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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_NOTES.dwg August 9, 2017 2:55:16 PM
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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2012 HCDPU REQUIRED UTILITY NOTES (REVISION 5 - MARCH 2012)THE FOLLOWING UTILITY NOTES SHOULD BE ADDED TO THE COVER SHEET OF UTILITY PLANS FOR PROJECTSLOCATED IN HARNETT COUNTY:WATERA. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEWSUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU) PREFERSTHE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWOHOSE NOZZLES AND ONE PUMPER NOZZLE);2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWO HOSENOZZLES AND ONE PUMPER NOZZLE);3. WATEROUS - PACER B-67-250 MODEL WITH A 5¼" MAIN VALVE OPENING THREE WAY (TWO HOSENOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR STANDARDIZATION.B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANYFIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE RESPONSIBILITY OF THE UTILITYCONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HCDPU UTILITYCONSTRUCTION INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL..C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR "AUTHORIZATION TOCONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINESHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDENR "AUTHORIZATION TOCONSTRUCT" PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANDNATURAL RESOURCES - DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION(NCDENR-DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BEMAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATERLINES THAT WILL SERVE THIS PROJECT.D. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU)AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTIONCOMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION CONFERENCEWITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORECONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FORREGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTIONWORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTEDBY HCDPU.E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY CONTRACTOR WITH A SETOF NCDENR APPROVED PLANS MARKED "RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIORTO CONSTRUCTION COMMENCING. THE PROFESSIONAL LAND SURVEYOR (PLS) SHOULD STAKE OUTALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREETBEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADESTAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TOINTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR WITHMATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THECONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETTCOUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHEDSPECIFICATIONS OF HCDPU AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TOCONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE INHARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIEDBY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATEDAPPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU). THE UTILITYCONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATERSERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES FOR OTHER UTILITYCOMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BYTHE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OFENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND ACCEPTED BYHCDPU.H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THEPROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE ANDTHE METER SETTERS MUST BE A MINIMUM OF 8" BELOW THE METER BOX LID. METER SETTERS SHALLBE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE.I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HCDPU UTILITYCONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATERSYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS,PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIREHYDRANTS, METER SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALLWATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLYIDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BEAPPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLYDOCUMENTED IN THE RED LINE FIELD DRAWINGS.J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON-POTABLE WATER LINES (SANITARYSEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OFTWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES. NCDOTREQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLEWATER MAIN SHALL BE INSTALLED WITH TWENTY-FOUR (24") INCHES OF VERTICAL SEPARATION ANDWITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON-POTABLE WATER LINE SUCHAS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THENTHE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLE WATER MAINAND THE NON-POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON PIPE (DIP) IF THE STATEMINIMUM SEPARATIONS CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THEMECHANICAL JOINTS ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAINCROSSES THE NON-POTABLE WATER LINE.K. POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES (SANITARY SEWER,STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN(10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALSAND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANYOTHER UTILITY OR STORM SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE POTABLE WATERMAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BEMAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINTWHERE THE MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BERE-ESTABLISHED.L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVEADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A LATER TIME. THE METER SETTERSSHALL BE INSTALLED AT LEAST ONE (1') FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TOFIVE (5') FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.M. HCDPU REQUIRES THAT METER BOXES FOR ¾" SERVICES SHALL BE 12" WIDE X 17" LONG ABS PLASTICBOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS. METER BOXES FOR 1" SERVICES SHALLBE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CASTIRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X32" LONG ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIPCOVERS IN THE CENTER OF THE LIDS.N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY ANDASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN (18") INCHES OF CLEARANCEBETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THEMASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTSFROM THE MANUFACTURER IN ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARDSPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULTPIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FORTHE METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.O. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSSUNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FOR REMOVAL ANDREPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT ¾" WATER SERVICE LINES MAY BE INSTALLEDINSIDE ONE (1) - TWO (2") INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1" WATERSERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUTEACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOTALLOWED BY HCDPU.P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI
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V
C
P
I
P
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M
U
S
T
B
E
P
R
O
T
E
C
T
E
D
F
R
O
M
EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO I
N
S
T
A
L
L
A
T
I
O
N
.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFE
C
T
E
D
I
N
S
T
R
I
C
T
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
S
T
A
N
D
A
R
D
SPECIFICATIONS OF THE HARNETT COUNTY DEP
A
R
T
M
E
N
T
O
F
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
.
A
L
L
W
A
T
E
R
S
A
M
P
L
E
S
COLLECTED FOR BACTERIA TESTING WILL BE CO
L
L
E
C
T
E
D
B
Y
T
H
E
H
C
D
P
U
U
T
I
L
I
T
Y
C
O
N
S
T
R
U
C
T
I
O
N
INSPECTOR AND TESTED IN THE HCDPU LABORA
T
O
R
Y
.
T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIA
M
E
T
E
R
S
H
A
L
L
B
E
D
U
C
T
I
L
E
I
R
O
N
.
H
C
D
P
U
R
E
Q
U
I
R
E
S
THAT MECHANICAL JOINTS BE ASSEMBLED WIT
H
G
R
I
P
R
I
N
G
S
A
S
"
M
E
G
A
L
U
G
"
F
I
T
T
I
N
G
S
A
R
E
N
O
T
APPROVED BY HARNETT COUNTY FOR PIPE SIZE
S
S
M
A
L
L
E
R
T
H
A
N
T
W
E
L
V
E
I
N
C
H
E
S
(
1
2
"
)
D
I
A
M
E
T
E
R
.
PVC PIPE USED FOR WATER MAINS SHALL BE CO
N
N
E
C
T
E
D
B
Y
S
L
I
P
J
O
I
N
T
O
R
M
E
C
H
A
N
I
C
A
L
J
O
I
N
T
W
I
T
H
GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLO
W
E
D
O
N
P
V
C
P
I
P
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U
S
E
D
F
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R
W
A
T
E
R
M
A
I
N
S
I
N
HARNETT COUNTY.U. HCDPU REQUIRES THAT THE UTILITY CONTRACTO
R
I
N
S
T
A
L
L
T
R
A
C
E
R
W
I
R
E
I
N
T
H
E
T
R
E
N
C
H
W
I
T
H
A
L
L
WATER LINES. THE TRACER WIRE SHALL BE 12 G
A
.
I
N
S
U
L
A
T
E
D
,
S
O
L
I
D
C
O
P
P
E
R
C
O
N
D
U
C
T
O
R
A
N
D
I
T
SHALL BE TERMINATED AT THE TOP OF THE VAL
V
E
B
O
X
E
S
O
R
M
A
N
H
O
L
E
S
.
N
O
S
P
L
I
C
E
D
W
I
R
E
CONNECTIONS SHALL BE MADE UNDERGROUN
D
O
N
T
R
A
C
E
R
W
I
R
E
I
N
S
T
A
L
L
E
D
I
N
H
A
R
N
E
T
T
C
O
U
N
T
Y
.
THE TRACER WIRE MAY BE SECURED WITH DUC
T
T
A
P
E
T
O
T
H
E
T
O
P
O
F
T
H
E
P
I
P
E
B
E
F
O
R
E
B
A
C
K
F
I
L
L
I
N
G
.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFES
S
I
O
N
A
L
E
N
G
I
N
E
E
R
(
P
E
)
A
N
D
T
H
E
H
C
D
P
U
U
T
I
L
I
T
Y
CONSTRUCTION INSPECTOR WITH A SET OF RED
L
I
N
E
F
I
E
L
D
D
R
A
W
I
N
G
S
T
O
I
D
E
N
T
I
F
Y
T
H
E
I
N
S
T
A
L
L
E
D
LOCATIONS OF THE WATER LINE(S) AND ALL AS
S
O
C
I
A
T
E
D
S
E
R
V
I
C
E
S
.
A
L
L
C
H
A
N
G
E
O
R
D
E
R
S
M
U
S
T
B
E
PRE-APPROVED BY HCDPU AND THE PROFESSIO
N
A
L
E
N
G
I
N
E
E
R
(
P
E
)
I
N
W
R
I
T
I
N
G
A
N
D
P
R
O
P
E
R
L
Y
DOCUMENTED IN THE RED LINE FIELD DRAWIN
G
S
.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO E
X
P
O
S
E
E
A
C
H
U
T
I
L
I
T
Y
P
I
P
E
O
R
L
I
N
E
W
H
I
C
H
M
A
Y
CONFLICT WITH CONSTRUCTION OF PROPOSED
W
A
T
E
R
L
I
N
E
E
X
T
E
N
S
I
O
N
S
W
E
L
L
I
N
A
D
V
A
N
C
E
T
O
VERIFY LOCATIONS OF THE EXISTING UTILITIES.
T
H
E
U
T
I
L
I
T
Y
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
B
O
T
H
HORIZONTAL AND VERTICAL CLEARANCES TO T
H
E
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
(
P
E
)
T
O
A
L
L
O
W
T
H
E
P
E
TO ADJUST THE WATER LINE DESIGN IN ORDER
T
O
A
V
O
I
D
C
O
N
F
L
I
C
T
S
W
I
T
H
E
X
I
S
T
I
N
G
U
N
D
E
R
G
R
O
U
N
D
UTILITIES. THE UTILITY CONTRACTOR SHALL CO
O
R
D
I
N
A
T
E
W
I
T
H
T
H
E
U
T
I
L
I
T
Y
O
W
N
E
R
A
N
D
B
E
RESPONSIBLE FOR TEMPORARY RELOCATION A
N
D
/
O
R
S
E
C
U
R
I
N
G
E
X
I
S
T
I
N
G
U
T
I
L
I
T
Y
P
O
L
E
S
,
P
I
P
E
S
,
WIRES, CABLES, SIGNS AND/OR UTILITIES INCLU
D
I
N
G
S
E
R
V
I
C
E
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
U
T
I
L
I
T
Y
OWNER REQUIREMENTS DURING WATER LINE I
N
S
T
A
L
L
A
T
I
O
N
,
G
R
A
D
I
N
G
A
N
D
S
T
R
E
E
T
C
O
N
S
T
R
U
C
T
I
O
N
.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK
W
I
T
H
I
N
E
S
T
A
B
L
I
S
H
E
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
S
O
R
N
C
D
O
T
RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS R
E
Q
U
I
R
E
D
T
O
H
A
V
E
A
S
I
G
N
E
D
N
C
D
O
T
E
N
C
R
O
A
C
H
M
E
N
T
AGREEMENT POSTED ON SITE AND NOTIFY ALL
C
O
N
C
E
R
N
E
D
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
I
N
A
C
C
O
R
D
A
N
C
E
WITH G.S. 87-102. THE UTILITY CONTRACTOR M
U
S
T
C
A
L
L
T
H
E
N
C
O
N
E
C
A
L
L
C
E
N
T
E
R
A
T
8
1
1
O
R
(
8
0
0
)
632-4949 TO VERIFY THE LOCATION OF EXISTIN
G
U
T
I
L
I
T
I
E
S
P
R
I
O
R
T
O
T
H
E
B
E
G
I
N
N
I
N
G
O
F
CONSTRUCTION. EXISTING UTILITIES SHOWN IN
T
H
E
S
E
P
L
A
N
S
A
R
E
T
A
K
E
N
F
R
O
M
M
A
P
S
F
U
R
N
I
S
H
E
D
B
Y
VARIOUS UTILITY COMPANIES AND HAVE NOT
B
E
E
N
P
H
Y
S
I
C
A
L
L
Y
L
O
C
A
T
E
D
O
R
V
E
R
I
F
I
E
D
B
Y
T
H
E
P
.
E
.
(I.E. TELEPHONE, CABLE, WATER, SEWER, ELECT
R
I
C
A
L
P
O
W
E
R
,
F
I
B
E
R
O
P
T
I
C
,
N
A
T
U
R
A
L
G
A
S
,
E
T
C
.
)
.
T
H
E
UTILITY CONTRACTOR WILL BE RESPONSIBLE TO
R
E
P
A
I
R
A
N
Y
A
N
D
A
L
L
D
A
M
A
G
E
S
T
O
T
H
E
SATISFACTION OF THE RELATED UTILITY COMPA
N
Y
.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HCDP
U
W
I
T
H
A
T
L
E
A
S
T
O
N
E
(
1
)
F
I
R
E
H
Y
D
R
A
N
T
W
R
E
N
C
H
A
N
D
ONE (1) BREAK-AWAY FLANGE KIT FOR EVERY S
U
B
D
I
V
I
S
I
O
N
W
I
T
H
F
I
R
E
H
Y
D
R
A
N
T
S
D
E
V
E
L
O
P
E
D
I
N
HARNETT COUNTY. THESE ITEMS MUST BE PRO
V
I
D
E
D
T
O
H
C
D
P
U
B
E
F
O
R
E
T
H
E
F
I
N
A
L
I
N
S
P
E
C
T
I
O
N
W
I
L
L
BE SCHEDULED BY THE HCDPU UTILITY CONSTR
U
C
T
I
O
N
I
N
S
P
E
C
T
O
R
.
I
N
A
D
D
I
T
I
O
N
,
T
H
E
U
T
I
L
I
T
Y
CONTRACTOR SHALL INSTALL A 4" X 4" CONCRE
T
E
V
A
L
V
E
M
A
R
K
E
R
A
T
T
H
E
E
D
G
E
O
F
T
H
E
RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF
E
A
C
H
G
A
T
E
V
A
L
V
E
I
N
S
T
A
L
L
E
D
I
N
T
H
E
N
E
W
W
A
T
E
R
SYSTEM WITH THE EXCEPTION OF THE FIRE HYD
R
A
N
T
I
S
O
L
A
T
I
O
N
V
A
L
V
E
S
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
MEASURE THE DISTANCE FROM THE CENTER OF
T
H
E
C
O
N
C
R
E
T
E
M
A
R
K
E
R
T
O
T
H
E
C
E
N
T
E
R
O
F
T
H
E
VALVE BOX. THIS DISTANCE (IN LINEAR FEET) S
H
A
L
L
B
E
S
T
A
M
P
E
D
O
N
T
H
E
B
R
A
S
S
P
L
A
T
E
L
O
C
A
T
E
D
O
N
THE TOP OF THE CONCRETE VALVE MARKER. IN
L
I
E
U
O
F
I
N
S
T
A
L
L
I
N
G
T
H
E
C
O
N
C
R
E
T
E
V
A
L
V
E
M
A
R
K
E
R
S
,
THE UTILITY CONTRACTOR MAY PROVIDE AT LE
A
S
T
T
W
O
M
E
A
S
U
R
E
M
E
N
T
S
F
R
O
M
T
W
O
I
N
D
E
P
E
N
D
E
N
T
PERMANENT ABOVE GROUND STRUCTURES TO
T
H
E
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
(
P
E
)
I
N
T
H
E
R
E
D
L
I
N
E
DRAWINGS TO IDENTIFY THE VALVE LOCATIONS
.
T
H
E
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
(
P
E
)
M
U
S
T
I
N
C
L
U
D
E
THESE MEASUREMENTS IN THE AS-BUILT RECO
R
D
D
R
A
W
I
N
G
S
S
U
B
M
I
T
T
E
D
T
O
H
C
D
P
U
.
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE
F
O
R
A
N
Y
A
N
D
A
L
L
R
E
P
A
I
R
S
D
U
E
T
O
L
E
A
K
A
G
E
D
A
M
A
G
E
FROM POOR WORKMANSHIP DURING THE ONE
(
1
)
Y
E
A
R
W
A
R
R
A
N
T
Y
P
E
R
I
O
D
O
N
C
E
T
H
E
W
A
T
E
R
SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTE
D
B
Y
H
A
R
N
E
T
T
C
O
U
N
T
Y
.
H
A
R
N
E
T
T
C
O
U
N
T
Y
W
I
L
L
PROVIDE MAINTENANCE AND REPAIRS WHEN R
E
Q
U
E
S
T
E
D
A
N
D
B
I
L
L
T
H
E
D
E
V
E
L
O
P
E
R
A
N
D
/
O
R
U
T
I
L
I
T
Y
CONTRACTOR IF NECESSARY DUE TO LACK OF R
E
S
P
O
N
S
E
W
I
T
H
I
N
4
8
H
O
U
R
S
O
F
N
O
T
I
F
I
C
A
T
I
O
N
O
F
WARRANTY WORK. THE UTILITY CONTRACTOR
W
I
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
N
Y
A
N
D
A
L
L
R
E
P
A
I
R
S
D
U
E
TO DAMAGES RESULTING FROM FAILURE TO LO
C
A
T
E
T
H
E
N
E
W
W
A
T
E
R
L
I
N
E
S
A
N
D
A
S
S
O
C
I
A
T
E
D
APPURTENANCES FOR OTHER UTILITIES AND TH
E
I
R
C
O
N
T
R
A
C
T
O
R
S
U
N
T
I
L
T
H
E
W
A
T
E
R
L
I
N
E
S
H
A
V
E
BEEN APPROVED BY NCDENR AND ACCEPTED B
Y
H
C
D
P
U
.
T
H
E
F
I
N
A
L
I
N
S
P
E
C
T
I
O
N
O
F
W
A
T
E
R
S
Y
S
T
E
M
IMPROVEMENTS CANNOT BE SCHEDULED WITH
H
C
D
P
U
U
N
T
I
L
T
H
E
S
T
R
E
E
T
S
H
A
V
E
B
E
E
N
P
A
V
E
D
,
T
H
E
RIGHTS-OF-WAY AND UTILITY EASEMENTS HAV
E
B
E
E
N
S
E
E
D
E
D
A
N
D
S
T
A
B
I
L
I
Z
E
D
W
I
T
H
A
N
A
D
E
Q
U
A
T
E
STAND OF GRASS IN PLACE TO PREVENT EROSI
O
N
I
S
S
U
E
S
O
N
S
I
T
E
.
AA. THE ENGINEER OF RECORD IS RESPONSIBLE TO I
N
S
U
R
E
T
H
A
T
C
O
N
S
T
R
U
C
T
I
O
N
I
S
,
A
T
A
L
L
T
I
M
E
S
,
I
N
COMPLIANCE WITH ACCEPTED SANITARY ENGI
N
E
E
R
I
N
G
P
R
A
C
T
I
C
E
S
A
N
D
A
P
P
R
O
V
E
D
P
L
A
N
S
A
N
D
SPECIFICATIONS. NO FIELD CHANGES TO THE AP
P
R
O
V
E
D
P
L
A
N
S
A
R
E
A
L
L
O
W
E
D
W
I
T
H
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T
P
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WRITTEN APPROVAL BY HCDPU. A COPY OF EAC
H
E
N
G
I
N
E
E
R
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HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_ESC.dwg August 9, 2017 2:56:02 PM
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_ESC.dwg August 9, 2017 2:56:05 PM
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1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_SITE.dwg August 9, 2017 2:56:34 PM
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1
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.
1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_SITE.dwg August 9, 2017 2:56:35 PM
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1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_UTIL.dwg August 9, 2017 2:57:03 PM
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1
4
2
4
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9
.
1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_UTIL.dwg August 9, 2017 2:57:05 PM
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9
.
1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_GRADE.dwg August 9, 2017 2:57:33 PM
R
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.
1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_LANDSCAPE.dwg August 9, 2017 2:58:04 PM
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1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_PROFILES.dwg August 9, 2017 2:58:40 PM
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1
7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_PROFILES.dwg August 9, 2017 2:58:47 PM
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_ESC DETAILS.dwg August 9, 2017 2:58:56 PM
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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ESC DETAILS
MATERIALS1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS ORPOLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER ASCONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART INTABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAYINHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTEDUSABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120º F.2.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH AMINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TOFACILITATE FASTENING THE FABRIC.3.FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCEWITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.CONSTRUCTION1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRASTRENGTH SYNTHETIC FILTER FABRICS.2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHESABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OFWATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)3.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OFTHE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTENTHE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TOTHE NEXT POST.4.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENEDSECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORTTO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRICON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULDHAVE MINIMUM 50 POUND TENSILE STRENGTH.5.WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEETAPART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND AMINIMUM OF 24 INCHES.6.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIREWIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TOPOSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILESTRENGTH.7.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONGTHE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.62A).8.PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.9.BACKFILL THE TRENCH WITH COMPACTED SOIL PLACED OVER THE FILTER FABRIC.THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCEPERFORMANCE.10.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.SEDIMENT FENCE INSTALLATION USING THE SLICIN
G
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T
H
O
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INSTEAD OF EXCAVATING A TRENCH, PLACING FAB
R
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N
B
A
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F
I
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I
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,
SEDIMENT FENCE MAY BE INSTALLED USING SPECI
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INSERTS THE FABRIC INTO A CUT SLICED IN THE GR
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A
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INSTALLATION SPECIFICATIONS1.THE BASE OF BOTH END POSTS SHOULD BE
A
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MIDDLE OF THE FENCE. CHECK WITH A LEVEL
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Y
.
2.INSTALL POSTS 4 FEET APART IN CRITICAL A
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APPLICATIONS.3.INSTALL POSTS 2 FEET DEEP ON THE DOW
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AS CLOSE AS POSSIBLE TO THE FABRIC, EN
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FROM UPSTREAM WATER PRESSURE.4.INSTALL POSTS WITH THE NIPPLES FACING A
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5.ATTACH THE FABRIC TO EACH POST WITH T
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8 INCHES OF THE FABRIC. ATTACH EACH TIE
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4
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FABRIC, WITH EACH PUNCTURE AT LEAST 1 I
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SAGGING.6.WRAP APPROXIMATELY 6 INCHES OF FABRI
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WITH 3 TIES.7.NO MORE THAN 24 INCHES OF A 36 INCH FAB
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8.THE INSTALLATION SHOULD BE CHECKED
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BEFORE COMPACTION.9.COMPACTION IS VITALLY IMPORTANT FOR E
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IMMEDIATELY NEXT TO THE SILT FENCE FA
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TOTAL OF 4 TRIPS.MAINTENANCE1.INSPECT SEDIMENT FENCES AT LEAST ONC
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MAKE ANY REQUIRED REPAIRS IMMEDIATELY
.
2.SHOULD THE FABRIC OF A SEDIMENT FEN
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BECOME INEFFECTIVE, REPLACE IT PROMPTL
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3.REMOVE SEDIMENT DEPOSITS AS NECESS
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4.REMOVE ALL FENCING MATERIALS AND UNS
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SPECIFICATIONS CONSTRUCTION1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS OR OTHER OBJECTIONABLE MATERIAL.FILL AND COMPACT ALL DITCHES, SWALES OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUNDLEVEL OR ABOVE.2.JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY.3.EXCAVATE, SHAPE AND STABILIZE THE DIVERSION TO LINE, GRADE AND CROSS SECTION, AS SHOWN ONTHE DRAWINGS.4.SEED AND MULCH IMMEDIATELY UPON COMPLETION.MAINTENANCE1. INSPECT DIVERSIONS AFTER EVERY RAINFALL EVENT OF 1/2 INCH OR MORE. IMMEDIATELY REMOVE ANYOBSTRUCTIONS FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND MAKETIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALLTIMES.DIVERSION DITCH/BERM DETAIL
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_ESC DETAILS.dwg August 9, 2017 2:58:59 PM
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HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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P:\R14\200\R14245N\R14245N-05\CAD\R14245N-05G\R14245N-05N_DETAIL.dwg August 9, 2017 2:59:14 PM
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7 CAMPBELL POINTE PHASE 4-6
HARNETT COUNTY, NORTH CAROLINA
Draper Aden Associates
Engineering Surveying Environmental Services
Northern Virginia
Fayetteville, NC
Hampton Roads, VA
Blacksburg, VA
Richmond, VA
Charlottesville, VA
NCSU Centennial Campus
930 Main Campus Drive, Suite 151
Raleigh, NC 27606
919-827-0864 Fax: 919-839-8138
www.daa.com
NC Firm License # C-0861
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DETAILS
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