SW6220902_Plansheet - Misc. Detail_20221102 (6)

TRENCH WALL
UNDISTURBED EARTH
DUCTILE IRON PIPE
;' •'.: - ;
,..,. :, .
.. ;. 1
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:,
CONCRETE BLOCKING
1 1—
3000 PSI OR
ALUMINUM PLATE
6"
TRENCH WIDTH
6"
DUCTILE IRON PIPE
UNDISTURBED EARTH
THRUST RING
WELDED TO PIPE
CONCRETE BLOCKING
3000 PSI OR
ALUMINUM PLATE
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
SECTION
TRENCH WALL
---
--------
ANTI -SEEP COLLAR DETAIL
N.T.S.
6"
ANTI-SEEP COLLAR
STONE
BEDDING
UNDER MANHOLE
1/2" 0 KWIK BOLT MANHOLE RING AND COVER
STUD ANCHOR SYSTEM
3/4' MULTI —PURPOSE RUBBER
COMPOSITE RISER (INSTALLED ON
ALL MANHOLES). RUBBER RISER
CAN BE INSTALLED TO A MAXIMUM
I
HEIGHT OF 3"
NOTE:
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N
MAKE REQUIRED FLOW DIRECTION
CHANGES IN MANHOLE BY SMOOTH
TANGENTAL CURVE OF SHAPED
MANHOLE INVERT.
FAT I A
0I
MANHOLE WALL
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10
OF WALL @ IN TONGUE
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PIPE
TAPPERED
PIPE
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HOLE
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CAST —IN —PLACE
PLASTIC STEPS
PLAN VIEW
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AS REQUIRED RUBBBBER 00T
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VARIES
OUT
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• • • • 12"
,
,12"
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ANTI-FLOATION COLLAR
WIDTH VARIES —SEE CHART
:AS
REQUIRED •�•� :'AS REQUIRED
AS REQUIRED
6x6 NO. 6 STONE DEPTH VARIES
W.W. MESH SEE CHART
PRECAST
MANHOLE
DETAIL
N.T.S.
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
PRECAST MANHOLE DETAIL
HOKE COUNTY, NORTH CAROLINA
MANHOLE DIA.
MANHOLE DEPTH
DEPTH OF STONE BEDDING
UNDER MANHOLE
4'
0'-8'
6"
9'-16'
9"
17'-24'
12"
25'-30'
15"
5'
0'-8'
6"
9'-16'
9"
17'-24'
12"
25'-30'
15"
6•
0'-8'
6"
9'-16'
9"
17'-24'
12"
25'-30'
15"
MANHOLE ANTI -FLOTATION COLLAR
4' 0 MANHOLE
0'-20' DEEP
6" WIDE
5' 0 MANHOLE
0'-13' DEEP
6" WIDE
5' 0 MANHOLE
14'-24' DEEP
8" WIDE
6' 0 MANHOLE
0'-13' DEEP
6" WIDE
6' 6 MANHOLE
14'-20' DEEP
8" WIDE
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12" MIN. INITIAL
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BACKFILL
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(SEE NOTE 1)
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HAUNCHING FOR
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PVC PIPE: #67
FL w
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SPRINGLINE - - -
- 7- -
WASHED STONE
M
III
TO 6" ABOVE
w
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= - -
- _ _
- - -
- - _
TOP OF PIPE
HAUNCHING FOR D.LP.:
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#67 WASHED STONE 12" PIPE
TO SPRINGLINE
129'
6 067 WASHED
STONE BEDDING
MAX. WIDTH
MAX.
GRAVITY SEWER MAIN TRENCH
N.T.S.
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
GRAVITY SEWER MAIN TRENCH
VARIES
FINISHED GRADE
En
W
4"X4" WYE
wCID
_ 1
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
.ilk
THREADED
BRASS CAP
CLEANOUT STOCK COLLAR
18"X18"X4"
4" PVC SCH 40 PIPE
AND FITTINGS FOR
CLEANOUT STACK
RECONNECT TO EXISTING
SERVICE LATERAL PIPING
WITH APPROVED COUPLING
"4" PVC (SCH 40) SERVICE
LATERAL PIPE AND FITTINGS
COMPRESSION —FIT OR SADDLE TYPE
SERVICE CONNECTION
SANITARY SEWER MAIN
SERVICE LATERAL
N.T.S.
SERVICE LATERAL
1" LETTERING
O
0
(2) PICKBARS
H
O SEE DETAIL
OO
O W O
O O
WIPER GASKET
1
Y2
1 5/8"0 S.S. ROD
PICKBAR & GASKET
GROOVE DETAIL
O (4) 1 " HOLES ON
31 DIA B.C. EQUALLY
SPACED 90' APART &
(3) 1" DIA (25mm) HOLES
ON 31 DIA B.C. EQUALLY
SPACED 120' APART
NOTES:
26" 1. MATERIAL: GRAY IRON CONFORMING TO
ASKET
ASTM A48 CL35B.
WIPER G13y"
2. CASTINGS TO BE UNCOATED.
2%" —{ 3. COVER TO MEET OR EXCEED AASHTO
M-306 PROOF LOAD OF 40,000 LB.
COVER SECTION 4. ALL LETTERING TO BE CLEAN, CRISP
AND CLEARLY LEGIBLE.
5. CASTING MANUFACTURER MUST BE EAST
26Ya" JORDAN IRON WORKS, INC. OR
APPROVED EQUIVALENT.
6. CASTINGS TO BE MADE OF RECYCLED
MATERIALS, 75% POST CONSUMER WASTE.
EST. WT.
COVER: 170 LBS 77kg
FRAME: 175 LBS 8Okg
UNIT: 345 LBS 157kg
MAT'L SPEC.
COVER - GRAY IRON
ASTM A48 CL35
FRAME - GRAY IRON
ASTM A48 CL35
HEAVY DUTY WATERTIGHT MANHOLE RING & COVER
N.T.S.
FRAME SECTION
HOKE COUNTY REGIONAL
SEWER SYSTEM DETAILS
HOKE COUNTY, NORTH CAROLINA
HEAVY DUTY WATERTIGHT
MANHOLE RING AND COVER
■
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number C-2354
www.4D site solutions.com
REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
SEWER
DETAILS
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
APRIL 5, 2022
C-6n5
SHEET NUMBER