HomeMy WebLinkAbout08120009 REMCO Addition Large Plan Pg. KDIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A
C
D
E
K
R1
R2
APPROX.
WEIGHT
12"
2"
5"
4 -3
6 -2
2 -0
1.3
10 1 /8
9
800
15"
2 1/4"
7"
4' -0"
6'--3"
2' -6"
1.5
12 1 /e
11
1000
18"
2 1/2"
11"
4' -1"
6' -2"
3' -0"
1.8
151/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1 /r
13
1,500
24
3
1 -0
2 -8
6'-3"
4' -0"
2.3
16 3/16"
14"
1,800
2,100
27"
3 1/4"
1'-1"
2' -5"
6' -3"
4' -6"
2.6
18 1/2"
14 1/2
30"
3 1/2"
1' -2"
1' -10"
6' -3"
5' -0"
2.9
18 3/16"15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5'-6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
48"
5"
2' 0"
2' -2"
8' -2"
7' -0"
281/8"
22
6,500
TOLERANCE 1"
MANHOLE SIZE
PIPE
PIPE TURNS
96
48"
GREATER THAN 45' TO 90'
96"
54" -66"
UP TO 60'
84"
42"
GREATER THAN 45 TO 90'
84"
48"
UP TO 45'
72'
42" -48"
UP TO 45'
2"
33" -36"
GREATER THAN 45' TO 90'
80*
2D-36'
STRAIGHT THRU
60"
24 -33"
GREATER THAN 45' TO 90'
4$"
12" -24"
STRAIGHT THOU
DIMENSIONS (INCHES)
A
0-*6 OED
El
I040 OM C
r
(MIN)
12
48
48
18
15
48
48
21
18
48
48
25
21
48
48
28
24
48
60
31
2
60
60
38
33
60
72
41
36
60
72
44
42
60
72
50
ASPHALTIC MASTIC OR
BUM RUBBER SEAL
BETKEN JOINTS.
PLAN VIEW
2 CONCEALED
PICKHOLES 0 180'
(N9204-A OR CITY EQUAL)
APPUCATK)N
FULL HEIGHT
MANHOLE STEPS AS
SPECIFIED.
0-RING GASKET
ASPHALTIC MASTIC OR
Bunt MEIER SEAL AT
JOINTS.
END VIEW
BENCH WALLS AT MIN.
1/2" PER FOOT SLOPE
8" BASE
No 4 BARS WELDED
TO END SECTION
SIDE VIEW
END SECTION WITH TRASH RACK
STORM WATER CASING NOTE
CASTINGS SHALL BE LABELED W/
"DUMP NO WASTE DRAINS TO FRESH WATER"
NEENAH R- 1077 -A COVER WITH
NEENAH R- 1712 -B -SP FRAME WITH
SELF SEALING APPLICATION OR
EQUAL
2' LETTERS, RECESSED,
FLUSH WITH SURFACE
MACHINED BEARING
PRECAST CONCRETE ADJUSTER
RINGS IF NEEDED (4 MAX.)
NOEL
MANHOLE SLIPS SHALL BE MADE FROM A STEEL RfIHORCMG
ROD THE MAt IOIE�STEPPS IN AL OSHA
REOUREMENTS, MANHOLE STEPS. MANUFACTURED BY M.A.
INDUSTRIES. INC.. PS -1 -PE CLAY BAILEY MFG. CO.. OR
EQUAL ARE ACCEPTABLE.
ECCENTRIC CONE OR REDUCER CAP
AS REQUIRED BY STE CONDITIONS.
CONE TOP TO MATCH ADJUSTING
RING PROFILE.
MANHOLE cOtfORMS TO
ASTM C -478
blOttOS .CONFORM TO
6" MIN.
CAST CONCRETE SECTIONS
PREFORMED HOLE TO
MAX. OF PIPE O.D. +6"
FIU.ED W/ NON-SHRINK
CEMENT GROUT
14 REBARS 012" O.C.
f EACH WAY (STEEL MESH
AREA=0.12 SQ. I1./SQ.
6" FT. OR APPROVED
EQUAL)
MANHOLE BASE SET ON
6" OF #6 OR j2 STONE
STORM SEWER MANHOLE
STRUCTURES 104, 105 106.
00.
PLAN VIEW
Grooved end on outlet end
tongue end on
inlet end
a
D
B »(D -C)
I g"
Groove (or tongue) to
be the some as on standard
reinforced concrete pipe
ASTM designation C76 12"10••••
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
N
6" #2 OR #8 STONE
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
END SECTION
LENGTH (D)
PAY LENGTH
OF CULVERT
1 1/2"r
PRECAST CONCRETE END SECTION
STRUCTURES 100, 103 107.
SPECIAL PAVED AREA INLET
STRUCTURE 108
CONCRETE
END SECTION
SLOPE DETAIL
HOOK
BOLTS
SECTION Y -Y
12"C to C
MAX.SPACING]
1
CLASS
CONCRETE I E +2T
SECTION A -A
STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3405 (OR EQUIV.)
ASPHALT
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
N
1 1/2"r
I
CONRE1E PIPE TOE ANCHOR
STORM WATER CASTING NOTE
CASTINGS SHALL BE LABELED W/
"DUMP NO WASTE DRAINS TO FRESH WATER"
STANDARD REINFORCED CONC. BASE
18" INVERT IN 882.47
RIM ELEV.- 887.00
00
18" CIRCULAR ORIFICE
INV.- 883.80
6 "x6 "WEIR
ELEV. 886.45
2"
2 1/4"
a
4
r)
r
0
CV
OUTLET CONTROL STRUCTURE
6" CIRCLE ELEV. 882.47
a
60"
8"
48"
0D 6" SSD PIPE
INV.- 882.83
STRUCTURE 101
I I
46
STRUCTURE 102
STRUCTURE 101
60" MANHOLE
EDGE OF PAr
CURB„ CUTS OR
SONAR S RUCIURE
N W PUBLIC R/N
REDUCER CAP REQUIRED TO
ALLOW FOR INLET CASTING.
/9/1 -2 #5 REINF. BARS
NEENAH CATCH BASIN
TRAP TYPE R -3713
OR EQUIVALENT.
Co
REDUCER CAP REQUIRED TO ALLOW
FOR INLET CASTING.
RIM ELEVATION 887.50
WEIR PLATE ELEVATION 887.37
18" INVERT IN 882.47
%iii
∎4e
18" OUTLET PIPE
INV.- 882.83
WITHIN 5' OF EDGE OF PAVEMENT
NO SCALE
ALL EE DOING R M1IM. BACKFI L
91ML BE MSfAUED N d'
TO 12' BALANCED LP1'S
A MUM M' OF CtE*MIct 9WL
BE PRONE ED ON EACH SDE OF
11E STAU B PPE
BENCH DETAIL
PLASTIC PIPE (PVC HDPE)
EDGE OF PANIMIT.
OMER
s E
M NE PUBLIC R
.i, iii. i�iai.
WORN 5' OF EDGE OF PAVEMENT
DEPTH OF BEDDING
MA1ERIAL BELOW PIPE
-L. ant
R a LAA NNI
EDGE GP PA
CURB, CUTLER OR
9111iR S1RlCIUlE
N DE PUBLIC R/1/
LEGEND
Be MOE MEIER
a NODE MEIER
d OEP1H OF BEDUIN
MAIM. BE D P PPE
4'
V /P. V.V.,••■,,e•VIANYNt.' N I N I C. 0
GREATER THAN 5' FROM EDGE OF PAST
NO SCALE
Ny y r y y •i' »Ni.N7.?i?i.NiAi?i.l7AI. Y. ..N. ��%r�s
115 A
4
ALL OEM It NM. Kam
SNML E M1SMO N M'
To 12" BUM t>FTS
A SOI 11" OF aE.m ICE 9WL
ME PIONS EN FAR 9E OF
1ttE MMUS PPE
IRENOLDETAL.
REINFORCED oanaE1E PPE (RCP)
N0
ALL BOOM lk MAIL BNXII L
9WL BE NSTMIED 11 If
TO 12' MIMEO Ufis
A *MN 9" OF CLEARNICE 91N1.
BE PROMED ON EACH ME OF
11E MM US PPE
1REKII MAL
PLASTIC PIPE (PVC a HOPE)
GREATER THAN 5' FROM EDGE OF PAVEMENT
LEGEND
Mb OUNCE OUMEN9
a NNIDE PAINTER
d 0B14 O' IHNNR
WOW OEM PIPE
Bc O RME DINE112
a MISMIE MEIER
d DEPTH OF OE MS
MA1EIMAL BELOW PPE
LEGEND
DOCKET N0. 08120009 TAC
JOB TWC.005
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No.
PE10809477
,-o STATE OF
3 I �S/ONAL `N`\
>>!?Jllln
1
BY:
I DATE:
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OF
12