SW6220101_Plansheet - Misc. Detail_20220119 (5)

HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
-1:19191:19MM
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
IIIt II
-PIPE
O.D. -
D/&0' D/4
/ Y2 PIPE
O.D.
24" + 0. D. MAX.
- + O.D. MIN.
SANITARY SEWER
(0'-8' DEPTH)
PIPE LAYING
CONDITION "A"
HAND PLACED
DENSELY COMPACTED
-_
BACKFILL TO 1 FT.
' I Ed - - - - -
F
ABOVE TOP OF PIPE
' I I, i =_ _ = i iI
BEDDED PIPE
- PIPE
- O.D.
SHAPED SUBGRADE
_®
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
2 PIPE
O.D. 24" + 0. D. MAX.
- O.D. MIN.
SANITARY SEWER
(DUCTILE IRON ONLY)
(0'-16' DEPTH)
PIPE LAYING
CONDITION "C"
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
_I-'
III = - - - - - III
HAND PLACED
ABOVE TOP OF PIPE
' I I, i _ - - i iI I I-
DENSELY COMPACTED
-_ -_- -_-_-_- -
- - - -
BACKFILL TO 1 FT.
' I Ed
PIPE -
ABOVE TOP OF PIPE
BEDDED PIPE
--O.D.
D/2
- - --
MINIMUM STONE
_
D/&0'
BEDDED PIPE
PIPE
-
EMBEDMENTAS
-
-
-D.D.
-
D/2
INDICATED. GREATER IF
MINIMUM STONE
D/&0'
REQUIRED BY
EMBEDMENTAS
-
MANUFACTURER
INDICATED. GREATER IF
%PIPE
REQUIRED BY
SHAPED STONE
O.D.
MANUFACTURER
%PIPE
TO PROVIDE BEARING
24"+0.D. MAX.
O.D.
ALONG ENTIRE LENGTH
12" + O.D. MIN.
SHAPED STONE
OF PIPE BARREL
TO PROVIDE BEARING
24" + O.D. MAX.
SANITARY SEWER
ALONG ENTIRE LENGTH
12" + O.D. MIN.
(<8'-16' DEPTH)
OF PIPE BARREL
PIPE LAYING
SANITARY SEWER
CONDITION "B"
(DUCTILE IRON ONLY)
(>16' DEPTH)
PIPE LAYING
CONDITION "D"
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.
STANDARD MANHOLE
RING AND COVER
NTS
USE 4 EA. 3/" ANCHOR BOLTS
1
TO BOLT FRAME TO SPACER.
8"
USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
8" MAX. FOR SPACER
FT
2'-0", 3-0"
MANHOLE STEPS
OR 4'-0" ,
16" O.C.
ECCENTRIC
TAPER UNIT
SEE DETAIL S-25
JOINTS SHALL BE SEALED
WITH A RUBBER O-RING
d
GASKET OR ROPE MASTIC SEAL.
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
.d'
RISER UNIT FT-
4'DIA. MIN.
e
5"
%":12" SLOPE
a.
ON ALL INVERTS BASE UNIT
a
EXTENDED BASE
(REQUIRED OVER 12')
A.
BRICK & MORTAR INVERT
e.
d d
d ,
' .• '' : i'
d. 12" MIN.
WIDTH A
REQUIRE
MIN. 6"
GRAVEL
BEDDING
NOTES:
1. SEE DETAIL S-28 FOR TYPICAL INVERT. NTS
6 STANDARD PRECAST CONCRETE MANHOLE
2 PIPE LAYING CONDITION
NOTE:
1. PIPE SIZE FOR DROP TO EQUAL
INFLOW SEWER PIPE SIZE.
2. FITTINGS FOR DROPS SHALL BE C-900
OR SCHEDULE 40 PVC.
3. SAW -CUT OR DRILL ALL HOLES FOR
PIPE AND BOLTS.
4. DROP -MANHOLE MANDATORY WHEN =I I —I I I
DIFFERENTIAL BETWEEN INVERTS IS i I -
GREATER THAN 24". III
5. SEE DETAIL S-28 FOR TYPICAL INVERT
STANDARD MANHOLE
RING & COVER
MANHOLE STEPS °
SEE DETAIL S-25 a a.
5'-0" MIN. DIA.
a
LUG TEE
OR CAP
Y4"x 2" S.S. PIPE „d
SUPPORTS
RUBBER BOOT GROUT
TO SLOPE
:d
a
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 TO1 FT. ICI =—_-------
ABOVE TOP OF PIPE - - - - - -
-I UNDISTURBED EARTH
- - - - - ELECTRONIC MARKER BALLS AT 100' ON
-PIPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE _ 0. D. - = BE INSTALLED AT 1 1/2 TO 2' DEEP.
NOTE: MARKER BALLS SHALL BE INSTALLED
SHAPED SUBGRADE _ - CONCURRENTLY WITH PIPE. MARKER
_= I I BALLS SHALL NOT BE INSTALLED AFTER
SHALL PROVIDE BEARING H HAS BEEN COMPLETELY
ALONG ENTIRE LENGTH TRENCH TI I - III III TRENCBACKFILLED.
OF PIPE BARREL
1/2 PIPE O.D.
24" + 0. D. MAX.
12"+O.D. MIN.
NOTE:
FORCE MAINS 8" 0 AND SMALLER SHALL
HAVE MINIMUM OF 3COVER. FORCE
MAINS LARGER THAN 8" 0 SHALL HAVE A
MINIMUM OF 3-6" COVER.
FORCE MAIN
PIPE LAYING
CONDITION "E"
NTS I I NTS
I,1L1z117-11V110a aXH1;"IMG1zI.Eel 42
RUBBER BOOT
TYPE 316 S.S.
EXPANSION ANCHORS
- 90` BEND
7 INSIDE DROP MANHOLE
NTS
4 PIPE LAYING CONDITION
COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PSI-PF OR APPROVED EQUAL.
3Y"
8 POLYPROPYLENE PLASTIC STEP
NTS
FRAME & COVER
23.5" p.
COVER
FINISHED GRADE
1.5" MIN.
BASE COURSE
a . d STD. MANHOLE
RING & COVER
u .
III —I. I I a
I —I I RAM -NET
SEALANT
COMPACTED FILL d . a
a i1
5
3'-0"
MAX.
STOP AT R/W
PLUG
(DO NOT GLUE)
FRAME
USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
BASE COURSE
6" MIN.
d
Q LIII� Iliill
COMPACTED FILL
NOTE:
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
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
—III—III
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
SERVICE LINE
SCH 40 PVC
\ 45°
TEE BRANCH
SLOPE MIN. 1%
SANITARY TEE
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
wwwAD site solutions.com
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,•4� SEA �� •;
0274
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v1-1-1-•22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
SEWER DETAILS
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
C-604