SW3220305_Plansheet - Misc. Detail_20220325 (6)

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BrownAND •
6`
3/4" DIA
HOLES (TYP)
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SEE NOTE 4
�
BOLT(S)
PROVIDE
ON MH FRAME.
BOLTDOWN COVER(S),
•
Caidwell
(I"
14
ONLY WHERE
SPECIFIED
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°
M O O
_ _ _
VARIES
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, INC 28202
2 1 /4" 8 1 /2" _
N ALTERNATE
PIPE MORTARED INTO
BARREL OF MANHOLE
(0" MIN—
12" MAX)
PLACE MASTIC
BETWEEN GRADE
VARIES
(0" MIN—
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
o
HOLES
RINGS
12" MAX)
PLAN co
DROP MANHOLE WYE
GRADE RINGS
AS REQUIRED
0 0
6x8 TIMBER POST
6
° a
GROUT DAM TO 1/3
PIPE DIAMETER
CONE SECTION
11V0
MIN. 2" THICK
MH STEPS
15" O.C. (TYP)
1
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, �A�a,, �
CARO� j'•,.
o
��.•
W-BEAM WOOD POST W-BEAM
BLOCK FOR
PROVIDE STUB FOR•'?°�oFEss�oq;y''::
FUTURE WHERE SHOWN.
N
c
FLAT SLAB UPPER SECTION
A ` • '
SPLICE BOLT SLOT (TYP)
29/32" 1 1/8"
FACE OF
WOOD POST
(DROP MANHOLE 1/4
BEND, ONE LENGTH
OF PIPE AND PLUG)
DROP PIPING TO
01BE SAME SIZE
MH STEPS
ALLOWED ONLY WHERE DEPTHS WILL
NOT PERMIT CONE SECTIONS
SEAL
f. -:as: 365
x
AS SEWER
"
GUARDRAIL
1 O.C.
(TYP)
�•
'•� NGlivz�.••'O •"`
ELEVATION
a
MANHOLE
NOTES:
•., iQ
'•�.� Y Kov�..•
2'-O" =
°
DAME ,ERE
END SECTION
1 3/4 POST BOLT WASHER AND
6" MIN COVER
-
02/20/22 9:51 AM
MIN 5/8"x18" BUTTON HEAD BOLT W/
ALL AROUND
1. MANHOLE RISERS AND CONE
7/32" OVAL GRIP AND RECESSED
CROWN ELEVATIONS
II
O
•
SECTIONS SHALL CONFORM TO
�
HEX NUT
alo
°
TO BE EQUAL
8
ASTM C-478 LATEST REVISION.
6" E.
W-BEAM
NON REINFORCED
2000 PSI CONCRETE
_
2.
TRANSITION RINGS SHALL HAVE A
MINIMUM CLEARANCE OF 2'-0"
GUARDRAIL
co
POUR AGAINST °
da
ABOVE THE EFFLUENT OVERT
PER STD
CV
COMPACTED FILL OR
ORIGINAL GROUND
ELEVATION.
NOTES: SPEC �
L
I°
3.
MAXIMUM HEIGHT OF GRADE
PROPOSED
DROP MANHOLE ELBOW
3/4" PIPE
ADJUSTMENT RINGS SHALL NOT
1. BEAM GUARDRAIL POST SPACING FACE OF
FINISH GRADE
DIAMETER
EXCEED 12".
FINAL DRAWINGS -FOR REVIEW
SHALL BE 6'-3" ON CENTERS. CURB
PURPOSES ONLY - NOT
N
RELEASED FOR CONSTRUCTION
2. BEAM GUARDRAIL POST SHALL BE
LIJ
8
O
4.
N/E LISTED ON PLANS INDICATE
_
THE CENTER OF THE MH RIM AND
EMBEDDED AT LEAST 3'-8" BELOW
FINISH GRADE.
a a
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co LU
NOT THE CENTER OF THE MH
STRUCTURE FOR ECCENTRIC MHs.
LU
WSACC
5.
SEE 33 05 13.16 FOR ADDITIONAL
a a
SPECIFICATIONS.
—
MODIFIED WSACC STANDARD
DETAIL S2.0
ROCKY RIVER
GUARDRAIL
OUTSIDE
DROP CONNECTION
P STANDARD PRECAST CONCRETE MANHOLE
REGIONAL
VARIES SCALE: NTS
VARIES SCALE: NITS
VARIES SCALE: NITS
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
PRECAST, POLYMER CONCRETE 6'
TRENCH WITH GRATE MIN
DESIGNED: D. WRIGHT
DRAWN: R. JAMES
CHECKED: K. DEVENDORF
CHECKED: D. VARJABEDIAN
a 4
o a
APPROVED: K. DEVENDORF
- a
FILENAME
4
154689-C-000-803. DWG
BC PROJECT NUMBER
156673
CLIENT PROJECT NUMBER
NOTE: TRENCH TO HAVE BUILT IN SLOPE OF 0.6%
CIVIL
STANDARD DETAILS
3
PRECAST POLYMER
CONCRETE TRENCH DRAIN
DRAWING NUMBER
c-
C-000-803
Xx SHEET NUMBER ____
OF
FIE
L
i
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