HomeMy WebLinkAboutTED4003451.5R
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POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
6" PIPE SLOPE
DRAIN PER DETAIL„ CONSTRUCT TEMPORARY SEDIMENT
THIS SHEET BASIN W 3.• 1 SIDES AND GRAVEL
CLEARING UMI TS FlL TER CONE
(7YP) TOP EL. 453.0
INSTALL 2 ROWS OF SILT 4 x4' BOT (MIN), EL. 448.5
FENCE INSIDE CLEARING UMI7S SURFACE AREA REQUIRED=144 SF
ALONG EDGE OF
BUR�,:.,"�'iA�E'�N/E 6fQy M0 R 345 127
WE771N0 ND EL �'4
A' I fWjT_ Y 7' luny �� I
Jill
4.5
j i I I I I 480.3 1 .'I 11 I.
o 43 PAD EL i� 54 1 i i i'
P EL. . 1 41lIR3:
47fA0 \ PAD ELPAD: EL I j i f
X ♦ 471..8 I �`� r t 4 5 % I I�
` ,N%_ NL X X X )A--w-
r L/YL.G 1/YJ/Ut irLGf1R//YCs
558.0
LIMITS ALONG EDGE OF 24456.8 /4VI II
s
BUFFER B
APPROVED BY NICK
GILLEN, JUL Y 2007
(TYP)
CONSTRUCT TEMPORARY SEDIMENT
BASIN W1 J. 1 SIDES AND GRAVEL
RLTER CONE
70P EL. 456.5
4 x4' BOT (MIN), EL. 452.0
SURFACE AREA REQUIRED-304 SF
8'
1.0'
ROCK LINED S WALE AND CHANNEL PROTECTION
NOT TO SCALE
ROCK LINING SHALL BE QUARRY SPALLS WITH GRADA77ON AS
FOLLOWS:
PASSING 8—INCH SQUARE SIEVE. • 100%
PASSING 3—INCH SQUARE SIEVE. • 40 TO 60X MAX/MUM
PASSING 314—INCH SQUARE SIEVE. • 0 TO 10X MAX/MUM
55
56
4>'l9.5
DIKE MATERIAL COMPACTED
"X MODIMD PROCTOR
CORRUCATEO METAL, CPEP
OR EQUIVALENT PIPE ,
DISCHARGE TO A STABILIZED --
WATERCOURSE. SEDIMENT RETENTION
FACILITY OR STABILIZED OUTLET
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PAD EL
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EX. BROKEN CONC
WALL
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EX. CUL DER T
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12 IE CONC 513.00
1123059053
4/OINT USE DRl V'EWA Y
TO BE yr °
FX BARB WIRE FENCE I c,
GRA 1/EL
NO CC > TRUCTION OR SITE DISTURBANCE FOR THIS
�VSTALL SILT FENCE INSIDE ;
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PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST
LIAR/NG LIMITS ALONG
TO se ivr_MOVED
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_—
OBTAINS A GENERAL PERMIT TO DISCHARGE STORM
SOUTH PROPERTY LINE
EX WELL
WATER ASSOCIATED WITH CONS7RUC710N AC'RWTY
TO BE REMOVED /N
PERMIT FROMTHE WASH/NGTi7N STATE DEPAR71WENT
ACCORDANCE WITH
D04 STANDARDS
EX.TMH
OF ECOLOGY.
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GA �
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EX. GRA VEL I II
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EXi'1023059368:
12 514. 05
EX.
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INTERCEPTOR DIKE
PROVIDE RIFrRAP PAD
OR EOUI AUNT ENOW
DISSIPATION
STANDARD FLARED
END SECTION
INLET AND ALL SECTIONS MUST BE
SECURELY FASTENED TOGETHER
WITH CASKEfED WATERTIGHT FITTINGS
Maintenance Standards
1. The inlet shall not be undercut or bypassed by water. If there are problems, the bead wall
shall be appropriately reinforced.
2. No erosion shall occur at the outlet point. If erosion occurs, additional protection shall be
added.
PIPE SLOPE DRAIN
NOT TO SCALE
E
X
P M EX..PP CAUT)ON
— LOCA77ON OF EXIS77NG U7)U77ES SHOWN IS
— _ — = o — — — a m —_ _ _ _ - _ _— — _ ;EX. CUL 1/ERT APPROXIMATE AND MAY NOT BE ACCURATE OR ALL
NE 7T — 12' lE CONC. 514.09 INCLUSIVE. IT IS 7HE CONTRAC70R'S
H PL
— — Ex. MB RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF
�..? ..... '' EX. SSMH
U7IU77ES PRIOR TO PROCEEDING WITH
CONSTRUCTION. YOU MUST CALL 1-800-424-5555
TR
- ��_
Eo ., NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE
_—_@®=®--i--- I ERE ANY UNDERGROUND
7
GRADING
LEGEND
EROSION AND SEDIti
��s*� BOUNDARY
.... LOT LINE
RIGHT-OF-WAY
GUTTER, FLOW, & CURB LINE
CENTER LINE
- 300 - .... 10' EXISTING CONTOURS
-302 2' EXISTING CONTOURS
---420--------- 10' PROPOSED CONTOURS
- 422--------- 2' PROPOSED CONTOURS
CrnEXXI ROCKERY
RETAINING WALL
FENCE
— — EDGE OF WETLAND
.................... BUFFER 0'
fTL TER FENCE
CLEARING
LIMITS OF CLEARING
—
TEMPORARY INTERCEPTOR SWALE
TEMPORARY INTERCEPTOR CULVERT
I,)
ROCK CHECK DAM
QQ
INTERIM CATCH BASIN PR07EC7ION
BEG/NN/NG EXCA VA
1OV WH
U711.171ES MAY BE LOCATED. FAILURE TO DO SO
_�EPA/R COSTS.
I DD177ONAL EROSION CONTROL MEASURES MAY BE
?SQUIRED AS `r-EMED NECESSARY BY THE CITY OF
Checked for Compliance to City standards
()6, 2012 TRIAD ASSOCIA
3
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.84"
425.821.3481 fax
800,488.0756 toll free
www. triadassociates.net
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RICHARD A. TQUKINS; PE
PROJECT MANAGER
MARK S HARRISON PLS
PROJECT SURVEYOR
RICHARD A. TOMKINSs PE
PROJECT ENGINEER
,rEPFREY L COX ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 8120107
SCALE: HORIZ.: 1 =40' VW.: N/A
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 01_ 047
SHEET NO. 50F 21
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