SW8090119_APPROVED PLANS_20090216 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 001> l 1 0%
DOC TYPE
❑ CURRENT PERMIT
lil APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2D00%02lto
YYYYMMDD

LINTY OF BRUN
_--SLICK
r,
VICINITY MAP
(Not to Scale)
OWNER CALABASH WASTEWATER COLLECTION SYSTEM E
JERKY PIERCE
BRUNSWICK COUNTY
PO BOX 249
BUILDING G 20 REFERENDUM DRIVE
BOLIVIA, NC 28422
PHONE [phone]
FAX [phone]
DESIGNER
G. ERIC WILLIAMS, PE
HDR ENGINEERING INC. OF THE CAROLINAS
1780-2 CHANDLERS LANE
SUNSET BEACH, NC 28468
PHONE [phone]
FAX [phone]
CA
0
r
ICK
NUMBER DATE BY
1 12/2008 GEW I REGULATORY SUBMITTAL
4
a
N
0
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0
m
APPROVAL STATUS
❑ YES ❑ NO ❑ N/A
$
❑ YES ❑ NO ❑ N/A
(
❑ YES ❑ NO ❑ N/A
3
g
LOCATION MAP
(Not to Scale)
XPANSION
TYPE OF WORK:
THE WORK INCLUDES CONSTRUCTION OF APPROXIMATELY 58,000 LINEAR FEET OF 8" GRAVITY SEWER, 6" FORCEMAIN,
1 t1/2 TO 4" LOW PRESSURE SEWERS, MANHOLES, GRINDER PUMPS AND OTHER APPURTENANCES. THE PROJECT ALSO
INCLUDES 2 NEW REGIONAL PUMPING STATIONS AND MODIFICATIONS TO ONE EXISTING PUMPING STATION. THIS WORK
IS BEING PERFORMED IN ACCORDANCE WITH THE BRUNSWICK COUNTY CALABASH WASTEWATER COLLECTIONT SYSTEM
EXPANSION PROJECT.
DATE:
12/2008
SUBMITTAL:
REGULATORY
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APPROVED
NORTH CAR i,WA MENTAL
MAN,
ENT NM?AL
DIVISION OF WATER QUAD
F�b�ua. y I L,
JAN 1 3 2009
CIVIL
STRUCTURAL
ELECTRICAL
"ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATIONS AND DETAILS"
I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of TECH: ROBERTBLANTON
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
m understanding that reviews and approvals b Brunswick Count personnel do not imply that Brunswick Count personnel DES: G. ERIc WILLIAMS, PE
Y g PP Y YP PY Y
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that C1 JACK MILLER, PE
— Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with PROJECT NO.
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not 68249
assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
rrnay refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm SHEET NO.
my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
to use, County inspections for State compliance purposes or any other purpose." 1

($_OUNbARY TRAIL
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INDEX
OF DRAWINGS
SHEET NO.
ALIGNMENT
SHEET NAME
OOG-01
-
KEY
PLAN/INDEX OF
DRAWINGS
-'�""---
OOG-02
-
GENERAL
ABBREVIATIONS
OOG-03
-
GENERAL
SYMBOLS
AND LEGEND
OOG-04
-
ELECTRICAL
ABBREVIATIONS, SYMBOLS
AND NOTES
OOG-05
-
INSTRUMENTATION LEGEND
OOG-06
-
PROJECT
SPECIFIC
ABBREVIATIONS
GENERAL PROJECT NOTES
OOC-01
-
STANDARD
SEWER DETAILS
OOC-02
-
STANDARD
SEWER DETAILS
OOC-03
-
STANDARD
DETAILS
OOC-04
-
STANDARD
CIVIL DETAILS
OOC-05
-
EROSION
CONTROL
DETAILS
OOC-06
-
EROSION
CONTROL
DETAILS
- "e---- "'
OOC-07
-
STANDARD
DETAILS
01C-101
Al-G, Ai -LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
7+62 STA
0+00 TO STA 4+00
01C-102
Al -LP
PLAN
AND
PROFILE
STA 4+00
TO
STA
15+00
01C-103
Al -LP
PLAN
AND
PROFILE
STA 15+00
TO
STA
23+97
r--' �
01C-104
B1-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+00
01C-105
B1-G
PLAN
AND
PROFILE
STA 11+00
TO
STA
16+98
01C-106
61-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+00
�-
01C-107
61-1-P, B1.1-LP
PLAN
AND
PROFILE
STA 10+00
TO
12+96 STA 0+00
TO STA 4+79
01C-108
B1.2-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+00
01C-109
61.2-LP
PLAN
AND
PROFILE
STA 11+00
TO
STA
22+00
01C-110
B1.2-LP
PLAN
AND
PROFILE
STA 22+00
TO
STA
33+00
01C-111
81.2-LP
PLAN
AND
PROFILE
STA 33+00
TO
STA
42+60
01C-112
C1-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
3+88
01C-113
D1-G
PLAN
AND
PROFILE
STA 2+00
TO
STA
13+00
01C-114
D1-G
PLAN
AND
PROFILE
STA 13+00
TO
STA
24+38
01C-115
D1-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
8+50
01C-116
D1-LP
PLAN
AND
PROFILE
STA 8+50
TO
STA
14+08
01C-117
D1.1-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+50
01C-118
D1.1-LP
PLAN
AND
PROFILE
STA 10+50
TO
STA
19+72
01C-119
D1.1.1-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
7+62
01C-120
D1.2-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
9+13
01C-121
D1.3-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+95
01C-122
D1.4-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+14
01C-123
D1.5-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+00
i� r
01C- 124
D1.5.1- LP D1.9- LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
2+ 20 STA
0+00 TO STA 0+67
/ 1.
!
01 1
C 25
D1.6 LP D1.8 LP
PLAN
AND
PR FI
0 LE
S TA O+
00
TO
STA
5t80 STA
0+00 TO STA 1+40
t d1
8.,
01C-126
D1.7-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+30
01C-127
D2-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+00
01C-128
D2-G
PLAN
AND
PROFILE
STA 11+00
TO
STA
22+00
01C-129
D2-G
PLAN
AND
PROFILE
STA 22+00
TO
STA
30+82
01C-130
D3-G, D3.1-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
7+85 STA
0+00 TO STA 1+91
-%"t
01C-131
D4-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+59
01C-132
D4-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
5+07
D4.1-G, D4.1-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
2+50 STA
0+00 TO STA 3+16
'P '',
01C-134
D5-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
5+50
O�•. >� \ 4j1 � �.,'
01C-135
D5-G
PLAN
AND
PROFILE
STA 5+50
TO
STA
16+15
01C-136
OS -LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+50
01C-137
D5-LP, D5.5-LP
PLAN
AND
PROFILE
STA 11+50
TO
STA
16+15 STA
0+00 TO STA 6+38
01C-138
D5.1-G, D5.1-1-P
PLAN
AND
PROFILE
STA 0+00
TO
STA
3+24 STA
0+00 TO STA 1+87
F.
v
01 C 139
D5.2-G D5.3 LP
PLAN
AND
PROFILE
STA 0+00
T0
STA
1 +76 STA
0+00 TO STA 5+77
,
01C 1,0
D5.2-LP, D5.4-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
1+55 STA
0+00 TO STA 5+00
01C-141
El-G
PLAN
AND
PROFILE
STA 1+92
TO
STA
11+50
9- \
01C-142
Ei-G
PLAN
AND
PROFILE
STA 11+50
TO
STA
22+50
�.y,;%%`�
01C-143
E1-G
PLAN
AND
PROFILE
STA 22+50
TO
STA
27+55
01C-144
E1-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+46
01C-145
E1.1-1-P, E1.2-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
5+50 STA
0+00 TO STA 1+35
01C-146
E1.3-1-P, E1.4-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
3+26 STA
0+00 TO STA 5+18
,- ----- --�
C1C-14'
E2-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
4+27
.� _t
f
01C-148
E3- G
PLAN
AND
PROFILE
STA 0+00
TO
STA
10+25
01C-149
E3-LP
PLAN
AND
PROFILE
STA 0+00
TO
STA
4+13 STA
0+00 TO STA 3+80
01C-150
E3.1-LP, E4-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
3+06 STA
0+00 TO STA 7+42
'
01C-151
E5-G
PLAN
AND
PROFILE
STA 0+00
TO
STA
11+00
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1 � G —
�`•� / Z V 02E 102 BEACH DR
IVE IVE PUMP STATION SINGLE LINE DIAGRAMS AND GROUNDING PLAN
i d I
C LP,
q
� AY POINT.ET
02E-103 - BEACH DRIVE PUMP STATION ELECTRICAL DETAILS
?� CN'. j 's 1Ji 02Y-101 - BEACH DRIVE PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM
y - \ \, \, \,_ y <<� 01Cw BEACH` b' RIVE I ° __✓� t _ �.:'_ I _ j'' 02Y_102 _ BEACH DRIVE PUMP STATION PUMP CONTROL PANEL LAYOUT
L -_. T1 02Y 103 _ BEACH DRIVE PUMP STATION PUMP CONTROL PANEL ELEMENTARY DIAGRAMS
c^ \ 4 128 PUMP ,STATION m
i 02Y-104 BEACH DRIVE PUMP STATION PUMP CONTROL PANEL ELEMENTARY DIAGRAMS
DRAWING SERIES 02� i� �.- % 02Y-105 - BEACH DRIVE PUMP STATION RTU PANEL LAYOUT
M ILL. r\LU V I I r\. UMNI\LI I, F L 'C \-� OtttJJl pa; iJ
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_ HDR Engineering, Inc.
of the Carolinas
1 12/08
s ISSUE DATE
U
7780-2 Chandlers Lane I Sunset Beach, NC 28648
FOR APPROVAL
DESCRIPTION
PROJECT NUMBER 008176-68249-018
02Y-106 - BEACH DRIVE PUMP STATION RTU PANEL ELEMENTARY DIAGRAMS
i Z i.
ltmif I � 02Y-107 - BEACH DRIVE PUMP STATION INSTRUMENTATION DETAILS
I �U) ! t 03D-101 - WILSON AVENUE PUMP STATION SITE PLAN
03D-102 - WILSON AVENUE PUMP STATION SECTIONS AND DETAILS
03E-101 - WILSON AVENUE PUMP STATION ELECTRICAL SITE PLAN
03E-102 _ WILSON AVENUE PUMP STATION SINGLE LINE DIAGRAMS AND GROUNDING PLAN
03E-103 WILSON AVENUE PUMP STATION ELECTRICAL DETAILS
03Y-101 _ WILSON AVENUE PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM
03Y-102 WILSON AVENUE PUMP STATION PUMP CONTROL PANEL LAYOUT
03Y-103 - WILSON AVENUE PUMP STATION PUMP CONTROL PANEL ELEMENTARY DIAGRAMS
03Y-104 — WILSON AVENUE PUMP STATION PUMP CONTROL PANEL ELEMENTARY DIAGRAMS
03Y-105 — WILSON AVENUE PUMP STATION RTU PANEL LAYOUT
03Y-106 — WILSON AVENUE PUMP STATION RTU PANEL ELEMENTARY DIAGRAMS
03Y-107 — WILSON AVENUE PUMP STATION INSTRUMENTATION DETAILS
04D-101 — DOWNTOWN PUMP STATION UPGRADE SITE PLAN
04E DOWNTOWN PUMP STATION UPGRADE ELECTRICAL SITE PLAN
-f�� ' 04E-102 — DOWNTOWN PUMP STATION UPGRADE SINGLE LINE DIAGRAM AND GROUNDING PLAN
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BRUNSWICK,,COUNTY KEY PLAN
.;�r
PUBLIC 1'�1TiL�(j�TIES INDEX OF DRAWINGS
9
CALABASH, lVASrtEWATER
COLLECTION lYSTESHEET
NNI4'EXPANSION -
�i�"��\''"'a 0 1" 2" FILENAME OOG-01.dwg
RUNSWICK COUNTY NORTH CAROLINA SCALE NO SCALE OOG'01
D
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1 I 2 I 3 I 4 I 5 I 6 ( 7 I 8
A/C
AIR CONDITIONING
CLR
CLEAR
F&B
FACE & BYPASS
I
INSTRUMENTATION (DWG DISCIPLINE)
N
NORTH, NEUTRAL
R&R
REMOVE AND REPLACE
TOB
TOP OF BOLT, TOP OF BANK,
A/E
ARCHITECT/ENGINEER
CMH
COMMUNICATION MANHOLE
F TO F
FACE TO FACE
ID
INSIDE DIAMETER, INTERIOR DIMENSION
NA
NOT APPLICABLE
R&S
REMOVE AND SALVAGE
TOP OF BEAM
A
ARCHITECTURAL (DWG DISCIPLINE), AMP
CMU
CONCRETE MASONRY UNIT
FAB
FABRICATE
IE
INVERT ELEVATION
NAT
NATURAL
R
RADIUS, REGISTER, RISER
TOC
TOP OF CURB, TOP OF CONCRETE
AB
ANCHOR BOLT
CO
CLEAN OUT, CONCRETE OPENING
FB
FLOOR BEAM
IF
INSIDE FACE
NC
NORMALLY CLOSED
RA
RETURN AIR
TOD
TOP OF DUCT
ABC
AGGREGATE BASE COURSE
COL
COLUMN
FBD
FIBERBOARD
IH
INTAKE HOOD
NEG
NEGATIVE
RB
RESILIENT BASE, ROCK BERM
TOF
TOP OF FOOTING
ABAN
ABANDON
COM
COMMON
FBG
FIBERGLASS
IMP
IMPACT
NF
NEAR FACE, NON —FUSED
RCPT
RECEPTACLE
TOG
TOP OF GRATING
AC
ALTERNATING CURRENT
COMB
COMBINATION
FBM
BOARD FOOT MEASURE
IN
INCH
NIC
NOT IN CONTRACT
RD
ROOF DRAIN
TOL
TOLERANCE, TOP OF LEDGER
ACK
ACKNOWLEDGE
COMM
COMMUNICATION
FBO
FURNISHED BY OWNER
INC
INCLUDE,INCANDESCENT
NO
NORMALLY OPEN, NUMBER
REC
RECESS
TOM
TOP OF MASONRY
ACIP
ACOUSTIC CEILING PANEL,
COMP
COMPOSITION, COMPRESSIBLE,
FC
FLUSHING CONNECTION
INF
INFLUENT
NOM
NOMINAL
RECD
RECEIVED
TOP
TOP OF PLATE
ASPHALTIC CONCRETE PAVEMENT
COMPOSITE
FCA
FLANGED COUPLING ADAPTER
INSTR
INSTRUMENTATION
NIPS
NOMINAL PIPE SIZE
RECT
RECTANGULAR
TOPO
TOPOGRAPHY
ACST
ACOUSTIC
CONC
CONCENTRIC, CONCRETE
FD
FLOOR DRAIN
INSUL
INSULATION
NPT
NATIONAL PIPE THREAD
RED
REDUCER
TOS
TOP OF SLAB, TOP OF STEEL
AD
ADDENDUM, AREA DRAIN
CONN
CONNECTION
FDC
FLEXIBLE DUCT CONNECTION
INT
INTERIOR, INTERSECTION
NS
NEAR SIDE
REF
REFERENCE
TOW
TOP OF WALL
ADDL
ADDITIONAL
CONST
CONSTRUCTION
FDTN
FOUNDATION
INTIR
INTERMEDIATE, INTERIOR
NTS
NOT TO SCALE
REINF
REINFORCING
TP
TOILET PARTITION, TELEPHONE POLE,
ADH
ADHESIVE
CONT
CONTINUOUS
FOR
FEEDER
INV
INVERT
NWL
NORMAL WATER LEVEL
REM
REMOVE
TOE PLATE, TRAP PRIMER
ADJ
ADJUSTABLE, ADJACENT '
COOR
COORDINATE
FE
FLANGED END
IPS
IRON PIPE SIZE
REQD
REQUIRED
TPD
TOILET PAPER DISPENSER
AF
AMP FRAME, AMP FUSE
CORR
CORROSIVE, CORRUGATED
FEC
FIRE EXTINGUISHER CABINET
IPT
INTERNAL PIPE THREAD
RESIL
RESILIENT
TPG
TOPPING
AFF
ABOVE FINISH FLOOR
CP
CHECKER PLATE, CONTROL POINT
FES
FLARED END SECTION
IR
INSIDE RADIUS
0 TO 0
OUT —TO —OUT
RET
RETAINING, RETURN
TR
TRANSOM
AFG
ABOVE FINISH GRADE
CPLG
COUPLING
FEXT
FIRE EXTINGUISHER
IRR
IRRIGATION
CIA
OUTSIDE AIR, OVERALL
REV
REVISION, REVERSE
TRANS
TRANSITION
AGGR
AGGREGATE
CRL
CORROSION RESISTANT LINING
FF
FAR FACE, FACTORY FINISH, FLAT FACE
ISO
ISOMETRIC
OC
ON CENTER
RF
RESILIENT FLOORING
TRD
TRENCH DRAIN
Al
AREA INLET
CSC
COMPRESSION SLEEVE COUPLING
FG
FINISHED GRADE
OCPD
OVER CURRENT PROTECTION DEVICE
RFG
ROOFING
TYP
TYPICAL
AIC -
AMPS INTERRUPTING CAPACITY
CSK
COUNTERSINK
FIG
FIGURE
JB
JUNCTION BOX
OD
OUTSIDE DIAMETER
RFL
REFLECTED, REFLECTOR
ALIG
ALIGNMENT
CSS
CLINIC SERVICE SINK
FH
FIRE HYDRANT
JCT
JUNCTION
QED
OPEN END DUCT
RGH
ROUGH
U
URINAL
ALUM
ALUMINUM
CT
CERAMIC TILE
FIN
FINISH
JF
JOINT FILLER
OF
OUTSIDE FACE, OFFICE FURNISHING
RGS
RIGID GALVANIZED STEEL
UG
UNDERGROUND
ALT
ALTERNATE, ALTITUDE
CTR
CENTER
FJT
FLUSH JOINT
JST
JOIST
OG
ORIGINAL GROUND
RGS—PVC
PVC COATED RGS
UN
ULTIMATE
AM
ACOUSTICAL MATERIAL
CTRL
CONTROL
FL
FLOW, FLOW LINE
JT
JOINT
OH
OVERHEAD
RH
RELIEF HOOD, RIGHT HAND,
UNO
UNFINISHED
AMB
AMBIENT
CVT
CULVERT
FLEX
FLEXIBLE
OPNG
OPENING
RELATIVE HUMIDITY
UNO
UNLESS NOTED OTHERWISE
ANC
ANCHOR
CU
COPPER, CUBIC
FLG
FLANGE
K
KIP
OPP
OPPOSITE
RL
REQUIRED LAP
UTIL
UTILITY
AP
ACCESS PANEL
CW
CLOCKWISE
FLOR
FLUORESCENT
OPT
OPTIONAL
RLFA
RELIEF AIR
APRX
APPROXIMATE
CY
CUBIC YARD
FLR
FLOOR
KB
KNEE BRACE
OR
OUTSIDE RADIUS
RND
ROUND
APVD
APPROVED
FLS
FLASHING, FLUSH
KCMIL '
THOUSAND CIRCULAR MILS
ORD
OVERFLOW ROOF DRAIN
RNG
RUNNING
V
VENT, VELOCITY, VOLT
ARCH
ARCHITECTURAL
FN
FENCE
KD
KO
KNOCK DOWN
KNOCK OUT
ORIG
ORIGINAL
RO
ROUGH OPENING
VA
VOLT AMPERE
ASSY
ASSEMBLY
d
PENNY (NAIL MEASURE)
FO
FINISHED OPENING
OVFL
OVERFLOW
ROW
RIGHT OF WAY
VAC
VACUUM
AT
AMP TRIP
D
DEEP, DIFFUSER
FOB
FENCE FLAT ON BOTTOM
KSI
KIPS PER SQUARE INCH
OVHG
OVERHANG
RPM
REVOLUTIONS PER MINUTE
VAR
VARNISH, VARIABLE,
ATC
ACOUSTICAL TILE CEILING
D6
DUCT BANK, DECIBEL, DRY BULB
FOC
FACE OF CONCRETE, FACE OF CURB
OZ
OUNCE
RR
RAILROAD
VOLT AMPERES REACTIVE
ATM
ATMOSPHERE
DBA
DEFORMED BAR ANCHOR
FOF
FACE OF FINISH
L
ANGLE, LENGTH, LAVATORY
RSP
ROCK SLOPE PROTECTION
VB
VAPOR BARRIER, VINYL BASE,
AUTO
AUTOMATIC
DBL
DOUBLE
FOM
FACE OF MASONRY
LAD
LADDER
RT
RIGHT
VALVE BOX
AUX
AUXILIARY
DC
DIRECT CURRENT
FOS
FACE OF STUDS
LAM
LAMINATE
P
PAINT, PROCESS (DWG DISCIPLINE)
RVT
RESILIENT VINYL TILE
VC
VERTICAL CURVE
AVE
AVENUE
DEG
DEGREE
FOT
FLAT ON TOP
LATL
LATERAL
PA
PUBLIC ADDRESS
RY
READY
VCT
VINYL COMPOSITION TILE,
AVG
AVERAGE
DEG C
DEGREE CENTIGRADE
FPT
FEMALE PIPE THREAD
LB
LAG BOLT, POUND
PAR
PARALLEL, PARAPET
VERTICAL CENTERLINE
AWG
AMERICAN WIRE GAGE
DEG F
DEGREE FAHRENHEIT
FIR
FRAME
LCTB
LIQUID CHALK AND TACK BOARD
PB
PANIC BAR, PULL BOX
VEL
VELOCITY
AWT
ACOUSTICAL WALL TILE
DEMO
DEMOLITION
FRP
FIBERGLASS REINFORCED PLASTIC
LOG
LANDING
PBD
PARTICLE BOARD
S
SOUTH, SINK, STRUCTURAL
VENT
VENTILATION
B/B
BACK TO BACK
DEP
DEPRESSED
FRTM
FIRE RETARDANT TREATED MATERIAL
LDR
LEADER
PC
POINT OF CURVE, PIECE, PRECAST
(DWG DISCIPLINE)
VERT
VERTICAL
BAL
BALANCE
DEPT
DEPARTMENT
FS
FLOOR SINK, FAR SIDE
LE
LIFTING EYE
PCC
POINT OF COMPOUND CURVATURE
SA
SUPPLY AIR
VG
VERTICAL GRAIN
BBD
BULLETIN BOARD
DET
DETAIL
FT
FEET, FOOT
LF
LINEAR FOOT
PCF
POUNDS PER CUBIC FOOT
SAMU
SOUND ABSORBING MASONRY UNIT
VIF
VERIFY IN FIELD
BC
BASE CABINET, BOTTOM CHORD,
DI
DROP INLET, DUCTILE IRON
FTG
FOOTING, FITTING
LG
LONG
PCT
PERCENT
SAN
SANITARY
VIN
VINYL
BOLT CENTER, BOLT CIRCLE
DIA
DIAMETER
FUR
FURRED, FURRING
LH
LEFT HAND
PE
PLAIN END
SB
SPLASH BLOCK
VS
VERSES, VAPOR SEAL
BD
BOARD
DIAG
DIAGONAL, DIAGRAM
FURN
FURNITURE, FURNISH
LIN
LINEAR
PED
PEDESTAL
SC
SOLID CORE
VOL
VOLUME
BE
BOTH ENDS, BELL END
DIFF
DIFFERENTIAL, DIFFERENCE
FUT
FUTURE
LIQ
LIQUID
PEN
PENETRATION
SCH
SCHEDULE
VPC
VERTICAL POINT OF CURVATURE
BF
BOTH FACES, BOTTOM FACE,
DIM
DIMENSION
FV
FACE VELOCITY
LLH
LONG LEG HORIZONTAL
PERF
PERFORATED
SCHEM
SCHEMATIC
VPI
VERTICAL POINT OF INTERSECTION
BLIND FLANGE, BOARD FEET
DISCH
DISCHARGE
FW
FIELD WELD, FIRE WALL
LLV
LONG LEG VERTICAL
PERM
PERMANENT
SCN
SCREEN
VPT
VERTICAL POINT OF TANGENCY
BITUM
BITUMINOUS
DIST
DISTANCE, DISTRIBUTION
FWD
FORWARD
LMLU
LIQUID MARKER LECTURE UNIT
PERP
PERPENDICULAR
SCP
STEEL CASING PIPE
VTR
VENT THROUGH ROOF
BKG
BACKING
DIV
DIVISION
FWE
FURNISHED WITH EQUIPMENT
LNG
LONGITUDINAL
PF
POWER FACTOR
SE
STEEL/ALUMINUM EDGE
VWC
VINYL WALL COVERING
BL
BASE LINE
DL
DEAD LOAD
FXTR
FIXTURE
LOC
LOCATION
PFMU
PREFACED MASONRY UNIT
SEC
SECONDARY, SECONDS
BLDG
BUILDING
DMJ
DOUBLE MECHANICAL JOINT
G
GRILLE, GROUND,
LP
LOW POINT
PH
PHASE
SECT
SECTION
W/
WITH
BLK
BLOCK
DMPF
DAMP PROOFING
GENERAL (DWG DISCIPLINE )
LPS
LOW PRESSURE SODIUM
PI
POINT OF INTERSECTION
SEP
SEPARATE
W/0
WITHOUT
BLKG
BLOCKING
DN DO
DISSOLVED OXYGEN, DITTO WN
GA
GAGE (METAL THICKNESS)
LR
LT
LONG RADIUS
LEFT
PKG
PACKAGE
SF
SQUARE FOOT
W
WATT, WEST, WIDE, WINDOW, WIRE,
BM
BENCHMARK, BEAM
DP
DEPTH
GAL
GALLON
LTD
LIMITED
PL
PLATE, PROPERTY LINE
SG
SHEET GLASS, SEALANT GROOVE
WI LANCE BEAM
BOC
BACK OF CURB
DPDT
DOUBLE POLE, DOUBLE THROW
GALV
GALVANIZED
LTG
LIGHTING
PLAT
PLASTER
SH
SHOWER
WB
WOOD BASE
BOD
BOTTOM OF DUCT
DPST
DOUBLE POLE, SINGLE THROW
GB
GRAB BAR, GRADE BREAK
LTL
LINTEL
PLAT
PLATFORM
SHT
SHEET
WC
WATER CLOSET, WATER COLUMN
BOG
BOTTOM OF GRILLE
DS
DOWN SPOUT
GC
GROOVED COUPLING
LTNG
LIGHTNING
PLBG
PLUMBING
SHTG
SHEATHING
WD
WOOD, WIDTH
BOL
BOTTOM OF LOUVER
DT
DOUBLE TEE, DRIP TRAP ASSEMBLY
GO
GUARD
LV
LOW VOLTAGEWF
PLF
POUNDS PER LINEAR FOOT
SIL
SILENCE
WIDE FOUNTAIN
BOP
BOTTOM OF PIPE
DUP
DUPLICATE
GEN
GENERAL
LVR
LOUVER
PNEU
PNEUMATIC
SIM
SIMILAR
WG
WIRE GLASS, WATER GAGE
BOR
BOTTOM OF REGISTER
DWG
DRAWING
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
LW
LIGHTWEIGHT
POL
POLISH
SL
SLOPE
WH
WALL HYDRANT, WEEP HOLE
BOT
BOTTOM
DWL
DOWEL
GFMU
GROUND FACE MASONRY UNIT
LWC
LIGHTWEIGHT CONCRETE
PPS
POSITIVE, POSITION
SLID
SLOTTED
WI
WROUGHT IRON
BOU
BOTTOM OF UNIT
DWR
DRAWER
GG
GUTTER GRADE
LWL
LOW WATER LEVEL
PP
POLYPROPYLENE, POWER POLE
SLV
SLEEVE
WL
WATER LEVEL
BP
BASE PLATE
GJ
GROOVED JOINT
PRC
POINT OF REVERSE CURVATURE
SMLS
SEAMLESS
WLD
WELDED
BRG
BEARING
GL
GLASS
PREF
PREFINISHED
SOG
SLAB ON GRADE
WM
WIRE MESH
BRGP
BEARING PLATE
EAST, ELECTRICAL (DWG DISCIPLINE)
GLB
GLASS BLOCK
M
MECHANICAL (DWG DISCIPLINE)
PREFAB
PREFABRICATED
SP
SOUNDPROOF, STANDPIPE
WP
WATERPROOF, WORKING POINT
BRKT
BRACKET
E
EACH, EXHAUST AIR
GND
GROUND
MA
MIXED AIR
PRELIM
PRELIMINARY
SPA
SPACING
WTHP
WEATHERPROOF
BS
BOTH SIDES
EA
ELECTRICAL CONTRACTOR
GP
GUY POLE
MACH
MACHINED
PREP
PREPARE
SPEC
SPECIFICATION
WS
WATERSTOP, WATER SURFACE
BTU
BRITISH THERMAL UNIT
EC
ECCENTRIC
GR
GRADE
MAINT
MAINTENANCE
PRIES
PRESSURE
SPLY
SUPPLY
WSCT
WAINSCOT
BTU
BETWEEN
ECC
EQUIPMENT DRAIN
GRTG
GRATING
MAN
MANUAL
PRI
PRIMARY
SPST
SINGLE POLE SINGLE THROW
WT
WEIGHT, WATER TIGHT
BTWLD
BUTT WELD
ED
ELECTRICAL DUCT BANK
GSB
GYPSUM SHEATHING BOARD
MATL
MATERIAL
PROP
PROPERTY
SPT
SET POINT
WWF
WELDED WIRE FABRIC
BU
BELL UP, BUILT UP
EDB
GT
GREASE TRAP
MAX
MAXIMUM
PROT
PROTECTION
SQ
SQUARE
BUR
BUILT—UP ROOFING
EE
EACH END
GVL
GRAVEL
M6
MACHINE BOLT
PS
PIPE SUPPORT
SR
SHORT RADIUS
BW
BOTH WAYS
EF
EACH FACE
EFFLUENT, EFFICIENCY
GWB
GYPSUM WALLBOARD
MBR
MEMBER
PSF
POUNDS PER SQUARE FOOT
SS
SERVICE SINK
XP
EXPLOSION PROOF
BYP
BYPASS
EFF
ELECTRICAL HANDHOLE
GYP
GYPSUM HARDBOARD
MC
MECHANICAL CONTRACTOR,
PSI
POUNDS PER SQUARE INCH
SST
STAINLESS STEEL
XS
EXTRA STRONG
EFF
EXTERIOR INSULATION &
MECHANICAL COUPLING
PSIA
POUNDS PER SQUARE INCH ABSOLUTE
ST
STREET
XXS
DOUBLE EXTRA STRONG
C TO C
CENTER TO CENTER
EIFS
SYSTEM
MCB
METAL CORNER BEAD
PSIG
POUNDS PER SQUARE INCH GAGE
STA
STATION
XSECT
CROSS SECTION
C&G
CURB & GUTTER
FINISH
H
HIGH
MCJ
MASONRY CONTROL JOINT
PST
PRESTRESSED
STD
STANDARD
C
CHANNEL SHAPE, CENTIGRADE,
EJ
EXPANSION JOINT
HB
HOSE BIB
MDMJ
MODIFIED DOUBLE MECHANICAL JOINT
PT
POINT, POINT OF TANGENCY
STIF
STIFFENER
CONDUIT, CIVIL (DRAWING DISCIPLINE)
EL
ELBOW, ELEVATION
HBD
HARDBOARD
MECH
MECHANICAL
PTN
PARTITION
STIR
STIRRUP
YH
YARD HYDRANT
CAB
CABINET
ELEC
ELECTRICAL
HC
HANDICAPPED, HOLLOW CORE,
MED
MEDIUM
PVC
POLYVINYL CHLORIDE
STL
STEEL
YS
YIELD STRENGTH
CAP
CAPACITY
EMBD
EMBEDDED
HORIZONTAL CURVE
MFR
MANUFACTURER
PVMT
PAVEMENT
STOR
STORAGE
CAT'
CATALOG
EMER
EMERGENCY
HC
HORIZONTAL CENTERLINE
MH
MANHOLE, METAL HALIDE
PWD
PLYWOOD
STIR
STRUCTURAL, STRAIGHT
GENERAL
NOTES:
CAV
CAVITY
EMH
ELECTRICAL MANHOLE
HDR
HEADER
MIN
MINIMUM
PWJ
PLYWOOD WEB JOIST
SUB
SUBSTITUTE
CIB
CATCH BASIN
ENCL
ENCLOSURE
HDW
HARDWARE
MIR
MIRROR
PZ
PIEZOMETER
SUC
SUCTION
1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET
CCB
CONCRETE BLOCK
ENGR
ENGINEER
HEX
HEXAGONAL
MISC
MISCELLANEOUS
SUSP
SUSPENDED
OF CONTRACT DRAWINGS.
CCW
COUNTER CLOCKWISE
ENTR
ENTRANCE
HGR
HANGER
MJ
MECHANICAL JOINT
SY
SQUARE YARD
CDF
CONTROLLED DENSITY FILL
EOP
EDGE OF PAVEMENT
HH
HANDHOLE
MLO
MAIN LUGS ONLY
SYM
SYMBOL
2. LISTING OF
ABBREVIATIONS DOES NOT IMPLY ALL
CE
CONCRETE EDGE
EQ
EQUAL
HID
HIGH INTENSITY DISCHARGE
MMB
MEMBRANE
Q
RATE OF FLOW
SYMM
SYMMETRICAL
ABBREVIATIONS ARE USED IN THE CONTRACT
CER
CERAMIC
EQUIP
EQUIPMENT
HM
HOLLOW METAL
MO
MASONRY OPENING
QT
QUARRY TILE
SYN
SYNTHETIC
DRAWINGS.
CF
(FOOT)
CUBIC FEET FOOT
EQUIV
EQUIVALENT
HORIZ
HORIZONTAL
MOD
MODULAR, MODIFY
QTR
QUARTER
SYS
SYSTEM
CFL
COUNTER FLASHING
ES
EACH SIDE, EQUAL SPACE,
HP
HIGH POINT, HORSEPOWER
MON
MONUMENT
QU
QUANTITY
3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE
CHFR
CHAMFER
EMERGENCY SHOWER
HPC
HORIZONTAL POINT OF CURVATURE
MPT
MALE PIPE THREAD
QUAL
QUALITY
T&B
TOP AND BOTTOM
VARIATIONS
OF THE WORD. FOR EXAMPLE, "MOD'
CHBD
CHALKBOARD
ESEW
EMERGENCY SHOWER AND EYE WASH
HPS
HIGH PRESSURE SODIUM
MRGWB
MOISTURE RESISTANT
T&G
TONGUE AND GROOVE
MAY MEAN
MODIFY OR MODIFICATION; "INC" MAY
CHO
CHORD
EST
ESTIMATE
HPT
HORIZONTAL POINT OF TANGENCY
GYPSUM WALLBOARD
T
TILE, TREAD
MEAN INCLUDED
OR INCLUDING; "REINF° MAY
CHH
COMMUNICATION HANDHOLE
EW
EACH WAY, EMERGENCY
HR
HOSE REEL, HOUR
MS
MOP SINK
TA
TOILET ACCESSORY, TEMPERED AIR
MEAN EITHER REINFORCE OR REINFORCING.
CI
CURB INLET
EYE/FACE WASH
HS
HEADED STUD, HIGH STRENGTH
MSL
MEAN SEA LEVEL
TAN
TANGENT
CIP
CAST —IN —PLACE
EWC
ELECTRIC WATER COOLER
HSS
HOLLOW STRUCTURAL SHAPE
MT
MOUNT
TBM
TEMPORARY BENCHMARK
4. SCREENING
OR SHADING OF WORK IS USED TO
CIPB
CONCRETE INTERLOCKING PAVER
EWEF
EACH WAY, EACH FACE
HT
HEIGHT
MU
MASONRY UNIT
TCE
TEMPORARY CONSTRUCTION EASEMENT
INDICATE EXISTING
COMPONENTS OR TO
BALLAST
EWTB
EACH WAY, TOP AND BOTTOM
HTG
HEATING
MULL
MULLION
TEF
TROWELED EPDXY FLOORING
DE—EMPHASIZE PROPOSED IMPROVEMENTS TO
CIRC
CIRCULATION, CIRCULAR
EXC
EXCAVATION
HV
HIGH VOLTAGE
MV
MEDIUM VOLTAGE
TEMP
TEMPORARY, TEMPERATURE
HIGHLIGHT
SELECTED TRADE WORK. REFER TO
CJ
CONSTRUCTION JOINT
EXH
EXHAUST
HVAC
HEATING, VENTILATION &
MW
MONITORING WELL
THD
THREAD
CONTEXT OF EACH SHEET FOR USAGE.
CKT
CIRCUIT
EXST
EXISTING
AIR CONDITIONING
THK
THICK
CIL
CENTERLINE, CLASS, CLOSE
EXP
EXPANSION, EXPOSED
HWD
HARDWOOD
THRESH
THRESHOLD
5. SEE P&ID
LEGEND SHEET FOR PROJECT SPECIFIC
CLG
CEILING
EXT
EXTERIOR, EXTERNAL, EXTENSION
HWL
HIGH WATER LEVEL
THRU
THROUGH
EQUIPMENT
SYMBOLS, EQUIPMENT ABBREVIATIONS
CLJ
CONTROL JOINT
HYD
HYDRAULIC
TKBD
TACK BOARD
AND PIPING SYSTEM ABBREVIATIONS.
H Y PER N
CLKG
CAULKING
fal
HDR Engineering, Inc.
of the Carolinas
1780-2 Chandlers Lane I Sunset Beach, NC 28648
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
M. SHULTZ, PE
1
10/2008
IREGULATORY SUBMITTAL
ISSUE
I DATE
I DESCRIPTION
PROJECT NUMBER
0081
76-68249-018 L
sEv
I 24U olLel09
FA�� WII��P
BRUNSWI
PUBLIC.
CALAB► H
COLLECTIONply
'qRH
BRUNSWICK COUNTY
OUNTY GENERAL ABBREVIATIONS
Ifs IES
WATER
EXPANSION SHEET
0 1" 2" FILENAME DOG-02.dwg
NORTH CAROLINA SCALE NO SCALE OOG—O!
D
C
B
0

2 I 3 I 4 I 5 I 6 I 7 I 8
GENERAL SYMBOLS
EXISTING PROPOSED EXISTING PROPOSED
TBM (TAG NUMBER)
(ELEVATION)TEMPORARY BENCH MARK PL - - - - - - - PL
L J R/W - - R/W
STRUCTURES/BUILDING COMPONENTS
rn
ROADWAY - - -
-986 0- 986.0, CONTOUR
0 � TREES, SHRUBS, OR BUSHES
TREE LINE
(CLUSTER OR SHRUBS)
-X X-
0.5 0 0.5%
- SLOPE
N 1099.04
E 798.63 COORDINATE
--- FIRE HYDRANT SF
H VALVE
® (PLAN) COMBINATION AIR/VACUUM RELEASE VALVE
SIZE IN INCHES -� Q4 (PROFILE) ►TD--►TDB
O PRECAST MANHOLE/VAULT
C----� SCP
n
AU AERIAL UTILITY
------ FO ------ FIBER OPTIC
------ G ------ GAS LINE
----- SS ------ SANITARY SEWER LINE
MATERIALS IN PLAN/SECTION
ACOUSTICAL CEILING TILE (SECTION)
PROPERTY LINE ASPHALT (PLAN OR SMALL SCALE SECTION)
RIGHT-OF-WAY ® ASPHALT (LARGE SCALE SECTION)
DOT CONTROLLED ACCESS BATT INSULATION (SECTION)
RIGHT-OF-WAY
PERMANENT EASEMENT BRICK MASONRY (PLAN/SECTION)
CHECKERED PLATE (PLAN)
TEMPORARY EASEMENT
CONCRETE (PLAN/SECTION)
GUY WIRE
CONCRETE MASONRY (PLAN/SECTION)
FENCE -
® DEMOLITION (PLAN/SECTION)
DITCH
EARTH (SECTION)
SECONDARY ROAD, DRIVEWAY,
PRIVATE ENTRANCE, ETC.
FILTER POINT MAT (PLAN)
SILT FENCE ® FINISHED WOOD (SECTION)
TEMPORARY SEDIMENT TRAP GLU-LAM LUMBER (SECTION)
TEMPORARY DIVERSION OOOQOO GRANULAR FILL (SECTION)
(GRADE TO DRAIN)
GRATING (SECTION)
CHECK DAM
GRATING (PLAN)
TEMPORARY STREAM CROSSING
GROUT (SECTION)
ROCK PIPE INLET PROTECTION GYPSUM BOARD (SECTION)
TEMPORARY DROP METAL (SECTION)
INLET PROTECTION
ORIENTED STRAND BOARD (SECTION)
PARTICLE BOARD (SECTION)
PLYWOOD (LARGE SCALE SECTION)
Wi oN f?tt{Y L. JR A-
OWNER NAME
ELECTRICAL LINE
61C1f, It W/ -'Ofq
`d 1PFt02, �
PARCEL I.D.
PLYWOOD (SMALL SCALE SECTION)
E
10 3513135 72
PIN #
TELEPHONE
PRECAST CONCRETE (PLAN/SECTION)
------ T------- UNDERGROUND
TYPICAL PROPERTY OWNER
INFORMATION
RIGID INSULATION (SECTION)
- - - W - - - WATER LINE
- - - LPS - - LPS LOW PRESSURE SEWER
- - -FM- - - SANITARY SEWER FORCE MAIN
GRAVITY SANITARY SEWER
--O GRAVITY SEWER SERVICE LATERAL
WITH CLEAN OUT
—0 LOW PRESSURE SERVICE
CONNECTION
0 FLUSHING CONNECTION
fal
HDR Engineering, Inc.
of the Carolinas
1780-2 Chandlers Lane I Sunset Beach, NC 28648
BOO RIPRAP (PLAN/SECTION)
SAND (SECTION)
SOD (SECTION)
WEEP JOINT MORTAR
PROTECTION SYSTEM (SECTION)
® WOOD - CONTINUOUS (SECTION)
WOOD BLOCKING (SECTION)
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
M. SHULTZ, PE
1
10/08
REGULATORY SUBMITTAL
ISSUE
I DATE
DESCRIPTION
PROJECT NUMBER
008176-68249-01
81
AI CARp4EA
�or<essior �
12434
V
m F�h�n s D110106
WI1��P� I
*•s�wwsssn'•ss•
GENERAL SYMBOLOGY
N TARGET ELEVATION
ARROW INDIC
DIRECTION Of
PLAN PLAN NORTH
1/4" = 1'-0"
SECTION LETTER
FLAG INDICATES DIRECTION
OF SECTION CUT-----.
X
CXX
* SHEET WHERE
SECTION VIEW IS LOCATED
SECTION CUT MARKER
SECTION LETTER
>ECTION X
3/8" = 1'-0"
XXX
* SHEET WHERE
SECTION VIEW IS
FIRST CUT
DETAIL NUMBER
XXX
* SHEET WHERE
DETAIL IS LOCATED
DETAIL
MARKER
DETAIL NUMBER
DETAIL-
#
3" = 1'-0" XXX
REPRESENTATIVE
DRAWING WHERE DETAIL
WAS CALLED OUT
ELEVATION
IDENTIFICATION
ELEVATION LETTER X
3" = 1'-0"
XXX
* SHEET WHERE
POINT OF VIEW MARKER
CAN BE FOUND
* IF PLAN
AND SECTION, OR DETAIL CALL -OUT AND
DETAIL ARE
SHOWN ON SAME SHEET, SHEET
NUMBER IS
REPLACED BY A LINE (-).
XXXXXXXXX
DETAIL MARKER
DETAIL MARKER FOR REFERENCING DETAILS
BOUND
IN SPECIFICATIONS OR SEPARATE VOLUME.
ELEVATION LETTER
ARROW INDICATES
X
POINT OF VIEW
XX
* SHEET WHERE
ELEVATION IS LOCATED
SINGLE
ELEVATION OR PHOTO MARKER
ELEVATION LETTER
ARROW INDICATES POINT OF
VIEW ELEVATION
X X
X
INDICATES SHEET WHERE
A-11
ELEVATION IS LOCATED
MULTIPLE
ELEVATION OR PHOTO MARKER
KEY NOTE NUMBER
#
KEY NOTE DESIGNATION
BRUNSWICK-COUNTY
e
PUBLIC IJTI�
RyIES
CALAB4Si, , , A,S-'1NATER
COLLECTION"° YSaTL!"EM.-EXPANSION
BRUNSWICK COUNTY NORTH CAROLINA
ARCHITECTURAL
ROOM
NAME
XX-XX
ROOM NUMBER
XX
DOOR NUMBER
OCOLUMN
GRID LINE
�X
WALL TYPE
OX
WINDOW TYPE
LOUVER
OG
GLASS TYPE
0
ACCESSORY, FURNITURE
& MISCELLANEOUS
EQUIPMENT IDENTIFIER
IDENTIFICATION SYMBOLOGY
PIPING:
FIGURE 36-PLE EXAMPLE
LINE SIZE 36"
SERVICE PLANT EFFLUENT
EQUIPMENT IDENTIFICATION
ALTERNATE 1
NPWP2023
FIGURE
YY
XAMPL
SERVICE TYYI
INDICATES NON
ABBREVIATION
I
POTABLE WATER
EQUIPMENT
11
I
INDICATES PUMP
ABBREVIATION
BUILDING OR
STRUCTURE
BUILDING 20
NUMBER
EQUIPMENT
PUMP 23
NUMBER
ALTERNATE 2
FIGURE NPWP-23
EXAMPLE
SERVICE
INDICATES NON
ABBREVIATION
POTABLE WATER
EQUIPMENT
INDICATES PUMP
ABBREVIATION
EQUIPMENT
NUMBER
PUMP 23
GENERAL NOTES:
1. THIS IS A STANDARD SHEET SHOWING
COMMON
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED
ON THIS PROJECT.
2. SCREENING OR SHADING OF WORK IS
USED TO
INDICATE EXISTING COMPONENTS OR TO
DE-EMPHASIZE
PROPOSED IMPROVEMENTS TO HIGHLIGHT
SELECTED
TRADE WORK. REFER TO CONTEXT OF
EACH SHEET
FOR USAGE.
GENERAL SYMBOLS AND LEGEND
0 1" 2" FILENAME OOG-03.dwg SHEET
SCALE NO SCALE OOG-03
r
C
B

1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
O\ X 100AF
OR )80AT
LOW - VOLTAGE CIRCUIT BREAKER (CB).
OF POLES AS SHOWN.
KVA
NON -MOTOR LOAD WITH DESIGN KVA, KW, OR
AMP
O
NORMALLY OPEN LEVEL SWITCH,
CLOSE ON RISING LEVEL
X X
Iz
DOUBLE-FACED CEILING OR WALL -MOUNTED
CR
FIRE ALARM CONTROL RELAY
0J20A
3P O
RATINGS AND NO.
WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES
Y Y
EXIT LIGHT; DIRECTIONAL ARROWS (IF REQUIRED)
FS
FIRE ALARM CONTACT, FLOW SWITCH
3P
�--
AS INDICATED ON PLANS
TYPE.
TYPES:
NORMALLY CLOSED LEVEL SWITCH,037
OPEN ON RISING LEVEL
X X
�"
(3Y L/0IY
SINGLE -FACED CEILING OR WALL -MOUNTED EXIT
LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS
TS
FIRE ALARM CONTACT, TAMPER SWITCH
MCCB -MOLDED CASE
CPT
CONTROL POWER TRANSFORMER (CPT)
O
INDICATED ON PLANS
p5
ICCB - INSULATED CASE
NORMALLY OPEN PRESSURE SWITCH,
X
FIRE ALARM CONTACT, PRESSURE SWITCH
LVP - LOW - VOLTAGE POWER
CLOSE ON INCREASING PRESSURE
Y
AREA OR ROADWAY LIGHT - POLE -MOUNTED
MCP - MOTOR CIRCUIT PROTECTOR
(RATING PER CONNECTED LOAD)
VOLTAGE TRANSFORMER (VT OR PT)
or
NORMALLY CLOSED PRESSURE SWITCH,
OPEN ON INCREASING PRESSURE
LIGHTING FIXTURE SUBSCRIPTS:
O AND
SMOKE AND DUCT DETECTOR
X - INDICATES FIXTURE TYPE PER LIGHTING
X X
CB
SEPARATELY MOUNTED CIRCUIT BREAKER; SEE
FIXTURE SCHEDULE
SUBSCRIPT:
ELECTRICAL ONE - LINE DIAGRAM OR
CURRENT TRANSFORMER (CT)
NORMALLY OPEN LIMIT SWITCH,
Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD
I - IONIZATION TYPE
SCHEDULE FOR DESCRIPTION
CLOSE ON REACHING LIMIT
z - INDICATES CONTROLLING SWITCH (IF REQUIRED)
P - PHOTOELECTRIC TYPE
GFP
GROUND FAULT PROTECTION
Of
a
NORMALLY CLOSED LIMIT SWITCH,
Y
�X
TOGGLE SWITCH
X
HEAT DETECTOR
8UTILITY
WATT-HOUR METER PER UTILITY
OPEN ON REACHING LIMIT
SUBSCRIPTS:
SUBSCRIPT:
52
MEDIUM -VOLTAGE CIRCUIT BREAKER
REQUIREMENTS
X - INDICATES TYPE
NONE - SINGLE POLE
R/C - RATE COMPENSATION
o----fl
FIELD WIRING EXTERNAL TO CONTROL PANEL
3 - THREE-WAY
R/F - COMBINATION RATE OF RISE
AND
-IQ}-
FUSE, SIZE, AND NUMBER OF FUSES AS NOTED
rDMPI
DIGITAL METERING PACKAGE
/� -
-__ X _
INTERLOCK; X INDICATES TYPE
4 - FOUR-WAY
HP - TOGGLE SWITCH, HORSEPOWER RATED
K - KEY SWITCH
R - RATE OFIREDETEMP
F - FIXED
RATING, FUSE SIZE,
�v/
TE MANUAL MOTOR STARTER WITH THERMAL ELEMENT
FUSED CUTOUT, CURRENT
RTM
RUN TIME METER
TYPES:
-
�
ALARM BELL
AND NUMBER OF POLES AS NOTED
P - PILOT LIGHT
Lam"
-�-
FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE,
E - ELECTRICAL
M - MECHANICAL
L - LIGHTED HANDLE
Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)
X
ALARM HORN
AND QUANTITY AS NOTED
OFF
K - KEY
GROUND
HAND I AUTO
�-
NON -FUSED SWITCH, CURRENT RATING, AND
_
�% XOO
3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS;
SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANS
L:_P
ALARM FLASHING LIGHT
NUMBER OF POLES AS NOTED
I
_ _
UNLESS OTHERWISE NOTED, 2-POSITION SIMILAR
ALARM BELL AND FLASHING LIGHT
^
DISCONNECT OR DRAWOUT CONNECTION
LIGHTNING ARRESTER
I COX
V
®
PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF
COMBINATION UNIT
RECEPTACLES AS NOTED OR SPECIFIED
ALARM HORN AND FLASHING LIGHT
A c� & A c�
®
MAGNETIC MOTOR STARTER AND
SEPARATELY MOUNTED COMBINATION MAGNETIC
SPD
LOW VOLTAGE SURGE PROTECTIVE DEVICE
O O
NORMALLY OPEN PUSHBUTTON, MOMENTARY
CONTACT UNLESS OTHERWISE NOTED
N
TELECOMMUNICATIONS OUTLET JUNCTION BOX
L_�
COMBINATION UNIT
SUBSCRIPT:
B B
MOTOR STARTER
o I o
NORMALLY CLOSED PUSHBUTTON, MOMENTARY
CONTACT UNLESS OTHERWISE NOTED
X
�
QUAD -DUPLEX RECEPTACLE, TWO NEMA 5-20R
NONE - GENERAL ALARM
MOTOR CONTROLLER AND
ELECTRICAL CONNECTION
- -
INDICATING LIGHT, X INDICATES LENS COLOR
y
UNDER COMMON COVER PLATE
DEVICE
F - FIRE ALARM DEVICE
D v & D o
SEPARATELY MOUNTED MOTOR CONTROLLER WITH
t:@Y
idY
DUPLEX RECEPTACLE, NEMA 5-20R
SHORT CIRCUIT PROTECTION AND DISCONNECT
I
OR OR -
NO ELECTRICAL CONNECTION
Y��
PUSH TO TEST INDICATING LIGHT, X INDICATES
MOTOR STARTER AND CONTROLLER SUBSCRIPTS:
It
_O
LENS COLOR
X
I-eY
SIMPLEX RECEPTACLE, NEMA 5-20R
A - MAGNETIC STARTER NEMA SIZE
A
SV OR
SOLENOID VALVE
LENS COLORS:
SUBSCRIPTS:
B - STARTER TYPE
I
IIII
R - RED Y -YELLOW
G - GREEN W - WHITE
X - INDICATES TYPE
NONE - FULL VOLTAGE NON -REVERSING (FVNR)
B - BLUE A - AMBER
GFCI - GROUND FAULT CIRCUIT INTERRUPTER
FVR - FULL VOLTAGE REVERSING
2S - TWO SPEED
X
OY
CONTROL/RELAY COIL; X INDICATES TYPE,
a
TRANSFORMER
Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD
RVAT - REDUCED VOLTAGE AUTO TRANSFORMER
Y INDICATES LOOP NO. WHEN USED
TYPES:
O
CONDUIT TURNING UP
C -CONTROL DIAGRAM OR CONTROLS
CR -CONTROL RELAY
SS
SELECTOR SWITCH
SCHEDULE NUMBER (IF REQUIRED)
DP - DEFINITE PURPOSE RELAY
CONDUIT TURNING DOWN
LC - LIGHTING CONTACTOR
PB
PUSHBUTTON
D - CONTROLLER TYPE
VFD - VARIABLE FREQUENCY DRIVE
M - MOTOR STARTER
PC - PHOTO CELL
IC
INSTRUMENTATION CONTROL DEVICE
/
HOME RUN TO PANEL, 2 #12, 1 #12G IN
SS - SOLID STATE
TC - TIME CLOCK
3/4"C UNLESS OTHERWISE NOTED
TR - TIMING RELAY
rvh
SEPARATELY MOUNTED COMBINATION MOTOR
CONTROL PANEL INTEGRAL OR PROVIDED WITH
iinl
STARTER OR CONTROLLER; SEE ELECTRICAL
--��--
NORMALLY OPEN CONTACT (N.O.)
ASSOCIATED EQUIPMENT
CIRCUIT RUN BETWEEN DEVICES EXPOSED IN
ONE - LINE DIAGRAM OR SCHEDULE FOR
NON -ARCHITECTURALLY FINISHED AREAS;
DESCRIPTION
--
NORMALLY CLOSED CONTACT (N.C.)
�I
CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR
CONCEALED IN ARCHITECTURALLY FINISHED
PROVIDED WITH ASSOCIATED EQUIPMENT
AREAS. CONDUIT AND CONDUCTOR SIZES SHALL
THERMAL OVERLOAD ELEMENT
NORMALLY OPEN TIME DELAY RELAY CONTACT
QJ
JUNCTION OR PULL BOX
BETHE CIRCT. SAME AS THE HOMERUN FOR THE
WITH TIME DELAY ON CLOSING AFTER COIL IS
OL
ENERGIZED
PANELBOARD (250V TO 60OV)
- - - - - -
CONDUIT RUN BETWEEN DEVICES CONCEALED IN
THERMAL OVERLOAD RELAY CONTACT
NORMALLY CLOSED TIME DELAY RELAY CONTACT
NON -ARCHITECTURALLY FINISHED AREAS OR
WITH TIME DELAY ON OPENING AFTER COIL IS
UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR
DISCONNECT OR SAFETY SWITCH, 30A, 3P,
ENERGIZED
®
PANELBOARD (LESS THAN 250V)
SIZES SHALL BE THE SAME AS THE HOMERUN
FOR THE CIRCUIT.
u
NON -FUSED UNLESS OTHERWISE NOTED
NORMALLY OPEN TIME DELAY RELAY CONTACT
WITH TIME DELAY ON OPENING AFTER COIL IS
Q
ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD,
CIRCUIT HASH MARKS (WHEN INDICATED); LONG,
DE -ENERGIZED
MOTOR CONTROL CENTER, CONTROL PANEL, OR OTHER
SHORT, SINGLE DOT, AND DOUBLE DOT
EQUIPMENT AS INDICATED
REPRESENT PHASE, NEUTRAL, EQUIPMENT
7 1/2 OR HP
MOTOR WITH DESIGN HORSEPOWER
NORMALLY CLOSED TIME DELAY RELAY CONTACT
WITH TIME DELAY ON CLOSING AFTER COIL IS
GROUND, AND ISOLATED EQUIPMENT GROUND,
(WHEN INDICATED)
DE -ENERGIZED
PC
PHOTOCELL
RESPECTIVELY. �j12 IN 3/4" CONDUIT UNLESS
OTHERWISE INDICATED.
O
NORMALLY OPEN TEMPERATURE SWITCH;
CLOSE ON RISING TEMPERATURE
X
�
CEILING/PENDANT-MOUNTED LUMINAIRE - HID,
-�
CIRCUIT CONTINUATION
7..t y
COMPACT FLUORESCENT, OR INCANDESCENT
CONDUIT STUBBED OUT AND CAPPED
O
GENERATOR
NORMALLY CLOSED TEMPERATURE SWITCH;
OPEN ON RISING TEMPERATURE
X
z Y
WALL -MOUNTED LUMINAIRE - HID, COMPACT
FLUORESCENT, OR INCANDESCENT
XXX
CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND
CONDUIT SIZE AS SPECIFIED IN CIRCUIT
TRANSFER SWITCH, CURRENT RATING, AND
NUMBER OF POLES AS NOTED
�o
NORMALLY OPEN FLOW SWITCH;
©Q X
y
CEILING/PENDANT-MOUNTED FLUORESCENT
SCHEDULE ON THE SHEETS
MATS
CL05E ON INCREASING FLOW
FIXTURE
ATS - AUTOMATIC
MTS - MANUAL
X
� z
WALL -MOUNTED FLUORESCENT FIXTURE
- -
GROUND CABLE
NORMALLY CLOSED FLOW SWITCH;
y
OPEN ON INCREASING FLOW
® X
CEILING/PENDANT-MOUNTED FLUORESCENT
O
GROUND ROD
GENERAL NOTES:
tM�J
ry-T-Y,
TRANSFORMER
Y
FIXTURE NORMAL/EMERGENCY
FAA
FIRE ALARM ANNUNCIATOR
1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL
SYMBOLS MAY BE USED
ON THIS PROJECT.
X
WALL -MOUNTED FLUORESCENT FIXTURE
A 3-PHASE, 3-WIRE DELTA CONNECTION
Y
NORMAL/EMERGENCY
FACP
FIRE ALARM CONTROL PANEL
2. SCREENING OR SHADING
OF WORK IS USED TO INDICATE EXISTING
1e, 3-PHASE, 4-WIRE GROUNDED WYE
,t
X
�
EMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS
COMPONENTS OR TO
DE-EMPHASIZE PROPOSED IMPROVEMENTS
CONNECTION
AS SHOWN
FIRE ALARM MANUAL PULL STATION
TO HIGHLIGHT SELECTED
SHEET FOR USAGE.
TRADE WORK. REFER TO CONTEXT OF EACH
1°'00
SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE,
TX
Y
EMERGENCY LIGHT, REMOTE MOUNTED HEAD
3. SEE P&ID LEGEND SHEET FOR PROJECT -SPECIFIC EQUIPMENT
PHASE, NUMBER OF WIRES WHEN INDICATED
SYMBOLS, EQUIPMENT
ABBREVIATIONS, AND PIPING SYSTEM
ABBREVIATIONS.
Issal
HDR Engineering, Inc.
of the Carolinas
1780-2 Chandlers Lane I Sunset Beach, NC 28648
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
B.FOX, PE
CHECKED BY
B. FOX, PE
1
10/08
REGULATORY SUBMITTAL
ISSUE
DATE
DESCRIPTION
1 PROJECT NUMBER
008176-68249-01 f
SE L
F Nit" �pl10lp8
6• A'61f
••NNNaea•••••••
BRUNSWI K;°COUNTY
-..
PUBLIC. YfILIES
CALABA, ST TER
COLLECTION''' yy§jE, I EXPANSION
y jjk'a\1rys.4�4
BRUNSWICK COUNTY NORTH CAF
ELECTRICAL ABBREVIATIONS,
SYMBOLS AND NOTES
O 1" 2,, FILENAME OOG-04.dwg
JA SCALE NO SCALE
OOG-04
1C
C
I-
v

1 I 2 I 3 I 4 I 5 I 6 I 7 I 8
O 20A OR O 100AF
> )
LOW - VOLTAGE CIRCUIT BREAKER (CB).
SHOWN.
100 KVA
NON -MOTOR LOAD WITH DESIGN KVA, KW, OR
AMP
0
NORMALLY OPEN LEVEL SWITCH,
X "- X
DOUBLE-FACED CEILING OR WALL -MOUNTED
80AT
RATINGS AND NO. OF POLES AS
CLOSE ON RISING LEVEL
2 Hz
EXIT LIGHT; DIRECTIONAL ARROWS (IF REQUIRED)
O'
GROUND ROD
0 3P 0 3P
WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES
TYPE.
NORMALLY CLOSED LEVEL SWITCH,or
Y Y
AS INDICATED ON PLANS
TYPES:
OPEN ON RISING LEVEL
X X
® rvyl
SINGLE -FACED CEILING OR WALL -MOUNTED EXIT
LIGHT; DIRECTIONAL ARROWS (IF REQUIRED) AS
FAA
FIRE ALARM ANNUNCIATOR
""" CPT
CONTROL POWER TRANSFORMER (CPT)
Y Y
MCCB - MOLDED CASE
1CCB - INSULATED CASE
LOW - VOLTAGE POWER
I I
NORMALLY OPEN PRESSURE SWITCH,
CLOSE ON INCREASING PRESSURE
X
INDICATED ON PLANS
AREA OR ROADWAY LIGHT - POLE -MOUNTED
FACP
FIRE ALARM CONTROL PANEL
LVP -
MCP - MOTOR CIRCUIT PROTECTOR
(RATING PER CONNECTED LOAD)
-3 F
VOLTAGE TRANSFORMER (VT OR PT)
or
NORMALLY CLOSED PRESSURE SWITCH,
Y
LIGHTING FIXTURE SUBSCRIPTS:
❑
FIRE ALARM MANUAL PULL STATION
CB
SEPARATELY MOUNTED CIRCUIT BREAKER; SEE
OPEN ON INCREASING PRESSURE
X - INDICATES FIXTURE TYPE PER LIGHTING
FIXTURE SCHEDULE
CR
FIRE ALARM CONTROL RELAY
ELECTRICAL ONE - LINE DIAGRAM OR
SCHEDULE FOR DESCRIPTION
CURRENT TRANSFORMER (CT)
NORMALLY OPEN LIMIT SWITCH,
CLOSE ON REACHING LIMIT
Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD
z - INDICATES CONTROLLING SWITCH (IF REQUIRED)
FS
FIRE ALARM CONTACT, FLOW SWITCH
"'ttt
GFP
GROUND FAULT PROTECTION
OV
Q
NORMALLY CLOSED LIMIT SWITCH,
X $
X
TOGGLE SWITCH
TS
FIRE ALARM CONTACT, TAMPER SWITCH
WH
UTILITY WATT-HOUR METER PER UTILITY
REQUIREMENTS
OPEN ON REACHING LIMIT
SUBSCRIPTS:
X - INDICATES TYPE
PS
FIRE ALARM CONTACT, PRESSURE SWITCH
52
MEDIUM - VOLTAGE CIRCUIT BREAKER
.
NONE - SINGLE POLE
"{0}-
FUSE, SIZE, AND NUMBER OF FUSES AS NOTED
DMP
DIGITAL METERING PACKAGE
0----0
FIELD WIRING EXTERNAL TO CONTROL PANEL
3 - THREE-WAY
4 - FOUR-WAY
OX AND (J )X
SMOKE AND DUCT DETECTOR
— —
X
INTERLOCK; X INDICATES TYPE
HP -TOGGLE SWITCH, HORSEPOWER RATED
K - KEY SWITCH
v
-�
FUSED RATING, FUSE SIZE,
TE MANUAL MOTOR STARTER WITH THERMAL ELEMENT
SUBSCRIPT:
CUTOUT, CURRENT
TYPES:
-
AND NUMBER OF POLES AS NOTED
RTM
RUN TIME METER
P - PILOT LIGHT
I - IONIZATION TYPE
E - ELECTRICAL
L - LIGHTED HANDLE
P - PHOTOELECTRIC TYPE
-��
FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE,
M - MECHANICAL
Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)
(DX
AND QUANTITY AS NOTED
OFF
K - KEY
HEAT DETECTOR
GROUND
HAND j AUTO
NON -FUSED SWITCH, CURRENT RATING, AND
_
�� X00
3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS;
SPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANS
SUBSCRIPT:
NUMBER OF POLES AS NOTED
b
UNLESS OTHERWISE NOTED, 2-POSITION SIMILAR
R/C - RATE COMPENSATION
DISCONNECT OR DRAWOUT CONNECTION
LIGHTNING ARRESTER
_
_�_ OOX
®
PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF
R/F - COMBINATION RATE OF RISE
AND FIXED TEMP
RECEPTACLES AS NOTED OR SPECIFIED
R - RATE OF RISE
A & A
MAGNETIC MOTOR STARTER AND
SEPARATELY MOUNTED COMBINATION MAGNETIC
SPD
LOW VOLTAGE SURGE PROTECTIVE DEVICE
0 0
NORMALLY OPEN PUSHBUTTON, MOMENTARY
CONTACT UNLESS OTHERWISE NOTED
N
TELECOMMUNICATIONS OUTLET JUNCTION BOX
X
F - FIXED
ALARM BELL
B B
MOTOR STARTER
o I
NORMALLY CLOSED PUSHBUTTON, MOMENTARY
CONTACT UNLESS OTHERWISE NOTED
X
p®
QUAD -DUPLEX RECEPTACLE, TWO NEMA 5-20R
MOTOR CONTROLLER AND
ELECTRICAL CONNECTION
—X
INDICATING LIGHT, X INDICATES LENS COLOR
Y
X
UNDER COMMON COVER PLATE
�
ALARM HORN
D & D o
SEPARATELY MOUNTED MOTOR CONTROLLER WITH
��qo,
v
DUPLEX RECEPTACLE, NEMA 5-20R
ALARM FLASHING LIGHT
SHORT CIRCUIT PROTECTION AND DISCONNECT
I
-t- OR OR -
NO ELECTRICAL CONNECTION
X
PUSH TEST INDICATING LIGHT, X INDICATES
Y
MOTOR STARTER AND CONTROLLER SUBSCRIPTS:
I
LENS COLOR
X
EB
ALARM BELL AND FLASHING LIGHT
Fe
SIMPLEX RECEPTACLE, NEMA 5-20R
COMBINATION UNIT
A - MAGNETIC STARTER NEMA SIZE
SV OR
SOLENOID VALVE
LENS OLORS:
Y
SUBSCRIPTS:
X
ALARM HORN AND FLASHING LIGHT
B - STARTER TYPE
R - R D Y -YELLOW
G - GREEN W - WHITE
X - INDICATES TYPE
COMBINATION UNIT
NONE - FULL VOLTAGE NON -REVERSING (FVNR)
B - BLUE A - AMBER
GFCY - ROUND CIRCUIT
SUBSCRIPT:
FVR - FULL VOLTAGE REVERSING
23 -TWO SPEED
X
CONTROL/RELAY COIL; X INDICATES TYPE,
TRANSF RMER
- INDICATES RCUITAULT
FROMNPANELBTERD
NONE - GENERAL ALARM
RVAT - REDUCED VOLTAGE AUTO TRANSFORMER
Y
Y INDICATES LOOP NO. WHEN USED
DEVICE
TYPES:
—Q
CONDUIT TURNING UP
F - FIRE ALARM DEVICE
C - CONTROL DIAGRAM OR CONTROLS
CR - CONTROL RELAY
SS
SELECTOR SWITCH
SCHEDULE NUMBER (IF REQUIRED)
DP - DEFINITE PURPOSE RELAY
CONDUIT TURNING DOWN
LC - LIGHTING CONTACTOR
PB
PUSHBI. TTON
D - CONTROLLER TYPE
M - MOTOR STARTER
HOME RUN TO PANEL, 2 #12, 1 #12G IN
VFD - VARIABLE FREQUENCY DRIVE
PC - PHOTO CELL
TC - TIME CLOCK
IC-�
❑
INSTRUMENTATION/CONTROL DEVICE
3/4"C UNLESS OTHERWISE NOTED
SS - SOLID STATE
TR -TIMING RELAY
SEPARATELY MOUNTED COMBINATION MOTOR
L PANEL INTEGRAL OR PROVIDED WITH
STARTER OR CONTROLLER; SEE ELECTRICAL
-�F-
NORMALLY OPEN CONTACT (N.O.)
ASSOCIATED
A SSOCI TED EQUIPMENT
CIRCUIT RUN BETWEEN DEVICES EXPOSED IN
ONE - LINE DIAGRAM OR SCHEDULE FOR
NON -ARCHITECTURALLY FINISHED AREAS;
DESCRIPTION-
NORMALLY CLOSED CONTACT (N.C.)
CONTR L PANEL WITH DISCONNECT SWITCH INTEGRAL OR
CONCEALED IN ARCHITECTURALLY FINISHED
PROVIDED WITH ASSOCIATED EQUIPMENT
AREAS. CONDUIT AND CONDUCTOR SIZES SHALL
THERMAL OVERLOAD ELEMENT
NORMALLY OPEN TIME DELAY RELAY CONTACT
JUNCTIONOR PULL BOX
BETHE CIRCE. SAME AS THE HOMERUN FOR THE
WITH TIME DELAY ON CLOSING AFTER COIL IS
OL
ENERGIZED
PANELB ARD (250V TO 600V)
-- - - - -
CONDUIT RUN BETWEEN DEVICES CONCEALED IN
THERMAL OVERLOAD RELAY CONTACT
NORMALLY CLOSED TIME DELAY RELAY CONTACT
NON -ARCHITECTURALLY FINISHED AREAS OR
WITH TIME DELAY ON OPENING AFTER COIL IS
UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR
DISCONNECT OR SAFETY SWITCH, 30A, 3P,
ENERGIZED
®
PANELB ARD LESS THAN 250V
( )
SIZES SHALL BE THE SAME AS THE HOMERUN
FOR THE CIRCUIT.
u
u
NON -FUSED UNLESS OTHERWISE NOTED
NORMALLY OPEN TIME DELAY RELAY CONTACT
WITH TIME DELAY ON OPENING AFTER COIL IS
ELECTRI AL EQUIPMENT ENCLOSURE: SWITCHBOARD,
CIRCUIT HASH MARKS (WHEN INDICATED); LONG,
DE -ENERGIZED
MOTOR CONTROL CENTER, CONTROL PANEL, OR OTHER
HIIH
SHORT, SINGLE DOT, AND DOUBLE DOT
EQUIPM NT AS INDICATED
REPRESENT PHASE, NEUTRAL, EQUIPMENT
7 1/2 OR HP
MOTOR WITH DESIGN HORSEPOWER
NORMALLY CLOSED TIME DELAY RELAY CONTACT
WITH TIME DELAY ON CLOSING AFTER COIL IS
GROUND, AND ISOLATED EQUIPMENT GROUND,
(WHEN INDICATED)
DE -ENERGIZED
PC
PHOTOCELL
RESPECTIVELY. #12CAT IN 3/4" CONDUIT UNLESS
OTHERWISE INDICATED.
O
NORMALLY OPEN TEMPERATURE SWITCH;
CLOSE ON RISING TEMPERATURE
X
�
CEILING PENDANT -MOUNTED LUMINAIRE - HID,
--�
CIRCUIT CONTINUATION
�..c Y
COMPA T FLUORESCENT, OR INCANDESCENT
CONDUIT STUBBED OUT AND CAPPED
O
GENERATOR
NORMALLY CLOSED TEMPERATURE SWITCH;
OPEN ON RISING TEMPERATURE
X
Y
WALL- OUNTED LUMINAIRE - HID, COMPACT
FLUORE CENT, OR INCANDESCENT
XXX
CONDUIT TAG OR CIRCUIT NUMBER - WIRE AND
CONDUIT SIZE AS SPECIFIED IN CIRCUIT
0
TRANSFER SWITCH, CURRENT RATING, AND
NUMBER OF POLES AS NOTED
�0
NORMALLY OPEN FLOW SWITCH;
©Q Y X
CEILING PENDANT -MOUNTED FLUORESCENT
SCHEDULE ON THE SHEETS
CLOSE ON INCREASING FLOW
FIXTURE
ATS
ATS - AUTOMATIC
MTS MANUAL
11:90 X
WALL- OUNTED FLUORESCENT FIXTURE
- -
GROUND CABLE
-
NORMALLY CLOSED FLOW SWITCH;
Y
OPEN ON INCREASING FLOW
®X
CEILING PENDANT -MOUNTED FLUORESCENT
------�
DISCRETE SIGNAL
GENERAL NOTES:
Y
FIXTURE NORMAL/EMERGENCY
1. THIS IS A STANDARD ELECTRICAL SYMBOLOGY SHEET. NOT ALL
�Y�Y1
TRANSFORMER
X
WALL- OUNTED FLUORESCENT FIXTURE
-
- - - - - "'
ANALOG SIGNAL
SYMBOLS MAY BE
USED ON THIS PROJECT:
A 3-PHASE, 3-WIRE DELTA CONNECTION
� Y
NORMAL/EMERGENCY
2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING
Y� 3-PHASE, 4-WIRE GROUNDED WYE
�X
EMERGE,ICY LIGHT FIXTURE, 2 ATTACHED HEADS
COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS
CONNECTION
Y
TO HIGHLIGHT SELECTED
TRADE WORK. REFER TO CONTEXT OF EACH
AS SHOWN
SHEET FOR USAGE.
aw
SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE,
i X
Y
EMERGENCY LIGHT, REMOTE MOUNTED HEAD
3. SEE P&ID LEGEND
SHEET FOR PROJECT -SPECIFIC EQUIPMENT
PHASE, NUMBER OF WIRES WHEN INDICATED
SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM
ABBREVIATIONS.
IMA.
HDR Engineering, Inc.
of the Carolinas
1780.2 Chandlers Lane I Sunset Beach, NC 28648
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
M. SHULTZ, PE
1
10/08
REGULATORY SUBMITTAL
ISSUEI
DATE
DESCRIPTION
PROJECT NUMBER
008176-68249-01t
sN' �. ° �
�
!' ° IIpI
S
wi��°`�
BRUNS
PUBJ
CALAB I
COLLECTION
BRUNSWICK COUNTY
M,OUNTY INSTRUMENTATION LEGEND
`)Kt IES
SfEWATER
;r
EWEXPANSION SHEET
0 V, 2" FILENAME OOG-05.dwg
NORTH CAROLINA I I SCALE I NO SCALE I OOG-05
C
N

2 I
EDIHI
3
I
4 I
5 I 6 I
7 I 8
PROJECT
SPECIFIC ABBREVIATIONS
GENERAL PROJECT NOTES
1.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED
17.
ALL TIE-INS SHALL BE SCHEDULED AND COORDINATED WITH BRUNSWICK COUNTY
WITH THE WORK UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL
UTILITIES AT LEAST 24 HOURS PRIOR TO MAKING CONNECTION.
ARV -
AIR RELEASE VALVE
MB
- MAIL BOX
FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE
18.
SEE SPECIFICATION SECTION 02221 FOR BLASTING REQUIREMENTS.
ASP -
ASPHALT
MH
- MANHOLE
CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA).
19.
REMOVAL AND REPLACEMENT OR REPAIR OF EXISTING UTILITY SERVICES
BCPU -
BRUNSWICK COUNTY PUBLIC
UTILITIES
SHALL BE COORDINATED WITH APPROPRIATE UTILITY COMPANY. COST SHALL
OHP
- OVERHEAD POWER/TELEPHONE LINE
2.
USE ADEQUATE SHORING METHODS TO ENSURE:
BE BORNE BY THE CONTRACTOR.
BFV -
BUTTERFLY VALVE
OHT
- OVERHEAD TRANSMISSION LINE
A. COMPLIANCE WITH OSHA REGULATIONS.
20.
IT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS.
WITH POWER AND TELEPHONE COMPANIES FOR RELOCATING OR STABILIZING ANY
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY
EXISTING POLES DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE AT
BO -
BLOW -OFF
OR EASEMENTS AS INDICATED.
NO ADDITIONAL COST TO THE OWNER.
PED
- PEDESTAL
BS -
BUSINESS SIGN
21.
REMOVE AND REPLACE WITH EQUAL OR BETTER MATERIAL ALL EXISTING PAVEMENTS,
3.
INSTALL GRAVITY SEWER, SEWER FORCE MAIN AND LOW PRESSURE SEWER
DRIVEWAYS, GRAVEL ROADWAYS, PIPE CULVERTS, CULVERT HEADWALLS, FENCES,
P/L
- PROPERTY LINE
AS INDICATED ON PLANS AND DO NOT DISTURB ANY AREA WITHIN 3' (FEET)
BILLBOARDS, MAIL BOXES, AND MISCELLANEOUS ITEMS WHERE REQUIRED TO
FROM THE EDGE OF PAVEMENT (UNLESS NOTED OTHERWISE). LIMITS OF
COMPLETE THE CONSTRUCTION.
CAN
- CABLE TELEVISION
PP
- POWER POLE
CONSTRUCTION SHALL BE CONFINED TO EXISTING NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION (NCDOT) RIGHTS OF WAY OR EASEMENTS INDICATED.
22.
TAKE APPROPRIATE ACTION TO ENSURE THAT ACCESS TO EXISTING RESIDENCES
CB
- CATCH BASIN
AND PROPERTY IS NOT IMPAIRED DURING CONSTRUCTION. PROVIDE TEMPORARY
RCP
- REINFORCED CONCRETE PIPE
DRIVEWAY ACCESS FOR ALL PROPERTY OWNERS ADJACENT TO CONSTRUCTION
AREAS, IF REQUIRED DURING PERIODS WHEN CONSTRUCTION IN THE AREA IS
CONC
- CONCRETE
4.
ACCESS TO THE PIPELINE RIGHT-OF-WAY SHALL BE ALONG EXISTING ROADS OR
IN PROGRESS.
RJ
- RESTRAINED JOINT
ALONG PERMANENT AND CONSTRUCTION EASEMENTS ONLY. IF ADDITIONAL AREAS
CMP
- CORRUGATED METAL PIPE
ARE NEEDED FOR THE STORAGE OF EQUIPMENT OR SUPPLIES, MAKE ARRANGEMENTS
FOR OBTAINING SUCH AREAS AND NOTIFY THE OWNER OF ALL SUCH ARRANGEMENTS
23.
.WHEN A TEMPORARY DRIVEWAY CONNECTED TO NCDOT ROADWAY IS REQUIRED,.
RS
- ROAD SIGN
OBTAIN ANY NECESSARY PERMITS FROM NCDOT.
DIP
- DUCTILE IRON PIPE
R/W
- RIGHT-OF-WAY
5.
PIPE AND MATERIALS NEEDED FOR CONSTRUCTION WILL BE DELIVERED TO THE
SITE DAILY, AS NEEDED. MATERIALS SHALL NOT BE STORED OR STRUNG ALONG
24.
TESTING AND CLEANING:
DR
- DRIVE
RPZ
- REDUCED PRESSURE ZONE
ROADWAY UNLESS PERMITTED BY NCDOT.
A. MAKE PROVISIONS FOR TEST SECTIONS AND/OR OTHER FACILITIES
REQUIRED FOR TESTING THE PIPELINE. SUCH FACILITIES WILL NOT BE
SCP
- STEEL CASING PIPE
6.
GRAVITY SEWER, SEWER FORCE MAIN AND LOW PRESSURE SEWER TO BE
PAID FOR SEPARATELY BUT SHALL BE INCIDENTAL TO THE UNIT PRICE
EOP
- EDGE OF PAVEMENT
INSTAW T N 5 FEET OF EDGE OF RIGHT OF WAY UNLESS SHOWN
BID FOR THE PIPE
fal
MDR Engineering, Inc.
of the Carolinas
FB
- FLOWER BED
FH
- FIRE HYDRANT
FM
- FORCE MAIN
FO
- FIBER OPTIC CABLE
GR
- GRAVEL
GV
- GAS VALVE
GW
- GUY WIRE
IE - INVERT ELEVATION
LF - LINEAR FEET
LP - LIGHT POLE
LPS - LOW PRESSURE SEWER
LL
OR NOTED OTHERWISE. PARCEL LINES INCLUDING RIGHT-OF-WAY LINES
B. LIMITED WATER WILL BE AVAILABLE FOR TESTING OF NEW SEWER FORCE
SS - SANITARY SEWER
ARE TAKEN FROM BRUNSWICK COUNTY GIS SYSTEM AND IN MANY CASES
MAIN AND LOW PRESSURE SEWER. OBTAIN WATER FOR INITIAL FILLING
DO NOT PERFECTLY ALIGN WITH THE SURVEYED RIGHT-OF-WAY
AND TESTING FROM BRUNSWICK COUNTY PUBLIC UTILITIES. QUANTITY
SST - STAINLESS STEEL
MONUMENTS AND EXISTING PROPERTY CORNERS. CONTRACTOR IS TO USE
AND TIME OF WATER DELIVERY WILL BE DETERMINED BY COUNTY STAFF.
EXISTING RIGHT-OF-WAY MONUMENTS AND EXISTING PROPERTY CORNERS
TO LOCATE THE RIGHT-OF-WAY TO PROPERLY INSTALL THE RESPECTIVE
C. SEE SPECIFICATION SECTION 15060 FOR ADDITIONAL INFORMATION.
STA - STATION
UTILITY LINES AS INDICATED ABOVE.
7.
PLACE SCREENINGS MINIMUM 1/4" THICK AND/OR SAND ON ALL
25.
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY
PAVED ROADS PRIOR TO PLACEMENT OF EXCAVATED MATERIAL AND/OR BACKFILL
PROTECTED BY BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
TEL - TELEPHONE
ON NCDOT PAVEMENT.
26.
REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE
TS&V - TAPPING SLEEVE AND VALVE
PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION
8.
REPAIR/REPLACE ALL STATE MAINTAINED PAVEMENT DAMAGED BY
OF THE OWNER/ENGINEER AND NCDOT.
CONSTRUCTION ACTIVITIES TO SATISFACTION OF NCDOT. NO SEPARATE
PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED ON PLANS.
27•
ALL ROCK, BRUSH, TIMBER, AND OTHER DEBRIS THAT ARE CLEARED FROM THE
UGE - UNDERGROUND ELECTRICAL
RIGHTS -OF -WAY SHALL BE REMOVED FROM THE PREMISES AND SHALL NOT BE
9.
INSTALL TRACER WIRE ON ALL BURIED NON-METALILIC SEWER
PLACED ON ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH
PIPING. INSTALL LOCATING TAPE ON ALL BURIED SEWER PIPE.
PLACEMENT OR DISPOSAL ARE MADE WITH THE APPROPRIATE PROPERTY OWNERS.
VB - VALVE BOX
28.
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE
10.
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE COMPILED
IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED
WL - WATER LINE
BASED ON THE BEST INFORMATION AVAILABLE. THESE LOCATIONS ARE NOT
UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
INTENDED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE LOCATION
29.
THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE PAYMENT WILL BE
WM - WATER METER
AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL AHEAD
MADE FOR DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE
OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT TO SEWER FORCE MAIN
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE UNIT
WV - WATER VALVE
ALIGNMENT AND ELEVATION AS REQUIRED. NO SEPARATE PAYMENT WILL BE MADE
PRICE BID FOR THE PIPE.
FOR FIELD VERIFICATION OR ADJUSTMENT OF DEPTH AS REQUIRED. ADJUSTMENTS
TO LAYOUT SHOWN SHALL BE SUBJECT TO ENGINEER APPROVAL. CONTRACTOR
30.
RECORD AND SUPPLY TO THE ENGINEER THE FOLLOWING
SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY CONSTRUCTION-
INFORMATION:
RELATED ACTIVITIES TO EXISTING UTILITY SERVICE LINES.
A. LOCATION AND ELEVATION OF ALL APPURTENANT CONNECTIONS.
B. "AS -BUILT" INVERTS AND PROFILE OF CONSTRUCTED PIPELINE.
11.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, STOP WORK IMMEDIATELY,
TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE,
C. THE LOCATION OF ALL UTILITIES CROSSED AND THE NEW LOCATION
AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR
AND DEPTH OF ALL RELOCATED AND/OR ADJUSTED UTILITIES.
RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS, OR OTHER
UTILITIES DAMAGED BY CONTRACTORS OPERATIONS AT NO COST TO OWNER.
31. ALL AREAS WHERE THE EXCAVATION FOR INSTALLING THE NEW FORCE MAIN IS
PLAN AND
PROFILE SHEETS GENERAL NOTES
WITHIN THE 1:1 SLOPE FROM THE EDGE OF PAVEMENT MAINTAINED BY NCDOT
WILL REQUIRE
12. ALL MAIN -LINE VALVES ARE PLUG VALVES AND SHALL BE SAME SIZE AS
SHORING. WHERE SHORING IS REQUIRED DURING THE GRAVITY
LINE SIZE. OPERATING NUTS SHALL EXTEND WITHIN 2 FEET OF GROUND SURFACE.
SEWER OR SEWER FORCE MAIN INSTALLATION, INSTALL SHORING TO THE
DEPTH REQUIRED TO PROTECT THE ADJACENT ROADWAY. THE TOP OF THE
SHORING MUST BE EVEN WITH THE GROUND OR THE ROADWAY, WHICHEVER IS
13. RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND SWALES
HIGHER. PIPE MUST BE INSTALLED AND TRENCH MUST BE COMPLETELY
1, MATCHLINES ARE
ONLY PROVIDED WHEN PIPE FUNCTION IS CONTINUED
DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
RESTORED AND TAMPED BEFORE SHORING IS TO BE REMOVED. PROVIDE
ON REFERENCED
SHEET.
NCDOT APPROVED TRAFFIC CONTROL IN AREAS WHERE SHORING IS REQUIRED.
14. AIR RELEASE VALVES ARE SHOWN AT HIGH POINTS ALONG THE SEWER FORCE
V1 12/2008 REGULATORY SUBMITTAL
ISSUE DATE I DESCRIPTION
MAIN AND LOW PRESSURE SEWER ROUTE. INSTALL SEWER FORCE MAIN AND LOW
32. ANY DAMAGE TO NCDOT DRAINAGE SYSTEMS ARE TO BE REPLACED
PRESSURE SEWER SO THAT THE LOCATION OF THE AIR RELEASE VALVES WILL
IMMEDIATELY WITH LIKE KIND DRAINAGE PIPES AND STRUCTURES. NO
ALSO REPRESENT THE HIGH POINT IN THE SEWER FORCE MAIN AND LOW
OBSTRUCTIONS TO EXISTING DITCHES WILL BE ALLOWED.
PRESSURE SEWER. THE AIR RELEASE VALVES SHALL BE PLACED ON THE
RIGHT-OF-WAY LIINE, WHEN IN THE NCDOT RIGHT-OF-WAY.
33. ALL TOPOGRAPHIC SURVEY INFORMATION WAS PROVIDED BY STEWART
15. ALL BORES SHALL MAINTAIN A MINIMUM OF 18 INCHES CLEARANCE BETWEEN
ENGINEERING INC.
SCP AND EXISTING UTILITIES. WATER, TELEPHONE, AND CABLE TV LINES ARE
ASSUMED TO HAVE A MINIMUM OF 3 FEET OF COVER. INSTALL AND MAINTAIN
34. UTILITY LOCATION PHONE NUMBERS ARE AS FOLLOWS
CONCRETE BARRIERS AROUND BORE PITS.
- NC ONE CALL- 1-800-632-4949
- BRUNSWICK COUNTY PUBLIC UTILITIES- 910-253-2860
16. AT ALL FITTINGS AND/OR BENDS, CONTRACTOR SHALL USE PIPE
- ATMC- 910-754-4317
MANUFACTURER'S RECOMMENDED RESTRAINED JOINT SYSTEM (SEE
- NCDOT SIGNALS- 1-888-813-6508
SPECIFICATION SECTIONS 15060 AND 15062). RESTRAINED JOINT SYSTEM
CONTACT OTHER UTILITIES AS REQUIRED.
SHALL BE SUBJECT TO ENGINEER'S APPROVAL. (THE USE OF 'GRIPPER' TYPE
GASKETS IS PROHIBITED).
PROJECT MANAGERI
E.
WILLIAMS,
PE
DESIGN ENGINEER
R.
PLUMMER,
PE
CHECKED BY1
K.
BARRETT,
PE
I PROJECT NUMBER 1008176-68249-0181
SEAI��
12434 S
°. G' �.FNGIt'IEE�..•S ��sl 1 yI o9
BRUNSWI;CK,COUNTY
PUBLIC;UTILtIES
CALABA SM W. ASTEWATER
COLLECTION SYSTMEXPANSION
{
BRUNSWICK COUNTY NORTH CAROLINA
PROJECT SPECIFIC ABBREVIATIONS
GENERAL PROJECT NOTES
0 1" 2" FILENAME OOG-06.dwg SHEET
SCALE NO SCALE OOG'06
D
C
B
A
60-2 Chandlers Lane I Sunset Beach, NC 296

2 1 3
"SANITARY SEWER" NON PRESSURE
SEWER GUARD 316 TO BE CAST ON LID TYPE FRAME AND COVER
SS IN TRAFFIC AREA UNLESS SPECIFIED
PLASTIC IN NON OTHERWISE ON DRAWINGS
TRAFFIC AREA.
USE UP TO THREE COURSES
/Yi?✓ x OF BRICK FOR ADJUSTMENT
v
7"
24'-1 3/4"
7"
MIN MIN
Z
MH STEPS, 12" O.C.
CONE
CO
— — 6" EXTERNAL SEAL
-- WRAP, ALL BURIED JOINTS N
STRAIGHT WALL OF w
MANHOLE TO BE
RISER
LOCATED OVER
INFLUENT PIPE
II I BASE SECTION
PER PLANS < w
f— 6' MIN Ir
CONCRETE 2" FALL I
fit- -tom INVERT
6" MIN
FLEXIBLE COUPLING CAST IN BASE 6" (MIN)
OR INSTALLED IN CORED HOLE WITH EXTENDED BASE
STAINLESS STEEL COMPRESSION DEVICE.
6" LAYER
NOTE: SEE SPECIFICATION SECTION 02515 FOR OF GRANULAR
ADDITIONAL REQUIREMENTS. BEDDING MATERIAL
STANDARD PRECAST MANHOLE DETAIL
NTS
8"X 1/2" S
PLATE STRAI
1 TYP
1 1/2"
Ju 2- 3/4"0 X 4"
W/HEX NUTS (T'r
10" 8"X 1/2" Th
10"X 4"X 1 / I
J
(SHOE -BEND ENDS UP 1/2")
STEEL SPIDER DETAIL
NTS
3" MIN
BOLT THRU
—— — — SUPPORT AND TYP BOTH LEGS }-
0 0 FLANGE
O BOLTS
ADJUST L3x3x3/8 '
-- MAINTAIN TOP LEG
NORMAL TO PIPE E
d Q
U
M a-
�7 3/4" EPDXY ADHE`
ANCHORS, TYPICAL
- NOTE: ALL MATERIALS AND FASTENERS SHALL BE 316 SS.
RISER PIPE SUPPORT DETAIL
NTS
IMA.
MDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach. NC 28648
VARIES
3'-0" MAX
5 I 6
r_I'nUF
J+
r l'.
E W�
1/4" RIM RAISED 1/4" "W'ERR'r
�,� WE:R
1" HOLE TAPERED TO 1 1/8" MANHOLE
ON REVERSE SIDE
USE GROUT TO FORM
NEW INVERT AND BENCH
1'-11 1/4" TO DIRECT FLOW DOWNSTREAM
1'-8 1/2"
2'-1 1/4"
1'-11 1 Z"
1 1/4"
SURFACE TO BE MACHINED
/2" RIBS EQUALLY SPACED
SURFACE TO BE MACHINED
;'RAVi �'I �,YEs�
8
FINISHED GRADE
COMMON TRENCH BACKFILL
12,.
CAREFULLY COMPACTED
BACKFILL
4" MIN
�t�jr�\'
COMPACTED GRANULAR
MATERIAL
NOTE: SEE
SPECIFICATION SECTIONS 02221,
15060, AND 15062.
FLANGED
TEE
BEDDING DETAIL
BLINDFLANGEPIPE
FOR GRAVITY
DIP
GRAVITY SEWER
� SEWER AND
90' BEND FOR
NTS
LOW PRESSURE
SEWER.
FINISHED GRADE
CORE DRILL
OPENING
COMMON TRENCH BACKFILL
STAINLESS
STEEL STRAPS
(TYP)
90' FLANGED
12"
BASE FITTING
4" MIN
Cr�ivfC(,E1'L LsE_NCI-I
p
— — — — — — — �,— _ — — —
NOTES:
1. PROVIDE WATERTIGHT SEAL BETWEEN MANHOLE WALL AND
PIPE USING LINK -SEAL ON CONCRETE MANHOLES.
1'-10 1/4"
1/2"
2. INSIDE DROP MANHOLE IS ONLY TO BE USED IF
4-5/ 8'
2'-1 2"
4 5 8'
DIRECTED BY ENGINEER. USE OUTSIDE DROP UNLESS
OTHERWISE DIRECTED BY ENGINEER.
2'-10 1/2"
STANDARD
MANHOLE FRAME
AND COVER
INSIDE DROP MANHOLE
NTS NTS
SHOULDER DITCH
PAVEMENT I
1'-
6" (MAX)
10" (MIN)
12'-0" MAXIMUM
3' MIN.
8" BRICK
BULKHEAD AT EACH
3' MIN. BETWEEN SPACERS 3' MIN.
END
OF CASING PIPE (WATERTIGHT)
1
(SEE
NOTE 1)
CH ANGLE
THREE CASING SPACERS
PROVIDE 3/4" WEEP
PER PIPE JOINT AS REQUIRED
HOLE IN BULKHEAD
CLEAR
CARRIER PIPE
TO MEET MAXIMUM SPACING
STEEL CASING
AT LOW END OF CASING
TS AS
PIPE
PIPE AND 1/4 CU.YD.
OF CRUSHED STONE
!UIRED
AT WEEP HOLE.
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF 1'-6"
NOTES:
TYP
FROM EACH SIDE OF JOINT
1. ENDS OF CASING CAN BE SEALED
USING A MODEL AC
CASING END PLUGS
PULL -ON END SEAL GASKET AS MANUFACTURED
BY
ADVANCE PRODUCT SYSTEMS, INC.
OR APPROVED EQUAL
CASING SHALL BE PLUGGED ON BOTH ENDS
IN LIEU OF BRICK BULKHEAD.
BEFORE BACKFILLING
ELEVATION
TYPICAL
PIPE CROSSING
NTS
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
I DATE
I DESCRIPTION
PROJECT NUMBER
008176-68249-018
.�'o, ` i� CARO
IE A
2434 FIIyIo9
��•.FN61NtE�•'S•Sr `
F,p�� WIti��.�•F
a•n••N•••
BRUNS
PUB_
CALABA.
COLLECTION
WICK COUNTY
OUNTY
'IL STIES
S�'WATER
�M_EXPANSION
�ii!Y��� COMPACTED
NOTE: SEE SPECIFICATION SECTIONS 02221, 15060, AND 15064.
PIPE
BEDDING
PVC GRAVITY SEWER Am"k
a&y
�'NISHED GRADE
)MMON TRENCH BACKFILL
4" MIN CAREFULLY COMPACTED
BACKFILL
71
COMPACTED GRANULAR
MATERIAL
NOTE: SEE SPECIFICATION SECTIONS 02221, 15060, 15062, AND 15064.
PIPE BEDDING DETAIL,PVC AND DIP
NTS
VARIES — SEE PLAN
SURFACING
oo° o°°000°0000 /./.�%
\j\ o0o00 000°0000000000 \/ a" MIN.
//\oo oo° oo °o °o °o
NOTES: SUBGRADE
1. SURFACING TO BE CRUSHED ROCK WITH THE FOLLOWING GRADATIONS
AND PROPERTIES:
1 3/4 INCH 0
7/8 INCH 10-35
3/8 INCH 30-50
NO. 4 45-65
NO. 40 70-85
MAXIMUM LIQUID LIMIT 35
MAXIMUM PLASTICITY INDEX 10
MAXIMUM WET BALL MILL 50
MAXIMUM INCREASE IN PASSING
O.
FROM WET BALL
ALL WEATHENR 40ACCESSL� DRIVE DETAIL ,/
NTS
NORTH CAROLINA I
STANDARD SEWER DETAILS
0 1" 2" FILENAME OOC-01.dwg SHEET
SCALE OOC-01
IN
C
I
IA

6 i 7 ( 8
G d
e .
PROVIDE SINGLE ROW BRING WIRE WITHIN CARDINAL RED. THE ENTIRE SIGN IS OVERLAID WITH FLEXCON EVL 400 VINYL #V-29,
STD WT STL PIPE OF SEALS FOR PIPES _ + 4" OF COVER LAMINATED AT 40 PSI. ALL LETTERING IS STANDARD BOLD CONDENSED.
SLEEVE, GALV AFTER - LESS THAN 16" DIA.
FABRICATION 3/16 b PROVIDE DOUBLE ROW
OF r PIPE THRU e SEALS FOR PIPE
ANNULAR SEAL WALL OR FLOOR ' 16" DIA AND LARGER:
o ANVIL FIG. 264
LU
APPROVED EQUAL
PIPE THRU WALL
OR FLOOR a4"Z GALV. STD. PIPE NOTE: PROVIDE TRACER WIRE ON ALL J�wwx cN r
- NON-FERROUS PIPELINES. Property Operty �T
Brunswick County
1/4 (4)-5/8"0 CIP OR Public Utilities
EPDXY ANCHORS (DRILLED
e _ & SET IN 6" EPDXY) IN CASE OF EMERGENCY
AS RECOMMENDED T/CONC. SLAB
AS RECOMMENDED WALL SLEEVE OR ALARM
BY ANNULAR 1/4"x3' STEEL IE 1" NON -SHRINK GROUT, 6" (MIN.) I p1
SEAL MFR SEEP RING BY ANNULAR SEAL �" GALV. STEEL SHIMS u u CQII J1�-45�-�51�
° MANUFACTURER C�1 1 q
INTERIOR, DRY T/2 BURIED, WET OR v AS REQ'D EQ. EQ 12 GA. UNSHIELDED COPPER WIRE or 10-371-34lO CONTACT BRUNSWICK COUNTY
OR TOP SIDE I T<8" BOTTOM SIDE T/2 PUBLIC UTILITIES FOR SEWAGE
SLS --------------- LIFT STATION NAME
T
8" a� aoa AUTHORIZED PERSNNEL ONLY
GALV. BASE PL 5 8x9" SQ. aaa �+— 10' MAX. �I
NOTE: TYPICAL PENETRATION OF BURIED PIPE THROUGH PRECAST STRUCTURE. I I
PIPE SLEEVE WITH ANNULAR SEAL PIPE SUPPORT TYPE 1
NTS NTS
1 1/2" POLYETHYLENE TAPE
WRAPPED AROUND TWICE
2 RINGS OF 3 REINFORCEMENT BAR AS SHOWN VALVE TRACER WIRE DETAIL �31
7 3 4" DIA.
7 1 /8" DIA. _ / \
3'-2 1/
1 i 2
1/2"
2 1/4"
7
9 1/2"
1 1'-0 1/2"
SEWER
1/2"
A�
PLAN
6 15/16"
3) � - - - - -
i 1/2"
T
t6 5/8" 11/16"
(TYP.)
8" DIA.
SECTION A —A
STANDARD TELESCOPING VALVE BOX DETAIL r5�)
NTS
HDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach, NC 28648
3
0
PIPE
ANNULAR LINK -SEAL
i 5
NTS
I SEWER I
O 1
NON -SHRINK GROUT RING
AROUND CASTING
\ / 14" DIA.
23" DIA. —
PLAN MANHOLE STEPS TO
THE BOTTOM AT /
16" ON CENTER —/
10 3/4" MASTIC SEALANT
-H 60" ID PRECAST MANHOLE
SAND FILL \ 3,000 PSI CONCRETE (MIN.)
RISER SECTION
MANUFACTURER'S STANDARD
N
/—GROUND
BACKFLUSH ATTACHMENT —
CORED HOLES
FOR PIPE
zn,7 4°�3,000 P.S.I.a
° i, i i , i 2" CONCRETE
T\ . . . A\ } FOOTING
00
2"� i i COMPACTED EARTH IF71
BCPU PUMP STATION SIGN SPECIFICATIONS
MATERIAL: ANODIZED ALUMINUM, #5052 080 THICK
SIZE: 18" WIDE X 24" HIGH WITH 1.5" RADIUS ON ALL CORNERS
BACKGROUND: 3-M ENGINEER GRADE SCOTCHLITE REFLECTIVE FILM
ALL COPY AND BORDER IS 3-M SCOTCHCAL VINYL FILM, SAPPHIRE BLUE WITH THE EXCEPTION
OF THE PHONE NUMBER AND "AUTHORIZED PERSONNEL ONLY" WHICH ARE 3-M SCOTCHCAL.
PUMP STATION SIGN DETAIL r4
CJ NTS
STANDARD MANHOLE
FRAME AND COVER
(VENTED) 9" IN NCDOT RIGHTS -OF -WAY
PRE -CAST FLAT SLAB TOP
-16f~ FINISH GRADE
,
2 -O.� 1/2" GATE VALVE
COMBINATION AIR/VACUUM
RELEASE VALVE
6" MIN --I E-- ON APPLICATIONS WHERE
2" GATE VALVE NON -SHRINK GROUT PRESSURE SWITCHES ARE
TO MAKE WATERPROOF PRESENT, UTILIZE TEE AND
INSTALL DOWNSTREAM /
OF PULSATION DAMPER
2'-6" 5'-0' 20' SECTION OF DIP
CENTERED IN VAULT
IN -SHRINK GROUT
�• ate• s� sue• ate•- 1
6" GRANULAR BACKFILL
i■Ila_IIAII�
II®II®I�MATERIAL 7'
6 1/2" UNDISTURBED EARTH `8" GRANULAR FILL
VALVE BOX NOTES:
27" DIA.
110.
SECTION B—B
NOTE: TOTAL WEIGHT OF PROTECTIVE RING IS 115 LBS (MIN.).
PROTECTIVE RING DETAIL
NTS
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
I DATE
DESCRIPTION
PROJECT NUMBER
00817
6-68249-018 1
DRESS/p � .9
1�S-EE A �01/
12434 t llyloi
o °•,,*o NlE ,.•°c� pr
•••.•IIII•Wl L. F•��,
1. DIRECT TAP DIP FOR AIR VALVE ASSEMBLY; NO SADDLES.
2. FINISH GRADE SHALL BE 9 INCHES BELOW MANHOLE FRAME
AND COVER WHEN IN NCDOT RIGHT-OF-WAY, OTHERWISE,
MANHOLE FRAME AND COVER SHOULD BE 2 INCHES ABOVE
FINISHED GRADE.
3. LOCATE AT RIGHT-OF-WAY LINE ALONG NC DOT MAINTAINED
ROADS.
AIR RELEASE VALVE DETAIL
NTS
BRUNSWI_!
PUBLIC
CALABASH.
COLLECTION 0Y
`�%vm
BRUNSWICK COUNTY
PRESSURE GAUGE
(MOUNT VERTICAL)
UNION
1/2" NEEDLE VALVE
1/2" STAINLESS STEEL PIPE,
USE PIPE SADDLE ON PVC,
DIRECT TAP DIP
PRESSURE INDICATOR DETAIL
NTS
A_
OUNTY IITIES STANDARD SEWER DETAILS
EWATER
EXPANSION
0 1" 2" FILENAME OOC-02.dwg SHEET
NORTH CAROLINA SCALE OOC-02
D
C
B
A

1 I 2 I 3
414- ""-
SIPHON
BREAK
- Z
00 TOP OF
GROUND SLAB
LINE
NOTE:
wwx
Qa 1. NON -FREEZE POST TYPE.
2, HOSE BIBB SHALL ACCOMMODATE STANDARD
3/4" GARDEN HOSE.
2'x2'x6" THICK N 3. MATCH DRAIN PORT SIZE PROVIDED BY
CONCRETE PAD MANUFACTURER.
3„ LONG
NIPPLE
(NOTE 3)
VALVE HOUSING
BELOW FROST LINE 1" SUPPLY
LINE
8 CF 1 /2.,
DRAIN ROCK
YARD HYDRANT DETAIL
1/2" GRADE 60 STEEL
REINFORCEMENT
COPOLYMER POLYPROPYLENE PLASTIC
MANHOLE STEP
NO SCALE
GENERATOR
FINISHED
GRADE 0'
•-
y #5 BAR 0
6" LAYER OF SLAB SPACING
COMPACTED (BEND AS SHOWN)
GRANULAR
BEDDING 2-#5 BARS (CONTINUOUS)
ELEVATION VIEW
GENERATOR PAD DETAIL
NTS
FMA.
HDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach, NC 28648
0
5
LEGEND
POURED CONCRETE BLOCKS
UNDISTURBED EARTH
NOTE
1.
THESE
DETAILS ARE FOR BOTH VERTICALLY AND HORIZONTALLY LAID
PIPE.
2.
POURED IN PLACE CONCRETE SHALL BE 3000 PSI.
3.
LEAVE
JOINTS CLEAR OF CONCRETE FOR EASY ACCESS.
4.
POLYETHYLENE SHALL BE WRAPPED AROUND FITTINGS.
5.
TABLE
ASSUMES A MAX. WATER PRESSURE OF 150 PSI,
BEARING AREA OF THRUST BLOCK IN SQUARE FEET
FITTING
SIZE
90'
FITTING
45'
FITTING
224•
FITTING
114'
FITTING
TEE
FITTING
PLUG OR
CAP
1.5"
1.0
1.0
1.0
1.0
1.0
1.0
2"
1.0
1.0
1.0
1.0
1.0
1.0
3"
1.5
1.0
1.0
1.0
1.5
1.5
4"
2.5
1.5
1.0
1.0
2.0
2.0
6"
5.0
3.0
1.5
1.0
4.0
4.0
CONCRETE BLOCKING DETAIL
NTS
3' MIN
ALL SIDES
1/2" CHAMFER
ALL AROUND
SEE SITE PLAN FOR TOC EL
#5 BARS @ 12"
O.C.E.W. @ MIDTHICKNESS
3/4 CHAMFER ®
2" BRASS MARKER
EACH CORNER
PLATE W/ANCHOR
BRASS MARKER PLATE
O
4%4" SQUARE
M
4-#3 RE -BAR
V
PLATE W/DIRECTIONAL
EXISTING GROUND
N
ARROW POINTED TO
VALVE & DISTANCE TO
NEAREST FOOT
PRECAST CONCRETE
NOTES
POST (4,000 PSI)
::f,
1. FORCE MAIN LINE VALVE MARKERS
SHALL BE PAINTED FEDERAL SAFETY GREEN
AND MARKED AS FOLLOWS:
MV - MAIN VALVE
AV - AIR RELEASE VALVE
2. PLACE MARKER AT EACH PLUG VALVE
AND AIR RELEASE VALVE AS
APPROPRIATE.
3. NO MARKERS ARE REQUIRED ON THE
PUMP STATION SITE.
4. LOCATE AT RIGHT-OF-WAY LINE ALONG
NC DOT MAINTAINED ROADS.
CONCRETE
MARKER
DETAIL /1*7
NTS
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
I DATE
I DESCRIPTION
PROJECT NUMBER
008176-68249-01E
4r- -v7 y .
SE
• 2434
''•o9/C ww.\P•,.
on
7
GRADE
PIPE
DIAMETER
L
W
H
1.5"
2'
2'
3'
2"
2'
2'
3'
3"
2'
2'
3'
4"
2'
2'
3'
6"
5'
3'
3'
MJ PLUG, VALVE OR REDUCER
♦• D
.4
.
W
NOTES
PL 2 #5 RODS OVER FITTING
& EMBED 18"IN CONCRETE 1. CONCRETE ANCHOR TO BE USED
ONLY WHERE CONCRETE
BLOCKING OR RESTRAINT JOINT
PIPE CAN NOT BE USED AND
WHEN APPROVED BY OWNER.
a
aP o 2. TABLES ASSUME A MAX WATER
PRESSURE OF 150 PS
CONCRETE: 3000 PSI
ao
FITTING
VOLUME OF ANCHOR BLOCK IN CUBIC YARD
SIZE
90' BEND
45" BEND
22-1/2' BEND
11-1/4' BEND
1.5"
1.5
0.8
0.5
0.5
2"
1.5
0.8
0.5
0.5
3"
1.5
0.8
0.5
0.5
4"
1.5
0.8
0.5
0.5
6"
2.5
1.5
1.0
0.5
CONCR
NTS
ANCHOR DETAIL
/ 4
LENGTH OF PIPE ON EACH SIDE OF FITTING OR VALVE THAT MUST BE RESTRAINED
FITTING
SIZE
90'
FITTING
45'
FITTING
22
FITTING
FITTING
FITTING
TEE
BRANCH
PLUG OR
CAP
VALVE
REDUCER
1.5"
25'
10'
10'
10'
50'
60'
60'
30'
2"
25'
10'
10'
10'
50'
60,
60'
30,
3"
25'
10'
10'
10'
50'
60'
60,
30' '
4"
30,
15,
10'
10'
60'
60'
60'
30'
6"
40'
20'
10'
10'
90'
90'
90'
50'
NOTES:
1. IN LIEU OF POURING BLOCKING, CONTRACTOR MAY ELECT TO INSTALL
RESTRAINED JOINT PIPE ON ALL JOINTS WITHIN LENGTH SPECIFIED IN
THE TABLE AT NO ADDITIONAL COST TO OWNER.
2. TABLE ASSUMES A MAX. FLUID PRESSURE OF 150 PSI.
3. SEE SPECIFICATION SECTION 15060 FOR ADDITIONAL REQUIREMENTS.
RESTRAINED JOINT/
RESTRAINT HARNESSES DETAIL
NTS
BRUNSW1,C:K 0UNTY
PUBIC, UT:ITIES
CALABASH►S EWATER
COLLECTION`° YS1tT V EXPANSION
BRUNSWICK COUNTY NORTH CAROLINA
STANDARD DETAILS
0 1" 2" FILENAME OOC-03.dwg SHEET
SCALE OOC-03
B

ABS OR
SOLVENT CEMENT SEAL
PVC
SADDLE
SEWER
MAIN
FLOW
I
STAINLESS
STEEL BANDSI
FINISHED -
PVC PIPE
zl GRADE
w —�
SPECIAL GASKET BY MFR
V)
wl
WITH SPECIAL SEALANT
ui
CAST
IRON
SADDLE
<I
of
UJ
a-1
SEWER
MAIN
01 PLUG
FLOW
STAINLESS
STEEL BANDS
DUCTILE IRON PIPE
I
2 I 3 I 4 ' 5 I 6
PERMANENT
EASEMENT LIMIT
OR R.O.W.
CAST OR DUCTILE 1'-0"
IRON 4" THREADED
CLEANOUT ADAPTOR
4"x4"x6' TREATED
CAST IRON BOX IN GRASSED TIMBER MARKER
I
AREAS OR 2'-0" SQUARE OR FINISHED
ROUND CONCRETE PAD, 6" THICK 4°
GRADE
IN PAVED AREAS
CLEANOUT PLUG
SANITARY SEWER SIDEWALK 6'
ROADWAY 1 I I = I - _
, I I I-� I I=1 I I -I I I=1I=1 I I I-'
0 4V.
2°
PLAN I CURB &GUTTER 18" MIN SAME
MATERIAL
CAST OR DUCTILE IRON
4" THREADED CLEANOUT ADAPTER 4' MIN 1/8 BEND
7C
r1/6 OR 1/8 BEND
II MINIMUM GRADE [IF 1/8' PER FOOT WATER TIGHT
PLUG
LONG TURN TEE WYE I -�1El I 1=1I
SEWER �I �� �- WYE
SERVICE PIPE
AS SPECIFIED 1/8 BEND II LINE �� COMPACTED SOIL
TAP TO BE MADE ON THE
TOP QUARTER OF THE MAIN DEPTH < 20 FEET - CLASS "A" BEDDING
MIN GRADIENT "Y" OR TAPPING SADDLE UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW
PIPE
DEPENDING ON NEW OR EXISTING MAIN
1/8" PER FT. FILL PIPE TO SPRING LINE WITH N0. 57 OR 67 STONE
DEPTH >_20 FEET - CLASS "B" BEDDING
ELEVATION 9 UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW
PIPE
TAPPING SADDLE & • FILL TO 6 INCHES ABOVE PIPE WITH NO. 57 OR 67
ADAPTER AS REQ'D STONE
INSTALLATIONS THAT EXCEED 13 FEET DEPTH SHALL BE
DIP
45'
SANITARY SEWER GRAVITY TAPS DETAIL jl�i 3 STRAND 12CA BARBED
NOT TO SCALE WIRE W/14GA BARS ANGLED SEAL WELD ALL JOINTS, TYP
AT 45 DEGREE ANGLE. I PUMP STATION
SIGN
1 n==0
CAP
INDIVIDUAL TREE GROUP OF TREES 3" TERMINAL POST
(AT CORNERS AND ENDS)
STRETCHER
DRIP LINE BAR
rDIAREE
POST
\BRACING
\STRETCHER BAR
BANDS1ORANGE MESH TREIPROTECTION FENCE
-I I-
3 STRAND 12GA BARBED
WIRE W/14GA BARS ANGLED
AT 45 DEGREE ANGLE. CAP
TOP RAIL'
CHAIN Y2" LINE POST -
CHAIN LINK FABRIC
(SEE SPECS FOR
MESH AND SELVAGE)
TRUSS ROD
TENSION WIRE
7GA GALVANIZED
AND STEEL T-POSTS
1 I F 1T51I ,
\ an TURNBUCKLE
0
POST SPACING /
(10' MAX)
DRIP LINE (VARIES)
TREE
FENCE LOCATION CRITICAL ROOT ZONE J - - / PROTECTION
(LIMITS OF CRITICAL ROOT ZONE) FENCE
RADIUS = 1 FT PER INCH OF TRUNK DIAMETER
TREE PROTECTION DETAIL
NTS
faq
MDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach, NC 29948
CONC. FOOTING
12" DIA. TYPICAL ELEVATION 12" DIA.
NOTE: SEE SPECIFICATION SECTION 02444 FOR ADDITIONAL REQUIREMENTS.
CHAIN LINK FENCING DETAIL n
NOT TO SCALE
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
IFOR APPROVAL
ISSUE
DATE
I DESCRIPTION
PROJECT NUMBER
008176-68249-018
0
I
LOCKING
o DEVICE -
I
0
BRUNSWICH
PUBLIC U`
CALABASH p
COLLECTION SYST
BRUNSWICK COUNTY
1.90" O.D.
(2.72 LB/FT)
FRAME, TYP. -�
PADLOCK HOLE
TURNBUCKLE
X
8
EXISTING MIN 2" BIT CONCRETE
PAVEMENT SURFACE COURSEI
MIN. 4" ASPHALTIC) EXISTING.�'
BASE'COURSE BASE COURSE
6" AGGREGATE -'
BASE COURSE 6" 12"1 DIA. 12" 6" CAREFULLY COMPACTED
MIN MIN BACKFILL
TRENCH
PIPE
NOTES:
1. EXISTING PAVEMENT SHALL BE CUT WITH A SAW.
ASPHALT DRIVEWAY REPLACEMENT DETAIL
NTS
--�-EXISTING RIGID REPLACEMENT
TYPE PAVEMENT CONC. 3000 PSI
__ _.-
„`.
2 �f
CAREFULLY COMPACTED
BACKFILL
12" 12" DIA. 12" 12"
MIN MIN
TRENCH
PIPE
NOTES:
1. EXISTING PAVEMENT SHALL BE CUT WITH A SAW.
2. ALL REPLACEMENT CONCRETE SHALL BE 2" THICKER THAN EXISTING CONCRETE.
CONCRETE DRIVEWAY REPLACEMENT DETAIL r3
NTS
GATE LEAF WIDTH VARIES, SEE PLANS
OFFSET HINGES, TYP.
INTERIOR BRACE
n
8'
USS ROD
1.90" OD
(2.72 LB/FT)
STRETCHER
i--CHAIN LINK FABRIC
1 112" TYP.
MA
INNER
CLEARANCE,:
2 MIN., 4 MAX. CONC. FOOTING
EMBEDDED 1" DIA. GALV. GRAVEL OR PAVED ROAD,
STEEL PIPE STRIKE SEE SITE GRADING PLAN
12' FOOTING DIA., TYP.
DIA. (SEE SCHEDULE)
NOTES:
1. SINGLE LEAF GATES TO BE
REINFORCED SIMILAR TO
DOUBLE SWING GATE DETAIL.
2. PROVIDE EMERGENCY CONTACT SIGN,
TO BE MOUNTED ON ACCESS GATE
WITH S.ST. HARDWARE. COORDINATE
THE TEXT ON THE SIGN WITH THE
OWNER.
TRUSS ROD
GATE POST, TYP.
(SEE SCHEDULE)
GATE POST SCHEDULE
LEAF SPAN
POST O.D.
WEIGHT
CONC.
FOOTING
UP TO
4'
2 7/8"
5.79 LB/FT
24"
DIA.
6' TO
13'
4"
9.11 LB/FT
24"
DIA.
13' TO
18'
6 5/8"
18.97 LB/FT
36"
DIA.
OVER
18'
8 5/8"
28.55 LB/FT
48"
DIA.
3. SEE SPECIFICATIONS FOR
MORE DETAILS.
CHAIN LINK
DOUBLE -SWING
GATE
NOT TO SCALE
OUNTY STANDARD CIVIL DETAILS
'I
EWATER
I�EXPANSION
0 1" 2" FILENAME OOC-04.dwg SHEET
NORTH CAROLINA SCALE AS NOTED OOC-04
D
C
B
A

2
10
I ,
I i!
o c Spec/
G
3 I 4 I 5 I
OCHECK
ODAM, TYPICAL
A
NOTE:
ELEVATION A IS NOT HIGHER
THAN ELEVATION B
ELEVATION
I
��/R BOTTOM 4{ /RFC Rio FFiI CHECK DAM CENTERLINE
I I .I FFti UT CF OF CHANNEL
GALVANIZED WOVEN B
WIRE FIELD FENCE,
I 14 GAUGE, WITH 6
I I MAXIMUM VERTICAL
STAY SPACING
SEDIMENT FENCE
FABRIC
SEE NOTE 1
NOTES. Miff'
1. FABRIC, PER NCDENR 6.62, TO 1,0
BE ANCHORED IN THE TRENCH 2
8" DOWN AND 4" HORIZONTAL
AND THEN BACKFILLED WITH . 1. / $ EXISTING
EARTH AND COMPACTED.
2. POSTS TO BE MIN. OF —
2'-0" IN GROUND.
3. BRACE POSTS WHERE III
NECESSARY. I —III
4. ATTACH FABRIC WIRE AND I f
POSTS WITH METAL RUNGS
IP TIES (50 LB I — III III
ON PLASTIC Z
MIN. TENSILE) _� I I I Tr
li II I I I i I
5- POST SHALL BE 5' (MIN.) METAL POST _ 6�
WEIGHING A MIN. 1.33 LB PER LF,
MANUFACTURED WITH CLIPS.
6. WATER SHALL NOT BE IMPOUNDED TO A
DEPTH GREATER THAN 1.5 FT AT ANY POINT
ALONG FENCE. CONTRACTOR SHALL INSTALL A
FENCE IMPOUNDMENT OUTLET, SEE DETAILS.
SILT FENCE DETAIL f 1
NTS
GRADE —
a a
B
a
a a
a
a
NC DOT #57 /
—
COURSE AGGREGATE
TOP OF
BANK o�
J
PLAN
z
NC DOT #57
m
1.5' MIN.
COURSE
AGGREGATE —
C
DIVERSION POINT
" �!%
\\
24" MAX. STONE
/_15ft
DEPTH AT CENTER OF
�\7
1'
CHANNEL FLOWLINE
FILTER FABRIC
NO. 5 OR NO. 57
SEDIMENT CONTROL
STONE. 12" THICK LAYER
ON UPSTREAM FACE —
C
SECTION B—B
2'-0" CLASS B RIP RAP
EXISTING GROUND
2 24" MAX. STONE
/tea a �1 DEPTH AT CENTER OF
CHANNEL FLOWLINE
FILTER FABRIC j 4' TO 6' WIDTH, U.N.O.
SECTION C—C
STONE CHECK DAM DETAIL
NTS
NOTE:
STRUCTURAL STONE SHALL BE
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL
BE NO. 5 OR NO. 57 STONE.
SEDIMENT SILTFENCE
CONTROL STONE 1'-6 MAX a
1' THICK
\ 2:1 2
\-STRUCTURAL STONE
CROSS SECTION FRONT
FENCE IMPOUNDMENT OUTLET DETAIL n
9' AAlm
2
TOP
_.. --- -- -- JCE
NTS NTS
IFUR
HDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach, NC 28648
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
DATE
I DESCRIPTION
PROJECT NUMBER
008176-68249-01
\4*0'®r SSI�;y9f .
SEA
12434 I Ip9
�._ 0 With-•�..
GENERAL EROSION CONTROL NOTES:
1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL
EROSION CONTROL MEASURES INSTALLED FOR THE FULL
DURATION OF THIS CONTRACT.
., ,..ar , r , tr
,
2. ALL EROSION CONTROL MEASURES SHALL CONFORM TO
i� •. tip/,tr/ r�
rL'iTHE
STANDARDS SET FORTH IN THE
• -.-..•SEDIMENTSTATE CONTROL
AND DESIGN MANUAL.
FLOW—
3. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE
LIMITS OF -
AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS,
OR OTHER APPROPRIATE MEANS. THE LOCATION AND
Impi ze
PIPE (SEE SITE
EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY
"a 45. ��q
PLAN FOR DIA)
SHALL BE DEMARCATED FOR THE DURATION OF THE
CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL Mae
OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON
����.A•
�;
THE APPROVED PLANS.
• a r. •
• r :,• •� •� •� •� ut.iNC
DOT
EROSION CONTROL STONE
4. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE:
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES PRIOR TO LAND DISTURBANCE.
PLAN
B. ALL SEDIMENT AND EROSION CONTROL
SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS
-
• • DAMAGED • INEFFECTIVE
•MIN
-
• • REPLACED, AS
NC ••
EROSION CONTROLSTONE
ROADWAY
T
C. PROVIDE SILT FENCE AND/OR OTHER CONTROL
n
SHOULDER
DEVICES, AS SHOWN OR REQUIRED, TO CONTROL
C-4
I
SOIL EROSION -CONSTRUCTION. ALL
DISTURBED AREAS SHALL BE CLEANED, GRADED AND
5
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE
UTILITY INSTALLATION.
SECTION
ROCK PIPE INLET DETAIL
NTS
BRUNS
PUB '
F
CALABA!
COLLECTION
BRUNSWICK COUNTY
D. ALL EROSION CONTROL DEVICES SHALL BE
PROPERLY MAINTAINED DURING ALL PHASES OF
PIPE (SIZE AS INDICATED CONSTRUCTION UNTIL THE COMPLETION OF ALL
ON DRAWINGS) CONSTRUCTION ACTIVITIES AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING CONSTRUCTION
IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION.
E. THE CONTRACTOR MUST TAKE NECESSARY ACTION
TO MINIMIZE THE TRACKING OF MUD ONTO THE
PAVED ROADWAY FROM CONSTRUCTION AREAS. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
PAVEMENTS, AS MAY BE REQUIRED.
F. STABILIZE ALL SPOIL AREAS.
G. PROVIDE PERMANENT GROUND COVER AS
SPECIFIED.
H. REMOVE TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES AND MEASURES UPON
COMPLETION OF PROJECT.
5. ALL DITCH LINES DISTURBED OR RELOCATED DURING
CONSTRUCTION SHALL BE RESTABILIZED BY THE
CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM
AND SIDE SLOPES.
6. INLET PROTECTION WILL BE INSTALLED AROUND EXISTING
INLETS AS SHOWN ON THE GRADING DRAINAGE AND
EROSION CONTROL PLANS.
COMPACTED 2' MIN
SOIL
K,COUNTY
ITI `TIES
'ASSSSS�EWATER
TFIV� EXPANSION
NORTH CAROLINA
TEMPORARY
DIVERSION DITCH DETAIL
NTS
EROSION CONTROL DETAILS
0 1" 2" FILENAME OOC-05.dwg
SCALE AS NOTED
7
SHEET
OOC-05
C
B
A

INLET GRATE
\leU
N T S:1. RECESSED CURB INLET MUST
CATCH BASINSUSPENSION CORD/RODS BE BLOCKED WHEN USING
OVERFLOW FILTER FABRIC SACK.
2. SIZE OF SACK TO BE
a FILTER FABRIC SACK DETERMINED BY MANUFACTURER
TO SUIT INLET,
FRONT VIEW 3. INSTALL BAGS WITHOUT GAPS
AT INLET GRATE.
4. FILTER FABRIC SACK SHALL
BE "SILTSACK" MANUFACTURED
CATCH BASIN p BY ACF ENVIRONMENTAL, INC.
1" REBAR IN HEM
a. FOR BAG REMOVAL
STORM PIPE _ RUBBER RESTRAINT
BLOCKS
EXPANSION RESTRAINT
TIE
FILTER FABRIC SACK
SIDE VIEW
INLET SEDIMENT PROTECTION
a
NTS
m
8
r
a
s
:9
g
1780-2 Chandlers Lane I Sunset Beath, NC 28949
SECTION
u u
TEMPORARY FABRIC DROP INLET PROTECTION DETAIL
NTS
PROJECT MANAGER
E. WILLIAMS, PE _
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
008176 68249 01$
S)
DNE
BRUNS
PUB
q CALABI
COLLECTIO
I BRUNSWICK COUNTY
6 I 7
OUNTY
i�°VIES
EWATER
I�EXPANSION
NORTH CAROL
EROSION CONTROL DETAILS
0 1" 2,, FILENAME OOC-06.dwg SHEET
SCALE OOC-06
I
M.
n

1 I 2 I 3
NOTES:
1. ALL TAPS WILL BE MADE IN ACCORDANCE ' THREE INCH "S" OR OTHER APPROVED
MARKER TO BE STAMPED INTO CURB (IF
WITH BRUNSWICK COUNTY SPECIFICATIONS
EXISTING) AT SERVICE LOCATION
AND AWWA GUIDELINE "ANSI/AWWA
C600-93" OR LATEST REVISION FOR RIGHT OF WAY/PROPERTY LINE/EASEMENT
TAPPING THROUGH POLYETHELENE
ENCASEMENT.
VALVE & VALVE BOX
2. ALL MATERIAL TO COMPLY WITH VALVE & VALVE BOX
BRUNSWICK COUNTY SPECIFICATIONS. (NOT REQUIRED FOR
3. TRACER WIRE SHALL BE INSTALLED SHORT SIDE TAPS)
FROM THE FORCE MAIN TO THE VALVE PAVEMENT CURB
BOX. FINISHED GRADE
— m
18"-24"
l
CONTRACTOR TO USE TAPPING
SADDLE AS MANUFACTURED BY
SMITH—BLAIR MODEL 317 W/316
SS STRAPS, STUDS AND NUTS, 36"-48" TYP _
OR EQUAL
Polywrap
(S mil) _
TAPPING SADDLE
2" CTS SERVICE TUBING 1 1/2" MUELLER 300 BALL CURB
1 1/2" VALVE NO. B-25122,013 EQUAL
WITH MUELLER 110 COMPRESSION
Ductile Iron CONNECTION FOR CTS TUBING
or PVC Pipe
1 1/2" IPT MUELLER 300 BALL CORPORATION
VALVE B-25028, OR EQUAL W/MUELLER 110
COMPRESSION CONNECTION FOR CTS TUBING.
ISTANCE VARIES
LOW PRESSURE SEWER CONNECTION DETAIL
NTS
CONCRETE METER BOX ENCLOSURE,
TRAFFIC RATED, MARKED SEWER ON LID.
TO BE PLACED AT RIGHT—OF—WAY LINE.
i A
I
CAMLOCK FITTING
WITH LOCKABLE CAP
(SIZE SAME AS LOW PLAN VIEW
PRESSURE SEWER)
FORCE MAIN FLOW DIRECTION
TOIN PORT VALVE BOX
VIEW "A"
CAMLOCK FITTING
WITH LOCKABLE CAP
(SIZE SAME AS LOW
PRESSURE SEWER) PLUG
T
VALVE BOX VALVE
CONCRETE PAD
GRAVEL BEDDING
45' ELBOW
WYE
VALVE BOX &
PLUG VALVE. SIZE TEE
PER LOW PRESSURE MAIN 6" WASHED
STONE BASE
LOW PRESSURE MAIN,
SEE PLAN FOR SIZES
VALVE/FLUSHING CONNECTION
AT INTERSECTING PIPES DETAIL
NTS
IMA.
HDR Engineering, Inc.
of the Carolinas
780-2 Chandlers Lane I Sunset Beach, NC 28648
TEE
4 I 5 I g I 7
1 1/2" SINKING BALL CHECK VALVE
FEMALE IPS x IPS, MODEL 208
PART NO. 2142-0, AS MANUFACTUED
BY FLOWMATIC, OR EQUAL
CONTRACTOR TO INSTALL A
18"x3O" RECTANGULAR CAST
IRON METER BOX ASPHALT
COATED MODEL NO. MBX-5A �—PROPERTY LINE
AS MANUFACTURED BY FASTECH,
OR EQUAL
GRINDER PUMP
STATION PUMP PANEL
GRAVITY LINE
FROM HOUSE
HOUSE
PUMP DISCHARGE (FRONT)
TO MAIN
5' MIN
1 1/4" X 1 1/2" ADAPTER
GRINDER PUMP TANK
.SLOW PRESSURE SEPTIC TAP 0 PROPERTY LINE
1 1/2" IPT MUELLER 300 BALL � PROPERTY LINE —ROAD R/W
CURB VALVE B-25122, OR EQUAL — — — — — — — — — — —
W/MUELLER 110 COMPRESSION
CONNECTION FOR CTS TUBING
W/ LEVER ACTUATOR
STREET
LEFT SIDE INSTALLATION (RIGHT SIDE SIMILAR)
TYPICAL RESIDENTIAL GRINDER
PUMP STATION LOCATION DETAIL
NTS
CONCRETE METER BOX ENCLOSURE,
TRAFFIC RATED, MARKED SEWER ON LID.
TO BE PLACED AT RIGHT—OF—WAY LINE. GRADE
PLAN VIEW
FORCE MAIN FLOW DIRECTION
DOWNSTREAM PORT —� CENTER VALVE BOX
CAMLOCK FITTING
WITH LOCKABLE CAP
(SIZE SAME AS LOW
PRESSURE SEWER) PLUG
VALVE BOX VALVE
CONCRETE PAD —
GRAVEL BEDDING
45' ELBOW
WYE -i i
CAMLOCK FITTING —
WITH LOCKABLE CAP
(SIZE SAME AS LOW
PRESSURE SEWER)
TBLOCK
UPSTREAM PORT
VIEW "A"
Fi-CAMLOCK FITTING
WITH LOCKABLE CAP
(SIZE SAME AS LOW
PRESSURE SEWER)
—CONCRETE PAD
1
GRAVEL BEDDING
45' ELBOW
r WYE
vnwL. OVA « PLAN FOR SIZES
PLUG VALVE. SIZE 6" WASHED
PER LOW PRESSURE MAIN STONE BASE
Z'LOW PRESSURE MAIN, NOTE: AT END OF LINE FLUSH CONNECTIONS, OMIT CENTER
SEE PLAN FOR SIZES VALVE BOX AND DOWNSTREAM FLUSH PORT. DO NOT USE
WYE CONNECTOR. INSTALL CONNECTION IN -LINE WITH LPS.
IN-LINE/END OF LINE
j VALVE/FLUSHING CONNECTION DETAIL
NTS
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
008176-68249-01
81
o 0*
tS��E
""T24 4 °1 f 2401
VG
VED
__.... _.. .-ORCE
MAIN
ELEVATION
Z8."45' RJ FITTING
(AS REQUIRED)
6" GRANULAR BEDDING MATERIAL al�.y,ll't ',E.iVLN ---
GRAVITY SEWER OPTION 1 OPTION 2
USE GROUT TO FORM
INVERT AND BENCH
TO DIRECT FLOW DOWNSTREAM
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, SIZE 6
TO MATCH PROPOSED FORCE MAIN. ALL BOLTS, NUTS,
AND FASTENERS SHALL BE STAINLESS STEEL.
2. PROVIDE WATERTIGHT SEAL BETWEEN MANHOLE WALL AND
PIPE USING LINK —SEAL.
FORCE MAIN/LOW PRESSURE SEWER
CONNECTION INTO MANHOLE DETAIL
NTS
BRUNSWI,CI,COUNTY
, ,u� ,,
PUBLIC; UTILITIES
CALABASH ASS WATER
COLLECTION".SYST11111 EM EXPANSION
1,. r , ma
BRUNSWICK COUNTY NORTH CAROLINA
1:1
PANEL
BOTTOM OF PANEL
TOP OF TANK
® FINAL GRADE SURFACE
D FLANGE
R GRAVITY
AND
ID FOR
ESSURE
8" 90' FLANGED
BASE FITTING
USE GROUT TO FORM
INVERT AND BENCH
TO DIRECT FLOW
DOWNSTREAM
GRANULAR BEDDING MATERIAL
STANDARD DETAILS
0 1" 2" FILENAME OOC-07.dwg SHEET
SCALE AS NOTED OOC-07
D
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1 2 3 4 5
r
I
!
NEW EASEMENT (30') i
II ( I
NI I
I I I
f
GRAVITY SERVICE I i I I LATERAL
7' X 11' AREA 8' GRAVITY SEWER
RESERVED FOR FUTURE SEE SHEET 01C-141
FOR ODOR/ CONTROL. FOR PIPING INFORMATImN.--�1111 ` r
6' X 6'
TA
6' X 10' I i
GENERATOR PAD ANTENNA PAD ' AREA LIGHT I I r !' ( '; � `• W ,
I
16 LF 8" GRAVITY SEWE i \
T.G.C.
DIP AT;'O.8% 17.F,,�,
. EXISTING 8"
PMH 80 1 i W FORCE MAIN I
1,
ro SEE SHEET, >
01C-141 < ? I
CHAIN LINK
FENCE I JERVICE
8' WETWELL4" DRAINATER U }
• NEW BEACH DRIVE II
I ILLj Q
PUMP "STATION WATER `METER a`, m
o;
ALL WEATHER ACESS PZ i 0 I
' '-'J 8" X 6" TAPPING I
DRIVE SHOULD EXTEND i'o SLEEVE AND VALVE '
1'-0" BEYOND FENCE. ( <
i 45 LF 12.75" SCP
6' X 8' VALVE PIT 6.. FM 1 I 1
6" CONCRETE PAD - - - - - - -
EMERGENCY FREEZE PRO - - - - I
I. 14.00
CONNECTION YARD NT __—
BORE PIT. RECEIVING
a-- O'x30'x9' PIT
sr sr
�r I ._ t ; 9'x10'X6,
5 TYP. �I DOUBLE SWING GATES
I,
! 2 0 6' l o
TOTAL OPENING 12'-0"wo
i )
12' WIDE ALL WEATHER 12.00 I o 0 0
I'
ACCESS DRIVE CONSTRUCTION
C
ENTRANCE - ._..
IMPROVE EXISTING GRAVEL.
'DRIVE TO ALL WEATHER
ACCESS .DRIVE: sr — -S - -Sr--
sr �.
f.-
f� E'
i
LOW PRES
-' i i I SERVICE LINE
f ,
� I
,
I
,
' 1
:
III
HUGHES LUTHER D I j
,PARCEL # 25500172,
PIN # 103519616642 j
Issal
HDR Engineering, Inc.
of the Carolinas
780-2 Chandlers lane I Sunset Beach, NC 29648
PROJECT MANAGER
E. WILLIAMS, PE
DESIGN ENGINEER
R. PLUMMER, PE
CHECKED BY
K. BARRETT, PE
1
12/2008
FOR APPROVAL
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
008176-68249-01
81
��i{ CARp�r
Essi`y�ry9�'�S
•' .s
= r 9
4124 4
6 I 7
M.
NOTE:
1. ALL PRESSURE PIPING TO BE RESTRAINED JOINT.
2. INSTALL SILT FENCE AROUND BORE PIT AND
RECEIVING PIT.
3. FLOOD PLAIN ELEVATION 12.0 MSL BASED ON FIRM
MAP 3720103500J.
4. BUILT UPON AREA IS 4,540 SQUARE FEET.
5. PLANT 12 WAX MYRTLES (MYRICA CERIFERA) 3
GALLON CONTAINERS, IN THE APPROXIMATE
LOCATIONS SHOWN. IN NO CASE SHALL A WAX
MYRTLE BE PLACED WITHIN 5' OF A WATER LINE,
SEWER LINE OR SERVICE. FOLLOW INSTRUCTIONS
FROM NURSERY PROVIDER FOR PLANTING
INSTRUCTIONS.
0+00 0+00
BRUNSWI,
PUBLIC.
CALABASH ,
COLLECTION'�Y
WICK COUNTY
10 0 10 15
HORIZONTAL SCALE: 1" = 10'
CK,,COUNTY
IES
WASTEWATER
4.9
STENf` EXPANSION
NORTH CAROLINA
2 0 2 3
VERTICAL SCALE: 1" = 2"
BEACH DRIVE PUMP STATION
SITE PLAN
0 1" 2" FILENAME 02D-101.dwg SHEET
SCALE 1" = 10' 02D-101
D
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6
3 I 4
I
5
I 6
7 I g
fv?n , I,.,...,-, I .n. I Sun,-f 0„,n, Nr 1a949
I PROJECT NUMBER 1008176-68249-01£
NOTES:
1. ALL PRESSURE PIPING THIS SHEET TO BE
DUCTILE IRON RESTRAINED JOINT.
2. 100 YEAR FLOOD ELEVATION 12 MSL FIRM MAP
3720103500J EFFECTIVE DATE JUNE 2, 2006.
3. BUILT UPON AREA FOR WILSON AVENUE PUMP
STATION SITE IS 3,920 SQUARE FEET.
4. PLANT 20 WAX MYRTLES (MYRICA CERIFERA) 3
GALLON CONTAINERS, IN THE APPROXIMATE
LOCATIONS SHOWN. IN NO CASE SHALL A WAX
MYRTLE BE PLACED WITHIN 5' OF A WATER OR
SEWER LINE OR SERVICE. FOLLOW INSTRUCTIONS
FROM NURSERY PROVIDER FOR PLANTING
INSTRUCTIONS.
BRUNSWICKZOUNTY WILSON AVENUE PUMP STATION
PUBL1 UT�1TIES SITE PLAN
CALABASH ,. p►S1 EWATER
COLLECTION`YSTE,IIIEXPANSION
''§"'°1" 2" FINAME 03D-101.dwgLESHEET
0
WICK COUNTY NORTH CAROLINA SCALE 1" = 10' 03D-101
IC
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