Site Plans/Maps - 11/9/2012

E 0ERSE
CC0,NECTION WITH
e 'N PIPE NTH
RES -RAINED JOINT
F171NGS
BORE &c jACK APPROX, 30 LF OF 16' DIAMETER
ENCASEMENT PIPE (MIN0,25' WALL THICKNESS)
WITH 8" DI CARRIER PIPE (CL -50)
8' 224 MJ BEND
�QUCTI�LEIRW�4
WATE[RLINE�_
f.
+ �45' MJ BEND
gg
1T IN 3'x b" MJ TEE WITH
2) B" CA TE vALVES
T\
30'x 30'x 6.5'D BORE PI
T\
MIN. EOP)
11 ------- lur
t' WATER LINE
a" GRAVITY SEWER
8" RECLAIMED WATER UNE
(SEE SHEET V)
3' GRAVITY SEWER
(SEE SHEET CA)
MH #2-39
STA: 3+56.41
N; 275573,54
E: 2453046,13
RRHHOSE DR. RD01 WATER
;
® (SEE SHEET 08)7WATER SFRwcE
ILI SEWER SERVICE
(2) 8- X 8'
MJ TEES
(2) 8" CATE VALVES
GPAVITY SEWER/RECLAIMED
WATER CROSSING (MAINTAIN-/
18' VERT, SEPARATION)
WATER/RECLAIMED WATER
1 a
CROSSING (MAINTAIN
AI1 18N -
VERT, SEPARATION)
GW GROUND WATER DISCHARGE
STORM DRAIN
WETLAND
NTS NOT TO SCALE
40 0 40' 80'
SCi,L C. Ie4U
4 0 4'
ww"w%%%mmmmmm"momoll
SCALE: 1"=4' (Vert.)
34
32
30
PROPOSED GRADE EXISTING GRADE
28
26
24 -- ----
22 1, UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATION
—AND DETAILS. WATER LINES SHALL CROSS OVER SEWER, FORCE MAIN At
RECLAIMED WATER WITH A MINIMUM OF 18 -INCHES VERTICAL SEPARATION.
20 ---
-2, WATER LINES CONSTRUCTED IN PARALLEL WITH SANITARY SEWER AND/'
18 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" \rERTICAL SEPARATION ABOVE SANITARY SEWER AND
RECLANLD VVA'ER Ll,P-;Ecs,
14 _1 FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE RC
RIGHT-OF-WAYS IN ACCORDANCE WITH THE DETAIL SHOWN OF SHEET Dl.
--SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
129 --MUST BE WITHIN 500 -FT OF A HYDRANT,
— 4, UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITI
10 ---MINIMUM OF 24 -INCHES VERTICAL SEPARATION. IF 24" CANNOT BE
MAINTAINED, THE UTILITY SHALL BE DUCTILE IRON OR BRIDGED WITH
—CONCRETE IN ACCORDANCE WITH THE DETAILS ON SHEET D-2.
8 5, WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS OF
DIRECTIONAL DRILL OR BORE AND JACKS THEREFORE HAVING NO DIRECT
6 IMPACTS TO WETLANDS.
_-6. ALL UTILITY LINES SHALL BE CONSTRUCTED NTH A MINIMUM OF 3 -FT
4 COVER.
7, THE PROPOSED GRADE SHOWN IS (UNLESS NOTED OTHERWISE) THE
2 —PROPOSED GRADE OF THE ROAD CENTERLINE.
8. A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALI
0 INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
9, UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND LOCA
-2 ----BY THE CONTRACTOR,
10. ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTIC,
-4—CROSSING SEPERATION TABLE", APPLICABLE SPECIFICATION SECTIONS AND
DETAILS
MH12�,38
STA; 10,89
N; 275524.59 I'D' HDPE, SOR 9 DIRECTIONAL
E: 2453070r40 DRILL UNDER WETLANDS (SEE
1 (1) 8" X 8" Md TEE MH #2-37 DETAIL SHEET Dl)
'(2) B" GATE VALVES STA; 4+37,98;" BORE AND JACK APPROX. 8 LF OF
8" 90' MJ BEND N. 275501,56
E; 2453084,69 16" DIAMETER ENCASEMENT PIPE
(MIN, 0.25" WALL THICKNESS) NTH
8* PVC CARRIER PIPE
91, 8' GATE VALVE
4* A
WATER/GRAVITY SEWER WATER/STORM DRAIN CROSSING
CROSSING (MAINTAIN 18 -
(MAINTAIN 12" VERT, SEPARATION)
VERT, SEPARATION)
H % -v 0
I" GRAVITY S R $foo 0
(o
15
5
A,
0* HDPE, SDR 9 uj
DIRECTIONAL DRILL
UNDER WETLANDS (SEE MH #2-36
DETAIL) o_STA: 5+80.58
N:275339,30
E: 24530991 50,
=Vpv:(
6' GRAVIFY SEWER
(SEE SHEET C48)
8" SANITARY SEWER FORCE MAIN
(SEE SHEET r48)
z--_mmmmL-
i livol aliffig
LEGEND
r RECLANED WATER UNE
(SEE SHEET -48)
Z
w
WATER LINE
GRAVITY SEWER/FORGE MAIN
t
FM
FORCE MAIN
GRAVITY SEWER
CROSSING (MAINTAIN 12-
VERT. SEPARATION)
ROW
ww
RECLAIMED WATER
WELL WATER
WATER LINE
5"E 48)
( -
SSWEET C
GW GROUND WATER DISCHARGE
STORM DRAIN
WETLAND
NTS NOT TO SCALE
40 0 40' 80'
SCi,L C. Ie4U
4 0 4'
ww"w%%%mmmmmm"momoll
SCALE: 1"=4' (Vert.)
34
32
30
PROPOSED GRADE EXISTING GRADE
28
26
24 -- ----
22 1, UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATION
—AND DETAILS. WATER LINES SHALL CROSS OVER SEWER, FORCE MAIN At
RECLAIMED WATER WITH A MINIMUM OF 18 -INCHES VERTICAL SEPARATION.
20 ---
-2, WATER LINES CONSTRUCTED IN PARALLEL WITH SANITARY SEWER AND/'
18 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" \rERTICAL SEPARATION ABOVE SANITARY SEWER AND
RECLANLD VVA'ER Ll,P-;Ecs,
14 _1 FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE RC
RIGHT-OF-WAYS IN ACCORDANCE WITH THE DETAIL SHOWN OF SHEET Dl.
--SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
129 --MUST BE WITHIN 500 -FT OF A HYDRANT,
— 4, UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITI
10 ---MINIMUM OF 24 -INCHES VERTICAL SEPARATION. IF 24" CANNOT BE
MAINTAINED, THE UTILITY SHALL BE DUCTILE IRON OR BRIDGED WITH
—CONCRETE IN ACCORDANCE WITH THE DETAILS ON SHEET D-2.
8 5, WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS OF
DIRECTIONAL DRILL OR BORE AND JACKS THEREFORE HAVING NO DIRECT
6 IMPACTS TO WETLANDS.
_-6. ALL UTILITY LINES SHALL BE CONSTRUCTED NTH A MINIMUM OF 3 -FT
4 COVER.
7, THE PROPOSED GRADE SHOWN IS (UNLESS NOTED OTHERWISE) THE
2 —PROPOSED GRADE OF THE ROAD CENTERLINE.
8. A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALI
0 INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
9, UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND LOCA
-2 ----BY THE CONTRACTOR,
10. ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTIC,
-4—CROSSING SEPERATION TABLE", APPLICABLE SPECIFICATION SECTIONS AND
DETAILS
MH12�,38
STA; 10,89
N; 275524.59 I'D' HDPE, SOR 9 DIRECTIONAL
E: 2453070r40 DRILL UNDER WETLANDS (SEE
1 (1) 8" X 8" Md TEE MH #2-37 DETAIL SHEET Dl)
'(2) B" GATE VALVES STA; 4+37,98;" BORE AND JACK APPROX. 8 LF OF
8" 90' MJ BEND N. 275501,56
E; 2453084,69 16" DIAMETER ENCASEMENT PIPE
(MIN, 0.25" WALL THICKNESS) NTH
8* PVC CARRIER PIPE
91, 8' GATE VALVE
4* A
WATER/GRAVITY SEWER WATER/STORM DRAIN CROSSING
CROSSING (MAINTAIN 18 -
(MAINTAIN 12" VERT, SEPARATION)
VERT, SEPARATION)
H % -v 0
I" GRAVITY S R $foo 0
(o
15
5
A,
0* HDPE, SDR 9 uj
DIRECTIONAL DRILL
UNDER WETLANDS (SEE MH #2-36
DETAIL) o_STA: 5+80.58
N:275339,30
E: 24530991 50,
=Vpv:(
6' GRAVIFY SEWER
(SEE SHEET C48)
8" SANITARY SEWER FORCE MAIN
(SEE SHEET r48)
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8" WATER LINE 1" RPZ WITH HOT BOX ENCLOSURE
NNtNt 1' 11.25' MJ BEND (SEE DETAIL SHEET D2)
ROTATE AS REQUIRED 1" 90* MJ BEND I WATER SERVICE
I ROTATE AS REQUIRED (;EE DETAIL SHEET
T DI) N
\/-CONTROL PANEL W1
SADDLE TAP RAIN HOOD
'ARD HYDRANT
40- ----------r. (SEE DETAIL SHEET DI)
NEW 6'W x 8'L (I.D.) PRECAST CONCRETE VALVE
15' DOUBLE WIDE GATE
,'AULT W/ 4' x 3' ALUMINUM ACCESS HATCH
4' CONCRETE DAVIT CRANE BASE PLATE
BOLLARD (TYP) MOUNTED ON WET WELL
\ADJUST BOLLARD LOCATION
;l) TO PROVIDE PROPER
CLEARANCE FOR GENERATOR
ACCESS DOORS.
lz BE PAVED 4" AB STONE WITHIN FENCE
DRIVEWAY APRON
10" GRAVAITY S R W-15" SECURITY FENCING
(PSE/HUNTER GREEN)
7 7 LF ';�;.NERATOR MOUNTED 'Dw
EMERGENCY STANDBY
In ,0NCRETE PAD,
NEW 11' x 11' I,D. SQUARE PUMP
STATION WET WELL (PRECAST) W/
36' x 72' ALUMINUM ACCESS HATCH
20'
SCALE: 1"=14' (Horiz )
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 SITE PLAN
SCALE: 1"=I0'
W' WATER MAIN
(MAIN->v,IN 18" VERT,
SEPARATION)
34
32
30
28
26
24
22
20
15 _57
12
10
6
4 - - -
SCALE: ''=40' (Horiz,)
S S'JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
11" D.I. '64TY SEWER(SEE ELECTRICAL SHEETS)
5' OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6" PLUG V',LV_'
(TYR, OF 2)
WALL SLEEVE WITH NEOPRENE RUBBER IL 'IELL
BOOT (TYP. ALL PIPE PENETRATIONS)
S.S.
S CHAIN HOOK
/ 2 '6' X 3' INCREASER
CABLE HOLDER 1,¢StP 1
CONCRETE THRUST COLLAR
36' X 72' HATCH
2
4
- --TEE
0
-2
0
11' X 11' 10 SQUARE
I
0
i
RELIEF VALVE (SEE DETAIL SHEET D_j
-6
4
PIPE TO SUMP
DA Y'UM ELE V
_6 00
Lc
Ic
cl
SCALE: ''=40' (Horiz,)
S S'JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
11" D.I. '64TY SEWER(SEE ELECTRICAL SHEETS)
5' OUTSIDE SWING ARM
CHECK VALVE (TYP. OF 21
6" PLUG V',LV_'
(TYR, OF 2)
WALL SLEEVE WITH NEOPRENE RUBBER IL 'IELL
BOOT (TYP. ALL PIPE PENETRATIONS)
S.S.
S CHAIN HOOK
/ 2 '6' X 3' INCREASER
CABLE HOLDER 1,¢StP 1
CONCRETE THRUST COLLAR
36' X 72' HATCH
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; 100375"
MOTOR; 40 HP, 48OV/3PH/60Hz
STARTER: REDUCED VOLTAGE SOLID STATE (RVSS)
1+00
SCALE: 1'=40' (Horiz.)
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 PROFILI
Lj fi
L.,
A.
-
—
- --TEE
Z
2 COMBINATION AIR RELEASE/VA0 -
T'
11' X 11' 10 SQUARE
I
0
i
RELIEF VALVE (SEE DETAIL SHEET D_j
WETWELL
—cp
PIPE TO SUMP
—90' BEND
30"
FLANGED COUPLING
ADAPTER WITH TIE RODS
PRECAST CONCRETE
VALVE VAULT 6'Wx8'L
INSIDE DIMENSIONS
GllCIE BARS
DEPTH AS REQUIRED
PORTABLE DAVIT CRANE BASE
MOUNTED TOT OF PUMP STATION
Q 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 ISO AND NSP 120.
(Z CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT
FLOTATION OF THE PS STRUCTURE PRIOR TO
WETWE LL PLAN
BACKFILLING
N,T,S
THE EMERGENCY STANDBY GENERATOR IS
SIZED TO OPERATE ONE PUMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
o'oi
OPERATING UNDER EMERGENCY POWER,
S.S. JUNCTION BOX MIN. 18' ABOVE SLAB
W/ "SEAL OFFS' FOR PUMP LEAD CONDUITS
(SEE ELECTRICAL DETAILS)
S.S. CABLE HOLDER UPPER GUIDE
MIN 3' BELOW GRADE
2 Frzzz
MIN. 36" 72' LOCKABLE ALUMINUM
BRACKET
WALL SLEEVE4'x3' LOCKABLE ALUMINUM ACCESS HA,,
x
ACCESS HATCH W1 300 PSF MIN.
&&DE
W/ RUBBER BOOT W/ 300 PSF MIN, LOADING RATE
(p) Ty
LOADING RATE
r-
GUI
1 1/2- SCH 40 GS SUMP DISCHARGE
V0 SCHEDULE 80 TOP EL,=27,25
BAR
SHALL BE FASTENED TO WALL W1
S.S. PIPE CLAMPS. DISCHARGE SHALL
24' STORM DRAIN
PVC SCREENED VENT PIPE_'�<
I
INCLUDE UNION, CHECK VALVE, AND BAL.. 'AL
PRE -CAST REINFORCED
TOP EL,=27,25
CONCRETE TOP
GROUND ELEV-26.75
FINISHED GRADE
SLOPE
OPE
OUTSIDE SWING ARM
"— CHECK VAI "F (T"P r.
POWER CABLE
---PLUG VALVE (TYP, Gr 4)
—11
X 11" I.D. WELI
---PRESSURE GAUGE (TYP. OF 2)
PRE -CAST REINFORCED
6" 90 BEND
�S �DIFOR�CEMAI�N
CONCRETE WET WELL
LIQUID LEVEL
SENSORS
FLOOR SHALL -C, cItVD ("IT
10" D.I. GRAVITY
SANITARY SEWER LINE
INVERT IN=4.75'
_r
SUMP PIT 15'xi5'xl2' DEPTH
10 GPM SUMP PUMP
MIN. 6- #57 STONE Up -T -L,
HIGH LEVEL ALARM TAPS AND PRESSURE GAUGES
LAG PUMP DN -4,25`
SHALL BE INSTALLED ON
ON = 4,75' DISCHARGE SIDE OF EACH
A T
LEAD PUMP ON=3.75'
6, Dip CHECK VALVE,
SUBMERISOLE WASTEWATER PUMPS--
6' X 4" ECCENTRIC REDUCER
PUMPS OFF= 1 . 25'—
DISCHARGE CONNECTION
(ALSO ALTERNATES
WETWELL SHALL HAVE
LEAD/LAG SEQUENCES)
EXTENDED BASE (MIN. 12-)
45'
GROUT
F 3'
_—Mft 10" #57 STONE
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; 100375"
MOTOR; 40 HP, 48OV/3PH/60Hz
STARTER: REDUCED VOLTAGE SOLID STATE (RVSS)
1+00
SCALE: 1'=40' (Horiz.)
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 PROFILI
Lj fi
L.,
A.
Z
T'
t:5
LLJ
AOPNC' NO.: CS102
60 OF 80

" PVC WATER LINE
GROUND WATER
COLLECTION LINE
(BY OTHERS) WELL WA
'7
kp
S WER
64_�d_kouNb WATER LIN61
4C
36
34
32
30
28
26
24
22
20
18
16
14
1�
—MH #3-36
STA: 48+60,29
N: 271919,45
E: 2454875,39
ml
!j
GROUND
A
H #3—_� 7 —
TA: 50— 24.48
N: 27180,u 61
E: 2454757.58
I co
00
GROUND WATER/GRAVITY
BE R CROSSING
-6 J TEE
z,
90- �J BEND
7_�
GRAVITY SEWER/WATER
CROSSING
FORCE MAIN/WATER
CROSSING
MH #3-3
2' GATE VALVE
STA: 1+50,72
-R/
GRAVITY SEWE N: 272980,02
WATER CROSSING PUMP STATION 3
E: 2455695.20
SEE DRAWING C51
MH #3-4
as "�Z__)
STA: 2+0145
MO�S LAKE LAINE (RD06) N: 272929.25
E: 2455709.90
MARTIN 40USE LOOP (RD31)
N: 2?2886,40
10' CRA OTY SC* -R UNE E- 2455689.93 WETLANDS
�SFE SHEEI Cla) GR�
DR VITY SEWER STORM MH #3-6
UN CROSSING A' 1+7,91
ST 86
N� 272 8.19
MH #3-18 WATER/ST,
(SEE SHEET C18) CROSSING DRM DRAIN E: 2455639.54
1"IYl lAlEl GRAVITY SEWER/STORM
,SEE SHEET C18) DRAIN CROSSING
40' D 80, RQIM
1, UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
SCALE: 1"=40' AND DETAILS, WATER LINES SHALL CROSS OVER GROUND WATER, SEWER,
FORCE MAIN AND RECLAIMED WATER WITH A MINIMUM OF 18—INCHES
VERTICAL SEPARATION,
2, WATER LINES CONSTRUCTED !N PARALLEL WITH SANITARY SEWER, FORCE
MAIN, 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
RECLAIMED WATER LINES,
3. FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE ROAD
RIGHT—OF—WAYS IN ACCORDANCE NTH THE DETAIL SHOWN ON SHEET DO.
40
SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
40
MUST BE WITHIN 500—FT OF A HYDRANT,
0
4. UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITH
38
<
A MINIMUM OF 24—INCHES VERTICAL SEPARATION, IF 24' CANNOT BE
32
XX
DOD
+
LO (N F-
� < >
36
CONCRETE IN ACCORDANCE NTH THE DETAILS ON SHEET D-2,
36
:2
U)
-PROPOSED GRADE
DIRECTIONAL DRILL OR BORE AND JACK THEREFORE HAVING NO DIRECT
34
IMPACTS TO WETLANDS,
E XIST ING ',,RADE
5, ALL UTILITY LINES SHALL BE CONSTRUCTED WITH A MINIMUM OF 3—FT OF
32
COVER,
30
7, THE PROPOSED GRADE SHOWN IS (UNLESS NOTED OTHERWISE) THE
30
PROPOSED GRADE OF THE ROAD CENTERLINE.
28
8, A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALL
28
BE INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
26
9. UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND
26
LOCATED BY THE CONTRACTOR,
24
10, ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTICAL
24
CROSSING SEPERATION TABLE" APPLICABLE SPECIFICATION SECTIONS AND
22
DETAILS,
22
20
a" PV!,
4'
063%
18
60$
18
16
16
14
0
14
12
— -----
12
GRAVITY SEW
R
4'
t---------
10
---------- —
40
SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
40
MUST BE WITHIN 500—FT OF A HYDRANT,
38
4. UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITH
38
7
A MINIMUM OF 24—INCHES VERTICAL SEPARATION, IF 24' CANNOT BE
32
XX
DOD
+
MAINTAINED, THE UTILITY SHALL BE DUCTILE IRON OR BRIDGED WITH
36
CONCRETE IN ACCORDANCE NTH THE DETAILS ON SHEET D-2,
36
5,WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS OF
34
DIRECTIONAL DRILL OR BORE AND JACK THEREFORE HAVING NO DIRECT
34
IMPACTS TO WETLANDS,
32
5, ALL UTILITY LINES SHALL BE CONSTRUCTED WITH A MINIMUM OF 3—FT OF
32
COVER,
30
7, THE PROPOSED GRADE SHOWN IS (UNLESS NOTED OTHERWISE) THE
30
PROPOSED GRADE OF THE ROAD CENTERLINE.
28
8, A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALL
28
BE INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
26
9. UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND
26
LOCATED BY THE CONTRACTOR,
24
10, ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTICAL
24
CROSSING SEPERATION TABLE" APPLICABLE SPECIFICATION SECTIONS AND
22
DETAILS,
22
20
20
4'
063%
18
18
16
16
14
0
14
12
— -----
12
4'
10
47400 48+00 49+00 50+DD 51+00
8
8'
SCALE: !" 4' !V ­f ti
U+UU
"0a
NOV 09 2012
--- -------
PR ?SED _ARAk
(ISTING GRADE
EE E
7
32
XX
DOD
+
E
E E Ei L
E -T --C'
B
B
o V,
1-24" STORM DRAIN
24'
STORM DPAIP
WATER LINE
FORCE MAIN
N -T-5--
146,75' NTS
063%
vT
--- DIP TO PVC TRUSS
20 LF —PIPE TRANSITION
B" DIP COUPLING (TYP,)
8" GRAVITY SEWER
— -----
U+UU
"0a
NOV 09 2012
6
(ISTING GRADE
EE E
32
6

6" SANITARY SEWER FORCEMAIN
(2) 6. 45' MJ BENDS
ROTATE AS REQUIRED
I" WATER SERVICE —
(SEE DETAIL SHEET Dl)
3/4- RPZ WITH HOT
BOX ENCLOSURE
(SEE DETAIL SHEET Dl>�\
I" YARD HYDRANT
(SEE DETAIL SHEET DI)
45`
5'
NEW 6' I.D. PUMP STATION WET WELL
(PRECAST) W/ 35" x 54" ALUMINUM
ACCESS HATCH
PORTABLE HOIST
I
FOUNDATION
ELECTRICAL CONTROL RACK
W/COVER TO BE PROVIDED
BYOWNER
m
I
1 1/2" (TYP.)
N [PER MFG,]
W PLATE
&C COL,
PLATE
COU
ANCHOR BASE PLATE wl (4)
GALV'D 5/8-0 ANCHOR BOLTS
4 rl
EMBED 8" (MIN,) IN TO FTG,
& 4" HOOK
[A.B.- ASTM A307 OR A36]
2 -HOIST CRANE BASEPLATE CONN.
SCALE: 1 1/2"=f --O"
DAVIT CRANE COL. &
BASE PLATE
(BY CRANE MFG,)
(7) #7 BARS EQ
SPA. EA, WAY
(T)
j 0. CONC.EL —
(MATCH T.O. WETWELL)
[REF, PLAN]
�3' CLR FTG
(TYP.) 4 _V
(SQUARE)
1- GROUT PAD (MIN,) 0
(COORD, wl CRANE MF(L�'
1 -HOIST CRANE FTG.
;:- 7,-_­�7-7--
,CATr
C,LP, REINF. CONC,
FTG, (REF, PLAN)
NEW 4'W x 5'L (I.D.) PRECAST
CONCRETE VALVE VAULT W1 3' x
3' ALUMINUM ACCESS HATCH
CENTER OF PS#3 WETWELL
N: 272952,25913
E: 2455608,7889
ADJUST BOLLARD LOCATION TO
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOORS.
EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAD
76" COMPACTED ABC
--t4" DIA
CONCRETE
BOLLARD (TYP)
EARTHEN BERM AND SCREENING
VEGETATION TO BE PROVIDED
AROUND THE PUMP STATION SITE
(DESIGNED BY OTHERS)
I D, 0 10' 20'
SCALE: 1"=10' (Horiz.)
34
32
30
28
26
24
22
2C
18
le
14
12
Ic
S.S. JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
(SEE SHEET ES)
ND7(L
INSIDE OF WETWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN8 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,
Q THE EMERGENCY STANDBY GENERATOR IS SIZU0
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 Mft 18' ABOVE SLAB
W/ 'SEAL OFFV FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET
MIN, VO SCHEDULE 80
PVC SCREENED VENT PIP
PRE—CAST REINFORCED
CONCRETE TOP
GROUND ELEV-32,25'
E
POWER CABLE
PRE—CAST REINFORCED
CONCRETE WET WELL
10" D,L GRAVITY SANITARY
SEWER LINE
INVERT IN=11.75' —
LAG PUMP ON=11.25' --
LEAD
LEAD PUMP ON=1035' —
SUBMERSIBLE WASTEWATER PUMPS
GROUT --
PUMP DESIGN CRITERIA
PUMP TYPE: CENTRIFUGAL NON—CLOG
SUBMERSIBLE WASTEWATER PUMP CAPACITY: 200
GPM 0 33 FEET OF T.D.H.
NUMBER OF PUMPS: 2
FAIRBANKS MORSE MODEL 4" 54 33 MV (A)
IMPELLER DIA: 9.3125"
MOTOR: 5 HP, 480V/3PH/60HZ
STARTER: FULL VOLTAGE NON—REVERSING
SPEED: 1155 RPM
,LOPE CALCULATED FROM
TO EDGE OF WETWELL
T y< rrMR'
PUMPS
PUMPS OFF -8,75'
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
—14. D,L GRAVITY SEWER
CL WE
.LL
S.S. HOLDER
— S.S. CHAIN HOOK
4" OUTSIDE 'WING ARM
CHECK VALVE
4" PLUG VALVE CONCRETE THRUST COLLAR
90' BEND
W1 BLOCKING
4X6' INCREASER
TEE W/ BLOCKING
90' BEND
W1 BLOCKING
4" FLANGE COUPLING
ADAPTER
GH IDE BARS PRECAST CONCRETE
VALVE VAULT 4'Wx5'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PIPING INCLUDED IN PIPING BY UNIT
LUMP SUM COST OF ITEMS
PUMPING STATION
W-1 ''
MlI%L TO- #57 STONE
AE_TV�ELL SECTION
NTS.
MIN. 3'x3' LOCKABLE ALUMINUM
—S.S, CABLE HOLDER
ACCESS HATCH W1 300 ESE MIN.
i
TOP SLAB— 3175'
LOADING RATE
UPPER GUIDE
WALL SLEEVE MIN 1 1/2, SCH 40 PVC SUMP DiSCHARGE
BRACKET
SHALL BE FASTENED TO WALL W/
Eu
S.S. PIPE CLAMPS. DISCHARGE SHAL,,
co
INCLUDE UNION, CHECK VALVE, AND F,4:
GUIDE
BAR
TOP ELEV, 32.75°
0
FINISHED GRADE 32,25'
SLOPE
L
LLJ
4" OUTSIDE SWING ARM
z
CHECK VALVE (TYP. OF 2)
4' PLUG VALVE (TYP, OF 2)
LL
—PRESSURE GAUGE (TYP, OF 2)
4- 90' BENL
(TYP. r—
TRANSITION PLING 6" DI TO 6"
0
4"X6" INCREASER
77
LIQUID LEVE!_COPICRETE
L
ThF�LIST 'GI' F'
FLOAT
SWITCHES
4" FLANGED COUPLING ADAPTER (TYP. OI. 2)
SUMP PIT MIN, 15N15"02" DEPTH
10 GPM SUMP PUMP
MIN. 6- #57 STONE UML
TAPS AND PRESSURE GAJt,;ES
HIGH LEVEL ALARM SHALL BE INSTAU ED ON
ON = 11.75" liar enr
4- DIP
DISCHARGE CONNECTION
WETWELL
EXTENDED BASE (MIN 12' WIDE)
FF
W-1 ''
MlI%L TO- #57 STONE
AE_TV�ELL SECTION
NTS.

as
T,3
0
z
H
E
_j
Eu
co
Lu
z
<
0
z
H
_j
Eu
co
Lu
0
z Z
o <
L
LLJ
ui
z
0
C ,
04400-0001
i L IoHOS
D11,11AWN BY: Tdi
I CHECKED BY, DMH
APPROVED BY; CAT
SCALE: AS, SHOWN
SCALE: I - 4' VERT,
DRAWING NOCS103
SHEET 61 OF 80
c 51

POND EDGE
OF WATER
MH#4-5
STA- 1+90.29
N: 270404,57
Ea 2454894.102
MH#4-fl
0+00 (THIS SHEET)
(SEE SHEET C 25)
6" GATE
i VALVE
MJ REDUCER
IS
Vm�,, J TEE
8" FORCE MAIN
(SEE SHEET C24)
Mi BENDS
0
6' REEL WATER LINE
(SEE SHEET C24)
MANHOLE VENT
S' WATER UNE
(SEE SHEET C24),
6" WELL WATER U I
6"X2'
(SEE SHEET C25)
MHh
iV
STA: 7+1 c
N: 269929.
-ATER UNE
MH#4-2
STA: 6+23.86
(SEE SHEET G25)
cr
E:2454919151
MH 4-3
STA: 5+42.76
N: 270058.265
E: 2454875.205
GRAIATT SEWER
a' ERAATy SEWER X CUUNTRY
5
(SEE SHEET C37)
(SEE SOEET C25)
<
F-
V,
cn
0=
POND EDGE
OF WATER
MH#4-5
STA- 1+90.29
N: 270404,57
Ea 2454894.102
MH#4-fl
0+00 (THIS SHEET)
(SEE SHEET C 25)
6" GATE
i VALVE
MJ REDUCER
IS
Vm�,, J TEE
40' 0 40 80'
WW%%%&==mmmpmm"m9
SCALE: I"=40' (Holiz)
SEE SHEET C25
1 FOR CONTINIJATION
A
64'
MH#4-4
STA: 3+43,17
N:270254.1 11
E: 245491 724
159
ATY ER
3*00
A
w
MAINTAIN 10' HORIZONTAL
SEPARATION FROM MANHOLE
6' WATER LINE
SHEET C29)
8" GRAVITY SEWER
t5E:E SHEET c29)
PVMP STATION 04
(SEE SHEET C52)
(2) MANHOLE
VENTS
'1"' 1 �, V2"l 0 2'
(2) 45.
8" FORCE MAIN
(SEE SHEET C24)
Mi BENDS
0
6' REEL WATER LINE
(SEE SHEET C24)
MANHOLE VENT
S' WATER UNE
(SEE SHEET C24),
40' 0 40 80'
WW%%%&==mmmpmm"m9
SCALE: I"=40' (Holiz)
SEE SHEET C25
1 FOR CONTINIJATION
A
64'
MH#4-4
STA: 3+43,17
N:270254.1 11
E: 245491 724
159
ATY ER
3*00
A
w
MAINTAIN 10' HORIZONTAL
SEPARATION FROM MANHOLE
6' WATER LINE
SHEET C29)
8" GRAVITY SEWER
t5E:E SHEET c29)
PVMP STATION 04
(SEE SHEET C52)
(2) MANHOLE
VENTS
'1"' 1 �, V2"l 0 2'
(2) 45.
Mi BENDS
0
MANHOLE VENT
6"X2'
MJ T
MHh
iV
STA: 7+1 c
N: 269929.
E. 2454996.
MH#4-2
STA: 6+23.86
N: 269986,731
cr
E:2454919151
MH 4-3
STA: 5+42.76
N: 270058.265
E: 2454875.205
c
C
+
a' ERAATy SEWER X CUUNTRY
5
(SEE SHEET C37)
0
MH#4-SHEET
24
(SEE SHEE TC29)
90,
M' FIEND
6,x6" mi TEE
W/ PLUGGS
CAP AND '.
GATE VAL\�
IE
a, GE
(SEE k"TY SEWER
SHEET C29)
Z' HAS
(SEE SER LINE
HEET C29)
0+00 1+00 2+00 (--) SEE PLAN ABOVE
FOR HORIZ. LOCATIONS
OF MANHOLE ANTS
NOV 9 2012
20
18
16
14
12
10
8
6
4
2
0
—2
—4
NOTES,
1, UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND DETAILS, WATER LINES SHALL CROSS
OVER SEWER, FORCE MAIN AND RECLAIMED WATER WITH A
MINIMUM OF 18—INCHES VERTICAL SEPARATION.
2, WATER LINES CONSTRUCTED IN PARALLEL WITH SANITARY
SEWER, FORCE MAIN, AND/OR RECLAIMED WATER LINES MUST BE
CONSTRUCTED WITH ONE OF THE FOLLOWING; 1) A MINIMUM OF
10—FT HORIZONTAL SEPARATION, 2) BE CONSTRtICTE0, ')-
DUCTILE IRON PIPE, OR 3) BE CONSTRUCTED KITH A MINIMUtA
OF 18" VERTICAL SEPARATION ABOVE SANITARY SEWER AND
RECLAIMED WATER LINES.
3. FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES
AT THE ROAD RIGHT—OF—WAYS IN ACCORDANCE WITH THE
DETAIL SHOWN ON SHEET Dl, SOME FIELD LOCATION MAY BE
REQUIRED HOWEVER EACH PROPOSED LOT MUST BE WITHIN
500—FT OF A HYDRANT,
4, UTILITIES CROSSING UNDER STORM DRAIN SHALL BE
CONSTRUCTED NTH A MINIMUM OF 24—INCHES VERTICAL
SEPARATION. IF 24" CANNOT BE MAINTAINED, THE UTILITY SHALA,
BE DUCTILE IRON OR BRIDGED NTH CONCRETE IN ACCORDAN I C E
WITH THE DETAILS ON SHEET D-2,
5, WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS
OF DIRECTIONAL DRILL OR BORE AND JACK THEREFORE HAVIN,
NO DIRECT IMPACTS TO WETLANDS.
15. ALL UTILITY LINES SHALL BE CONSTRUCTED WITH A MINIMUM
OF 3—FT OF COVER,
7, THE PROPOSED GRADE SHOUP�t I' C
OTHERWISE) THE PROPOSLO Ukl-'-,
8, A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEE T
D-3) SHALL BE INSTALLED AT ALL LOCALIZED HIGH POINTS CN
THE FORCE MAIN.
9. UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE S4ZEL)
AND LOCATED BY THE CONTRACTOR.
10, ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE wlfl,, 'HE
'VERTICAL CROSSING SEPERATION TABLE' APPLICABLE
SPECIFICATION SECTIONS AND DETAILS,
%

0
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c
iV
A!
E
DTTE JULY 2008
DRAWN EY� BUG
HORIZ..
�ICALEt- - 4' VERt
L,�A�1111G '10, 0U028
SHEET of 80
j-, r
0
c
c
+
cr
ry,
U; Lu
c
C
+
<
F-
V,
cn
0=
DTTE JULY 2008
DRAWN EY� BUG
HORIZ..
�ICALEt- - 4' VERt
L,�A�1111G '10, 0U028
SHEET of 80
j-, r

&" qBEND
ROTATE ASS REC}UtFbE(21`"�,,�
8" SANITARY SEWER FORCEMAIN
0, EMERGENCY STANDBY
GENERATOR MOUNTED ON
CONCRETE PAD
FLE TPICPAL EQUIPMENT IPMENT RACK
A t :OVER PER u� E`m
APPROVED DESIGN
"ae
(2) B" 45' MJ BEND
ROTATE AS REQUIRED
1' WATER SERVICE
(SEE DETAIL SHEET a1)
RD- 12
WRITE PICKET WAY
SEE SHEET C26
BOLLARD (T'r',)
(SEE DETAIL SHEET D4) I
ADJUST BOLLARD LOCATION TO
PROVIDE PRs"PER CLEARANCE FOR
GENERATOR ACCESS DOORS,
NEW 5'W x 5"� (I.D.) PRECAST CONCRETE
VALVE VAUU- W1 4' x 3' ALUMINUM ACCESS
HATCH
NEW S° LD. PUMP STATION WET WELL
(PRECAST) A/ 36" x 60' ALUMINUM
ACCESS HA `.H
PORTABLE �,.EST FOUNDATION
SEE DETAIL "`HIS SHEET
1" RPZ `"H HOT BOX EN4CLOSURE
Y (SEE DETA.I. SHEET D2)
MA OLE VENT _' ,:VITY SEWER
i"-WA-TER12° WIDE PAVED
EARTHEN BERM AND SCREENING
\ N,RAH 4 1 DRIVEWAY APRON VEGETATION TO BE PROVIDED
6„ SEE SHEET AROUND THE PUMP STATION SITE
SEE SHEET SHEET
(DESIGNED BY OTHERS)
C2d3
� o ta° zo'
SUMMERHOUSE ON EVERETT BAY WAAA&MOmmirm"'mmo�
WASTEWATER PUMP STATION IT SCALE: 1"r10' (Horiz,)
SCALE: 1"-10'
1 { 4,
1 112" (TYP.)
[PER MFG.]
PLATE 44
COL.
E j
'- -- CE PLATE
;t & COL.
ANCHOR BASE PLATE w/ (4)
GALV'D 5/$"0 ANCHOR BOLTS
EMBED 8' (MEN.) IN TO FTG.
& 4°° HOOK
[A,B.- ASTM A307 OR A361
IST CRANE BASEPLATECONN.
SCALE: 1 IIV=1 =0"
DAVIT CRANE CDL.. &
BASE PLATE
(BY CRANE MFG.)
(7) #7 BARS EO,
SPA. EA. WAY In
(TB) 1 ul
E�
1
(MATCh! T.O, TWELl)
(
[REF". PLAN]
- " J. GRAVITY
4'-s„
I
0CiF&T HOIST BASE y
6.. COMPAC-ED ABC
fo-°' TOWARDS WETWELL
MH4-PS
SUBMERSIBLE WASTEWATER PUMPS
STA. 1 I-57. �5
GROUT
W 270009.2 i
PUMPS OFFS -6.50'
E: 2454086
(ALSO ALTERNATES
V YARD ---RANT
LEAD/LAG SEQUENCES)
(SEE DETAX,. SHEET D1)
PLUG VALVE (TYP OF 2)
1" RPZ `"H HOT BOX EN4CLOSURE
Y (SEE DETA.I. SHEET D2)
MA OLE VENT _' ,:VITY SEWER
i"-WA-TER12° WIDE PAVED
EARTHEN BERM AND SCREENING
\ N,RAH 4 1 DRIVEWAY APRON VEGETATION TO BE PROVIDED
6„ SEE SHEET AROUND THE PUMP STATION SITE
SEE SHEET SHEET
(DESIGNED BY OTHERS)
C2d3
� o ta° zo'
SUMMERHOUSE ON EVERETT BAY WAAA&MOmmirm"'mmo�
WASTEWATER PUMP STATION IT SCALE: 1"r10' (Horiz,)
SCALE: 1"-10'
1 { 4,
1 112" (TYP.)
[PER MFG.]
PLATE 44
COL.
E j
'- -- CE PLATE
;t & COL.
ANCHOR BASE PLATE w/ (4)
GALV'D 5/$"0 ANCHOR BOLTS
EMBED 8' (MEN.) IN TO FTG.
& 4°° HOOK
[A,B.- ASTM A307 OR A361
IST CRANE BASEPLATECONN.
SCALE: 1 IIV=1 =0"
DAVIT CRANE CDL.. &
BASE PLATE
(BY CRANE MFG.)
(7) #7 BARS EO,
SPA. EA. WAY In
(TB) 1 ul
E�
1
(MATCh! T.O, TWELl)
(
[REF". PLAN]
SWITCHES
4'-s„
I
0CiF&T HOIST BASE y
_
fo-°' TOWARDS WETWELL
L FTG.
LIQUID LEVEL
m
FLOAT
SEWR LINE
SWITCHES
4'-s„
I
LAG PUMP ON= -3.50'
QUARE)
a
1 -HOIST
SCALE: 1 /2" -1'-0°'
rd
5
c
c
61
-ck uZ-ed4-
14 �mj�- H- c
12 = - WETWELL
RIM: 11.25±1
10 t- INVERT IN:_ 3.a0
l
k3
_--- - - -- - 6" PVC FORCEMAIN
4
_ _ . __ ..- _ INSTALL FORCEMRIN AT
ELEVATION REQUIRED TO
— AVOID HIGH SPOT
-2--
_ 9.25
-4
- - - -- -
1+00
�r
r
THERM MODEL 5124 PORTABLE HOIST
WITH BASE PLATE.
(SEE DETAIL THIS SHEET)
CL WELL
!� ,,S. CABLE HOLDER
K_ S.S. CHAIN HOOKc---22" MIHd. I
N
INSIDE OF VkTWELL AND VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN, B MIL SURFACE DRY. EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE N`
100 AND NSF' 120,
CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION T4 PREVENT FLOTATION
OF THE PS STRUCTURE PRIOR TO BACKnWNG,
Q THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY, THE LAG PUMP
SHALL BE LOCKED OUT WHEN OPERATING UNDER LL PLAN
EMERGENCY POWER. N T S.
ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD -FRONT AND PAD -LOCKABLE.
MIN, 36'° x 60" LOCKABLE ALUMINUM
ACCESS HATCH WJ 300 PSF MIN,
LOADING RATE
TOP SLAB= 11.25'
S,S. CABLE HOLDER
S.S. JUNCTION BOX MIN, 18'° ABOVE SLAB
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
(SEE DETAIL SHEET E6)
MIN, 6" 0 SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
CONCRETE TOP ' r`
GROUND ELEV-ItOO`
.. aSLORE
VOLTAGEPUMP TYPE� CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP
CAPACITY: 485 GPM 0 37 FEET OF T,D,H,
NUMBER OF PUMPS: 2
FAIRBANKS MORSE MODEL 4" 5433 MV (A)
IMPELLER Dik 10,4375"
MOTOR; 10 HP 480V/3F`H/I5OHzST�RTER: FULL
S�EED� 1155 RPM
40' 0 40' 80'
SCALE. 1"=40' (Horir.)
°PUMP STATIONINFLUENT IL
SCALE: 1"=40' ^ORE . / 1"=4' VERT.
PIPE LENGTH FROM MH4-PS TO WETWELL CALCULATED FROM CENTER OF
MH4-PS TO ECOE OF WETWELL
4`
SCALE: 1" 4' (Vert.)
POWER CABLE _e IB
�-
MIN .60.
PRE -CAST REINFORCED
CONCRETE WET WELL 00' BD4D
M
6" OUTSIDE SWING ARM
CHECK VALVE
6" PLUG VALVE CONCRETE THRUST COLLAR
�- 6°'x6'° TEE W1 BLOCKING
:..
SPOOL PIECE
OO` BEND
W/ BLOCKING
PRECAST CONCRETE
VALVE VAULT 5'W X SBL
(MIN.) INSIDE DIMENSIONS
DEPTH AS REQUIRED
I

'D
MIN. 4'x3' LOCKABLE ALUMINUM
ACCESS HATCH Wd 300, PSF MIN,
UPPER GUIDE Lt1 i1t, + Ra- Fa
BRACKET
WALL SLEEVE MIN, I 40 f vl
SMALL BE FASTENED TO WALL Wt c�
S.S. PIPE CLAMPS. DISCHARGE SHALL. e w
_
S, S. INCLUDE. UNION, CHECK VALVE„ AND EA,_,
GUIDE TOP ELEVATION 11.25` IN -P rH AS REQUIRED TO
BAR NTE HIGHPOIN T "
FINISHED GRADE 11.00' 161E , A
BE: TWEEN PS AND
f
_
SLOPE - _ J CONNECDON TO FM
U'
7 IN RD12
i
OUTSIDE SWING ARM
E
CHECK VALVE (TYR OF 2)
6.5' MIN `��,•; :�
I
°
PLUG VALVE (TYP OF 2)
i
S
m
��'c
PRESSURE GAUGE (T)r' OF 2}
4
a
6 P'A'C
1W
TRANSITION COUPLING 8' 0! TO
I
6"XB" INCREASER
CONCRETE THRUST COLLAR (TYP, OF 7)
FLOOR SHALL SLOPE TO SUMP PIT
FLANGE COUPLING ADAPTER (TYP. OF 2)
SUMP PIT MIN, 15"x15"02" DEPTH
10 GPM SUMP PUMP
MIN. 6" #57 STONE
TAPS AND PRESSURE: G',GES
(
HIGH LEVEL ALARM SHALL BE INSTALLED ON
ON = —3.00' DISCHARGE RIDE OF
6" DIP CHECK v.. _
INCREASER
9j
<y
_jt
— 4"x6" ECCENTRIC
uj
DISCHARGE CONNECTION
WETWELL SHALL HAVE 12"
WIDE (MIN.) EXTENDED BASE
FFE=-9 0`
—
r— MIN, 10' #57 STONE
AE—TWELL SECTION
NTS,
PROJECT ,+0: 04400000
C
,RA WN 6Y TJa
r'ICCIr'3`-r OfAEi,__-_
L y CAT
'CAE SHOWN
SCALE - 4' VERT.
AWN'r `D GS104

slip,
SEWER SERIAGE
(2) 8' X 8' MJ TEES
(2) 8' GATE VALVES
CL"- :N S"x b" MJ TEE WITH
12' 3" C 4, IF VALVES
GRAVITY SEWER/RECLAIMED (2) 45- BEND
30'x 30'x 6,5'4 BORE PIT WATER CROSSING (MAINTAIN-/ if
(6,5� MIN, EDP) is" VERT, SEPARATION)
WATER/RECLAIMED WATER
CROSSING (MAINTAIN 18--/
VERT, SEPARATION) 'a,
LEGEND a" RECLAIMED WATER UNE
((SEE SHEET .48)
w WATER LINE GRAVITY SEWER/FORCE MAIN
FM FORCE MAIN CROSSING (MAINTAIN 12-
GRAVITY SER VERT. SEPARATION)
WE
ROW RECLAIMED WATER a. WATER LINE
ww WELL WATER(SEE SHEET C48)
GIN GROUND WATER DISCHARGE
STORM DRAIN
ri WETLAND
NTS NOT TO SCALE
40' 0 40' 80'
4' 0 4 8'
6mevw%mmmmmmmmmm�
SCALE, 1"=4' (Vert.)
8" WATER UNE
RFVEA�SE
CROSSING (MAINTAIN 18"
11 ' GRAWATY SEWER
CONWECITON NTH
`IPE
STA. 8+63.75
S A '3
T ' B+'
8, RECLAWO WATER USE
(SEE S14LET V)
8- D, OT14
BORE & JACK APPROX. .30 LF OF 16" DIAMETER
REST7AJNED JOINT
ENCASEMENT PIPE (MIN, 0,25- WALL THICKNESS)
0(GRAVITY SEWER
SEE SHE PO)
FITTINSS
NTH 8' Di CARRIER PIPE (CL -50)
MH #2ET -39
!2s
S' 224 MJ BEND
STA� 3+5&41
L 8" DUCTILE IRON WATER LINE
N; 27557&54
E: 2453046.13
w
137 _224 MJ_ BEND
30
A
+ 0
8" 45* MJ BEND RH SE DR - RD01
8' WATER UNE
(F- IHEET 18)
.E SHLET ca)
WATER SERIWCE
slip,
SEWER SERIAGE
(2) 8' X 8' MJ TEES
(2) 8' GATE VALVES
CL"- :N S"x b" MJ TEE WITH
12' 3" C 4, IF VALVES
GRAVITY SEWER/RECLAIMED (2) 45- BEND
30'x 30'x 6,5'4 BORE PIT WATER CROSSING (MAINTAIN-/ if
(6,5� MIN, EDP) is" VERT, SEPARATION)
WATER/RECLAIMED WATER
CROSSING (MAINTAIN 18--/
VERT, SEPARATION) 'a,
LEGEND a" RECLAIMED WATER UNE
((SEE SHEET .48)
w WATER LINE GRAVITY SEWER/FORCE MAIN
FM FORCE MAIN CROSSING (MAINTAIN 12-
GRAVITY SER VERT. SEPARATION)
WE
ROW RECLAIMED WATER a. WATER LINE
ww WELL WATER(SEE SHEET C48)
GIN GROUND WATER DISCHARGE
STORM DRAIN
ri WETLAND
NTS NOT TO SCALE
40' 0 40' 80'
4' 0 4 8'
6mevw%mmmmmmmmmm�
SCALE, 1"=4' (Vert.)
MH#2311
STA:'10,89
N: 275524.59 10" HDPE, SDR 9 DIRECTIONAL
E; 2453070.40 -,,i' DRILL UNDER WETLANDS (SEE
(1) 8" X B" MJ TEE MH #2-37 DETAIL SHEET DI)
'(2) B` GATE VALVES STA; 4+37.98x BORE AND JACK APPROX. 8 LF OF
B" 90' MJ BEND W275501.56 16" DIAMETER ENCASEMENT PIPE
E: 2453084.69 (MIN. 0,25- WALL THICKNESS) NTH
8' PVC CARRIER PIPE
8' GATE VALVE
WATER/GRAVITY SEWER WATER/STORM DRAIN CROSSING
CROSSING (MAINTAIN 18" (MAINTAIN 12- VERT SEPARATION)
VERT, SEPARATION)
GRIAVITYY S 'noo 0
+ F_
7L
10" HOPE, S R 9 4
DIRECTIONAL DRILL
uINDIER WETLANDS (SEE mH 2-36
DETAIL) STA; 5 3058
1 7R
No
FIRE HYDRANT ASSEMBLY
m
CID
CROSSING (MAINTAIN 18"
MH #2-1
MH #2i
VERT,SEPARATION)
STA. 8+63.75
S A '3
T ' B+'
34
W 275065.67
N� 75065 1
2 5 8
E: 2453047�Z38
cy) 1,0 CN
VERT. SEPARATION)
Z
+
32
�V
!2s
RAVITY SEWER/STORM DRAIN
OSSING (MAINTAIN 24----\
30
PROPOSED GRADE EXISTING GRADE
28
26
24
22 —1. UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
— ----- 4-
--AND DETAILS, WATER LINES SHALL CROSS OVER SEWER, FORCE MAIN AND — -------
RECLAIMED WATER WITH A MINIMUM OF 18 -INCHES VERTICAL SEPARATION,
6- WATER
LINE (MAINTAIN
2C---
18" VERT,
SEPARATION)
—2, WATER LINES CONSTRUCTED IN PARALLEL WITH SANITARY SEWER AND/OR
RECLAIMED WATER LINES MUST BE CONSTRUCTED WITH ONE OF THE
18 — FOLLOWING; 1) A MINIMUM OF 10 -FT HORIZONTAL SEPARATION, 2) BE
OF DUCTILE IRON PIPE, OR 3) BE CONSTRUCTED WITH A
MINIMUM DF 18" VERTICAL SEPARATION ABOVE SANITARY SEWER AND
I
'.'ECLA!MLD VvAER
14 _1 FIRE HYDRANTS SHALL BE PLACED ALONG PROPERTY LINES AT THE ROAD
RIGHT-OF-WAYS IN ACCORDANCE WITH THE DETAIL SHOWN OF SHEET Dl.
—SOME FIELD LOCATION MAY BE REQUIRED HOWEVER EACH PROPOSED LOT
12 -MUST BE WITHIN 500 -FT OF A HYDRANT,
6*_N_T�
—4, UTILITIES CROSSING UNDER STORM DRAIN SHALL BE CONSTRUCTED WITH A
8 _7vic_ -
10 --- MINIMUM OF 24 -INCHES VERTICAL SEPARATION, IF 24" CANNOT BE
MAINTAINED, THE UTILITY SHALL BE DUCTILE IRON OR BRIDGED WITH
—CONCRETE IN ACCORDANCE WITH THE DETAILS ON SHEET D-2.
8 5. WETLANDS CROSSINGS SHALL BE CONSTRUCTED BY MEANS OF
DIRECTIONAL DRILL OR BORE AND JACKS THEREFORE HAVING NO DIRECT
6 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 (UNLESS NOTED OTHERWISE) THE
2 --PROPOSED GRADE OF THE ROAD CENTERLINE.
& A COMBINATION AIR/VACUUM RELEASE (SEE DETAIL SHEET D-3) SHALL BE
0 INSTALLED AT ALL LOCALIZED HIGH POINTS ON THE FORCE MAIN,
9, UNLESS NOTED OTHERWISE, ALL BORE PITS SHALL BE SIZED AND LOCATED
-2 BY THE CONTRACTOR.
10, ALL UTILITY CROSSINGS SHALL BE IN ACCORDANCE WITH THE "VERTICAL
-4 —CROSSING SEPERATION TABLE', APPLICABLE SPECIFICATION SECTIONS AND 7770-
4+00
DETAILS
MH#2311
STA:'10,89
N: 275524.59 10" HDPE, SDR 9 DIRECTIONAL
E; 2453070.40 -,,i' DRILL UNDER WETLANDS (SEE
(1) 8" X B" MJ TEE MH #2-37 DETAIL SHEET DI)
'(2) B` GATE VALVES STA; 4+37.98x BORE AND JACK APPROX. 8 LF OF
B" 90' MJ BEND W275501.56 16" DIAMETER ENCASEMENT PIPE
E: 2453084.69 (MIN. 0,25- WALL THICKNESS) NTH
8' PVC CARRIER PIPE
8' GATE VALVE
WATER/GRAVITY SEWER WATER/STORM DRAIN CROSSING
CROSSING (MAINTAIN 18" (MAINTAIN 12- VERT SEPARATION)
VERT, SEPARATION)
GRIAVITYY S 'noo 0
+ F_
7L
10" HOPE, S R 9 4
DIRECTIONAL DRILL
uINDIER WETLANDS (SEE mH 2-36
DETAIL) STA; 5 3058
1 7R
No
FIRE HYDRANT ASSEMBLY
WATER/FORCE MAIN
CROSSING (MAINTAIN 18"
MH #2-1
MH #2i
VERT,SEPARATION)
STA. 8+63.75
S A '3
T ' B+'
FORCE MAIN/STORM DRAIN
W 275065.67
N� 75065 1
2 5 8
E: 2453047�Z38
CROSSING (MAINTAIN 24
VERT. SEPARATION)
WATER/STORM DRAIN
CROSSING (MAINTAIN 12'
�V
VERT, SEPARATION)
RAVITY SEWER/STORM DRAIN
OSSING (MAINTAIN 24----\
E� 2453099�50,- MH #2-35
STA, 6+6132
N; i75261.80
L E: 2453072,39
8" ORAVITY ;EWER
(SEE SHEET C48)
I' SANITARY SEWER IORCE MAIN
(SEE SHEET E48)
�[Mlmm
37-98
IN: 7.76
BORE AND JACK APPROX.,
a _F OF 16" DIAMETER
ENCA,SEMENT PIPE (MIN.
0,2," WALL THICKNESS)
*,TH 8' PVC CARRIER
PIPE
5+00
DIRECTIONAL DRILL
APPROX. 50 LF
CENTERED
ffnmft
6 + DO
8" GRAVITY S
8" PVC FORCE W
7+OD
91
lit,
OWNS
8+00
90- BEND— /
WE
GRAVITY SER/FORCE MAIN
CROSSING (MAINTAIN 12"
VERT, SEPARATION)
GRAVITY SEWER/STORM DRAIN CIRCE,
(MAINTAIN 24- VERT. SEPARATION) PSING
0
GRAVITY SEWER/WATER
-CROSSING (MAINTAIN 18"
VERT. SEPARATION)
i_0" GRAVl:T:Y=S=EWER
GRAVITY SEWER/STORM DRAIN
—CROSSING (MAINTAIN 24"
VERT. SEPARATION)
US
160,
SIA; 9+50.78
N: 274985,07
E: 2453025.16
8" PVC WAT N
1a� VI
C)
44j
GRAVITY SEWER/STORM DRAIN CROSSING
(MAINTAIN 24' VERT, SEPARATION)
MH #2-3
STA: 11+25.11
N: 274843,22
E; 2452925,52
18' STORM DRAIN
(MAINTAIN 24- VERT. SEPARATION)
10" GRAVITY SEWER TO PS#2
FO?R P9
R—FILE
— SEE SHEET C-50
9+DO
10+00

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41'
NEW 11' x 11' E.D. SQUARE PUMP
Q STATION WET WELL (PRECAST) W/
36' x 72' ALUMINUM ACCESS HATCH
10' 0 10' 20'
SCALE: 1"=10' (Horiz,)
SUMMERHOUSE ON EVERETT BAY
S- WAT M
'MAIN FAJ E
SEPARATIOI
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32
30
28
25
24
22
20
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14 —4- -
12
10
4
2
4
0 -2
-4
Ap-
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46
DA TUM ELE Y
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SCALE : (Horiz.)
S.S. CABLE HOLDER
36" X 72' HATCH -
RaILI
(D �NStDE OF WETWELL AND VALVE VAULT
NCLUDING ALL PIPING SHALL BE FACTORY
EPDXY COATED MIN. 8 MIL SURFACE DRY,
EPDXY SEALER PRIME COATING ANDEINISH
COATING SHALL BE NSP 100 AND NSP 120.
(Z CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT
FLOTATION OF THE PS STRUCIIJRE PRIOR TO
BACKFILUNG
(3) THE EMERGENCY STANDBY GENERATOR IS
SIZED TO OPERATE ONE PUMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWEfZL
S.&JUNCTION BOX Mft 18" ABOVE SLAB
10 GPM SUMP PUMP
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
8" WATER L_N�E�
1' RPZ WITH HOT BOX Do�,,"_OSURE
UPPER GUIDE
I' 11.25° MJ BEND
(SEE DETAIL SHEET D2)
WALL SLEEVE 4'x3' LOCKABLE ALUMINUM ACCESS HATUH
ROTATE AS REQUIRED 1' 90' MI BEND
I" WATER SERVICE
S S JUNCTION BOX FOR
I ROTATE AS REQUIRED
i -
(SEE DETAIL SHEET D N
A)
BE FASTENED TO WALL W/
DISCHARGE CONNECTION
CONTROL PANE— W/
WET LL SHALL HAVE
INCLUDE UNION, CHECK VALVE, AND BA(�
R
AIN HOOD
TOP EL.=27.25
SADDLE TAP
FINISHED GRADE
_--MIN. 10- f57 STONE
SLOPE
I 'ARD HYDRANT
4—
(SEE DETAIL SHEET DI)
Lv
—OUTSIDE
CHECK V®(."F (TIT'
6" OUTSIDE SWING ARM
PLUG VALVE (TYP, `:o r,l
PRESSURE GAUGE (TYP. OF 2)
CHECK VALVE (TYP, OF 21
>-J-H
Z
1 5' DOUBLE WIDE GATE
1�.EW 6'W x 8'L (I.D.) PRECAST CONCRETE VALVE
5" PLUG V,'LV'_
`MILT W1 4' x 3' ALUMINUM ACCESS HATCH
1� 1 0 0
4 CONCRETE
DAVIT CRANE BASE PLATE
BOLLARD (TYP)
MOUNTED ON WET WELL
:D
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\ADJUST BOLLARD LOCATION
;o TO PROVIDE PROPER
CLEARANCE FOR GENERATOR
ACCESS DOORS,
12 WOE PAVED
DRIVEWAY APRON
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8'-6" SECURITY FENCING
6' X .9" INCREASER
(PSE/HUNTER GREEN)
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\014
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STANDBY
;iiuj
'AINERATOR MOUNTED
CONCRETE THRUST COLLAR
,,)NCRETE PAD,
41'
NEW 11' x 11' E.D. SQUARE PUMP
Q STATION WET WELL (PRECAST) W/
36' x 72' ALUMINUM ACCESS HATCH
10' 0 10' 20'
SCALE: 1"=10' (Horiz,)
SUMMERHOUSE ON EVERETT BAY
S- WAT M
'MAIN FAJ E
SEPARATIOI
,34
32
30
28
25
24
22
20
T
14 —4- -
12
10
4
2
4
0 -2
-4
Ap-
n-
46
DA TUM ELE Y
-8,00
SCALE : (Horiz.)
S.S. CABLE HOLDER
36" X 72' HATCH -
RaILI
(D �NStDE OF WETWELL AND VALVE VAULT
NCLUDING ALL PIPING SHALL BE FACTORY
EPDXY COATED MIN. 8 MIL SURFACE DRY,
EPDXY SEALER PRIME COATING ANDEINISH
COATING SHALL BE NSP 100 AND NSP 120.
(Z CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWATERED
DURING CONSTRUCTION TO PREVENT
FLOTATION OF THE PS STRUCIIJRE PRIOR TO
BACKFILUNG
(3) THE EMERGENCY STANDBY GENERATOR IS
SIZED TO OPERATE ONE PUMP ONLY, THE
LAG PUMP SHALL BE LOCKED OUT WHEN
OPERATING UNDER EMERGENCY POWEfZL
S.S. CABLE HOLDER
MIN. 35" x 72' LOCKABLE ALUMINUM
ACCESS HATCH W1 300 PSF MIN.
LOADING RATE
6'0 SCHEDULE 80TOP E -L—,=27,25
PVC SCREENED VENT PIPE
24' STORM DRAIN
PRE -CAST REINFORCED
CONCRETE TOP
GROUND EUEV-26,75'-­,
POVkR CABLE
PRE -CAST REINFORCED
CONCRETE WET WELL
LIOUID LEVEL
SENSORS
10" D.1, GRAVITY
SANITARY SEWER LINE
INVERT IN=4.75'
LAG PUMP ON=4,25'
LEAD PUMP ON -3.75'
SUBMERISEILE WASTEWATER
PUMPS OFF=1,25'-
(ALSO ALTERNATES
LEADAAG SEQUENCES)
GROUT -
PUMP TYPE� CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP CAPACITY:
700 GPM 0 88 FEET OF TD.H.
NUMBER OF PUMPS: 2
FAIRBANKS
OR MODEL 4" 54 33 MV
IMPELLER DW 10,4375"
MOTOR: 40 HP, 450V/3PH/6OHz
STARTER: REDUCED VOLTAGE SOLID STATfi�
1100
40' 0 4D' so,
ww%%%%mmmmmmm��
SCALE 1 1'=40' CHoriz.)
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 PROFILE
SCALE: 1"=4Q' HORZ. /T`�-� VERT,
WETWELL PLAN
N.T,S
S.&JUNCTION BOX Mft 18" ABOVE SLAB
10 GPM SUMP PUMP
W1 "SEAL OFFS" FOR PUMP LEAD CONDUITS
— . ." _�t
'MIN, 6- #57 STONE
(SEE ELECTRICAL DETAILS)
UPPER GUIDE
MEN 3' BELOW GRADE
BRACKET
WALL SLEEVE 4'x3' LOCKABLE ALUMINUM ACCESS HATUH
BOOT
W/ RUBBER BOOT W/ 300 PSF MIN. LOADING RATE
S S JUNCTION BOX FOR
(TYP) 1 1/2- SCH 40 GS SUMP DISCHARGE
GUIDE
BAR
BE FASTENED TO WALL W/
DISCHARGE CONNECTION
FP6MP POWER CABLES &
WET LL SHALL HAVE
INCLUDE UNION, CHECK VALVE, AND BA(�
EXTENDED BASE (MIN. 12')
TOP EL.=27.25
LIQUID LEVEL CABLES
FINISHED GRADE
_--MIN. 10- f57 STONE
SLOPE
10" D.E. GRAVITY SEWER
(SEE ELECTRICAL SHEETS)
SWING ARM
Lv
—OUTSIDE
CHECK V®(."F (TIT'
6" OUTSIDE SWING ARM
PLUG VALVE (TYP, `:o r,l
PRESSURE GAUGE (TYP. OF 2)
CHECK VALVE (TYP, OF 21
>-J-H
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5" PLUG V,'LV'_
2
(TYP, OF 2)
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RELIEF VALVE (SEE DETAIL SHEET
PIPE TO SUMP
Cl
IF_
—90' BEND
30"
N=6"
FLANGED COUPLING
ADAPTER WITH TIE RODS

DATE. JULY 2008
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DATE. JULY 2008
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SCALE: AS SHOWN
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