Site Plans/Maps - 1/23/2015

" WATER LINE It Wri '#2-38
REVERSE8' GRAV.TY SEWFR SIA: 4+10.1 119 z
CONNECTION NTH S' RECLAJMED WATER UNE
(SEE SHEET C71 N: 275524.59 CO- HDPE, SDR 9 DIRECTIONAL
J
8 to DI PIPE WITH BORE & JACK APPROX, 30 LF OF 16- DIAMETER E� 2453070.40 DRILL UNDER WETLANDS (SEE
WALL THICKNESS) 3' GRAVITY SEWER (1) 8','t X 8" Md TEE !�� FIRE HYDRANT ASSEMBLY
RESTRAINED JOINT ENCASEMENT PIPE (MIN, 0,25 (SEE SHEET r81 MH #2-37 DETAIL SHEET Dl)
FITTINGS NTH 8" DI CARRIER PIPE (CL -50) MH #2 39 1(2) a," GATE VALVES STA: 4+37,98" BORE AND AGK APPROX. 8 LF OF WATER FORCE MAIN
8" 2�-® MJ BEND STA: 3+56_,41 8" 9,0' MJ BEND N. 275501.56 16" DIAMETER ENCASEMENT PIPE CROSSING (MAINTAIN 1®' MH #2-1
N: 275573,54 A E.2453064,69 (MIN, 0.25" WALL THICKNESS) WITH VERT, SEPARATION) STA: 8+63,75
245304&13— 89 3' 8" PVC CARRIER PIPE Ni 2751345.67w J. BEND FORCE MAIN/STORM DRAIN E: 2453047Z8
95' 91, 8" GATE VALVE CROSSING (MAINTAIN 24"
w VERT. SEPARATION)
WATER/STORM DRAIN
11' WATER UNE WATER/GRAVITY SEWER WATER STORM DRAIN CROSSING CROSSING (MAINTAIN 12"
(SEE SHEET CS)
+ 8" 45* Mi BEND RH SE DR. - RD01 CROSSING (MAIN -AIN 18" (MAINTAJN 12-t VERT, SEPARATION) VERT, SEPARATION)
I fil
WATER SERIWCE VERT, SEPARATV)N) I
I1 t RAVITY SEWER/STORM DRAIN
SEWER SER\MACE 8" GRAVITY SEWER a*oo olU55INU (MAINTAIN 24
A ATI
(2) S" X 8- MJ TEES
(2) V GATE VALVES
+
7'
PUrMSTATION #2
Si
SE] SHEET C50
GRAVITY SEWER/WATER
–CROSSING (MAINTAIN 18 -
VERT, SEPARATION)
10" GRAVITY SE-=WER
GRAVITY SEWER/STORM DRAIN
—CROSSING (MAINTAIN 24"
olr rr5A 0 ATir',M
15 A A
�HT 1IN 3";c V Mi TEE' WITH uj
(21 8" CAfE VALvtS -4%J"
GPAVITY SEWER/RECLAIMED (2) 45- BEND
30'x 30'x 6.5'D BORE PIT Op
MIN� WATER CROSSING (MAINTAIN---/
(6,5' E 18" VERT, SEPARATION)
10" HDPE, SruR 9
WATER/RECLAIMDIRECTIONAL DRILLED WATER I
CROSSING (MAINTAIN 18" UNDER WETLANDS SEE
& MH #2-36 4 90* BEN
DE'AIL) STA: 5+80� 58 71
VERT, SEPARATION) co a 0.
N: 275339.30 –35 14
E, 2453099, 50,- MH #2 GRAVITY SEWER/FORCE MAIN
Lu STA. 6+63-32 CROSSING (MAINTAIN 12-
275261180 k/PPT SEPARATIONN
A_ q4c E: 245307Z39
X
c
or
LEGEND 8' RECLAIMED WATER UNE 1 81' GFUVITY SEWER
(SEE SHEET AB)
I GRAVITY SEWER/STORM DRAIN CRO, SING
WATER LINE 8" PVC FORCE MAI -N-1 (MAINTAIN 24" VERT. SEPARATION)
w GRAVITY SEWER/FORCE MAIN
FM FORCE MAIN CROSSING (MAINTAIN 12-
VERT, SEPARATION)
GRA TY SEWER 6" GRAVITY SEWER'
RCW RECLAIMED WATER (SEE SHEET C48)
3" WATER LINE
WELL WATER (SEE SHEET C48)
ww 18' SANfTARY SEWER" FORCE MAIN
I
GW GROUND WATER DISCHARGE (tee SHEET C48%
STORM DRAIN
WETLAND
NTS NOT TO SCALE
34
32
30
OPOSED GRADEEXISTING DE
28
26
24 -
IST o -
22 —1. U11LITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
AND DETAILS. WATER LINES SHALL CROSS OVER SEWER, FORCE MAIN AND
RECLAIMED WATER NTH A MINIMUM OF 18 -INCHES VERTICAL SEPARATION,
20
2, WATER LINES CONSTRUCTED IN PAR LLEL WITH SANITARY SEWER AND/OR
18 RECLAIMED WATER LINES MUST BE CCNSTRUCTED WITH ONE OF THE
FOLLOWING- 1) A MINIMUM OF 10 -FT -�ORIZONTAL SEPARATION, 2) BE
CONSTRUCTED OF DUCTILE IRON PIPE, 'DR 3) BE CONSTRUCTED WITH A
IviNIMUM OF 18" VE TI 'AL SEPARA TRO�k ABOVE SANITARY SEWER AND
_C
RECLAIMED WATER LINES.
14 —3, FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE ROAD
—RIGHT-OF-WAYS IN ACCORDANCE WIT'r THE DETAIL SHOWN OF SHEET Dl,
SOME FIELD LOCATION MAY BE REQUIFED HOWEVER EACH PROPOSED LOT
12 — MUST BE WITHIN 500 -FT OF A HYDRIENIT.
— 4, UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITH A
lo —MINIMUM OF 24 -INCHES VERTICAL SEPARATION. IF 24" CANNOT BE
MAINTAINED, THE UTILITY SHALL BE 0,,.4TJLE IRON OR BRIDGED WITH
CONCRETE IN ACCORDANCE WITH THE DETAILS ON SHEET D-2,
8 5, WETLANDS CROSSINGS SHALL BE C "NSTRUCTED BY MEANS OF
DIRECTIONAL DRILL OR BORE AND JACKS THEREFORE HAVING NO DIRECT
—IMPACTS TO WETLANDS,
—6, ALL UTILITY LINES SHALL BE CONSTRUCTED WITH A MINIMUM OF 3–FT OF
4 — COVER°
- ----------
— 7, THE PROPOSED GRADE SHOWN IS JNLESS NOTED OTHERWISE) THE
2 —PROPOSED GRADE OF THE ROAD ICEN­ERLINE.
8, A COMBINATION AIR/VACUUM RELEI,SE (SEE DETAIL SHEET D-3) SHALL BE
0' —INSTALLED AT ALL LOCALIZED HIGH PS NTS ON THE FORCE MAIN.
9. UNLESS NOTED OTHERWISE, ALL BC)PE PITS SHALL BE SIZED AND LOCATED
–2 BY THE CONTRACTOR:
10. ALL UTILITY CROSSINGS SHALL BE N ACCORDANCE WITH THE "VERTICAL
_4 CROSSING SEPERATION TABLE"® APPLICABLE SPECIFICATION SECTIONS AND 3+00
DETAILS
mn_9A=_,-l0 —
'STA. 4+10:89
RN-;­--.84--
INVERT IN: 10 50
INVERT IN: 8,01
INVERT OU : 7.6
BORE AND JACK APPROX,
8 LF OF 16" DIAMETER
ENCASEMENT PIPE (wAIN
0_25" WALL THICK4 j
WITH 8" PVC CARRiER
PPE
am
0
I
10" X 8" HDPE
REDUCER
18" STORM DRAIN
(MAINTAIN 24" VERt
SEPARATION)
91
yll,Tk��
YR
GRAVITY SEWER/STORM DRAIN CROSSING
(MAINTAIN 24' VERT, SEPARATION)
STi
N :
E:
PROPOSED GRADE
STA: 9,;50.78
Na 274985,07
E: 245302516
�[:Vj:PIV�CWA�'�ER �LINE�
Qp
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3
+2511
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+
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14
PROPOSED GRADE
STA: 9,;50.78
Na 274985,07
E: 245302516
�[:Vj:PIV�CWA�'�ER �LINE�
Qp
(Nv
3
+2511
643.22 7ZI
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LO 00 2 IN
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EXISTING GRACIE 4 �sm
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26
24
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18" STORM DRAIN,
(MAINTAIN 24- VERT, SEPARATION) 20 < 0 00
P.0 n In
I
9+00 10+00
LLJ
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URAW N BY:
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—2
SCALE: 1
ALE; 11"
40' HORIZ.
4' VERT.
z
DRAWING NO,;
CUDIDI
11+00
SHEET 4 OF 80
0
w
0
z
vo
wa
ces
aam
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LO 00 2 IN
34
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EXISTING GRACIE 4 �sm
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26
24
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18" STORM DRAIN,
(MAINTAIN 24- VERT, SEPARATION) 20 < 0 00
P.0 n In
I
9+00 10+00
0
LLJ
+
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URAW N BY:
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CAT
—2
SCALE: 1
ALE; 11"
40' HORIZ.
4' VERT.
DRAWING NO,;
CUDIDI
11+00
SHEET 4 OF 80
0

ROUND WATER
COLLECTION LINE
(BY OTHERS) WELL WA
MH #3-36
STA: 48+60,29
N: 271919,45
E: 2454875.39
at
:�s
36
34
32
30
28
26
22
20
18
16
14
12
I'm
M77
x
r.
L GROUND WATER/GRAVITY
SE R CROSSING
— 6.6 J TEE
6" 90' J BEND
gm -111
40" 0 40' 80° 'jDlu
WW%PW%%NMMMWMPMMMN� 1. UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
SCALE: I"=4D® (Horiz.) AND DETAILS, WATER LINES SHALL CROSS OVER GROUND WATER, SEWER,
FORCE MAIN AND RECLAIMED WATER WITH A MINIMUM OF 18—INCHES
1ERTICAL SEPARATION,
2, WATER LINES CONSTRUCTED IN PARALLEL WITH SANITARY SEWER, FORCE
VAIN, AND/OR RECLAIMED WATER LINES MUST BE CONSTRUCTED WITH ONE
OF THE FOLLOWING: 1) A MINIMUM OF 10—FT HORIZONTAL SEPARATION, 2)
BE CONSTRUCTED OF DUCTILE IRON PIPE, OR 3) BE CONSTRUCTED WITH A
MINIMUM OF 18" VERTICAL SEPARATION ABOVE SANITARY SEWER AND
;:ECLAIMED WATER LINES.
3, FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE ROAD
3l-.wT_01:_VdAV-_ IN Af-f-AW)AW-C- %AATW THE DETAIL Ci-InIA&I ON CUE -C -T Ml
40 "SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
Do 7- MUST BE WITHIN 500 -FT OF A HYDRANT,
38 4, UTILITIES GROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITH
A MINIMUM OF 24 -INCHES VERTICAL SEPARATION, IF 24" CANNOT BE
C5
+ r- Z) MAINTAINED, THE UTILITY SHALL BE DUCTILE IRON OR BRIDGED NTH
V oa - L - --- -- 36 ('ONCRETE IN ACCORDANCE WITH THE DETAILS ON SHEET D-2,
C,4 Ln 0)
c\j
5 WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS OF
> 34
- ------- - DIRECTIONAL DRILL OR BORE AND JACK THEREFORE HAVING NO DIRECT
,kAPACTS TO WETLANDS,
PROPOSED GRADE EXISTING GRADE
32 ALL UTILITY LINES SHALL BE CONSTRUCTED WITH A MINIMUM OF 3 -FT OF
OVER,
-- ----
30 7, THE PROPOSED GRADE SHOWN IS (UNLESS NOTED OTHERMSE) THE
PROPOSED GRADE OF THE ROAD CENTERLINE,
28 ?j, A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALL
,,E INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
26 UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND
t ITS- LOCATED BY THE CONTRACTOR,
TS__I - - __
24 10, ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTICAL
'DETAILS,f r'ROSSING SEP RATION TABLE" APPLICABLE SPECIFICATION SECTIONS AND
6" WELL WATER
-1�8 RMAVrTY SE R
48+00
491 00
50+00
22
20
18
16
14
12
a
LW
a
- IN 8'
SCALE: 1"=4' (Vert,)
24
22
20
lm
16
14
12
10
­­kIN CROSSING
WATER/ST,
CROSSING ORM DRAIN
GRAVITY SEWER/STORM
DRAIN CROSSING
- - - - - ---------
GRAVITY SEVF:.R/WATER
CRO` SI N 0
FORCE MAIN/WATER
C,.ROSSING
MH #3-3
STA: 1+50,72
N: 272980.02
E: 2455696,,20
I ----
MH #3- 4
STA- 2+03®4
N; 272929,25
E: 2455"09.90
-MARTIN HOUSE LOOP (RD31)
N, > ?21186 40
E, 2455689,93 WETLAND
,77-7 S
MH #3-6
QTA: 3+7,97
N: 2 72 668 19
E: 2455639,54
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PROJECT NO: 04400-0001
DATE, JULY 2008
DRAWNBY: Tij
CHECKED BY, DMH
_;7PRIDVED BY, CAT
SCALE: 1 40' HORIZa
SCALE: 1 4' VERT,
DRAWING NO.: CUD02
16 NO.;
80
l+uu 2+00 3+00 4+00 /--,\

m
1" RPZ WITH HOT BOX ENCLOSURE
1" 11,25' MJ BEND (SEE DETAIL SHEET D2)
ROTATE AS REQUIRED 1" 90' MJ BEND I" WATER SERVICE
I ROTATE AS REQUIRED- (SEE DETAIL SHEET Dl)
CONTROL PANEL W1
I` SADDLE TAP RAIN HOOD
YARD HYDRANT
SEE DETAIL SHEET DI)
Nut
15' DOUBLE WIDE GATE NEW 6'W x O'L (1,D,) PRECAST CONCRETE VALVE
VAULT W1 4' x 3' AL.U'MINUM ACCESS HATCH
4" CONCRETE 0 DAVIT CRANE BASE PLATE
BOLLARD (TYP) MOUNTED ON WET WEj_L
ADJUST BOLLARD LOCATION
TO PROVIDE PROPER
Nt CLEARANCE FOR GENERATOR
ACCESS DOORS.
12' WIDE PAVED 4 \ AB
STONE WTURIN FENCE
DRIVEWAY APRON
10
W-13" SECURITY FENCING " GRAVITY SEWER (P /HUNTER GREEN)
7- 7 LF
EMERGENCY STANDBY
GENERATOR MOUNTED DN
CONCRETE PAD,
8" WATER MAIN
�MAINTAIN 18" VERT,
SEPARATION)
a
I
a
i
?
ev
34
--Olt
32
8" WATER MAIN
�MAINTAIN 18" VERT,
SEPARATION)
a
I
a
18
16
m
4
2
0
-2
_4
DA Y'UAf E'er y
-600
In
SCALE: 1" =40' (Horiz.)
24" STORM DRAIN
S.S. CABLE HOLDER
36" X 72" HATCH -
11' X 11' tO SQUARE
WFTWFLL
upla
(D INSIDE OF WFTWELL 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 12G,
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 ftMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWER,
T �.
S.S. CABLE HOLDER
MIN. 35" x 72" LOCKABLE ALUMINUM
ACCESS HATCH W1 300 PSIF MIN.
LOADING RATE
6"0 SCHEDULE 80 TOP EL,=27.25
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND ELEV=26,75'
DPE
POWER CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
UOUID LEVEL
SENSORS
10" D.I. GRAVITY
SANITARY SEWER LINE
INVERT IN= 4,75'
LAG PUMP ON=4,25'
LEAD PUMP ON=3,75'
SUBMERISBLE WASTEWATER
PUMPS OFF=1,25'-
(ALSO ALTERNATES
LEADAAG 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: 10.4375"
MOTOR: 40 HIP, 48OV/3PH/6OHz
STARTER: REDUCED VOLTAGE SOLID STATE (RVSS)�
—11 X 11" 1,D, WE LI
6" 90' BEND
_T
S,S, JUNCTION BOX FOR
PUMP POWER CABLES &
LIQU0 i -E,/FL CABLES
(SEE ELECTWCAL SHEETS)
— 5" OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6"E ­
­ I 1 0
itV, . I
.i_�_
F (T`(PCF.2)
CONCRETE THRUST COLLAR
TEE
2" COMBINATION AIR RELEASE/VACUU1,0
RELIEF VALVE (SEE DETAIL SHEET D-3)
PIPE TO SUMP
— 90* BEND
FLA14GED COUPLING
ADAPTER VVITH TIE RODS
PRECAS'l" CONCRETE
VALVE VAULT B'WxB'L
INSIDE DIMENSIONS
DEPTH A'S REQUIRED
PORTABLE DAVIT CRANE BASE
MOUNTED TO TOP OF PUMP STATION
S.S. JUNCTION BOX Nift 18" ABOVE SLAB
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE ELECTRICAL, DETAILS)
—UPPER GUIDE MIN 3' BELOW GRADE
BRACKET WALL SLEEVE
43' LOCKABLE ALUMINUM ACCESS HATCH
W1 RUBBI'-'R BOOT W/ 300 PSIF VIN, LOADING RATE
&S. (TYR)
GUIDE 1 1/2" SCH 40 GS SUMP DISCHARGE
SHALL BE FASTENED TO WALL W1
BAR /—S.S. PIPE CLAMPS. DISCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL VALVE,
TOP EL,=27-25
FINISHED e-'Ranr
w"llm
X
SLOPE
x.
OUTSIDE SWING ARM b
CHECK CdA »11F (T"P 0- E
PLUG VALVE (T YPa 0
PRESSURE GAUGE (TYP, OF 2)
FLOOR SHALL E -0 '3010P PIT
SUMP PIT 15*xl5*'xl2" DEPTH
L10 GFM SUMP PUMP
MIN. 5" #_57 STONE
HIGH LEVEL ALARM TAPS AN40 PRESSURE GAUGES
ON = 4� 75' SHALL BE INSTALLED ON
DISCHAROPE SIDE OF EACH
6" DIP CHECK 'VALVE, 0 z
—6" X 4" ECCENTRIC REDUCER
DISCHARGE CONNECTIONrn 0
WE LL SHALL HAVEb
EXTENDED BASE %41N, 12") z !u
0
Ly
FFE=--I,75'
MIN. 10" ff57 STONE
U)
Il
I
L
ash
I MI
DATE: JULY 2008
DRAWN BY: RAR/AM�__
CHECKED BY: DMH
r APPROVED BY- CAT
SCALE: —AS SHOWN
1");'I"AWINIC, NO: CS102
HGE-i; 60 OF 60
34
--Olt
32
—V
3
30
28
26
24
22
2 0
18
16
m
4
2
0
-2
_4
DA Y'UAf E'er y
-600
In
SCALE: 1" =40' (Horiz.)
24" STORM DRAIN
S.S. CABLE HOLDER
36" X 72" HATCH -
11' X 11' tO SQUARE
WFTWFLL
upla
(D INSIDE OF WFTWELL 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 12G,
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 ftMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWER,
T �.
S.S. CABLE HOLDER
MIN. 35" x 72" LOCKABLE ALUMINUM
ACCESS HATCH W1 300 PSIF MIN.
LOADING RATE
6"0 SCHEDULE 80 TOP EL,=27.25
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP
GROUND ELEV=26,75'
DPE
POWER CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
UOUID LEVEL
SENSORS
10" D.I. GRAVITY
SANITARY SEWER LINE
INVERT IN= 4,75'
LAG PUMP ON=4,25'
LEAD PUMP ON=3,75'
SUBMERISBLE WASTEWATER
PUMPS OFF=1,25'-
(ALSO ALTERNATES
LEADAAG 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: 10.4375"
MOTOR: 40 HIP, 48OV/3PH/6OHz
STARTER: REDUCED VOLTAGE SOLID STATE (RVSS)�
—11 X 11" 1,D, WE LI
6" 90' BEND
_T
S,S, JUNCTION BOX FOR
PUMP POWER CABLES &
LIQU0 i -E,/FL CABLES
(SEE ELECTWCAL SHEETS)
— 5" OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6"E ­
­ I 1 0
itV, . I
.i_�_
F (T`(PCF.2)
CONCRETE THRUST COLLAR
TEE
2" COMBINATION AIR RELEASE/VACUU1,0
RELIEF VALVE (SEE DETAIL SHEET D-3)
PIPE TO SUMP
— 90* BEND
FLA14GED COUPLING
ADAPTER VVITH TIE RODS
PRECAS'l" CONCRETE
VALVE VAULT B'WxB'L
INSIDE DIMENSIONS
DEPTH A'S REQUIRED
PORTABLE DAVIT CRANE BASE
MOUNTED TO TOP OF PUMP STATION
S.S. JUNCTION BOX Nift 18" ABOVE SLAB
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE ELECTRICAL, DETAILS)
—UPPER GUIDE MIN 3' BELOW GRADE
BRACKET WALL SLEEVE
43' LOCKABLE ALUMINUM ACCESS HATCH
W1 RUBBI'-'R BOOT W/ 300 PSIF VIN, LOADING RATE
&S. (TYR)
GUIDE 1 1/2" SCH 40 GS SUMP DISCHARGE
SHALL BE FASTENED TO WALL W1
BAR /—S.S. PIPE CLAMPS. DISCHARGE SHALL
INCLUDE UNION, CHECK VALVE, AND BALL VALVE,
TOP EL,=27-25
FINISHED e-'Ranr
w"llm
X
SLOPE
x.
OUTSIDE SWING ARM b
CHECK CdA »11F (T"P 0- E
PLUG VALVE (T YPa 0
PRESSURE GAUGE (TYP, OF 2)
FLOOR SHALL E -0 '3010P PIT
SUMP PIT 15*xl5*'xl2" DEPTH
L10 GFM SUMP PUMP
MIN. 5" #_57 STONE
HIGH LEVEL ALARM TAPS AN40 PRESSURE GAUGES
ON = 4� 75' SHALL BE INSTALLED ON
DISCHAROPE SIDE OF EACH
6" DIP CHECK 'VALVE, 0 z
—6" X 4" ECCENTRIC REDUCER
DISCHARGE CONNECTIONrn 0
WE LL SHALL HAVEb
EXTENDED BASE %41N, 12") z !u
0
Ly
FFE=--I,75'
MIN. 10" ff57 STONE
U)
Il
I
L
ash
I MI
DATE: JULY 2008
DRAWN BY: RAR/AM�__
CHECKED BY: DMH
r APPROVED BY- CAT
SCALE: —AS SHOWN
1");'I"AWINIC, NO: CS102
HGE-i; 60 OF 60

m
1" 4"
- 1 1/" (TYP,)
rv. [PER MFG.
PLATE
COL,
ll
i
—1 — PLATE
_ COL.
I
I ANCHOR BASE PLATE / (4)
GALV'D 5/8" ANCHOR BOLTS
EMBED " (MIN,) IN TO FTS,
" HOOK
(A.B.ASTM A307 OR A.36]
2 -HOIST CMNE BASEPLATE CONN.
SCALE: 1 1/2"=V-0"
AM
DANAT CRANE COL. & _\�
BASE PLATE
(BY CRANE MFG.)
(7) #7 BARS EQ,
SPA. EAB WAY
(T&B) c
"JL
( e
a a
®s
6
FTG,
(COORD, wl CRANE MFG,]
C.1,P, REINF, COLO,
FTG, (REF. PLAN)
WETWELL
I
NEW 4'W x 5'L (I,D,} PRECAST
CONCRETE VA . E VAULT W ' x
3' ALUMINUM ACCESS HATCH
ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOORS.
EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAD
" Cov.PACTED ABC
4" DIA
CONCRETE
BOLLARD ' " " )
EARTHEN BERM AND SCREENING
VEGETATION TO BE PROVIDED
AROUND TIME PUMP STATION SITE
(DESIGNED BY OTHERS
1 D' 0 10' 20'
SCALE- 1"=10' (Hari ,)
34
32
3C
2E
2
24
22
2C
1E
1E
14
1�
1C
5
co
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0
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v
INSIDEOALL PIPING SHALL BE R.
Y EPDXY COATEDMIN8 M�L 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 DEWATEREDDURING CONSTRUCTION TO PREVENT FLOTATION
BACKFILLING.OF THE PS STRUCTURE PRIOR TO
POWER,Q THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY, THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING
ALL CONTROL
SHALL BE DEAD—FRONT D PAD -
MIN. " x 54" LOCKABLE ALUMINUM
ACCESS HATCH / 300 PSF MIN.
LOADING RATE
S.S. JUNCTION BOX MIN. 18" ABOVE SLAB
W/ "SEAL FS"" FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET E5
MIN, 6'"o SCHEDULE 60
PVC SCREENED VENT PIPE
PRECAST REINFORCED
CONCRETE TOP
GROUND ELEV=32.25°
POWER CABLE
PRECAST REINFORCED
CONCRETE T WELL
10" DJ. GRAVITY SANITARY
SEWER LINE
INVERT IN=11.75"
LAG PUMP ON11,25" —
LEAD PIMP ON 10,75' —
SUBMERSIBLE WASTEWATER PUMPS
GROU T
PUMPS OFF 815"
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
PUMP TYPE: CENTRIFUGAL NON–CLOG
SUBMERSIBLE WASTEWATER PUMP CAPACITY: 200
GPM 0 33 FEET OF TAH.
NUMBER OF PUMPS.
FAIRBANKS MORSE MODE 4°" 54 33 MV (A)
IMPELLER DIA: 9,3125"
MOTOR: 5 HP, 480V/ PFI/6OHz
STARTER: FULL VOLTAGE NON -REVERSING
SPEED: 1155 RFT
;LOPE CALCULATED FROM
I TO EDGE OF WETWELL
Z
10 111 D.I. GRAVITY SEWER
GL WEL!
✓ ' ,. CABLE BOLDER
4`° OUT:10E SWING ARM
S.S. CHAIN HOOK CHECK VALVE
4" PLUG VALVE CONCRETE THRUST COLLAR
911" BEND
BLOCKIh1G
_ _. 4"X6" INCREASE
91� TEE / BLOCKING
9Q" BEND
,w. f BLOCKING
4" FLANGE COUPUN'Gp
ADAPTER
Gy IDE BARS PRECAST CONCRETE=
VALVE VAULT 4'Wx5l
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PIPING INCL EE:D IN PIPING BY UNIT
LUMP SUM :,'OST OF ITEMS
PUMPING STATION
WqWftLL PLAN
MIN, 38x3" LOCKABLE ALUMINUM
—S.S. CABLE HOLDER ACCESS MATCH: W 300 PSF MIN,
TOP SLAB= 32075" LOADING RATE
UPPER GUIDE WALL SLEEVE MIN. 1 1/2"" SCH 40 PVC SUMP DISCHARGE
RACKET SHALL BE FASTENED TO WALL W
Ih S.S@ PIPE CLAMPS. DISCHARGE SHALL
S..q&S(gge INCLUDE UNION" CHECK VALVE" AND SAL!
GBP
BAR TOP ELEV, 32.75-
FINISHED
2.75`FINISH D GRADE 32m25'
SLOPE
4" OUTSIDE SWING AR
CHECK VALVE (TYP,
5 MIN L.
4"" PLUG VALVE, OF 2
LL �''
PRESSURE GAUGE (TYP. OF 2)
4" 90* BEN .i
(TY"_
TRANSITION COUPLING 6" DI TO " PVC
4"6" INCREASER
LIQUID LE CONCRETEE THRUST € 01I. 4P
FLOAT L FLOOR SMALL SL L T
SWITCHES 4"< FLANGED COUPLING ADAPTER (T`A`P, Or 2)
SiMP PIT MIN, 15""x15"xt2" DEPTH
10 GPM SUMP PLUMP
MMIN,:� STONE °
HIGH LEVEI_. ALARM TAPS AND PRESSURE GANGES
SHALL BE INSTALLED ON
ON = 11.75'
4" DIP
DISCHARGE 0:)NNI ECTION
WET LL
EXTENDED BASE (MIN 12
WIDE}
MITbELL SECTION
N T S,
314''1,
MIN. 10" #57 STC i�
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