SWA000060_(4)Cameron Woods 04 Red Pine Ct_10/21/2019

PUBLIC UTILITIES
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EXISTING GRADE
PROPOSED GRADE
0.56%
• 009'
30"
RCP class IV
2" BL0WOFF
ASSEMBLY
2 " P VC
WATER
SDR-27
7VALVE
MINIMUM
24 " FROM
TOP
MINIMUM 24 " FROM TOP
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PIPE
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STATION
Crossing Separation Notes
1. Water line Crossing over or under storm sewer is minimum 24"
2. Water line Crossing over sanitary sewer/force main is minimum 24"
3. Water Line Crossing under sanitary sewer/force main Water line and
sewer line shall be ferrous materials
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1 INCH = 40 FEET
THE FOLLOWING ARE STANDARD ITEMS THAT WILL BE REQUIRED OF ALL ENGINEERS/DEVELOPERS DURING CONSTRUCTION:
1) THE CONTRACTOR WILL NOTIFY MR. ALAN MOSS, UTILITY CONSTRUCTION INSPECTOR WITH HARNETT REGIONAL WATER (HRW) AT LEAST TWO(2) DAYS PRIOR TO
CONSTRUCTION COMMENCING. PRIOR TO CONSTRUCTION, THE REGISTERED PROFESSIONAL ENGINEER (PE) AND UTILITY CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION
MEETING WITH HRW. THE OWNER/DEVELOPER MAY ATTEND THIS MEETING IF DESIRED.
2) ONCE THE PROJECT IS APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES (NCDENR) THEN HRW WILL MARK THE UTILITY
PLANS 'RELEASED FOR CONSTRUCTION." THE UTILITY CONTRACTOR MUST WORK OFF THE UTILITY PLANS RELEASED BY HRW. IF THE UTILITY CONTRACTOR IS WORKING
FROM OTHER PLANS THEN THE CONSTRUCTION MUST STOP UNTIL THE UTILITY PLANS MARKED 'RELEASED FOR CONSTRUCTION" ARE ISSUED BY HRW.
3) THE DEVELOPERS ENGINEER OF RECORD WILL REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH HRW SPECIFICATIONS PRIOR TO SUBMITTAL TO HRW
STANDARDS.
4 ALL WATER MAINS, VALVES, FITTINGS AND APPURTENANCES SHALL BE HYDROSTATICALLY TESTED AS PER HRW SPECIFICATIONS.
5 ALL WATER SAMPLES FOR BACTERIA TESTING WILL BE COLLECTED BY THE CONTRACTOR AND WITNESSED BY REPRESENTATIVE OF HRW.
6) THE CONTRACTOR WILL COORDINATE WITH MR. ALAN MOSS, UTILITY CONSTRUCTION INSPECTOR HRW FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE
OF THE SYSTEM
7) THE DEVELOPER SHALL AT HIS EXPENSE, RETAIN THE SERVICES OF THE ENGINEER OF RECORD FOR THE PURPOSES OF PROVIDING NECESSARY INSPECTIONS AND
SUPERVISION OF THE CONSTRUCTION WORK, RECORD DRAWINGS AND ENGINEER CERTIFICATIONS. THE ENGINEER IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS,
AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND THE APPROVED PLANS AND SPECIFICATIONS. THE ENGINEER SHALL SUPPLY
HRW WITH FIELD REPORTS WHEN EACH INSPECTION IS MADE.
8) UPON COMPLETION AND ACCEPTANCE OF THE SYSTEM, THE ENGINEER WILL FILE A LETTER OF CERTIFICATION THAT THE PROJECT HAS BEEN BUILT IN ACCORDANCE
WITH PLANS AND SPECIFICATIONS AS APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES/DIVISION OF ENVIRONMENTAL
HEALTH --PUBLIC WATER SUPPLY SECTION WITH A COPY TO HRW
9) THE ENGINEER MUST FILE WITH HRW, FOUR (4) 24X36" BLUE PRINTS (BOND PRINTS) OF THE 'AS -BUILT" OR RECORD DRAWINGS" FOR ALL CONSTRUCTION IN
PLACE. THESE DRAWINGS MUST BE SEALED BY THE REGISTERED PROFESSIONAL ENGINEER WITH HIS SIGNATURE AND MARKED 'RECORD DRAWINGS." ANY AND ALL FIELD
CHANGE ORDERS THAT WERE MADE DURING CONSTRUCTION SHALL BE PROPERLY DOCUMENTED IN THE 'AS -BUILT RECORD" DRAWINGS. THE 'RECORD DRAWINGS" SHALL
INCLUDE ALL LOT NUMBERS, WATER VALVES, VALVE MARKERS, WATER METER SETTERS, FIRE HYDRANTS, BLOW OFF ASSEMBLIES. MANHOLES SEWER CLEAN OUTS, AIR
RELEASE VALVES. AND SEWER LIFT STATIONS AS INSTALLED BY THE CONTRACTOR.
10) A DIGITAL COPY OF THE 'RECORD DRAWINGS" MUST BE SUBMITTED TO HRW. PREFERABLY, THE DIGITAL COPY OF THE 'RECORD DRAWINGS" SHOULD BE
PRODUCED IN AUTOCAD (DWG) OR(DXF) FORMAT
11) THE 'RECORD DRAWINGS" THAT INCLUDE GRAVITY SEWER LINE EXTENSIONS, SEWER LIFT STATION(S) AND /OR SEWER FORCE MAINS WILL CONTAIN THE FOLLOWING
DETAILED INFORMATION.
A. LOT NUMBERS THAT WILL BE SERVED BY THE SEWER SYSTEM WILL BE CLEARLY INDENTIFIED ON EACH PAGE OF THE 'AS -BUILT" OR RECORD DRAWINGS"
B. THE DISTANCE FOR EACH SEWER SERVICE LATERAL SHALL BE MEASURED FROM THE DOWN GRADE MANHOLE ALONG THE SEWER MAIN TO THE CONNECTION WYE
AND ASSOCIATED SEWER CLEANOUT FOR EACH LOT
C. THE DIRECTION FOR EACH SEWER SERVICE LATERAL SHALL BE MARKED AS LEFT OR RIGHT FACING UP GRADE FROM THE NEAREST DOWN GRADE MANHOLE
D. DIRECTIONAL ARROWS SHALL BE PLACED ON EACH SEWER LINE (GRAVITY AND FORCE MAIN) ON THE OVERALL LAYOUT SHEET FOR EACH PHASE OR SECTION OF
THE SEWER SYSTEM.
12) THE ENGINEER WILL SUBMIT IN WRITING THAT ITEMS 1 THROUGH 11 ARE COMPLET AND THAT WARRANTY WILL BEGIN ON THE DATE WHEN THE SYSTEM HAS BEEN
ACCEPTED BY NCDENR AND TERMINATE 12 MONTHS THEREAFTER.
13) THE CONTRACTOR WILL NOTIFY HRW WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE THIS WITH MR. ALAN MOSS, UTILITY CONSTRUCTION
INSPECTOR HRW.
14) 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 AND THE SETTERS ARE TO BE A MINIMUM OF 8" BELOW THE BOX LID.
15) THE ENGINEER WILL PROVIDE A STATEMENT INDICATING THE TOTAL COST OF THE WATER AND/OR SEWER SYSTEM(S).
16 WATER SERVICE WILL BEGIN ONLY UPON SUBMISSION OF FINAL CERTIFICATION AND WARRANTY ACCEPTANCE BY THE DISTRICT
17) UPON RECEIPT OF FINAL CERTIFICATIONS, A COPY WILL BE FORWARDED TO MR. ALAN MOSS, UTILITY CONSTRUCTION INSPECTOR HRW FOR A FINAL INSPECTION
18) THE DEVELOPER/CONTRACTOR WILL BE JOINTLY RESPONSIBLE FOR ANY REPAIRS MADE DURING THE WARRANTY PERIOD. HRW WILL PROVIDE MAINTENANCE WHEN
REQUESTED AND BILL THE DEVELOPER/CONTRACTOR.
19) HRW REQUIRES THAT THE CURRENT WATER AND SEWER SYSTEM DEVELOPMENT FEES BE PAID IN ACCORDANCE WITH THE LATEST HARNETT COUNTY WATER AND
SEWER USE ORDINANCE.
20) FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WITH IMPEDES ITS OPERATION SHALL BECOME
THE RESPONSIBILITY OF THE DEVELOPER FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HRW UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
COUNTY FIRE MARSHAL.
21) ALL FIRE HYDRANTS INSTALLATIONS IN HARNETT COUNTY MUST MEET ALL REQUIREMENTS ESTABLISHED BY THE HARNETT COUNTY FIRE MARSHAL'S OFFICE. ALL FIRE
HYDRANTS INSTALLATIONS MUST BE INSPECTED BY HARNETT COUNTY DEPUTY FIRE MARSHAL. THE CONTRACTOR SHALL NOTIFY AT THE FIRE MARSHAL AT [phone]
ONCE THE CONSTRUCTION IS COMPLETE TO REQUEST A SITE INSPECTION OF ALL FIRE HYDRANTS INSTALLATIONS. UPON INSTALLATION OF THE WATER SUPPLY
INFRASTRUCTURE, THE ACTUAL FIRE FLOW SHALL BE DETERMINED ON SITE BY A PROFESSIONAL QUALIFIED TO DO SUCH WORK AND FIRE SERVICE PERSONNEL USING AN
APPROVED METHOD. I -
331.30
DI TCH SECTIONS
SECTION 1 - USE FOR:
RED PINE COURT LEFT- STA 0+00 - STA 3+72
WESTERN PINE WAY LEFT. STA 4+70 - STA 8+00
WESTERN PINE WAY RIGHT.• STA 6+30 - END OF CUL-DE-SAC
SECTION 2 - USE FOR:
RED PINE COURT RIGHT: STA 0+00.00 - STA 3+72
WESTERN PINE WAY LEFT: STA 0+10.75 - STA 4+70
WESTERN PINE WAY RIGHT- STA 0+00.00 - STA 6+30
SECTION 3 - USE FOR.
DITCH AT 30" PIPE INLET- STA 8+62.4
LINE DITCH WITH CLASS A RIPRAP OVER FILTER FABRIC
STA 8+00.0 - STA 8+62.4
DITCH AT 30'" PIPE OUTLET. STA 9+18.4
PROVIDE 15x8' DISSIPATOR PAD WITH 18" THICK CLASS
B RIPRAP PLACED OVER FILTER FABRIC.
SECTION 4 -USE FOR:
WESTERN PINE WAY LEFT. STA 9+18.4 - END OF CUL-DE-SAC
LINE WITH 8' WIDE JUTE MATTING
GRASSED DITCH
LINE WITH 6' WIDE JUTE MATTING
GRASSED DITCF
LINE WITH 6' WIDE JUTE MATTING
LINE WITH 10' WIDE JUTE MATTING
GRASSED DITCH
6' 10' 10' 6'
334.56
335.0
30" CLASS IV RCP @ 0.50%
CROSS SECTION OVER 30" RCP
RED PINE COURT STA 23+48
334.56
331.02 --/
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DATE.
04.01.17
SCALE.
1 "=40'
DESIGNED:
SWB
CHECKED:
SWB
DRAWN:
SWJ
APPROVED:
IDG LLC
SHEET:
4
7
OF
CAD FILE:
CAMERON
PROJECT NO:
2017.01