = 11.00' ELIMINATE FII POINT
BETE PS AND
SLOPE CONNECTION TO F"
tta I 11=I D12
I
OUTSIDE SWING ARM
CHECK VALE ( OF 2) 6.5' MIX COV€ P
PLUG VAL (TYR OF 2
PRESSURE CADGE (T`yr) OF 2
.711
e5 ...
TRANSITION COUPLING B" D1 TO 6 PVC
BOW INCREASE
CONCRETE THRUST COLLAR (TYP. OF 2)
FLOOR SMALL SLOPE TO SUMP PIT
FLANGE COUPLING ADAPTS (T )
SUMP PIT MINS 15"05002" DEPTH
10GPM SUMP U , P
MIN. 5" #57 STONE NDM
HIGH LEVEL ALARM TAPS AND PRESSURE GAUGES
SHALL BE INSTALLED ON
ON = -3.00 €NISCHA GF SIDE OF Ft. _
" DIP C H ECtt ,o`o :L .L
4"x6" ECCENTRIC INCREASE
DISCHARGE CONNECTIO
WETWELL SHALL HAVE 12"°
WIDE (MIN.) EXTENDED BASE
FFE�--9"'
IAN, 118" #57 STONE
I11 �u
DATE. JUL�
C*
Gag '
cq
SCALE-. A5 SHOWN
?
I
14 I
� s®t
r .__. _... -
12
tra t� �__. — _--
SET LL ...._
PROPOSED
GRAS.-._._
A._1��7..
F : 11,25±
EXISTING
10
__ __
IN" IN; 3 D
ADE
B" PVC FORCEMAIN
SEE SHEET C2
- - -
( ASI 4) FOR
--
CONTINUATION
2
. _ ------ �__.. ___-___
_. _ INSTALL FOR MAIN AT
ELEVATION REOUIRED TO
AVOID HIGH SPOT
—
8'
_4
4"
-
0
4"
SCALE: 1"=4' (Siert.)
=
10" D.I. GRAVITY SEWER
THERN MODEL 5124 PORTABLE HOIST
WITH R
DETAILASE PLATE.
RQM
INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MING B 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 EXCAVA11ON IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKFILILING.
3 THE EMERGENCY STAND13Y GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT MIEN OPERATING UNDER
EMERGENCY POWER, N. T S,
4 ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD -FRONT AND PA-LOCKA LEe
MIN. 6" x 0" LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF MIN.
LOADING RATE
TOP SLAB= 11.25"
,S, CABLE HOLDS
.S, NCTION BOX MIN. 18- ABOVE SLA
/ "SEAL S°" FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET )
MIN, VO SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND E V=11,00°
SLOPE _ I
POV&R CABLE
" I I®
D.
PRECAST REINFORCED
CONCRETE LVET WELL 90° BEF4D
LIQUID LEVEL
10" R.I. GRAVITY SANITARY 7 FLOAT
SEWER LINE SWITCHES
INVERT IN= -3-00'
LAG PUMP ON -150'
LEAD PUMP ON= -4,00"
SUBMERSIBLE WASTEWATER PUMPS
GROAT
PUMPS OFF -6.50'
(ALSO ALTERNATES 6� -
AD/LAG SEQUENCES)
GL WELL
S CABLE HOLDER
�o 6" OUTSIDE SWING AR
S.S. CHAIN HOOK CHECK VALVE
r --2r MIN. 6" PLUG VALVE CONCRETE THRUST COLLAR
�INGE THIS
11
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP
CAPACITY., T.D.H.
NUMBER OF PUMPS, 2
FAIRBANKS "
IMPELLER DIA: 10.4375"
MOTOR10 HP 48OV/3PH/60HZ
STARTER. FULL VOLTAGE NON -REVERSING
SPEED: 1155 RPM
1+00 40' 0 40' 80`
SCALE: 1"=40' (Horiz.)
PUMP STATION #4 tNFLUENT PROFILE
SCALE: 1"=40® HORIZ. / 1"=4' ,&Rt
PIPE LENGTH FROM MH 4 -PS TO, WE LL CALCULATED FROM CENTER OF
H4 -PS TO EDGE OF WET LL
6"x6" TEE W1 BLOCKING
� f
SROOL PIECE
a�
O' BEND
/ BLOCKIN G
6" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5V X 51
(MIN.) INSIDE DIMENSIONS
DEPTH AS REQUIRED
INA 4"x,,Y LOCKABLE ALUMINUM
U
ACCESS HATCH 300 PSF MIN,
UPPER GUIDE _aT_
BRACKET
WALL SLEEVE ESNs i s: S' c. 40 PV,_ Z;,U rJ CWk hA:»L
r GUIDE
BAR
lim
d
E 0—
...__ 4_.._...._e
I LLt
uj
z
I)
0
rz
Ln
INCLUDE JNION, CHECK VALVE, AND BALL V A'Im
TOP ELEVATION 11825" DEPTH AS REQUIRED TO
FINISHIED GRADE = 11.00' ELIMINATE FII POINT
BETE PS AND
SLOPE CONNECTION TO F"
tta I 11=I D12
I
OUTSIDE SWING ARM
CHECK VALE ( OF 2) 6.5' MIX COV€ P
PLUG VAL (TYR OF 2
PRESSURE CADGE (T`yr) OF 2
.711
e5 ...
TRANSITION COUPLING B" D1 TO 6 PVC
BOW INCREASE
CONCRETE THRUST COLLAR (TYP. OF 2)
FLOOR SMALL SLOPE TO SUMP PIT
FLANGE COUPLING ADAPTS (T )
SUMP PIT MINS 15"05002" DEPTH
10GPM SUMP U , P
MIN. 5" #57 STONE NDM
HIGH LEVEL ALARM TAPS AND PRESSURE GAUGES
SHALL BE INSTALLED ON
ON = -3.00 €NISCHA GF SIDE OF Ft. _
" DIP C H ECtt ,o`o :L .L
4"x6" ECCENTRIC INCREASE
DISCHARGE CONNECTIO
WETWELL SHALL HAVE 12"°
WIDE (MIN.) EXTENDED BASE
FFE�--9"'
IAN, 118" #57 STONE
I11 �u
DATE. JUL�
SCALE-. A5 SHOWN