HomeMy WebLinkAboutTED4003196.42'- 0"
5'— 0
2'— 6
R /W
EXISTING GROUND
100' MIN.
(MAY BE REDUCED TO 50' MIN
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.)
15' 'MIN,
EXISTING DRIVEWAY
RAMP OR SITE ACCESS
ROAD
PLAN
NTS
SECTION 4, T 23 N, R 5 E
1, Use 4" to 8" quarry spalls or crushed rock for 3urfGciny shu-wri,
Material with 'fines' is not acceptable,
2Te 'h100' minimum iength I
snaii be lengthened us necessary -�o insure
material is not tracked into the public right—of—way.
CONSTRUCTION ENTRANCE
NTS
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
2' BY 2" 14 GA, WIRE
FABRIC OR EQUIV.
6 MAX
FILTER FABRIC MATERIAL
2" BY 2" BY '14 GA, WIRE
FABRIC OF EQUIV.
PROVIDE 3 4" -- 1.5"
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON
THE SURFACE.
2" BY 4" WOOD POST
ALT: STEEL FENCE POSTS.
BRUSH BARRIER
NTS
Cramer
BURY BOTTOM OF FABRIC
MATERIAL IN 8" BY 12" TRENCH
5'— 0
1'2
TEMPORARY CONSTRUCTION ENTRANCE
y
y ADOPTED
CITY OF RENTON
+
STANDARD PLANS
C, DNI 0') LST DATE: 12/96
DWG. NAME: BR23 SP PAGE: B068
NOTES:
1, FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND.
2. MAXIMUM SLOPE STEEPINESS PERPENDICULAR TO FENCE
LINE IS 1, 1,
3, MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
THE FENCE OF 100 F7,
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
SMALLER THAN THE U.S, STANDARD SIEVE NO. 200, THE EOS
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
THAT 85% OF THE SOIL CAN PASS THROUGH.
5. THE TRENCH SHALL BE BACKFiLLED WITH 3/4" MINIMUM
DIAMETER WASHED GRAVEL,
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED,
6. FILTER FABRiC FENCES SHALL BE INSPECTED IMMEC.IATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
IMMEDIATELY.
SILT FENCE
(2
NTS 6
Northwest Inc,
i-1TER FABRIC FENCE DETAIL
y ADOP17KE
CITY OF RENTON
+t
1j OR STANDARD PLANS
It
LST DATE:
"2/96
MY DRT
BY APPR
DWG, iVf E: B R 2 1 SP PAGE:B066
J'DI
ENGINEERS, SURVEYORS & PLANNERS
G36049
945 N. CENTRAL, STE. #104, KENT, WA 98032 /S1
(253)852-4880 (local) or 1—(800)251-0189 (foil free) (253)852-4955 (fax) L
E—MAIL: oniOcramernw.com —EXPIRES 11126120W1
NO.
REVISION
FOR SLOT DIETAiL SEE
11 STD DETAIL DWG D-7
LEVELING PAD (8
1/8"X 31/4"X 2 1/4
Bar each corner
Bar each side
-3 Bar each way
9
2 1 /2"
NO 7 ES
Frame and grate
see Standard Plan i, If wire mesh is used as an alternate to rebar, it Sno"
for details) not be placed In knockouts.
2. The bottom O-fthe precast base section shoil be minimum
4" thick and may be rounded.
3 Knockouts may be on all four sides, either round or "D`
shape. Pipe to be installed In fiactory Supplied
knockoutsa Hole slze shall be equal to pipe outer
6" Riser Section diameter plus catch basin wall thickness, 20" MAX.
4, The maximum,dep,+n from the finished grade to the pipe
invert is 5 -0 .
5. the -raper on the sioes of the precast base section and
riser section shall not exceed 4%.
6, Frame and grate may be installed with flange down or
cost Into riser.
12" Riser Section
Precast Base section
tmeosurement at the top
3" of the bases
2"
3
NOTES:
1. USE WITH
FRAME DRILLED
AND
TAPPED FOR LOCKING BOLTS.
2. USE WITH
TWO LOCKING
BOLTS
5/8"-11 NC STAINLESS STEEL TYPE 304
STEEL
SOCKET HEAD
(ALLEN HEAD) BOLTS, 2" LONG,
5, COVER
MATERIAL IS
CAST IRON
PER ASTM A48 CLASS 36".
4. SHALL
CONFROM TO
SEC. 7.05
OF THE STANDARD SPECIFICATIONS.
5 COVER
SHALL HAVE
THE WORD
"DRAIN" IN 2—INCH RAISED LETTERS,
SURVEYED:
C N VV
DESIGNED.
i-S<
DRAWN: , -q-K
CHECKED: LSK
BY DATE APPIR APPRGvED:
CATCH BASIN TYPE I
%?A" olp"he"
F mos9
b11
rm
ADOPTED
y
OF RENTON
CITY
Standard Plans
A Last Date 5/26/1995
B2
APPW D Plan No B -01 sPFAGE01-
TYPE 1 C13
NTS 6
1/4"
4 3/4"
4
1 1/2"
40'
SURFACE WATER UTILITY
SOLID LOCKING COVER
y 0 ADOPTED
CITY OF RENTON
+ +
STANDARD PLANS
UL7�40 LST DATE:12/96
12/96 1 REFORMAT TO 11-x17- I DCVl DT I
DATE I DWG- NAIVE: BR-02 SP PAGE:8020
DA� REVISION I BY APPR'Dj
SOLID COVER L4-'�
NTS SCALE: 6
VERTICAL M\4) 1988
HORIZONTAL 11 HAD 1993/1991 911,06 CITY OF
`6R
"L
t RENTON
ONE INCH DATUM
IF AT NFULL SCALE Planning/Building/Public Works Dept.
OT ONE INCH
SCALE ACCORDINGLY
BY:
BY;
BY:
BY:
DALPAY SHORT PLAT
FOR JIM DALPAY
EROSION CONTROL & DRAINAGE DETAILS
DATE:
DATE:
DATE:
DATE: DATE:
1 9-28-04
PACE:
DRAWING NO:
6
SHEET; 6 OF: 9
SCAlI1444ic-n APR 12 2Ote( C o Cl)
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