19990872 Ver 2_Fair-19.02 Golden Leaf WWTP Access Rd 7-6-21_20230223

FOR THE
ROBESON COUNTY, NORTH CAROLINA
COUNTY LOCATION MAP
NTS
Town Council:
Mayor - Charles Townsend
Mayor Pro Tern - ,J..J. McCree
Commissioner - Heather Seibles
Commissioner - Charles Kemp
Commissioner - Felecia McLean -Kesler
Commissioner - Monte McCallum
Commissioner - Terry Evans
Interim Town Manager - Ricky Harris
Town Attorney - ,Jessica Scott
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
Digitally signed by Mark Lacy
Date: 2021.07.06 16:13:47-04'00'
Fair 1 9.02- Cover Sheet.dwg: Layout=Layoutl

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LETTER OR NUMBER
UNIQUELY PAIRED WITH
SHEET NUMBER ON WHICH
DETAIL DRAWING OCCURS
SHEET NUMBER ON WHICH
DETAIL DRAWING OCCURS
PUMP STATION SECTIONAL PLAN
A DETAIL
NOT TO SCALE
NOTE: NUMERIC SCALE IS TRUE
FOR FULL SIZE PRINTS ONLY!
REFER TO BAR SCALES ON
REDUCED SIZE PRINTS.
DETAIL DRAWING TITLE (BLANK IF
OPTIONAL LOCATION IS UTILIZED)
DETAIL DRAWING TYPE: DETAIL, SECTION,
PLAN, or ELEVATION. (OPTIONAL
LOCATION OF DETAIL DRAWING TITLE)
DETAIL DRAWING SCALE
or "NOT TO SCALE"
A B 1Z C
1� A( � M-4 �-4 1 M-15
DETAIL REFERENCE SECTION CUT OTHER END OF SECTION CUT INTERIOR
(EITHER TYPE) ELEVATION
REFERENCE
WWTP ADDRESS:
WOODROW ROAD
ORRUM, NC 28369
Pinehurst
o VV S
Southern Pines
Fayetteville
a
74 Hope Mills
74 Rockingham
jo
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- ....---- ' - -� -- -' Laurinburg
ti
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Wallalce&
Lumberton Elizabethtown
O
5 ,�•, PROJECT VICINITY
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fi01 Hartsville oho _
LJ Darlington o�,cro,��— Whitoville 421
rnden
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Florence �',�� O
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17
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North M rtle Oak Islando °Southp
Lake Cityti_ -- Conway Y
378
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M-15
EXTERIOR
ELEVATION
REFERENCE
f
(C'*N 1-at
Jacksonville
a
M ng Kin ree ` Myrtle, Beach
-� 10 0 20
ellet
�► 521 SCALE IN MILES
PROJECT REGION MAP
330
WWTP ACCESS ROAD
(WOODROW RD)
4
4'
JOB SITE
133
FAIRMONT��
REGIONAL
WWTP
ix
„1
Duck Bait
Slough
74 p 1$74
Boardman
t 774
1/8 0 1/4
SCALE IN MILES
I PROJECT LOCATION MAP I
SHEET INDEX
SHEET
# SHEET TITLE
G-1
COVER SHEET
G-2
SHEET INDEX AND
VICINITY & LOCATION MAPS
G-3
GENERAL NOTES &
LEGEND
C-1
EXISTING SITE & DEMOLITION
PLAN
C-2
PROPOSED SITE PLAN
PLAN &
PROFILE: GRAVEL ACCESS
ROAD
C-3
STA 0+00 — STA
8+00
C-4
STA 8+00 — STA
16+00
C-5
STA 16+00 — STA
19+95
PLAN &
PROFILE: FORCE MAIN
C-6
STA 0+00 — STA
8+00
C-7
STA 8+00 — STA
16+00
C-8
STA 16+00 — STA
23+94
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DESIGNED: HCF
DRAWN: HCF
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NO.
G-2
Fair 19.02— Vicinity and Location Maps and Sheet Index.dwg: Layout=Sheet Index And Vicinity & Location Maps

GENERAL NOTES
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS SHEET SHALL
APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
SYM.
REVISIONS
DESCRIPTION
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1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARKS ARE TWO
SURVEY NAILS SURVEYOR SET OFF OF MARTIN CREEK ROAD, ONE TO THE SOUTH OF THE INTERSECTION WITH
BEAR POND ROAD (SR1115) ON THE EAST SIDE OF THE ROAD WITH AN ELEVATION OF 511.45 AND ONE TO
THE NORTH OF THE INTERSECTION OF BEAR POND ROAD (SR1115) ON THE WEST SIDE OF THE ROAD WITH AN
ELEVATION OF 503.54.
3. THE VERTICAL DATUM FOR THIS SURVEY IS BASED ON NAVD 88.
4. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. THE INTENT OF THE LIMITS OF DISTURBANCE/CONSTRUCTION (LOD/C) SHOWN ON THE DRAWINGS IS TO DEFINE
THE GENERAL PROJECT AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE. TYPICALLY, THE LOD/C WILL
FOLLOW RIGHT-OF-WAY OR PROPERTY LINES. THE CONTRACTOR SHALL CONTACT THE OWNER'S
REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOD/C PRIOR TO BID AND
PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE
'NOT -IN -CONTRACT (NIC), SHALL BE INCLUDED IN THE BID COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE
PROJECT LIMITS.
6. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD
INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND UTILITIES NOW IN SERVICE.
LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS AND/OR CONTRACTORS SHALL NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THESE
PLANS. AT LEAST 48-HOURS PRIOR OR SOONER IF REQUIRED BY THE LOCAL MUNICIPALITY TO ANY
CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL CONTRACTOR SHALL
NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH
CAROLINA ONE CALL CENTER - 1-800-632-4949). ALL DAMAGE INCURRED TO EXISTING UTILITY LINES
DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
7. ALL WASTE MATERIAL TO BE BROUGHT OFF -SITE SHALL BE DISPOSED OF IN A LEGALLY PERMITTED DISPOSAL
SITE.
8. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE
REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). THE GENERAL
CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS TO MINIMIZE
EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING, INCLUDING THE PLACEMENT AND MAINTENANCE
OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
9. ANY AND ALL STRIPING SHALL CONFORM TO ALL NCDOT STANDARDS AS TO SIZE, WIDTH, DISTANCE AND
STRIPING MATERIAL.
10. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL LOCAL & STATE REQUIREMENTS.
11. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND
STABILIZED PER SPECIFICATIONS.
12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED
AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND NCDOT STANDARDS.
13. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY THE SURVEYOR OF RECORD, LKC ENGINEERING,
140 AQUA SHED CT., ABERDEEN, NC 28315, TEL: [phone].
14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY EROSION & SEDIMENTATION
CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER.
15. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDEQ
REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE.
16. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING THE
CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY.
17. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION
SHALL BE PROVIDED TO THE DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION.
18. FINAL INSPECTION AND APPROVAL SHALL BE MADE PRIOR TO CERTIFICATE OF OCCUPANCY BEING ISSUED.
19. CONTRACTOR SHALL MAINTAIN A COPY OF THE LOCAL AUTHORITY'S APPROVED PLANS ALONG WITH ANY PERMIT
LETTERS THAT HAVE BEEN MARKED "APPROVED" OR "APPROVED AS CORRECTED" ON SITE DURING
CONSTRUCTION.
20. ALL EXCAVATION IN THE PROJECT AREA SHALL BE UNCLASSIFIED. CONTRACTOR SHALL INCLUDE ALL COST
ASSOCIATED WITH SOIL MATERIAL REMOVAL, REPAIR AND DISPOSAL UNDER THE BASE BID SCOPE OF WORK.
LEGEND / KEY
NAME: EXISTING NEW EROSION CONTROL: NEW
ASPHALT PAVEMENT
TEMP.
CONST ENT.
CABLE TV
CA
CENTERLINE
-
TEMP.
SILT FENCE
CURB & GUTTER
= _
_ _ _ _ =
TEMP.
DIVERSION
CONCRETE
_
_ _ _ _ ]
TEMP.
INLET PROTECT.
CONTOUR MAJOR
---100---
100
TEMP.
ROCK PIPE
INLET
PROTECTION
CONTOUR MINOR
99
99
EASEMENT - RIPRAP DISSIPATOR
FENCE X TEMP. SILT FENCE
FIBER OPTIC FO OUTLET
FORCE MAIN FM FM TEMP. SKIMMER BASIN
GAS LINE G WITH BAFFLES
GAS VALVE Gv FAIRCLOTH SKIMMER
LIMITS OF DIST/CONST LAD/*- TEMP. SEDIMENT TRAP
WITH BAFFLES
LIGHT POLE
AIA
OVERHEAD ELECTRIC
----0E---- 0E-
POWER POLE
PROPERTY LINE
PROPERTY LINE - ADJ
- -
RAILROAD
RIGHT-OF-WAY (ROW)
R/W IR/M
SANITARY SEWER LINE
ss
SANITARY SEWER MH
AA
SANITARY SEWER CO
__o --- 0
SPOT EL. GS
+ 100.00 100.00
SPOT EL. TOC
+ 100.00 TO
SPOT EL. TOW
+ 100.00
TOW
100.00
STORM DRAIN LINE
so--C:::]
STORM DRAIN FES
SD
STORM DRAIN MH
STORM DRAIN CI
o
STORM DRAIN GI
STORM DRAIN YI
TELEPHONE LINE
T
TELEPHONE PEDESTAL
❑T
UNDERGROUND ELEC.
UE
UTILITY POLE
C_c�
WATER LINE
w w
WATER VALVE
WV
FIRE HYDRANT
WATER METER
©
,
WATER LINE BACKFLOW
WATER LINE REDUCER
IRON ROD/PIPE
O
CONCRETE MONUMENT
BENCHMARK
TEMP. SLOPE DRAIN
TREE PROTECTION
ROLLED EROSION
CONTROL MATTING
ABBREVIATIONS
ABBREVIATION: DESCRIPTION: ABBREVIATION: DESCRIPTION:
A/C
AIR CONDITIONING
ADJ
ADJACENT
SF
AL
AREA LIGHT
7D
APROX
APPROXIMATE
®
ASSM
ASSEMBLY
-was
ASPH
ASPHALT
BLDG
BUILDING
B.O.
BLOW -OFF
BOC
BACK OF CURB
BOW
BOTTOM OF WALL
BX
BOX
113
C.F.
CUBIC FOOT
CI
CURB INLET
0
CL
CENTER LINE
----7P---- 7P-
CONC
CONCRETE
CONST
CONSTRUCTION
CY
CUBIC YARD
DEMO
DEMOLISH (DEMOLITION)
DP
DEEP
DI
DUCTILE IRON
D.I.P.
DUCTILE IRON PIPE
DIA
DIAMETER
DIM
DIMENSION
DWG
DRAWING
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIS
EXISTING IRON STAKE
ELEC
ELECTRIC
ELEV
ELEVATION
ELMH
ELECTRICAL MANHOLE
ENCL
ENCLOSURE
EOC
EDGE OF CONCRETE
EOP
EDGE OF PAVEMENT
EQPT
EQUIPMENT
ESMT
EASEMENT
EX
EXISTING
FES
FLARED END SECTION
FFE
FINISH FLOOR ELEVATION
FH
FIRE HYDRANT
FNC
FENCE
FO
FIBER OPTIC
FOC
FACE OF CURB
FT
FOOT
G.V.
GATE VALVE
GALV
GALVANIZE
GND
GROUND
GRAV
GRAVEL
HDPE
HIGH DENSITY POLYETHYLENE
L LENGTH
LF LINEAR FOOT
LFT LEFT
MAX MAXIMUM
MIN MINIMUM
MISC MISCELLANEOUS
M.J. MECHANICAL JOINT
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O.C. ON CENTER
OHE OVERHEAD ELECTRIC
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTION
PIV
POST INDICATION VALVE
PP
POWER POLE
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
R
RADIUS
R.J.
RESTRAINED JOINT
R/W, ROW
RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
RDCO
ROOF DRAIN CLEAN OUT
REQD
REQUIRED
RQMT
REQUIREMENT
RT
RIGHT
RWM
RIGHT OF WAY MONUMENT
SCH
SCHEDULE
SD
STORM DRAIN
SDCO
STORM DRAIN CLEAN OUT
SDMH
STORM DRAIN MANHOLE
SED
SEDIMENT
SF
SQUARE FOOT
SPEC
SPECIFICATION
SQ
SQUARE
SS
SANITARY SEWER
SSCO
SANITARY SEWER CLEAN OUT
SSMH
SANITARY SEWER MANHOLE
STA
STATION
SY
SQUARE YARD
TBM
TEMPORARY BENCHMARK
TEL
TELEPHONE
TEMP
TEMPORARY
THK
THICK
TOC, T/C
TOP OF CURB
TOW
TOP OF WALL
TPED
TELEPHONE PEDESTAL
TS&V
TAPPING SADDLE & VALVE
TYP
TYPICAL
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
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PROPERTY LINES
KIMBERLY HOPE WILLIAMS AND
LEE EDWARD WILLIAMS
BOOK: 1366 PAGE: 646
ACCESS RD LENGTH: 400 FT
TEMP. EASEMENT AREA: 13, 000 SQ FT
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SHAWN TAYLOR
BOOK: 1646 PAGE: 890
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ACCESS RD LENGTH: 525 FT
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TEMPORARY ACCESS ROAD
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OWNER:
REMOVE EXISTING CMP
JEAN D BRITT AND
AUDREY B LOVETT
CULVERT AND INSTALL 1-24"
BOOK: 1980 PAGE: 7
TYPE V RCP CULVERTS 20'
ACCESS RD LENGTH:
1,560 FT
IN LENGTH
TEMP. EASEMENT AREA: 48,000 SQ FT
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::::::****.****.**::::::::::::::::::::**.***:::::::::::::::::::**...*:::::::::::::::::::::::::::::::::::::*.**...**...::::::::::::::::::::::::::::::::::::::*.**...**...::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: HCF
DRAWN:
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SYM.
REVISIONS
DESCRIPTION
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W DTHD
PIPE WIDTH + 12"
3' MIN. FINAL
COVER BACKFILL
WIIDTH PE � #12 COPPER
TRACER WIRE
OVERNON� FPIPE
7 LIGHTLY
PIPE k - PIPE 1 CONSOLIDATED
ZONE
BACKFILL
NOTES:
1. BEDDING SHALL BE 4" MINIMUM ABC STONE,
AND SHALL PROVIDE UNIFORM SUPPORT FOR
THE FULL LENGTH OF PIPE.
2. BACKFILL PER NCDOT STANDARDS.
TRENCH DETAIL
LAYING CONDITIONS
18"x18"x6" THICK
CAST -IN -PLACE
CONCRETE PAD -
2$$ SQUARE
OPERATOR NUT
LOOP #12 TRACER WIRE
UP TO TOP OF VALVE BOX
PLAN
NOTES:
1. VALVES SHALL BE CLOW OR MUELLER, OPEN LEFT, TAPPING
SLEEVE AND VALVE.
2. SOLID CONCRETE OR BRICK BLOCKING SHALL BE USED AS
FOOTING FOR DUCTILE IRON PIPE. P.V.C. PIPE SHALL REQUIRE A A
2500 P.S.I. CONCRETE FOOTING.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS. P'�2
4. VALVE SEPARATION ON PLANS AND PROFILES IS FOR CLARITY.
ACTUAL SEPARATION MAY BE REDUCED TO FIT LAYING CONDITIONS. a
a
I
CONTINUOUS #12 COPPER TRACER
WIRE OVER NON-FERROUS PIPE
0
UNDISTURBED TAPPING GATE
FSOIL � SLEEVE � VALVE7
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A/2 MIN.
IIIIII D�
� •. D D
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CONCRETE
BLOCK
SECTION A -A
TAPPING SLEEVE AND VALVE D ETAI L
N.T.S.
LOOP #12 TRACER
WIRE UP TO TOP
OF VALVE BOX
- CAST IRON
VALVE BOX
SOLID BRICK PLACED
ON COMPACTED SOIL
UNDER VALVE BOX
MEC AL OINTGA EIIIIIII III IIIIIII#12 COPPER
RACER WIRE
VALVE OVER NON
FERROUS PIPE
CONCRETE
BLOCK
NOTE:
SEPARATION FROM ADJACENT FITTINGS SHOWN ON PLANS
AND PROFILES IS FOR CLARITY. ACTUAL SEPARATION MAY
BE ADJUSTED TO FIT LAYING CONDITIONS.
GATE VALVE ASSEMBLY
N.T.S.
NDISTURBED
ARTH
MIN.
PLAN
U1VLJIJ 1 U1\LJLLJ L/11\ 1 1 1
ELEVATION
� UNDISTURBED EARTH
ELEVATION
"T
NOTES:
1. THRUST BLOCKS SHALL BE CONSTRUCTED OF 2500 P.S.I. CONCRETE.
2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT CONCRETE BONDING.
DIMENSION A (FEET)
BEND / FITING
PIPE SIZE (NOM. DIA. IN INCHES)
4
6
8
10
12
16
18
20
24
90• BEND
1.4
2.0
2.7
3.4
4.0
5.4
6.0
6.7
8.0
45° BEND
1.0
1.5
2.0
2.5
3.0
4.0
4.5
5.0
5.9
22.5• BEND
0.8
1.1
1.5
1.8
2.2
2.9
3.2
3.6
4.3
11.25• BEND
0.5
0.8
1.0
1.3
1.5
2.0
2.3
2.5
3.0
TEE BRANCH/DEAD END
1.2
1.7
2.3
2.9
3.4
4.5
5.1
5.7
6.8
CONCRETE THRUST BLOCK DETAIL
FOR WATER MAIN HORIZONTAL BENDS AND TEES
N.T.S.
DATE BY ,,,N���N • CA/?o��
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DATE: August, 2020
DESIGNED: MAL
DRAWN: DJN
CHECKED: MAL
NO.
D.I
Fair-19.02 Details 1.dwg: Layout=Details
Xref .\ Xrefs\ Fair-19.02 Title Block.dwa