HomeMy WebLinkAbout1334.97.435" I
C.I. FRAME & GRATE
NEENAH R -3405 OR
EQUAL W/ ROUND OR
SQR. BASE & TYPE "A"
GRATE.
TASTING TYPE 'B'
POSS. It
PIPE— -
6„
6"
24
6"
1 r
Bc
= OUTSIDE DIAMETER
D
= INSIDE DIAMETER
24*
WA AH 6
'
COMPACTED BACKFILL OVER
6"
W
AND AROUND PIPE -�
OUTLET
PIPE
\ -CLASS "A'
CONCRETE
NOTE: 11" CONC. PRECAST OR
POURED IN PLACE
LET TYPE 'A' (MODIFIED)
)" TO 18" PIPES)
SCALE
ESCAVATE A TRENCH
4" DEEP AND THE
_NCH WIDTH OF A STRAW
BALE
\ WIDTH
\ OF B ALE
ri
LJ
;TRAW
rn
LJ I WEDGE LOOSE STRAW
- -- EEN BALES TO
TE A CONTINUOUS
'IER
C -3
WOOD OR STEEL STAKE
BINDING WIRE
OR TWINE
COMPA
BACKFI
PAVEMENT
BASE
UNDER PIPE BELL
USE COMPACTED GRANULAR
BACKFILL UNDER EXISTING
OR PROPOSED PAVEMENT.
(INCLUDING CRUSHED STONE.)
WATER MAIN, FORCE MAIN, ETC.
SEE PLANS AND SPECS. FOR
MATERIAL, DEPTH, & OTHER DETAILS
PRESSURE MAIN TRENCH DETAIL 2
NO SCALE C'3
1
IED, INCLUDING
SEED TO BE
OR TO BLANKET
ICAN
:T #S -150
CHECK SLOTS TO BE ESTABLISHED
EVERY 42' -0 ", 6"WX6"D STAPLED IN
THE BOTTOM, THEN BACKFILLED
& SEEDED.
'1P EDGES BY 6"
S PER MANUFACTURER'S
:NDATIONS. SEE
1'.
BY 6"
EROSION CONTROL BLANKETS DETAIL 6
NO SCALE C�
STRAW BALE
2 FLACE 1 AND STAKE
STRA
W BALES, TWO
STAKES PER BALE
A BACKFILL AND COMPACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL
SIDE OF THE BARRIER
TO PREVENT PIPING
STRAW BALE DAM DETAIL
ran crei F C�
REGULAR BACKFILL
#8 CRUSHED STONE OR —
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
MIN. 1.25 Bc + 12"
Bc
\— MIN.
6" TOPSOIL TO
ENSURE GRASS GROWTH
} --MIN.
1 r
Bc
= OUTSIDE DIAMETER
D
= INSIDE DIAMETER
TRENCH WALL
WA AH 6
'
COMPACTED BACKFILL OVER
V
W
AND AROUND PIPE -�
�
Q
a
W
co
0.
0.
U
BARREL OF PIPE ON FIRM i i .
\ \�
r •.' �/�
BOTTOM OR BED IN
% \\
N
GRANULAR MATERIAL i
Ax
A MINIMUM OF 4" THICK
UNDER PIPE BELL
USE COMPACTED GRANULAR
BACKFILL UNDER EXISTING
OR PROPOSED PAVEMENT.
(INCLUDING CRUSHED STONE.)
WATER MAIN, FORCE MAIN, ETC.
SEE PLANS AND SPECS. FOR
MATERIAL, DEPTH, & OTHER DETAILS
PRESSURE MAIN TRENCH DETAIL 2
NO SCALE C'3
1
IED, INCLUDING
SEED TO BE
OR TO BLANKET
ICAN
:T #S -150
CHECK SLOTS TO BE ESTABLISHED
EVERY 42' -0 ", 6"WX6"D STAPLED IN
THE BOTTOM, THEN BACKFILLED
& SEEDED.
'1P EDGES BY 6"
S PER MANUFACTURER'S
:NDATIONS. SEE
1'.
BY 6"
EROSION CONTROL BLANKETS DETAIL 6
NO SCALE C�
STRAW BALE
2 FLACE 1 AND STAKE
STRA
W BALES, TWO
STAKES PER BALE
A BACKFILL AND COMPACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL
SIDE OF THE BARRIER
TO PREVENT PIPING
STRAW BALE DAM DETAIL
ran crei F C�
REGULAR BACKFILL
#8 CRUSHED STONE OR —
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
MIN. 1.25 Bc + 12"
Bc
\— MIN.
6" TOPSOIL TO
ENSURE GRASS GROWTH
} --MIN.
1 r
Bc
= OUTSIDE DIAMETER
D
= INSIDE DIAMETER
d
WA AH 6
NQTE
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS.
A MINIMUM 9" CLEARANCE SHALL
BE PROVIDE ON EACH SIDE OF
THE INSTALLED PIPE
PLASTIC PIPE (PVC & HDPE)
TRENCH DETAIL 3
NO SCALE GREATER THAN 5' FROM EDGE OF PAVEMENT C-3
I' DEEP TOOLED CONTROL
JOINT • 5'-0' O.C. MAX.
( 20' MAX. FOR CURB )
4' CONCRETE WITH
c n a e -o' 6X6 -10 \10 W.W.F.
0� - 4• COWACTED
o o �'o`O' DRAINAGE FILL
COMPACTED SUBGRADE
CONTROL JOINT
CONCRETE WALK DETAIL
SEALANT
I12' PREFORMED
JOINT FILLER
4' CONCRETE W/
6X6 - 10 /10 W.W.F.
o OR FIBERMESH
0
80 8��
4" COWACTED
DRAINAGE FILL
COMPACTED
SUBGRADE
EXPANSION JOINT
( 30'-0' MAX. SPACING )
{ 50' MAX. FOR CLAW AND AT TANGENT POINT OF RADIUS )
CONCRETE WALK DETAIL
NO SCALE C -3
PRECAST CONCRETE BLS
SET WITH TWO *5 DOWELS
t 720
WHEELSTOP DETAIL II
NO SCALE C�
5' OR LESS
"B" BORROW OR EQUIV. —
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE OR —
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
Crs)I
Bc
MIN. d' TOPSOIL. TO
ENSURE GRASS GROWTH
MIN. 17
BI F OUTSIDE DIAMETER
D - INSIDE DIAMETER
d IQAT jffol*
ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6' TO
12" BALANCED LIFTS.
A MINIMUM 9' CLEARANCE SHALL
BE PROVIDE ON EACH SIDE OF
THE INSTALLED PIPE
PLASTIC PIPE (PVC & HDPE)
TRENCH DETAIL
NO SCALE LESS THAN 5' FROM EDGE OF PAVEMENT
1 1/2- BIT. SURFACE #11
2 1/2' BIT. BINDER #9
IH4 F OF COMPACED
SD #53'S
0 °0 098 00 r LI FT
o °0 00,200 00
` / // COMPACTED SUBGRADE
STANDARD DUTY PAVEMENT SECTION s
NO SCALE
1 1/2- BIT. SURFACE #11
�- 2" BIT. BINDER #9
(2) 4" LIFTS OF COMPACED
ISHD #53'S
0.0 0900 00 r LIFT
0°0 0900 00
//----COMPACTED SUBGRADE
HEAVY DUTY PAVEMENT SECTION q
NO SCALE C�
MANHOLE STEPS
ON CENTER
1 Ir MORTAR
PRE -CAST CONC
POURED IN PLA(
MINIMUM 8" UNI
PIPE
4" OF GRANULAR
UNDER PRE -CAST
CASTING TO FINISHED GRADE
RE -CAST FILLER RINGS AS
ED, MAXIMUM 3"
-CAST CONCRETE OR POURED
PLACE COVER
#4 BARS O 6" O.C. EACH WAY,
ANGLE AROUND OPENING
SEAL BARREL SECTIONS WITH
PRE - FORMED VULCANIZED
BUTYL RUBBER FLEXIBLE
JOINT SEALANT (TYP.)
STANDARD REINFORCED
CONCRETE MANHOLE RISER
PIPE IN 1' -4 ", 7 -8", do
4' -0' LENGTHS AS REQUIRED.
SPECIFICATIONS AS AS PER ASTM
C -478
„T ,..SRS o 2' O.C. EACH
WAY
NOTE:
1. USE 5' -0" DIAMETER MANHOLE FOR SEWER 24' AND LARGER.
2. SHALLOW MANHOLE TO BE USED WHERE DEPTH FROM INVERT OF SEWER TO FINISHED
FINISHED GRADE IS 5' -0" OR LESS.
1 ALL PIPE OPENINGS, LIFT HOLES, ETC. INTO MANHOLE TO BE SEALED WITH NON- SHRINK
GROUT ON INSIDE AND OUTSIDE TO PREVENT LEAKS.
STORM INLET STRUCTURE (II)
NO SCALE C `;
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DATE:
9AM
PROD. NO.
960,'f2
DRAWN BY:
CHECKED BY:
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SHEET NO.
C-3
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DATE:
9AM
PROD. NO.
960,'f2
DRAWN BY:
CHECKED BY:
im
SHEET NO.
C-3