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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
STRUCTURAL DETAILS
S-501
LOCATION MAP
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Reference No. N
G-001
a
INDEX: 1 OF 6
ME
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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EXIST. FLOA'
DOCK, SEE NC
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OUTSID
BARGE
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GUIDE PILE, TYP, SEE
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' EXISTING CROP
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EXIST. CON(
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SEE NOTE 2
GUIDE PILE SCHEDULE
PROVIDED
PILE CUT-OFF
ESTIMATED PILE
BID
DRIVEN PILE
PILE
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
62.0
3
20" 0 x5/8" WT
+23.0
-39.0
62.0
4
20" 0 x5/8" WT
+23.0
-39.0
62.0
5
20" 0 x5/8" WT
+23.0
-39.0
62.0
6
20"0 x5/8" WT
+23.0
-39.0
62.0
7
20" 0 x5/8" WT
+23.0
-39.0
1 62.0
B1 SITE PLAN
S-101 SCALE: 1 "=10'
0
W
0
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.
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
Reference No.
S-101
INDEX: 5 OF 6
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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IC
3 1 4 5
PILE CAP
TOP OF PILE
EL +23.0
EL + 21.0 (APPLICATION OF LATERAL LOAD)
CL GUIDE PILE
EL +16.0 (APPLICATION OF HEALING MOMENT)
p 100YR EL +15.0 NAVD88
20" 0 x 5/8" W.T. COATED
STEEL PIPE GUIDE PILE
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Sheet
Reference No.
S-501
INDEX: 6 OF 6

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T.O. High Roof Steel
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12' - 8 1 /4" V
T.O. LVL 2 STDL
12'�3"
Z
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0'- 5 1/2"
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(EXISTING TO REMAIN)
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ASSOCIATES, INC. DATED
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RHINOFLEX PIPING
FROM TRANSITION MANHOLE
TO BARGE THROUGH HULL
CONNECTION
TRANSITION
MANHOLE
NEW 4" FIRE LINE
SCH40 PVC FROM
-EX. SPRINKLER RISER
I ROOM TO TRANSITION
MANHOLE.
N /F
ZP NO 351, LLC
TRACT A—i`
MB 69, PG 256
DB 6537, PG 928
PARID: R05714-006-002-000
Alrw 7" nn1u rziu` WATER I IMIr
37
14-000
THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE PJB......... POWER JUNCTION BOX / ,
DESIGNATED AND OBSERVED APRIL 5, 2022.
CONC.....CONCRETE \
1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE TYP......... TYPICAL
LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PM ........... POWER METER A
PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP \
ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT T TELEPHONE PEDESTAL \
GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH J /
AS UTILITIES; TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER r- \A
TELEVISION PEDESTAL
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT / \
WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE 0 WATER METER / \
EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE WATER VALVE /
SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES:
POWER TRANSFORMER j
2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN (D UTILITY OTHER LOCATED OBJECT \
ACCORDANCE WITH QUALITY LEVEL "B/C" SUBSURFACE UTILITY
FIRE HYDRANT
ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT i f
GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT ``a, UTILITY POLE `I
MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD EIR (EXISTING IRON ROD)
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL t
UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN NIP j
THE SUE LIMITS.
— W-- — U/G WATER LOS B
3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S W U/G WATER LOS D /
RESPONSIBILITY TO CONTACT "ONE —CALL" PRIOR TO PERFORMING —P— — U/G POWER LOS B /
CONSTRUCTION OR EXCAVATION OPERATIONS. P U/G POWER LOS D
—TV— — U/G TELEVISION LOS B /( /
4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT TV - U/G TELEVISION LOS D
PROVIDED FOR OUR USE. SUE DESIGNATIONS WERE PERFORMED - T— ___ U/G TELEPHONE LOS C /
WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS. — UNK — — U/G UNKNOWN
— — — — -- AREA OUTLINE /
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DOMESTIC
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TER PER
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f
.�' x8" TAPPING SLEEVE
ND VALVE
f ON EX WB WATER MAIN
NEW SEWER SERVICE
FR EX. MH TO R/W J
S 40 PVC "t<
SANITARY SEWER \� \
MANHOLE /
RIM= 5.00\ / `
INV.= 1.63 /
GRAPHIC SCALE
0 5
( IN FEET )
1 inch = 10 ft.
FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSMLLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
UTILITY
PLAN
RIGHT ANGLE
QINEEFUNQ, P.C.
212 PRINCESS STREET
&MINGTON, NC 28401
[phone] FAX [phone] FIRM: C-0829
DATE:
1 /12/23
Scale:
1 "=10'
Drawn:
NNC
Checked:
WSL
Project No:
MN0122
Sheet No:
C1

NOTE: FLOATS NOT SHOWN, PUMPS SHIPPED
SEPARATELY TO PREVENT SYSTEM DAMAGE.
Custom items are non -cancelable once order is
placed, 100% restocking fee applies,
ISD34-3-191-5
INTRINSICALLY SAFE
DUPLEX ALTERNATING
PANEL
Ll AING CHAIN
INCLUDED
NOT SHOWN
TANK
STAINLESS STEEL 3 FLUA I
QUICK TREE
I(2X) 2" THREADED
13 5/8 ELECTRICAL
BULKHEAD
if
4 "
I N Uff RHGM
SS
UNMOUNTED
(2X) 1-1 /4" STAINLESS
STEEL GUIDE RAIL
SUPPORT
(2X) LIBERTY XLSG204M-2
208V 2HP 3PH EXPLOSION
PROOF GRINDER PUMPS
_
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): +/- 1'
APPLICATION I DO NOT SCALE DRAWING
a1d7"
EPS100868
42X48 DUPLEX
XLSG204M-2
1-1/4 PVC
_ VALVE
PVC PIPE
SCH80
'C TEE
/4" SCH80
OW
1 JJ bAN
GUIDE RAIL CROSS
SUPPORT
048"
EL BLANK
COVER 2" N P T FEMALE
THREADED DISCHARG
COUPLING
12"
DISCHARGE
DEPTH
I
14CK_VVNEPS"
1-1 /4" SCH80
PVC PIPE
(2X) LIBERTY PUMPS
GR20NS GUIDE RAIL
BASE
048"
FIBERGLASS
ANTI —FLOAT
SCALE 141 F-P,�innRrR
LEGEND
53
MZ
A DATE: 1 /5/2023'
=LEQ+4 t DRWN. R.CLARK ISHET 1 IF 1
t
t
a
\
`
`
t
12'-5 1 /2"
OPENING
EIP......... EXISTING IRON PIPE
PKF........ PK NAIL FOUND
U/G UNDERGROUND
~
.........
EOI......... END OF INFORMATION
1
�
�
EORI....... END OF RECORD INFORMATION
UNK .......UNKNOWN
/
SUE NOTES:
FDC ........FIRE PROTECTION
THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE
PJB......... POWER JUNCTION BOX
DESIGNATED AND OBSERVED APRIL 5, 2022.
CONC..... CONCRETE
�
" � -`
FOR
1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
TYP......... TYPICAL
- � -
_ _ - - _ -
LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES,
PM ........... POWER METER
PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP
ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT
0 TELEPHONE PEDESTAL
GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH
AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER
TELEVISION PEDESTAL
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
O WATER METERT
o
WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED, NO EXCAVATIONS WERE MADE BY THE
(9 WATER VALVECq
GRAPHIC SCALE
1
L
2
SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.
® POWER TRANSFORMER
e o a
e
"�
WRIGHTSVIL
2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN
"B/C"
O UTILITY OTHER LOCATED OBJECT
_�
ACCORDANCE WITH QUALITY LEVEL SUBSURFACE UTILITY
FIRE HYDRANT
( IN FEET
ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT
GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT
r..; UTILITY POLE
1 Inch = 6 ft.
MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD
EIR (EXISTING IRON ROD)
NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL
UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN
C NIP
THE SUE LIMITS.
- ---- — W— — U/G WATER LDS B
W - U/G WATER LOS D
3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S
®p � � U/G POWER LOS B
6
RESPONSIBILITY TO CONTACT "ONE --CALL" PRIOR TO PERFORMING
p U/G POWER LOS
CONSTRUCTION OR EXCAVATION OPERATIONS.
—TV— — ®--- U/G TELEVISION LOS B
4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT
TV U/G TELEVISION LOS D
Q
PROVIDED FOR OUR USE, SUE DESIGNATIONS WERE PERFORMED
— T — U/G TELEPHONE LOS C
WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS.
— UNK — — U/G UNKNOWN
— -- — AREA OUTLINE
REV NO. DESCRIPTION
DATE
REVISIONS
%t �ommodcc Ctivt� i�
— Ne, pa ire cl 2-5
?a ojr1 a -F 10

METER SETTER
WITH STAINLESS
STEEL STIFFENERS 5/8"x3/4" METER
OR 1" METER
Z
¢ SINGLE METER BOX
1" LINE
SINGLE
SERVICE
--4
CURB STOP 18"
MAX. 3" FROM I
CORPORATION STOP SETTER r
WITH STAINLESS 3
STEEL STIFFENERS
PLAN 1
METER SETTER
PAVED METER BOX
STREET
EXISTING
GRADE
BEDDING, s" MIN.
9MAX.
AS SPECIFIED - - - -
CURB STOP SERVICE LINE, BY
CUSTOMER
30 ... fn 3" CLEAN FILL ALL AROUND LINE
1" SERVICE LINE. CTS-PE TUBING,
WATER MAIN SDR 9 ASTM D2737 (TYP.)
CORPORATION STOP (SEE ABOVE)
SECTION
NO NONQES.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 tar-'1
TYPICAL SHORT-SIDECONNCCTION 235 GOVERNMENT CENTER DRIVE YY
CFPUA GETAIL DATE. WILMINGTON, NO 28403 SHEET NO.
SCALE NOT TO SCALE 01/0NMI OFFICE::(910)3.32-656D
1/2022
Stewardship. Sustainability. Service.
FINAL GRADE /-FINAL GRADE
TI
f
t.UYLM
GREATER
,�
COVER
CL
j
BETWEEN
THAN OR
6- 12 FT.
EQUAL TO 12 FT.
6„ MIN.
6" MIN.
..._
CL II
'
SEWER O. D.
CL I
SEWER Q.Q.
+
WATER O.D.
FORCE MAIN O.D.
CL r
4" MIN.
4" MIN.
1/2-
TYPE
A
TYPE B O.D.
FINAL GRADE
R..n_ f I '-Cxs�rrscaS
FINAL GRADE
l h
COVER ' COVER
BETWEEN BETWEEN
3-6 FT. 3-6 FT,
6" MIN. 3' MIN.
SEWER O.D.
CL II/I1I , f, f SERVICE LINES O.D.
+ WATER O.D. CL L/11 +` \ (1"-4" NOMINAL)
FORCE MAIN O.D.
CL 1 4 MIN. ` ' \ 3" MIN.
TYPE S -T
TYPE C O.D.
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: �DE�TTAIIIL NO:
PIPE EM1AEEDNIENT TYPES CAPE FEAR PUBLIC UTILITY AUTHORITY Y Y S-4
235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON, NO 28403 SHEET NO'.
SCALE: NOT TO SCALE ovav2022 OFFICE: [phone]
Stewardship. Suslainability. Service.
18"
METER SETTER WITH
STAINLESS STEEL
STIFFENERS
1
I _
CURB STOP
1
SINGLE METER BOX
5/8"x3/4" METER
1
OR 1" METER
1�
�Z
'
©5; 5' MIN.
I 9" MAX.
(TYP.)
EXISTING CS 'Ww
w a
GRADE
36" MIN.
CURB STOP
t
1" LINE
SINGLE SERVICE
CORPORATION STOP
WITH STAINLESS
STEEL STIFFENERS.
PLAN VIEW
DITCH-' 1" SERVICE]
LINE, BORED
AS REQUIRED
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 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 YYYY LL
WILMINGTON, NO 26403
CFPUA DETAIL DATE � SHEET PJO.
SCALE: NOT TO SCALE -
0110112022
Stewardship.5ustai abilty,Servlee OFFICE: [phone]
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
jLINE ON COLLAR
1 -SCREW TYPE
VALVE BOX W/LID
fi
DETECTION TAPE
TRACER WIRE
M.J. GATE VALVE
NOTES:
1. TRACER WIRE 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: GE`� L '1C
VALVE DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY � WS5
235GOVERNMENT CENTER DRIVE Y Y ��77
CFPUA DETAIL DATE: VJILMINGTON, NO 26403 SH',EE- 1.-'
SCALE: NOT TO SCALE 01101 f2022 OFFICE: [phone] -
Ste•:ardship. Suslainability. Service.
PRECAST CONC.
METER VAULT
I --5' MIN. DIP
6" BASE
`#57 STONE "-SOLID BASE
METER VAULT SECTION A -A
DOOR FRAME
DRAIN 8
i"
5' MIN. DIP-]
]
GATE VALVE W/ HAND
STRAINER BASKET ASSEMBLY
WHEEL, TYP. OF 3
IF A 4x3 REDUCER IS
WATER METER WITH CELLULAR ENDPOINT
REQUIRED IT MUST BE
INSTALLED INSIDE THE
UNIFIT WIDE RANGE ADAPTER
METER VAULT
6' MIN. ON ALL
FLANGES FROM WALLS
A 8" MIN.
_
--I * F� A
UPSTREAM
I -
_T
WA FLOW--�.- 24 DOWNSTREAM
ALUM. DOOR & FRAME W/ STAINLESS
18" MIN. STEEL SLAM LOCK
' NOTES:. DDO 1OR OPENING MUST CLEAR ALL
` COMPONENTS.
PRECAST CONC.
2. MUST MEET H2O LOADING REQUIRED
METER VAULT
BYPASS UNIFIT WIDE 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
A 12- o/c ANCHORED TO THE
3" a"
METER VAULT PLAN WALL.
4" 4"
REFER TO MSM FOR SPECIFICATIONS RELATED TO
6" 4"
WATER METER, STRAINER AND CELLULAR ENDPOINT
8" 4"
* UNFIT WIDE RANGE ADAPTER IS BOLTED
1W. 6'
DIRECTLY TO METER, ONLY ONE PExFLG
PIECE THAT IS 3 TIMES THE PIPE DIAMETER.
12" 8"
DETAIL
,,
DETAIL NO'.
E - R PUBLIC UTILITY AUTHORITY
COMMERCIAL WATER SERVICE CAPE FEAR
i�
q
W-4-
3.INCH AND LARGER METERS
DRIVE
235 GOVERNMENT CENTER DR Y
CFPUA. DETAIL DATE � WILMINGTON, NO 28403
OFFICE: [phone]
SHEET NO:
SCALE'. NOT TO SCALE 01l61l2022
Stewardshi-. S sla rabll.,.. service.
EXISTING GRADE
TRACER WIRE SHALL PENETRATE
VALVE BOX (MAX, HOLE SIZE I")
APPROXIMATELY 6" BELOW GRADE
WITH MIN. 2' EXTRA LENGTH COILED IN
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
/r `'-WATER MAIN/ LDUCTILE 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
i 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 WARE SHALL BE MADE WITH 3M DBR DIRECT BURY SPLICE KITS.
07TAI1_
DETAIL NO'.
TRACER WIRE DETAIL
GAPE FEAR PUBLIC UTILITY AUTHORITY
�/��S -V �+
YY
2�L5 GOVERNMENT CENTER DRIVE
WILMINGTON, NO 28403
OFFICE: [phone]
SCALE '-,_ TO SCALE
C=FJA GETAIL CA-E
SHEET NO:
�= .--
SEE
NOTE 8
i
DI FLANGE
CONNECTIONS
ONLY
90,
ELBOW
1' MIN,/
18" MAX. PUMPING AND HOSE FIRE HYDRANT
CONNECTION EQUAL TO CFPUA
STANDARD WITH 5" STORZ
CONNECTION FACING ROADWAY
BREAK RING,
2 MIN./6" MAX.
ABOVE FINISHED GRADE
24"x 24%4"
COMPACTED THICK CONCRETE
BACK FILL COLLAR
SCREW TYPE VALVE
BOX W/LID, LID
MARKED "WATER"
MINIMUM DEPTH 6" M.J. GATE VALVE
E(SEE NOTE 4)
(OPEN LEFT)
NOTE b SEE NOTE 3
3' MIN. VARIES.
01 PIPE
FIELD APPLIED JOINT RESTRAINT
(SEE NOTE 1) X"x6.
57 STONE FILL 7 CF MIN.) MJ TEE
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 WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
B. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5' IN DEPTH OR GREATER.
DETAIL DETAIL NC:
FIRE HYDRANT ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY e�
M23 GOVERNMENT CENTER DRIV -j5YY C
WILMINGTON NO 26403
CFPUA DETAIL DATE SHEET NO
SCALE: NOT TO SCALE 01101l2422 OFFICE: [phone] _
Stewardship. Sustainability. Service,
CONCRETE THRUST-'
AREA AS REQUIRED
FOR 150 PSI
BOND BREAK
WITH 10 MIL.
PLASTIC OR 15
LB. ASPHALTIC
FELT
4
TEST PORT
r-GATE/TAPPING VALVE
TOP VIEW
TAPPING SLEEVE
SIDE VIEW
VALVE
r-MJ FITTING
NOTES
:
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:
0
D=TI L'd^
TAPPING SLEEVE AND VALVE ASSEMBLY
t4".24„I
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, INC 28403
OFFICE: l910)332-6560
SMI
�� 11111.1 OBI k/. �7'_I Y.)Ill:j ­ , I._
es+
WS-9 7
SCALE: NOT TO SCALE
CFPUA DETAIL DATE
01 ra 1 rzu22
Z
R/W
-PUBLIC I PRIVA'
ws-s (TYP)I
VALVE BOX WLABELED
WATER` (TYPICAL) 1`
II II II II II II
�qi/,t777 , SM ZIA
f THREADE
R
TAP
MAI IC FIR As REQUIRED
17,
2" SQUARE MJ GATE I
OPERATING VALVE
NUT GATE
S-0' VALVE (TYP) DI OR C900
MAX.
FABRICATED STAINLESS
STEEL TAPPING SLEEVE
OR MJ CUT --IN SLEEVE
AND TEE
SEE WS-9
DI E4119N'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 15
NOT REQUIRED.
GETAIL: L DETAINO:
FIRE MAIN CONNECTION CAPE FEAR PUBLIC UTILITY AUTHORITY Y Y �O
235 GOVERNMENT CENTER DRIVE YV
WILMINGTON, NO 28403
CFPUA DETAIL DATE SHEET NO:
SCALE; NOT TO SCALE
OFFICE: [phone]
Otl012022
Stewardship. Su t inability. Service.
GATE VALVES REQUIRED ON
EACH SIDE OF THE CROSSING.
NO SERVICES ARE PERMITTED
BETWEEN THE VALVES.
SEE STORM ( '' 3' MIN.
NOTE - -DRAIN MAX
I
D.I.P. OR C900
(TYP-)
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.
!a. 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.
d. 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.
DETA.L
DETAIL NO:
PRESSURE MAIN DITCH AND
CAPE FEAR PUBLIC UTILITY AUTHORITY
YPS 10
C
STORM DRAIN DITCH .,rROSSIh1G-GF
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 29403
C=PUA GETAD_ D:+.TE
SHEET NO:
SCALE: NO �. r TO SCALE
OFFICE:[phone]
01J011207=
Stewardship_ S�stalnahility. Service_
FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
o
o
MONTEITH CONSTRUCTION
'DATE
/9/23
57
COMMODORE CLUB
Stole:
p,
AS SHOWN
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
prawn:
NNC
Checked:
WATER DETAD
w SL
Project No:
MN0122
RIGHT ANGLE
ENG ANEERINGI, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone] FIRM: C-0829�
Sheet No:
D1

ar
B ¢5"
# * EXISTING 3"
B MIN
GROUND
18" MIN.
10" do SMALLER PIPE A A
SECTION X :K
BENDS &TEES PLAN BENDS
MIN.
A I A
X
PLAN TEES
1 THRUST 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,
DETAIL:
THRUST BLOCK
CFPUA DETAIL DATE:
SCALE: NG-1TO SCALE 01101I2022
DETAIL NO,
CAPE FEAR PUBLIC UTILITY AUTHORITY
235GOVERNMENT CENTER DRIVE
YY67 �7
W S-1 3
WILMINGTON, NO 28403
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
AREAS. FINISHED GRADE
BRICK OR
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
STAINLESS STEEL STRAPS &
(��P ANCHORS (TO BE SPACED 0
60" BETWEEN STRAPS). SEE
3'-0' S-6 FOR "STRAP DETAIL"
MINIMUM
-
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
PLACE THE LOWER BEND AT
Y4. BEND ELEVATION SHOWN ON
4 THE DIA DRAWINGS. END OF DROP PIPE
OF LARGEST SHALL BE GROUTED INTO
SEWER PIPE BENCH AND CUT AT ANGLE OF
BENCH. END OF DROP SHALL
NOT PROTRUDE INTO FLOW
NON -SHRINK R , CHANNEL.
GROUT FLEXIBLE ✓ / 3,000 PSI CONCRETE 28
JOINT 'WRAP ��; ., �i,?I>�/ti ��%``rr�/\�1 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
el DETAIL. DETAIL %0:
DROP MANHOLE SECTION
CAPE FEAR PUBLIC UTILITY AUTHORITY S-3
236 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON, NC 2840S SHEET NO.
SCAL E. NC T TO SCALE Owl
OFFICE: [phone]
01 l01 /2022
Stewardship. Sustainability. Service.
GAPE FEAR 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 18" 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. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 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 1IT 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.
DETAIL, DETAIL NO.
STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY W���
FC=norP_ankra-Forn __Ts} 235 GOVERNMENT CENTER DRIVE Y9
WILMINGTON, NC 28408
CFPUA, DETAIL DATE:0=1 SHEET NO:
SCALE: NOT TO SCALE 01101M22 OFFICE: [phone]
Stewardship. Sustainability. Servire.
1/4" NON -CORROSIVE
MESH INSECT SCREEN -
EXTEND VENT 2'-0" AE
100 YEAR FLOOD ELEV.
Y4' x 2" 316 SST STRAPS
2'-0" C.C. FROM BOTTOM.
2-,Y4" x 3' SST ANCHOR
BOLTS PER STRAP
1 1'-0"
FILL PIPE WITH T-
TYPE "S" MORTAR
4" DIAMETER SCH.
40 ALUMINUM PIPE
OR STAINLESS STEEL
NOTES:
1. ALTERNATIVE VENTING METHODS AS APPROVED BY CFPUA ARE REQUIRED AT
RESIDENTIAL LOCATIONS.
2. VENT MANHOLES SHALL BE PLACED AT PROPERTY CORNERS.
-ETAIL
DETAIL NO:
STANDARD VENT MANHOLE SECTION
CAPE FEAR PUBLIC UTILITY AUTHORITY
C -4
a
235 GOVERNMENT CENTER DRIVE
_FFU4 DETAIL DATE:
WILMINGTON, NC 284U3
OFFICE:[phone]
SHEET NO:
SCALE: NOT TO SCALE
-.11'020220=11
'�
Steroardship. Sustainability. Servlca
R/W
ASSE 1060 STANDARD PRIVATE I
PROTECTIVE ENCLOSURE "" I
I
12" MIN. I
FROM
ANY I
WALL I
� � 1
I
M 12" IN.
SUPPORT 60" MAX.
DIRECTION OF FLOW "N NIP
OUTDOOP INSTALLATION
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 C RA-2
Im 235 GOVERNMENT CENTER DRIVE C1IYY11
CFPUA DETAIL DATE'. WILMINGTON, NC 280M
OFFICE;[phone] SHEET NC -
SCALE:
hJOTTOSCALE 01,1012022 0=1
Stewardship. Fuslairabdity. 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
' I I
m I / �4' PIPE DIA,
SMOOTH, LONG SECTION A -A
+ RADIUS BENDS
's NO JOINTS FOR PIPE
WILL BE ALLOWED IN
WALL SECTICN
DETAIL
-ETAIL NO:
MANHOLE FLOOR PLAN
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
a7
S-5
SCALE: NOT TO SCALE
CFPJ.� --ETAIL DATE:
0=1
YA LMI NGTON NC 28403
OFFICE:(9101332-55,30
SHEET NG
1 c:: . Sostainab ry
S;r.i_.e.
R/W
PUBLIC `PRIVATE
WS-5 (TYP)
VALVE BOX W/UD LABELED I
"WATER" (TYPICAL) I
I F I'-G"] -4
REDUCER &
} THREADED TAP
FIRE \ AS REQUIRED
2" SQUARE MJ CATE I
OPERATING VALVE
NUT GATE
3'-0" VALVE (TYP) DI OR C90G
MAX.
FABRICATED STAINLESS
STEEL TAPPING SLEEVE
OR MJ CUT -IN SLEEVE
AND TEE
SEE WS-9
IMIIIIi OF FIDW 100
OUTDOOR INSTALLATION.
PRIVATE FIRE MAIN
(SIZE VARIES)
NOTES:
1- A GATE VALVE IS REQUIRED AT THE CFPUA FIRE MAIN TAN 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 I ime DETAIL NO.
FIRE MAIN CONNECTION CAPE FEAR PUBLIC UTILITY AUTHORITY W-LI n
235 GOVERNMENT CENTER DRIVE LJ
WILMINGTON, NO 28403
CFPUADETAILDATE SHEE7NO
SCALE: NOT TO SCALE 01l01C'022 OFFICE; 491 D) 332-6560
Stewardship. Sustainability, Service.
VOID IN MANHOLE
BOOT TO BE FILLED
WITH S TYPE MORTAR
Av,
IINFLUENT
PIPE
LCW
FI
f.
SHAPE INVERT
WEDGE ANCHORS
G
SST LOCKING
-'
NUT/WASHER
G
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
DE`411- NC
DROP MANHOLE FLOOR PLAN
CAPE FEAR PUBLIC UTILITY AUTHORITY
;S. 6
AND STRAP DETAIL
235 GOVERNMENT CENTER DRIVE
CFPUADETAIL DATE
WILMINGTON. NC 234D3
OFFICE: 010)332-6560
SHII C.
SCALE: NOT TO SCALE 01lC1/2022
"
ate+Hardship. Sustainability. Service.
z
®
Lu
C3
N
�
o
Z
U
0
REV NO. DESCRIPTION _ DATE
REVISIONS
Wr�\, `�C� S v A `iii
'I Commodo�C
OTHER
MANHOLE INSERT WHERE
AT GRADE OR IN PAVEMENT
TYPE S MORTAR
FINISHED GRADE ­,,
BRICK OR INTERNAL LINING SYSTEM
PRECAST LEVELING 24�:
RINGS (8" MAXIMUM)
5" MIN. WALL THICKNESS "I-� PRE CAST ECCENTRIC TOP
MH STEP
FOR 4' DIA. BARREL (TYP} GROUT INSIDE & OUTSIDE
6" MIN. WALL THICKNEss-i WITH APPROVED
FOR 5' DIA. BARREL NON -SHRINKING GROUT
VON -SHRINK
GROUT OR
FLEXIBLE
JOINT WRAP
(EXTERIOR)
NON
GIRD
FLEXIBLE4
(INT
JOINT SEAL
TYPICAL FOR
ALL JOINTS
MANHOLE IN ACCORDANCI
WITH ASTM C478
'PRECAST BARREL SECTIO
{4' LENGTH MAX.)
/✓ 6" EXT. BASE FOR 4'
DIA. MH; 8" EXT.
BASE FOR 5' DIA.
r 1 , AND 17FE _�-. MH, MONOLITHICALLY
SLOPE=1"/FT MORTAR SLIDE CAST WITH BASE
�- SECTION. EXTENDED
BASE NOT REO'D FOR
�4 THE DIA. ! j MANHOLES LESS
OF LARGEST �1 THAN 8' DEEP
SEWER PIPE. 6" MIN.
a
3" MIN.
r " 3,000 PSI CONCRETE
COMPACTED SUBGRADE 6" MIN. STONE 28 DAY STRENGTH FOR
NOTES: 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 CF 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 t�
�i -1
ECCENTRIC CONE
235C,OVERNMENTCENTER DRIVE ,
CFPUA DETAIL DATE, WILMINGTON, NC 28463 SHEET NO:
SCALE'. NOT TO SCALE 01 f0112022 OFFICE: (910)3.32-&560
Stewardship. Sustainability. Service.
FLOW
SEWER MAIN
45' COMBINATION WYE
�� I
18" LG. NIPPLE
& GLUED CAP
LATERAL
WYE C.I. BOX
& COVER
BEDDING
(SEE WS-4)
TRENCH
WIDTH PLAN
LANDSCAPE
TIMBER
STREET Of /
C.I. BOX 10
& COVER 1
„
N LJ
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 or
WALL
SEWER MAIN
SECTION
L7
/r�//i/,4 l' o o v M
Zmr(n
�V)o
2" MIN.
18" LG. NIPPLE
& GLUED CAP
BEDDING AS SPECIFIED
LATERAL
COMBINATION WYE
..--MAX. 45' LONG
SWEEP AS REIM
`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,
NTH 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.
DETAIL:
DETAIL NO'.
SEWER SERVICE CONNECTION -
CAPE FEAR PUBLIC UTILITY AUTHORITY
9
SHORT -SIDE
236 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE
WILMINGTON, NO 28403
0=11
SHEET NO'
SCALE: NOT TO SCALE
OFFICE: [phone].
01101l2022
_
Stewardship, Suss ainability. Service
FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION
COMMODORE CLUB
WRIGHTSMLLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
WATER AND SEWER
DETAILS
RIGHT ANGLE
ENCWNEERIN 3, P.C-
212 PRINCESS STREET
WILMINGTON, INC 28401
[phone] FAX [phone] FIRM: C-0829
DATE:
1 /9/23
Scale:
AS SHOWN
Drawn:
NNC
Checked:
WSL
Project No:
MN 0122
Sheet No:
D2

18" LG. NIPPLE SEWER MAIN
& GLUED CAP
45' ELBOW -\
LATERAL -/
C.I. BOXJ BEDDING
& COVER (SEE WS-4)
PLAN TRENCH
LANDSCAPE
WIDTH
TIMBER
C.I. BOX TRACING WIRE SHALL BE STRAPPED
& COVER TO SEWER SERVICE WITH ADHESIVE
_
TAPE AT 12" INTERVALS AND
C, z
EXTENDED A MINIMUM 2' OUTSIDE VALVE BOX
STREET
DITCH
-�
--
La
UNDISTURBED f'
o
TRENCH WALL
C)
f EXISTING OR
ti
PROPOSED
N
WATEROR GAS MAIN
Q v
24" MIN.
MIN.
GLUED CAP-' 1
MAX, 45' LONG
BEDDING AS LATERAL
SWEEP AS REQ'D.-
SPECIFIED
SEWER SERVICE
COMBINATION VARIABLE SLOPE
A" PER FT MIN.
CONNECTION
WYE
SEE S-11
SECTION BEDDING
(SEE WS-4)
NGLE
A REQ'D
SEWER
MAIN
NO7E5:
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. MINIMUM V-6" NIPPLE SPACING BETWEEN FITTINGS.
5. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO MAIN,
DETAIL DETAIL NO'
SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY LONG -SIDE 235 GOVERNMENT CENTER DRIVE S-1 0
WILMINGTON, INC 28403
CFPUA DETAIL DATE: SHEET NO
SCALE: NOTTC SCALE alrolnozz OFFICE:[phone] —
Stewardship. Sustainability. Sennce.
OW I -SEWER MAIN
AI LATERAL
WYE BEDDING
(SEE WS-4)
TRENCH ____I PLAN
WIDTH
V-6" MIN. SOLVENT WELD IF 4" OR 6" DIA. X )6'
LD COT OR (X") X 45 DEGREE SENDMAXIMUMLONG
. _ YfV SCH, 40 IFS PVC VARIABLE SLOPE
FITf1NG UTLIZING A 6" NIPPLE
PER FT MIN, SEE DETAILS—
10 FOR
SERVICE CONNECTION
6" MIN.
UNDISTURBED EARTH — SHAPE TO
PROVIDE UNIFORM BEARING FOR Y4
/ OF BARREL CIRCUMFERENCE
12" r`. 2 4" OR B" DIA. SCH. 40, SOLVENT WELD
1
%f` I ; f�`v MAX. SLOPE TO BE LESS THAN 1:2 WHEN
DIA. j { \f NECESSARY TO SECURE BEDDING IN
UNDISTURBED EARTH MIN. SLOPE Y4' PER FT.
8 ,� :' `�% COMBINATION WYE
MATERIAL TO BE SAME AS THE MAIN
(C-900 OR DIP)
BEDDINGAS BARREL SIZE TO BE CALLED FOR ON THE
SPECIFIED 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
S-11
SCALE: NOT TO SCA'`E
=PUA DETAIL DATE:
0110102022
WILMINGTON, NC 28403
OFFICE:[phone]
SHEET NO:
—
Stewardship. Sustainability. Seimm
COMBINATION
WYE
FLOW
SEWER MAIN
45` ELBOW
BEDDING LLATERAL
(SEE WS-4)
I__TRENCH__I PLAN
WIDTH
` 744
MIN. 4' DEEP
MIN, 5LOPt SEE DETAIL
V-B" 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 V BEND
6" MIN. MAXIMUM LONG SWEEP
4 OR 6" DIA, PIPE OF SUFFICIENT
1 LENGTH TO PERMIT PLACEMENT OF
RISER IN UNDISTURBED SOIL AND
((� TO PROVIDE CONVENIENT LOCATION
l)�J OF CLEAN OUT
DIA' COMB. WYE MATERIAL TO BE SAME
B" 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. V-6" MINIMUM NIPPLE SPACING BETWEEN FITTINGS.
DETAIL: DETAIL NO'
SEWER SERVICE
CONNECTION
CTIOOHAN 8' M 114TO CAPE FEAR PUBLIC UTILITY AUTHORITYLATERAL -1 2
235GOVERNNIENT CENTER DRIVE
r
ADETAIL DATE: 'NILMINGTON, NC 28403 HEET NOSCALE: NOT TO SCALE01101/2022 OFFICE: [phone]
—
Steward# ip: 5us:a nadlly. 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
AV 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 NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY S-1 S
235 GOVERNMENT CENTER DRIVE
W I I I NGTON, NC 28+N)3
S EET h10:
OFFICE: [phone] —
Stewardship. Sustainability. Service.
0
z
>
M
M
N
aq
Z
O
0
z
0LIJ_
5
r
FRAME & COVER
MAX. 8" OF BRICK OR
2'. 4", 6" PRECAST
LEVELING RINGS
VftVU! I112023
SECTION
SIZE VARIES AS
DIRECTED BY C TY
OR NCOOT
EXISTNG ASPHALT
EXIS—ING SUB -BASE
;AST -ECCENTRIC TOD
DETAIL I
DETAIL NO
MANHOLE RIM ADJUSTMENTS CAPE FEAR PUBLIC UTILITY AUTHORITY ti7-15
235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO:
SCALE: NOT TO SCALE 01 l01 /''022 � OFFICE: [phone] -
Stewardship. Sustainability: Service.
FOR REGULATORY REVIEW — NOT FOR CONSTRUCTION
75% Design Development
MONTEITH CONSTRUCTION DATE:
1 /9/23
COMMODORE CLUB Scale:
AS SHOWN
WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA
Drawn
RIGHT ANGLE
ENGdNEERING4 P.C.
212 PRINCESS STREET
MLMINGTON, NC 28401
[phone] FAX [phone] FIRM: C-0829
l`1,0
Checked:
WSL
Project No:
MN0122
Meet No:
D3