SW6120301_Cover Sheet/Notes_20120323

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PROJECT LOCATION
AGENCY CONTACT LISTING
TELEPHONE
ELECTRIC
CENTURY LINK
CENTRAL ELECTRIC MEMBERSHIP
MR. LARRY MASON
128 WILSON ROAD
[phone]
SANFORD, NC 27332
MR. GREG SPEJCHER
MR. EDDIE OLDHAM
[phone]
(919) 774--4131 ex. 147
gregory.p.spejcher@centurytink,corn
UI DI NG--DEPARTLA ENT
FIRE DEPARTMENT
HARNETT COUNTY INSPECTIONS
P.0 BOX 65
HARNETT COUNTY FIRE MARSHAL
108 E. FRONT STREET
PO BOX 370 LILLINGTON, NC 27546
LILLINGTON, NC 27546
1005 EDWARDS BROTHERS DRIVE
MR. KEN SLATTUM
LILLINGTON, NC 27546
[phone] ex. 3
MR. MICHAEL MARTIN
[phone]
CABLE
SANITARY SEWER
CHARTER COMMUNICATIONS
301 E. CORNELIUS HARNETT BLVD.
HARNETT COUNTY PUBLIC UTILITIES
LILLINGTON, NC 27546
700 MCKINNEY PARKWAY
1-888-438-2427
LILLINGTON, NC 27546
MR. SHANE CUMMINGS
[phone] ex. 3275
U0 M DRAINAGE
HARNETT COUNTY
ZONING
MS. AMANDA BADER
HARNETT COUNTY PLANNING
abod 0hurne04
abader�Itarnett.org
P.O. BOX 65
108 E. FRONT STREET
NCDENR—DWQ
MR. JAY SIKES
512 N. SALISBURY ST
[phone] ex. 6418
RALEIGH. NC 27604
MR. ROBERT PATTERSON
[phone]
DEPT. OF TRANSPORTA:TION-
WATER
NCDOT
600 SOUTHERN AVE.
HARNETT COUNTY PUBLIC UTILITIES
FAYETTEVILLE, NC 28301
700 MCKINNEY PARKWAY
MR. TROY BAKER
LILLINGTON, NC 27546
[phone]
MR. SHANE CUMMINGS
[phone] ex. 3275
GAS
EROSION CONTROL
CUMBERLAND —HARNETT GAS AND OIL COMPANY
3003 LILLINGTON HWY NCDENR—LAND QUALITY SECTION
SPRING LAKE, NC 28390 225 GREEN STREET, SUITE 714
MR. BARRY LEWIS FAYETTEVILLE, NC 28301
[phone] MS. JODI PACE
[phone]
PROJECT OWNER
AND CONSULTANT
OWNER/APPLICANT
REDDLANDS, INC.
116-103 WILSON PIKE CIRCLE
BRENTWOOD, TN 37027
MR. JON THOMAS
(615) 591--5525 ex. 230
ARCHITECT
NORR
DIME BUILDING, SUITE 1000
719 GRISWORD STREET
DETROIT, MI 48226
MS. ASHLEY EWING
[phone]
AGENCY
CIVIL ENGINEERING CONSULTANT
KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
MR. CHRIS BOSTIC. P.E.
(919) 653--2927
SURVEYOR
CHANDLER LAND SURVEYING
309 S° FUQUAY AVENUE
FUQUAY VARINA, NC 27526
MR. JOHN CHANDLER, PLS
[phone]
BID SET
HARNETT COUNTY DRB APPROVAL
HARNETT COUNTY LAND USE PERMIT
HARNETT COUNTY BUILDING PERMIT
NCDENR LAND DISTURBANCE PERMIT
NCDENR STORMWATER PERMIT
NCDENR WATER PERMIT
ISSUED/
PERMIT NUMBER
CONSTRUCTION DRAWINGS FOR
STORE NUMBER #10157
HWY 24/87 AND H M CAGLE DR.
HARNETT COUNTY, NORTH CAROLINA
PREPARED IN THE OFFICE OF:
PERMIT SET
K'Imley=Horn
� F I and Associates, Inc.
333 FAYETTEVILLE STREET -SUITE 600 - RALEIGH, NORTH CAROLINA 27601
PHONE [phone] FAX [phone]
Approvied Etartf-water Perrnj; J�curr r. •
Confitrur tion ir, accc'aance wim VH3e docunti4ints i:-
teqUtrect by Juc ssormwater `aorlh Csaohna
u m 1equire that IN, stormwater system dawgner
:aspect during onstraction; caMfu xonfcrmity with I*;c-r
glens and specs: anc; certify ccrnp;�ance wit l the
.iWnwisterruies f i rA'•r�AC2H +008Ij;';
Perffat# Date_ Z4.LSL
Data
NC COAL F-0102
OGLE
S/ Ttr rr OV
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I INDEX TO SHEETS I
I Sheet Sheet Title
1 Number
C-0
COVER
C-1
GENERAL NOTES
C-2
EXISTING CONDITIONS AND DEMOLITION PLAN
C-3
SITE PLAN
C-3A
SITE LAYOUT PLAN
C-4A
PHASE 1 EROSION CONTROL PLAN
C-413
GRADING AND PHASE 2 EROSION CONTROL PLAN
C-5
UTILITY PLAN
C-6
PAVING PLAN
C-7
CONSTRUCTION DETAILS
C--8
CONSTRUCTION DETAILS
C-9
CONSTRUCTION DETAILS
C-10
WATER DETAILS
C-11
WATER DETAILS
C-12
SEWER DETAILS
C-13
EROSION CONTROL DETAILS
C-14
STORMWATER DETAILS
L--1
LANDSCAPE PLAN
L--2
LANDSCAPE DETAILS
REVISIONS
Q
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NO. DATE DESCRIPTION BY
This document, together with the concepts and designs `��ltlllltl���
presented herein, as an instrument of services, is intended \���.�H CAl?zi
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only for the specific purpose and client for which it was
=��` �; •� ' • • .r�y��
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn S AL
and Associates, Inc. shall be without liability to Kimley—Horn _ 032582
and Associates, Inc. ma's.'. F Q.,;`�
�G 1 N e' ��00'
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Kimley—Horn and Associates, Inc., 2012 �'zi/''PHE1►1.�`���Z
SEAL:
JOB NUMBER:
ARCH 5, 2012 012426052

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GENERAL NOTES:
1, GQNTRACTQR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUIIDING DIMENSIONS,
BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXIT
PORCHES, RAMPS, DOWNSPOUTS, UTILITY ENTRANCE LOCATIONS, AND Bpi -LARDS IN BUILDING
SIDEWALKS.
2. ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGO MOUNTED ABOVE THE
SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY.
3. REFER TO DETAIL SHEET C-7 FOR DETAILS OF ON -SITE SIGNAGE, STRIPING, AND PAVEMENT
MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION.
4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL COUNTY AND STATE REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
5. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE CURB
& GUTTER AS SHOWN ON THE CONSTRUCTION DRAWINGS.
6. SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE, AND ROAD INFORMATION TAKEN FROM FIELD
SURVEYS BY CHANDLER LAND SURVEYING DATED JANUARY 12, 2012.
7. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS,
TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE NORTH
CAROLINA DEPT. OF TRANSPORTATION (NCDOT) AND HARNETT COUNTY.
8. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
9. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS, SIDEWALK, PAVING, AND GUTTER
AS NECESSARY.
10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZAMN TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
11. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE
WITH THE STANDARDS OF THE NCDOT AND HARNETT COUNTY.
12. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND
BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT
FOR INSTRUCTION PRIOR TO PROCEEDING.
14. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE
STRUCTURE.
15, THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN ACCORDANCE
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS MANUAL (LATEST
REVISIONS FOR ACCESSIBLE RAMP DETAILS).
16. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
17. NO TREE SHALL BE LOCATED WITHIN 15' OF A LIGHTING LOCATION.
18. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT NCDOT AND HARNETT
COUNTY STANDARD SPECIFICATIONS AND DETAILS.
19. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
ACCESSIBILITY CODE VOL. 1C. 20. VERTICAL DATUM FOR SURVEY IS NAVD 88.
TRAFFIC CONTROL:
1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF
STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS.
GRADING:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL HARNETT COUNTY AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL
CONTRACTOR PRIOR TO GROUND BREAKING,
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL
REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE
LIMITS, OR OTHER GRADING REQUIREMENTS.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS
INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTIO
N DATA 70 ESTABLISH CO
RRECT SUBBASE OR
COMPLETED UNDER THIS CONTRA
CT.
AGGREGATE SASE COURSE ELEVATIONS TO BE LE ,
l0. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS SUBJECT TO A FINE.
12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY CHANDLER LAND SURVEYING DATED
JANUARY 12, 2012.
13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.
15. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING
AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER
ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.
18. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE
PROJECT AS SHOWN ON THE PLANS.
19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND EXACT
UTILITY ENTRANCE LOCATIONS AND ELEVATIONS.
20. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL AND ANY
OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE
STRUCTURE.
21. ALL FOUNDATION AND UTILITY EXCAVATION SHALL BE INSPECTED I3Y A QUALIFIED GEOTECHNICAL
REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED, ALL UNDESIRABLE MATTER
SHALL BE REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE MATERIAL AS REQUIRED BY THE
GEOTECHNICAL REPRESENTATIVE AT CONTRACTOR'S EXPENSE.
22. GRADES. ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE
ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE
CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS.
23. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND
CONTINUOUS GRADE.
24. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
25. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING
UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
26. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT
AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING
AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.
27, ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM
DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN
ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND
COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION,
THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I.
BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING.
28. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL
PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE
APPROVED BY THE GEOT ECHNICAL ENGINEER PRIOR TO PLACEMENT.
29. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED
BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTING LABORATORY AND THE PAYMENT OF SUCH
TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW
BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE
SPECIFICATIONS.
30. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED CARD
FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET
TOPS ALIGN HORIZONTALLY WITH PROPOSED FINISHED GRADE (PER DETAIL, IF PROVIDED). WHERE PROPOSED
SfiORM SEWERS 11E TO EXISTING STRUCTURES, PIPES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED
STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
STANDARD UTILITY NOTES:
2010 HCDPU REQUIRED UTILITY NOTES
(REVISION 5-SEPTEMBER 16, 2010)
WATER
A. THE FIRE MARSHALS OFFICE SHALL APPROVE ALL HYDRANT TYPES AND
LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES (HCDPU) PREFERS THE CONTRACTORS TO
INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 5%"
MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE
PUMPER NOZZLE);
2. AMERICAN DARLING - MARK B-84-8 MODEL WITH A 5%'MAIN
VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER
NOZZLE);
3. WATEROUS - PACER B-67-250 MODEL WITH A 5Y4"MAIN VALVE
OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER
NOZZLE} OR APPROVED EQUAL FOR STANDARDIZATION.
B. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE
CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS
OPERATION SHALL BECOME THE RESPONSIBILITY OF THE UTILITY
CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY
THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
COUNTY FIRE MARSHAL.
C. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE
NCDENR AUTHORIZATION TO CONSTRUCT"PERMIT TO THE UTILITY
CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL
BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE
NCDENR AUTHORIZATION TO CONSTRUCT"PERMIT ISSUED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES -DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER
SUPPLY SECTION (NCDENR-DEH,PWSS) ON SITE PRIOR TO THE
START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE
THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED
WATER LINES 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 CONSTRUCTION
COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRECONSTRUCTION
CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY
CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE
CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST
COORDINATE WITH HCDPU FOR REGULAR INSPECTION VISITATIONS
AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK
SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF
HCDPU WHICH IS 8:00 AM -5:00 PM MONDAY THROUGH FRIDAY.
HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HCDPU.
E. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE
UTILITY CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS
MARKED 'RELEASED FOR CONSTRUCTION"AT LEAST TWO DAYS PRIOR TO
CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR
(RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR
THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY
CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINES). THE GRADE
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET
CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND
UTILITY CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY
CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP
DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF
ANY WATER LINE EXTENSIQN(S), AND ASSOCIATED WATER SERVICES IN
HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST
MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED
BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. ALL
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN
HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BE REMOVED
IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION
INSPECTOR.
G. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS
AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU). THE UTILITY
CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
WATEr MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER
SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR
CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES -DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER
SUPPLY SECTION (NCDENR-DEH, PWSS)AND ACCEPTED BY
HCDPU.
H. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT
THEY ARE INSTALLED AT THE PROPER DEPTH, ALL METER BOXES MUST BE
FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER
SETTERS MUST BE A MINIMUM OF 8"BELOW THE METER BOX LID.
METEr; SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED
BY BRICK, BLOCK OR STONE.
I. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER
PE AND HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF
RED LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM
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, FIRE HYDRANTS, METER
SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES
FOR ALL WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED
LINE DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE
NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE
APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD
DRAWINGS.
J. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE
WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR
(24") INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER
UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED
UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE
WITH TWENTY-FOUR I OF R INSTALLEDTINE 24 INCHES VERTICAL SEPARATION
AND WITH DUCTILE IRON PIPE WHENDESIGNEDTO BE PLACED UNDER A
NON -POTABLE WATER LINE SUCH AS SANITARY SEWER OR STORM SEWER
LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER
MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLE
WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST IRON OR
DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS
CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO
THE MECHANICAL JOINTS ARE AT LEAST (10') FEET FROM THE POINT
WHERE THE POTABLE WATER MAIN CROSSES 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 LATERALS AND SERVICES. THE HORIZONTAL SEPARATION
BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM
SEWER SHALL NOT BE LESS THAN FIVE (5') FEET. THE POTABLE WATER
MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF
TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALL
EXTEND AT LEAST TEN (10) FEET BEYOND THE POINT WHERE THE
MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10) FEET CAN
BE RE-ESTABLISHED.
L. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE
WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE
INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT
LEAST ONE (1) FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (T)
TO FIVE (5') FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M. HCDPU REQUIRES THAT METER BOXES FOR Y."SERVICES SHALL BE 12"
WIDE X 17"LONG ABS PLASTIC BOXES AT LEAST 18"IN HEIGHT WITH
CAST IRON LIDS/COVERS. METER BOXES FOR 1-SERVICES SHALL BE 17"
WIDE X 21"LONG ABS PLASTIC BOXES AT LEAST 18"IN HEIGHT WITH
PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS.
METER BOXES FOR 2"SERVICES SHALL BE 20"WIDE X 32"LONG ABS
PLASTIC BOXES AT LEAST 20"IN HEIGHT WITH PLASTIC LIDS AND CAST
IRON FLIP COVERS IN THE CENTER OF THE LIDS.
N. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE
METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE
AT LEAST EIGHTEEN (18") INCHES OF CLEARANCE BETWEEN THE BOTTOM
OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER SETTER. THE
MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT
EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE
WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND
DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER
VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR
MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HCDPU
PRIOR TO ORDERING THE CONCRETE VAULTS.
STANDARD UTILITY NOTES (CONTINUED):
2010 HCDPU REQUIRED UTILITY NOTES
(REVISION 5-SEPTEMBER 16, 2010)
WATEh.
0. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR--9 WATER
SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40
PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE
FUTURE. TWO (2) INDEPENDENT Y.-WATER SERVICE LINES MAY BE
INSTALLED INSIDE ONE (1) -TWO (2") INCH SCHEDULE 40 PVC
CONDUIT OR TWO (2) INDEPENDENT 1-WATER SERVICE LINES MAY BE
INSTALLED INSIDE ONE (1) -THREE (3") INCH SCHEDULE 40 PVC
CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE
WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HCDPU.
P. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES,
METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR
200 PSI AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE
HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HCDPU
UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST
NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND
COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.
Q. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST
USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL
TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER
MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE
HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITY
CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING
SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT
COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A
VA SIZED TO RESILIENT WEDGE TYPE GATE VALVE ED EQUAL THE DIAMETER OF
THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF
ISOLATION BETWEEN HARNETT COUNTYS EXISTING WATER MAINS AND
THE NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION,
R. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR
CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER.
ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT,
UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE
PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO
INSTALLATION.
S. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES. ALL WATER SAMPLES
COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HCDPU
UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE
HCDPU LABORATORY.
T. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE
IRON. HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED
WITH GRIP RINGS AS 'MEGALUG"FITTINGS ARE NOT APPROVED BY
HARNETT COUNTY FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12')
DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED
BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE
JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN
HARNETT COUNTY.
U. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER
WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE
12 GA. INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE
TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO
SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER
WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE
SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE)
AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF
RED LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE
WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS
MUST BE PRE -APPROVED BY HCDPU AND THE PROFESSIONAL
ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED
LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE
OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER
LINE EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE
EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PRQVICE BOTH
HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER
(PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO
AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE
RESPONSIBLE FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING
UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING
SERVICES IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS
DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED
UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTTLIT'
CONTRACTOR IS REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT
AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY
COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY
CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR
[phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO
THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE
PLANS ARE TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY
COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED BY
THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER,
ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS,
ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY
AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY
COMPANY.
Y. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE
(1) FIRE HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR
EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT
COUNTY. THESE ITEMS MUST BE PROVIDED TO HCDPU BEFORE THE
FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY
CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR
SHALL INSTALL A 4"X 4"CONCRETE VALVE MARKER AT THE EDGE OF THE
RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED
IN THE NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT
ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE
FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER OF THE
VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE
BRASS PLATE LOCATED ON THE TOP OF TH£ CONCRETE VALVE MARKER. IN
LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY
CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO
INDEPENDENT PERMANENT ABOVE GROUND STRUCTURES TO THE
PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY
THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST
INCLUDE THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS
SUBMITTED TO HCDPU.
Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL
REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING
THE ONE (1) YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM
IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT COUNTY,
HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN
REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF
NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF
NOTIFICATION OF WARRANTY WORK. THE UTILITY CONTRACTOR WILL BE
RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING
FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED
APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY
HCDPU. THE FINAL INSPECTION OF WATER SYSTEM IMPROVEMENTS
CANNOT BE SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN
PAVED; THE RIGHTS -OF -WAY AND UTILITY EASEMENTS HAVE BEEN
SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE
TO PREVENT EROSION ISSUES ON SITE.
BACKFLOW PREVENTION NOTES:
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER -USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
METER AND ITS CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT REQUIRED
BACKFLOW PREVENTER.
2. EACH REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO BE TESTED
BY AN APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM
INTO SERVICE.
3. 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL
BE INSTALLED ABOVE -GROUND WITHIN AN INSULATED ENCLOSURE(HEATED TO
40T MIN.). ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER.
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A
MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL
ADHERE TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
STANDARD UTILITY NOTES (CONTINUED):
SANITARY SEWER
A, THE PRAFESSIQNAL ENGINEER (PE) SHALL ('BTAIN AND SUPPLY A COPY
OF THE SEWER PERMIT FOR THE CONSTRUCTION AND OPERATION OF THE
WASTEWATER COLLECTION SYSTEM TO THE UTILITY CONTRACTOR BEFORE
THE CONSTRUCTION OF THE SANITARY SEWS
R LINE SEWER LIFT STATION
AND ASSOCIATED FORCE MAIN SHALL BEGIN. THE UTILITY CONTRACTOR
MUST POST A COPY OF THE SEWER PERMIlISSUED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR-DWQ) ON SITE PRIOR TO
THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON
SITE DURING THE CONSTRUCTION OF THE SEWER SYSTEM IMPROVEMENTS.
B. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES (HCDPU) AND THE PROFESSIONAL
ENGINEER (PE) AT LEAST TWO DAYS PRIOR TO CONSTRUCTION
COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRECONSTRUCTION
CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY
CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE
CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTOR MUST
COORDINATE WITH HCDPU FOR REGULAR INSPECTION VISITATIONS AND
ACCEPTANCE OF TH W ST E A EWATER SYSTEM(S). CONSTRUCTION WORK
SHALL BE PER
FORMED ONLY DURING THE NORMAL WORKING HOURS OF
HCDPU WHICH IS 8:00 AM -5:00 PM MONDAY THROUGH FRIDAY.
HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HCDPU.
C. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU WITH A
SET OF NCDENR APPROVED PLANS MARKED 'RELEASED FOR
CONSTRUCTION"AT LEAST TWO DAYS PRIOR TO CONSTRUCTION
COMMENCING. HCDPU WILL STAMP THE APPROVED PLANS AS
`RELEASED FOR CONSTRUCTION"AND PROVIDE COPIES TO THE UTILITY
CONTRACTOR. THE REGISTERS A SURVEYOR AK D LAND SURVE R (RLS) SHALL STAKE
OUT ALL LOT CORNERS AND ESTABLISH GRADE STAKES FOR THE PROPOSED
FINISH GRADE FOR EACH STREET AND SEWER LINE BEFORE THE UTILITY
CONTRACTOR BEGINS CONSTRUCTION OR INSTALLATION OF THE MANHOLES,
SANITARY SEWER GRAVITY UNE(S), SEWER LIFT STATIONS AND/OR
SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET
WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO
INTERFERE WITH THE STREET GRADING OR UTILITY CONSTRUCTION.
D. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY
CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP
DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF
ANY GRAVITY SEWER UNE(S), MANHOLE(S), SEWER LIFT STATION(S) AND
ASSOCIATED FORCE MAIN(S) IN HARNETT COUNTY. THE MATERIALS TO
BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS
pF HCDPU AND BE APPROVED BY THE HCDPU UTILITY
CONSTRUCTION INSPECTOR. ALL SUBSTANDARD MATERIALS OR
MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE
PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
WCDPU UTILITY CONSTRUCTION INSPECTOR.
E. THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90'
(PERPENDICULAR) TO THE SANITARY SEWER GRAVITY LINES WITH
SCHEDULE 40 PVC PIPE. HCDPU REQUIRES THE UTILITY CONTRACTOR
TO PROVIDE THE PROFESSIONAL ENGINEER (PE) WITH ACCURATE
MEASUREMENTS FOR LOCATING SANITARY SEWER SERVICE LATERAL AND
ASSOCIATED EACH SANITARY SEWER CLEAN -OUT. THESE MEASUREMENTS
SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE UP
ALONG THE SANITARY SEWER MAIN TO THE IN -LINE WYE FITTING (OR
TAPPING SADDLE) AND THEN ANOTHER MEASUREMENT FROM THE INLINE
WYE FITTING (OR TAPPING SADDLE) TO THE 4"X 4-LONG SWEEP
COMBINATION WYE FITTING AT THE BOTTOM OF THE SEWER CLEAN --OUT
STACK. THESE FIELD MEASUREMENTS MUST BE PROVIDED TO THE
PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE
UTILITY CONTRACTOR FOR PROPER DOCUMENTATION IN THE AS --BUILT
RECORD DRAWINGS SUBMITTED TO HCDPU.
F. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY
INSTALLED SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER FORCE
MAIN(S), SANITARY SEWER SERVICE LATERAL(S) AND ALL ASSOCIATED
SEWER CLEAN-OUT(S) IN THE PROPOSED SANITARY SEWER SYSTEM FOR
OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW
SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEEN
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES -DIVISION OF WATER QUALITY (NCDENRDWQ)
AND ACCEPTED BY HCDPU. ALL NEW SANITARY SEWER LINES
MUST HAVE AT LEAST THREE (3 FT. ) FEET OF COVER AND EXTEND UNDER
ALL EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST 24"
OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER
MAIN AND STORM WATER LINES.
G. THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER
SERVICE LATERAL(S) AND ASSOCIATED CLEAN -OUTS) SHALL BE
CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARD
SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES. THE SANITARY SEWER GRAVITY LINE(S) MUST
PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT 5 PSI AND
THE SANITARY SEWER FORCE MAIN(S) MUST HYDROSTATICALLY PRESSURE
TESTED WITH WATER OR AIR AT 200 PSI AND WITNESSED BY THE
HCDPU UTILITY CONSTRUCTION INSPECTOR.
H. PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED
TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL SEWER
CLEAN -OUTS MUST BE INSTALLED SO THE 4"X 4"LONG SWEEP
COMBINATION WYE IS AT LEAST THREE (3) FEET BUT NO MORE THAN
FOUR 4' FE
ET BELOW THE FINISH GRADE UNLESS OTHERWISE APPROVED
IN WRITING BY HCDPU. THE SEWER CLEANOUTS SHALL HAVE A FOUR
(4"} SCHEDULE 40 PVC PIPE STUBBED UP FROM BOTH ENDS OF THE 4"
X 4"LONG SWEEP COMBINATION WYE TO BE AT LEAST TWO (2) FEET
ABOVE THE FINISH GRADE AND COVER EACH END WITH A FOUR (4") INCH
TEMPORARY CAP TO KEEP OUT DIRT, SAND, ROCKS, WATER AND
CONSTRUCTION DEBRIS, THE VERTICAL STACK ON EACH CLEAN -OUT MUST
BE PROVIDED WITH A CONCRETE DONUT FOR PROTECTION.
I. ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED,
PNEUMATICALLY PRESSURE TESTED AND IN PLACE FOR AT LEAST 30 DAYS,
THE UTILITY CONTRACTOR MUST CONTACT THE HCDPU UTILITY
CONSTRUCTION INSPECTOR TO WITNESS THE MANDREL TEST ON EACH
PVC SANITARY SEWER GRAVITY LINE. THE UTILITY CONTRACTOR WILL
NOTIFY HCDPU TO SCHEDULE THE MANDREL TESTING. THE MANDREL
AND PROVING RING MUST BE SUPPLIED BY THE UTILITY CONTRACTOR.
CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS (AT THE UTILITY
CONTRACTOR'S EXPENSE) MAY BE REQUIRED BY THE HCDPU UTILITY
CONSTRUCTION INSPECTOR IF THE MANDREL TESTING CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER LINES
SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER
DIAMETER BEFORE ANY MANDREL TESTING CAN BE PERFORMED. THE
UTILITY CONTRACTOR IS RESPONSIBLE TO REMOVE ALL DIRT, SAND, SILT,
GRAVEL, MUD AND DEBRIS FROM THE NEWLY CONSTRUCTED SEWER LINES
EXERCISING CARE TO KEEP THE HARNETT COUNTY'S EXISTING SANITARY
SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAIN(S) SHALL BE
PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES.
J. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY
INSTALLED SANITARY SEWER SYSTEM(S) FOR OTHER UTILITY COMPANIES
AND THEIR CONTRACTORS UNTIL THE NEW SANITARY SEWER SYSTEM(S)
HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES -DIVISION OF WATER
QUALITY (NCDENR-DWQ)AND ACCEPTED BY HCDPU.
K. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER
WIRE IN THE TRENCH WITH ALL SANITARY SEWER FORCE MAINS. THE
TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER CONDUCTOR
AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE
UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE
TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE
PIPE BEFORE BACKFILLING. THE TRACER WIRE IS NOT REQUIRED FOR THE
GRAVITY SEWER LINE(S) BETWEEN MANHOLES.
L. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER
(PE) AND HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF
RED LINE DRAWINGS IDENTIFYING THE COMPLETE SEWER SYSTEM
INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD
IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE
SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE MANHOLE(S),
SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER SERVICE LATERALS,
CLEAN -OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S).
THE RED LINE bRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS
FROM THE NCDENR APPROVED PLANS. ALL CHANGE ORDERS MUST BE
APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD
DRAWINGS.
M. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED
UTILITY EASEMENTS OR NCDOT RIGHT--OF-WAYS THE UTILITY
CONTRACTOR IS REQUIRED TO NOTIFY ALL CONCERNED UTILITY COMPANIES
IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST
CALL THE NC ONE CALL CENTER AT 811 OR [phone] TO VERIFY
THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF
CONSTRUCT1pN. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN
FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE
NOT BEEN PHYSICALLY LOCATED BY THE P.E. (I.E. TELEPHONE,
CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER
OPTIC, NATURAL GAS, ETC.).
STANDARD UTILITY NOTES (CONTINUED):
SANITARY SEWER
N. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING
UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF
PROPOSED SANITARY SEWER LINE EXTENSIONS WELL IN ADVANCE TO
VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR
SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE
PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE
SANITARY SEWER LINE DESIGN IN ORDER TO AVOID CONFLICTS NTH
EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL
COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR
TEMPORARY RELOCATION OF EXISTING UTILITIES AND/OR SECURING
EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES
INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S
REQUIREMENTS DURING SANITARY SEWER LINE INSTALLATION, GRADING
AND STREET CONSTRUCTION.
0, WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY
CONTRACTOR MUST HAVE A PERMIT FROM THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -DIVISION
OF WATER QUALITY (NCDENR-DWQ) PRIOR TO BEGIN THE TAP
WORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC
PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE
STAINLESS STEEL TAPPING SLEEVE AND GATE VALVE PRIOR TO MAKING THE
TAP ON AN EXISTING SANITARY SEWER FORCE MAIN. THIS PNEUMATIC
PRESSURE TEST MUST BE WITNESSED BY THE HCDPU UTILITY
CONSTRUC
TION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE
ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED
EQUAL FOR ALL TAPS MADE ON SANITARY SEWER FORCE MAINS IN
HARNETT COUNTY. THE UTILITY CONTRACTOR SHALL USE ROMAC
BRAND STYLE `CB"SEWER SADDLES WITH STAINLESS STEEL BANDS OR
APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER
GRAVITY LINES IN HARNETT COUNTY.
P. THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH
SANITARY SEWER SERVICE LATERAL THAT WILL BE CONNECTED TO A
RESTAURANT, FOOD PROCESSING FACILITY AND ANY OTHER COMMERCIAL
OR INDUSTRIAL FACILITY AS REQUIRED BY THE HARNETT COUNTY FAT,
OIL & GREASE ORDINANCE. THE GREASE TRAP MUST BE RATED FOR A
MINIMUM CAPA AT LEAST 1,000 GALLONS UNLESS OTHERWISE
APPROVED IN WRITING BY THE HCDPU PRE-TREATMENT
COORDINATOR. GARBAGE DISPOSALS SHOULD NOT BE INSTALLED IN
HOMES AND BUSINESSES THAT DISCHARGE WASTEWATER TO THE HARNETT
COUNTY SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY
HCDPU.
Q. EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE
POWER (AT LEAST 480 VOLTS) AND CONSTRUCTED TO MEET THE
MINIMUM REQUIREMENTS OF THE LATEST VERSION OF THE NATIONAL
ELECTRICAL CODE (NEC) AND HARNETT COUNTY STANDARD
SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT AVAILABLE
FROM TH£ POWER COMPANY OTHER ARRANGEMENTS MUST BE
APPROVED BY HCDPU ENGINEERING PRIOR TO THE START OF
CONSTRUCTION.
R. WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN
EXISTING MANHOLE IN THE HARNETT COUNTY SEWER COLLECTIONS
SYSTEM, THE UTILITY CONTRACTOR MUST PROVIDE A PROTECTIVE
COATING (COAL TAR EPDXY ) FOR THE INTERIOR SURFACES OF THE
MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND
DETERIORATION FROM THE RELEASE OF SEWER GASES SUCH AS METHANE
AND HYDROGEN SULFIDE.
S. THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST
MEET OR EXCEED THE MINIMUM REQUIREMENTS FOR
HARNETT COUNTY SEWER LIFT STATIONS 2009 EDITION.
EACH SANITARY SEWER LIFT STATION MUST BE CONSTRUCTED WITH AN
ALL-WEATHER ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT
STATION SITE MUST BE COVERED WITH WEED BLOCKING MATERIAL AND
AT LEAST SIX (6") INCHES OF # 57 STONE (CRUSH AND RUN).
T. ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY
CONTRACTOR IS RESPONS1131_� TO SCHEDULE A DRAW DOWN TEST WITH
HCDPU ENGINEERING AND COLLECTIONS STAFF, THE PROFESSIONAL
ENGINEER (PE), THE ELECTRICIAN, THE ORIGINAL EQUIPMENT
MANUFACTURER'S (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS
AND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED
WITH POWER SUPPLIED FROM THE ELECTRICAL UTILITY COMPANY AND
WITH POWER SUPPLIED BY THE EMERGENCY GENERATOR WITH
SATISFACTORY RESULTS BEFORE FINAL INSPECTIONS ARE CONDUCTED BY
THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
U. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A
SEWER LIFT STATION, THE PROFESSIONAL ENGINEER (PE) MUST SUBMIT
THE SEWER PERMIT CERTIFICATION AND AS --BUILT RECORD DRAWINGS
TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES -DIVISION OF WATER QUALITY (NCDENRDWQ)
AND HCDPU FOR FINAL AF','-;OVAL. THE UTILITY CONTRACTOR
MUST SUPPLY HCDPU ENGINEERING STAFF WITH THREE ORIGINAL
OPERATION & MAINTENANCE (0&M) MANUALS ALONG WITH THE
ASSOCIATED PUMP CURVES AND ELECTRICAL SCHEMATICS FOR THE
ASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL WARRANTY
INFORMATION AND DOCUMENTATION,
V. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A
SEWER LIFT STATION, THE DEVELOPER MUST PAY HCDPU THE
ESTABLISHED SYSTEM CONTROL AND DATA ACQUISITION (SCADA)
FEES BEFORE THE SCADA SYSTEM WILL BE INSTALLED AT THE NEW
SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND
OPERATIONAL BEFORE THE UTILITIES MAY BE ACCEPTED BY HCDPU
AND PLACED INTO OPERATION.
W. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL
NECESSARY EQUIPMENT AND DEVICES FOR THE TESTING AND INSPECTION
OF THE SANITARY SEWER SYSTEM. THE EQUIPMENT AND DEVICES MAY
INCLUDE BUT NOT LIMITED TO MIRRORS, MANDRELS, SEWER BALLS,
PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSED AIR LINES. IF
THE HCDPU UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED
CIRCUIT VIDEO CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER
SYSTEM IS NECESSARY, THEN ALL COSTS FOR THE CLOSED CIRCUIT CAMERA
INSPECTION WILL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR.
ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST BE RECORDED
ON VHS TAPES THAT WILL RELEASED TO HCDPU FOR RECORD KEEPING,
REVIEW AND APPROVAL OF THE SEWER SYSTEM.
X. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S
EXISTING SANITARY SEWER LINES MUST BE COORDINATED WITH THE
HCDPU COLLECTIONS SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE
F Q INSTALLING THE PLUGS. E TH SEWER PLUGS MUST
S BE REMOVED AS
SOON AS POSSIBLE ONCE THE NEW SANITARY SEWER LINES HAVE BEEN
INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES -DIVISION OF WATER QUALITY (NCDENR-DWQ) AND
ACCEPTED BY HCDPU TO ALLOW THE SEWER TO FLOW AS DESIGNED IN
HARNETT COUNTY'S EXISTING SANITARY SEWER LINES OR WHEN SO
ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT
INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER
COLLECTION SYSTEM(S). THE UTILITY CONTRACTOR MUST PROVIDE THE
PUMPS H05E5 AND NECESSARY CONNECTORS FOR A TEMPORARY PUMP
AROUND SETUP IF REQUIRED BY THE HCDPU COLLECTIONS
SUPERVISOR. MR. CURTIS SPEARS, HCDPU COLLECTION
SUPERVISOR MAY BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM
MONDAY THROUGH FRIDAY AT [phone] EXTENSION 3243.
Y. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL
REPAIRS DUE TO LEAKAGE OR DAMAGE RESULTING FROM POOR
WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE
SEWER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY
HCDPU. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY
AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE
THE NEW SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES FOR
OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE SANITARY SEWER
LINES HAVE BEEN APPROVED BY NCDENR ANp ACCEPTED BY
HCDPU. HCDPU WILL PROVIDE MAINTENANCE AND WARRANTY
REPAIRS IF NECESSARY DUIF TO LACK OF RESPONSE WITHIN 48 HOURS OF
NOTIFICATION OF WARRANTY WORK. HCDPU WILL INVOICE THE
DEVELOPER AND/OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR IN
SUCH CASES.
Z. IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO
BE ESTABLISHED FQR FUTURE HCDPU RIGHT-OF-WAY, THE REGISTERED
LAND SURVEYOR (RLS) MUST PROVIDE THE HCDPU RIGHT-OF-WAY
AGENT WITH AN OFFICIAL COPY OF THE RECORDED PLAT AND LEGAL
DESCRIPTION OF THE SAID EASEMENT AS RECORDED WITH THE HARNETT
COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE
PROVIDED TO THE HCDPU RIGHT-OF-WAY AGENT BEFORE THE UTILITY
IMPROVEMENTS WITHIN THE SAID EASEMENT CAN BE PLACED INTO
OPERATION. ANY AND ALL EASEMENTS THAT MUST BE OBTAINED FROM
ADJOINING PROPERTY OWNERS MUST BE PROVIDED TO HCDPU BY THE
DEVELOPER AT NO COST TO HARNETT COUNTY. THE FINAL INSPECTION
OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED
WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS-OFWAY
AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH
AN ADEQUATE STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON
SITE.
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CONSULTANT:
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET,
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
SEAL:
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CONSTRUCTION DRAWINGS
STORE NUMBER-10157
HWY 24/87 & H M CAGLE DR.
HARNETT COUNTY, NC 28326
OWNER DEVELOPER:
REDDLANDS, INC.
116--103 WILSON PIKE CIRCLE
BRENTWOOD, TN 37027
PH [phone]
FAX [phone]
REVISIONS:
LAYOUT COORD:
COB
PLANNING MGR.
C.OB
DRAWING BY:
WJB
DATE:
03/05/2012
JOB NUMBER:
012426052
TI TLE:
GENERAL
.
NOTES
SHEET NUMBER:
c . 1
.00ILF111101�"l1