SW6220201_Plansheet - SCM Detail_20220510 (7)

HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
PIPE
O.D.
D/4
I -, r-
D/8>_3"
S/
%2 PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
SANITARY SEWER
(0'-8' DEPTH)
PIPE LAYING
CONDITION "A"
PIPE
O.D. r D/2
T\ r- D/&:3" 1
� r
Y PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
SANITARY SEWER
(<8'-16' DEPTH)
PIPE LAYING
CONDITION "B"
1 PIPE LAYING CONDITION
NOTE:
IN NON -TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE
INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR
AT LEAST 1 FT ABOVE FLOOD STAGE.
8"
8" MAX. FOR SPACER
2'-0", 3'-0"
OR 4'-0"
1Y2":12" SLOPE
ON ALL INVERTS
EXTENDED BASE
(REQUIRED OVER 12') —
..� .r...
NTS
STANDARD MANHOLE
RING AND COVER
USE 4 EA. 3/8' ANCHOR BOLTS
TO BOLT FRAME TO SPACER.
USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
MANHOLE STEPS
16" O.C.
ECCENTRIC SEE DETAIL S-25
TAPER UNIT
JOINTS SHALL BE SEALED
WITH A RUBBER O-RING
GASKET OR ROPE MASTIC SEAL.
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
RISER UNIT
4' DIA. MIN. 5"
BASE UNIT
n BRICK & MORTAR INVERT
a
a 12" MIN.
MIN. 6" GRAVEL BEDDING
NOTES: NTS
1. SEE DETAIL S-28 FOR TYPICAL INVERT.
6 STANDARD PRECAST CONCRETE MANHOLE
HAND PLACED
DENSELY COMPACTED _ _ _ _ _ _ _ .
BACKFILL TO 1 FT. i I—� - - - 9—
ABOVE TOP OF PIPE III— _ _
BEDDED PIPE = PIPE
O.D
SHAPED
SUBGRADE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL %2 PIPE
O.D. 24" + O.D. MAX.
12" + O.D. MIN.
SANITARY SEWER
(DUCTILE IRON ONLY)
(0'-16' DEPTH)
PIPE LAYING
CONDITION "C"
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
PIPE
O.D.
r D/2
D/8>-3" 1
/2 PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
SANITARY SEWER
(DUCTILE IRON ONLY)
(>16' DEPTH)
PIPE LAYING
CONDITION "D"
2 PIPE LAYING CONDITION
NOTE:
1. PIPE SIZE FOR DROP TO EQUAL
INFLOW SEWER PIPE SIZE.
2. FITTINGS FOR DROPS SHALL BE C-9
OR SCHEDULE 40 PVC.
3. SAW -CUT OR DRILL ALL HOLES FOR
PIPE AND BOLTS.
4. DROP -MANHOLE MANDATORY WHEN
DIFFERENTIAL BETWEEN INVERTS IS
GREATER THAN 24".
5. SEE DETAIL S-28 FOR TYPICAL INVE
MANHOLE STEP
SEE DETAIL S-25
Ya'x 2" S.S.
SUPP(
RUBBER BC
CTA Alll A Ofl 11 A AI LI lII-E
RUBBER BOOT
(PE 316 S.S.
KPANSION ANCHORS
90` BEND
7 INSIDE DROP MANHOLE
NOTE:
1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADE
TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.
2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE
EXCEED 90 DEGREES.
3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.
NTS
3 MANHOLE INVERT
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS ARE
ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT. -
ABOVE TOP OF PIPE
-I I i- UNDISTURBED EARTH
ELECTRONIC MARKER BALLS AT 100' ON
PIPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE O.D. BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE INSTALLED
SHAPED SUBGRADE CONCURRENTLY WITH PIPE. MARKER
SHALL PROVIDE BEARING BALLS SHALL NOT BE INSTALLED AFTER
ALONG ENTIRE LENGTH TRENCH HAS BEEN COMPLETELY
OF PIPE BARREL BACKFILLED.
1/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
FORCE MAINS 8"0 AND SMALLER SHALL
HAVE MINIMUM OF 3' COVER. FORCE
MAINS LARGER THAN 8" 0 SHALL HAVE A
MINIMUM OF 3'-6" COVER.
FORCE MAIN
PIPE LAYING
CONDITION "E"
NTS I I NTS
NTS
4 PIPE LAYING CONDITION
O COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PSI-PF OR APPROVED EQUAL.
3Y8"
8 POLYPROPYLENE PLASTIC STEP
NTS
FINISHED GRADE
BASE COURSE
I
COMPACTED FILL
FRAME & COVER
23.5"
2" 1 I.
COVER
1.5" MIN.
a a STD. MANHOLE
° RING & COVER
RAM-NEK
SEALANT
USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
BASE COURSE
6" MIN.
COMPACTED FILL
NOTE:
FRAME CONCRETE ENCASEMENT SHALL ONLY BE
USED IN AREAS WHERE COVER IS TO BE FLUSH
WITH PAVEMENT OR CONCRETE. CONCRETE
ENCASEMENT SHALL NOT BE USED IN
NON -TRAFFIC AREAS AND ABOVE GRADE
INSTALLATIONS.
NTS
5 STANDARD MANHOLE FRAME & COVER
inside
RW
T-0"
MAX.
STOP AT R/W
PLUG
(DO NOT GLUE)
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CAST IRON VALVE BOX CONNECTION WHERE SERVICE CONNECTION IS PLACED
W/ CHARLOTTE HUB OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
CLEANOUT PLUG AND CAP
BRASS
IEI-1�1-�11
Illllll;,li
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
SERVICE LINE
SCH 40 PVC
45'
TEE BRANCH
SLOPE MIN. 1%
SANITARYTEE
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
PIPE
O.D.
r D/2
D/8>-3" 1
/2 PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
SANITARY SEWER
(DUCTILE IRON ONLY)
(>16' DEPTH)
PIPE LAYING
CONDITION "D"
2 PIPE LAYING CONDITION
NOTE:
1. PIPE SIZE FOR DROP TO EQUAL
INFLOW SEWER PIPE SIZE.
2. FITTINGS FOR DROPS SHALL BE C-9
OR SCHEDULE 40 PVC.
3. SAW -CUT OR DRILL ALL HOLES FOR
PIPE AND BOLTS.
4. DROP -MANHOLE MANDATORY WHEN
DIFFERENTIAL BETWEEN INVERTS IS
GREATER THAN 24".
5. SEE DETAIL S-28 FOR TYPICAL INVE
MANHOLE STEP
SEE DETAIL S-25
Ya'x 2" S.S.
SUPP(
RUBBER BC
CTA Alll A Ofl 11 A AI LI lII-E
RUBBER BOOT
(PE 316 S.S.
KPANSION ANCHORS
90` BEND
7 INSIDE DROP MANHOLE
NOTE:
1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADE
TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.
2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE
EXCEED 90 DEGREES.
3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.
NTS
3 MANHOLE INVERT
NOTE: PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS ARE
ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT. -
ABOVE TOP OF PIPE
-I I i- UNDISTURBED EARTH
ELECTRONIC MARKER BALLS AT 100' ON
PIPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE O.D. BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE INSTALLED
SHAPED SUBGRADE CONCURRENTLY WITH PIPE. MARKER
SHALL PROVIDE BEARING BALLS SHALL NOT BE INSTALLED AFTER
ALONG ENTIRE LENGTH TRENCH HAS BEEN COMPLETELY
OF PIPE BARREL BACKFILLED.
1/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
FORCE MAINS 8"0 AND SMALLER SHALL
HAVE MINIMUM OF 3' COVER. FORCE
MAINS LARGER THAN 8" 0 SHALL HAVE A
MINIMUM OF 3'-6" COVER.
FORCE MAIN
PIPE LAYING
CONDITION "E"
NTS I I NTS
NTS
4 PIPE LAYING CONDITION
O COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PSI-PF OR APPROVED EQUAL.
3Y8"
8 POLYPROPYLENE PLASTIC STEP
NTS
FINISHED GRADE
BASE COURSE
I
COMPACTED FILL
FRAME & COVER
23.5"
2" 1 I.
COVER
1.5" MIN.
a a STD. MANHOLE
° RING & COVER
RAM-NEK
SEALANT
USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
BASE COURSE
6" MIN.
COMPACTED FILL
NOTE:
FRAME CONCRETE ENCASEMENT SHALL ONLY BE
USED IN AREAS WHERE COVER IS TO BE FLUSH
WITH PAVEMENT OR CONCRETE. CONCRETE
ENCASEMENT SHALL NOT BE USED IN
NON -TRAFFIC AREAS AND ABOVE GRADE
INSTALLATIONS.
NTS
5 STANDARD MANHOLE FRAME & COVER
inside
RW
T-0"
MAX.
STOP AT R/W
PLUG
(DO NOT GLUE)
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CAST IRON VALVE BOX CONNECTION WHERE SERVICE CONNECTION IS PLACED
W/ CHARLOTTE HUB OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
CLEANOUT PLUG AND CAP
BRASS
IEI-1�1-�11
Illllll;,li
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
SERVICE LINE
SCH 40 PVC
45'
TEE BRANCH
SLOPE MIN. 1%
SANITARYTEE
IN -LINE WYE
(SAME MATERIAL
FITTING FOR NEW
AS MAIN)
CONSTRUCTION OR
ROMAC-CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN
SANITARY SEWER
MAIN
9 SEWER SERVICE CONNECTION
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
SEWER DETAILS
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-604