SW6240606_Plansheet - Misc. Detail_20240830 (4)

METER BOX WITH NOTES: 4Dsite
RECESSED AMR READING 1. ALL MATERIALS TO BE APPROVED BY PWC.
LID SET 1/4"ABOVE GRADE 2. SERVICE LATERAL SIZE 1"IPS
VARIES 18"
POLYETHYLENE UNLESS OTHERWISE
NOTES:
1. ALL WATER MAINS LATERALS AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN 11. CONTRACTOR SHALL ABANDON"KILL OUT"ANY EXISTING WATER SERVICES THAT D.CROSSING STORM DRAINAGE LINES:A MINIMUM OF 12-INCHES OF VERTICAL ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED AFOLLOW-UP 1. ALL MATERIALS SHALL BE APPROVED
( ) FINISHED GRADE ►� 1� SPECIFIED. solutions
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS. WILL NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN,PLUGGING THE CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER COORDINATION MEETING WITH THE PWC PROJECT COORDINATOR AND PROJECT �� 3. WATER SERVICE LOCK VALVE TO BE BY FAYPWC.SEE DRAWING W.4 SHEET
CORPORATION,AND TURNING OFF THE CORPORATION AT THE METER BOX,THE A STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED.IN ADDITION, ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED T 2 OF 2 FOR METER BOX LID DETAIL. p
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO ABANDONED SERVICE IS TO BE CUT OR CRIMPED,AND BURIEDA MINIMUM OF 3 FEET THREE AND A HALF(3.5)FEETOF COVER MUST BE MAINTAINED OVERTHE THE PURPOSE OF THIS MEETING IS TO VERIFY THATTHE CONTRACTOR IS i m LOCATED 18"FROM SANITARY SEWER
PAVEMENT EQ.�I+EQ. (A CLEANOUTSTACKWHENINSTALLEDIN civil engineering land surveying
CONSTRUCTION. BELOW GRADE. WATER MAIN OR IT SHALL BE DUCTILE IRON.IF DUCTILE IRON PIPE IS USED PREPARED TO PROCEED WITH THE OUTAGE,AND THAT ALL EQUIPMENT,MATERIALS, z 2. METER BOX SHALL NOT BE LOCATED
THEN TWO AN A HALF(2.5)FEET OF COVER MUST BE MAINTAINED OVER THE TOOLS,AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITE AND FUNCTIONING. CONC.CURB&GUTTER -- I O SAME DITCH.
3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR ALL WATER OUTAGES. 12. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO WATER MAIN AND A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL IF FOR ANY REASON THE FAYETTEVILLE PUBLIC WORKS COMMISSION DEEMS THAT .o i r A WHERE H-20 LOADINGS CAN IMPACT 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
4. WHEN INSTALLED IN A PAVED AREA,
FINISHED GRADE,IN ACCORDANCE WITH PWC REQUIREMENTS. BE MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DRAINAGE LINE. THE CONTRACTOR IS NOT PREPARED,THE OUTAGE SHALL BE POSTPONED AND ALL �z BOX OR COVER. office 910-426-6777 fax [phone] license number C-2354
4. CONSTRUCTION STAKING IS REQUIRED FOR ALL PWC WATER AND SEWER UTILITY INSTALLATIONS. WHERE A WATER MAIN CROSSES UNDER A STORM DRAINAGE LINE THE CUSTOMERS IMMEDIATELY NOTIFIED OF THE CANCELLATION.THE OUTAGE SHALL BE i m METER BOX TO BE SET 1/4"ABOVE
CUT SHEETS SIGNED AND SEALED BY A NC PLS SHALL BE PROVIDED TO THE PWC WATER 13. ALL WORK ON PWC WATER UTILITIES MAINS LATERALS ETC SHALL BE PERFORMED 1 V T N I T TRACT TIME WILL
FINISHED PAVEMENT GRADES AND W W WADSItE501Ut10115.00111
( ) MINIMUM OF TWELVE( AINCHES OF ELL BED DUCTILE
I ION SHALL IS BE GRANTED
AM THIS EL TWO H WEEKS.NO ADDITIONAL CON 3. FOR 1"WATER LATERAL INSTALLATION
RESOURCES ENGINEERING DEPARTMENT AND THE CONTRACTOR IN ADVANCE OF BYA LICENSED UTILITY CONTRACTOR.THE FAYETTEVILLE PUBLIC WORKS MAINTAINED AND THE WATER MAIN SHALL BE DUCTILE IRON FOR DISTANCE BE GRANTED FOR THIS DELAY.SHOULD THE CONTRACT TIME EXPIRE WITHIN THAT 1"FULL PORT ANGLE BALL VALVE PAVEMENT FEATHERED TO TOP OF BOX SEE FAYPWC DETAIL W.2
CONSTRUCTION FOR PWC WATER AND SEWER UTILITIES. COMMISSION SHALL OBSERVE AND APPROVE ALL WORK ON PWC WATER UTILITIES. OF 10-FEET ON EACH SIDE OF THE CROSSING. TWO(2)WEEK PERIOD,THE FAYETTEVILLE PUBLIC WORKS COMMISSION RESERVES WITH ONE OR TWO STEP STYLE TO PROVIDE DRAIN AWAY FROM BOX. TOP VIEW BOTTOM VIEW
ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH PWC REQUIREMENTS. THE RIGHT TO ASSESS LIQUIDATED DAMAGES,AS OUTLINED IN THESE CONTRACT COMPRESSION FOR IPS PE INLET 5. COMPOSITE METER BOXES SHALL BE 4. DIMENSION'S±1/16 U.N.O. YYY
5. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE JOB 15. WATER OUTAGES:THE CONTRACTOR SHALL SCHEDULE ACOORDINATION MEETING DOCUMENTS. 7) AND FEMALE METER THREAD I USED IN TRAFFIC AREAS SEE PWC DETAIL
SITE. CONSTRUCTION ON PWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL THE 14. SEPARATION REQUIREMENTS: WITH THE PWC PROJECT COORDINATORAND PROJECT ENGINEER A MINIMUM Z 1"CC SINGLE SWIVEL NUT WITH LOCK ALL W aB
CONTRACTOR POSSESSES, ON SITE, A SIGNED AND SEALED CUT SHEET FROM THE A.LATERAL SEPARATION OF SEWERS AND WATER MAINS:WATER MAINS SHALL BE LAID AT LEAST OF THREE(3)WORKING DAYS PRIOR TO ANY PLANNED WATER OUTAGE.THE THE CONTRACTOR SHALL COMPLETE THE REQUIRED WORK AND RESTORE WATER - STAINLESS STEEL INSERTS SHALL BE STAINLESS
PROFESSIONAL LAND SURVEYOR. 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER MAIN/LATERAL,UNLESS LOCAL COORDINATON MEETING SHALL BE CONDUCTED PRIORTO ANY NOTICES BEING SERVICE WITHIN THE GIVEN TIME PERIOD FOR THE OUTAGE.IF THE FAYPWC PROJECT COORDINATOR 6. INSTALL NCDOT CONCRETE BRICK BASE
CONDITIONS OR BARRIERS PREVENT 10-FOOT LATERAL SEPARATION-IN WHICH CASE: ISSUED.ADDITIONALLY,THE CONTRACTOR SHALL LOCATE(VERTICALLY AND DETERMINES THAT THE CONTRACTOR WILL NOT RESTORE WATER SERVICE WITHIN THE APPROVED io STRAP SADDLE STEEL WITH NO GAPS. DO NOT LAY BRICK ON
12I METER COUPLING
8. ALL NEW WATER AND SEWER MAINS LATERALS AND APPURTENANCES SHALL BE TESTED HORIZONTALLY ANY UTILITIES WITHIN THE WORKAREA IN ACCORDANCE WITH TIMEFRAME THE FAYPWC PROJECT COORDINATOR WILL DIRECT THE CONTRACTOR ON HOW TO i�
WITH 3/4"FEMALE PIPE. SEE INSET"A". 11111 1��'��
INTO SE DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS PRIOR TO PLACING i.THE WATER MAIN IS LAID IN A SEPARATE TRENCH WITH THE ELEVATION OF THE BOTTOM THEE CONTRACT DOCUMENTS.THE LOCATIONS FALL UTILITIES WITHINTHE RESTORE WATER SERVICE.THECONTRACTOR HAL ADHERE 70 ALL INSTRUCTIONS GIVEN BY THEBALLWHERECURBSTRIP /�
INTO SERVICE. MOF THE AIN/LATERAL;OR N AT LEAST 18 INCHES ABOVE THE 70P OF THE SEWER WORK CONFLICTS WITH THE DETERMINED PRIOR
AND THO THE E EXISTING UTILITIES ES SHALL E ANY PWC PROJECT COORDINATOR. SHALL WITH AWWA INLETS,ONE NUT x THREAD METER
SWIVEL 7 PAVEMENT EXISTS,THE LOCATIONOF BOX `��``.N wr1•Ito/'''�vz
7. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE PWC IDENTIFIED AND A PLAN FOR RESOLVING ANY CONFLICTS SHALL BE PRESENTED. SHOULD THE CONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED TIME,THE OR TWO STEP STYLE SHALL BE AS DIRECTED BY PWC �� •••• •••: ��
COMPRESSION FOR IPS PE, 1 W 1/2"SPACER FOR • <SS PROJECT COORDINATOR. I.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER MAIN/LATERAL WITH THE THE PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE FAYETTEVILLE PUBLIC WORKS COMMISSION SHALL ASSESS A PENALTY OF 5500 PER REPRESENTATIVE. O • R • �,///
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH AND WITH CONTRACTOR HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO 15-MINUTE INTERVAL OR ANY PORTION THEREOF UNTIL WATER SERVICE IS WITH STAINLESS STEEL 3/4"METERS, ♦ � ` ' ••sV,
8. DISTANCE FROM TOP OF LOCK VALVE ♦ O 7 10-.-
WATER
CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE THE PENDING OUTAGE,VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL RESTORED.THIS PENALTY WILL BE DEDUCTED FROM THE CONTRACTOR'S PAY INSERTS 1"x10-3l4"SPACER FOR ♦ ��'
OPERATING STEM TO TOP OF BOX SHALL <A T i
CONSTRUCTION.THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL TOP OF THE SEWER MAIN/LATERAL. PREVENT THE WORK FROM BEING COMPLETED,ALL EQUIPMENT IS IN GOOD APPLICATION OR BE BILLED DIRECTLY TO THE CONTRACTOR.THE PENALTY MAY BE ,'METERS,SPACER �l = •Q �� =
BREAKS TO THE PWC PROJECT COORDINATOR. THE CONTRACTOR SHALL INITIATE IMMEDIATE WORKINGORDER ALL EQUIPMENT IS FUNCTIONAL,ALL MATERIALS ARE N SITE CONTROL,AS DEEMED
BE 8"MINIMUM TO 10"MAXIMUM.
Q C O WANED FOR CIRCUMSTANCES BEYOND THE CONTRACTOR'S CON 1"IPS POLYETHYLENE SHALL BE FURNISHED PLAN = SEA
REPAIRS IN ACCORDANCE WITH PWC STANDARDS. CONTRACTOR SHALL NOT OPERATE PWC B. CROSSING A WATER MAIN OVER A SEWER:WHENEVER IT IS NECESSARY FOR A WATER MAIN TO ALL NECESSARY TOOLS ARE ON SITE,DISCUSS ANY NECESSARY CONTINGENCY BY THE FAYETTEVILLE PUBLIC WORKS COMMISSION.THE PWC PROJECT PIPE PE 4710,250 PSI BY PWC 9. RESIDENTIAL METER BOX SHALL BE SET n A�1
WATER MAIN VALVES WITHOUT PWC APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS CROSS OVER ASEWER MAIN/LATERAL,THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION PLANS,AND ANY OTHER ITEMS NECESSARY TO ENSURE THAT THE FAYETTEVILLE COORDINATOR AND/OR PROJECT ENGINEER RESERVE THE RIGHT TO CANCEL OR SIDR7 ASTM D2737 ASTM 18"FROM R/W TO CENTERLINE OF METER 17-9/16" 12-5116" 027"F
�,Lj__j
WITH PWC. THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER PUBLIC WORKS COMMISSION HAS CONFIDENCE THAT THE WORK CAN BE POSTPONE THE OUTAGE AT ANY GIVEN TIME,IF DEEMED NECESSARY. D3350-445574E NCDOT CONCRETE BRICK BOX PERPENDICULAR TO THE RPN.
MAIN/LATERAL. ACCOMPLISHED WITHIN THE GIVEN TIME PERIOD.SHOULD,FOR ANY REASON,THE WATER p METER BOX BASE SEE 10. COMMERCIAL METER BOX LOCATION ----------------- ------------
9. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER METHOD OF BLOW OFF FAYETTEVILLE PUBLIC WORKS COMMISSION DEEM THATTHE CONTRACTOR IS NOT • �
It .
MAIN INSET"A" SHALL BE AS APPROVED(PREFER NO L_________________J L___________J •
WHICH ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH LEVELS OF CHLORINE TO C. CROSSING WATER MAIN UNDER SEWER:WHENEVER IT IS NECESSARY FOR A WATER MAIN TO PREPARED FOR THE PROPOSED OUTAGE,THE OUTAGE NOTIFICATIONS WILL NOT BE O C) NE .
PASS THRU RESIDENTS METERS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CROSS UNDER A SEWER MAINILATERAL,A MINIMUM OF 1&INCHES OF SEPARATION SHALL BE DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED MINIMUM OF TWO(2) METER BE INSTALLED LESS THAN 5'FROM ��' _f1•••••••••••�
RESULTING FROM ALLOWING"DIRK'WATER TO ENTER RESIDENT'S PLUMBING SYSTEM,SUCH AS PROVIDED.BOTH THE WATER MAIN AND THE SEWER MAINMTERAL SHALL BE CONSTRUCTED WEEKS.THE FAYETTEVILLE PUBLIC WORKS COMMISSION WILL PROVIDE WRITTEN TRACER WIRE 12 GA SINGLE STAND BUILDING TO EDGE OF BOX). ��V�O g
WATER HEATERS,STAINED CLOTHING,CLOGGED SCREENS,ETC. DOF DUCTILE ISTANCE OF IRON
MATTEET RIAEA N SIDE OF THE POINT OFLCROSSI WATER
NG,A SECTION OF WATER MAIN NOTIFICATIME TION
TO THE
HED CONTRACTORFOR S OF THIS
DECISION.
ULD THE CONTRACT ADDITIONAL
CONTRACT (DO NOT CONNECT TO CORPORATION) COATED COPPER WIRE OR 11. LATERAL SHALL BE CENTERED ON LOT ���'''I�T 1 ,
10. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHEDAS FOLLOWS: PIPE SHALL BE CENTEREDATTHE POINT OF CROSSING. WITHIN THATTWO(2)WEEK PERIOD,THE FAYETTEVILLE PUBLIC WORKS COPPER CLAD STEEL UNLESS OTHERWISE NOTED. N ��l I I1
A.INSTALL,TEST AND STERILIZE NEW MAIN AND LATERALS.LATERALS SHALL BE COMMISSION RESERVES THE RIGHT TO ASSESS LIQUIDATED DAMAGES,AS NCDOT CONCRETE TRACING WIRE EXTENDED 181, 12. LATERAL SHALL NOT BE BACKFILLED UNTIL
INSTALLED 18"INSIDE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY PWC. OUTLINED IN THESE CONTRACT DOCUMENTS. BRICK METER INTO METER BOX 6"AND EQ EQ : INSPECTED AND APPROVED BY PWC ,1�� ,1 „�.al
B.TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER LATERAL BACK FILL D BOX BASE WRAPPED AROUND LOCK PROJECT COORDINATOR. v v T
TO EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS.SAME METER VALVE.rv13. WATER MAIN AND LATERAL SHALL PASS
NUMBER SHALL BE INSTALLED ON SAME ADDRESS AND/OR CUSTOMER.BLOW
OFF SERVICE AT HOSE BIBB ON HOUSE ONLY METER HAS BEEN METER BOX D BOTTOM O HYDROSTATIC AND STERILIZATION TESTS.
TRANSFERRED. NCDOT 1"±1" 14. BARB-TYPE FITTINGS ARE NOT I I I
C.AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM,SHUT OFF VALVE O ACCEPTABLE. I-- 21-13/16" �"{ I'� 16-9/16"
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH CONCRETE OF BOX w 15. SHOULD IT BE NECESSARY TO CRIMP THE
PWC REQUIREMENTS. BRICK �' WATER SERVICE LATERAL,A FULL CIRCLE ELEVATION OB ELEVATION/__"
REVISIONS
D.CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING 1"111,�I I - REPAIR CLAMP SHALL BE PLACED ON THE
METER BOXES. BRICK METER BOX BASE SPACER SHALL BE
SECTION"A-A" INSET"A" PLAN CENTERED IN METER BOX CRIMPED AREA. ELEVATION VIEW
FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION 1-INCH METER BOX DETAILS FAYETTEVILLE NO. DATE REVISION
WATER UTILITY NOTES PUBLIC WORKS COMMISSION WATER UTILITY NOTES PUBLIC WORKS COMMISSION 1"WATER SERVICE LATERAL PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION
1 01/01l18 ADDED NOTES 6,8 1 01/01/18 ADDED NOTES 6,8 N.T.S. 1 07/06 RESIZED METER COUPLING N.T.S. 1 03l10 CHANGED BOX DIMENSIONS
FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. FAYETTEVILLE,N.C. FAYETTEVILLE,N.C.
SHEET NO. DWG.NO. W. DWG.BY: FAYPWC WATER RESOURCES 2 06/01/21 ADDED NOTES 1-7 AND RENUMBERED SHEET NO. DWG.NO. N.:J DWG.BY: FAYPWC WATER RESOURCES 2 06/01/21 ADDED NOTES 1-7 AND RENUMBERED SHEET NO. DWG.NO. W,2 DWG.BY: FAYPWC WATER RESOURCES WVRLj 2 07/13 REVISED NOTE RE:TRACER WIRE SHEET NO. DWG.NO. WA DWG.BY: FAYPWC WATER RESOURCES
1 OF2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 11/23 REVISED NOTES 10,14 2QF2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 11/23 REVISED NOTES 10,14 1OF1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1OF2 ENGINEERING DEPARTMENT
3 07/17 REVISED NOTES DATE: JAN.Ot,2024 APPROVED BY: M.M.M.
W1-WATER-UTILITY-NOTES.dwg Wl-WATER-UTILITY-NOTES.dwg W2-WLAT.dwg 11 I W4-11N-METERBOX.dwg
e4-12"x5/8"DEEP RECESS NOTES:
WITH 1.9x518"D6 SLOT ��7_�16 ---` 2 RINGS OF NO.3 REINFORCING 1. CONCRETE PROTECTOR RING SHALL BE 250OPSI
1 TOP TO BE FLUSH WITH VALVE BOX PROTECTOR RING NOTES: - NOTES: __ \\ DEFORMED BAR AS SHOWN PRECAST REINFORCED CONCRETE.
J - -- FINISH GRADE AND SHALL BE PLACED WHERE VALVE 1. ALL MATERIALS SHALL BE IN ACCORDANCE 1. VALVE BOX SHALL BE 3 PART SLIP-TYPE i' \
A Q O A MANUFACTURED BY SIGMA CORPORATION / /
LEFT EXPOSED IS LOCATED IN NON-TRAFFIC WITH FAYPWC STANDARDS. 2" Q�Q�Q / _ \ 2. VALVE BOX SHALL X E GRADE WITH
O - O O O � AREAS.SEE VALVE BOX PIPE P),TYLER UNION(6855 SERIES),STAR A / A PROTECTOR RING EXTENDING 1/2"ABOVE
O O O O�O O O O }T }T PAVEMENT 2"MIN.AT PROTECTOR RING DETAIL. 2. RESILIENT WEDGE GATE VALVE SHALL BE 1-1/2" RATER PIPE PRODUCTS(VB-0004),OR APPROVED / GRADE.
O O O O I FINAL GRADE AS MANUFACTURED BY MUELLER CORP., 0 EQUAL. 1
O 000000000 SIDE ��DO� I
O O O O O O O O 3000 PSI POURED IN TURF 4"MIN. AMERICAN DARLING OR CLOW CORP. 3. SEE GATE VALVE AND BOX DETAIL.
O � � PLACE CONCRETE 12„ 6"MAX. 53/4" 2. VALVE BOX SHALL N LIPIECE CLOSE WATER
OQOQOQOQOQOQOQ i;+ COLLAR - TRACER WIRE 3. ALL VALVES SHALL HAVE 2"SQUARE 7" GAINED CAST IRON SLIP-TYPE VALVE BOX + 4. VALVE BOX PROTECTOR RINGS SHALL BE
O O O O O O O WITH A MINIMUM THICKNESS OF 3/16". 1 / / / INSTALLED AROUND VALVE BOX IN UNPAVED
a, OPERATING NUT AND SHALL OPEN
O 00 O O O O O - - COUNTERCLOCKWISE. SECTION"A-A" PLAN \ \ / / / NON-TRAFFIC AREAS AND SHALL NOT CREATE
O Q O Q Q Q Q Q 3. VALVE BOX SHALL HAVE RAISED LETTERS -- / HINDRANCE TO MOWING OPERATIONS.
OQ O O O O O O OQOQOQO 8"� "WATER"CAST INTOCOVER. \
4. VALVE BODY,BONNET,AND GATE SHALL BE \ \ /
O O O WATER METER O O O O CONCRETE COLLAR IN ACCORDANCE WITH AWWA C-509/C-515 \ ____ /
O O O O O O O O QOQOQO - SHALL BE PLACED AND NSF61. 9° 4. VALVE BOX SHALL HAVE 318"HOLE DRILLED \` -J i SHADED PORTION OF
WHERE VALVE IS IN 75/8„ 5-3/4" IN TOP SECTION THRU WHICH A 1/4"xl-112" RING IS EXPOSED,
A TRAFFIC AREA. 5. VALVE BODY AND BONNET SHALL BE 5-1l4" GALVANIZED BOLT SHALL BE USED TO REMAINDER IS BURIED.
3-3/4"
VALVE BOX COATED ON ALL INTERIOR AND EXTERIOR � F[r---73/8 DROP LID SECURE A MINIMUM 12 GAUGE,SINGLE PLAN
16-7l16" - (SEE DETAIL) SURFACES WITH A FUSION BONDED EPDXY 6-3/8" STRAND,COATED COPPER OR COPPER CLAD
STEEL TRACER WIRE FOR NON-FERROUS N.T.S.
IN ACCORDANCE WITH AWWA C-550-90.
NCDOT CONCRETE I � PIPE.A 112"WASHER SHALL BE USED
TOP VIEW 2" _f I
BRICK(4 REQUIRED BETWEEN NUT AND INSIDE OF BOX. TIGHTEN
SECTION A-A 6. ALL VALVES 24"AND SMALLER SHALL HAVE --- HAND TIGHT.
AT EACH SECTION) ---- 4"min.
A SAFE WORKING PRESSURE OF 250PSI. 6"max. GROUND
I I I ____ I 9-1/2„
MIN.12 GAUGE,SINGLE 5. SCREW TYPE VALVE BOXES ARE NOT
A STRAND,COATED COPPER 7. SEE VALVE BOX DETAIL FOR ADDITIONAL ACCEPTABLE. 1/2" MIN.
TRACER WIRE(SHALL BE I INFORMATION. w REINFORCED CONCRETE
BB - INSTALLED BETWEEN 6. DIMENSIONS SHOWN VARY BASED UPON - PROTECTOR RING PROJECT NAME
8. SEE VALVE BOX PROTECTOR RING DETAIL 00
IT
I VALVES AND SHALL O ¢ THE MANUFACTURER.ACTUAL DIMENSIONS
_ FOR ADDITIONAL INFORMATION. m I ¢ TAP SHALL BE APPROVED BY FAYPWC.INSTALLED IP ALL NON 4„ - _--
LIE] - METALLIC PIPELINES.) ¢ > MIN.
9. VALVE BOX SECTIONS ARE REQUIRED.THE E SECTION
ALV WATER SPLICES SHALL BE ALV WATER USE OF PIPE IN LIEU OF VALVE BOX ¢ 7. VALVE BOX SECTIONS ARE REQUIRED.THE - `_-
MAIN APPROVED BY THE MAIN > USE OF PIPE IN LIEU OF VALVE BOX
11
wD F__ . N FAYPWC PROJECT SECTIONS SHALL NOT BE PERMITTED. I SECTIONS SHALL NOT BE PERMITTED. 2 / /// \\\\ VILLAGE AT
COORDINATOR. I Q MIN. I
°'_ 8. TRACING WIRE SHALL BE INSTALLED VALVE BOX
I fD I 1 3/8" OUTSIDE OF BOX.
1 I J_ 9. REFER TO FAYPWC DETAIL W.6 FOR 24"DIAMETER MINIMUM
B� VALVE IN TRAFFIC AREA VALVE IN NON-TRAFFIC AREA TTOM INSTALLATION REQUIREMENTS. CUT AWAY VIEW
��6 1/8 I LI �6„� I SEOCTON SECTION A-A N.T.S. ROCKFISH
612N.T.S.A15-7/1s" SOLID LID 9_12�� D-va"
UNDERSIDE TOP SECTION BOTTOM PHASE V
1-INCH METER BOX LID FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION
PUBLIC WORKS COMMISSION GATE VALVE PUBLIC WORKS COMMISSION VALVE BOX PUBLIC WORKS COMMISSION VALVE BOX PROTECTOR RING PUBLIC WORKS COMMISSION
N.T.S. 1 07/07 REVISED LID N.T.S. 1 07/09 ADDED NOTES 7,8,AND CLARIFIED N.T.S.
FAYETTEVILLE,N.C. � FAYETTEVILLE, N.C. 1 6/06 DDEDNOTE NO.9 N.T.S. FAYETTEVILLE, N.C. NOTES FAYETTEVILLE,N.C. XAVU
SHEET NO. DWG.NO. W 4 DWG.BY: FAYPWC WATER RESOURCES 1 03/10 CHANGED BOX AND LID DIMENSIONS DWG.NO. w,F) DWG.BY: FAYPWC 2 7/09 CLARIFIED NOTES G.NO. w 7 DWG.BY: FAYPWC 2 01114 REVISED NOTES 1,4,6 DWG.NO. W 8 DWG.BY: FAYPWC (VARIABLE LOT
SHEET No. WATER RESOURCES SHEET No. WATER RESOURCES SHEET No. WATER RESOURCES
2 OF DATE: JAN.01,2024 APPROVEDBY: M.M.M. ENGINEERING DEPARTMENT 2 01/15 REVISED LID 1 OF DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1OF1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1 OF DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT
W4-11N-METERBOX.dwg W6-GATEVALVE.dwg W7-VALVEBOX.dwg W8-CONC-PROTECTOR-RING.dwg
CONCRETE COLLAR IN PAVED CONCRETE COLLAR IN PAVED NOTES:
1. .1 NOTES: AREAS INSTALLED IN AREAS INSTALLED IN
FAYPWC STANDARD PENTAGONAL 1. ALL MATERIALS SHALL BE
(TYp.) 1. FIRE HYDRANT SHALL BE MODELS MANUFACTURED BY MUELLER CO.(CENTURIAN), 10. CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF ACCORDANCE WITH FAYPWC ACCORDANCE WITH FAYPWC CONCRETE COLLAR IN PAVED AREAS
OPERATING NUT OPEN COUNTER AMERICAN VALVE AND HYDRANT CO.(MODEL MARK 73),CLOW MEDALLION OR SERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION. DETAIL W.6.CONCRETE DETAIL W.6. CONCRETE INSTALLED IN ACCORDANCE WITH FAYPWC APPROVED BY FAYPWC.
CLOCKWISE. APPROVED EQUAL. PROTECTOR RING IN NON-TRAFFIC [PROTECTOR RING IN NON-TRAFFIC DETAIL W.6. CONCRETE PROTECTOR RING
I I 11. FIRE HYDRANT SHALL BE FIELD PAINTED IN ACCORDANCE WITH FAYPWC ASPHALT AREAS INSTALLED IN ASPHALT AREAS INSTALLED IN IN NON-TRAFFIC AREAS INSTALLED IN 2. WHEN INSTALLED IN A PAVED AREA
wI 2. ALL VALVES AND HYDRANTS SHALL HAVE M.J.CONNECTIONS WITH IRON RETAINING STANDARDS,BEFORE PROJECT IS ACCEPTED.HYDRANTS SHALL BE PAINTED WITH 2"MIN.AT ACCORDANCE WITH FAYPWC ACCORDANCE WITH FAYPWC ACCORDANCE WITH FAYPWC DETAIL W.8. CONCRETE THRUST BLOCK METER BOX SHALL BE SET 1/4"
z N ZZLE NOZZLES AND(1)OUP GLAND M.J.RESTRAINT. A GREEN BONNET AND YELLOW BODY. PAINT SHALL BE IN ACCORDANCE WITH FINAL GRADE DETAIL W.8. VALVE BOX TO BE DETAIL W.8. VALVE BOX TO BE VALVE BOX TO BE INSTALLED IN PER FAYPWC DETAIL W.17 ABOVE FINISHED PAVEMENT
� NOZZLE WITH FIRE HOSE COUPLING FAYPWC REQUIREMENTS. THE CONTRACTOR SHALL PAINT ALL EXPOSEDF I --f INSTALLED IN ACCORDANCE WITH 2' INSTALLED IN ACCORDANCE WITH ACCORDANCE WITH FAYPWC DETAIL W.7. GRADE AND PAVEMENT WATER DETAILS
3 THREAD IN ACCORDANCE WITH 3. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN,BUT DO EXTERIOR FIRE HYDRANT SURFACES PRIOR TO FINAL ACCEPTANCE BY FAYPWC. 2 FAYPWC DETAIL W.7. 2"MIN.AT FAYPWC DETAIL W.7. FEATHERED TO TOP OF BOX.
i2 FAYPWC STANDARD. NOZZLE CAPS
NOT PLACE VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET ALL PAINTING SHALL BE DONE IN STRICT ACCORDANCE WITH THE PAINT FINAL GRADE COMPOSITE METER BOX(FAYPWC
SHALL BE SECURELY CHAINED TO IS SOIL AND NO PAVING IS TO BE DONE AT THIS TIME,THE LOCATION OF THE VALVE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE SATISFACTORY TO THE 8" 8" 4"MIN. �24" 18" DETAIL W.48)SHALL BE USED IN
THE HYDRANTS BODY. 4"MIN.
IS TO BE DETERMINED BY THE PWC PROJECT COORDINATOR. FAYPWC. � � 6"MAX. ASPHALT PAVED AREAS.
3±1 6 MAX. F NALIGADE I I 2"SLIP ON CAP
VALVE BOX 3. METER BOX SHALL BE IN
SLIP TYPE C.I.
FINAL GRADE 4. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED 12. PROTECTIVE COVERING SHALL BE UTILIZED,AS NECESSARY FOR PROTECTION OF SLIP TYPE C.I. TRACER WIRE � � 2"BASS
BY FAYPWC PROJECT COORDINATOR. ADJACENTAREAS,EQUIPMENT,SHRUBBERY,OR OTHER ITEMS.AFTER PAINTING IS VALVE BOX VALVE BOX fl� ACCORDANCE WITH FAYPWC
COMPLETE,THE ENTIRE AREA SHALL BE THOROUGHLY CLEANED UP. 4"±2" 90°ELBOW
I 4-1/2" FLANGE METER BOX IN x DETAILS. PROVIDE SOLID METER
FLANGE
x BARREL 5. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH FAYPWC STANDARD TRACER WIRE ACCORDANCE IQ BOX LID.
L z DETAIL. 13. ALL PAINT MATERIALS SHALL BE IN THE ORIGINAL SEALED CONTAINERS BEARING 4"MIN.
w�� O_ THE MANUFACTURER'S NAME. NCDOT CONCRETE WITH FAYPWC
❑. NCDOT CONCRETE 6"MAX. iv 4. VALVE FOR BLOW-OFF TO BE
SEE CONCRETE DETAIL W.4.
w b 6"GATE E 6. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY FAYPWC BRICK r
>) I I BRICK THRUST BLOCK BRICK PROVIDE SOLID INSTALLED AFTER LAST SERVICE.
VALVE Co PROJECT COORDINATOR. 14. WHERE NECESSARY,THINNING SHALL BE DONE IN ACCORDANCE WITH THE
m" K DETAIL METER BOX LID. 24"
(0z MANUFACTURER'S INSTRUCTIONS,AND AS APPROVED BY FAYPWC. COMPACTED SOIL(TYP) ��COMPACTED SOIL(TYP) BRASS 5. CENTER 2"SDR-21 PIPE IN METER
NIa 7. FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING A TRACER WIRE BRICK
r TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION.THE TAPPING SLEEVE 15. ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND DRY. SLOTTED VALVE BOX FITS NCDOT NIPPLE BOX.
4" AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO STARTING THE TAP IN VARIABLE SIZE PLUG ON TOP OF 2"PIPE. NCDOT CONCRETE
6"RJDI PIPE -- THE PRESENCE OF THE FAYPWC PROJECT COORDINATOR. 16. THE BONNET OF THE FIRE HYDRANT SHALL BE PAINTED A DARK GREEN,UTILIZING SLOTTED VALVE BOX FITS TAPPED 2" NCDOT BRICK 6. BLOW-OFF ASSEMBLY NOT TO BE
--- CONCRETE BRICK TO BE CONCRETE RE-USED UNLESS APPROVED BY
AN OIL BASE GLOSS,WITH A FINAL DRY MIL THICKNESS UI 4 TO 6 MILS. MULTIPLE CO TOP CONCRETE
B PIPE. NCDOT PLACED UNDER VALVE BOX. BRICK 2"SDR-21 PVC
I 8. THE PROPOSED LOCATION MAY BE RELOCATED BY THE FAYPWC PROJECT COATS MAY BE NECESSARY TO ACHIEVE THE FINAL REQUIRED DRY MIL CONCRETE BRICK TO BE VARIABLE SIZE 2"BALL VALVE FAYPWC.
COORDINATOR IF CONFLICTS EXIST(IE:GAS SERVICES,UGE,TELEPHONE,ETC.). THICKNESS.THE PAINT SHALL BE FOREST GREEN,AS MANUFACTURED BY THE PLACED UNDER VALVE BOX. WATER MAIN (LENGTH AS
DI TEE,HYDRANT TEE SHERWIN-WILLIAMS COMPANY,PART NUMBER A11T204 BASE AND SW7458 FOREST 2"PVC SDR-21 WATER PIPE 2"BALL VALVE 24" REQUIRED.TWO 7. INSTALLATION SHALL BE CLIENT
SEE NOTE NO.4 BRASS PIECES MAX.)
OR TAPPING SLEEVE 9. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATER MAIN MATERIAL, GREEN. PAINT SHOULD BE MIXED AT THE STORE. SAMPLES SHALL BE SUBMITTED NIPPLE INSPECTED AND APPROVED BY THE
AS REQUIRED.(SEE SIZE,AND DEPTH FOR EACH FIRE HYDRANT LOCATION PRIOR TO ORDERING IN ORDER FOR FAYPWC TO CONSIDER ALTERNATIVE PAINT MANUFACTURERS. 12"BRASS NIPPLE SCH 80 FAYPWC PROJECT COORDINATOR
12"BRASS NIPPLE
UNDISTURBED TAPPING DETAIL) MATERIALS.THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS 2"SDR-21 PVC MIPT PRIOR TO BACKFILL.
SOIL OF BARRELS AND HYDRANT EXTENSIONS(NO MORE THAN ONE HYDRANT 17. THE REMAINDER OF THE FIRE HYDRANT SHALL BE PAINTED SAFETY YELLOW, 2"x12"LONG BRASS NIPPLE. 2"BRASS F.I.P.x PACK JOINT ADAPTOR
M.J.CONNECTION WITH IRON EXTENSION MAY BE USED PER HYDRANT).ADDITIONAL FITTINGS AND/OR HYDRANT UTILIZING AN OIL BASE GLOSS,WITH A FINAL DRY MIL THICKNESS OF 4 TO 6 MILS. WHEN REQUIRED PIPE BEYOND FOR PVC ADAPTOR
7CU FT NO.57 RETAINING GLAND M.J. EXTENSIONS OR OFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER MULTIPLE COATS MAY BE NECESSARY TO ACHIEVE THE FINAL REQUIRED DRY MIL BRASS NIPPLE SHALL BE SCH 80 SIDS MILL
RESTRAINT SEE NOTE 2 AND PVC CONNECTED WITH BRASS 2"BRASS NIPPLE 2"BRASS NIPPLE(12")
STONE PLACED TO COVER AS APPROVED BY THE FAYPWC PROJECT COORDINATOR. THICKNESS.THE PAINT SHALL BE SAFETY YELLOW,AS MANUFACTURED BY THE 2"BASS F.I.P.x PACK (12") 2"BASS F.I.P x PACK
FAYPWC STANDARD JOINT FOR PVC
A LEVEL 4"ABOVE SHERWIN-WILLIAMS COMPANY,PART NUMBER 654Y37 BASE AND 617-4072 SAFETY JOINT FOR PVC ADAPTOR F.I.P.x PACK JOINT FOR PVC 2"BRASS BALL VALVE
RESTRAINING DETAIL. NCDOT CONCRETE ADAPTOR PROPERTIES L L C
DRAIN OPENING YELLOW. PAINT SHOULD BE MIXED AT THE STORE. SAMPLES SHALL BE SUBMITTED ADAPTOR BRICK
IN ORDER FOR FAYPWC TO CONSIDER ALTERNATE PAINT MANUFACTURERS. 2"BASS
2"BASS NIPPLE(12") 2"BASS F.I.P x PACK 90°ELBOW
VARIES 2"BRASS BALL VALVE VARIABLE SIZE MAIN LINE TAPPED 2" JOINT FOR PVC CONCRETE THRUST BLOCK
NCDOT CONCRETE ADAPTOR SLOTTED VALVE BOX FITS PER FAYPWC DETAIL W.17 2"SDR-21 PVC-_,.t
BRICK ON TOP OF 2"PIPE. NCDOT
NCDOT CONCRETE BRICK TO BE
2"MAIN LINE VALVE CONCRETE PLACED UNDER VALVE BOX.
BRICK
FIRE HYDRANT AND FAYETTEVILLE NO. DATE REVISION FIRE HYDRANT AND FAYETTEVILLE NO. DATE REVISION 2"VALVE INSTALLATION FAYETTEVILLE NO. DATE REVISION 2"BLOW OFF ON FAYETTEVILLE NO. DATE REVISION
VALVE INSTALLATION PUBLIC WORKS COMMISSION VALVE INSTALLATION PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION 2"WATER MAIN PUBLIC WORKS COMMISSION
1 08/25/23 REVISED NOTES 16 AND 17 1 08/2523 REVISED NOTES 16 AND 17 N.T.S. 1 06106 ADDED NOTE ON CONCRETE COLLARgo 07/17 REVISED NOTES
N.T.s. FAYETTEVILLE, N.C. N.T.S. FAYETTEVILLE, N.C. FAYETTEVILLE,N.C. N.T.S.NTs FAYETTEVILLE,N.C.
DWG.NO. DWG.BY: FAYPWC 2 07/01/09 REVISED NOTE NO.2,REMOVED NOTE DWG.NO. W 13 DWG.BY: FAYPWC WATER RESOURCES 2 07/01/09 REVISED NOTE ALTERED NO.2,REMOVED
N DETAIL SHEET NO. DWG.NO. W.15A DWG.BY: FAYPWC WATER RESOURCES 2 07/17 UPDATED NOTES SHEET NO. DWG.NO. W.15C DWG.BY: FAYPWC WATER RESOURCES 8000 Corporate Center Drive
SHEET NO. W 1 3 WATER RESOURCES NO.3 AND ALTERED RESTRAINT DETAILSHEET NO.
1OF2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 07/01/16 REVISED NOTES 2OF2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 07/01/16 REVISED NOTES 1OF1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1 OF
W13-FHCC.dwg W13-FHCC.dwg W15A-2-VALVE-INSTALLATION.dwg DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERINGDEPARTMENT
Charlotte, North Carolina 28226
W15C-2-BLOWOFF.dwg Phone: [phone]
CONCRETE POINT OF C900 OR DI PIPE TRANSITION TO M.J.TEE WITH APPROVED
THRUST MINIMUM BEARING AREA EACH DIRECTION O O D.I.PIPE(TYP.)UNRESTRAINED AT JOINT RESTRAINT(TYP.)
BLOCK(TYP.) OF THRUST IN SQUARE FEET NOTES: R NOTES:
(based on soil supporting value of 2,000psf @ 200 psig test pressure) 1. THRUST BLOCKS SHALL BE 0 LR TEE LR TEE 1. SUITABLE SOIL BEDDING IS DEFINED AS"NATIVE"SOIL PROJECT INFORMATION
PIPE TEES& 90° 45°ELBOW 22-12° INSTALLED ON PVC WATER A Aa. EXCAVATED FROM THE TRENCH,FREE OF ROCKS,FOREIGN
SIZE DEADENDS ELBOWS &CROSSES ELBOWS DISTRIBUTION LINES 6"THRU 12" O SECTION 'II POINT OF D.I.PIPE TRANSITION TO MATERIAL,AND FROZEN EARTH.
6" 4 6 3 2 DIAMETER IN THE MANNER SHOWN. 10' C900 OR D.I.PIPE(TYP.)
SEE FAYPWC STANDARD ALTERNATE H p ALL D.I. PIPE BETWEEN FITTING AND 2. SUITABLE BEDDING MATERIAL SHALL EXTEND TO
8" 7 10 5 3 RESTRAINING DETAIL W.18 FOR �{ z w UNDISTURBED TRENCH WALLS.
12" 15 21 11 6 ACCEPTABLE ALTERNATE 9 -R DVALVE RECTIOALLBERESTRAINEDALL DESIGNED BY: CALEB
RESTRAINING SYSTEMS. O O y p LR VALVE L VALVE 3. IF GROUND CONDITIONS WARRANT,IT MAY BE NECESSARY TO
2. PIPE GREATER THAN 12 INCH w
DIAMETER SHALL REQUIRE SIDE VIEW FRONT VIEW SECTION"A-A" N M.J.GATE VALVE WITH UNDISTURBED BED DUCTILE IRON WATER MAINS IN SELECT BEDDING DRAWN BY: CALEB
UNDISTURBED o RESTRAIN M.J.JOINTS APPROVED RESTRAINT SOIL MATERIAL(NO.5 OR NO.57 STONE)TO THE SPRINGLINE OF
THRUST RESTRAINT JOINT PIPE FOR THE w
SOIL PROPER LENGTH. IRON RETAINING GLAND M.J.RESTRAIN z WITH APPROVED (TYP.) THE PIPE.SUCH INSTALLATION SHALL BE AS DIRECTED BY
o ELBOW M.J.PLUG BLOCK BAREA OF EARING RESTRAINT(TYP.) THE FAYPWC PROJECT COORDINATOR. CHECKED BY: SCOTT
3. COMPACT FITTINGS ARE NOT NOMINAL WEDGES BOLTS PRESS � DUCTILE IRON PIPE(TYP.)
0 ACCEPTABLE, STANDARD FITTINGS PIPE SIZE QUANTITY QUANTITY RATING co 10,
a SHALL BE USED WITH CONCRETE 6" 3 6 350 � RESTRAIN MALVE WITH .J. JOINTS WITH PROJECT NUMBER: 2050
THRUST BLOCKING. 8" 4 6 350 � APPROVEDM.J.GATE RESTRAINT
(TYP.)
v L 4. THRUST BLOCKS SHALL BE 12" 8 8 350 O APPROVED RESTRAINT
N - INSTALLED ON SEWER FORCE MAIN IN z (TYP.) DI PIPE TRANSITION TO
co SEE BLOW-OFF DETAIL FOR THE MANNER SHOWN. 8"SIZE SHOWN 6"AND 12"SIMILAR
5. IF SAC-CRETE IS USED,MIXING MUST IRON RETAINING GLAND M.J. C900 OR❑.I.PIPE
CLARIFICATION OF CONSTRUCTION ELBOW BE ON SITE UTILIZING A MECHANICAL RESTRAINT UNRESTRAINED AT JOINT 8" 8"
IN MIN. DRAWING SCALE
REQUIRED AT DEAD ENDS. MIXER. C900 OR D.I.PIPE
0 6. NO CONCRETE SHALL BE PLACED ON LR(MIN.LENGTH OF RESTRAINT EACH DIRECTION OF THRUST IN LINEAR FEET)
m HORIZONTAL BEND DEAD END BOLTS.WRAP JOINT FITTINGS WITH Based on 200 psig pressure,Safety Factor of 2.0:1,BARE DI PIPE AND ML Soil,3.5'cover RESTRAINED JOINT DETAIL FOR TYPICAL TEE INTERSECTION
4-WAY INTERSECTION SIMILARLY RESTRAINED 4"MIN.SUITABLE SOIL BEDDING
cd PLASTIC. Chart does not apply to pipes wrapped in polyethylene wrap NOT TO SCALE
U FROM TRENCH EXCAVATION
• 7. CONCRETE SHALL BE A MINIMUM PIPE VALVES gp° 45°ELBOW 22-1/2° REDUCER NOTES: RESTRAINT AND OTHER FORMS
SIDE EXCAVATIONS 3,000PSI. SIZE DEAD ENDS (SEE NOTE 1)
3 SIDE EXCAVATIONS(TYP.) (TYP.) 8. ALL BEARING SURFACES SHALL BE TEES ELBOWS &CROSSES ELBOWS 1. THRUST RESTRAINT SHALL BE OF D.I.RESTRAINT.
-p INSTALLED ON DUCTILE IRON 5. THE MINIMUM LENGTH OF
AGAINST UNDISTURBED SOIL AND 6" 55' 31' 13' 7' 8"x2" 87'
z WATER DISTRIBUTION LINES 6" RESTRAINT INDICATED SHALL
CO SHALL BE APPROVED BY FAYPWC 8" 72' 40' 1T 8' 8"x6" 30' THRU 12"DIAMETER IN THE REQUIRE ALL JOINTS WITHIN
w PROJECT COORDINATOR PRIOR TO 12" 102' 57' 24' 12' 12"x8" 54' MANNER SHOWN. SEE FAYPWC THE LR DISTANCE TO BE CONTINUOUS 12 GA. DATE RELEASED
p PLACEMENT OF CONCRETE. STANDARD THRUST BLOCK RESTRAINED.
0 9. USE OF RESTRAINED JOINT DUCTILE LR_LE,4GTHNEO BEAKS GTH T DETAIL W.17 FOR PVC 6. RESTRAINT SYSTEM SHALL BE SINGLE STRAND COATED SUBBASE SHALL BE UNDISTURBED
0 IRON IF O COPPER WIRE OR
S-IjCONDITIONS S DO NOTRALDLOW OTHE USE BE R e GV,,T SEE Q DINED 2. IRON RETAINING GLAND M.J. FAYPWC PRIOR TO PROVED BY COPPER CLAD STEEL SOIL.WHERE SOIL IS DEEMED
CO SEE HAFT UNSUITABLE BY THE FAYPWC MAY 6
OF THRUST BLOCKS. C900 OR RESTRAINT OR OTHER FORMS BACKFILLING. TRACING WIRE REQUIRED 2�24
FOR ALL NON-FERROUS PROJECT COORDINATOR , L G
0 - 10. ALL VERTICAL BENDS SHALL BE D.I.PIPE OF IRON RESTRAINT SHALL 7. RESTRAINT SYSTEMS MAY AUTHORIZED AREA SHALL BE
M RESTRAINED USING RESTRAINED NOT BE USED ON PVC PIPE. VARY BASED UPON THE PIPE(FROM VALVE BOX
c+� UNDERCUT AND MATERIAL WITH
�_ CONCRETE JOINT DUCTILE IRON PIPE. 1 3. PIPE GREATER THAN 12 INCH ENGINEERS'DESIGN AS TO VALVE BOX) SELECT BEDDING MATERIAL(SEE
> SHALL BE KEPT VALVE, FITTING DIAMETER SHALL REQUIRE SHOWN ON THE PLAN AND NOTE 3).
U ALL BEARING CLEAR OF PIPE OR DEAD END. j RESTRAINED JOINT PIPE FOR PROFILE SHEETS.
> SURFACES JOINTS(TYP.) C900 OR RESTRAIN M.J.JOINTS WITH IRON THE PROPER LENGTH. 8. GRIPPER RING AND FIELD LOK SHEET NUMBER
a SHALL BE AGAINST TAPPING SLEEVE D.I.PIPE 4. COMPACT FITTINGS ARE GASKETS ARE AN ACCEPTABLE
UNDISTURBED M.J.RESTRAINT RETAINING
Ir TEE CROSS AND VALVE GLANDS(TYP.)OR OTHER FORM OF ACCEPTABLE FOR USE WITH METHOD OF RESTRAINT ON
GROUND(TYP.) APPROVED D.I.RESTRAINT. IRON RETAINING GLAND M.J. DUCTILE IRON PIPE ONLY.
FAYETTEVILLE NO. DATE REVISION ALTERNATE FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION
CONCRETE THRUST BLOCK DETAIL PUBLIC WORKS COMMISSION RESTRAINT DETAIL PUBLIC WORKS COMMISSION WATER MAIN BEDDING DETAIL PUBLIC WORKS COMMISSION
6 N.T.S. 1 09/05 REVISED TABLE (DUCTILE IRON PIPE ONLY) 1 11/16/07 REVISED TABLE,ADDED NOTE 8 N.T.S. 11110I 1 01l01/17 REVISED NOTES
FAYETTEVILLE, N.C. N.r.s. FAYETTEVILLE, N.C. FAYETTEVILLE, N.C.
SHEET NO. DWG.NO. W.17 DWG.BY: FAYPWC V1/ATER RESOURCES 2 02/07 ADDED NOTES BAND 10 SHEET NO. DWG.NO. W 18 DWG.BY: FAYPWC WATER RESOURCES SHEET NO. �DATE:
WG.NO. W.19 DWG.BY: FAYPWC WATER RESOURCES 2 07/01/13 REVISED NOTE RE:TRACER WIRE
a 10F1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 07/13 ADDED TAPPING SLEEVE AND 10F1 DATE: JAN.01,2024 APPROVEDBY: M.M.M. ENGINEERING DEPARTMENT 10F1 JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT C - 6m3
g VALVE DETAIL
a W17-THRUSTBLOCK.dwg W18-RESTRAINT-DETAIL.dwg W19-WATER-BEDDING.dwg