HomeMy WebLinkAbout036-01 C-602 Site DetailsREVISIONS
0 PRE —BID SET
ISSUE DATE
A POST BID SET
ISSUE DATE
DATE
DESCRIPTION
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T C, ELEVA 770N
PRECAST CONCRETE
ApJUSTEI, RING
4 MIN-12 MAX
12 "MAX
NOTE; MANHOLE TO CONFORM
TO ASTM 0 -478
JOINT TO CONFORM
TO ASTM C -443
3" IN.
"Am
DIAMETER
SEE TABLE
FILL WITH CONCRETE
1 /2"���MIN)
FRAME AND COVER
PER S7RUCTURE DATA TABLE
—#2 STONE
BUTYL RUBBER BASE
EXTERIOR BACKPLAS7ER
MATERIAL. 1/47±1/16"
MIN. THICKNESS FROM
2" BELOW TOP OF CONE
TO CASTING, PER SPECS,
ECCENTRIC CONE SECTION OR REDUCER AS REQUIRED
II
11
Set stake a
clean —out level
PRECAST CONCRETE SECTIONS
0 —RING GASKET BETWEEN
ALL RISER AND CONE
SECTIONS, PLUS 1/2"
EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
4 BARS 12" O.C. BOTH WAYS
3 "MIN.
STORM SEWER MANHOLE
(NO SCALE)
a S
Filter
fabric
Drainage area
NOTE:
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING OR
AN APPROVED NON CORROSIVE FIBERGLASS MATERIAL,
THE COPOLYMER POLYPROPYLENE SHALL MEET THE
REQUIREMENTS OF ASTM D -4101 REINFORCED WITH
DEFORMED 3/8 INCH,(MIN) DIAMETER REINFORCING
STEEL CONFORMING TO THE REQUIRMENTS OF
ASTM A 615, GRADE 60
NON COATED CAST IRON STEPS ARE NOT ACCEPTABLE
PIPE SIZE
8 2 1
ter.
24
27"-30"
33 "36"
PIPE SIZE
24 -33
5' (min,)
1 r
1 8 (min.)
2:1
(mix.)
4' (min,)
2' (min.)
Filter fabric
Minimum bottom width
STONE OUTLET SEC T/ ON
(Not to Scale)
1;1 side
slope (max,)
.skanaoLaw
TEMPORARY SEDIMENT TRAP
(Not to Scale)
48"
48
2:1 side
slope (max,)
MANHOLE DIAMETERS
PIPE EN TERING /LEA VING AT
0"-45° BEND
45'-90 BEND
48"
60
60" 60"
60" 72"
PIPE TURNS MANHOLE DIA.
THAN 45 60
60"
72"
33 "-36 n STRAIGHT THRU
42 1 -48" UP TO 45°
42" THAN 45' 90 84"
48" UP TO 45° 84"
48" THAN 45 96"
54 66" UP TO 45° 96"
4" MINK CONCREIE APRON
4'40/10 6X6 W WF:
AROUND)
3"
8" CONGRREIE APRON- -r
W /6x6 10/10 Mir
RUNOFF
WA TER
4q7H
SEDIMENT
SEDIMENT
SEE DRAIN INLET DETAILS
FOR QUANT/ TY
4" PERFORATED PVC (UNDERDRA/N)
PIPE W/1 a)1 CLEAN
STONE f7.7ER 4 EACH
DRAIN NET EXTEND
30' FROA! EACH INLET
PRE —CAST CATCH BA
PER liar HEAVY DUTY
TRAF77C RA77NG
ROUND PRECAST CAN
BE SUBSTITUTED FOR
SQUARE
,BLOCK AND GRAVEL DROP INLET SEDIMENT FiL TER
NQ 4 D01iEZ
Par CAST CONCAVE
—now BASIN
I I
SLOPE 1/2"
WIRE SCREEN
II
OVERFLOW
LIFT RINGS
VAR/Es
VARbES
5E0708
PIPE
CEMENT WAStDRANN INLET
WIRE SCRELW
ew
I
s"
10'-0* SQUARE APRON
CONCRETE BLOCK
GRAVEL FILTER
Q&1JN INLET TYPE A
FILTERED WATER
DROP INLET
WITH GRATE
NOTE;
BLOCK do GRAVEL TO ENCLOSE
OPEN //VG ON CURB INLETS.
NO. 4 BARS Ar
8' O.C. MO/ WAY
r--- I
Ii
1 -SxB 10/10 WSW
4
.-.11
7M?OAT ELEVATION
REFERS 70 THIS POINT
STEPS sEr IN LAVE
12" CC F DEPTH
GREATER TNAN 4'
cE11ENT WASH
ATE OR (2) AND
VULCAN V- 406 -GRATE AND FRAME
(sir $H) SP-1 FOR ELEV AND INK)
Of NWT CURB)
NO. 4 BAR
1%.
SLOPE 1/2"
00004000 Mi OCOd
12"TYP
1211AjQI INLET TYPE C
NOTE: CARRY STONE TO
3" ABOVE CONCRETE
APRON AND REMOVE
PR /AR 7V PAVING
4" PERFORATED PVC (UNDERL?RA /N)
PIPE W/1 C): CLEAN
STONE f7L TER 4 EACH
DRAIN INLET EXTEND
30' FROM EACH INLET
12" NICK C MPAC
1" WASHED STONE
i
Mb
i i
lib i M
i i A
Mb Mb Mb
i
1i i Mb
i 4 i
.rr lab
i i Alb
PRE—CAST CATCH BASIN
PER D, 0, T, HEAVY DUTY
7RAFF/C RA71NG.
ROUND PRECAST CAN
BE SUBSTITUTED FOR
SQUARE
SIDE SLOPES
2.1 OR RATTER
PER5eE 11I E`
6' (M /141)
Mb i
y T T r
Mb
i s
Mb
a! i
UPSLOPE TOE
Mb dib Mb
s
/110 Mb Mb Mb
s b s i s i s i i s i i i s i
Ab lb Mb Mb Mb alb Mb
1 i;i ;i ;i;i i
i Mb i Mb i ab
b i s i i s i s i s i A i
PIPE
000040000
4" P.V
CROSS $E TIOy
_ELAN 14EW
TEMPORARY DIVERSION DITCH
Mb
a 0.4k i i; arm' i
i 1111 Mb Mb Mb Mb Mb i r•.
i M s i s i s i s ai s i s i i s i
i Mb Mb Mb Mb M; M•
4 s i 4 iA A dr i i
Mb Mb M• Mk Mb i Mb Mb
4 i 411 di 0 M 40 e* 0 0 6 0 gee
Mb Mb Mb Mar Mb
i 4b a, s
Mb Mb Oat
i
Mb 1111 Mb
•i A i
Mb Mb
i i i i
Mb MA i
i 40
Mb Mb r
Mk i t
r1r r r
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db i MI►
Alb i i
as Mb i
M m a
Mb i Mb
i i i
Mb Malr MA i i Mb Mb 0
i i i 4
M!
PAWN
NEENAH MODEL NO. R -3246
17'" x 3$" CURB INLET OR
VULCAN V- 4060 -1 OR
EAST JORDAN 7030
DRAIN INLET IYPE B
6" (0u)
CEMENT WASH
12" 7)11.,
OY/T OR MLL SLOPE
POS1771t GRADE
12" NICK COMPAC D
1" WANED STONE (TIP,)
2' MIN
4" PERFORATED P, VC, (UNDERI?RAIN)
PIPE W/ I CUBIC YARD
CLEAN STONE FILTER
(INSTALL ON 3 SIDES OF
DRAIN INLET) MEND
30' MOM EACH INLET