SW6240606_Plansheet - Misc. Detail_20240830 (5)

1. ALL SEWER MAINS,LATERALS,AND APPURTENANCES SHALL BE INSTALLED AND TESTED IN PIPE SIZES MANHOLE SIZE MIN.WALL THICKNESS MIN.REINF.STEEL MIN.BASE THICKNESS PIPE SIZES MANHOLE SIZE MIN.WALL THICKNESS MIN.REINF.STEEL MIN.BASE THICKNESS 4Dsite
NOTES: DOES NOT ALLOW,THEN INSTALL AS DIRECTED BY FAYPWC.
21"AND LESS 48"DIAMETER 5" ASTM A-1064 0.12 SQ./IN. 6" 21"AND LESS 48"DIAMETER 5" ASTM A-1064 0.12 SQ.lIN. 6" ■
ACCORDANCE WITH FAYETTEVILLE FAYPWC STANDARDS. 11. CONTRACTOR SHALL ABANDON('KILL-OUT')ANY EXISTING SEWER SERVICES THAT WILL NOT BE 1. MANHOLE SHALL BE IN ACCORDANCE WITH FAYPWC
UTILIZED BY UNCOVERING THE EXISTING LATERAL AT THE MAIN,CUT AND PLUG AT BOTH ENDS, 24"-36" 60"DIAMETER 6" ASTM A-1064 0.15 S ./iN. 8" _sT `� 24"-36" 60"DIAMETER 6" ASTM A-1064 0.15 S .AN. 8" sT `� STANDARDS,SEE MANHOLE DETAIL FOR ADDITIONAL 6. 5'DIA.MANHOLES REQUIRED FOR ALL DROPS 6"AND
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO REMOVE THE EXISTING CLEANOUT AND COMBINATION,AND PLUG THE TAP OR TEE AT THE MAIN. 42" 72"DIAMETER T' ASTM A-1064 0.15 SQ./IN. 8" 42" 72"DIAMETER 7" ASTM A-1064 0.15 SQ.IIN. 8" " INFORMATION. GREATER IN DIAMETER,AND WHEN 3 OR MORE 4 LATERALS solutions
CONSTRUCTION. FOR LATERALS THAT CONNECT TO A MANHOLE AND ARE TO BE ABANDONED("KILLED-OUT-),THE 2. ALL PVC FITTINGS FOR DROP STRUCTURE SHALL BE SDR35 ENTER MANHOLES WITH 4"INTERIOR DROPS.NO MORE
LATERAL SHALL BE REMOVED FROM THE MANHOLE AND THE REMAINING VOID IN THE MANHOLE MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE FAYPWC RING AND COVER. MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE FAYPWC RING AND COVER. NEW SANITARY A PVC WITH SOLVENT WELD JOINTS. THAN FOUR 4"INTERIOR DROPS ARE ALLOWED IN A 5'
3. CONSTRUCTION STAKING IS REQUIRED FOR ALL FAYPWC WATER AND SEWER UTILITY SHALL BE FILLED WITH BLOCK AND MORTAR. NOT ACCEPTABLE ON MANHOLES LESS THAN W DIAMETER. SEE DETAIL(2 TYPES OF RING NOT ACCEPTABLE ON MANHOLES LESS THAN W DIAMETER. SEE DETAIL(2 TYPES OF RING PIPE 3. MANHOLES GREATER THAN 12'IN DEPTH SHALL HAVE MANHOLE civil engineering I land surveying
INSTALLATIONS.CUT SHEETS,SIGNED AND SEALED BY A NC PLS,SHALL BE PROVIDED TO THE �� MINIMUM 8"EXTENDED BASE. 7. NO MORE THAN 4,FOUR INCH LATERALS OR 3,SIX INCH
FAYPWC WATER RESOURCES ENGINEERING DEPARTMENT AND THE CONTRACTOR IN ADVANCE 12. SEWER PLUGS SHALL BE INSTALLED TO ELIMINATE ANY DEBRIS OR OTHER MATERIAL FROM CAST IRON FRAME AND AND COVER APPV'D) CAST IRON FRAME AND AND COVER APPV'D) A - /I 4. DROP STRUCTURE SHALL BE PLACED WHERE SEWER MAIN LATERALS SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE. 4O9 CITICagO Drive,Suite 112,Fayetteville,NC 28306
OF CONSTRUCTION FOR FAYPWC WATER AND SEWER UTILITIES. ENTERING THE ACTIVE SEWER SYSTEM.UPON ACCEPTANCE OF THE NEW SEWER SYSTEM,THE COVER SEE DETAIL COVER SEE DETAIL / OR LATERAL VERTICAL DROP BETWEEN INVERTS EQUALS OR NO MORE THAN 2 LATERALS(REGARDLESS OF SIZE)SHALL office 910-426-6777 fax [phone] license number I C-2354
CONTRACTOR SHALL CLEAN THE NEW MAINS,REMOVE ALL DEBRIS,AND THEN REMOVE THE / / EXCEEDS 2.50'.SEE PIPE SLIDE DETAILS FOR DROPS LESS ENTER ALL OTHER 4'DIAMETER MANHOLES.ALL LATERALS
4. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND SEALED CUT SHEET ON THE JOB PLUG. GRADE RING MAX.(3)4",(2)6" GRADE RING MAX.(3)4",(2)6" 1"x1/8"STAINLESS THAN 2.59 VERTICAL SEPARATION. SHALL HAVE AN INDIVIDUAL TROUGH.F DIAMETER wwwADsitesolutions.com
SITE.CONSTRUCTION ON FAYPWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL THE MAX.(3)4", (2)6",OR I OR(1)2".SEE NOTE 13. MAX.(3)4", (2)6",OR OR(1)2".SEE NOTE 13. STEEL STRAP 5. DROP STRUCTURE MANHOLE SHALL BE A MINIMUM OF S MANHOLES SHALL BE USED IF THE ABOVE CONDITIONS ARE
FLEXIBLE BUTYL RESIN FLEXIBLE BUTYL RESIN
CONTRACTOR POSSESSES,ON SITE,A SIGNED AND SEALED CUT SHEET FROM THE 13. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE, X y (1)2"GRADE RINGS MANUFACTURER ~ DIAMETER.DROP ST
PROFESSIONAL LAND SURVEYOR. IN ACCORDANCE WITH FAYPWC REQUIREMENTS. ¢ SEALANT OR RUBBER GASKET j (1)2"GRADE RINGS SEALANT OR RUBBER GASKET MANUFACTURER PLAN AGAINST WALL OF MANHOLE AS SHOWN.INSTALLED F THE GRADE THE SHELF.
LATERAL INVERT SHALL BE AT THE TOP OF
� SEE NOTE 13. INSTALLED POLY � SEE NOTE 13. INSTALLED POLY
JOINT. - JOINT.
C O
PROPYLENE COATED PROPYLENE COATED SDR-35 PVC SWTEE
5. ALL NEW WATER AND SEWER MAINS,LATERALS,AND APPURTENANCES SHALL BE TESTED 14. ALL WORK ON FAYPWC SEWER UTILITIES(MAINS,LATERALS,ETC)SHALL BE PERFORMED BY A Q o ¢ o C .T-;i B. NO MORE THAN 5 LATERALS SHALL ENTER A 10. CONNECTIONS TO EXISTING MANHOLES
AND/OR DISINFECTED IN ACCORDANCE WITH FAYETTEVILLE FAYPWC STANDARDS PRIOR TO LICENSED UTILITY CONTRACTOR.THE FAYETTEVILLE PUBLIC WORKS COMMISSION SHALL 24" STEP OVER INVERT 24„ STEP OVER INVERT is it
I I F DIAMETER TERMINAL MANHOLE. SHALL HAVE CORE AND"BOOT"ONLY
U JOINT OUT SEE STEP DETAIL. ECCENTRIC REDUCER U JOINT OUT SEE STEP DETAIL. ECCENTRIC REDUCER FLEXIBLE BOOT CONNECTED TO � UNLESS APPROVED OTHERWISE BY
PLACING INTO SERVICE. OBSERVE AND APPROVE ALL WORK FA FAYPWC SEWER UTILITIES.ALL WORK SHALL BE �C - SEAL INSIDE AND OUTSIDE OF �C - SEAL INSIDE AND OUTSIDE OF
COMPLETED IN ACCORDANCE WITH FAYPWC REQUIREMENTS. ?¢ W SEALER JOINT WITH FAST SET MORTAR ?¢ W SEALER MANHOLE WITH SANITARY SEWER 9. FLEXIBLE BOOT SHALL BE CONNECTED TO
F JOINT WITH FAST SET MORTAR FAYPWC PROJECT COORDINATOR.
6. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION WITH THE FAYETTEVILLE FAYPWC �� j Z U Z EXPANSION RING ® MANHOLE WITH STAINLESS STEEL
PROJECT COORDINATOR. 15. SEPARATION REQUIREMENTS: 4 4 ❑W SMOOTH FINISH 0 W SMOOTH FINISH , EXPANSION RING.FLEXIBLE BOOT 11. ALL MANHOLES SHALL BE VACUUM ��1"I"I�
W U QQ W U NON-SHRINK GROUT SEAL `
A. LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST N e U N-v U CONNECTORS SHALL CONFORM TO ASTM TESTED IN ACCORDANCE WITH FAYPWC ``�``,`
7. ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICE SHALL HAVEAN INTERIOR LINING OF 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER MAIN/LATERAL,UNLESS LOCAL W W G-923SPEC. STANDARDS. ,(r R
SDR-26 PVC �` \ •••••• '�
PROTECTO 401 OR APPROVED EQUAL. CONDITIONS OR BARRIERS PREVENTG A 10-FOOT LATERAL SEPARATION-IN WHICH CASE: LIFT HOLES THAT EXTEND THRU THE JOINT SEALER LIFT HOLES THAT EXTEND THRU THE JOINT SEALER N� • ••• ��
WALL SHALL BE SEALED WITH ° WALL SHALL BE SEALED WITH o 6"MIN 12"MAX. ♦� O •�`'SS�O•• ��
8. ALL NEW MANHOLES ARE TO BE VACUUM-TESTED IN ACCORDANCE WITH FAYETTEVILLE FAYPWC 1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH,WITH THE ELEVATION OF THE BOTTOM SW TEE ♦ O`
Z NON-SHRINK GROUT.LIFT HOLES THAT I Z NON-SHRINK GROUT.LIFT HOLES THAT I FOR TRANSITION FROM DI TO PVC
STANDARDS. OF THE WATER MAIN AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER NOTE:UTILIZE SDR-35 SW PVC 1/I BEND FOR SDR-35
MAIN/LATERAL;OR g HAVE PVC CAPS THAT DO NOT EXTEND HAVE PVC CAPS THAT DO NOT EXTEND USE A C-900 BELL xSDR-35 SPIGOT(OR FORCE MAINS,UNLESS OTHERWISEAPPROVED = i Q
9. CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED DURING o THRU THE WALL SHALL NOT REQUIRE o THRU THE WALL SHALL NOT REQUIRE BELL)GASKETED ADAPTOR. 12" 12"MIN. BYFAYPWC. NOTE:UTILIZE
b 48"MIN. SEAL LIFT HOLES b 48"MIN. SEAL LIFT HOLES GROUT SEALED SEA
CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL SEWER MAIN AND LATERAL !I.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER MAIN/LATERAL WITH THE SEE CHART GROUT SEALANT. SEE CHART GROUT SEALANT. SDR-35 SW PVC
BREAKS TO THE FAYPWC PROJECT COORDINATOR.THE CONTRACTOR SHALL INITIATE IMMEDIATE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH AND WITH 'a 'v COMPACTED NO.57 OR NO.5 1/4 BEND FOR 0274
REPAIRS IN ACCORDANCE WITH FAYPWC STANDARDS. THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18-INCHES ABOVE THE STONE FROM UNDISTURBED SOIL FORCE MAINS,
' / FORCE �
CONC.BRICK AND MORTAR INVERT CONC.BRICK AND MORTAR INVERT TO SPRING-LINE OF PIPE AS UNLESS
TOP OF THE SEWER MAIN/LATERAL. - --�� yi
10. TRANSFER OF SEWER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS: 12"MIN. SEE NOTE 5 FOR PLACED IN FIELD TO 314 HEIGHT OF 12"MIN. SEE NOTE 5 FOR PLACED INFIELD TO 3/4 HEIGHT OF DIRECTED BY FAYPWC PROJECT fi� OTNERWISE �
A.INSTALL AND TEST NEW MAINS,MANHOLES,AND LATERALS.CLEANOUTS SHALL B. CROSSING A WATER MAIN OVER A SEWER:WHENEVER IT IS NECESSARY FORA WATER MAIN TO FLEX.BOOT OUTLET PIPE.CEMENT MORTAR FOR J FLEX.BOOT OUTLET PIPE.CEMENT MORTAR FOR COORDINATOR. / APPROVED BY :'�G l NE •� ♦`
BE INSTALLED 18"INSIDE RM UNLESS OTHERWISE DIRECTED BY PWC. CROSS OVER A SEWER MAIWLATERAL,THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION Ul CONNECTOR BRICK WORK SHALLL BE IN I' y CONNECTOR BRICK WORK SHALLL BE IN j 'MIN. / FAYPWC. �� ••••••••••• `��
THAT THE JOINT SEALER JOINT SEALER J V V
B.
FITr NGS AS DITRECTED BY FAYPWC. LATERAL UTILIZING THE NECESSARY MAINlLATERBOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER WAL. T ' ACCORDANCE WITH ASTM C-270,TYPE M. ACCORDANCE WITH ASTM C-270,TYPE M. 1"x1/B"STAINLESS STEEL STRAPS CONFORMING 70 SDR-26 PVC USE A C-900 BELL x SDR 35 SPIGOT ''�� ��/
C.AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN,THE r (SEE PWC DETAIL S.4.) Q r , (SEE PWC DETAIL S.4.) THE PIPE ANCHORED WITH 3/8"DIA z 5"STAINLESS
EXISTING SEWER SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH C. CROSSING WATER MAIN UNDER SEWER:WHENEVER IT IS NECESSARY FORA WATER MAIN TO > I� j o SEAL AROUND PIPE > j\ i o SEAL AROUND PIPE STEEL ANCHOR BOLTS AND WEDGE ANCHORS.2 (OR BELL)GASKETED ADAPTOR.
FAYPWC REQUIREMENTS. CROSS UNDER A SEWER MAIN/LATERAL,A MINIMUM OF 18-INCHES OF SEPARATION SHALL BE REINFORCING. SEE CHART ABOVE SEE SHELF DETAIL REINFORCING. SEE CHART ABOVE I SEE SHELF DETAIL STRAPS MINIMUM,STRAPS SHALL BE'OC
PROVIDED.BOTH THE WATER MAIN AND THE SEWER MAIN/LATERAL SHALL BE CONSTRUCTED MAXIMUM PLACE STRAPS WITHIN V OF TEE AND FLEXIBLE BOOT ,1�� I1 •,��
OF DUCTILE IRON MATERIAL AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A SEE CHART -SEE NOTE 3 SEE CHART f-SEE NOTE 3 WITHIN T OF 114 BEND.ALL OTHER STRAPS SHALL v v
DISTANCE OF 10-FEET ON EACH SIDE OF THE POINT OF CROSSING,A SECTION OF WATER MAIN ° ° BE T OC.
6"MIN.COMPACTED NO.57 \ 6"MIN.COMPACTED NO.57 SDR-ze
PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. �, FLEXIBLE EPDM RUBBER !. FLEXIBLE EPDM RUBBER I 04
D. CROSSING STORM DRAINAGE LINES:A MINIMUM OF 24-INCHES OF VERTICAL CLEARANCE SHALL STONE �\ /' BOOT STONE BOOT -�. SS STRAPS
BE MAINTAINED BETWEEN A SEWER MAIWLATERAL CROSSING UNDER A STORM DRAINAGE LINE �91 I SANITARY SEWER(OUT) SANITARY SEWER(OUT) ---
UNLESS DUCTILE IRON PIPE IS USED.IF DUCTILE IRON PIPE IS USED,A MINIMUM OF SIX(6) `\ \ SDR35 SW PVC 1/4 BEND TOWARD INVERT-,------,, - SW 1/4 BEND
INCHES OF SEPARATION SHALL BE MAINTAINED,UNLESS OTHERWISE APPROVED BY FAYPWC. \ _ OUT.BEND SHALL BE PLACED ON TOP OF SDR-35 REVISIONS
UNDISTURBED SUBGRADE �f NO.57 STONE UNDISTURBED SUBGRADE �f NO.57STONE SHELF.CONSTRUCT TROUGH ON TOP OF I.-- -
SEAL ANNULUS AROUND PIPE AT SEAL ANNULUS AROUND PIPE AT SHELF TO DIRECT DISCHARGE IN THE
ENTRANCE WITH NON-SHRINK I ENTRANCE WITH NON-SHRINK I DIRECTION OF FLOW.
GROUT. GROUT.
SECTION"A-A"
GENERAL NOTES FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION
PUBLIC WORKS COMMISSION STANDARD MANHOLE PUBLIC WORKS COMMISSION STANDARD MANHOLE PUBLIC WORKS COMMISSION INTERIOR DROP STRUCTURE PUBLIC WORKS COMMISSION
SANITARY SEWER UTILITY N.T.S. N.T.S.
FAYETTEVILLE, N.C. 1 01/18 ADDED NOTES 5,8 FAYETTEVILLE, N.C. 1 02/07 CREATED S.2A ADDED NOTES 13-17 FAYETTEVILLE,N.C. 1 02/07 CREATED S.2A ADDED NOTES 13-17 SEWER MAINS AND LATERALS FAYETTEVILLE, N.C. 4 11/08 REVISED FITTING MATERIAL
SHEET NO. DWG.NO. $, DWG.BY: FAYPWC WATER RESOURCES 2 O6/21 ADDED NOTES 1-8 AND RENUMBERED SHEET NO. DWG.NO. S 2 DWG.BY: FAYPWC WATER RESOURCES 2 07/13 ADDED SHEET 2 OF 2 SHEET NO. DWG.NO. S 2 DWG.BY: FAYPWC WATER RESOURCES 2 07/13 ADDED SHEET 2 OF 2 DWG.NO. S,5 DWG.BY: FAYPWC 5 07/12 REVISED NOTES 5,6,AND
SHEET NO. WATER RESOURCES HUB ON INVERT
1 OF 1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 11123 REVISED NOTE 15 1 OF 2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 01/01/24 CLARIFIED NOTES REGARDING 1 OF 2 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 01/01/24 CLARIFIED NOTES REGARDING 1 OF 1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 6 07/14 ADDED FORCE MAIN NOTE
MORTAR FOR BENCH AND INVERT. MORTAR FOR BENCH AND INVERT.
S1-SEWER-NOTES.dwg S2-STANDARD-MANHOLE.dwg S2-STANDARD-MANHOLE.dwg S5-DROP-MH.dwg
23-1/2" NOTES: NOTES: WATER MAIN 10'MINIMUM HORIZONTAL
_ 1. DETAIL TO BE USED IN PAVED AREAS ONLY.ALL OTHER 1. COPOLYMER POLYPROPYLENE PLASTIC STEP SEWER LATERAL NOTES 19 MINIMUM HORIZONTAL EXISTING GAS SEPARATION BETWEEN WATER
MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL S.6, 112"GRADE 60 STEEL SHALL BE PLACED 16"OC IN ALL SEPARATION BETWEEN WATER AND SEWER OD TO OD.
3/4" UNLESS OTHERWISE APPROVED. STRUCTURES U DEPTH OR GREATER. AND SEWER OD TO OD. WATER MAIN
� REINFORCEMENT
2. STEPS SHALL BE INSTALLED BY EXISTING UNDERGROUND ELECTRIC
1N MINIMUM qq
1. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH SHELL CUTTER 13. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED U
I 2. MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST MANUFACTURER AND SHALL BE ALIGNED EXISTING STORM DRAIN
I OVER STRUCTURE INVERT OUT. NO HAMMER TAPS ALLOWED. CONCURRENTLY WITH SEWER MAIN. BETWEEN WATER AND SANITARY EXISTING GAS
I IRON CONFORMING TO ASTM SPEC.A48-83 CL 30/35 SEWER.IF THE WATER MAIN
3. DIMENSIONS SHOWN ARE TO CONVEY THE 2. LATERAL SHALL CONFORM TO ASTM SPECS.D-3034 SDR-26 UNLESS 14. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO ��TOLEVCLEANOUT SHALL BE SET
N RESPECTIVELY,MANUFACTURED BY SAME MANUFACTURER. CROSSES UNDER THE SEWER 3 EXISTING UNDERGROUND ELECTRIC
i FRAME A48-83,CL 30 DESIRED SIZE OF THE STEP AND OTHERWISE INDICATED AS DI. FLUSHING SANITARY SEWER MAINS. TO ELEVATION INDICATED
` 4" - ALL CASTINGS SHALL CONFORM TO THE SHAPE AND / BOTH SHALL BE DI. IF WATER
/ CONSTRUCTION MAY BE ACCEPTABLE 3. ALL PIPE AND FITTINGS SHALL BE 4"OR 6"UNLESS OTHERWISE 15. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED 8Y THE D ON PLANS. _
DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND PERFECT, I I I WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND, PROVIDED MATERIAL SUBMITTAL IS SPECIFIED. FAYPWC PROJECT COORDINATOR. MAIN IS EXISTING,ONLY MAKE --
SANITARY SEWER LATERAL I CROSSING IN ACCORDANCE WITH ry
APPROVED BY FAYPWC. 4. ALL DI PIPE SHALL HAVE AN INTERIOR LINING OF CERAMIC EPDXY 16. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A REQUIREMENTS FOR UNDERGROUND u
TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR 4. MATERIALS OF CONSTRUCTION AND METHOD (PROTECTO 401).THE ENTIRE DI LATERAL SHALL BE COMPRISED MANHOLE.
STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED. . SECTION"A-A" OF INSTALLATION SHALL BE IN ACCORDANCE OF DI PIPE AND MECHANICAL JOINT FITTINGS. 17. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR,STONE SEWER ELECTRICAL CROSSINGS. CROSSING IN ACCORDANCE WITH
MAIN REQUIREMENTS FOR UNDERGROUND
L 1S"MINIMUM SEPARATION
WITH OSHA STANDARDS AND ASTM C-078. 5. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED(SEE
3. CASTINGS SHALL Y-UNPAINTED AND SHALL HAVE THE INSTALLED. DETAIL SA 2)SOIL TO BOTTOM OF BEND. BETWEEN BOTTOM OF GAS AND ELECTRICAL CROSSINGS.
2-7/8" LETTERS"PWC-FAY-NC"AND"SANITARY SEWER"CAST INTO 1-1/8" SEWER 6. SANITARY SEWER LATERAL CLEANOUT STACK SHALL BE LOCATED 18. PVC COMBINATION SHALL BE A MOLDED WYE AND BEND, TOP OF SANITARY SEWER. /f-' CLEANOUT SHALL BE SET TO
COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE. 18"FROM WATER LATERAL LOCK VALVE WHEN IN THE SAME DITCH. GASKETED,SDR-26,AS MANUFACTURED BY HARCO,GPK,OR 24"MINIMUM SEPARATION EXISTING STORM DRAIN ELEVATION INDICATED ON PLANS.
BETWEEN BOTTOM OF STORM MAIN
COVER BACK COVER SECTION FRAME PLAN 4. MANHOLE RING AND COVER SHALL WITHSTAND H-20 7. INSTALLATION OTHER THAN AS SHOWN MUST BE APPROVED BY APPROVED EQUAL. AND TOP OF SANITARY 18"MINIMUM SEPARATION
THE FAYPWC. 19. SHALL
MORE THAN W FOUR-INCH LATERALS OR 3,SIX.INCH LATERALS 18"MINIMUM SEPARATION BETWEEN BOTTOM OF GAS AND
SEWER,OTHERWISE LATERAL
VEHICULAR TRAFFIC. ROCKING COVERS SHALL NOT BE 8. CONNECTIONS TO THE TOP OF MAIN SHALL NOT BE SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE. NO MORE THAN BETWEEN WATER AND SANITARY TOP OF SANITARY SEWER.
ACCEPTABLE. A ALLOWED,UNLESS OTHERWISE APPROVED BY THE 2 LATERALS(REGARDLESS OF SIZE)SHALL ENTER ALL OTHER 4' SHALL BE D.I. SEWER.IF THE WATER MAIN
FAYPWC PROJECT COORDINATOR. DIAMETER CROSSES UNDER THE SEWER BOTTOM OF STORM AND TOP OF
MANHOLES.ALL LATERALS SHALL HAVE AN INDIVIDUAL 24"MINIMUM SEPARATION BETWEEN
�1 rF1l2" 5. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5%RING _ SERRATED TREADS WIDE ENOUGH TO 9. THE DESIGN ENGINEER SHALL DETERMINE THE SLOPE TROUGH. 5'DIAMETER MANHOLES SHALL BE USED IF THE ABOVE BOTH SHALL BE DI. IF WATER
j 175LBS.,COVER 135LBS,UNIT 310LBS. STAND ON WITH BOTH FEET. AND DEPTH OF THE LATERAL BASED ON THE CONDITIONS ARE NOT MET. MAIN IS EXISTING,ONLY MAKE SANITARY SEWER,OTHERWISE
A TOPOGRAPHY OF THE LOT. 2 . ALL LATERALS(4"AND SHALL UTILIZE A 4"RISER(STACK) SANITARY SEWER LATERAL DI.
LATERAL SHALL BE D.I.
COVER 6. PERFORATED COVERS WILL NOT BE ALLOWED. � 10-3/4" - 10. LATERAL SHALL CONFORM TO 2%MINIMUM SLOPE 21 F. REFER TO DETAIL S.12 FOR SEPARATION REQUIREMENTS. WATER MAIN NOTES:
2"MIN. 12" - FOR 4"OR 1%MINIMUM SLOPE FOR 6".THE MAXIMUM 22. FOR SINGLE FAMILY RESIDENTIAL LOTS,CLEANOUT SHALL BE 10'MINIMUM HORIZONTAL EXISTING GAS 1. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN
_FE 3/4" AT FINAL LENGTH OF A SEWER LATERAL SHALL BE 60 FEET, LOCATED 18"FROM RIGHT-OF-WAY OR EASEMENT. FOR ALL SEPARATION BETWEEN WATER ACCORDANCE WITH STATE REGULATIONS AND FAYPWC
25
GRADE
PLAN VIEW
UNLESS OTHERWISE APPROVED BY FAYPWC. NON-SINGLE FAMILY LOTS CLEANOUT SHALL BE NO CLOSER THAN AND EWER D T D. REQUIREMENTS.PICK SLOT DETAIL � � 1 °D 23'75�I 12"MIN. �(i '�(\ 11. SEE INTERIOR DROP STRUCTURE OR SLIDE,MORTAR 10'TO FRONT OF BUILDING,UNLESS OTHERWISE APPROVED BY
- L °1 If 12.5" -. . ---i ` SLIDE AND SHELF DETAIL FOR VERTICAL DROPS OF FAYPWC. EXISTING UNDERGROUND ELECTRIC 2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. PROJECT NAME
� ��i � MAINS AND LATERALS.
4" 12. LATERALS LESS THAN 3'IN DEPTH OR GREATER THAN 20'DEPTH 18"MINIMUM SEPARATION CLEANOUT SHALL BE SET 3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL EXISTING
22" 2"MI SHALL UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC BETWEEN WATER AND SANITARY �TO ELEVATION INDICATED UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH CROSSING
EPDXY(PROTECTO 401),OR WHEN SEPARATION REQUIREMENTS SEWER.IF THE WATER MAIN I ➢ ON PLANS. PRIOR TO CONSTRUCTION OF LATERAL TO ENSURE PROPER
,'Y ti,� FRONT VIEW CANNOT BE MET. CROSSES UNDER THE SEWER CLEARANCES ARE MAINTAINED.
T a `,�-' BED OF CLEAN FRESH BOTH SHALL BE DI. IF WATER CROSSING IN ACCORDANCE WITH
MORTAR(TYP.) REQUIREMENTS FOR UNDERGROUND VILLAGE AT
-1/8" MAIN IS EXISTING,ONLY MAKE 4. ALL PIPE BEND LOCATIONS AND MAXIMUM NUMBER OF BENDS
31" 3-3/8" THE FOLLOWING TABLE SUMMARIZES THE MATERIALS TO BE UTILIZED FOR SEWER SANITARY SEWER LATERAL DI. I ELECTRICAL CROSSINGS. INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
! % ; CONCRETE COLLAR-PAVED AREAS ! 1-1/4" MAIN TO LATERAL CONNECTIONS: SD 18"MINIMUM SEPARATION COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING THE
N.THICKNESS 3,000PSI CLASS"A" PVC Main DI Main
BETWEEN BOTTOM OF GAS AND LATERAL FROM THE MAIN.
Y TOP OF SANITARY SEWER.
G CONCRETE COLLAR 3-6%AIR -----w---,-- DI Lateral DI fittin or a roved saddle MJ fittin or a roved saddle SEWER
MAIN 24"MINIMUM SEPARATION BETWEEN 5. ALL REQUIREMENTS INDICATED IN THE SEWER LATERAL NOTES AND
/; ENTRAINMENT ALL AROUND FRAME. PVC Lateral PVC fitting or approved saddle MJ fitting with transition gasket - DETAILS SHALL BE APPLICABLE. ROCKFISH
(/'!/ FRAME (WHEN UTILIZING CONCRETE GRADE or a roved saddle TOP OF STORM AND BOTTOM OF
RINGS THE CONCRETE COLLAR SHALL MANHOLE WALL NOTE:REFER TO FAYPWC TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. SANITARY SEWER,OTHERWISE 6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR ADDITIONAL
COVER A48-83,CL 35 EXTEND TO 2"MIN.BELOW THE TOP 5"MIN. EXISTING STORM DRAIN LATERAL SHALL BE D.I. INFORMATION WHEN CROSSING UNDERGROUND ELECTRICAL
COVER FACE OF CONE.) SIDE VIE W ISOMETRIC VIEW OF STEP PHASE V
FACILITIES.
STANDARD TRAFFIC AREA MANHOLE FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE NO. DATE REVISION FAYETTEVILLE SEWER LATERAL FAYETTEVILLE NO. DATE REVISION
STRUCTURE STEP SEWER LATERAL NOTES NO. DATE REVISION
RING AND COVER PUBLIC WORKS COMMISSION 1 o1/os CHANGED NON TRAFFIC DETAIL PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION UTILITY CONFLICT SEPARATION PUBLIC WORKS COMMISSION
N.T.S. (4-INCH AND 6-INCH) 3 01/13 REVISED NOTES AND ADDED TABLE REQUIREMENTS 1 11/06 ADDED NOTE ON DI LATERALS
N.T.S. Nqj FAYETTEVILLE, N.C. 2 07/06 DDED NOTE ON CONCRETE COLLAR FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. N.T.S. FAYETTEVILLE, N.C.
DWG.NO. S.7 DWG.BY: FAYPWC 3 02107 REMOVED NON TRAFFIC AREA AND DWG.NO. S,$ DWG.BY: FAYPWC DWG.NO. S.1 1 DWG.BY: FAYPWC 4 01/15 REVISED NOTE 22,TABLE DWG.NO. S.12 DWG.BY: FAYPWC 2 03/10 ADDED LATERAL AND WM SEPARATION VARIABLE LOT
SHEET NO. WATER RESOURCES REVISED NOTES sHEETNo. WATER RESOURCES sHEETNo. WATER RESOURCES SHEET NO. WATER RESOURCES
10F1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 10F1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1 OF DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 5 07/18 REVISEDNOTES6,9 10F1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 3 11/23 REVISED/CLARIFIED NOTES
4 07/08 REVISED ASPHALT THICKNESS
S7-RING-COVER.dwg SBSTEP.dwg Sl l-RESSLAT-NOTES.dwg 812-UTIL-CONFLICT.dwg
NOTES:
1. THE SELECT BEDDING MATERIAL SHALL BE WELL 4. SUITABLE SOIL BEDDING IS DEFINED AS"NATIVE"SOIL SHAPE FLOW CHANNEL TO SLOPE TOP OF CONCRETE
GRADED CRUSHED ROCK(NO.5OR NO.57 STONE)FOR EXCAVATED FROM THE TRENCH,FREE OF ROCKS, SLOPE TOP OF CONCRETE 314 HEIGHT OF OUTLET PIPE w SHELF(1:12 MIN./2:12 MAX.)
THE FULL WIDTH OF THE TRENCH. FOREIGN MATERIAL,AND FROZEN EARTH. SHELF(1:12 MINJ2:12 MAX.) S Z TOWARD TROUGH
SHAPE FLOW CHANNEL TO w TOWARD TROUGH Z OQ
314 HEIGHT OF OUTLET PIPE
2. SELECT BEDDING MATERIAL SHALL EXTEND TO 5. SUITABLE BEDDING MATERIAL SHALL EXTEND TO
UNDISTURBED TRENCH WALLS. UNDISTURBED TRENCH WALLS. v SLOPE
O
3. SELECT BEDDING MATERIAL SHALL BE PROPERLY 6. IF GROUND CONDITIONS WARRANT,IT MAY BE LL 4"LATERAL GROUND ELEV. 223.55 SEWER DETAILS
PLACED TO THE SPRING LINE OF THE PIPE FOR ITS NECESSARY TO BED DUCTILE IRON FORCE MAINS IN SEAL AROUND PIPE (LOCATION VARIES)
ENTIRE LENGTH. SELECT BEDDING MATERIAL(NO.5 OR NO.57 STONE)TO RING AND COVER AND STEPS -
THE SPRINGLINE OF THE PIPE. SUCH INSTALLATION ALIGN OVER INVERT OUT 4"TROUGH
SHALL BE AS DIRECTED BY THE FAYPWC PROJECT
COORDINATOR. I 8"OUT
RING AND COVER AND STEPS�9e
9 f STORM DRAINAGE
ALIGN OVER INVERT OUT \ I OR WATER MAIN
SLIDE DETAIL FOR LATERALS CROSSING
UNDISTURBED ! -\ ENTERING MANHOLE.
SOIL _ �'_I ALSO SEE DETAIL 8.4
f I
S�O'OF
f I +
f
UNDISTURBED 12"MIN.
SOIL 12"MIN.
NOTES: 7. MANHOLES GREATER THAN 12'IN CONSTRUCTION. 17. NO MORE THAN 4,FOUR INCH REQUIRED
8" 8" 1. MANHOLE AND CONNECTIONS DEPTH SHALL HAVE MINIMUM 6" 13. MANHOLE AND CONNECTIONS LATERALS OR 3,SIX INCH SEPARATION INV. 218.55
'MIN. MIN.-I SHALL BE IN ACCORDANCE WITH EXTENDED BASE. SHALL BE IN ACCORDANCE WITH LATERALS SHALL ENTER A4' MIN
t I FAYPWC STANDARD MANHOLE. 8. SEE STANDARD MANHOLE DETAIL FAYPWC STANDARD MANHOLE DIAMETER TERMINAL MANHOLE. 2% CLIENT
i DIA.l2 2. BRICK USED FOR INVERT AND FOR ADDITIONAL REQUIREMENTS. DETAIL. NO MORE THAN 2 LATERALS
SHELF CONSTRUCTION SHALL BE 9. MORTAR SLIDE SHALL BE USED 14. THE MINIMUM SLOPE ACROSS THE (REGARDLESS OF SIZE)SHALL3
4"MIN SUITABLE SOIL +
NCDOT STANDARD CONCRETE FOR LESS THAN 1 FOOT INVERT OF THE MANHOLE SHALL ENTER ALL OTHER 4'DIAMETER
.(MIN.4") ! BEDDING FROM TRENCH 216.90
SELECT BEDDING MATERIAL �7' i EXCAVATION JUMBO BRICK,MEETING SEPARATION BETWEEN INVERT BE 1%,UNLESS OTHERWISE MANHOLES.ALL LATERALS SHALL VERTICAL BEND
(SEE NOTE 1) } ----- -------------� GRADE J-11 0 LBS/C .FT.ABSORPTION OUT AND INVERT OF INCOMING APPROVED BY FAYPWC. HAVE AN INDIVIDUAL TROUGH ELEV: 216.90
(SEE NOTE 4) LESS THAN 10 LBS/CU.FT. PIPE. 15. WHEN EXTENDING IN FUTURE, UNLESS THEY HAVE A SLIDE TR SIDS MILL
J 3. MATERIAL USED TO SEAL AROUND 10. PIPE SLIDE REQUIRED WHERE CONNECT TO EXISTING MANHOLE DROP STRUCTURE. 5'DIAMETER
PIPE SHALL BE NON-SHRINK VERTICAL SEPARATION BETWEEN PER FAYPWC STANDARDS. MANHOLES SHALL BE USED IF THE 1 4+20 T
SUBBASE SHALL BE UNDISTURBED I GROUT. PIPE INVERTS IS GREATER THAN 1' 16. THE LATERAL INVERT SHALL BE AT ABOVE CONDITIONS ARE NOT MET.
I�PIPE DIA. CONTINUOUS 12 GA.SINGLE SUBBASE SHALL BE TOP: 223.55
SOIL.WHERE SOIL IS DEEMED 4. MANHOLE SHALL BE AND LESS THAN T EQUAL TO 2.5'. THE TOP S,SHELF. W TERMINAL 18. EN MORE THAN 5 LATERALS SHALL PROPERTIES, L L C
STRAND COATED COPPER WIRE UNDISTURBED SOIL.WHERE INV: 218.55
UNSUITABLE BY THE FAYPWC SOIL IS DEEMED UNSUITABLE CONSTRUCTED OF PRECAST 11. INTERIOR DROP STRUCTURE MANHOLES,THE CROWN OF THE ENTER A 5'DIAMETER MANHOLE.
OR COPPER CLAD STEEL TRACING CONCRETE. FIBERGLASS REQUIRED WHERE VERTICAL LATERAL SHALL BE NO LOWER 19. USE OF TEE-WYES ON LATERALS IS NOTE•
PROJECT COORDINATOR
AUTHORIZED AREA SHALL BE WIRE REQUIRED FOR ALL BY THE FAYPWC PROJECT MANHOLE IS NOT ACCEPTABLE. SEPARATION BETWEEN INVERTS THAN THE CROWN OF THE NOTALLoweD. 1. VERTICAL BEND TO BE POSITIONED ALONG LATERAL SUCH
NON-FERROUS PIPE(REFER TO COORDINATOR AUTHORIZED 5. MANHOLE MEETS ALL EXCEEDS 2.59. SEE INTERIOR OUTGOING SEWER MAIN,UNLESS THAT TARGET ELEVATION AT PIPE CROSSING AND INVERT
UNDERCUT AND BACKFILLED WITH AREA SHALL BE UNDERCUT
SELECT BEDDING MATERIAL. FORCE MAIN SPECIFICATION, REQUIREMENTS OF ASTM C478. DROP STRUCTURE DETAIL. OTHERWISE APPROVED BY AT CLEANOUT ARE ACHIEVED.
GRAVITY PIPING F
AND/OR AS DIRECTED BY FAYPWC FORCE MAIN AND BACKFILLED WITH 6. CONCRETE IS MINIMUM 4,000PSI 12. VERIFY SLIDE INSTALLATION WITH FAYPWC. 2. DEGREE OF VERTICAL BEND TO BE DETERMINED IN ORDER
PROJECT COORDINATOR) PIPING SELECT BEDDING MATERIAL COMPRESSIVE STRENGTH. PROJECT COORDINATOR PRIOR TO TO ACHIEVE TARGET ELEVATIONS.
(SEE NOTE 6).
SEWER BEDDING FAYETTEVILLE NO. DATE REVISION TERMINAL MANHOLE FAYETTEVILLE NO. DATE REVISION NTS
N.T.S. PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION
1 01/01/05 REVISED NOTES N.T.S.
FAYETTEVILLE, N.C. � FAYETTEVILLE, N.C.
DWG.NO. S.13 DWG.BY: FAYPWC 2 01/01/16 REVISED NOTES DWG.NO. S 20 DWG.BY: FAYPWC WATER RESOURCES 8000 Corporate Center Drive
SHEET NO. WATER RESOURCES SHEET NO.
1 OF DATE: JAN.01,2024 APPROVEDBY: M.M.M. ENGINEERING DEPARTMENT 1OF1 DATE: JAN.01,2024 APPROVED BY: M.M.M. ENGINEERING DEPARTMENT 1 TYPICAL SEWER LATERAL VERTICAL BEND
Charlotte, North Carolina 28226
S13-SEWER-BEDDING.dwg S20-TERMINAL-MANHOLE.dwg Phone: [phone]
PROJECT INFORMATION
DESIGNED BY: CALEB
DRAWN BY: CALEB
CHECKED BY: SCOTT
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PROJECT NUMBER: 2050
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DRAWING SCALE
0
NOT TO SCALE
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0
DATE RELEASED
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MAY 6, 2024
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SHEET NUMBER
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0
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N
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O - 604
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