HomeMy WebLinkAboutFMC Anderson Creek_approved site plan (12)HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE -
MINIMUM STONE
EMBEDMENTAS
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
EMBEDMENTAS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
D /8x3" D/4
I -- 24" + O.D. MAX.
�^� 12 " +O.D. MIN.
SANITARY SEWER
(0' -8' DEPTH)
PIPE LAYING
CONDITION "A"
f D2
D /8x3" y
SHAPED STONE )z PIPE
TO PROVIDE BEARING O.D. 24 " +O.D. MAX.
ALONG ENTIRE LENGTH 12 " +O.D. MIN,
OF PIPE BARREL SANITARY SEWER
( <6 -16 DEPTH)
PIPE LAYING
CONDITION "B"
TYPICAL PIPE LAYING CONDITION DETAIL
NO SCALE
HAND PLACED _ _ _
DENSELY COMPACTED A _ _ BACKFILL TO 1 FT. - - - I ABOVE TOP OF PIPE 1I- BEDDED PIPE IPE -
O.D.
SHAPED SUBGRADE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
y 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
CONSTRUCTION DOCUMENT
DENSELY COMPACTED
BACKFILL TO 1 FT.
�U
�1
ABOVE TOP OF PIPE
BEDDED PIPE
PIPE -
- O.D. D2
MINIMUM STONE
D /823"
EMBEDMENTAS
INDICATED. GREATER IF
r�
REQUIRED BY
MANUFACTURER
Y, PIPE
SHAPED STONE
O.D.
TO PROVIDE BEARING
24 " +O.D. MAX.
ALONG ENTIRE LENGTH
12" + O.D. MIN.
OF PIPE BARREL
U
SANITARY SEWER
rci
(DUCTILE IRON ONLY)
( >16' DEPTH)
PIPE LAYING
CONDITION "D"
TYPICAL PIPE LAYING
CONDITION DETAIL /
NO SCALE
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 Ff.
ABOVE TOP OF PIPE UNDISTURBED EARTH
- - - - - ELECTRONIC MARKER BALLS AT 100' ON
= -PfPE- � CENTER 8 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 II'_ BALLS SHALL NOT BE INSTALLED AFTER
ALONG ENTIRE LENGTH I TRENCH HAS BEEN COMPLETELY
OF PIPE BARREL BACKFILLED.
12 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"
TYPICAL PIPE LAYING CONDITION DETAILS (S�
SCALE
NQTE
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.
B,.
8" MAX. FOR SPACER
2' -0 ", 3'A"
OR 4' -0"
At
a
1Yz ":12" SLOPE
ON ALL INVERTS
EXTENDED BASE
(REQUIRED OVER 12') --�
WIDTH
STANDARD MANHOLE
RING AND COVER
7
ECCENTRIC
TAPER UNIT
RISER UNIT
4' DIA. MIN. 5"
BASE UNIT
d
4 L
G.
i V inside 4
RW
I I
i I
I I
I I
3' -0"
MAX.
STOP AT R/W
PLUG
(DO NOT GLUE)
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
BAS
PLUG AND CAP
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF RAN DUE TO PHYSICAL CONSTRAINTS.
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
SERVICE LINE
SCH 40 PVC
TEE BRANCH
SLOPE MIN. 1%
TYPICAL SEWER SERVICE CONNECTION DETAIL
NO SCALE
USE 4 EA. %" ANCHOR BOLTS
TO BOLT FRAME TO SPACER.
USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
- MANHOLE STEPS
16" O.C.
SEE DETAIL S-25
JOINTS SHALL BE SEALED
WITH A RUBBER O -RING
GASKET OR ROPE MASTIC SEAL
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
BRICK 8 MORTAR INVERT
MIN,
MIN. 6" GRAVEL BEDDING
TVPTC:AL STANDARD PRECAST CONCRETE MANHOLE DETAIL
NO SCALE
NOTES:
1. SEE DETAIL S -28 FOR TYPICAL INVERT.
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.
TYPICAL MANHOLE INVERT DETAIL S
NO SCALE \ 28
FINISHED GRADE
BASE COURSE
COMPACTED FILL
ANITARY TEE IN -LINE WYE
SAME MATERIAL FITTING FOR NEW
S MAIN) CONSTRUCTION OR
ROMAC -CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
SANITARY SEWER
MAIN
FRAME & COVER
•
1.5" MIN.
,l STD. MANHOLE
RING 8 COVER
Q
VIII d. e.
4/
RAM -NEK
SEALANT
FLY,
USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE
�.1 BASE COURSE
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.
TYPICAL STANDARD MANHOLE
FRAME & COVER DETAIL S
NO SCALE 'L I
3ED SOIL
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SEALS
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NOTE: .,,.,, .,..... ...,, ,
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED \�„ JJ
UNDER STORM PIPE FOR ALL CROSSINGS.
REVISIONS
TYPICAL STORM SEWER CROSSING
FOR SANITARY SEWER DETAIL S�
NSCALE 3 1
COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES MODEL
PSI -PF OR APPROVED EQUAL.
TYPICAL POLYPROPYLENE PLASTIC STEP DETAIL
NO SCALE
s
Y
F II�
A
CONSTRUCTION DOCUMENT
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REVIEWEDBY:
JFC
DATE:
1128114
PROJECT NUMBER:
13-005
COUNTY
HARNETT
ZONING:
COMM
LOCATION:
US HWY 87 S
TOWNSIHP:
BARBEQUE
SEWER DETAILS
C7.05
JANUARY 2014