HomeMy WebLinkAboutDrainage Details C6DRAM.
WALL
T or G
WEIGHT
A
B
C
D
E
DIAM. +1'
R -I
R -2
SKIRT
12
2
1 1/2,
530
4
,24
48'4,
12
24
13
10 1/16
9
31/2
15
2 1 4
2
140
6
21
46
13
30
16
12
11
31/2
18
2 1 /2
2
990
9
21
46
13
36
19
151/2
12
4
21
2
2 1 /4
1280"
9
35
38
13
42
22
16
13
4
24
3
2,1/2
1520
9
.43'2
30
13
48
25
16 11/16
14
4 1 /2
NOT TO SCALE
NOT TO SCALE
ALL SILT FENCES ARE
TO BE PLACED AT TOE
OF SLOPE 4 PERIMETER
OF GRADING AREA
NOT TO SCALE
ECTt
EXCAVATE 4' x 4'
TRENCH UPSLOPE
ALONG POSTS
$IL.YFEN
CE DETAIL
PLAN VIEW
C
DRAINAGE
STRUCTURE
FLAN VIEW
TYPICAL 2` x 2' WOODEN STAKE
ELEVATiON
O
U! BALE SEDIMENT TRAP
FENCE POSTS.
GROOVEt! END ON OUTLET,
TONGUE END ON INLET
STAPLE !WIRE FENCING
TO FENCE POSTS
(SACK FILL 4 COMPACT
EXCAVATED SOIL
INTO TRENCH)
t"\i
NOTES:
I. SEDIMENT SHALL: _BE REMOVED. AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
1
00000000
00000700
00000000
00000000
00000000
00000000
00000000
00000000
A
6 WIRE MESH
REINFORCEMENT
(3) STAKES PER BALE
STAW BALES SHALL BE fIt TALLED WHEN
THE CATCH BASIN 1S INSTALLED
AND SHALL REMAP UNT1. PERMAN-
ENT DACE 19 INSTALLED.
CONTRACTOR SHALL. INSPECT DAMS DALY
TO INSURE SENT IS NOT ENTERING
STORM STRUCTURES, WATERWAYS, OR SEWERS.
TYP, STRAW BALE
GRADE
ATTACH FILTER FABRIC
TO WIRE, FENCE 4 EXTEND
IT INTO TRENCH
NdEENA 4 1!. 40i Olt EQUAL
AVEMENT
f�
NOTE1 USE AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED
'DURING CONSTRUCTION.
RIP -RAP TO SE
PLACED ON SIDE
SLOPES
SECTION A- A
51 -TALL COMPLY WITH ALL APPLICABLE PORTIONS OF A.S.T.M. C16.
1 1/2 R.
HORIZONTAL FLARE
1/32' PER I
TAPER EA.
SIDE
NOTES:
EXISTING- ROADWAY
(ASPHALT)
L 1' 2 1/2' CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, UMEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO pUBLIC
RIGHT -OF -WAY. IT .SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIMENT TRAP.
3. THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY, ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONTO PU3LIC RIGHT
OF -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
emu cro emu. N C:T AREAS
REOUIRING EROSION CONTROL BLANKETS
WEEKLY TO INSURE SEEDING TAKES HOLD.
ALL, AREAS THAT NEED TO SE RED
SHALL. BE DONE AS QUICKLY AS PRACTICAL
CRASS SEED SHALL RE WAS AS
NECESSARY TO PROMOTE GROWTH.
NOT TO SCALE
j
v
SCALE: 1/2'
SCALE: 1/2'
USE A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS
1..25 O.D. +12
Trff
y
15 OD. +1'
STAPLE PAT TERN DETAIL
PROVIDE TRANSITION BETWEEN STABILIZED
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
50' MIN.
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
USE 4 STAPLES ACROSS AT THE START O EACH ROLL
AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH
OF THE ROLL. (100) STAPLES MINIMUM PER ROLL.
CfiRUSI -fED .6Tl E' OR APP OVER EQUAL,
CLASS I BEDDING MATERIAL HAND TAMPED
OR WALKED INTO PLACE
NOTE: ALL BEDDING 4 INITIAL BACKFILL
SHALL BE INSTALLED IN 6" 12'
BALANCED LIFTS
PLASTIC PIPE 1'ENC;4 DETAIL (MORE *W< s FROM
MINIMUM OF 6' TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
'B' BORROW OR EQUAL GRANULAR MATERIAL
COMPACTED TO 95 STANDARD PROCTOR
DENSITY
"8 CRUSHED STONE OR APPROVED EQUAL
CLASS I BEDDING MATERIAL HAND TAMPED
OR WALKED INTO PLACE
NOTE: ALL BEDDING 4 INITIAL BACKFILL
SHALL BE INSTALLED IN b' 12'
BALANCED LIFTS
PLASTIC PIPE TRENCH DETAIL 0 1111 OF PAVEMENT)
A MINIMUM 9' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
A MINIMUM 9' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
2:1 SLOPE
OR LESS
ON ALL SIDES
NOT TO SCALE
NOT TO SCALE
NOTE: USE 'INDEPENDENT 'CONCRETE PIPE CORP.
CATC4EA5fN TYPE `Al
E'3 BARS 4 QC. EACH WAY
NLET TYPE A OR EQUAL.
V C� A K\,
\A\/
\f ,y
\`4
iti�i \�!r;\i\ iii\ \X\1 f N r i�
FREST IC TO O!F!CE OET,4!L
NOT TO SCALE
1.25 O.D. +12
NOT TO SCALE
MINIMUM TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
IF REQUIRED
1 15' ORROIr OR EQUAL'
CSRANULAR MATERIAL
COMPACTED TO 95
'STANDARD PROCTOR
DENSITY
'EV SORROW OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 95
STANDARD PROCTOR
DENSITY
NOTE: PE TO SE SET AT INVERT
ELEVATION OF 12' PE AND
GROUTED SOLID WITH NON 51 -IRINK
GROUT
NOTE:
CRETE PIPE TRENCH DETAIL nuir s oFPAN/Er/94*)
ate% j
r 1101 4.0
4 4(\
I25 OD, +1'
DEPTH BEDDING
MATERIAL BELOLU PIPE
INSIDE DIAMETER (d) MIN.
21' t SMALLER 3'
30' 60' 4'
66' 4 LARGER 6'
MINIMUM 01` 6' TOPSOIL OVER EXCAVATION
'TO ENSURE GROUNtCOVE F'. GROWTH
IF REQUIRED
conrcFZErE PIPE MEN
REGULAR BACKFILL
BORROW OR EQUAL
GRANULAR MATERIAL
COMPACTED TO 95 t
STANDARD PROCTOR
DENSITY
DEPTH OF E. 1N6
MATERIAL !BELOW PIPE
INSIDE DIAMETER (d) MIN.
21' 4 SMALLER 3'
30' 60' 4'
66' 4 LARGER 6"
ALL BEDDING x INITIAL BACKFILL
SHALL 5E INSTALLED IN 6' 12'
BALANCED LIFTS
A MINIMUM •9' OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
NOTE: ALL. IBEDD1NCx s twitALBACKFILL
SHALL BE .INSTALLED IN 6' 12'
BALANCED LIFTS
A MINIMUM 9* OF CLEARANCE
51-IALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
ST0531 INLET 6ED IMENr WRAP
INVERT
T. O. C. NEENAH IRON GUTTER
INLET FRAME AND GATE