Site Plans/Maps - 8/12/2012

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HOLLY RIDG I- WWTP
DISCHARGE- ALL WASTEWATE INTO
MANHOLE LOCATED AT THE CORNER OF
JENKINS S -r. AND CRA fl ST.
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LEGEND
EE LIFT STATION
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PUMP AND HAUL,
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SANITARY SEWER FORUEM
EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAC
FL.E- °ICAL. EQUIPMENT kAc° - —
end/ ;OVER PER _-vslNER g�
APPROVED DESIGN
(2) " 45' MJ BEND
ROTATE AS REQUIRED
OLLARD (TYP.) 1
(SEE DETAIL SHEET 04)
ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOUR
GENERATOR ACCESS DOORS.
E x 5'L (LD.) PRECAST CONCRETE
VALVE VAULT Wj ' x 3' ALUMNUM ACCESS
HATCH
i
NEW ' I. PUMP STA
TI WET WELL
(PRECAST) / 36" x " ALU�I:NU
ACCESS HATCH
PORTABLE HOIST FOUNDATION
SEE DETAIL THIS SHEET
, GRAVITY SEWIER
6" COMPACTED ABC
ISH 4—PS
STk 1+57.85
N° 27000 .39
E: 24549 6,02
1W" YARD HYDRANT
(SEE DETAIL SHEET Dl)
1"B RPZ NTH HOT BOX ENCLOSURE
1" WATER SERVICEf (SEE DETAIL SKEET D2)
(SEE DETAIL SHEET D1)
RD -1
WHITE PICKET WAY
SEE SKEET C2
MA CELE VENT WDIP
L
V 12' WIDE PAVED EARTHEN BERM AND SCREENING
ISH 1 12' AY AFRO VEGETATIONTO BE PROVIDED
6" AROUND E PUMP STATION SITE
SEE SHEET SHEET (DESIGN Y OTHERS)
C C2
10, 0
10' 20'
SUMMERHOUSE ON EVERETT BAY OWWOmmommomm"mm"I
AD QTA AUTF MAN SCALE; 110' (Hri,)
SCALE: 1"'=1 '
I 4p#
1 1/2" (TYP.)
PE FG.]
PLATE
Cot-
� f
I
PLATE
COL.
E ANCHOR BASE PLATE w/ (4)
GALV'D 5/8"0 ANCHOR BOLTS
EMBED " ( ft) IN TO FTG.
& 4" H OOK
[A>,=AS A07ORA
2 -HOIST CRANE BASEPLATE COW
SCALE; 1 1 /2 1' D
DAVIT CRANE COLS
ASE PLATE
(Y CRANE FGQ)
(7) #7 BARS E.
SPA. EA. WAY ,
(g'gg
4 �
T.O. CONC�EL
(MATCH T,OW T LL
[REF. PLAN]
4 P
OFFSET HOIST BASEffi -
®" TOWARDS WETWELL 68,
03" CLRW rt FTG.
(WF) 4 "— " _
[COORD. CRANE MFG]
E; i
1
a�
a
I
4'
SCALE: 1 W'= 4' (Vert.)
F"IbWbY3P .» pry
rv- �ypq� daBgam/ M
m
4
fi
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im
10" D.I. GRAVITY SEWER
MODELTHERN s
IJ
N TH BASE PLA
(SEE DETAIL THIS SHEE
NQIL
1 INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN, 6 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 DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRI TO BACKFILLJING.
THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER
EMERGENCY POWER. N.T S.
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD—FRONT AND PAD—LOCKABLE.
,
MIN. 36" x 0" LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF MIN,
LOADING RATE
TOP SLAB= 11.25'
S�S, CABLE HOLDER
SASS JUNCTION O I. 18- ABOVE SLA,
80
W/ "SEAL S°' FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET E6)
I " SCHEDULE 80
P RE NT PIPE
PRE—CAST REINFORCED
CONCRETETO
GROUND ELEV=11.00' rm
SLOPS ��' s III II I I I
PUMP DESIGN CRITERIA
PUMP TYPE- CENTRIFUGAL NON—CLOG
Mr,ERSIBLE WASTEWATER PUMP
CAPACITY:
NUMBER O: PUMPS: 2
FAIRBANKS'"` J
MOTOR:IMPELLER DIA; 10.4375"
I#
STARTER: FULL VOLTAGE NON—REVERSING
SPEED� 1155 RPM
1+00 4.D` O 40' UO'
SCALE, 1"=40' (Horiz,)
PUMP STATION #4 INFLUENT PROFILE
SCALE: 1"=40' HORIZ. , 1"=4.' VE T,
PIPE LENGTH FROM MH 4—PS TO JIOETWELL CALCULATED FROM CENTER OF
MH 4—PS TO EDGE OF WETWELL
CL WELL
��.S. CABLE HOLDS
OUTSIDE SWING AR
S.S. CHAIN HOOK CHECK VALVE
" MIN, 6" PLUG VALVE CONCRETE THRUST COLLAR
6"x6" TEE W1 BLOCKING
SPOOL PIECE
90- N
/ BLOCKING
INGE THIS
IDE
GUIDE BARS
POWER CABLE
MIN
Ia
PRECAST REINFORCED
CONCRETE T WELL 90, BE4D
LIQUID LEVEL
10" DJ, GRAM SANITARY
OAT
SEWER LINE
SWITCHES
INVERT IN= -3,00'
e
LAG PUMP ONS --3.50'
LEAD PUMP ON -4,00' -�
I
SUBMERSIBLE WASTEWATER PUMPS
I
GROUT
PUMPS OFF 6, 0'
Iq F—
(A
LEAD/LAG SEQUENCES}
60,
+ O
-s�
w.�—
m.._
12
—K — _—.
— WET"NELL
RIPS; 11.25;
10
— — —
_ INVERT IN,__ 3,00
6" PVC FORCEMAIN
4
__ ------ -
2 ..
_--..____ _ __._ _ _._.._
--__-
__ _------INSTALL FORCEMAIN AT
ELEVATION R IED TO
AVOID HIGH SPOT
F"IbWbY3P .» pry
rv- �ypq� daBgam/ M
m
4
fi
_.
im
10" D.I. GRAVITY SEWER
MODELTHERN s
IJ
N TH BASE PLA
(SEE DETAIL THIS SHEE
NQIL
1 INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN, 6 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 DEWATERED
DURING CONSTRUCTION TO PREVENT FLOTATION
OF THE PS STRUCTURE PRI TO BACKFILLJING.
THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER
EMERGENCY POWER. N.T S.
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD—FRONT AND PAD—LOCKABLE.
,
MIN. 36" x 0" LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF MIN,
LOADING RATE
TOP SLAB= 11.25'
S�S, CABLE HOLDER
SASS JUNCTION O I. 18- ABOVE SLA,
80
W/ "SEAL S°' FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET E6)
I " SCHEDULE 80
P RE NT PIPE
PRE—CAST REINFORCED
CONCRETETO
GROUND ELEV=11.00' rm
SLOPS ��' s III II I I I
PUMP DESIGN CRITERIA
PUMP TYPE- CENTRIFUGAL NON—CLOG
Mr,ERSIBLE WASTEWATER PUMP
CAPACITY:
NUMBER O: PUMPS: 2
FAIRBANKS'"` J
MOTOR:IMPELLER DIA; 10.4375"
I#
STARTER: FULL VOLTAGE NON—REVERSING
SPEED� 1155 RPM
1+00 4.D` O 40' UO'
SCALE, 1"=40' (Horiz,)
PUMP STATION #4 INFLUENT PROFILE
SCALE: 1"=40' HORIZ. , 1"=4.' VE T,
PIPE LENGTH FROM MH 4—PS TO JIOETWELL CALCULATED FROM CENTER OF
MH 4—PS TO EDGE OF WETWELL
CL WELL
��.S. CABLE HOLDS
OUTSIDE SWING AR
S.S. CHAIN HOOK CHECK VALVE
" MIN, 6" PLUG VALVE CONCRETE THRUST COLLAR
6"x6" TEE W1 BLOCKING
SPOOL PIECE
90- N
/ BLOCKING
INGE THIS
IDE
GUIDE BARS
POWER CABLE
MIN
Ia
PRECAST REINFORCED
CONCRETE T WELL 90, BE4D
6" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5'W X 51
(MIN.) INSIDE DIMENSIONS
[DEPTH AS REQUIRED
i
I 'x3' LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF SIN,
UPPER GUIDE tJ#'s1`w
BACKT
WALL SLEEVE ft 'I i�F :� S�_ra 4U FV%, �I� � L
SHALL BE FASTENED TO WALL'
S.S. PIPE CLAMPS. DISCHARGE SHALL
S. S. INCLUDE UNION, CHECK VALVE, AND BALL V,%! ''E t,cp
GUIDE TOP ELEVATION 11 a 25'in »�
BAR DEPTH AS REQUIRED TO u�-" � �
FINISHEDGRADE 11:00" ELIMINATE t #1CtiFmCttV ':
BETWEEN S A r-
,
S CONNECTION TO ta
{
IN R 1 y ;
OUTSIDE SWINARM
G
CHECK VALVE, (TYP OF 2) g=
,' MIN, CV c`
PLUG VALVE (TYR
L PRESSURE GAUGE (TYP OF 2) I c
TRANSITION COUPLING " DI TO 6" PVC
6"X* INCREASE
CONCRETE RUST COLLA (TYP. OF 2)� a...... _�
FLOOR SMALL SLOPE SUMP PIT
FLANGE COUPLING ADAPTER (TYP. OF 2)
SUMP PIT MIN, 15"05"x12" DEPTH
0 GPM SUMP PUMP
MIN, 6- #57 STONE
TAPS AND PRESSURE GAUGES
HIGH LEVEL ALAR
SHALL E INSTALLED ON
ON = —100' DISGH A GF SIDE OF F �-
6" DIP CHECK i,' L, L
4"x6" ECCENTRIC INCREASER
DISCHARGE CONNECTION
WETV&LL SHALL HAVE 12"
WIDE (MIN.) EXTENDED BASE
FFE—Q.5ty
WViIN, 110" 57 STONE
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�-IROJECT 1,10: 0
DATE, JULf 2006
L',RA N BY: _ TJJ _
a`ALE: AS :aHOiNi
110.- GS10
`WI Wrml I 62 OF 80
i�
LIQUID LEVEL
10" DJ, GRAM SANITARY
OAT
SEWER LINE
SWITCHES
INVERT IN= -3,00'
LAG PUMP ONS --3.50'
LEAD PUMP ON -4,00' -�
SUBMERSIBLE WASTEWATER PUMPS
GROUT
PUMPS OFF 6, 0'
(ALSO ALTERNATES
LEAD/LAG SEQUENCES}
60,
6" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 5'W X 51
(MIN.) INSIDE DIMENSIONS
[DEPTH AS REQUIRED
i
I 'x3' LOCKABLE ALUMINUM
ACCESS HATCH 300 PSF SIN,
UPPER GUIDE tJ#'s1`w
BACKT
WALL SLEEVE ft 'I i�F :� S�_ra 4U FV%, �I� � L
SHALL BE FASTENED TO WALL'
S.S. PIPE CLAMPS. DISCHARGE SHALL
S. S. INCLUDE UNION, CHECK VALVE, AND BALL V,%! ''E t,cp
GUIDE TOP ELEVATION 11 a 25'in »�
BAR DEPTH AS REQUIRED TO u�-" � �
FINISHEDGRADE 11:00" ELIMINATE t #1CtiFmCttV ':
BETWEEN S A r-
,
S CONNECTION TO ta
{
IN R 1 y ;
OUTSIDE SWINARM
G
CHECK VALVE, (TYP OF 2) g=
,' MIN, CV c`
PLUG VALVE (TYR
L PRESSURE GAUGE (TYP OF 2) I c
TRANSITION COUPLING " DI TO 6" PVC
6"X* INCREASE
CONCRETE RUST COLLA (TYP. OF 2)� a...... _�
FLOOR SMALL SLOPE SUMP PIT
FLANGE COUPLING ADAPTER (TYP. OF 2)
SUMP PIT MIN, 15"05"x12" DEPTH
0 GPM SUMP PUMP
MIN, 6- #57 STONE
TAPS AND PRESSURE GAUGES
HIGH LEVEL ALAR
SHALL E INSTALLED ON
ON = —100' DISGH A GF SIDE OF F �-
6" DIP CHECK i,' L, L
4"x6" ECCENTRIC INCREASER
DISCHARGE CONNECTION
WETV&LL SHALL HAVE 12"
WIDE (MIN.) EXTENDED BASE
FFE—Q.5ty
WViIN, 110" 57 STONE
�-- I
LLJ
J)
�-IROJECT 1,10: 0
DATE, JULf 2006
L',RA N BY: _ TJJ _
a`ALE: AS :aHOiNi
110.- GS10
`WI Wrml I 62 OF 80
i�