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GENERAL NOTES:1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHERAPPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.2.EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART ENGINEERING, INC., UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BERESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATINGSERVICES. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OFCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.4.ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROMFIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.5.EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THESATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE METUNDER THIS CONTRACT.7.7+(&2175$&7256+$//0$,17$,1³$6%8,/7´'5$:,1*6725(&25'7+($&78$//2&$7,212)$//3,3,1*35,2572&21&($/0(17'5$:,1*66+$//%(3529,'('727+(OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.8.IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OFSHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTENPERMISSION OF THE OWNER'S REPRESENTATIVE.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTORSHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALLDEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.11.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
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PIPE TABLESTART STRUCTUREAD-01AD-02AD-03AD-04CB-01CB-10CB-02CB-09CB-03CB-04CB-05CB-06CB-07AD-05CB-11CB-12CB-16CB-18CB-13ST-01 END STRUCTUREAD-02AD-03AD-04AD-05CB-02CB-03CB-03CB-04CB-04CB-05CB-06CB-07CB-08CB-11CB-12CB-13CB-13CB-14CB-14CB-15 START INVERT178.85178.30177.55176.61180.93179.11179.99176.93178.78176.60175.93175.02173.38174.61172.71171.71172.17172.75170.60176.80 END INVERT178.40177.65176.71174.71180.09178.88178.88176.70176.70176.03175.12173.48171.97172.81171.81170.70170.70172.49169.79173.78 SIZE15"15"15"15"18"18"24"18"24"24"24"24"30"15"24"36"42"15"42"36"LENGTH45.28'64.96'83.65'189.83'67.07'22.97'111.44'22.64'207.66'57.38'77.24'80.03'109.07'180.38'89.97'101.21'147.21'26.42'80.96'133.97'SLOPE1.00%1.00%1.00%1.00%1.25%1.00%1.00%1.00%1.00%1.00%1.05%1.92%1.29%1.00%1.00%1.00%1.00%1.00%1.00%2.25%MATER
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RCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCP
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WATER NOTES:1.AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF
P
V
C
WATERLINE IS INDICATED ON THE PLANS, (12" AND SMALLER) SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.2.ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.3.TESTING NOTES:PRESSURE:LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE 150 PSI FOR DOMESTIC AND 200 PSI FOR FIREPROTECTION.BACTERIOLOGICAL:TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDURE AND TE
S
T
I
N
G
SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.4.THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WA
T
E
R
FLUSHED FROM MAINS PRIOR TO DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR PROPER DISPOSAL.5.PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.SEWER NOTES:1.SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.2.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.3.MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE
T
H
E
I
R
RIMS RAISED SIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS.4.MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:4" SEWER SERVICE - 2.00% SLOPE6" SEWER SERVICE - 1.00% SLOPE8" SEWER SERVICE - 0.50% SLOPE5.UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75
F
E
E
T
.6.SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:4" SEWER SERVICE - SCH 806" SEWER SERVICE - SCH 808" SEWER SERVICE - SDR-357.SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTHIMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHA
L
L
B
E
PROTECTED FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEB
R
I
S
AND PLUG PRIOR TO OCCUPANCY.8.ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.UTILITY NOTES:1.REFER TO C300 FOR GENERAL NOTES.2.UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE-CAST CONCRETE STRUCTURES.3.THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDINGPLANS. THE UTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.4.THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.5.THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK.6.THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL APPLICABLE NCDOT PERMITS. ADDITIONALLY,
T
H
E
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.7.THE CONTRACTOR SHALL NOT RE-USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVED OR RELOCATED SHALL BE REPLACED WITH
A
NEW FIRE HYDRANT MEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.8.ALL EXISTING SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FRO
M
FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARDASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB-SURFACE CONDITIONS REFERENCED IN THESE PLANS PR
I
O
R
TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.9.ELEVATIONS AND UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING UTILITY CROSSINGS, SUCH ELEVATIONSSHALL BE DETERMINED BY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED T
O
THE ENGINEER.10.UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES CURB AND GUTTER OR CONCRETE WALKS / PADS. UTILIT
I
E
S
WHICH CANNOT BE INSTALLED PRIOR TO WHERE THEY CROSS SUCH IMPROVEMENTS SHALL BE PROVIDED WITH CONDUITS WHERE THEY CROSS SUCH IMPROVEMENTS FOR INSTALLATIONAFTER SUCH IMPROVEMENTS ARE IN PLACE.11.TRACING WIRE NEEDS TO BE INSTALLED ON EACH UNDERGROUND UTILITY AND VAVLE BOX ACCORDING TO HCDPU STANDARDS.12.THE CONTRACTOR TO SCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH HCDPU AT LEAST 2 DAYS PRIOR TO THE START OF CONSTRUCTION ON ANY WATER LINES.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS FOR THE WATER AND SEWER FROM HARNETT COUNTY AND NCDENR.PROPOSED UTILITY SEPARATION1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTALSEPARATION IN WHICH CASE;1.A.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR1.B.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION O
F
T
H
E
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.2.CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT T
H
E
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH C
A
S
E
BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEE
T
O
N
EACH SIDE OF THE POINT OF CROSSING.3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUC
T
E
D
OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MA
I
N
PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.SEPARATION OF SANITARY SEWERS AND STORM SEWERS1.A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OFFERROUS MATERIALS.1.THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEWSUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES (HCDPU)PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:a.08(//(5683(5&(1785,21$02'(/:,7+$ó´0$,19$/9(23(1,1*THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);b.$0(5,&$1'$5/,1*0$5.%%02'(/:,7+$ó´0$,19$/9(23(1,1*7+5((WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);c.:$7(52863$&(5%02'(/:,7+$ó´0$,19$/9(23(1,1*7+5((:$<(TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FORSTANDARDIZATION.2.FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THEVICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THERESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BEMONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETTCOUNTY FIRE MARSHAL.3.THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR³$87+25,=$7,2172&216758&7´3(50,7727+(87,/,7<&2175$&725%()25(7+(CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST$&23<2)7+(1&'(15³$87+25,=$7,2172&216758&7´3(50,7,668('%<7+(1257+CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OFENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH,PWSS) ON SITEPRIOR TO THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITETHROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED WATER LINESTHAT WILL SERVE THIS PROJECT.4.THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLICUTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR TOCONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH HCDPU UTILITY CONSTRUCTION INSPECTOR ATLEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE UTILITY CONTRACTORMUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION VISITATIONS5.AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL BEPERFORMED 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 BYHCDPU.6.THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY CONTRACTOR:,7+$6(72)1&'(15$33529('3/$160$5.('³5(/($6(')25&216758&7,21´$7LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LANDSURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THEPROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR BEGINSCONSTRUCTION OF THE WATER LINE(S).7.THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTORWITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR TOTHE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATERSERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEETTHE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE HCDPU UTILITYCONSTRUCTION INSPECTOR. ALL SUBSTANDARD MATERIALS OR MATERIALS NOTAPPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE MUST BEREMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTIONINSPECTOR.8.THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALLASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITHTHE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLICUTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THENEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METERSETTERS, METER BOXES, METER VAULTS FOR OTHER UTILITY COMPANIES AND THEIRCONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTHCAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OFENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)ANDACCEPTED BY HCDPU.9.THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND HCDPUUTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THECOMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGSSHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATERLINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW OFFASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINE(S)CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD CLEARLY IDENTIFYANY 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.10.POTABLE WATER MAINS CROSSING NON-POTABLE WATER LINES (SANITARY SEWER, STORMSEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF7:(17<)285 ´ ,1&+(6%(7:((17+(,19(572)7+(:$7(50$,1$1'7+(7232)THE NON-POTABLE WATER LINE. IF THIS CLEARANCE CANNOT BE MAINTAINED THEN BOTHTHE POTABLE WATER MAIN AND THE NON-POTABLE WATER LINE MUST BE CAST IRON ORDUCTILE IRON PIPE (DIP). THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICALJOINTS ON BOTH LINES ARE AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLEWATER MAIN CROSSES THE NON-POTABLE WATER LINE.11.POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES (SANITARYSEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTALDISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND THE NON-POTABLEWATER LINE. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTALSEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE IRON PIPE SHALLEXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE REQUIRED HORIZONTALSEPARATION OF TEN (10') CAN BE RE-ESTABLISHED.12.METER SETTERS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HCDPU STANDARDSPECIFICATIONS AND DETAILS. THE CONCRETE METER VAULTS SHALL BE EQUIPPED WITHLADDERS AND POSITIVE HEAD FOR ADEQUATE DRAINAGE. EACH METER VAULT SHALL BEEQUIPPED WITH AN ALUMINUM HATCH (BILCO OR APPROVED EQUAL) HAVING LOCKINGDOORS. THE METER SHALL HAVE TOUCH READ PADS INSTALLED IN THE HATCH DOORS SOTHE METER READER CAN OBTAIN THE METER READINGS WITHOUT HAVING TO ENTER THEVAULT. THE CONCRETE METER VAULT SHALL BE INSTALLED SO THAT TOP OF THECONCRETE METER VAULT IS AT LEAST 3-4 INCHES ABOVE THE GROUND LEVEL AT FINISHGRADE TO PREVENT INFLOW AND INFILTRATION.13.MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METERASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN ´ ,1&+(62)&/($5$1&(%(7:((17+(%277202)7+(&21&5(7(9$8/7$1'7+(BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IFTHE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS
.
DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVEVAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THEMETER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.14.THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINESTHAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW FO
R
5(029$/$1'5(3/$&(0(17,17+()8785(7:2 ,1'(3(1'(17ô´:$7(56(59,&
(
/,1(60$<%(,167$//(',16,'(21( 7:2 ´ ,1&+6&+('8/(39&&21'8,7257:2 ,1'(3(1'(17´:$7(56(59,&(/,1(60$<%(,167$//(',16,'(21( 7+5
(
(
´ ,1&+6&+('8/(39&&21'8,7%87($&+:$7(56(59,&(6+$//%(7$33('DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED BY HCDPU.15.THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS A
N
D
ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND HYDROSTATICALLYPRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BEWITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE UTILITYCONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN LINESAND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.16.THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USINGCOMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S)PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURETEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THEUTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S
)
O
R
APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINEEXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TOTHE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OFISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATERLINE EXTENSIONS UNDER CONSTRUCTION.17.ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILEIRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE PROTECTEDDURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MU
S
T
BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.18.ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH TH
E
STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIE
S
.
ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THEHCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU LABORATORY.19.$//),77,1*6/$5*(57+$17:2 ´ ,1&+(6',$0(7(56+$//%('8&7,/(,521+&'3
8
5(48,5(67+$70(&+$1,&$/-2,176%($66(0%/(':,7+*5,35,1*6$6³0(*$/8*´FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES SMALLER THAN7:(/9(,1&+(6 ´ ',$0(7(539&3,3(86(')25:$7(50$,166+$//%(&211(&7
(
'
BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOTALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY.20.HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENC
H
WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPERCONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES ORMANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON TRAC
E
R
WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCTTAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.21.THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDP
U
UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO IDENT
I
F
Y
THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. AL
L
CHANGE ORDERS MUST BE PRE-APPROVED BY HCDPU AND THE PROFESSIONAL ENGINE
E
R
(PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.22.THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHI
C
H
MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL INADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTORSHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE PROFESSIONALENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVO
I
D
CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALLCOORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARYRELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNSAND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE UTILITY OWNERREQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREETCONSTRUCTION.23.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENT
S
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNEDNCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNEDUTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUSTCALL THE NC ONE CALL CENTER AT 811 OR (800) 632-4949 TO VERIFY THE LOCATION OFEXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.24.EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS FURNISHED BYVARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED
B
Y
THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANYAND ALL DAMAGES TO THE SATISFACTION OF THE RELATED UTILITY COMPANY.25.7+(87,/,7<&2175$&7256+$//,167$//$´;´&21&5(7(9$/9(0$5.(5$77+((
'
*
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OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN
T
H
E
NEW WATER SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. T
H
E
CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETEMARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BESTAMPED ON THE BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKE
R
.
IN LIEU OF INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAYPROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVEGROUND STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWIN
G
S
TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDETHESE MEASUREMENTS IN THE AS-BUILT RECORD DRAWINGS SUBMITTED TO HCDPU.26.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TOLEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTYPERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETTCOUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUES
T
E
D
AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE TO LACK O
F
RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE UTILITYCONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGESRESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATEDAPPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE WATER LI
N
E
S
HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU.STANDARD HCDPU NOTES
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SEWER NOTES:1.SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.2.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.3.MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHAL
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RIMS RAISED SIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS.4.MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:4" SEWER SERVICE - 2.00% SLOPE6" SEWER SERVICE - 1.00% SLOPE8" SEWER SERVICE - 0.50% SLOPE5.UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL
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.6.SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:4" SEWER SERVICE - SCH 806" SEWER SERVICE - SCH 808" SEWER SERVICE - SDR-357.SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZE
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AND PLUG PRIOR TO OCCUPANCY.8.ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.
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