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WHRIGHTSVILLE BEACH YACHT CLUB
VICINITY MAP
NTS
WRIGHTSVILLE BEACH, NORTH CAROLINA
INDEX OF DRAWINGS
SHEET NO.
SHEET TITLE
G-001
COVER SHEET
G-002
GENERAL NOTES
G-101
EXISTING SITE PLAN
G-102
BORING LOGS
S-101
SITE PLAN
S-501
STRUCTURAL DETAILS
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LOCATION MAP
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G-001
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INDEX. 1 OF 6 Qi
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

VERTICAL DATUM DIAGRAM NOTES: Ok E 1WOOD
1. The depicted survey was obtained from an actual field survey made March 30- April 5, 2022.
1.39 (NAVD 88) = EQUALS PROJECT 3.99 2. All distances and coordinates are NC State Plane (FIPS 3200) values. GPS-1 (TNS)
3, Reference Deed Book 2558 Page 512. Survey basis of bearing per NC VIRS network using Trimble R10-2 GNSS N= 172,317.178
(MEAN HIGH WATER)
dual frequency receivers. E= 2,359,138.9'73
4- This survey was executed without the benefit of a full title report and is subject to any easements, Right -of -Ways EL.= 5.91
'-.:,2
or encumbrances a full title report may reveal. (GRID/GROUND COORDINATES) E
5. All depicted parcels per GIS download. LOCALIZATION POINTFf
NAVD 88 DATUM (0.00) EQUALS PROJECT 2.60 6. Sonar single beam observations were acquired by a Sea Floor Systems sonarmite and Trimble Model R10-2 dual
PIL
frequency GPS receiver.
7. Boundary analysis and adjustment per field evidence and unrecorded ESP drawing (see AREA OVERVIEW inset.
0 ESP ASSMATES., INC
8. Vertical datum is based on Mean Low Water (MLW.) Mean Low for this project is based on N.O.A.A, Station ID# 4, — 1'_C:nhAA-rIeC . MOBILE LJVr'tDe%f`_DADL-W' . CHMQH0C:Arr-
NEW
JELIZABETH ViLLE
7A
Wrightsville
UM
[phone] www.espassociates.com License # F-1407 POP. 1,062 MONEY RiGHTSVILLE BEACH S. MUN
INC.
NEW HANOVER COUNTY OR I �.LUWNA N. FLAGSTAFF, LUMINA
NORTH CAROLINA N
HOLZAND BEACH
1, RICHARD PINKHAM, CERTIFY THAT THIS EXISTING CONDITION SURVEY WAS FIELD
LOCATED AND DRAWN UNDER MY DIRECT SUPERVISION THE SUBJECT PARCELS ARE
REFERENCED IN THE NEW HANOVER COUNTY REGISTER OF DEEDS IN DEED BOOK 2558, -MASONBORO INLET
THAT NO PARCEL BOUNDARIES WERE SURVEYED, THAT THIS SURVEY DOES PAGE 512 10AHdLOM
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NOT MEET NCGS 47-30 STANDARDS AND IS NOT INTENDED FOR RECORDAIIOI,., asom)orol
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LEGEND 0.7' PARID: R05714-006-004-000 P
SUE NOTES:
THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE
DESIGNATED AND OBSERVED APRIL 5, 2022.
1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES,
PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP
ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT
GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH
AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE
SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.
2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN
ACCORDANCE WITH QUALITY LEVEL "B/C" SUBSURFACE UTILITY
ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT
GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT
MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL
UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN
THE SUE LIMITS.
3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S
RESPONSIBILITY TO CONTACT "ONE —CALL" PRIOR TO PERFORMING
CONSTRUCTION OR EXCAVATION OPERATIONS.
4, SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT
PROVIDED FOR OUR USE. SUE DESIGNATIONS WERE PERFORMED
WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS,
EIP ......... EXISTING IRON PIPE
PKF ........ PK NAIL FOUND
U/G .... .... UNDERGROUND
EOI ......... END OF INFORMATION
EORI ....... END OF RECORD INFORMATION
UNK .......UNKNOWN
FDC ........FIRE PROTECTION
PJB ......... POWER JUNCTION BOX
CONC ..... CONCRETE
TYP .... .... TYPICAL
PM.__....POWER METER
M TELEPHONE PEDESTAL
nC TELEVISION PEDESTAL
0 WATER METER
(9 WATER VALVE
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UTILITY OTHER LOCATED OBJECT
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c-Q, UTILITY POLE
0 EIR (EXISTING IRON ROD)
NIP
_ W— U/G WATER LOS B
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P U/G POWER LOS D
—TV— U/G TELEVISION LOS B
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— T — — U/G TELEPHONE LOS C
UNK — U/G UNKNOWN
AREA OUTLINE
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GRIM 3 AZ MK DUNE
76 S 233% a,a7)WRIGHTSVILLE BEAC
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8658163 which has an elevation of -2.60 feet (NAVD 88) equals 0. 00 (MLW.) See digram for details. ROY _5�1_ ER
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VA
211 Racine Drive, Suite 101
IGHTSVILLE BE
Wilmington, North Carolina 28403
-2.60 NAVD 88) = EQUALS PROJECT 0.00
(MEAN LOW WATER) 0
HYDROGRAPHIC SURVEY AREA 6,737.57
(CONTOURS REFERENCED TO MEAN LOW
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PARID: R05714-006-003-000 %INV.= 1.63
EXISTING CONDITION SURVEY FOR:
&'G RIGHT ANG"LE EN"U"INEER111
WROG"HTS"VILLE BEACH YACHT CLUB
GRAPHIC SCALE SCRIBE MARK IN WALK WRIGHTSVILLE BEACH, NORTH CAROLINA
10 0 5 10 \-0 NEW HANOVER COUNTY
\ \ APRIL 28, 2022 / SCALE 1 10,
IN FEET )
1 inch = 10 ft. V

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PILE CUT-OFF
ESTIMATED PILE
BID
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PILE
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PILE TYPE
ELEVATION
TIP ELEV
LENGTH
TIP ELEV
LOCATION
LENGTH
(NAVD88)
(NAVD88)
(VLF)
(NAVD88)
(VLF)
1
20" 0 x5/8" WT
+23.0
-39.0
62.0
2
20" 0 x5/8" WT
+23.0
-39.0
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3
20" 0 x5/8" WT
+23.0
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20" 0 x5/8" WT
+23.0
-39.0
62.0
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20" 0 x5/8" WT
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62.0
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+23.0
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20" 0 x5/8" WT
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rB__?' SITE PLAN
3
NOTES:
1. MODIFICATIONS TO THE EXISTING FLOATING DOCK
WILL BE REQUIRED TO ACCOMMODATE THE NEW
BARGE, INCLUDING RELOCATION OF GANGWAYS.
EXISTING DOCK AND EXISTING GUIDE PILE
MODIFICATIONS ARE TO BE DESIGNED BY OTHERS.
E
2. NEW BARGE STEEL GUIDE PILES ARE NOT DESIGNED
TO SUPPORT THE FLOATING DOCK SYSTEM.
CONTRACTOR SHALL VERIFY THAT EXISTING GUIDE
PILES INTENDED TO REMAIN DO NOT INTERFERE
WITH THE NEW BARGE GUIDE PILES AND FRAMES.
3. CONCRETE FLOATING DOCK AND GUIDE PILES ARE
INTENDED TO REMAIN AS -IS. CONTRACTOR SHALL
VERIFY THAT EXISTING CONCRETE GUIDE PILES DO
NOT INTERFERE WITH THE NEW BARGE AND BUILDING
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SEAL 02.02.2023
Sheet
M
Reference No.
N
S-101
Cq
INDEX: 5 OF 6
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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SEAL 02.02.2023
Sheet
Reference No.
S-501
INDEX: 6 OF 6
iz�.
3
6
UHAVVINU bUALL6 6HUVVN bA%'5EL) UN 22"X34" URAVVIN(3
O
LL
O
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MEAN LOW
WATER LINE
ICW BOTTOM
1
1 BUILDING
D1 SCALE: 1-- 10'-0'
- EXI
{
--- -- — -- .. - MOORING PILE BEYOND -—
NOTE 1: EXISTING CONDITIONS SHOWN TO BOTTOM OF ICW
NOTE 2: SLIP WILL BE DREDGED TO (-8'-0") BEFORE BARGE INSTALLATION
NOTE 3: SEE NAVAL ARCHITECT FOR INFORMATION REGARDING BARGE
DRAFT AND BALLASTING. OWNER SUPPLIED INFORMATION REFLECTED IN
THIS DRAWING.
NOTE 4: SEE HYDROGRAPHIC SURVEY BY ESP ASSOCIATES, INC. DATED
4/23/22 FOR INFORMATION REGARDING UNTERWATER CONTOUR
ELEVATIONS/ REFERENCED MEAN LOW WATER ELEVATION. OWNER
PROVIDED SURVEY INFORMATION REFLECTED HERE FOR ILLUSTRATION
PURPOSES ONLY. KERSTING ARCHITECTURE IS NOT RESPONSIBLE FOR
THE DESIGN OR COORDINATION OF THE HORIZONTAL OR VERTICAL
PLACEMENT OF THE FLOATING STRUCTURE. ALL FIELD CONDITIONS
SHOULD BE VERIFIED.
20
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UB, INC,
17
14-000
THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE
DESIGNATED AND OBSERVED APRIL 5, 2022,
1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES,
PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP
ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT
GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH
AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED, NO EXCAVATIONS WERE MADE BY THE
SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.
2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN
ACCORDANCE WITH QUALITY LEVEL "B/C" SUBSURFACE UTILITY
ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT
GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT
MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL
UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN
THE SUE LIMITS.
3. USE OF' THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S
RESPONSIBILITY TO CONTACT "ONE —CALL" PRIOR TO PERFORMING
CONSTRUCTION OR EXCAVATION OPERATIONS.
4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT
PROVIDED FOR OUR USE. SUE DESIGNATIONS WERE PERFORMED
WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS,
...POWER JUNCTION BOX
...CONCRETE
....TYPICAL
....POWER METER
n TELEPHONE PEDESTAL
TELEVISION PEDESTAL
WATER METER
WATER VALVE
POWER TRANSFORMER
UTILITY OTHER LOCATED OBJECT
FIRE HYDRANT
UTILITY POLE
EIR (EXISTING IRON ROD)
NIP
— W — U/G WATER LOS B
W - --- U/G WATER LOS D
- P — U/G POWER LOS B
P U/G POWER LOS D
-TV- U/G TELEVISION LOS B
TV U/G TELEVISION LOS D
- T — U/G TELEPHONE LOS C
UNK — U/G UNKNOWN
AREA OUTLINE
RHINOFLEX PIPING
FROM TRANSITION MANHOLE
TO BARGE THROUGH HULL
CONNECTION
TRANSITION
MANHOLE
NEW 4" FIRE LINE
SCH40 PVC FROM
EX. SPRINKLER RISER
ROOM TO TRANSITION
MANHOLE.
N/F
ZP NO 351, LLC
TRACT A-1
MB 69, PC 256
DB 6537, PC 928
PARID: R05714-006-002-000
mrw 7" nr)LAr-zT1r% WATER I Iklir
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DOMESTIC
,TER
TER PER
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----------------- J1
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ND VALVE
,,,ON EX WB WATER MAIN
SEWER SERVICE
EX. MH TO RAW
40 PVC
SANITARY SEWER
MANHOLE
RIM= 5.00
INV.= 1.63
GRAPHIC SCALE
( IN FEET )
1 Inch = 10 ft.
FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
UTILITY
RIGHT ANGLE
ENCIIIIIINEEEEFUN43, P.C.
212 PRINCESS STREET
WLMINGMN, NC 28401
[phone] FAX [phone] FIRM: C-0829
DATE- Ns
1/12/23
Scare:
Drawn:
NNC
Chocked:
WSL
Project No:
MN0122
rSheet No:
C1

NOTE: FLOATS NOT SHOWN, PUMPS SHIPPED
SEPARATELY TO PREVENT SYSTEM DAMAGE,
Custom items are non -cancelable once order is
placed, 1007 restocking fee applies.
ISD34=3-191-5
INTRINSICALLY SAFE
DUPLEX ALTERNATING
PANEL
L(FTING GAIN
INCLUDED
NOT SHOWN
TANK
HEIGH"
STAINLESS STEEL 3 rLUAI
QUICK TREE
I(2X) 2" THREADED
13 5/8 ELECTRICAL
BULKHEAD
4"INL'P HWSS
UNMOUNTED
(2X) 1-1 /4" STAINLESS
STEEL GUIDE RAIL
SUPPORT
(2X) LIBERTY XLSG204M-2
208V 2HP 3PH EXPLOSION
PROOF GRINDER PUMPS
25' CORD
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
LIBERTY PUMPS. ANY REPRODUCTION
IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF LIBERTY PUMPS
IS PROHIBITED,
Fiberglass Tank
dimension
tolerance(s)I +/- 1'
APPLICATION
SUE NOTES:
THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE
DESIGNATED AND OBSERVED APRIL 5, 2022.
1, THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES,
PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP
ASSOCIATES, AND UTILITY PLANS, THE SURVEYOR DOES NOT
GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH
AS UTILITIES, TANKS, PIPES, ETC, ARE LOCATED HEREON, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE
SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.
2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN
ACCORDANCE WITH QUALITY LEVEL "B/C" SUBSURFACE UTILITY
ENGINEERING STANDARDS.. THIS QUALITY LEVEL DOES NOT
GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT
MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL
UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN
THE SUE LIMITS.
3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S
RESPONSIBILITY TO CONTACT "ONE -CALL" PRIOR TO PERFORMING
CONSTRUCTION OR EXCAVATION OPERATIONS.
4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT
PROVIDED FOR OUR USE, SUE DESIGNATIONS WERE PERFORMED
WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS.
042"
EPS100868
42X48 DUPLEX
XLSG204M-2
1-1/4 PVC
_ VALVE
PVC PIP8E
SCH80
'C TEE
/4" SCH80
DW
1 55 bAK
GUIDE RAIL CROSS
SUPPORT
048"
EL BLANK
COVER 2" NPT FEMALE
THREADED DISCHAR
COUPLING
12"
DISCHARGE
DEPTH
J
MCK V�LVESVC
1-1 /4" SCH80
PVC PIPE
(2X) LIBERTY PUMPS
GR20NS GUIDE RAIL
BASE
048"
FIBERGLASS
ANTI -FLOAT
SCALE 1 : 14 DWG, W. EPS100868
A DATE: 1 /5/2023
DO NOT SCALE DRAWING SCALE-14 I DRWN. R.CLARK ISHMT 1 OF 1
LEGEND
EIP.........
EXISTING IRON PIPE
PKF........
PK NAIL FOUND
U/G .........
UNDERGROUND
EOI.........
END OF INFORMATION
EORI.......
END OF RECORD INFORMATION
UNK .......UNKNOWN
FDC ........FIRE
PROTECTION
PJB.........
POWER JUNCTION BOX
CONC.....
CONCRETE
TYP.........
TYPICAL
PM ...........
POWER METER
OT TELEPHONE PEDESTAL
TELEVISION PEDESTAL
j WATER METER
WATER VALVE
POWER TRANSFORMER
UTILITY OTHER LOCATED OBJECT
FIRE HYDRANT
r0� UTILITY POLE
0 EIR (EXISTING IRON ROD)
O NIP
P --
P
-TV-
TV
-T- -
- UNK - -
-- U/G WATER LOS B
— U/G WATER LOS D
-- U/G POWER LOS B
— U/G POWER LOS D
U/G TELEVISION LOS B
U/G TELEVISION LOS D
- - U/G TELEPHONE LOS C
- U/G UNKNOWN
-- AREA OUTLINE
14T
B
12'-5 1 /2"
OPENING
i
i
GRAPHIC SCALE
0 3
( IN FEET )
1 inch = 6 ft.
� �SY�c��n��virLc �iachk
re C(3rrhno okC)r-e, C\ U V-) `I
�i W LY vl Y'Yl
_ Pr -tnQ a T e, of 2 3
elLk�j

METER SETTER
WITH STAINLESS
STEEL STIFFENERS 5/8"x3/4" METER
OR 1" METER
a SINGLE METER BOX
1" LINE
CC
SINGLE
�¢ SERVICE
CURB STOP
MAX. 3" FROM
CORPORATION STOP SETTER
WITH STAINLESS 3!I
STEEL STIFFENERS
PLAN
METER SETTER
PAVED METER BOX I
STREET
(EXISTING
GRADE
BEDDING, s" MIN.
AS SPECIFIED ' -: Max CURB STOP SERVICE LINE, BY
CUSTOMER
30 3" CLEAN FILL ALL AROUND LINE
1" SERVICE LINE. CTS-PE TUBING,
WATER MAIN SDR 9 ASTM D2737 (TYP.)
CORPORATION STOP (SEE ABOVE)
SECTION
NOTES:
1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER
STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS
30B AND AASHTO H2O LOAD RATING STANDARDS.
4. WATER SERVICE LINE SHALL TERMINATE 18" WITHIN RIGHT-OF-WAY LINE.
5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
CORNER.
6, SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
DETAIL: DETAIL NO.
SINGLE WATER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY TYPICAL SHORT -SIDE CONNECTION Im 235 GOVERNMENT CENTER DRIVE 'nl-1 WF9
CFPUA DETAIL DATE, WILMINGTON, NO 23403 SHEET NO.
SCALENOT TO SCALE 01/0112022 0=11
OFFICE: [phone]
-
Slewardship. Sustainability. Service.
FINAL GRADE r-FINAL GRADE
/ / !
COVER}
I
COVER
CL I[ , �'
GREATER
BETWEEN
THAN OR
6- 12 FT.
EQUAL TO 12 FT.
6" IN.
CL 11
rf
SEWER O.D.
CL I +
SEWER O.D.
+
WATER O.D.
FORCE MAIN O.D.
CL I
4" MIN.
_ .,.
4" MIN.
1 /2
IYYQEE-A
TYPE B O.D.
FINAL GRADE
FINAL GRADE
COVER COVER
BETWEEN BETWEEN
3-6 FT. 3-6 FT.
V
' r 6" MIN. 3" MIN.
CL 11/I11
✓ SEWER O.D. \ SERVICE LINES O.D.
+ WATER O.D. CL [/II + (1"-4" NOMINAL)
1. r FORCE MAIN O.D. �\
CL I 4" MIN.\` \ 3" MIN.
TYPE C O.D. TYPE S
COMPACTION NOTES:
1. ALL ZONES: 95% STD EFFORT PER ASTM D698, EXCEPT AS STATED IN COMPACTION NOTE 2.
2. 12" SUBGRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698.
3. BEDDING REQUIREMENTS FOR SEWER FORCE MAINS AND WATER MAINS WITHIN TYPE A
THROUGH TYPE S CONDITIONS, SHALL BE FOLLOWED IF IT HAS BEEN DETERMINED
THAT UNSUITABLE SOILS EXIST WITHIN THE EXCAVATED TRENCH. OTHERWISE BEDDING FOR
SEWER FORCE MAINS AND WATER MAINS MAY BE CLASS I OR CLASS II.
DETAIL: DETAIL NO.
PIPE EMBEDU ENT TYPES CAPE FEAR PUBLIC UTILITY AUTHORITY Y Y
23500VFRNMENT CENTER DRIVE S S
uFPUA DETAIL DATE: WILMINGTON, NO 26403 SHEET NO,
SCALE'. NOTTOSCALE 01 !d I /2022 OFFICE:[phone]
-
Stewardshtp. Sustainability. Service.
18"*SINGLE
ER SETTER WITH
NLESS STEEL
FENERS
1
I
RB STOP
I
METER BOX
5/8x3/4" METER
OR 1" METER
3
I
Lr_ z
O 5 5' MIN.
I
s" MIN,
9" MAX.
o u (TYP.)
EXISTING F­:
C3 w
f
36" MIN.
CURB STOP
1" LINE
SINGLE SERVICE
CORPORATION STOP
WITH STAINLESS
STEEL STIFFENERS,
PLAN VIEW
1" SERVICE
LINE, BORED]
AS REQUIRED
SECTION
,v, nn r
N 0TES:
1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER
STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS
30B AND AASHTO H2O LOAD RATING STANDARDS
4. WATER SERVICE LINE SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" WITHIN
RIGHT-OF-WAY LINE.
5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
CORNER.
6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
DETAIL' DETAIL NO
SINGLE WATER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY 'Al-r�
LONG -SIDE 235 GOVERNMENT CENTER DRIVE Y4 L
WILMINGTON, NC 26403
CFPUA DETAIL DATE: OFFICE:(990}3326560 SHE ETPIO.
SCALE: NOT TO SCALE 01/0112022 -
Stewardship. Sustainability. Service.
PAVED AREA UNPAVED AREA
LID FLUSH W/ FINISHED GRADE
PAVEMENT REPAIR
AS REQUIRED
3'-0" MIN.
LID MARKED "WATER" (WATER MAINS)
LID MARKED "SEWER" (FORCE MAINS)
PRECAST CONCRETE COLLAR
FINISH GRADE TO REVEAL
LINE ON COLLAR
171111,7,
SCREW TYPE
VALVE BOX W/LID
DETECTION TAPE
TRACER WIRE
M.J. GATE VALVE
NOTES:
1. TRACER WARE SHALL PENETRATE VALVE BOX THROUGH DRILLED
HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA
LENGTH COILED IN THE VALVE BOX. SEE WS-6.
DETAIL: DETAIL NO:
VALVE DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY 1/ S-G
235GOVFRNMENT CENTER DRIVE Y Y a7 +.l
CFPUA DETAIL DATE: WILMINGTON, NO 28403 SHEET NO.
SCALE: NOT TO SCALE 0110112022 OFFICE: [phone]
-
Stewardship, Sustainability. Service.
DOOR FRAME
PRECAST CONC. DRAIN
METER VAULT��
\\�
\`\\ �� T
SEAL ALL OPENINGS WITH 38
GYCLINDER WALL SEALS MIN,
j\�/f\�.�
/°//
I --5' MIN. ❑IP
-
rn
5' MIN. DIP --I
-
12"
z
IfJ.
.
\�W\
tiJh.
SUPPORTS
(AS REQ'D)
*Jf\�J
#57 STONE SOLID BASE
METER VAULT SECTION A -A
GATE VALVE W/ HAND STRAINER BASKET ASSEMBLY
WHEEL, TYP. OF 3
IF A 40 REDUCER IS WATER METER WITH CELLULAR ENDPOINT
REQUIRED IT MUST BE
INSTALLED INSIDE THE UNIFlT WIDE RANGE ADAPTER
METER VAULT
4 4B" MIN. ON ALL
.� - FLANGES FROM WALLS
A 8" MIN,* A
UPSTREAM WA 24" DOWNSTREAM
ALUM. DOOR do FRAME W/ STAINLESS
18' MIN. STEEL SLAM LOCK
1.. DOO
R OR OPENING MUST CLEAR ALL
COMPONENTS.
PRECAST CONC 2. MUST MEET H2O LOADING REQUIRED
METER VAULT BYPASS UNIFlT VIDE J IF IN TRAFFIC AREA.
RANGE ADAPTER IS 3. FOR VAULTS GREATER THAN 5 FEET
BOLTED DIRECTLY TO DEEP PROVIDE AN ALUMINUM
VALVE, ONLY ONE PExFLG ACCESS LADDER w/ SAFETY
Meter Size By -Pass Size PIECE OF PIPE EXTENSION AND NON-SKID RUNGS
3" 4" METER VAULT PLAN A 12" a/cANCHORED TO THE
WALL
4" 4" REFER TO MSM FOR SPECIFICATIONS RELATED TO
6" 4" WATER METER, STRAINER AND CELLULAR ENDPOINT
$" 4" * UNIFlT WIDE RANGE ADAPTER IS BOLTED
10" 6' DIRECTLY TO METER. ONLY ONE PExFLG
12" 8" PIECE THAT IS 3 TIMES THE PIPE DIAMETER.
DETAIL: DETAIL NO.
COMMERCIAL WATER SERVICE - CAPE FEAR PUBLIC UTILITY AUTHORITY t/L j� A
4
3-INCH AND LARGER METERS 235 GOVERNMENT CENTER DRIVE Y9
WILMINGTON, NO 28403
CFPUA DETAIL DATE: SHEET NO:
SCALE: NOT TO SCALE 01f01l2d22 OFFICE: [phone]
-
Stea•ardshipSustainability. Service,
EXISTING GRADE
TRACER WIRE SHALL PENETRATE
VALVE BOX (MAX. HOLE SIZE J")
APPROXIMATELY 6" BELOW GRADE
WITH MIN. 2' EXTRA LENGTH COILED IN r
THE VALVE BOX
TRACER WIRE
LOCATOR BOX
(1,000' MAX.
INTERVAL)
MAIN PIPE
ATTACH TRACER
WIRE TO
FITTING USING
ADHESIVE TAPE
(TYP-)
-SCREW TYPE
VALVE BOX
GATE VALVE
`-WATER MAIN/
DUCTILE IRON
FORCE MAIN
TEE FITTING.
TRACER WIRE PIPE
ATTACH TRACER
WIRE USING
DUCTILE IRON CROSS
ADHESIVE
FITTING (ATTACH TRACER
TAPE (TYP)
WIRE USING ADHESIVE
TAPE)
'__�-INSTALL DETECTION TAPE
1 ON ALL PRESSURE PIPING
NOTES:
1. TRACER WIRE SHALL BE INSTALLED PER THE CFPUA MSM.
2. WIRE SHALL BE STRAPPED TO ALL PVC PIPING WITH ADHESIVE TAPE AT 12 FOOT
INTERVALS.
3. SECURE WIRE TO ALL TEE AND CROSS FITTINGS WITH ADHESIVE TAPE.
4. ALL SPLICES IN THE WIRE SHALL BE MADE WITH 3M DBR DIRECT BURY SPLICE KITS.
I DETAIL: AIL .
TRACER WIRE DETAIL ims DETAIL NO
CAPE FEAR PUBLIC UTILITY AUTHORITY 1`A NO
236 GOVERNMENT CENTER DRIVE Y9 V
WILMINGTON, NC 28403
CFPUA DETAIL DATE: SHEET NO
SCALE: NOT TO SCALE 01/01f2022 NMI OFFICE: [phone] -
Stewardship- Sustainability. Service.
SEE
1' MIN./
NOTE 8
18" MAX. PUMPING AND HOSE FIRE HYDRANT
CONNECTION EQUAL TO CFPUA
STANDARD WITH 5" STORZ
CONNECTION FACING ROADWAY
BREAK RING,
i
w
2" MIN./6" MAX.
COMPACTED
ZI
=1
00 ABOVE FINISHED GRADE
BACK FILL
I 24"x24"x4"
COMPACTED THICK CONCRETE
BACK FILL COLLAR
/ /
k SCREW TYPE VALVE
BOX W/UD, LID
z \ �'/° MARKED "WATER"
2
%\
I �\�i\30" MINIMUM DEPTH 6" M.J. GATE VALVE
I % (SEE NOTE 4)
VERTICAL
\(OPEN LEFT)
SHOE
fSEE
� r NOTES 5 SEE NOTE 3
A
DI FLANGE
CONNECTIONS
ONLY
✓r
\�°
_3
3' MIN. VARIES.
DI PIPE
�'.
FIELD APPLIED JOINT RESTRAINT
{SEE NOTE 1}
#57 STONE FILL X' x6
(7 CF MIN.) MJ TEE
571\f/`<�/ 90,
STONE ELBOW
FILL
NOTES
1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI.
2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM
SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE.
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS.
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR
JOINTS WITHIN 10-FEET OF MJ TEE.
7> TRACING WARE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE NTH
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
8. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5' IN DEPTH OR GREATER,
DETAIL: DETAIL NO*
FIRE HYDRANT ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY ftA,F-9
235GOVERNMENTCENTER DRIVE
Y9
WILMINGTON, NC 28403
CFPUA DETAIL DATE: SHEET NO.
SCALE NCT70SCALE 0110112022 OFFICE:[phone]
-
Stewardship. Sustainability. Service.
TEST PORT
/-GATE/TAPPING VALVE
-4
CONCRETE THRUST-'
AREA AS REQUIRED
FOR 150 PSI
BOND BREAK
WITH 10 MIL.
PLASTIC OR 15
LB. ASPHALTIC
FELT
TAPPING SLEEVE
SIDE VIEW
`►r}1IM--51
VALVE
f-MJ FITTING
1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
2, PIPE & FITTING TO BE WRAPPED IN 10 MIL. PLASTIC OR 15 LB. ASPHALTIC FELT
PRIOR TO THRUST BLOCK BEING POURED.
3. TEST PRESSURE SHALL NOT BE APPLIED FOR A MINIMUM OF 7 DAYS AFTER
THRUST BLOCK PLACEMENT.
4. BRANCH SHALL NOT EQUAL RUN DIAMETER UNLESS APPROVED BY CFPUA
ENGINEERING.
DETAIL
DETAIL 1\I0:
TAPPING SLEEVE AND VALVE ASSEMBLY
CAPE FEAR PUBLIC UTILITY AUTHORITY
Wa7-�
(4 -24)
235 GOVERNMENT CENTER DRIVE
YY
CFPUA DETAIL DATE:
WILMINGTON, NC 28403
SHEET NO
SCALE: NOT TO SCALE
OFFICE: [phone]
01141f2422
`=Ls,naro_I
-
•
R/W
W5-5 (T1(P)
�-PUBLIC PRIVATE -
I `
VALVE BOX W/LID LABELED
WATER" (TYPICAL) I 11
1,-6.
F YJ
�` ,�`✓ REDUCER dt
THEAD\, MUI�JC FIRE 7 r TAP
ASRREQUUIIRED
2' SQUARE
MJ GATE I
OPF7dATING
VALVE
NUT GATE
X-0"
VALVE (TYP)
DI OR C900
MAX
FABRICATED STAINLESS
STEEL TAPPING SLEEVE
OR MJ CUT -IN SLEEVE
AND TEE
SEE WS-9
WEcnaN OF FLOW DO
OUTDOOR INSTALLATION
PRIVATE FIRE MAIN
(SIZE VARIES)
NOTES:
1. A GATE VALVE IS REQUIRED AT THE CFPUA FIRE MAIN TAP LOCATION.
2. WHEN THE FIRE MAIN IS FROM OPPOSITE SIDE OF NC -DOT ROAD OR CITY STREET, A
SECOND VALVE IS REQUIRED 18" INSIDE PUBLIC R/W,
3. IF TAPPING VALVE IS LESS THAN 5-FEET FROM R/W THEN SECOND VALVE AT R/W IS
NOT REQUIRED.
DETAIL. DETAIL NO:
FIRE MAIN CONNECTION CAPE FEAR PUBLIC: UTILITY AUTHORITY ,p,-w O
235 GOVERNMENT CENTER DRIVE 9 V 1
CFPUA DETAIL DATE: OILMINGTON, NO 28403 FFICE: (990)332 60 SHEET NC3:
SCALE NOT TO SCALE 01101/2022 Stewardship. Sustainability, Senlce.
GATE VALVES REQUIRED ON
EACH SIDE OF THE CROSSING.
NO SERVICES ARE PERMITTED
BETWEEN THE VALVES.
SEE STORM ` 3' MIN.
NOTE DRAIN `
,. MAX COVER
I
D.I.P. OR C900
MID.)
SEE NOTE 3 45' BEND
D.I.P. OR (D.I.P.)
C900 (TYPICAL)
10' MIN. 10' MIN.
RESTRAINED JOINT AS REQUIRED BY
CONFIGURATION, SOILS TYPE, PIPE DIAMETER, -.-
AND TEST PRESSURE (SEE SCALED PLAN).
NOTES:
1. ALL BURIED PIPES, VALVES AND FITTINGS SHALL BE RESTRAINED.
2. MINIMUM DEPTH OF COVER SHALL BE 30".
a. IN DOT R/W, MINIMUM OF 36" DEPTH REQUIRED.
b. IF 30" DEPTH OF COVER CANNOT BE ACHIEVED, THEN PRESSURE
CLASS 350 DIP SHALL BE USED. PRIOR APPROVAL FROM CFPUA
AND PWS REQUIRED.
c. MINIMUM DEPTH OF COVER OF 24' WHEN INSTALLING DIP,
& REFER TO 15A NCAC 18C AND 15A NCAC 2T FOR REQUIREMENTS
GOVERNING STORM DRAIN AND PRESSURE MAIN SEPARATIONS.
e. REFER TO CFPUA DETAIL. WS-12 FOR STRUCTURAL BRIDGING
REQUIREMENTS WHEN CROSSING UNDERNEATH A STORM DRAIN.
3. INSTALL CASING PIPE (PER WS-8) AT THE CROSSING IF THE TOP OF
THE MAIN IS 6' OR GREATER BELOW GRADE. THE CASING WILL NEED
TO EXTEND A MINIMUM OF 2' PAST THE OUTSIDE WALL OF THE
STORM DRAIN.
DETAIL'.
DETAIL NO:
PRESSURE MAIN DITCH AND
CAPE FEAR PUBLIC UTILITY AUTHORITY
W S -1 0
STORM DRAIN DITCH CROSSING -DIP
235 GOVERNMENT CENTER DRIVE
YYJ
CFPUA DETAIL DATE:
WILMINGTON, NO 26403
SHEET NO:
SCALE: NOT TO SCALE
OFFICE: [phone]
01l01 /2022
-
Stewardshlp. Sustainability. Service
FORREGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
i U
)
ATER DETAILS
W
LI
GHT ANGLE
ENGIINEERING4 P.C.
212 PRINCESS STREET
MLMINGTON, NC 28401
[phone] FAX [phone]DB FIRM: C-0829
DATE:
1/9/23
Scale:
AS SHOWN
Drawn:
NNC
Checked:
WSL
Project No:
MN0122
Sheet No:
D1

45"
g EXISTING
GROUND
18" MIN,
10" & SMALLER PIPE
SECTION X-X '
PLAN TEES
AIN. I
90A BENDBS 45 BENDDS 22-1 2 BENDS] TEAES LUBGS 45 VERT. BENDS
SIZE I
3.
8"
6"
5"
6"
31,
7"
6"
8"
27w
n
4
w
B
n
9
n
5
n
8
n
3
n
11
n
6
w
9
w
28
n
6
14n
11w
9n
9n
n
8
w
8
12w
9w
36w
8"
16"
18"
12"
12"
10"
13"
14"
13"
42"
10"
18"
22"
15"
14"
14"
16"
18
15"
50"
12"
20"
28"
18"
17"
16"
16"
22"
18"
62"
14"
26"
29"
21"
19"
18"
18'
26"
20
72"
16"
33"
29"
25"
21"
20"
21"
32"
21"
83"
18"
40"
30"
28"
24"
22"
23"
36
24
$8"
NOTE
1. RUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLATIONS WHERE DESIGNED BY
ENGINEER AND APPROVED BY CFPUA.
2. ALLOW 7-DAY MINIMUM CONCRETE CURE TIME BEFORE PLACING LOAD ON THRUST BLOCK
3. BASED ON 150 PSI TEST PRESSURE AND 2,000 PSF SOIL BEARING CAPACITY.
4. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
5. PIPE & FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC PRIOR TO THRUST BLOCK BEING POURED,
1 DETAIL
THRUST BLOCK
CFPUA DETAIL DATE,
SCALE: NOT TO SCALE 01l01M22
DErvLFJo
WSL N
Im CAPE FEAR PUBLIC UTILITY AUTHORITY
236 GOVERNMENT CENTER DRIVE Yi
OFFICWILMINE:
ON,(910 33 25403 SHEET NO:
OFFICE: [phone]
Stewardship. Sustainability. Service
MANHOLE INSERT WHERE
24" C.I. MH FRAME
AT GRADE OR IN PAVEMENT
& COVER TOP TO
TYPE S MORTAR
BE FLUSH WITH
STREETS, WALKS
OR RESIDENTIAL
BRICK OR
AREAS. FINISHED GRADE
PRECAST LEVELING
RINGS (8- MAXIMUM)
``
TEE - (FOR FORCE MAIN USE
MANHOLE COATINGS
90' ELBOW W/ RESTRAINED
PER DRAWINGS AND
JOINTS W/ 3' MIN. COVER)
SPECIFICATIONS
CUT TO PROVIDE
MAINTENANCE (NO
MORE THAN HALF) r INFLUENT PIPE
I
ryS% MH STEP STAINLESS STEEL STRAPS &
ti ff - (TYP) ANCHORS (TO BE SPACED
60" BETWEEN STRAPS). SEE
\j MINIMUM-6 FOR "STRAP DETAIL"
BARREL DIAMETER',; PVC DROP PIPE TO BE SAME
5 -0 MINIMUM, / SIZE AS INFLUENT PIPE
UNLESS OTHERWISE TRANSITION IF NECESSARY AT
NOTED ON PLANS THE TEE
FOR INFLUENT
8" OR LARGER J, <. Y4 BEND PLACE THE LOWER BEND AT
T~ '4 THE DIA ELEVATION SHOWN ON
% LARGEST w' DRAWINGS. END OF DROP PIPE
SEWER PIPE SHALL BE GROUTED INTO
BENCH AND CUT AT ANGLE OF
BENCH. END OF DROP SHALL
NOT PROTRUDE INTO FLOW
NON -SHRINK CHANNEL.
GROUT OR
FLEXIBLE -3,000 PSI CONCRETE 28
JOINT WRAP�� i. %\? ;.r\ 7,�r�;ir\ �j\ N/;\l'��f DAY STRENGTH FOR
(EXTERIOR) �' / BENCH
NON -SHRINK NOTE:
FLEXIBLE GROUT PLAN VIEW OF MANHOLE INTERIOR REQ'D FOR MULTIPLE
JOINT SEAL TYPICAL FOR (INTERIOR) DROPS, INCLUDING SERVICE DROPS OR DROPS GREATER
ALL JOINTS THAN 10" DIAMETER.
NOTES:
1. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES
AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF
CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED.
2. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN
TO CROWN OF THE LARGEST DIAMETER PIPE.
FOR MORE THAN 30" INSIDE DROP
DETAIL DETAIL NO:
DROP MANHOLE SECTION CAPE FEAR PUBLIC UTILITY AUTHORITY J w -3
235 GOVERNMENT CENTER DRIVE �7
WILMINGTON, NC 28403
CFPUA DETAIL DATE: SHEET NO:
SCALE: NOT TO SCALE U1l0112022 OFFICE: [phone] -
Stewardship. Sustainability. Service
CAPEFEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2. SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 10" INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
6. NO FLEXIBLE COUPLINGS SHALL BE USED.
7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8. CLEANOIJTS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM
ALL PROPERTY CORNERS.
9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER.
10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5'
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10'
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS
13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE
IS NOT PERMITTED
14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
,
C ETAI L.
DETAIL
NO
STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY MY TAIL S-1 4
eoILL �u_ r. L F �ii any a,onL_ c __rs. 235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO'
SCALE: NOT TO SCALE 0=1 OFFICE: [phone]
01109/2022 -
Stewardship. Sustainability. Service.
1/4" NON -CORROSIVE
MESH INSECT SCREEN 4" DIAMETER SCH.
EXTEND VENT 2'-0" ABOVE 40 ALUMINUM PIPE
100 YEAR FLOOD ELEV. OR STAINLESS STEEL
30'
W' x 2" 316 SST STRAPS
2'-C" O.C. FROM BOTTOM. _
2-Y4" x 3' SST ANCHOR
BOLTS PER STRAP -� �
1'-0"
FILL PIPE WITH
TYPE "S" MORTAR
CAP
NOTES:
1. ALTERNATIVE VENTING METHODS AS APPROVED BY CFPUA ARE REQUIRED AT
RESIDENTIAL LOCATIONS.
2. VENT MANHOLES SHALL BE PLACED AT PROPERTY CORNERS.
DETAIL:
DETAIL NO'.
STANDARD VENT MANHOLE SECTION CAPE FEAR PUBLIC UTILITY AUTHORITY
S-4
235 GOVERNMENT CENTER DRIVE
WILMINGTON, 1284Le
CFPUA DETAIL DATE:SHEET
NO:
SCALE: NOT TO SCALE 0,I,101/2022 OFFICE;[phone]
Stewardship. Sustainability. Service.
ASSE 1060 STANDARD
PROTECTIVE ENCLOSURE
12" MIN.
FROM .
ANY
WALL
S12" MIN.
SUPPORT
60" MAX.
DIRECTION OF FLOW
OUTDOOR INSTALLATION
R/W
PRIVATE
NOTES:
1. MUST BE MIN. 36" AWAY FROM ANY ELECTRICAL PANEL.
2. VALVE REQUIRED DOWNSTREAM OF BACKFLOW ASSEMBLY,
3. VERTICAL INSTALLATION SHALL BE DESIGNED AND SUBMITTED TO CFPUA EMD FOR
APPROVAL.
4. LOCATE AS CLOSE TO THE RIGHT-OF-WAY AS POSSIBLE.
5. INDOOR INSTALLATIONS MUST BE APPROVED BY CFPUA.
6. MUST COMPLETE CFPUA'S BACKFLOW INSTALLATION FORM. CONTACT COMMUNITY
COMPLIANCE AT 910-332-6558 OR VISIT WWW.CFPUA.ORG/COMMUNITYCOMPLIANCE
AND COMPLETE THE ONLINE FORM,
7. ONLY IN -LINE TESTABLE ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR
CROSS CONNECTION CONTROL OR ASSE SHALL BE ACCEPTED.
DETAIL DETAIL NO'.
DOUBLE CHECK VALVE ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY EM-2
235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE. WILMINGTON, NC 28403 SHEET NO:
SCALE. NOT TO SCALE 01 f012022 0=1 OFFICE: [phone] - Stewardship. Sustainability. Service.
CAST IN RUBBER BOOT WITH SST. CLAMPS
(TYP. ALL MH CONNECTIONS)
EXTENDED BASE,
AS SPECIFIED
VOID IN MANHOLE
BOOT TO BE FILLED
WITH S TYPE MORTAR
PIPE DIA,
SMOOTH, LONG SECTION A -A
RADIUS BENDS
NO JOINTS FOR PIPE
WILL BE ALLOWED IN
J I WALL SECTION
❑EYRIE DETAIL N0:
MANHOLE FLOOR PLAN CAPE FEAR PUBLIC UTILITY AUTHORITY �v-
235 GOVERNMENT CENTER DRIVE S7 5
CFPUA DETAIL DATE: WI LMINGTON, NC 2a403 SHEET NO
SCALE: NOT TO SCALE 01l0112022 OFFICE: [phone]
-
Stevmrdship. Sustainability. Service.
R/W
PUBLIC ( PRIVATE
WS-5 (TYPj 1
VALVE BOX ii LABELED I
"WATER" (TYPICAL) I
V-6"
f r
\�f
r
REDUCER d:
THREADED TAP
\f PUBUC FIRE
`\t AS REQUIRED
i4 MAN
l
r`r
2' SQUARE
MJ GATE I
OPERATING
VALVE
NUT GATE
J'-0` VALVE (TYP)
DI OR C900
MAX.
FABRICATED STAINLESS
STEEL TAPPING SLEEVE
OR MJ CUT -IN SLEEVE
AND TEE
SEE WS-9
11Ecnav OF FLOW DO
OUTDOOR INSTALLATION
PRIVATE FIRE MAIN
(SIZE VARIES)
NOTES:
1. A GATE VALVE IS REQUIRED AT THE CFPUA FIRE MAIN TAP LOCATION.
2. WHEN THE FIRE MAIN IS FROM OPPOSITE SIDE OF NC -DOT ROAD OR CITY STREET, A
SECOND VALVE IS REQUIRED 18" INSIDE PUBLIC R/W.
3. IF TAPPING VALVE IS LESS THAN 5-FEET FROM R/W THEN SECOND VALVE AT R/W IS
NOT REQUIRED.
DETAIL. DETAIL NO:
FIRE MAIN CONNECTION CAPE FEAR PUBLIC UTILITY AUTHORITY W-1 O
235 GOVERNMENT CENTER DRIVE
WILMINGTON,NC 23403
CFPUA DETAIL DATE:ow SHEET NO:
SCALE: NOT TO SCALE 01/0112022 OFFICE:[phone]
-
SNwrardship. Sustainability, Service.
VOID IN MANHOLE
BOOT TO BE FILLED
WITH S TYPE MORTAR
/-IINFLUENT
/ PIPE
SHAPE INVERT
WEDGE ANCHORS
SST LOCKING
NUT/WASHER
Y4' SST PLATE
DROP PIPE -+- SST RODDING
TIGHTEN NUTS TO
HOLD DROP PIPE FIRM
AND IN PLACE (DO
NOT OVER TIGHTEN)
NOTE: ALL PARTS TO BE 316 SST.
DETAIL: DETAIL NO'.
DROP MANHOLE FLOOR PLAN CAPE FEAR PUBLIC UTILITY AUTHORITY AND STRAP DETAIL 236 GOVERNMENT CENTER DRIVE T S
-6
CFPUA DETAIL DATE. WILMINGTON, NC 2340.3 SHEETNO,
SCALE: NOT TO SCALE 01 l01)2022 OFFICE: [phone]
-
Stewardship. Sustainability. Service,
R MANHOLE INSERT WHEREF V v a� GY C)G�ll �,W �� e-�A\\5
AT GRADE OR IN PAVEMENT
TYPE S MORTAR �� e p o► e a� °� 12 3
FINISHED GRADE
�a �� 01 1 b
BRICK OR " " IN I LKNAL LININIi J Tb l i
PRECAST LEVELING 24"--
-
RINGS (8" MAXIMUM)
5" MIN. WALL THICKNESS "- MH STEP
PRE CAST ECCENTRIC TOP
FOR 4' DIA. BARREL (TYP) GROUT INSIDE & OUTSIDE
6" MIN. WALL THICKNESS - WITH APPROVED
FOR 5' DIA. BARREL NON -SHRINKING GROUT
VON -SHRINK
GROUT OR
FLEXIBLE
JOINT WRAP
(EXTERIOR)
NON
GRO
FLEXIBLE
JOINT SEAL
TYPICAL FOR
ALL JOINTS
'MANHOLE IN ACCORDANCE
WITH ASTM C478
PRECAST BARREL SECTIONS
%(4' LENGTH MAX.)
6" EXT. BASE FOR 4'
DIA. MH; 8" EXT.
BASE FOR 5' DIA.
SLOPE=1",/FT � r AND ITPE -s- MH. MONOLITHICALLY
r, CAST WITH BASE
MORTAR SLIDE SECTION. EXTENDED
BASE NOT REQ'D FOR
'+ THE DIA. MANHOLES LESS
OF LARGEST THAN 8' DEEP
SEWER PIPE "
6 MIN.
3" MIN.``d%�t\�,`�`/%\�%��j,,•,;�/j;`%;.,)��3,000 PSI CONCRETE
NOTES COMPACTED SUBGRADE 6" MIN. STONE 28 DAY STRENGTH FOR
BEDDING FOUNDATION BENCH
1. FOR MANHOLES UP TO 12 FEET IN DEPTH MINIMUM BARREL DIAMETER SHALL BE 4 FEET.
MANHOLES GREATER THAN 12 FEET IN DEPTH SHALL BE A MINIMUM OF 5
FEET IN DIAMETER.
2. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES
AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF
CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED.
3. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN
TO CROWN OF THE LARGEST DIAMETER PIPE.
FOR LESS THAN 30" INSIDE DROP
DETAIL DETAIL NO:
PRECAST CONCRETE
MANHOLE SECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY S-1
ECCENTRICCONE 235GOVERNMENTCENTER DRIVE s7
CFPUA DETAIL CATE: IILMINGTOI {910l3322940 SHEET NO:
SCALE: NOT TO SCALE 01/01r2022 -
Stewardship- Sustainability. Service.
FLOW
SEWER MAIN
45' COMBINATION WYE
C�
�"�18" LG. NIPPLE
LATERAL
& GLUED CAP
WYE C.I. BOX
& COVER
BEDDING
(SEE WS-4)
i-^ TRENCH
WIDTH PLAN
LANDSCAPE
TIMBER
STREET C.I. BOX Ir o }
& COVER
(y W
EXISTING OR PROPOSED
WATER OR GAS MAIN
TRACING WIRE SHALL--�'���
BE STRAPPED TO
SEWER SERVICE WITH
ADHESIVE TAPE AT 12'
INTERVALS AND
EXTENDED A MINIMUM
2' OUTSIDE VALVE BOX
UNDISTURBED ANGLE
TRENCH AS REO'D
WALL
SEWER MAIN
SECTION
a w�
I Z12:tn
2" MIN° 'C w
18" LG. NIPPLE
& GLUED CAP
BEDDING AS SPECIFIED
LATERAL
COMBINATION WYE
..--MAX. 45' LONG
SWEEP AS REQ'D.
-BEDDING
(SEE WS-4)
1. SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN. SEWER SERVICES IN CUL-DE-SACS
ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE
AND TERMINATE AT RIGHT-OF-WAY LINE.
2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP,
WITH PROTECTIVE LINING.
3. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS.
4° FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO MAIN.
5. A MINIMUM PIPING LENGTH OF 1' 6" SHALL BE USED BETWEEN FITTINGS.
01 DETAIL. DETAIL NO,
SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY SHORT -SIDE 236 GOVERNMENT CENTER DRIVE S �yy
WILMINGTONNC 29403
CFPUA DETAIL DATE' , SHEET N0:
SCALE NOT TO SCALE 01/0112022 OFFICE: [phone]
-
Stewardship. Sustainability. Service.
FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
FT' n
3 ;
REV NO.
DESCRIPTION
DATE
REVISIONS
WATER AND SEWER
DETAILS
RIGHT ANGLE
EN011INEEFUNG4 P.C.
212 PRINCESS STREET
WILMINGTON. NC 28401
[phone] FAX [phone] FIRM: C-0829 ,0
DATE:
1/9/23
Scale:
AS SHOWN
Drawn:
NNC
Checked:
WSL
Project No:
MN0122
Sheet No.
D2

18" LG. NIPPLE
& GLUED CAP
SEWER MAIN
45' ELBOW -\
FLOW -SEWER MAIN
45' ELBOW
LATERAL WYE
C.I. BOX BEDDING, LATERAL
s
& C.I. BOx7COVER (SEE WS-4} -
WYE BEDDING COMBINATION > (SEE BEDDING
rc�� wc_al WYE °: _
LANDSCAPE
TIMBER
©z
c1
w 777 �:
r t3
aQa5
I cr N
Q
0
18" LONG NIPPLE
& GLUED CAP
BEDDING AS
SPECIFIED
COMBINATION
WYE
18"—1
PLAN TRENCH
WIDTH
G.I. BOX TRACING WIRE SHALL BE STRAPPED
& COVER TO SEWER SERVICE WITH ADHESIVE
TAPE AT 12" INTERVALS AND
EXTENDED A MINIMUM 2' OUTSIDE VALVE BOX
STREET
r DITCH
UNDISTURBED
<' TRENCH WALL
\,\� �, EXISTING OR
PROPOSED
WATER OR GAS MAIN
24" MIN,
--L— 12" MIN.
J MAX. 45' LONG
LATERAL SWEEP AS REQ'D.-
VARIABLE SLOPE SEWER SERVICE
CONNECTION
Ya" PER FT MIN. SEE S-11
SECTION BEDDING
(SEE WS-4)
b
N GLE
A REQ'D
SEWER
MAIN
NOTES:
1. SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN. SEWER SERVICES IN CUL—DE—SACS
ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE
AND TERMINATE AT RIGHT—OF—WAY LINE.
2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP,
WITH PROTECTIVE LINING.
3. Cl EANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS.
4. MINIMUM V-6" NIPPLE SPACING BETWEEN FITTINGS.
5. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO MAIN,
DETAIL. DFTAIL NO
SEWER SERVICE CONNECTION - UTILITY AUTHORITY CAPE FEAR PUBLIC U S-1
LONG -SIDE 235 GOVERNMENT CENTER DRIVE
WILMINGTON, INC 2$A03
CFPUA DETAIL DATE: SHEET NC,
SCALE' NOT TO SCALE 01l0112022 WWI
OFFICE: [phone] -
Stevuardship. Sustainabildy. Seititce.
�TRENCH_,�
WIDTH
1'-6" MIN. SOLVENT WELD IF
LID CIIT. OR (X") X 45 DEGREE
JxH D1'(V SCH. 40 IPS PVC
FITTING UTLIZING A 6" NIPPLE
6MIN.
DIA.
6" '\j.
BEDDING, AS
SPECIFIED
HLAN
4" OR 6" DIA. X Ya'
BEND MAXIMUM LONG
SWEEP
VARIABLE SLOPE
PER FT MIN,
SEE DETAIL S-10 FOR
SERVICE CONNECTION
UNDISTURBED EARTH — SHAPE TO
PROVIDE UNIFORM BEARING FOR Y4
OF BARREL CIRCUMFERENCE
4" OR 6" DIA. SCH. 40, SOLVENT WELD
'``-MAX. SLOPE TO BE LESS THAN 1:2 WHEN
NECESSARY TO SECURE BEDDING IN
UNDISTURBED EARTH MIN. SLOPE W PER FT.
COMBINATION WYE
MATERIAL TO BE SAME AS THE MAIN
(C-900 OR DIP)
BARREL SIZE TO BE CALLED FOR ON THE
DRAWINGS, OR AS OTHERWISE SPECIFIED
SECTION
NOTES:
1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF DIP, WITH PROTECTIVE LINING.
(,DETAIL '.
DETAIL NO
SEWER SERVICE CONNECTION -
MAIN to LATERAL (LESS THAN 8' DEEP)
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
S-1
CFPUA DETAIL DATE:
SHEET NO:
SCALE: NOT TO SCALE
01101l2022
OFFICE: [phone]
Stewardship. Su3twnabiiity. Service.
� TRENCH_] PLAN
WIDTH
LATERAL
MIN. 4' DEEP
MIN. 5LOPt SEE DETAIL
V-6" MINIMUM, Ya" PER FT. S-10
4' OR 6" DIA. SCH. 40 4" OR 6" DIA, x 45"
SOLVENT WELD BENDS LONG SWEEP (2X)
4" OR 6" DIA.
SCH. 40, SOLVENT WELD
4" OR 6" DIA. x Ya' BEND
6" MIN. LL�L� MAXIMUM LONG SWEEP
4" OR 6" DIA. PIPE OF SUFFICIENT
' LENGTH TO PERMIT PLACEMENT OF
RISER IN UNDISTURBED SOIL AND
TO PROVIDE CONVENIENT LOCATION
OF CLEAN OUT
DIA' COMB. WYE MATERIAL TO BE SAME
6" AS THE MAIN (C-900 OR DIP)
CRUSHED STONE BEDDING, BARREL SIZE TO BE CALLED FOR ON
2' EACH SIDE OF LATERAL PLANS, OR AS OTHERWISE SPECIFIED
SECTION
NOTES:
1. SPECIAL CARE SHALL BE TAKEN DURING BACKFILL OPERATIONS. THE RISER SHALL
BE PLUMB AND TRUE AT ALL TIMES, AND REST ON FIRM, STABLE FOUNDATION.
2. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
3. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF
DIP, WITH PROTECTIVE LINING.
4. 1'-6" MINIMUM NIPPLE SPACING BETWEEN FITTINGS.
DETAIL:
DETAIL NO:
SEWER SERVICECONNECTIONTO
IN
CAPE FEAR PUBLIC UTILITY AUTHORITY
��
LATERAL( THAN 8' DEEP)
235GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
CFPUA DETAIL DATE:
SHEET N0:
SCALE, NOT TO SCALE
OFFICE: [phone]
ulrolrzozz
31evdardship, Sustainability, Service.
AT THE R IN R/W, OR
INSIDE EASEMENT w/
CFPUA APPROVAL
"C/O" SHOWN ON LID
THREADED PLUG W/
2" SQUARE NUT ON CAP-\
GRADE
8" AIR GAP
FEMALE
ADAPTER
ONE PIECE 04
OR 6X6X4
COMBINATION---,
CLEAN
OUT BOX
W/ LID
4„
STACK
PIPE MATERIAL:
SCH. 40,
SOLVENT WELD PVC 1120
ASTM D-1785
LANDSCAPE TIMBER TO
MARK CONNECTION
2'-0"
MIN.
4'-0" MINIMUM DESIGN ENGINEER
TO VERIFY IF SUFFICIENT
FOR EACH SERVICE
FOR LESS THAN 4'-0" DEEP
SPECIAL PRIOR APPROVAL
BY CFPUA IS REQ.'D.
'VARIABLE SLOPE
X" PER FT MIN.
18" LG. NIPPLE
& GLUED CAP
NOTES:
1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY
CORNERS.
DETAIL: DETAIL NO:
SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY ���
TYPICAL CLEAN -OUT 235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON, NO 28403 SHEET NO:
SCALE: NOT TO SCALE OFFICE: (9100332-6560
D1(01/2022
Stewardship, Sustainability. Service.
Kamm
L REVISIONS
FRAME & COVER
MAX. 8" OF BRICK OR
2", 4", 6" PRECAST
LEVELING RINGS
AM V M W
fkq kQ0
SECTION
SIZE VARIES AS
DIRECTED BY CITY
OR NCOOT
EXISTING ASPHALT
EXISTING SUB —BASE
PRECAST ECCENTRIC TOP
DETAIL:
DETAIL NO'.
MANHOLE RIM ADJUSTMENTS
CAPE FEAR PUBLIC UTILITY AUTHORITY
M
S-15
ti7
235 GOVERNMENT CENTER DRIVE
WILMINGTON. NC 28403
CFPUA DETAIL DATE:
SHEET NO:
SCALE: P10T TO SCALE
01101120?_2
OFFICE: 910 332-6560
( }
Stewardship. SLIAainability. Sereace.
FOR REGULATORY REVIEW — NOT FOR CONSTRUCTION
75%o Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
>
Lu
Cr—�
C"J
RI2GHT ANGLE
CMNEEFk1N 3k, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone] FIRM: C-0829
DATE
1 /9/23
Scale:
AS SHOWN
Drawn:
NNC
Checked:
WSL
Project No:
MN0122
Sheet No:
D3