HomeMy WebLinkAboutC5.2 Grading & Drainage Details pg. 11MANHOLE
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)
27' SMALLER
4
30' TO 60"
4
66' LARGER
4
D
d (MIN)
27" SMALLER
3
30" TO 6C"
4
66' LARGER
6
MANHOLE STEPS
AT 16" MAX. ON CENTER.
(SEE DETAIL)
PRECAST MANHOLE
SECTION
GROUT SLOPE
1/2" CEMENT
MORTAR
4" MIN.
BEDDING MATERIAL
CONCRETE COLLAR
SEE PLANS OR STRUCTURE DATA
TABLE FOR TYPE OF CASTING
FINISH GRADE
d O 4 Pa h Ore Qp o
4 BARS ®6" O.C.
6" "B" BORROW BOTH WAYS
(FOR PRECAST BOTTOM ONLY)
MANHOLE TYPE "C" STORM SEWER
NOT TO SCALE
24" DIA.
4' -0" DIA.
CLASS "A"
CONCRETE
5'-0" DIA.
CONCRETE GRADE RINGS (ASTM -C -478,
4000 PSI) UTILIZED TO RAISE TO FINISH
GRADE, MAX. ALLOWABLE HEIGHT OF RISE
RING IS 12
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
CLEANOUT DETAIL
NOT TO SCALE
NOTE: ALL BEDDING UTILIZED
CLEANOUTIN 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"
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
BARREL SECTION -48" DIA.
ASTM C -478 CLASS A
REINFORCED CONC. PIPE
4000 PSI
CEMENT
GROUT
CONCRETE "0" RINGS
1/2" CEMENT
MORTAR
bob
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PRECAST CONC.
MANHOLE
MANHOLES
NOTE TO SCALE
6" ORIFICE
6" ORIFICE
2" PIPE
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
3
2 y4
4' -0" DIA.
SECTION A-A
TYPE "E" INLET
NOT TO SCALE
SECTION A—A
NOT TO SCALE
"F" DIA.
CLASS "A"
CONCRETE
3"-6"
2'-10'/2'
OR #8 STON
TYPE "J,K,L,M,N"
3" PIPE
12" R.C.P.
24" (MIN.)
NON- SHRINK
GROUT
12"
6" ORIFICE DETAIL
NOT TO SCALE
END SECTION
INV. 853.43 1 1/2"R
FRONT VIEW
NON SHRINK
GROUT
6" PVC
REDUCER CAP
CONC.
COLLAR TYP
SAW CUT
EXISTING
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.
LIMITS OF PATCH
10' MIN.
2' /-SAW CUT
6' PERFORATED
SUB SURFACE
DRAIN
SECTION A—A
LOW FLOW SWALE DETAIL
NOT TO SCALE
OUTLET STRUCTURE
PAVEMENT
IF LESS THAN 1
VERTICAL SEPARATION
SHALL BE NO LESS
THAN 18
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC
RIGHT-OF-WAY
LEGEND
SANITARY SEWER
MIN. CROSSOVER SEPARATION REQUIREMENTS FOR
WATER MAINS SEWERS
NOT TO SCALE
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
WATER
MAIN
R.C.P. STORM
SEWER
HYDROSEEDED MULCH OR
SEED S150 BLANKET AS
SPECIFIED.
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
NOTE:
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
4
SLOPE
3' (MIN.)
R.C.P. STORM SEWER
OPTIONS FOR END SECTION;
METAL REQUIRES TOE PLATE
PRECAST SHOWN
CONCRETE SLOPEWALL
CONCRETE HEADWALL
5' (MIN.
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.
REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL
NOT TO SCALE
#7 AGGREGATE
FILTER FABRIC
--I
SODDED AREA
(CROSS- HATCHED)
EVD SECTION
TOP VIEW
LEIME
10' SAFETY
LEGEND
CONCRETE END SECTION
REQUIRES ANCHOR.
(SEE ANCHOR DETA
C
z
TOP VIEW 0 I
WI 3:1
e l 'SLOPE
SECTION A —A
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
4" PERFORATED
UNDERDRAIN
STEEL ALL
THREAD BOLT
HOOKS 1" LONG.
1/2" MIN. DIAMETER.
DISTANCE DEFINED
BY D.O.T. REQUIREMENT
SIDE PROFILE
X =WIDTH OF END SECTION
END PROFILE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
INLET
PLAN VIEW INLET IN PARKING LOT
CURB
90
CAP END OF PIPE
(TYPICAL)
■11 ■11
11.11.....
STEEL ALL
THREAD BOLT
HOOKS 1" LONG.
ANCHOR
FOR CONCRETE END SECTIONS
NOT TO SCALE
IF WITHIN 5' OF EDGE OF 1
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.
I= lit-111E
NOTE:
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
PLASTIC PIPE (PVC HDPE)
BEDDING DETAIL
NOT TO SCALE
4" PERFORATED P.V.C.
UNDERDRAIN.
SLOPE 0 0.5% MIN.
NOTE:
1. SEE STR. DATA TABLE
FOR INVERT ELEVATIONS.
30' (TYP.)
4" PERFORATED P.V.C.
4" PERFORATED P.U.C.
UNDERDRAIN.
SLOPE 0.5% MIN.
PLAN VIEW CURB INLET
PAVEMENT UNDERDRAIN DETAIL
i
i
i
1
r
1 i _�J
STEEL NUTS
WASHERS
TOP VIEW
IF NOT 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 REGULAR BACKFILL TO
TOP OF TRENCH.
DRAWING NO.
SHEET Of
TITLE:
GRADING AND DRAINAGE DETAILS
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IN 2004.0387.071.C51.DET.DWG