WQ0041918_Site Plans/Maps_20220125

VICINITY MAP
nr>5)
FIRM ZONE
VE (EL.I!)
FIRM ZONE LINE
NOT .SURVEYED
FIRM ZONE 'X'
PUF
HARRISON INN COROLLA LLG
DB 1251, P6 54.0
LOT 3R l
PC 'We 9_146 I p
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_ l/7fDPE� in
N
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1
\
160' LAMA BLDG SETBACK
(60,0-YX, - 60.aXi 5F)
2 STORY CABANA
4WER CONSTR.;
CABANA
LOWER #331-A
UPPER #331-8
\ L
/ \
\\
24 HOPE 1
-�-F
5 19° 36' 35" E _723.62' mg
04/12/19
ATLANTIC OCEAN
•MHW VALUE OF I.18' NAVD 68 DERIVED FROM NOAA5 NO5 TIDAL
5TATION DUCic FRF PIER, NORTH CAROLINA STATION 1.0. 665/370.
WATERFRONT LOT OWNERSHIP TO SHORELINE. WATER BODY
BOUNDARIES ARE DYNAMIC AND HILL CHANGE OVER TIME.
`5 18_29' 1/" E -- 656.87'
--24.7'-
mI
40.3'
-zE0- ---24.71-
ASPHALT
OS#1
1
44,379.89 Sq.Ft.
1.02 Acres
#331
ITx
L DRY HYDRANT
\ ASSEMBLY
251,685.97 Sq.Ft.
5.78 Acres
BASIN
FIRM ZONE 'X'
2'GLRB
1 GUTTER
\ 2ji
/ I ti
,NV=l3' J5
2
-41,605.89 Sq.Ft.
0.96 Acres
#329
1N✓=54'
DI#10
RJM=6.41'
18%NV=25'
24'1NV=L4'
4
//8
/ //#
/ //
//
\ //
/ >
1N✓=3/' �-
i
t
vfrot
•
•
i
OS#2
i
- 53,547.06 Sq.Ft.
i 1.23 Acres
i -
FIRM ZOAE
SHADED X (0.2%)
▪ ,..
\ i▪ w • /
-��' _-
W W tfl- -
WEIR (0.I'AG)
N 926)65.696 sFT
v _ E 2,947,120_653 sFT
60' R/yy
0
012\P12073\Or
FIRM ZONE
AE (EL.42
C8
I
I 7
G7 �
EIR�����~�
(0.113G
i
FIRM ICE LINE
NOT SLR\t)'W
j--____
5MH#2
R/M=B.63'
INV. 1N=0.49'
INV.OUT=0302
® r 11U� V h� .0 SL�
© SOLO'
3
-39,225.73 Sq.Ft
0.90 Acres
#327
SMH#3
RIM=8.61'
1W.. IN=1.07'
1NV.DUT=1.02'
1NV=53'
`°�11// 8"45°
/NV=55'
u-
zl
Salp
i
YIATERMAIN
CONNECTION
/
8" ,SDR 35
39' 0 0.48% SLOPE
ry(P51
RIM=1152'
INV. 1N=O.11'
BOT.=-4.26'
23
25,257.96 Sq.Ft.
u_
GEMAIN
CONNECTION
4b
'40
0.58 Acres
#326 ---
5/8 EIR �. O
fFL(IS4�.
7
4 36,056.75 Sq.Ft.
-36,732.88 Sq.Ft. 0.83 Acres
0.84 Acres #323
#325
8" 517R 35 SANITARY SEYIER LINE
138 0 0.42% SLOPE
7-
94044
RIM=8.7T
INV.1N=1.45'
INV.OLIT=1.64'
22
24,929.45 Sq.Ft.
0.57 Acres
#324
50' WIDE ACCESS
7-Fir UTILITY EASEMENT
03
21
23,669.26 Sq.Ft.
0.54 Acres
#322
5' WIDE
NON -ACCESS
EASEMENT
6 7
35,876.23 Sq.Ft. _ 35,695.71 Sq.Ft.
0.82 Acres 0.82 Acres
#321 #319
SEWER
SERVICE
(TYP)
PROPOSED IVW
LOT LINES (TYP.)
SEE FINAL PLAT
{PATER
di -SERVICE
(TYPJ
20
23,236.26 Sq.Ft.
0.53 Acres
#320
CONC. PALK
• mare
I
CL DITCH
121
5'
NON- ACCESS
EASEMENT
19
25,511.19 Sq.Ft.
0.59 Acres
#318
CURVE TAP' F
CURVE*
LENGTH
RA121115
ChD LENGTH
CND BEARING
8
35,515.19 Sq.Ft.
0.82 Acres
#317
SMH#`
RIM=9.87'
INV. IN=331'-
1NVi2jT=3.08'
187202
CURB
CL
FLSNV
1196/21
9
35,334.68 Sq.Ft.
0.81 Acres -
#315
F
60' SMALL STRUCTURE
SETBACK LINE
35,154.16 Sq.Ft. 34,973.64 Sq.Ft.
0.81 Acres 0.80 Acres
#313 #311
AWARD AEC Lilt
18
25,196.25 Sq.Ft.
0.58 Acres
#314
PROPOSED 101x701
SIGHT TRIANGLE
17
22,428.38 Sq. FL
0.51 Acres
#312
NOTE: WATER SERVICES AND
SANITARY SEWER LATERALS
SHALL MAINTAIN A MINIMUM
SEPARATION OF 10 FEET. IF A
MINIMUM SEPARATION OF 10
FEET CANNOT BE MAINTAINED.
PROPOSED SANITARY SEWER
LATERALS SHALL BE INSTALLED
AS 4" DUCTILE IRON WITH A
TRANSITION COUPLING AT THE
MAIN.
12
10
4
2
0
-2
-6
-19
-10
CONTFtACTOR SHALL FIELD VERIFY LOCATION,
DEPTH, SIZE, AND MATERIAL OF EXISTING
13" WASTEWATER FORCEMAIN PRIOR TO CONNECTION.
COORDINATE CONNECTION W/ PINE ISLAND-CURRITUCK
CLUB WASTEWATER OPERATOR. REMOVE AND REPLACE
CONCRETE SIDEWALK AS NECESSARY TO CONNECT TO
EXISTING FORCEFAAIN.
TAPPING SADDLE
(DI VATH SINGLE
STRAP) AND
VALVE.
FINISHED GRADE
SANITARY SEWER PROFILE
HORIZONTAL: 11.=.20'
VERTICAL: 1-=41
(EXAGGERATED 5 TIMES)
PROFILE VIEW SHOWN PER
DESIGN FOR REFERENCE
AND DOES NOT REFLECT
ACTUAL INSTALL LOCATION
6
4
2
-2
-4
-6
-10
License#: C-0208
SINCE 1959
,124
•
4
0
=La It
ul
*
LLI
E
us
ci
ORI
gwit
CERTIFICATION
16
21.871.00 Sq.Ft.
0.50 Acres
#310
VARIABLE W1DTH ACCESS
at UTILITY EASEMENT
(0-2136) 03E36 - --- - - --- ------- ----W T1 05472 ellf0 NE:As 7
NO 12
----------- - - -----w- 07 57 14_ __TL_Ww-.073--. -- - ---A5-pial tacisici2:4,73. r_.-----N 2, 6° 35 j 56; Un- '-'il--‘.1'
12
34,380.11 Sq.Ft.
0.79 Acres
#309
15
19,845.49 Sq.Ft.
0.46 Acres
#308
13
31,708.46 Sq.Ft.
0.73 Acres
#307
ROW
82.260.42 Sq.Ft.
1.89 Acres
et UTILITY EASEMENT
14
19,593.46 Sq.Ft.
0.45 Acres
#306
DO 1524, PG 416
LOT 299
PC re, a 263
WF
LOT 300
MATERMAIN
CONAECTTON
Mc
4 DB .395, P6 487
Nif
tor 216
RECORD DRAWING
RECORD DRAWING BASED ON PERIODIC
CONSTRUCTION OBSERVATION
DATE: 01/24/22
DRAWN BY: CMS
CHECKED BY: CMS
THE INFORMATION CONTAINED ON THESE DRAWINGS IS
RECORD DRAWING INFORMATION OBTAINED FROM
CONSTRUCTION OBSERVATION, CONTRACTOR MARK-UPS,
AND SURVEY INFORMATION. NOT ALL INFORMATION WAS
OBTAINED FROM SURVEY DATA, AND IS NOT AS -BUILT
INFORMAIION. LOCATIONS ARE APPROXIMATE.
--------------
„###?,:c;,,GINEtpii,,:m,isiiip,_:,:::431:14.1,17
I. CURRENT OMER: PINE ISLAND PROPERTIES 1.1.0
4. PROPERTY ZONED: SIASLE FAMILY OUTER BANK5 (5F0)141/7s1ID OVERLAY
APO LIMITED BUSINESS 4..5) ALLOCATION
5. LOT AREA 4015,671.47 SF / 2515 AC (AREAS Err COORDINATE METHOD)
DERJVED FROM NC seN5.5
A PROPERTY 15 LOCATED IIV AFIP FLOOD ZONE5 A5 51101971 AND SUBJECT TO
CHANGES BASED ON COMMUNITY CID NO. 310016; PAAEL 1142; SUFFIX K.
RESTRICTIONS, EASEMENTS, COVENANTS, ETC, THAT MAY BE REVEALED Erre
A FULL AND ACCURATE TITLE .5EARCI-I
• - CALCULATED POINT
- PATER SERVICE
- HATER VALVE
tr- FIRE HYDRANT
- TOTAL DISTANCE
GRAPHIC SCALE
50'
100'
041
WI-
• 0 IX
as
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:::: 162!
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1/2
ra
04 NI
NORTH CAROLINA
CURRITUCK COUNTY
POPLAR BRANCH TOWNSHIP
PROJECT NO.
P12073
DESIGNED BY
CMS
DRAWN BY
CHECKED BY
DLT/JMH
ISSUE DATE
01/24/22 )
SHEET NO.
OF 2 SHEETS

0:\2012\P12073\Drawings\P12073—Record.dwg 1/24/2022 2:41 PM Csaunders
ALUMINUM ACCESS COVER, TROUGH
FRAME, PEDESTRIAN, WATER -TIGHT,
SINGLE COVER ACCESS DOOR,
(CONTRACTOR TO ANCHOR TO
CONCRETE RISER IN ACCORDANCE WITH
THE HATCH MANUFACTURER
RECOMMENDATIONS)
4" SCH 40 PVC
FORCEMAIN
PUMP LAYOUT SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. FINAL INSTALLATION
MAY VARY AS PER PUMP MANUFACTURER'S
INSTRUCTIONS.
QUICK COUPLING ASS'Y
4" QUICK COUPLING & CAP
4" GATE VALVE
4"x4"x4" D.I.P. TEE
4" D.I.P.
ELBOWS
(2 REQUIRED)
ELEVATION DATA (ALL ELEV'S M.S.L.)
"A"
- CONTROL PANEL & VENT
13.00'
"B"
- TOP OF WET WELL ELEVATION
I:00�
"C"
- FINISHED GRADE ELEVATION
"D"
- INVERT ELEVATION OF INFLUENT LINE
---0:42,
"E"
- LAG PUMP ON ELEVATION
(-)0.49'
"F"
- HIGH WATER ALARM ELEVATION
(-)0.66'
"G"
- LEAD PUMP ON ELEVATION
(-)1.16'
"H"
- PUMPS OFF ELEVATION
(-)1.66'
"I" -
WET WELL FLOOR ELEVATION
"J" -
BOTTOM ELEVATION
(-)5.16'
"K"
- BOTTOM OF STONE ELEVATION
(-)5.82'
QUICK COUPLING ASSEMBLY
- 4" QUICK COUPLING & CAP
- 4" GATE VALVE
- 4"x4"x4" D.I.P. TEE
"B" ELEVATION
4" DIP
11.52'
10.90'
0.11'
(-)4.26'
4" GATE VALVE
4" GATE VALVE
4" CHECK VALVE
(2 REQUIRED)
(EA. W/ OUTSIDE
WEIGHT & LEVER)
RETRACTABLE
HANDLE
"C" ELEVATION
*03
a
a
0
FLEXIBLE RUBBER
SEALING CONNECTORS (TYP)
- 3 REQUIRED
- CAST -IN HOLES
- CONFORM TO ASTM C923
HOLD OPEN DEVICE
PADLOCK
TAB (LOCK
TO BE
SUPPLIED
A. BY OWNER)
," 8" TOP
%SLAB
BO-I_
4" DIP
4" SCH 40 PVC
FORCEMAIN
GROUT
QOTTOM"SLOPE
TOWARDS
DRAIN pot
4
D.I.P.
-.. TEE
4" D I.P.
TEE &
(2) 90'
ELBOWS
7
/
ALUMINUM ACCESS COVER, TROUGH
FRAME, PEDESTRIAN, WATER -TIGHT,
DOUBLE COVER ACCESS DOOR,
(CONTRACTOR TO ANCHOR TO CONCRETE
RISER IN ACCORDANCE WITH THE HATCH
MANUFACTURER RECOMMENDATIONS)
4"FLAP
VALVE
PLAN VIEW
N.T.S.
WET -WELL MANUFACTURERS.
CAROLINA PRECAST CONCRETE, INC
STAY -RIGHT PRECAST CONCRETE, INC
MACK INDUSTRIES
OR EQUAL AS APPROVED BY ENGINEER
PULL CHAIN FOR
FLAP VALVE
(STAINLESS STEEL)
4" GATE
VALVE (2
REQUIRED)
0/-
fit
"C" ELEVATION
PADLOCK
TAB (LOCK
TO BE
SUPPLIED
BY OWNER)
D.I.P. FM
4" D.I.P.
PIPE SLOPE
MINIMUM OF 8" OF COMPACTED ABC r'
w
i
\///:///\// '.(, FL,EX161 E RUBBE
(, \\/\\/ COMPACTED\/ S O
\///\/\
NOTE: PUMP STATION DESIGN /
SPECIFICATIONS TO CONFORM TO
LATEST ASTM C478 SPECIFICATIONS \/
FOR "PRECAST REINFORCED
CONCRETE MANHOLE SECTIONS." /
CONCRETE COMPRESSIVE STRENGTH \
4000 PSI MIN. MANHOLE STEPS
/
/\ SUBGRADE\�\%r\\�22\\
SHALL BE STEEL REINFORCED
COPOLYMER POLYPROPYLENE PLASTIC \\
STEPS WHICH CONFORM TO LATEST
IAL
AND DESIGN,ASTM C478SPEC. ALL DUCTILEINHIRON MATEPIPE //\\
PIPING WITHIN PUMP STATION AND /�/
VALVE BOX SHALL BE SCH 40 WITH /
FLANGE TYPE FITTINGS.
RECORD DRAWING
RECORD DRAWING BASED ON PERIODIC
CONSTRUCTION OBSERVATION
DATE: 01 /24/22
DRAWN BY: CMS
CHECKED BY: CMS
THE INFORMATION CONTAINED ON THESE DRAWINGS IS
RECORD DRAWING INFORMATION OBTAINED FROM
CONSTRUCTION OBSERVATION, CONTRACTOR MARK-UPS,
AND SURVEY INFORMATION. NOT ALL INFORMATION WAS
OBTAINED FROM SURVEY DATA, AND 15 NOT AS -BUILT
INFORMATION. LOCATIONS ARE APPROXIMATE.
PaeJl
k
4
4
♦ 4
4"FLAP
VALVE
HOLD OPEN DEVICE
11LE IRON PI
0
w
0
x
I,
fsi
rn
z
RETRACTABLE
`HANDLE
4'-0"
12' DIAMETER
PRECAST
CONCRETE
WETWELL WITH
EXTENDED BASE
ALL PUMP RAIL LIFTING
SYSTEM COMPONENTS TO BE
STAINLESS STEEL. ALL
FASTENERS USED WITHIN THE
PUMP STATION WETWELL AND
VALVE VAULT SHALL BE
STAINLESS STEEL.
STAINLESS STEEL
FLOAT BRACKET
W/ RUBBER SNUBBERS
(2 PUMP & 4 FLOAT
WIRES CONNECTED)
CAST IRON, WATER -TIGHT MANHOLE,
MANHOLE FRAME AND COVER
(WATERTIGHT) W/ SANITARY SEWER
IMPRINTED ON THE LID BY
EAST JORDAN IRON WORKS
NEENAH FOUNDRY
U.S. FOUNDRY & MANUFACTURING CORP
OR EQUAL AS APPROVED BY ENGINEER
(TYPICAL)
"A" ELEVATION
STAINLESS STEEL 6 WIRES TO
PULL CHAINS CONTROL PANEL
(EACH PUMP) (24PUMP F OATEADS LEADS)
/ (2) 4" 90' ELBOWS STEPS
(,, 2" D.G.)
(TYPICAL)
(4) WIRES TO
STAINLESS STEEL
-• FLOAT BRACKET
6,462 GALLONS
STORAGE
VOLUME ABOVE
ALARM FLOAT
2" LAG DEPTH
■
*- •
6" ALARM DEPTH
6" DOSING DEPTH
PUMPS OFF
30" PUMP
COVERAGE
(2) PUMPS
MERCURY
SWITCH
(TYP.)
•
.
2'-0"
4
i
SANITARY SEWER PUMP STATION "PH5B"
INLET ANGLES
Jtt U I ILI I T PLAIN
CONTROL PANEL W/
ALARM LIGHT &
BELL SEE DETAIL
THIS SHEET
NO ELECTRICAL SPLICES MAY BE
MADE WITHIN THE PUMP STATION
WETWELL OR ELECTRIC CONDUIT
1111
wino
"A" ELEVATION
4" PVC VENT DUCT WITH
NON -CORROSIVE VERMIN
SCREEN. VENT TO BE
PLACED ON POST WITH
CONTROL PANEL
"B" ELEVATION
" ELEVATION
sevai.r,
Immo/ pi.,4-7-1,,\GAS11GHT
. manor 44
\/\
.—
•
•
a
0
•
GROUT
BOTTOM
SLOPE
TOWARDS
CENTER
4
•
12" BOTTOM SLAB
MINIMUM OF $" OF COMbACTEO:r
\/ //\\// `//\/\\//< <1,1
/\\//\//414 4
j,$L ,{ .i.. .{g4 tv 1.1
< <
/\/\\ \/\/
Ny\/\/\ /
\ /'THISSEE DSHEETRAM FORN
\LOCATIONS OF S.S.
INLET.
\\\/ /SOUR EFROITATED
\//�\., FOR CLARITY
// e/ELEVATION INLET)
/\//„\// ELEVATION LAG PUMP ON)
9F". ELEVATION (HIGH WATER ALARM)
'\\�\ ELF�VATION(LEAD PUMP ON)
/\j EL\i
"14"TION (PUMP OFF)
oe� /
j/\/\ /„...
j�\5\\
♦ 3 r \\ j\\/"J" ELEVATION
"K" ELEVATION
"I" ELEVATION
/COMPACTED
\SUBGRADE
/\//\//\//\//\// .�/\//\
SANITARY SEWER PUMP STATION
"PH5B"
SECTION
N.T.S.
SUBMERSIBLE
TYPE N MASONRY
MORTAR
0
tn
w
MANHOLE INSERT ISOMETRIC
INSERT TO BE BY PARSONS ENVIRONMENTAL PRODUCTS,
INC. OR APPROVED EQUAL
VACUUM RELIEF
VALVE
(OPTIONAL)
SECTION E-E
WATERTIGHT MANHOLE INSERT
N.T.S.
MANHOLE FRAME AND COVER
EAST JORDAN IRON WORKS MODEL V-1384
/ WITH "SANITARY SEWER" IMPRINTED ON LID
I�
EXTENDED BASE SLAB
(TYP ALL MANHOLES)
24"
I-�
RING GASKET
- 2" MIN. THICK R/F
CONCRETE GRADE RINGS
STEPS
(10")
STEPS
(10")
48" MANHOLE I.D.
..............
i.A"i��t�•i"SSLY
6" GRAVEL BED
SECTION A
EAST JORDAN IRON WORKS, INC.
MANHOLE FRAME AND COVER - V-1384
W/ SANITARY SEWER
IMPRINTED ON THE LID
25 1/16"
11 16" 23 11/16"
11
1/2=
a'I
—12
3/4
3 2/4"
4 5/32"
MINIMUM AVERAGE WEIGHTS
RING
180
LBS
COVER
135
LBS
TOTAL
315
LBS
7 1 /2"
4 5/32"
TYPICAL MANHOLE RING & COVER DETAILS
2'-0"
ALT. FLAT TOP
STANDARD ECCENTRIC CONE
A
FLEXIBLE BUTYL RESIN SEALANT
SEE PIPE OPENING AND
CONNECTION DETAILS
(ALL PIPE OPENINGS TO BE
BOOTED PIPE OPENINGS
UNLESS OTHERWISE NOTED)
N.T.S.
L Steps
N.T.S.
6" MIN. FOR 46" M.H.
SECTION B
MANHOLE BENCH AND CHANNEL
C
-0" STUBS
\— ,MAX
II
BASE
STANDARD PRECAST CONCRETE MANHOLE
INFORMATION SHEET:
1. SYSTEM OWNER
2. SYSTEM OPERATOR
3. ALARM PROCEDURES
4. 24-HR EMERGENCY CONTACT WITH PHONE NUMBER
SHEET TO BE PRINTED ON DURABLE WEATHERPROOF MATERIAL
ELECTRIC METER BASE
(IF NECESSARY)
NOTE: PROVIDE
OVERCURRENT DISCONNECT
SWITCH OR ELECTRICAL
PANEL AS NECESSARY TO
MEET CODE REQUIREMENTS.
%" TREATED EXTERIOR GRADE PLYWOOD
(SIZE AS REQUIRED)
MINIMUM GRADE = 13.0" NAVD 1988
NON —CLOG PUMPS:
SANITARY SEWER PUMP STATION "PH5B"
FLOW = 28,560 GPD
PUMPS REQUIRED)
- MODEL "H
- 6.0" IMPEL DIAMETER
15.0 HP
- SPEED 3450 RPM
- 460 VOLT, THREE PHAS .TOR
(CONTRACTOR TO VERIFY EXIST) OWER
VOLTAGE AND PHASE PRIOR TO ORD G
PUMPS AND CONTROLS)
- MINIMUM CAPACITY: 300 GPM ® 70 FT. TDH
CONTRACTOR SHALL ENSURE
PERMANENT POWER IS DISABLED
WHEN GENERATOR IS ENABLED
-51
N.T.S.
■
0
FLASHING RED ALARM LIGHT
AND ALARM BELL
PUMP RUN LIGHT
PUMP ID PLATE
NEMA 4X FIBERGLASS ENCLOSURE
DUPLEX CENTRAL CONTROL
PANEL W/ LOCK AND HASP AND
WITH INNER SWING OUT
HOA SWITCH
HOUR METER
CYCLE COUNTER
AUXILARY
ar
d�f �Yn�YeU10Yn�hY�icfdllYldfiilYAi(n,>
HOMA PUMP (2 PROVIDED):
- AVX444-230/20P/C
- VORTEX IMPELLER
- 20.0 HP
- SPEED 1750 RPM
- 460 VOLT, THREE PHASE MOTOR
(CONTRACTOR TO VERIFY EXISTING POWER
VOLTAGE AND PHASE PRIOR TO ORDERING
PUMPS AND CONTROLS)
- MINIMUM CAPACITY: 300 GPM ® 70 FT. TDH
CONCRETE BASE
(TYP.)
PORTABLE 3
PHASE, 480V
GENERATOR
CONNECTION
REQUIRED
TO
TRANSFORMER
a.
. 4
"
of
1.5'
POWER FROM
TRANSFORMER
120V
RECEPTACLE
A
EXTENDED
BASE SLAB
(TYP ALL MANHOLES)
611X611 PRESSURE TREATED
WOOD POST W/ GALVANIZED
10d NAILS (TYP.)
OUTDOOR LIGHT FIXTURE WTH
EXTERIOR GRADE SWITCH
RACO VERBATIM TELEMETRY WITH BATTERY
BACKUP ALARM NOTIFICATION CONDITIONS:
A) POWER OUTAGE
B) SEAL FAILURE
C) HIGH WATER CONDITION
D) NEMA 4X ENCLOSURE
AUTODIALER FLOAT AND ALARM CIRCUITRY
TO BE INSTALLED INDEPENDENT OF THE
CONTROL PANEL CIRCUITRY.
ALL ELECTRICAL CONDUIT TO
BE INSTALLED GAS TIGHT
"A" ELEVATION
8 TO 10 LB ACTIVATED CARBON
VENT ODOR FILTER ATTACHED TO
END OF GOOSENECK VENT PIPE
4" PVC VENT DUCT WTH
NON -CORROSIVE VERMIN
SCREEN. VENT TO BE PLACED
ON POST WITH CONTROL PANEL
athigiVAVIWAIWAVIWAIWitialirtaAitiVAW
SUPPLY CONDUIT
CONTROL PANEL
8c VENT MOUNTING
N.T.S.
VENT PIPE TO WET WELL
' (ROTATED FOR CLARITY)
PHONE LINE
POWER AND FLOAT LEADS
TO PUMP STATION - GAS TIGHT &
WATERTIGHT CONDUIT TO WET WELL
NC Ucense#: C-0208
SINCE 1959
31 nisi '6
Z it
ma a
ma
ttj
CERTIFICATION
CIcl .A us
:fforlu9 Qt.!!! cnaci>180; :22iizziojinDzw.:00:
0
0
0
0
0
Emi
44
cn
1,4
,4•
0
NORTH CAROLINA
CURRITUCK COUNTY
POPLAR BRANCH TOWNSHIP
PROJECT NO.
P12073
DESIGNED BY
us
DRAWN BY
CHECKED BY
ISSUE DATE
01/24/22
SHEET NO.
OF 2 SHEETS