HomeMy WebLinkAboutC5.2 Grading & Drainage Details pg. 10MANHOLE
TYPE
„G„
"F"
MAXIMUM PIPE SIZE
RT. ANGLE TO MAINLINE
MAXIMUM PIPE SIZE
FOR MAINLINE
H
24 "to36"
30"
36"
J
24 "to36"
60"
33"
36"
K
36 "x48"
72"
36"
48"
L
48 "x54"
96"
48"
54"
M
54 "x72"
102"
66"
72"
N
72 "x84"
108"
72"
84"
D
d (MIN)
L VARIABLE
I I
30' TO 60"
4
i
i
VAR. i
DIA. 1 N
3
VARIABLE
4
ao
D
d (MIN)
27' SMALLER
4
30' TO 60"
4
66" LARGER
4
D
d (MIN)
27" SMALLER
3
30" TO 60'
4
66" &LARGER
6
U
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N
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C
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Cal
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Tar ow
1/2 CEMENT ir
MORTAR
MANHOLE STEPS
AT 16" MAX. ON CENTER.
(SEE DETAIL)
PRECAST MANHOLE
SECTION
GROUT SLOPE
3" MIN.
COVER
BEDDING MATERIAL
00
6" "B" BORRO
PRECAST BOTTOM ONLY)
MANHOLE TYPE "C" STORM SEWER
NOT TO SCALE
CONCRETE COLLAR
a
6
SEE PLANS OR STRUCTURE DATA
TABLE FOR TYPE OF CASTING
FINISH GRADE
4 5 BEND
WYE
\S
1' -4" SPA. FOR
M.H. STEPS
CLASS "A"
CONCRETE
P
v
OR #8 STONE
DIA.
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
s
CLEANOUT DETAIL
NOT TO SCALE
NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR
ALL CLEANOUT INSTALLATIONS (SEE DETAIL)
CONCRETE CRADLE
NOTES:
DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND
SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N.
TYPE "H"
CONCRETE GRADE RINGS (ASTM-C-478,
4000 PSI) UTILIZED TORAISE TO FINISH
GRADE, MAX. ALLOWABLE HEIGHT OF RISE
RING IS 12
1/4D
1/2" CEMENT
MORTAR
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
6
BARREL SECTION -48" DIA.
ASTM C -478 CLASS A
REINFORCED CONC. PIPE
4000 PSI
CEMENT
GROUT
I PIPE THICKNESS
/D +2"
O
io
CONCRETE "0" RINGS
PRECAST CONC.
MANHOLE
MANHOLES
NOTE TO SCALE
6" ORIFICE
4)
A
T
SECTION A-A
TYPE "E" INLET
NOT TO SCALE
2' -O"
io
+PLAN
PLAN
SECTION A -A
33' RCP
2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
TYPE "J" INLET
OUTLET STRUCTURE DETAIL
NOT TO SCALE
1/2" CEMENT
MORTAR
CLASS "A"
CONCRETE
TYPE "J,K,L,M,N"
REDUCER CAP
X
a)
2 #5 REINF. BARS
3' -0" LONG
7
1
CONC.
COLLAR TYP
SAW CUT
WATER MAIN
10' MIN.
EXISTING
N --SEWER
WATER MAIN—" 1
SANITARY SEWER
(SEE NOTES)
SECTION A—A
z
0 0
FLEXIBLE COUPLING
OR ADAPTER TYP
PLAN
1 1, -0" 1%
LOW FLOW SWALE DETAIL
NOT TO SCALE
2 "x2'x /4'x3"
ATTACH TO RCP WITH
%"0 x 2" EXPANSION
ANCHORS. EMBED 1
(3 REQUIRED)
RESTR I CTOR PLATE DETAIL
NOT TO SCALE
LIMITS OF PATCH
2'
AP7 A' A
r O 0 f �l� 0•
6' COMPACTED I.
1
1
2'
Diri .3D
PATCH OVER TRENCH
NOT TO SCALE
NOTES:
1. SAW CUT 1/3 PAVEMENT THICKNESS THEN BREAK -OUT.
2. FOR PAVEMENT PATCHES SEE STD. PLAN 93 -01 SHEETS
2,3,4,8.
10' MIN.
IF LESS THAN 18"
OR IF WATER MAIN
IS BELOW SEWER
r:
OUTLET STRUCTURE
1=1 I -1 11 1
III �,I
SAW CUT
PAVEMENT
IF LESS THAN 10',
VERTICAL SEPARATION
SHALL BE NO LESS
THAN 18
U,
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC
RIGHT -OF -WAY
LEGEND
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF BEDDING
MATERIAL BELOW PIPE
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY FOR ENTIRE
TRENCH BACKFILL
SANITARY SEWER
MIN. CROSSOVER SEPARATION REQUIREMENTS FOR
WATER MAINS SEWERS
NOT TO SCALE
NOTE:
WATER
MAIN
HYDROSEEDED MULCH OR
SEED S150 BLANKET AS
SPECIFIED.
4
R.C.P. STORM
SEWER
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF BEDDING MATERIAL BELOW PIPE
D SECTION
R.C.P. STORM SEWER
OPTIONS FOR END SECTION;
METAL REQUIRES TOE PLATE
PRECAST SHOWN
CONCRETE SLOPEWALL
CONCRETE HEADWALL
3' (MIN.)
5' (MIN.
REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL
NOT TO SCALE
SODDED AREA
MIN. 12"
IF NOT WITHIN 5' OF
EDGE OF PAVEMENT:
USE "B" BORROW
COMPACTED TO 90
STANDARD PROCTOR
DENSITY TO 1/6 OF
PIPE DIAMETER, AND
REGULAR BACKFILL TO
TOP OF TRENCH.
0 0 :•.o.o o
T1 '0'.ri.• oon4i'o
#7 AGGREGATE
FILTER FABRIC
ED
o
LEDGE
10' SAFETY
LEGEND
SECTION A —A
CONCRETE END SECTION
REQUIRES ANCHOR.
(SEE ANCHOR DETAIL)
z
TOP VIEW
WI 3:1
c lISLOPE
00.0l.. 0 Qo 1--1
00 •.n•U
¢(nW
ri w
Q ED O O
ti1S.L�!
LAKE OUTLET PROTECTION DETAIL
NOT TO SCALE
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF BEDDING
MATERIAL BELOW PIPE
NORMAL POOL
1
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
OR APPROVED EQUIV. CLASS I BEDDING
MATERIAL HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND "B" BORROW COMPACTED
TO 95% STANDARD PROCTOR DENSITY TO
TOP OF TRENCH.
NOTE:
4" PERFORATED
UNDERDRAIN
F
STEEL ALL
THREAD BOLT
HOOKS 1" LONG
1 /2 MIN. DIAMETER.
DISTANCE DEFINED
BY D.O.T. REQUIREMENT
X
1' j
SIDE PROFILE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
CAP END OF PIPE
(TYPICAL)
90
CAP END OF PIPE
(TYPICAL)
X =WIDTH OF END SECTION
END PROFILE
ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
INLET
A
St
/I
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
PLASTIC PIPE (PVC HDPE)
BEDDING DETAIL
NOT TO SCALE
PLAN VIEW INLET IN PARKING LOT
CURB
d
r
STEEL NUTS
WASHERS
STEEL ALL
THREAD BOLT
HOOKS 1" LONG.
4" PERFORATED P.V.C.
UNDERDRAIN.
SLOPE 0 0.5% MIN.
90
NOTE:
1. SEE STR. DATA TABLE
FOR INVERT ELEVATIONS.
4" PERFORATED P.V.C.
4" PERFORATED P.V.C.
UNDERDRAIN.
SLOPE 0 0.5% MIN.
PLAN VIEW CURB INLET
PAVEMENT UNDERDRAIN DETAIL
St
St
VIEW
ANCHOR
FOR CONCRETE END SECTIONS
NOT TO SCALE
30' (TYP.)
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE ##88 CRUSHED STONE
OR APPROVED EQUIV. CLASS I BEDDING
MATERIAL HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND REGULAR BACKFILL TO
TOP OF TRENCH.
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C5.2
OF
TITLE:
GRADING AND DRAINAGE DETAILS
IN2004.0387.071.C51.DET.DWG
LAUTH PROPERTY GROUP
Copyright (C) 1988-2004 by American Consulting. Inc.
317 848-6S00
PROJECT NUMBER:
STATE NUMBER:
WATER MAIN