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DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8
<br />MOVE FENCE OR
<br />REMOVE TREE IF
<br />MORE THAN 20%
<br />OF A TREE'S MOVE FENCE OR
<br />CRITICAL ROOT REMOVE TREE
<br />ZONE IS
<br />UNPROTECTED
<br />TREE _
<br />PROTECTION .
<br />FENCE TE ED A 1/
<br />... - - - - -_ / III
<br />SCI lyoic Rl� L �Jl��f
<br />- I !
<br />CONSTRUCTION AREA
<br />'X RETAIN
<br />z 10' MAX.
<br />METAL OR
<br />WOOD POSTS
<br />TREE PROTECTION FENCING
<br />SCALE: N.T.S.
<br />MATCH EXISTING
<br />PAVEMENT SECTION
<br />2" S9.5B SURFACE 4" B25 -B BINDER
<br />COURSE COURSE
<br />TRENCH WIDTH 1' -0"
<br />(MIN.) (MIN.)
<br />TACK COAT
<br />SAW CUT
<br />PAVEMENT
<br />EDGE
<br />EXIST.
<br />PAVEMENT
<br />SCALE: N.T.S. 0000 /DIV- 02/02520A27.DWG
<br />BACKFLOW ASSEMBLY MUST
<br />BE USC- FCCCHR & ASSE APPROVED MUST BE OUTSIDE STEM AND
<br />(DETECTOR ASSY. FOR FIRE LINE INSTALLATIONS) I� YOKE RESILIENT SEAT GATE
<br />Jj VALVES FOR FIRE LINE.
<br />INSTALLATIONS
<br />LINE MUST BE _\
<br />UNBRANCHED AND
<br />UNOBSTRUCTED
<br />FLOW
<br />D.I.P. ON
<br />INSTALLATIONS SEE
<br />GREATER THAN 3" SE 12 NOTE 1
<br />(COPPER IF t= 3 ") NOTE 3 CLEARANCE
<br />MIN.
<br />f GRADE
<br />r �f8
<br />I MIN.
<br />CONCRETE PAD
<br />PLASTIC SHEET
<br />THRUST BLOCK OR
<br />METER TO BE LOCATED RESTRAINED JOINT AND RODDED
<br />THIS SIDE, IN R+W
<br />NOTES:
<br />1. CONCRETE SUPPORT BLOCK REQUIRED ON 2 112` & LARGER BACKFLOW
<br />PREVENTERS
<br />2. THE DEVICE MUST BE INSTALLED WITH MINIMUM HORIZONTAL
<br />CLEARANCES OF 30" FOR SIDE WITH TEST COCKS AND 8" FOR BACK SIDE
<br />(NIA WITH REMOVABLE BOX OR PANELS)
<br />3. ASSEMBLY IS NOT COMPLETE UNLESS ALL TEST COCKS ARE INSTALLED KPK
<br />PER MANUFACTURERS SPECIFICATIONS
<br />4. ASSE 106D ENCLOSURE REQUIRED FOR ALL BACKFLOW ASSEMBLIES KPK
<br />rev description app'd date
<br />10 REDUCED PRESSURE BACKFLOW PREVENTER
<br />C4.1/SCALE: N.T.S.
<br />A PRE - CONSTRUCTION CONFERENCE MUST
<br />BE HELD WITH THE ENGINEER BEFORE ANY
<br />SITE WORK BEGINS. A LANDSCAPE
<br />PROTECTION SUPERVISOR WHO IS
<br />REGISTERED MUST BE PRESENT ON SITE AT
<br />ALL TIMES WHEN THE FOLLOWING ACTIVITIES
<br />ARE TAKING PLACE: CLEARING, GRUBBING,
<br />EXCAVATION, GRADING, TRENCHING, MOVING
<br />OF SOIL, INSTALLATION AND REMOVAL OF
<br />TREE PROTECTION FENCING, AND THE
<br />DELIVERY, TRANSPORTING AND PLACEMENT
<br />OF CONSTRUCTION MATERIALS AND
<br />EQUIPMENT.
<br />TREE PROTECTION NOTES:
<br />1. ANY TREE ROOTS EXPOSED BY
<br />CONSTRUCTION SHALL BE SEVERED CLEANLY
<br />WITH A PRUNING TOOL.
<br />2. DO NOT DISPOSE OF ANY CHEMICALS
<br />OR REMOVE SOIL OUTSIDE THE AREA OF
<br />WORK.
<br />3. WHEN INSTALLING NEW LANDSCAPE
<br />PLANTS, DO NOT DRIVE EQUIPMENT UPON
<br />OR WITHIN THE CRITICAL ROOT ZONE OF
<br />EXISTING TREES.
<br />CONSTRUCTION SEQUENCE:
<br />1. OBTAIN APPROPRIATE PERMITS.
<br />2. HOLD PRE - CONSTRUCTION CONFERENCE
<br />WITH LANDSCAPE PROTECTION
<br />SUPERVISOR, ARCHITECT OR ENGINEER.
<br />3. ERECT TREE PROTECTION FENCING.
<br />4. CLEAR AND GRUB TREES AND SHRUBS
<br />TO BE REMOVED.
<br />5. INSTALL SOIL AND EROSION CONTROL
<br />MEASURES.
<br />6. ROUGH GRADE SITE.
<br />7. EXCAVATE FOR FOOTINGS AND INSTALL
<br />UTILITIES.
<br />8. CONSTRUCT BUILDING.
<br />9. FINISH FINAL GRADING AND PAVING.
<br />10. REMOVE TREE PROTECTION FENCING.
<br />11. INSTALL LANDSCAPING (TO BE SHOWN
<br />ON LANDSCAPE PLAN).
<br />0000/ D I V -02 /0280OA01. D W G
<br />DRAIN@7 %MINIMUM
<br />SLOPE TO DAYLIGHT
<br />OR STORM DRAINAGE g
<br />j DOMESTIC WATER METER VAULT
<br />C4 -VSCALE: N.T.S.
<br />5-1 A' DRY BARREL HYDRANT,
<br />r P.E. X P.E. NIPPLE M1N 6" DIA PIPE
<br />�
<br />1III
<br />"YMEITA IT MIN
<br />1X" METER
<br />M.J. TEE>�
<br />36"
<br />PERPENDICULAR TO STREET
<br />4"
<br />r.f METER IWMIN
<br />2" METER
<br />R.E. X P.E.
<br />LL SS
<br />0 MINIMUM 72" FROM EDGE OF CURB
<br />NIPPLES
<br />T
<br />' KETER 2f' MIN
<br />p
<br />96"
<br />60'"
<br />` DISTRIBUTION MAIN
<br />6"
<br />4" METER
<br />108"
<br />12
<br />-
<br />g^
<br />(RESTRAINED JOINTS
<br />126"
<br />DOMESTIC METER BOX
<br />y
<br />5" STDRZ CONNECTION
<br />GATE VALVE" REURAINEDFLANGEO
<br />L7nuTYANCHOR97
<br />1 138"
<br />1 78"
<br />Z
<br />6"
<br />ITYPIGALI • UPLING ADAPTER
<br />+-
<br />)TYPICAL)
<br />163'"
<br />as
<br />60"
<br />6"
<br />HYDRANT
<br />TAMPED VALVE BOX BOTTOM
<br />SIDEWALK CURB &
<br />BACKFILL
<br />FLANGE �,-
<br />' '• •GATE '
<br />-
<br />F10DR
<br />❑ N
<br />�►
<br />I .
<br />SCREW TYPE C
<br />CONCRETE SLAB
<br />$TAN{3ARpVALVE BO
<br />ALL PIPING INTO
<br />VAULT SHALL BE
<br />TAM PED �-e ,'..'• °.:',• ;. ,
<br />30#
<br />BACKFILL
<br />�/
<br />`
<br />6" RESILIENT WEDGE
<br />FELT
<br />z
<br />RESTRAINED
<br />GATE VALVE
<br />n
<br />ATER
<br />COMPACTED BACKFILL
<br />OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT
<br />SCREW TYPE VALVE.
<br />`O
<br />t2"
<br />BO %BOTTOM
<br />(VARIABLE HEIGHT)
<br />RAWER
<br />ETER
<br />7Y
<br />MIN.
<br />4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED
<br />MAIN
<br />FLOW 1W
<br />5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE
<br />51 &" BRIDLE SS ROD WI COLLAR
<br />USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST
<br />CRUSHED STONE
<br />],► N
<br />BE A MINIMUM OF V FOR MAINS IT AND LARGER.
<br />UNDISTURBED EARTH
<br />(REQUIRED)
<br />6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS.
<br />LINK SEAL
<br />1 Added ref. to so", appllcaHonc KPK 1110117
<br />MIN. BEARING AREA 18" X 16"
<br />KPK
<br />HYDRANT LEG
<br />NOTES:
<br />Qf°
<br />OR600r
<br />ALL CONCRETE SHALL BE 3000 PSI MIN
<br />DISMAN LIN
<br />wSMANruN¢
<br />HYDRANTS SHALL BE MANUFACTURED BY CLOW (MEDALLION) OR AVK (SERIES 27
<br />Hrlls " gh
<br />NOSTALGIC) AND MEET AW WA 502 STANDARDS ALL HYDRANT VALVES SHALL BE
<br />P4 Box 429
<br />CONNECTION
<br />101 East Orange Street
<br />3.
<br />'xRNT
<br />Hillsborough, North Carolina 27278
<br />4.
<br />HYDRANT FLANGE SHALL BE INSTALLED BETWEEN 2" AND 6" ABOVE SURROUNDING
<br />FINAL GRADE
<br />•' SEE NOTE 7
<br />5.
<br />6.
<br />ALL CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48 CLASS 356
<br />GRAY CAST IRON
<br />a 67 5TONI,
<br />SLAM
<br />L40
<br />LIFTING
<br />LOCATION, WITH A MINIMUM BURY DEPTH OF 3' -6'
<br />8.
<br />NO MORE THAN ONE HYDRANT EXTENSION SHALL BE ALLOWED AND SHALL NOT'
<br />egMESS 0
<br />HANDLE
<br />(� II
<br />THE MANUFACTURER OF THE HYDRANT INSTALLED
<br />(SHOWN
<br />�EFNG�'
<br />_
<br />_ J
<br />❑
<br />A
<br />D
<br />A
<br />BROOM
<br />STANDARD VALVE
<br />BB 1(
<br />FINISH 5
<br />FINISHED GRADE
<br />EDGE
<br />-
<br />--mv,
<br />sn.
<br />MULTISEAL
<br />IN JOI
<br />9
<br />a
<br />g
<br />GATE
<br />[LATE
<br />VALVE
<br />VALVE
<br />RIS TRAINS
<br />7
<br />ALL PIPING iNTL1
<br />12- 4x4
<br />DISMANTLING
<br />4xy 1Y
<br />ME VAULT SHALL
<br />BE RESTRAINED
<br />TRAINER
<br />MIN. TEE JOINT
<br />'
<br />TEE MIN.
<br />FLO
<br />W ]I►
<br />LOOR DRAN
<br />WAEBRIS
<br />"-'
<br />METER I2 IN.
<br />SLOPE 20%TO
<br />'-
<br />MAIN
<br />SCREEN
<br />7TMINIMUMp67
<br />ST
<br />-•.• '.
<br />DRAIN@7 %MINIMUM
<br />SLOPE TO DAYLIGHT
<br />OR STORM DRAINAGE g
<br />j DOMESTIC WATER METER VAULT
<br />C4 -VSCALE: N.T.S.
<br />6 STANDARD FIRE HYDRANT INSTALLATION DETAIL
<br />4■ 1 SCALE: N.T.S. 0000 /HILLSBOROUGH /FIRE HYDRANT.DWG
<br />TAPPING VALVE
<br />5-1 A' DRY BARREL HYDRANT,
<br />r P.E. X P.E. NIPPLE M1N 6" DIA PIPE
<br />�
<br />1III
<br />PUMPER NOZZLE TO BE
<br />1X" METER
<br />M.J. TEE>�
<br />36"
<br />PERPENDICULAR TO STREET
<br />4"
<br />((RESTRAINED JOINTS)
<br />2" METER
<br />R.E. X P.E.
<br />LL SS
<br />0 MINIMUM 72" FROM EDGE OF CURB
<br />NIPPLES
<br />T
<br />INSERT
<br />y* OR IN INSERT TEE
<br />p
<br />96"
<br />60'"
<br />` DISTRIBUTION MAIN
<br />6"
<br />4" METER
<br />108"
<br />12
<br />48"
<br />g^
<br />(RESTRAINED JOINTS
<br />126"
<br />DOMESTIC METER BOX
<br />y
<br />5" STDRZ CONNECTION
<br />6"
<br />8" METER
<br />1 138"
<br />1 78"
<br />Z
<br />6"
<br />NEPTUNE
<br />HP TURBINE
<br />10" METER
<br />163'"
<br />as
<br />60"
<br />6"
<br />HYDRANT
<br />TAMPED VALVE BOX BOTTOM
<br />SIDEWALK CURB &
<br />BACKFILL
<br />FLANGE �,-
<br />' '• •GATE '
<br />GUTTER
<br />PAVEMENT
<br />VALVE
<br />MAIN
<br />SCREW TYPE C
<br />CONCRETE SLAB
<br />TAM PED �-e ,'..'• °.:',• ;. ,
<br />30#
<br />BACKFILL
<br />�/
<br />6" RESILIENT WEDGE
<br />FELT
<br />z
<br />VALVE BOX
<br />GATE VALVE
<br />n
<br />ADJUSTABLE HEIGHT BOX MANUFACTURED BY GENERAL FOUNDRIES.
<br />COMPACTED BACKFILL
<br />OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT
<br />SCREW TYPE VALVE.
<br />`O
<br />(TAMPED IN 6" LIFTS)
<br />BO %BOTTOM
<br />(VARIABLE HEIGHT)
<br />CONC- THRUST BLOCK
<br />$ " MIN. BRANCH PIPE
<br />4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED
<br />MAIN
<br />5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE
<br />51 &" BRIDLE SS ROD WI COLLAR
<br />USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST
<br />CRUSHED STONE
<br />VARIES
<br />BE A MINIMUM OF V FOR MAINS IT AND LARGER.
<br />UNDISTURBED EARTH
<br />(REQUIRED)
<br />6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS.
<br />GONG. THRUST BLOCKING USE SS RODS
<br />1 Added ref. to so", appllcaHonc KPK 1110117
<br />MIN. BEARING AREA 18" X 16"
<br />KPK
<br />HYDRANT LEG
<br />NOTES:
<br />Qf°
<br />1.
<br />ALL CONCRETE SHALL BE 3000 PSI MIN
<br />2.
<br />HYDRANTS SHALL BE MANUFACTURED BY CLOW (MEDALLION) OR AVK (SERIES 27
<br />Hrlls " gh
<br />NOSTALGIC) AND MEET AW WA 502 STANDARDS ALL HYDRANT VALVES SHALL BE
<br />P4 Box 429
<br />SECURED TO MAIN LINE BY SS RODS AND BOLTS AND RESTRAINED JOINTS
<br />101 East Orange Street
<br />3.
<br />CONCRETE PAD REQUIRED ON ALL VALVES OUTSIDE OF PAVED AREA
<br />Hillsborough, North Carolina 27278
<br />4.
<br />HYDRANT FLANGE SHALL BE INSTALLED BETWEEN 2" AND 6" ABOVE SURROUNDING
<br />FINAL GRADE
<br />919.732.1270
<br />5.
<br />SEE TOH SPECIFICATIONS FOR HYDRANT SPACING AND COLOR
<br />6.
<br />ALL CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48 CLASS 356
<br />GRAY CAST IRON
<br />7.
<br />HYDRANTS SHALL BE ORDERED FOR SPECIFIC BURY DEPTHS OF INTENDED
<br />LOCATION, WITH A MINIMUM BURY DEPTH OF 3' -6'
<br />8.
<br />NO MORE THAN ONE HYDRANT EXTENSION SHALL BE ALLOWED AND SHALL NOT'
<br />EXCEED 1 FT. ALL EXTENSIONS MUST BE FROM THE SAME MAKE AND MODEL OF
<br />THE MANUFACTURER OF THE HYDRANT INSTALLED
<br />6 STANDARD FIRE HYDRANT INSTALLATION DETAIL
<br />4■ 1 SCALE: N.T.S. 0000 /HILLSBOROUGH /FIRE HYDRANT.DWG
<br />TAPPING VALVE
<br />"A"
<br />r P.E. X P.E. NIPPLE M1N 6" DIA PIPE
<br />�
<br />1III
<br />WATER
<br />METER TYPE
<br />1X" METER
<br />M.J. TEE>�
<br />36"
<br />30"
<br />4"
<br />((RESTRAINED JOINTS)
<br />2" METER
<br />R.E. X P.E.
<br />LL SS
<br />30"
<br />NIPPLES
<br />T
<br />INSERT
<br />y* OR IN INSERT TEE
<br />3" METER
<br />96"
<br />60'"
<br />` DISTRIBUTION MAIN
<br />6"
<br />4" METER
<br />108"
<br />B0' M.J. ELBOW
<br />48"
<br />g^
<br />(RESTRAINED JOINTS
<br />126"
<br />DOMESTIC METER BOX
<br />PLAN
<br />NOTES:
<br />1. 12" CLEARANCE REQUIRED UNDER BFP ASSEMBLIES
<br />2, ASSE 1064 ENCLOSURE REQUIRED FOR BFV ASSEMBLIES
<br />3. ONLY APPUCABLE TO MAINS � 6 INCHES
<br />USC•FCCCHR & ASSE APPROVED REDUCED PRESSURE
<br />DETECTOR ASSEMBLY (RP•D)
<br />FIRE LINE
<br />A A
<br />L. -.. . ' 518" " METER TO BE PURCHASED FROM
<br />PE X P,E
<br />1 NIPPLE THE TOWN OF HILLSSOROUGH OR
<br />` PROVIDED BY BFFPP TO TOWN SPEC
<br />DOMESTIC SERVICE
<br />USC- FCCCHR & ASSE APPROVED
<br />SACKFLOW PREVENTER
<br />PROPERTY LINE (TYPE AS REQUIRED)
<br />SECTION A -A
<br />SEE RP OF
<br />BACKFLOW FOR FIRE LINE
<br />SCALE: N.T.S.
<br />0
<br />2
<br />Wd I dale
<br />UNDISTuRS
<br />SUBGRADE
<br />DIMENSION
<br />"A"
<br />"B"
<br />"C"'
<br />"D"
<br />WATER
<br />METER TYPE
<br />1X" METER
<br />48"
<br />36"
<br />30"
<br />4"
<br />NEPTUNE T -10
<br />2" METER
<br />54"
<br />42"
<br />30"
<br />4 "
<br />TRU /FLO
<br />COMPOUND
<br />3" METER
<br />96"
<br />60'"
<br />48"
<br />6"
<br />4" METER
<br />108"
<br />66'"
<br />48"
<br />g^
<br />6" METER
<br />126"
<br />72"
<br />54"
<br />6"
<br />8" METER
<br />1 138"
<br />1 78"
<br />60"
<br />6"
<br />NEPTUNE
<br />HP TURBINE
<br />10" METER
<br />163'"
<br />84"
<br />60"
<br />6"
<br />'MAXIMUM DEPTH IS 60 "; MIN. WALL THICKNESS 6" IN H -20 AREAS.
<br />NOTES:
<br />1. FLANGED BRONZE STRAINERS BY NEPTUNE SHALL BE INSTALLED IMMEDIATELY
<br />BEFORE ALL 2" AND LARGER METERS WITH APPROPRIATELY SIZED SPACER
<br />BETWEEN THE STRAINER AND METER
<br />2. A SEPARATE ABOVE GROUND BACKFLOW PREVENTION DEVICE IS REQUIRED PER
<br />TOH SPECIFICATIONS
<br />3- PIPING > 1" THROUGH VAULTS SHALL BE FLANGED OR RESTRAINED DUCTILE IRON
<br />OR COPPER (COMPRESSION JOINTSIFITTINGS)
<br />4. METERS SHALL BE PURCHASED THROUGH THE TOH
<br />5. 1-112"- 2- METER INSTALLATIONS SHALL USE A FORD 70 SERIES COPPERSETTER
<br />WITH BALL VALVE INLET AND OUTLET (OR EQUAL)
<br />6- HATCHES SHALL BE DOUBLE LEAF ALUMINUM DIAMOND PLATE H -20 RATED IN
<br />TRAFFIC AREAS (300 PSF NON- TRAFFIC AREAS) DESIGN WITH HINGED LOCKING
<br />SPRING LOADED DOORS WITH OPEN POSITION LOCK - HARDWARE TO BE STAINLESS
<br />STEEL. HATCH SIZES [r0 BE CENTERED OVER METER) ARE AS FOLLOWS:
<br />$.1. 1.5" METERS: 36"X 48"
<br />6.2. 2" METERS: 42" x 54-
<br />6.3. 3" AND 4" METERS: 60"X 6D'
<br />6.4. 8', 8-AND 10" METERS: 48'X 72" UNLESS CUSTOM SIZE MANDATED BY TOH
<br />7. TWO (2) 2" HOLES SHALL BE CUT NEAR HINGE AREA FOR RADIO READ
<br />DEVICES
<br />a- VAULTS SHOULD BE PROVIDED WITH STEPS OR A LADDER ACCESSIBLE FROM THE
<br />HATCH WITH THE HATCH PLACEMENT ALLOWING VIEWING AND REMOVAL OF THE
<br />METER..
<br />9�-
<br />LC
<br />'u �lal
<br />PLAN
<br />25" MIN.
<br />23 �$' MAX. 5�" MINIMUM
<br />7 Y2- V. Y"
<br />} MIN.
<br />25" MIN.
<br />33 Y4"
<br />SECTION A -A
<br />STANDARD MANHOLE COVER & FRAME
<br />28 114"
<br />261/4
<br />26"
<br />M1 4
<br />1 t,f 24"
<br />�I 3" 3 " I VERTICAL
<br />I� FACE OF COVER
<br />34"
<br />SECTION A -A
<br />NOTES: WATERTIGHT MANHOLE COVER & FRAME
<br />1. CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48,
<br />CLASS 35B GRAY CAST IRON
<br />2. MANHOLE FRAME & COVER TO BE H -20 LOAD RATED IN PAVED
<br />AREAS
<br />rev description
<br />7 MANHOLE RING & COVER GRADE ADJUSTMENT
<br />C4'/SCALE: N.T.S.
<br />■
<br />date
<br />2" hatch size & misc. dimensioning
<br />KPK
<br />MOM
<br />D
<br />PRECAST CONCRETE RING IN UNPAVED
<br />KPK
<br />1.4
<br />rev
<br />description
<br />app'd
<br />date
<br />9�-
<br />LC
<br />'u �lal
<br />PLAN
<br />25" MIN.
<br />23 �$' MAX. 5�" MINIMUM
<br />7 Y2- V. Y"
<br />} MIN.
<br />25" MIN.
<br />33 Y4"
<br />SECTION A -A
<br />STANDARD MANHOLE COVER & FRAME
<br />28 114"
<br />261/4
<br />26"
<br />M1 4
<br />1 t,f 24"
<br />�I 3" 3 " I VERTICAL
<br />I� FACE OF COVER
<br />34"
<br />SECTION A -A
<br />NOTES: WATERTIGHT MANHOLE COVER & FRAME
<br />1. CASTINGS SHALL BE MADE -IN -USA CONFORMING TO ASTM A48,
<br />CLASS 35B GRAY CAST IRON
<br />2. MANHOLE FRAME & COVER TO BE H -20 LOAD RATED IN PAVED
<br />AREAS
<br />rev description
<br />7 MANHOLE RING & COVER GRADE ADJUSTMENT
<br />C4'/SCALE: N.T.S.
<br />■
<br />date
<br />3 8" VALVE
<br />C4.f SCALE: N.T.S.
<br />EXIST. Gf
<br />FINAL BACKFIL
<br />INITIAL BACKFIL
<br />6" #67 STON
<br />WHEN ROCK
<br />ENCOUNTEREL
<br />EXIST. GRADE
<br />UNDISTURBED SOIL
<br />MINIMUM SIDE CLEARANCE
<br />MAXIMUM SIDE CLEARANCE
<br />NOTES:
<br />1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
<br />FROM THE INSIDE FACE OF THE SHORING AND BRACING.
<br />2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
<br />3• ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
<br />4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS.
<br />TRENCH BOTTOM DIMENSIONS,
<br />BACKFILLING REQUIREMENTS FOR
<br />DUCTILE IRON, VITRIFIED CLAY
<br />SCALE: N.T.S.
<br />TX 2' CAST -IN -PLACE
<br />IH CONCRETE PAD OR
<br />4" PVC CLEANOUT V PRECAST CONCRETE RING
<br />IN LINE WYE FITTING PROVIDED SH
<br />AT TOP QUARTER OF THE MAIN. 13' -0
<br />SIDEWALK DE
<br />CURB &GUTTER •. - I I - - - 2 x 4 END OF
<br />I I I I II,I CONNECTION MARKER
<br />" I MIN
<br />MINIMUM GRADE OF 1.0 CAP
<br />'PIPE
<br />I L
<br />COMPACTED SOIL 4" COMBINATION
<br />�� 1116 OR 11B PIPE BEND WYE AND 118
<br />SECTION VIEW BEND
<br />ENTIRE SERVICE OF SAME MATERIAL z
<br />LU
<br />(SCH.40 PVC) UNLESS IN PAVED
<br />AREAS (WHERE THE WYE, BEND AND
<br />RISER MUST BE DUCTILE IRON) aa
<br />4" PVC CLEANOUT uJ 2' x 7 x 5 -THICK CAST -IN -PLACE
<br />q�
<br />I CONCRETE PAD OR PRECAST
<br />CONCRETE RING
<br />4" PIPE GAP
<br />1116 OR 1!8 PIPE BE
<br />WYE
<br />PLAN VIEW
<br />NOTES
<br />1. CLEANOUT SHALL BE PLACED AT RIGHT -OF -WAY OR EDGE OF EASEMENT
<br />2. DO NOT INSTALL CLEANOUT INSIDE A FENCE
<br />3. CONNECTIONS TO 15" OUTFALLS AND GREATER MUST BE MADE INTO
<br />MANHOLE
<br />1 Sch 40 service & PVC plug I KPK 11/10117
<br />KPK{
<br />rev description app'd I date
<br />4" SEWER TAP AND STUB -OUT
<br />PAVED APPLICATION CLEAN OUT
<br />C4.1/ SCALE: N.T.S.
<br />�- M.J. WITH RESTRAINING
<br />GLAND
<br />O
<br />RESILIENT WEDGE TAPPING VALVE
<br />O FLANGE JOINT
<br />SS TAPPING SLEEVE
<br />SEE NOTE 2 & 3
<br />D
<br />• r� a d' '
<br />W
<br />NOTES:
<br />1. TAPS ONTO EQUAL SIZED MAINS MUST BE CUTAND SLEEVED WITH A TEE AND MAIN
<br />LINE VALVE INSTALLED
<br />2. BOLTS AND NUTS FOR TAPPING SLEEVE SHALL BE STAINLESS STEEL
<br />3. ALL TAPS 4" AND GREATER REQUIRE A STAINLESS STEEL TAPPING SLEEVE WITH
<br />FULL CIRCUMFERENTIAL SEAL" MECHANICAL JOINT OUTLET AND STAINLESS STEEL
<br />BOLTS
<br />4. USE THRUST BLOCKING FORALL TAPS
<br />5. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE GREATER THAN
<br />HEIGHT OF BLOCKING
<br />6. THE END OF THE TAPPING SLEEVE SHALL BE NO CLOSER THAN 4 FEETTO A JOINT
<br />7. TAPS ONTO ASBESTOS - CEMENT (AC) OR PVC MAINS REQUIRE AN EXTENDED
<br />LENGTH SLEEVE ON THE MAIN BEING TAPPED
<br />S. A 314" TEST PLUG OR SLEEVE SHALL BE INSTALLED
<br />rev
<br />FLANGE JOINT
<br />MAIN r
<br />9
<br />•/. /, /, 1,
<br />MINIMUM CONCRETE STRENGTH = 3000 PSI,
<br />TAP
<br />SIZE
<br />DIMENSIONS IN FEET
<br />NOTE: 2k Yx W CONCRETE PAD IOR
<br />H
<br />D
<br />PRECAST CONCRETE RING IN UNPAVED
<br />2.0
<br />1.4
<br />AREAS) REQUIRED ON ALL VALVES.
<br />a"
<br />STANDARD VALVE
<br />• � � '�
<br />1.4
<br />,BOX LID
<br />.,d • ..p - • •'�-.
<br />ra•
<br />1.8
<br />4 A Y
<br />.a. , .
<br />5.0
<br />STANDARD VALVE
<br />DOMESTIC CASTING LID
<br />BO %TOP
<br />(MARKED WATER OR SEWER AS
<br />APPROPRIATE)
<br />FINAL PAVEMENT
<br />COURSE
<br />_'.
<br />-
<br />CONCRETE °
<br />PAD VALVE BOX TOP
<br />TAMPED VALVE BOX BOTTOM
<br />BACKFILL
<br />' '• •GATE '
<br />VALVE
<br />MAIN
<br />SCREW TYPE C
<br />D o
<br />TAM PED �-e ,'..'• °.:',• ;. ,
<br />BACKFILL
<br />TYPICAL TWO -PIECE VALVE BOX
<br />NOTES:
<br />1. PREFERRED VALVE BOX IS MODEL 32562 -S, A SCREW -TYPE TWO PIECE
<br />n
<br />ADJUSTABLE HEIGHT BOX MANUFACTURED BY GENERAL FOUNDRIES.
<br />OTHER SIMILAR MODELS ARE AVAILABLE WITH VARIABLE HEIGHT
<br />SCREW TYPE VALVE.
<br />RANGES AS NECESSARY.
<br />BO %BOTTOM
<br />(VARIABLE HEIGHT)
<br />2. VALVE BOX NOT TO CONTACT WATER MAIN OR SEWER FORCE MAIN
<br />3. CAST IRON TO CONFORM TO ASTM A48 CLASS 35B
<br />4. TRAFFIC CASTINGS MUST BE 4,20 WHEEL LOADING RATED
<br />5. FOR ANY VALVES OVER I Y DEEP, A VALVE STEM EXTENSION MUST BE
<br />USED TO BRING TO A DEPTH OF NO MORE THAN 9, EXTENSION MUST
<br />10 -I.4'
<br />BE A MINIMUM OF V FOR MAINS IT AND LARGER.
<br />6. TOTAL VALVE SOX WEIGHT: MINIMUM OF 65 LBS.
<br />1 Added ref. to so", appllcaHonc KPK 1110117
<br />KPK
<br />M descviptim app'd I date
<br />Qf°
<br />VALVE BOX ASSEMBLY
<br />Hrlls " gh
<br />AND GATE VALVE
<br />P4 Box 429
<br />scale NTS drawing no. 1W5 -01
<br />101 East Orange Street
<br />date JANUARY 2017
<br />Hillsborough, North Carolina 27278
<br />� '
<br />approved . e-'
<br />919.732.1270
<br />Kwrwilh P. Keay, P.E., Tartu ErvrIex
<br />3 8" VALVE
<br />C4.f SCALE: N.T.S.
<br />EXIST. Gf
<br />FINAL BACKFIL
<br />INITIAL BACKFIL
<br />6" #67 STON
<br />WHEN ROCK
<br />ENCOUNTEREL
<br />EXIST. GRADE
<br />UNDISTURBED SOIL
<br />MINIMUM SIDE CLEARANCE
<br />MAXIMUM SIDE CLEARANCE
<br />NOTES:
<br />1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
<br />FROM THE INSIDE FACE OF THE SHORING AND BRACING.
<br />2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
<br />3• ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
<br />4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON TRAFFIC AREAS.
<br />TRENCH BOTTOM DIMENSIONS,
<br />BACKFILLING REQUIREMENTS FOR
<br />DUCTILE IRON, VITRIFIED CLAY
<br />SCALE: N.T.S.
<br />TX 2' CAST -IN -PLACE
<br />IH CONCRETE PAD OR
<br />4" PVC CLEANOUT V PRECAST CONCRETE RING
<br />IN LINE WYE FITTING PROVIDED SH
<br />AT TOP QUARTER OF THE MAIN. 13' -0
<br />SIDEWALK DE
<br />CURB &GUTTER •. - I I - - - 2 x 4 END OF
<br />I I I I II,I CONNECTION MARKER
<br />" I MIN
<br />MINIMUM GRADE OF 1.0 CAP
<br />'PIPE
<br />I L
<br />COMPACTED SOIL 4" COMBINATION
<br />�� 1116 OR 11B PIPE BEND WYE AND 118
<br />SECTION VIEW BEND
<br />ENTIRE SERVICE OF SAME MATERIAL z
<br />LU
<br />(SCH.40 PVC) UNLESS IN PAVED
<br />AREAS (WHERE THE WYE, BEND AND
<br />RISER MUST BE DUCTILE IRON) aa
<br />4" PVC CLEANOUT uJ 2' x 7 x 5 -THICK CAST -IN -PLACE
<br />q�
<br />I CONCRETE PAD OR PRECAST
<br />CONCRETE RING
<br />4" PIPE GAP
<br />1116 OR 1!8 PIPE BE
<br />WYE
<br />PLAN VIEW
<br />NOTES
<br />1. CLEANOUT SHALL BE PLACED AT RIGHT -OF -WAY OR EDGE OF EASEMENT
<br />2. DO NOT INSTALL CLEANOUT INSIDE A FENCE
<br />3. CONNECTIONS TO 15" OUTFALLS AND GREATER MUST BE MADE INTO
<br />MANHOLE
<br />1 Sch 40 service & PVC plug I KPK 11/10117
<br />KPK{
<br />rev description app'd I date
<br />4" SEWER TAP AND STUB -OUT
<br />PAVED APPLICATION CLEAN OUT
<br />C4.1/ SCALE: N.T.S.
<br />�- M.J. WITH RESTRAINING
<br />GLAND
<br />O
<br />RESILIENT WEDGE TAPPING VALVE
<br />O FLANGE JOINT
<br />SS TAPPING SLEEVE
<br />SEE NOTE 2 & 3
<br />D
<br />• r� a d' '
<br />W
<br />NOTES:
<br />1. TAPS ONTO EQUAL SIZED MAINS MUST BE CUTAND SLEEVED WITH A TEE AND MAIN
<br />LINE VALVE INSTALLED
<br />2. BOLTS AND NUTS FOR TAPPING SLEEVE SHALL BE STAINLESS STEEL
<br />3. ALL TAPS 4" AND GREATER REQUIRE A STAINLESS STEEL TAPPING SLEEVE WITH
<br />FULL CIRCUMFERENTIAL SEAL" MECHANICAL JOINT OUTLET AND STAINLESS STEEL
<br />BOLTS
<br />4. USE THRUST BLOCKING FORALL TAPS
<br />5. DEPTH FROM GROUND SURFACE TO TOP OF BLOCKING SHALL BE GREATER THAN
<br />HEIGHT OF BLOCKING
<br />6. THE END OF THE TAPPING SLEEVE SHALL BE NO CLOSER THAN 4 FEETTO A JOINT
<br />7. TAPS ONTO ASBESTOS - CEMENT (AC) OR PVC MAINS REQUIRE AN EXTENDED
<br />LENGTH SLEEVE ON THE MAIN BEING TAPPED
<br />S. A 314" TEST PLUG OR SLEEVE SHALL BE INSTALLED
<br />rev
<br />FLANGE JOINT
<br />MAIN r
<br />9
<br />•/. /, /, 1,
<br />MINIMUM CONCRETE STRENGTH = 3000 PSI,
<br />TAP
<br />SIZE
<br />DIMENSIONS IN FEET
<br />W
<br />H
<br />D
<br />4" & 6"
<br />2.0
<br />1.4
<br />1.0
<br />a"
<br />3 -5
<br />2.0
<br />1.4
<br />10"
<br />4.0
<br />25
<br />1.8
<br />12"
<br />5.0
<br />3.0
<br />2.5
<br />date
<br />N: /0000 /CML /SPECIFIC DETS- HILLSBOROUGH/ C4■ SCALE: N.T.S. 0000 /HILLSBOROUGH/TAPPING SLEEVE.DWG
<br />HILLSBOROUGH DETS -NEW
<br />222 cloister court
<br />chapel hill, nc 27514
<br />919.401.8586
<br />www.cra- ae.com
<br />Lv
<br />la�
<br />z
<br />� O
<br />Z o
<br />0 X w
<br />V Uu V) J � u
<br />W a z
<br />0 =
<br />Z~= o
<br />140 J °
<br />W J
<br />OH z
<br />no. revisions
<br />1
<br />ADDENDUM #1
<br />07/20/17
<br />11/01/17
<br />drawn checked
<br />ETS MLH
<br />UTILITIES
<br />DETAILS
<br />sheet
<br />C4ml
<br />date project no.
<br />12/15/2017 1613
<br />
|