HomeMy WebLinkAboutLarge Format0::
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. SEC. 30, T. 23N., R. SE., W.M.
2. SEE SHEET DPP1 FOR DITCH PLAN & PROFILE.
3. SEE DETAIL D ON SHEET DGS1.
4. FOR DETAILS ON PLUGGING PIPE, SEE SPECIAL PROVISIONS.
5. CONTRACTOR SHALL PRESERVE & PROTECT EXISTING
SANITARY DURING CONSTRUCTION.
6. SEE SHEET DD1 FOR NOTES, PROFILE, AND STRUCTURE.
............... ......... ------················ --··-······ --······-· ..... ··----·--
' EXISTING 24" PIPE (C65)
, TO BE PLUGGED ............... ' '(SEE 'NOTE 4) ........................................ .
SB SR 167
"' . .,,..,... -•-•••-• •-•--• • • •-,.., ••-•-••" •-·-·,wm·o, '•"•"• • -•••• . , .................... .
ii
i,
i
i
.... iN 10~56:49.'.' E...... .. . •.•..•..•. ·t ..... , ................. · ·· ······
/
BEGIN PANTHER CREEK CHANNEL RESTORATION
............... ..... L JQ7Q'.':!:i7.84 (9.2,43;:RI) =:.. . ......... .. · ··· CH 1 0+42 .48 . · .. _ · · --·
MATCH EXISTING
DITCH BOTTOM
·-·----·---·------·-·-·· ·-·-·-----·-··----............ . .............. .
END DITCH EMBANKMENT
L 1075+96.93 (79.00' RT) = ........ DR 14+78.15 ....... .
N 17°37'46" E NB SR 167 MATCH EXISTING
················ bR ·fo+oo:oo i=>crr,·
.. .N. 165565.64 , ..... .
E 1298285.65 i BEGIN DITCH EMBANKMENT
!1• L 1071+39.19 (101.00' RT)=
:~!DR 10+04.19
DGS1 WETLAND BOUNDARY
N 21 °32'48" W
DGS1
........ B
.;::,,-
·v..... .. / ....
10+1:2.30 pc"-.. '"""" -...
P.L STATION
CH 10+18.63
CH 10+32.59
CH 11+15.18
CH 11+66 .. 83
CH 13+48. 15
CH 14+47.88
CH 15+88 .. 25
CH 16+63.26
CH 18+03.00
DR 14+53.52
DR 14+72 .. 63
.. -._-:,
CH 11+04.35,PC
CH,}11+24.78 PT '
' ,/
.. /
PANTHER CREEK
NORTHING
165468.60
165481.82
165560.80
165583 .. 60
165749.51
165849.39
165974.16
166049.33
166187.67
166010.91
166016.02
?
'''''''''' Ti.FL 2s;o
'" i
203 ''''''' -b. ,, ' ,,,, ' """ '' '' ' V ---,.s;\--. '"":::::--,, '''
_::;·····;::.:,;:.~m;;;.;---:;.~:;,.~_,,.,"",·' --· :.;./,-~e<«i:;;rn·:;::;;., .. ~.;;;;;·· -;;;;;,,,.,,;.;:;-· <:-;«Z&~=·· ;;;:.;;.,,,,;,,, ;;~----.~--,Z '•-== w.w='*'" s,;,AVA'C'-',·--;~ ""''"".m= -~"' s.;;c-; ,,-=-·.e.-.-;cs-,
CURVE
EASTING
1298264.73
1298259.50
1298284.60
1298332.30
1298408.96
~""" DGR1-1 SEE NOTE 6 <t_ DITCH
--. \ i .. ././
DATA
DELTA RADIUS
28°25'02" LT 25.00'
39° 10'34" RT 10.00'
46°49'18" RT 25.00'
39°39'07" LT 50.00'
33°22'30" LT 75.00'
' ;)
DRAINAGE-~
EASEMENT
''"<·----"---.. '"/
'
TANGENT
6.33'
3.56'
10.82'
18.03'
22.48'
/
LENGTH
12.40'
6.84'
20.43'
34 .. 60'
43 .. 69'
.. -'~ r .
,:SEE
s ' ....... 3 ' '' ··•····· ".CH '14~63.34 p~
CH
-----
N 8°34'~3" W/1
THE BASIS OF BEARINGS AND DISTANCES ARE
DETERMINED FROM WASHINGTON STATE PLANE
COORDINATE SYSTEM NORTH ZONE (NAD 83/91*).
THE DISTANCES SHOWN ARE GROUND DISTANCES.
0
C
T"
FOR SURVEY INFORMATION SEE RECORD OF SURVEY SR 167
RECORDED 2005051190000.
THE DISTANCES SHOWN ARE GROUND DIMENSIONS. TO OBTAIN
THE GRID DIMENSIONS, MULTIPLY THE GROUND DIMENSION BY
THE COMBINED FACTOR OF 0.999953732 .. THE COMBINED
FACTOR IS DERIVED BY MULTIPLYING THE ELEVATION FACTOR
OF 0.99998687 BY THE SCALE FACTOR OF 0.99998159.
s
J ,S ... .. ,;,.,.... .j.
N 28~0,9.'41" E
SEE
,,/
/
i
1298393.90 36°44'14" RT 50.00' 16.60' 32.06' HORIZONTAL AND VERTICAL CONTROL
1298460.69 50°08'11" LT 100.00' 46.78' 87.50' POINT STATE PLANE COORDINATES NAVO 1988
1298430.36 13°39'13" RT 75.00' 8.98' 17.87' NO. NORTHING EASTING ELEVATION STATION OFFSET DESCRIPTION
1298410. 13 28°04'43" RT 50.00' 12.50' 24.50' 203 165752.850 1298298.958 27.261 L 1073+21 .. 33 78 .. 52' RT REBAR W/ CONTROL CAP
1298371.77 87°31'16" LT 7.50' 7.18' 11.46' 204 166169.742 1298367.312 28. 149 L 1077+43 .. 62 66.46' RT PK NAIL W/WASHER
1298350.35 87°31'16" RT 5.00' 4.79' 7.64'
_;: FILE NAME
:::J TIME
c:\pwworking\sea\d0690261\112106_DGR1 .dgn
12:55:55 PM REGION STATE
NO. FED.AID PROJ.NO.
0 >i-;;;,;;.;,_----------------t---------------------t-----1---t DATE 1/3/2012 10 WASH
1·,i "")
(;)
. ._ \_ ! / ?
' DR 14+5'l'.79 PT '
CH 16+54.29 PC
.C,H 16+28.98 PT
I 'k "' , ...
I ' I 'SEE
' " "
NOTE 5
i i ' KING\ COUNTY \
UTILITY' EASEM~NT
10' WIDE \: ..
0 25 50
SCALE IN FEET
" I
r r ,.,-, EXISTING MANHOLE
A: CONTROL POINT
18+15.00 PT
N 19°45"26" E
,> CH ,18.:+32.46 POT
''N 166Z15.88
LEGEND
E 1298420.26
DITCH
' '
EXISTING DITCH
SLOPE BENCH
<<<<<<<<<<<<< LIMITED ACCESS
>
W&_, -2() <&&&> w~ EXISTING CONTOUR
~~~ CONTOUR
... '-! ......
/", ------)\---···· ....... '-! .......
/", EXISTING FENCE
-X--X--X-FENCE
EXISTING GUARDRAIL
/X/7./-'!/(z:;z;;/ EXISTING RETAINING WALL
TREE
BRUSH LINE
·'"'"'"'"'"'"'"'" ,o,-m.·m;,m-, 1 •• WETLAND BOUNDARY s·/ /"···,·
EXISTING GUIDE POST
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
EXISTING CATCH BASIN
Ji
~<U.-: WETLAND . s s -
·i· ORDINARY HIGH WATER 5 n ·,>
® CONSTRUCTION NOTE r· .,
Crcy of Rer"!ton
PROPOSEli)in~J~CJrl BASIN
L ";
~ DITCH STRUCTURE CODE D (SEE SHEET SN1) ....... JAN l 2 1Ul1 PLOTl
• 1-405
DGRl
Wi-;...,;~----------------t---------------------t-----1---t----:-::~~=--I C/1 JOB NUMBER
PLOTTED BY cwilcox Ii 1{ Washington State, THUNDER HILLS CREEK Mlfi~,(Cfitfrf [Q)
FISH BARRIER RETROFIT Department of Transport,tion SHEET
21
OF
:;:: i,...:::.::.::.;~=......;;;...;._ _ _..;.:.:..;:_ ________ t-__________________ +-___ -+_-1
+-i-=~:..:....:.:;;.;;......;;;..; __ ......;:~.;..._-------t-------------------+-----+--+--:-:-----::---:::--+---"'."::-::-:-:::::::-::-:------t U CONTRACT NO.. LOCATION NO.
(l) i,...:::.:..:;;:;.;;.;..;;;;;.;;_...;;;;.;;.....__......;:~--------t-------------------+-----+--1 ·~
DESIGNED BY MG
ENTERED BY ccw
CHECKED BY CPS
PROJ. ENGR. RAF
REGIONAL ADM. L. ENG
ENGINEERING INC.
11A023
47 DITCH GRADING & ALIGNMENT PLAN 0 i,..:..::..:...::.;;.;...;;;.;.;..;;.;;..;.;. __ _..:..::...;a.~-------t---------==:7.':=:-:---------+---:::-:-=:=--+-=:-:-1
L REVISION DATE BY P.E .. STAMP BOX
0... 1....:..,;.~;.;;;..;..;.;.;_;;...;;.;__;_;._........;;.;..;;.;~-------....... ------------------....... ------'--....... ----........ ----------....... ---------------------......... --------------..._----------------------....&.-----'
DATE SHEETS
" +-
-
:::J
0
>
QJ
Ul
•-
3
+-u
QJ ·~
0
L
Cl..
STATION
CH 11+20
CH 11+50 TO 17+10
CH 17+40
VARIES
RESTORATION TYPE 3
VARIES
VARIES
RESTORATION
TYPE 1
(PLANT TO 1'
ABOVE
STREAMBED)
BB
CH
<l .
SEE INOTE 3
6.0'
I ---
VARIES
RESTORATION
TYPE 1
(BELOW
ELEVATION
25'TO 1'
ABOVE
STREAM BED)
BB
VARIES
RESTORATION TYPE 2
(ABOVE ELEVATION 25')
VARIES
----I -
DEPTH SLOPE BENCH
AA BB
2.4' O'
2.3' 3.0'
2.1' O'
. -. '· ,,,
T
AA
~1
2
PROFILE GRADE
SEE NOTE 4
DITCH SECTION
CH 11+20.00 TO CH 17+40.00
NTS
A
~1
2
.. _ CONSTRUCT. ___ .
BERM
· ·.--\ cH 11+15.13 1:sf Lr··········· -
EL. 26.0
' r:;;..-. , ......
DR 10+09.34 5. 76' LT
EL. 26.0
E
..
i • .!1
VARIES
RESTORATION TYPE 1
(PLANT TO 1' ABOVE
STREAM BED) CH
VARIES
* RESTORATION
TYPE 1
(PLANT TO 1'
ABOVE STREAMBED)
VARIES
i
I
<l .
I
** RESTORATION
TYPE 3 OR 4
DR
<l
I
SEE NOTE 3
(/) VARIES
~ *RESTORATION
ca ::i TYPE 3
(!) (!)
zZ -m it: m <~ ~ it:
0 (!) --r-
Ex1sT1NG_/
GROUND
2
I
SEE NOTE 3
I
6.0'
I -1-----
1
I
~1
2
STREAM BED ~
MIX 1.0' TYP.
2.0'
PROFILE GRADE
SEE NOTE 4
0
DITCH SECTION
* CH 10+42.48 TO CH 11 +20.00
** CH 17+40.00 TO CH 18+00.49
NTS
10 20
SCALE IN FEET
B
-.._ . -'
(/)
I-
VARIES VARIES VARIES i (/)1-f-------==----+--~-=-==-------i-~~=c_____~~ .... -
RESTORATION 3.9' -33.1' RESTORATION ..,
~ ~ TYPE 3 TYPE 3 c, (!) .., zZ
-iii c,(!) it:m z~ <~ -m ~it: ~m O(!) -· ~~ r--
oc, /
~~ING_/~"" 1 /
GROUND "" 1 /
. . . . . I •. .... r .·.
SEE NOTE 6
PROFILE GRADE
SEE NOTE 5
DITCH SECTION
DR 10+04.19 TO DR 14+78.15
NTS
~~-<L ~-----""" · -'---~ , , _·v< -d• " ·•---'""'-•·-" -•, •-_. ----_______ J', ---------
C
t .. •
CH
<l
5.1' I CONSTRUCT
EL. 30.0 1 BERM ""'"•'ir .. ••••••H••••ouu,,., .. .,,.,.,, • .,,., .. ,..,.,, .. .,,..,.,,.,,,..,.,,,,.,a , .. .,,.,.,., ... , • ., ,_,.,.,..,,,,,, ,.,.,.,,..,,.,.,., ... ,.,,.,,.,,.,,uuu,.,uu,,, .... .,, .... ,.,, "'''"'""'"''""'"''""'""""'""''"'"'''"'""'"-''""'''"'''""''""'''
I TOP OF BERM
DR LINE
EXISTING_/
GROUND
I 2
EL. 26.0
·+, -..
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE SHEET DGR1 FOR DITCH GEOMETRY AND GRADING.
3. SEE SHEETS SP1 AND DRP1 FOR PLANTING LIMITS.
4. SEE SHEET DPP1 FOR PROFILE GRADE LIMITS.
5. SEE SHEET DPP2 FOR PROFILE GRADE LIMITS.
6. EXCAVATION FROM PANTHER CREEK DITCH RESTORATION
SHALL BE USED TO CONSTRUCT EMBANKMENT FOR DITCH.
FILE NAME c:\pwworking\sea\d0690261\112106_DGS1 .dgn
TIME 12:56:01 PM
DATE 1/3/2012
PLOTTED BY cwilcox
DESIGNED BY MG
ENTERED BY ccw
CHECKED BY CPS
PROJ. ENGR. RAF
. CH 11 +04.35 PC
~ DITCH
/
REGIONAL ADM. L. ENG REVISION
CH 11+24.78 PT
DATE BY
DR 10+10.80
EL. 25.3
DR 10+09.34 4.21' RT
EL. 26.0
CH 11+25.01 7.89'LT
EL. 26.0
DETAIL D
REGION STATE
NO. FED.AID PROJ.NO.
10 ASH
JOB NUMBER
11A023
CONTRACT NO. LOCATION NO.
-
Ii 1{
ENGINEERING INC.
DATE
P.E. STAMP BOX
----''---<:-, 1 0.25%_
1
-E~5 :-;-~SEE-NOTE 6
EL. ~0.0 "'"-1-•••••"'""'""A''-""'""'"'""'""'"'""'"'''"'""""'"'"''"'"''"'''""''"'"'''''"''a,um••••••H•N•••,.•••••••"'•N••••u .. ••• , .. ,.,,.,,.,,..,.,, •• HHH•,,,..,.,,..,H,•"'NH,,o,,uuo•HHo•HHH••HHo••••H•N••••HuHu••H
'
~
• Washington State
Department of Transport,tion
SECTION E-E
NTS
SELECT BORROW
INCL. HAUL
City of Renton
Planning Division
JAN l 2 ZU1l
1-405
THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
DITCH GRADING SECTIONS
PLOT1
DGSl
SHEET
22
OF
47
SHEETS
Q._
cc
0
00
+-
::J
0
>
(l)
U)
3:
+-
(J
(l)
"\
I
GENERAL NOTES SEC. 30, T. 23N., R. SE., W.M. 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. GEE SHEETS DGR1 & DGS1 FOR DITCH GEOMETRY, GRADING, AND DETAILS.
BEGIN F.A. NO. ER-0801(007) 3. SEE SHEET DRP1 FOR DETAILS ON PLANTING AND SOIL
STABILIZATION OF DITCH. , .. ,
,,,!
"\
BEGIN PROJECT "
z /
(
4. FOR DETAILS ON PLUGGING PIPE, SEE SPECIAL PROVISIONS. /""\ ;..:o
SR 167 MP 24.70
R/W L LINE STA. 1070+00.00 P.O.T. =
R W LINE STA. 917+35.76 P.O.T. (0.60' LT)·····-···-,"~·····<
.. • ; . ' ~ ,, .. , . -. ' '; ,_,._ , .. '"'· ·-/.
/ ', '
LEGEND .
.,.,,,,,_,.,,_,.,"'"· ;""*"'"'**
DITCH · · · · · ·, l ··:--::-,····(:,accc I •.
..... -· "I"'"''
EXISTING DITCH
..
(({(((((((((( LIMITED ACCESS DPP2-2 EXISTING 24" PIPE
TO BE PLUGGED
(SEE NOTE 4)
$8 SR 167
.... ffJ
EXISTING FENCE
EXISTING GUARDRAIL
EXISTING RETAINING WALL
TREE
BRUSH LINE
EXISTING GUIDE POST
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING CATCH BASIN
EXISTING MANHOLE
WETLAND BOUNDARY
WETLAND
ORDINARY HIGH WATER
CONSTRUCTION NOTE
DITCH STRUCTURE CODE
(SEE SHEETS SN1 & QT1)
.. I . .
BEGIN DITCH EMBANKMENT
L 1071 +39.19 (101.00' RT) =
DR 10+04.19
'R./W
... · :-; ·i 3 •"
-'1 --· .. . ... '.'<\'Y
,,•,
'j
CH I..JN1: c
1.~, n
DITCH RESTORAtlON-~
(SEE SHEET DPP1).>
--~ . -~
N 10°56'49'.' E
-,._-
b
0 ...
/f
.. bRAINAGE EASEMENT-~
,···-·.,.,
... . ---S .... J
DPP2-1
·:::::):::::····
i,
1075
·::::::·:::·:::·:; ·:::::::::::::,;:
·---·· Oci'H----,;:\;'H···
.. .-$ ......••. s ....... , :.; .. .
\t
SEE NQTE 2
'·' '·' c'
()
-0
! I
----------·--·
L LINE
'I·' •.'.U'
· .......................................................... '-··
• -J ••.• ,.
.ill ....... .
(I)
... ··=\
--------------..... '
NB
'-+--MAINTAIN EXISTING
DRAINAGE DITCH
1080; ·
(.;
(;-
0 50 100
FEET
-~
,-----~----~----.-----·-,------------,~----~---~----------·~-----.---,---,------,-----: : . : . : .. : : : : : : : . l '\ : : : : : : : .. : .
: :· : :j i i ·: z : ::::: ::/' : :: ~::.:. : J.: ..... : ·:: :· : "i-
: -· : : I I l .. : .. ~-L_ I : : I -•' ''1•':'•'-•:,<>,_,..,s,:,-,.....,....~-"":-,...,,-,-,a_.---."-';-··"'-~-,,-~_,-,. 1··· I . : . ---.--. _; ··-~ : ·---·-: -~ ~ -------· ----:--~-----. : --·--:--:-:------------:-~ ·->·-:-~---·--~-.=· . --: . . . : : ·: -=-:< . : . : . -: :1:j ·: -:·: · ·:·t --: ·: :: :
· -· : . : I : . . . : : : I : -: i : : : i : . ·: : i : : i : . : : i :1-~ l : -: : : : : i . : -! : : · · : : : ·--: · : : : -: · : : : i : : . . : i : · . : : : -: : 1-: : i -: : I · . : : . -. : : I · · : · : : ~ --: . I . . : · -: --i : . . : . . . 40 . . . . . : . -: . --: · : · · : . -: -· : ·tv : --· : : · · · · · · · · · · · : · · · · · · · · : · · · · · I · : · · : · · · -: --: · : · · ·, : · 4.0
------------------------------~----------------~-----------------------------· -------------------------------·-------------------------------____ ..... ----·---------------~-------------------------------·------------·--"""·-----------------------------·-----------------------------------------------·---------------... ---------------~----------------------------------------------------------------------------------------------------------------------------... ---------------· • -I-• ' • I· . ·o I I I. -: ·o u, : : . i . :or= ~ a. : .
: -01.1. C :-, ..
: . . : : : . . . . . . ! . : : : : . . . . : : : . . : : . : .: :a, ~ : ~ . ~ . . . . . j : . . . . . . .. · ' . ·-.8 . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . '
-·--•••-------·t--•••••·-------J--------·--·--•·~-----···-------~---••••-·---••• 1•••••••••••••••• ••••••••••-----~---•••••••--•-• .----•••--•••----~-..... "\9"' ••••~• c:::r----••• --·--·-··-·-••• --··--••••••••• •••-··---------J ---•••------·--~--•-•••~•••••-•~•••-•••••••••••_....•••••-••••••••• •-•-•••••-•--•---••-•••c,t "--:---•-•••••-•-••-~-•••••----··-•• ••••••·----•·•-_._-··------·--•••L•-•••••••••••••1••••••••••••-••-:-----·-·-··-----~-------·-·-···-----------•••••-'-•----·-----·--••
. . . . I . . . . . . . . . · · I · · · · · · · I · · · · ·• ·en -0 0 . · 0 · · · · · · · · · · t,,.. z I · · · · · , I I · I · · · · · ·
: : : 'llllt-C + .-co · · · · · · · · · · · · · ·11 ·--! · · · · · · · · ·. · · · · · · ·: · · · ·: · · : · · · · · · · · · ·
• · • · i • • • . • . · • . • • • I • . • • . • . • • • • • I • • • -~ •~ ~· ~• : : ! ~ · • • • • • . • · • • . • • • • · • • • • • • . ~ ~ § : · • • •. • • • • . ·. • • · · • ··i ·I · • · · I • • • • • . • · · . • . 30 . . . . . . . . . . . . . . . . . . . . . . . . . . a::. . ...1 . . .. !C'I · . . . . . . . + + P . . . . . . . .· . . . . . . . . . . . . . . . . , . . . . . . 30
---------------1---------------,----------------~---------------,---------------~----------------r---------------,---------------~----------------r·f!t-:.:.t 'LtJ'·,--------------·----------------~---------------,----------------.-----------------------~-------,-------------··"I""·-·------------~---------------...... "."'I' .. .,,. ::E-~--------------r-··----------·· --------------~-.----------------r---------------~----------------:----------------~---------------~----------------.----------------· · · -· · · · -! -· · -! · · · · · · fs tt : · · · · ! · · · -· · l · · · · · :T-·s ~ ~ · · · -: -· · · · · · · · · -· · · · · · · · · · · · · · · : l · · -
: : . : . . PROFll:E GRADE : a:: ..-<C L · • • : · • • :
I I I I 'I C..J::!'1. I ·1 : : : : . i . . I . . : . l .
1 I .. I I · I · , I .. J • I ,
I I I I I I I I
I I I I I I I · I
------------------------------..i----------.. -----~---------•• ----------------___ .,: ____ -----_______ t __ ---------...... ---------.. -------.. ----------__ t_ --------------------------I : -.. -------==a..is~-----~ -~--.. -------~ ------~ l ..... -----~--.. ---~ ~---------------:----~--.... --~ -.l.~ -~~ -~ ----~ --~-L-----~-------.·.. ----· .-.. ~ -~-.. ~ -~---.. ~--------~ ----... ~ --~----~--.·. -----~-~-----~-~------------__ ._ ------~ -------~ __ .._ __ ..... --~------~l-----~---------·
: :. -~: 1· : I I I I I : :. : : :---..........;.._,-+-, : ·:· : ·:· 1· I ··: :
: : : I ---:--,-,-_: ---.--_
0
1 I . : . : . : . 't,. >
I I I I . I i . I . i . . I . ' . ' ' I ' . . . ' I .
I I I I I 1. I ~~ .1 .. 1. ,.........,"h ..... J,
I I I I : : : I ~ __ .......--:___..,....-:-. , : , , ...• 1. : : : . ! i . : ! : : ! . ! : . ! ~ \f . I '\ 20 · · · · · · · . . . . . ! . . . . . . ! : . . : . : . : .. ·. : : : : . ! , . . . . . . . . . . . . . . . . . . . . . . . . I • • • • • • • 20 ---------------"' .. ------~---.-~-----.--------------... --~ ---.. ---.--.---~-----~ -----:--------_--------:----------~ -~~.. ----~---~-------J-------. ---~. ---:-. --.-~ ----·. ~--: . ------~----. -~J---.------~-~----"----.-----------:-------~-------: ~-~ -~----------:-.. ----. -· ----.&. ----· -~-_ .. _. ___ ..,_~------~~----..... __ .. ______ --.. ~--.a.---~--~-·-_---~-'---~--~ -------~------~----~-~ -_-1-~ --• -~ ~ -~-•• __ _._ .... ~--.. ----~ ---...... ~ .. -~--------_-----~-~-----___ _._ _____ -----. --.---1.----~ -------..... .1 ....... --~------~_._ __ --.-~--~-~----·
i · i i i i EXISTIN~. GROUN~ : : : : -LINE -: . : l . I I i I i
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FILE NAME c:\pwworking\sea\d0690254\112106_DPP2.dgn ~ p
REGION STATE
NO. FED.AID PROJ.NO. 1-405 TIME 2:45:37 PM
DATE 1/3/2012 10 WAS ili THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
DPP2
Washington State
Department of Transport,tion SHEET
20
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ENGINEERING INC.
PLOTTED BY cwilcox
JOB NUMBER
11A023
DESIGNED BY MG
ENTERED BY ccw
CHECKED BY CPS CONTRACT NO. LOCATION NO. OF
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FILE NAME c:\pwworking\sea\d0690254\112106_DPP1 .dgn ~
REGION STATE FED.AID PROJ.NO. NO. TIME 2:43:58 PM 1-405
DATE 1/3/2012 10 WAS • THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
DPPl
JOB NUMBER I i 1{ 11A023
CONTRACT NO. LOCATION NO.
ENGINEERING INC,
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
Washington State •
Department of Transport~tion
cwilcox
MG SHEET
19
OF
ccw
CPS
REVISION
DATE
DATE BY P.E. STAMP BOX
DITCH PLAN & PROFILE PROJ. ENGR.
REGIONAL ADM.
47
SHEETS RAF
L. ENG
G~NERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. SEE SHEET SP2 FOR CLEARING AND GRUBBING LIMITS.
3. SEE SHEETS DR1 AND DP1 FOR CULVERT AND DITCH ELEVATIONS.
4. SEE DRAINAGE PROFILE SHEET DP1 FOR STREAMBED MIX DEPTHS.
5. SEE SHEET RSDD1 FOR DETAIL ON SECTION AT OUTLET OF PIPE ARCH.
6. ANY ADDITIONAL EMBANKMENT THAT EXTENDS BEYOND THE ENDS
OF THE CULVERT SHALL BE INCLUDED IN THE LUMP SUM BID ITEM
"CULVERT REMOVAL AND REPLACEMENT".
LEGEND
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(SEE SHEET SN1)
LOG WITH ROOT WAD
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THUNDER HILLS CREEK MITIGATION
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3. SEE SHEETS DR1 AND DP1 FOR CULVERT AND DITCH ELEVP1TIONS.
4. SEE DRAINAGE PROFILE SHEET DP1 FOR STREAMBED MIX DEPTHS.
5. SEE SHEET RSDD1 FOR DETAIL ON SECTION AT OUTLET OF PIPE ARCH.
6. SEE SHEET RWP1 FOR APPROXIMATE LIMITS OF REMOVING WIRE
RETAINING WALL AND CONSTRUCTION OF STRUCTURAL EARTH WALL.
SEE SHEET RWD1 FOR DETAILS ON CONSTRUCTION OF STRUCTURAL
EARTH WALL.
7. ANY ADDITIONAL EMBANKMENT THAT EXTENDS BEYOND THE ENDS
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EXISTING CATCH BASIN
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(SEE SHEET SN1)
ORDINARY HIGH WATER
CONSTRUCTION NOTE
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MATCH EXISTING
C 8+93.22
EL. 10.35
MATCH EXISTING
C · 8+93.22 (9.3' LT)
EL. 13.11
C 9+07.07 AP.,
C 9+11.55
OUTLET FL 10.53
---
l 1
\ WETLAND~
t BOUNDARY ·1· I \ , I
\
\ \
\
\
\ ' ' t \
/
6.9' 9.3'
-
C
LINE
I
N.T.S.
R/W
/ /
9.3' 5.5'
/ ~EXISTING
GROUND
STREAMBED
MIX
PROFILE GRADE
SEE NOTE 3
B-8
/
/
\
\
!
/
4 %7
--------17
FILE NAME c:\pwworking\sea\d0690250\112106_ CD1 .dgn
TIME 12:47:36 PM
DATE 1/3/2012
PLOTTED BY cwilcox
DESIGNED BY MG
ENTERED BY ccw
CHECKED BY CPS
PROJ. ENGR. RAF
REGIONAL ADM. L. ENG
"'/ •<'"
REVISION
18
REMOVE WELDED WIRE FACED SEW
CONSTRUCT STRUCTURAL EARTH WALL
(SEE NOTE 6)
REGION STATE
NO.
10 WASH
JOB NUMBER
11A023
CONTRACT NO.
DATE BY
' 1
. .. . . -.. . .. . .. . . . .. ······-· -·· -~-' -----·-············· ............... .
l.--------/-------1--~19'-2" X 11'-9" PIPE ARCH
FED.AID PROJ.NO.
Ii 1{
ENGINEERING INC,
LOCATION NO.
DATE
P .E. ST AMP BOX
•-•· m••••••" •• •••·•---·•rn•• •-••••• •-.. ···•· -·····-,_,,.
.....
• Washington State .
Department of Transport~tion
.,,r"'
18 ···-·
1-405
City of Renton
Planning Division
JAN 1 2 LUI/
0 5 10
SCALE IN FEET
THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
PLOTl
CDl
SHEET
16
OF
47
SHEETS CULVERT OUTLET END DETAIL
0::
0
FL 8.23 (NORTH)
FILE NAME c:\pwworking\sea\d0690262\112106_DP1 .dgn
TIME 12:55:05 PM
DATE 1/3/2012
PLOTTED BY cwilcox
DESIGNED BY MG
ENTERED BY CCW
CHECKED BY CPS
PROJ.ENGR. RAF
REGIONAL ADM. L. ENG REVISION DATE BY
9+.00 10+00
REGION STATE
NO. FED.AID PROJ.NO.
Ii 1{
ENGINEERING INC.
10 WAS
JOB NUMBER
11A023
CONTRACT NO. LOCATION NO.
DATE
P .E. ST AMP BOX
• • , • .<" -'--1..cLJ·· ~ '" •,,,. ·ee, I l ,, , ·:"'·'·"1 i, ,., ,,;,-,
' .. '
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TYP.
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C i;S
. . . I . . . . . . I . . . . .
.. . . ... . . . . . ... . . . . . . . ·20· .
-----------------------~·------~-----------~-------------------------------... ·-----------------------------·----------------·········-
~
V
•".,...:. : . . : . . . . . . . :
"''r:·· "END 'APPROACH CHANNEL i
. . . . · C 12+65.07 . . .
• ·1
'·
' .,
Washington State.
25 50
.. HORIZ .. SCALE IN FEET
2.5 ..
. • VERT. S.CALE IN FEET
1-405
City of Re11t1 n
planning Divis!c n
5 . · · JArv 1 2 ZU.11
PLOTI
DPl
Department of Transport;ation
'
THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT SHEET
14
OF
DRAINAGE PROFILE 47
SHEETS
. L
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
5. CLEARING & GRUBBING LIMITS SHOWN HAVE BEEN OFFSET
10' BEYOND THE LIMITS OF CONSTRUCTION.
6. SAVE AND PROTECT ALL DESIRABLE VEGETATION
OUTSIDE CLEARING AND GRUBBING LIMITS.
DESIRABLE VEGETATION INCLUDES TREES AND SHRUBS.
7. FOR STATION LOCATIONS OF REMOVAL ITEMS,
SEE QT SERIES SHEETS.
8. REMOVAL ITEMS, EXCEPT REMOVING WIRE FENCE,
SHOWN ON THIS SHEET ARE APPROXIMATE AND
WILL BE CLEARLY DEFINED BY THE CONTRACTOR'S
APPROACH AND METHOD USED IN CONSTRUCTING
THE PIPE ARCH.
9. REMOVAL ITEMS SHALL BE INCLUDED IN THE LUMP
SUM BID ITEM "CULVERT REMOVAL AND REPLACEMENT".
SEE SPECIAL PROVISIONS FOR APPROXIMATE QUANTITIES
ASSOCIATED WITH EACH ITEM.
10. SEE SHEET RWP1, RETAINING WALL & PROFILE, FOR
APPROXIMATE LIMITS OF WALL REMOVAL AND REPLACEMENT.
11. SEE SPECIAL PROVISIONS FOR PROTECTION OF EXISTING
ITS AND ILLUMINATION SYSTEMS. PROTECT THE FOLLOWING
ITS AND ELECTRICAL CONDUITS:
A. 1-2" DIA. ELECTRICAL CONDUIT ON OUTSIDE
SOUTHBOUND SR 167 SHOULDER.
B. 2-4" DIA. ITS CONDUIT ON WEST SIDE OF SR 167
MEDIAN BARRIER.
C. UNKNOWN ELECTRICAL CONDUIT SIZE ON OUTSIDE
NORTHBOUND SR 167 SHOULDER.
D. 2-2" DIA. ITS CONDUIT ON EAST SIDE OF OUTSIDE
NORTHBOUND SR 167 SHOULDER.
E. 1-2" DIA. ELECTRICAL CONDUIT ON EAST SIDE OF
OUTSIDE NORTHBOUND SR 167 SHOULDER.
12. REMOVING FOUNDATION OF SERVICE CABINET SHALL
BE INCLUDED WITH BID ITEM "REMOVAL OF STRUCTURE
AND OBSTRUCTION". CONSTRUCTION OF NEW FOUNDATION
FOR SERVICE CABINET SHALL BE INCLUDED WITH BID ITEM
"REMOVING AND RESETTING SERVICE CABINET".
-·-,;,_._ -----1.:Y< .. · ·
.\· ' . .
""'· \ .. ,.} ..... !,__
R/W
..••... --·>
0
:cc:. ·"'··' :.aaaa· .. aa:····.} .. ,. : ... ;···",..\---·,·:· ···:cc.:.l ,aa:oo:
. .................... N ..•. ....
1115·
. · ..... • . ... . Cl ·. . . . . . . ...... .
') N ....
· r;·c··· ···
.... SB .. SR. 16.7 ....
SEC. 19/30, T. 23N., R. SE., W.M.
965
~ .:·· .. :·:,::··.;··-··· ....
EXISTING DOUBLE
48" PIPES TO REMAIN
' • i ··-..., .... _______ j ... ,
'"··--'" >::tc.f-f /J}
'/",t'-/
E'Xl~TING SWALE
{TO REMAIN) __,.__-,.J
·· ········ 0.05 ACRES OF
CLEARING &
GRUBBING IN
WETLAND ..
WETLAND BOUNDARY
. ... SEE NOTE .11 ---"r/
EXISTIN(p ]'l,H §TEI;!.. J:'JPE. ((;7'?,J
TO BE REMOVED
; i
BEGIN REMOVING WIRE FENCE ;,;
L 1119+ 70.04 {58.56' RT) ,{(};:
BOUNDARY_------
I
TEMPORARY
CONSTRUCTION
EASEMENT
ROW 969+49.45
. ~78.66' LT
, d-. .,_"··-
· · 970 ..... ········ ············
NS SR. .. 167 ..
. .............. .
,
····"· -·l~
12)
LEGEND
-CUT---
-FILL---
(((((((((((((
------
CUT LINE
FILL LINE
LIMITED ACCESS
SECTION LINE
EXISTING FENCE
EXISTING GUARDRAIL
EXISTING BARRIER
""~"''"""°""'~'"'"""'~"'"'""·"· " .. -:;;::···~· ~~'"~""'~"''"""~"'"'"';~~:~::j~~~~ffi~ttMf,~fi.i.,~eF~~~:~:::~:~;'~"~~.t-···~·-:.21-'"~·;,::,; . /Z!.,:7.l}'//Z O'. !'? • EXISTING RETAINING WALL @ FISK' LADDEA. .... END REMOVING WIRE FENCE TREE
R/W ::; " ' l '1120+77,89 {81.16' RT)
Q_
l/)
CONSTRUCTION NOTES
G) REMOVING & RESETTING EXISTING
PERMANENT BARRIER (SEE NOTES 8 & 9)
® REMOVING GUARDRAIL (SEE NOTES 8 & 9)
@) REMOVAL OF STRUCTURE
AND OBSTRUCTION
@ REMOVING WIRE FENCE
@ REMOVE RETAINING WALL (SEE NOTES 8-10)
,'..'. FILE NAME
:::i TIME
c:\pwworking\sea\d0690353\112106_SP2.dgn
1:34:28 PM
0
;
REGION STATE
NO.
> ~~--------------+--------·----------+-----+--I (l)i-;.,.;;;.;;..;;---------------+------------------+-----+-+---'-----1 C/l JOB NUMBER
DATE 1/3/2012
PLOTTED BY cwilcox 10 ASH
•-1---------------------+-~-----------------+-----+---I 3:
DESIGNED BY MG
11A023
C· ·.-J
./.:.
ROW 967+00.00
L:
. ',
'i,.Ci.!:
...
:, •J .. 'J.
{250.00' RT, 120.00' RT)
-~-,--it
. .... ,.~.,,.-..
FED.AID PROJ.NO.
+-1-------------------+------------------+-----+-+-------1~----------1 u
ENTERED BY ccw
CPS (1)1---------~------------+---------,----------1-----+---1 ·~
0 i..;...;.;.;:;..::~;.;.;;..;-----=.::'--~------+-------~::-:'.'::".'::"."~-------+------------+--1
CHECKED BY
PROJ. ENGR. RAF
CONTRACT NO. LOCATION NO.
. : , .~.; .. ;.:,.,
DATE
~.:·,.u.(.
DRAINAGE
EASEMENT
Ii 1{
5
//
ENGINEERING INC.
ROW 968+69.01
120.00' RT
.____ 0.19 ACRES CLEARING
& GRUBBING IN
WETLAND
ROW 968+47.24 .
250.00' RT
SEATTLE WA1fER DEPT .
UTILITY EAS~MENT
···BT . .,. · · 8T ·
BRUSH LINE
EXISTING GUIDE POST
EXISTING GAS LINE
-~-~ BF'
EXISTING BURIED TELEPHONE
EXISTING BURIED POWER
EXISTING OVERHEAD POWER
··· 'h ······· w ···· EXISTING WATERLINE
·· Sr ········ ······· sr ·· EXISTING STORM. SEWER
t. ... '
,,· .. ,,
'/
,'... · __ ;
EXISTING SANITARY SEWER
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING JUNCTION BOX
EXISTING ELECTRICAL CONDUIT
,,.,.,,,, ,,,,,,, , .. ,-· WETLAND BOUNDARY
>'<· L.L ,•J.LL WETLAND
W/1
~~
11 : I : I :1
ORDINARY HIGH WATER
PLANING BITUMINOUS
PAVEMENT (SEE NOTES 8 & 9)
REMOVING ASPHALT CONC.
PAVEMENT (SEE NOTES 8 & 9)
CLEARING & GRUBBING
0 50 100 x X XX REMOVE City of Renton
Din~-:"·-,.., ..
1
scALE IN FEET ' ' on
~
• Washington State I
Department of Transportftion
JAN 1 2 1U12
1-405
THUNDER HILLS CREEK MITIG~f{eN1\lf~/5)
FISH BARRIER RETROFIT
SITE PREP, ROW & UTILITIES
PLOT2
SP2
SHEET
8
OF
47
SHEETS
L REVISION DATE BY P.E. STAMP BOX a.. i..;.;;;=.c;..;_ ___ ....;;;;.~-;;;.;..;;;.;..;..;;...._ _____ ---L _________________ _._ ___ __._ _ _.__ ___ __. _________ __._ _______________ __..__ _________ _.__ __________ +-_ __J _____________________ .....L ___ ...J REGIONAL ADM. L. ENG
0..
V)
•• +-
:::J
0
>
Q)
(/1
3:
+-u
Q) ·~ 0
L
0..
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE
IN FEET.
SEC. 30, T. 23N., R. 5E., W.M.
2. CONTRACTOR SHALL STAKE OUT EXISTING
SANITARY LINES PRIOR TO EXCAVATION.
3. CONTRACTOR SHALL PRESERVE & PROTECT
EXISTING SANITARY DURING CONSTRUCTION.
4. PROTECT ELECTRICAL CONDUIT ALONG RAMP
OUTSIDE SHOULDER. CONTRACTOR SHALL
VERIFY LOCATION OF UNKNOWN CONDUIT.
5. CLEARING & GRUBBING LIMITS SHOWN HAVE BEEN
OFFSET 10' BEYOND THE LIMITS OF CONSTRUCTION.
6. SAVE AND PROTECT ALL DESIRABLE VEGETATION
OUTSIDE CLEARING AND GRUBBING LIMITS.
DESIRABLE VEGETATION INCLUDES TREES AND
SHRUBS.
7. FOR STATION LOCATIONS OF REMOVAL ITEMS, SEE
QT SERIES SHEETS.
LEGEND
-CUT CUT LINE
-FILL---
(((((((((((((
------
.. /.... . . .. --/<----.Y·····
·· BT · -BT
FILL LINE
LIMITED ACCESS
SECTION LINE
EXISTING FENCE
EXISTING GUARDRAIL
EXISTING BARRIER
EXISTING RETAINING WALL
TREE
BRUSH LINE
EXISTING GUIDE POST
EXISTING GAS LINE
EXISTING BURIED TELEPHONE
BEGIN F.A. NO. ER-0801 (007)
BEGIN PROJECT
SR 167 MP 24.70
L LINE STA. 1070+00.00 P.O.T. =
·, ROW LINE STA. 917+35.76
, ...
' ·'
•
'!P.O.T. (0.60' LT)
YOUNKER
NISSAN
/ ..
-----,. . . .... J~.:::--
i::,
IN •
'.~-, " ,. '.,! ..
R/W
~ ,,) ...... ----/_
............ '" =-''"··" -:
'
THE KEG
RESTAURANT
"" .... --r;:, -
... .. i ... .. PIPE ... (C65) .. .
. .... z\ -........ EXISTING 24" CMP ..
; _._._.,. .: ... :.: .. ::;·: .. ~-: .. .-........... . ..... :.......... . ... ::: .. : .. :.... ................. ................. . ....... , ....... ; .......... ,.
... -'-'.: -----,~----· -------· .
N 10°56'27-''.E ····-
. : ....... 2F ~.·· ___ ...EXlS.IlN.G_BURalE .... D'-'-P.,,.Q~W~E...,R.__ __ 1~---·--~
-OP···-~·-·
ST ·· ···-8{ -
x· ·-~
'
... EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
OVERHEAD POWER
WATERLINE
STORM SEWER
SANITARY SEWER
CATCH BASIN
MANHOLE
JUNCTION BOX
...
······· ,-,·····• .... --···"• .
,·.,'
, .-,. '
-~ 9 .....
. G
... "' -·,}
,•,;.
'.,/
-,\J..i ..
1
CLARION I
HOTEL
. \
. ............... : ·············::···-).;:
l;XISTING 30" CMP~
....... ................. • F'IPE (C66) 1,
N 10°56'49" E
!1 ......... ............ ......... ~1075 L LINE ...•
:·:::·:::·::::::::::::·::::::::::::::::""::: ., ........ , ........... : ... ·''+
~,,-·-; -· -----.
••
I
... /
···········925
i::,
IN ....
EXISTING ELECTRICAL CONDUIT ··s /
EXISTING 12"
. \;SEE NOTES 2,3
V7Zl
K\\;J
WETLAND BOUNDARY
WETLAND
ORDINARY HIGH WATER
PLANING BITUMINOUS
PAVEMENT
REMOVING ASPHALT CONC.
PAVEMENT
11 : I : I :1 CLEARING & GRUBBING
X X XX REMOVE
CONSTRUCTION NOTES
Ii\ REMOVING & RESETTING EXISTING
I__V PERMANENT BARRIER
@ REMOVING GUARDRAIL
0>\ REMOVAL OF STRUCTURE ~ AND OBSTRUCTION
@ REMOVING WIRE FENCE
@ REMOVING WIRE RETAINING WALL
FILE NAME c:\pwworking\sea\d0690353\112106_SP1 .dgn
TIME 1:34:21 PM
DATE 1/3/2012
PLOTTED BY cwilcox
DESIGNED BY MG
ENTERED BY ccw
CHECKED BY CPS
PROJ. ENGR. RAF
REGIONAL ADM. L. ENG
;: CONC. SANITARY
EXISTING
.SANITARY MH-~N/
V
~-,-...
L 1071+03.18 115.72' RT
BEGIN REMOVING
WIRE FENCE
'"--~ ...... -,,,,,.,.,
REVISION
PANTHER
l ;
j
/
i
. . r;r-..
! •
;-_:;,-..
"··;-:f
DATE
! ;~:
/
I
ROW 918+55.27
120.00' Ri '
. ' ;·, ·-,,~
SE.I:: .~OTES 2,3
Rov1,r gfs+ 12.94
220.oo'RT
'·
REGION STATE
NO. FED.AID PROJ.NO.
10 ASH
JOB NUMBER
11A023
CONTRACT NO. LOCATION NO.
BY
DRAINAGE
EASEMENT
1.15 ACRES OF~~ L/• CLEARING AND
GRUBBING IN
\,WETLANb·· ....
\ ,./
/'-,, \
SEE NOTE 5 _.J
I
EXISTING1 18" ',
CONC. SANITARY
KING COUNTY
UTILITY EASEMENT
10' WIDE
EXISTING
SANITARY
~
• Washington State Ii 1{
ENGINEERING INC.
Department of Transport,tion
DATE
P .E. STAMP BOX
r
i
L 1077+68.87 118. 71' RT
END REMOVING
WIRE FENCE
ROW 925+15.00
(220.00' RT, 120.00' RT)
City of Renton
Planning Division
JAN I 2 101'/
0 50 100
SCALE IN FEET
1-405
THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
SITE PREP, RtW & UTILITIES
PLOT1
SPl
SHEET
7
OF
47
SHEETS
I--
l/1
..
+--
:J
0
>
Q)
V1
•-:.:
+-u
Q) ·~
0
L
0..
3" SOIL
AMENDMENT
FINISHED
GRADE=:\
12" DEPTH ---
TOPSOIL TYPE
B WHERE
INDICATED
IN PLANS
STEP 1
FINISHED
GRADE
N ....
1" COARSE
COMPOST
STEP 3 STEP 4
-....
-0 ....
3" BARK
OR WOOD
CHIP MULCH
PLANTING AREA PREPARATION
(SEE SPECIAL PROVISIONS)
STEP 1
PLACE 3" SOIL AMENDMENT
STEP 2
INCORPORATE SOIL AMENDMENT
TO 10" DEPTH ACCORDING TO
THE SPECIAL PROVISIONS
STEP 3
PLACE 1" COARSE COMPOST
STEP 4
INSTALL BARK OR WOOD
CHIP MULCH 3" DEEP
STEP 5
INST ALL PLANT
(SEE STANDARD PLAN
H-10.10-00)
PLANTING AREA SOIL PREPARATION -FULL COVERAGE 1
SECTION VIEW SCALE:NTS
FILE NAME c:\pwworking\sea\d0690478\112106_SRD2.dgn
TIME 9:56:24 AM REGION STATE
NO. FED.AID PROJ.NO.
DATE
PLOTTED BY
1/4/2012
mnagamat 10 ASH
DESIGNED BY
ENTERED BY
LD JOB NUMBER
11A023 KB
CHECKED BY CPS CONTRACT NO. LOCATION NO.
PROJ. ENGR RAF
REGIONAL ADM. LENG REVISION DATE BY
><
0 IC)
0:: -a.. "" a. <
CUT DAMAGED
END TO LEAVE
TWO BUDS
EXPOSED
SEE NOTES
EXISTING SOIL
TYPICAL LIVE STAKE INSTALLATION
SCALE:NTS
::c
Ii: w
Cl
(!) ' z
i= i
0
0
0::
PLANTING NOTES
1. NO TREE SPECIES (PACIFIC WILLOW, SITKA, SPRUCE AND OREGON
ASH) SHALL BE PLANTED WITHIN 20 FEET OF AN EXISTING PIPE.
2. PLANTS SHOULD BE RANDOMLY PLACED IN EACH RESTORATION
AREA, AS APPROVED BY THE ENGINEER.
3. SEE PLANT MATERIAL LIST FOR SIZE AND TYPE OF LIVE STAKE.
4. DO NOT USE AXE OR SLEDGE FOR DRIVING STAKES.
5. IN HARD GROUND USE AN IRON BAR OR STAR DRILL TO
PREPARE THE HOLES FOR THE STAKE.
6. AVOID STRIPPING BARK OR BRUISING STAKES DURING
INSTALLATION.
7. FILL VOID AROUND CUTTING WITH SOIL.
,---SEE PLANT MA TE RIAL LIST
FOR SIZE AND TYPE
UPPERMOST ROOT SHALL BE
NO MORE THAN 1" BELOW
SOIL SURFACE
STAPLE EROSION CONTROL
BLANKET WITH 6" STAPLES
SO THE BLANKET IS A MINIMUNI
OF "NOT TOUCHING THE STEM,"
AND A MAXIMUM OF 2 INCHES
FROM THE. STEM .
~~~::---BREAK UP ROOTBALL OF
CONTAINER PLANS, PRUNE
CIRCLING ROOTS.
3 TIMES
ROOT SPREAD
BACKFILL WITH
TOPSOIL
TYPE B
(NATIVE SOIL)
SLOPE PLANTING -TYPICAL DETAIL
SCALE:NTS
·-··· _ .......... ·-····· .,···--···· _ -·· ······-···-·--.........:·'-' .. -·~-"~·~··,~ ... ,;.. .... ~. --.. MULCH AND COMPOST TO SPECIFIED
--!': DEPTH FEATHER TO . BA.SE . OF Pl..:ANT
CUT DAMAGED
END TO LEAVE
TWO BUDS
EXPOSED
SEE NOTES
LIVE STAKE INSTALLATION ON SLOPES
SCALE: NTS
~
~
BACKFILL WITH
TOPSOIL
TYPE B
(NATIVE SOIL)
ROOT DEPTH
' PROVIDE 6' MIN. ---;-i
CLEARANCE AROUND
PLANT
IN RESTORATION TYPES 2 & 3 AREAS
AT THE PANTHER CREEK CHANNEL
RESTORATION AREA (SHEET DRP1)
3 TIMES
ROOT SPREAD
UPPERMOST ROOT
SHALL BE NO MORE
THAN 1" BELOW
SOIL SURFACE
FINISH GRADE
EXISTING SOIL
BREAK UP ROOTBALL
OF CONTAINER
PLANTS,PRUNE
CIRCLING ROOTS
SHRUB AND TREE PLANTING -TYPICAL DETAl~ofAenton
SCALE: NTS Planning Division
JA;; 1 2 i'.012
[OTI
1-405 SRD2
Ii 1{ Washington State THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
ENGINEERING INC.
Department of TransportJtion
I·
DATE
P.E. STAMP BOX
STREAM / DITCH RESTORATION
AND ENHANCEMENT DETAILS
SHEET
27
OF
47
SHEETS
f-
(j)
••
-t--
:::J
0
>
QJ
(11
•-
3:
-t-u
QJ ·~
0
L
CL
PLANTING NOTES
1. PLANTING OF CONTAINERIZED PLANTS IS TO OCCUR DURING THE
COOL SEASON MONTHS (OCT 1-MARCH 1). PLANTS IN TYPE 4
RESTORATION AREAS NEED TO BE INSTALLED BY MID-OCTOBER.
OTHER PLANTING TIMES MUST HAVE PRIOR AUTHORIZATION
FROM THE ENGINEER. HYDROSEEDING SHALL BE DONE FROM
APRIL 1 TO MAY 31 OR FROM SEPTEMBER 1 TO OCTOBER 31.
2. SELECTED PLANTS, PLANTING ACTIVITIES SHALL CONFORM WITH
THE CODE OF STANDARDS OF THE AMERICAN ASSOCIATION OF
NURSERYMEN. PLANT MATERIALS TO BE USED WILL BE NATIVE
TO THE PACIFIC NORTHWEST. IN ACCORDANCE
WITH STANDARD SPECIFICATION 9-14.6(2) PLANT MATERIAL SHALL
MEET THE GRADES ESTABLISHED IN THE LATEST ADDITION OF
THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI).
3. NURSERY GROWN PLANTS SHALL BE PLUGS OR CONTAINERIZED,
SOUND, HEAL THY, VIGOROUS PLANTS, FREE OF DEFECTS, DISEASE
AND INFESTATION. THE WETLAND SPECIALIST CAN SUPPLY A
LIST OF NURSERIES KNOWN TO CARRY NATIVE PLANTS. THE
WETLAND SPECIALIST WILL REVIEW PLANT MATERIAL PRIOR TO
PLANTING TO VERIFY CONFORMANCE TO THE PLANT SCHEDULE
AND TO PLANT CHARACTERISTICS AND RESERVES THE RIGHT TO
REQUIRE REPLACEMENT OR SUBSTITUTION OF PLANTS THAT
ARE DEEMED UNSUITABLE.
4. A SEED DRILL EQUIPPED WITH A CUL TIPACKER IS PREFERRED
FOR APPLICATION, BUT BROADCAST OR HYDROSEEDING
CAN BE USED AT DOUBLE THE RECOMMENDED SEEDING RATES.
WHERE BROADCAST SEEDING 15 USED, FIRM SEEDBED WITH
CUL TIPACKER OR ROLLER AFTER SEEDING.
5. FERTILIZERS WILL NOT BE APPLIED.
6. PLANTS TO BE DUG, PACKED, TRANSPORTED AND HANDLED WITH
CARE TO ENSURE PROTECTION FROM INJURY. STORE PLANTS IN
THE MANNER NECESSARY TO ACCOMMODATE THEIR
HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS IF NECESSARY
TO KEEP THEM FROM DRYING OUT. KEEP PLANTS SATURATED
AND SHADED UNTIL THE ACTUAL TIME OF INSTALLATION. DO NOT
LET THEM SIT IN THE SUN OR DRY OUT DURING PLANTING.
7. EXISTING SOIL ON THE SITE SHALL BE USED FOR TOPSOIL AND
PLANTING SOIL REQUIREMENTS, AND SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATION 8-02.3(4): TOPSOIL TYPE B.
8. EXCAVATE PLANT PITS WITH VERTICAL SIDES AND INSTALL
PLANTS AS SHOWN ON THE TYPICAL PLANTING DETAIL, DWG
SRD2. BACKFILL WITH NATIVE-S0IL--;--AL:L--C0NT-AINERIZEE>---
PLANT MA TE RIAL SHALL BE WATERED ON THE SAME DAY AS
PLANTED UNTIL THE BACKFILL SOIL AROUND THE ROOTS OF
EACH PLANT IS THROUGHLY SATURATED. NO MORE PLANTS
SHALL BE PLANTED ON ANY DAY THAN CAN BE WATERED ON
THAT DAY.
ANCHOR NOTES:
1. USE A TWO-PART EPOXY
FOR CABLE EMBEDMENT.
2. WRAP CABLE AROUND LOG
IN A LOCATION THAT WILL
PREVENT SLIPPAGE.
PLANTING SCHEDULE
THUNDER HILLS CREEK MITIGATION FISH BARRIER RETROFIT PLANT SCHEDULE
Plant Quantities
..·· .. ·.··.·.·.··.··II··.·.· .. ·.·.· .. ·.·.--·----.. ·
Restoration/
Enhancement
Type
Conditio Min. C65/C66 C72 C72 Total
Common Name Scientific Name Spacing n Size S.F.: Ditch East West Plants
RESTORATION PSIPE Redtwig dogwood
TYPE 1 PSIPE Sitka willow
PSIPE Pacific willow
----········ ---------·-·····--···· .. ,,, ..... ·.·.•·.·.
.
: Salix sitchensis
: Salix /ucida
-S.F.: 10,486
2' 0. C. live stake l 3' length · 1311 "·------i·-······.·· · .. · ... ·,· .. · .. ··-·····
2' O.C. : live stake 3' length: 1311
• --• i·-········>--------··-··--··-··-·······• ... ,, . -C-............. .
3' O.C. : live stake 3' length •• 1164
. •-........ . a •.• '~'~"-"""""~··""""""' "
' '
: S.F.: 8,722 ·.. r·--··· ....... ··.·.·.··.·.·.··•·.·.··.·. .. . . -------·· , •.. , .. .••• ---------········· .. , . , ............... ,, ....... ·
1311
1311
1164
RESTORATION PSIPE Black Cottonwood !Popu/us ba/samifera 8' O.C. i #1 cont. 18" . . 47 47
TYPE 2 PSIPE Western redcedar • Thuja plicata
_ PSIPE Sitka spruce Picea sitchensis
··········--·--.. -.. -.. -.. -,,-,,-,,·-;_.·-". __ ,,,.
'.PSIPE Nootka rose i Rosa nutk ana · -
. -·-·-·""""'"""""
•
.. , ..... ,.
8' O.C. 1 #1 cont.
8' O.C.
4' O.C.
#1 cont.
#1 cont.
'··-c,C-CC·'c>,«,V~WHW,•.~·.··~·.··~····~·.··~·.•m, m,•,"
18" .
18"
18"
• •;-• .•-,•;•' •;• ','h ','U,' W,' '~' 'U' 'U,' 'U,' •u' , . . . .
47
47
549
47
47
: 549
" "> "U,"U' 'N,"" ',' V," ,. ., , .. , """"'"" ·, •, ',W,',W,' W,"~,"~,"~ "~,"~ ,,~,"~," ~·· v-,-·,
-S.F.: : 29,798 • 4,573 999
RESTORATION PSIPE Black twinberry iLonicera invo/ucrata 4' O.C. -#1 cont. 18" 626 96 21 743
TYPE 3 iPSIPE Nootka rose
PSIPE Pacific ninebark
·.· ··.· . ········· ---·'! >················ . ,.·.·,· .. ··,·.·.··.·.·.··.·.·.
•Rosa nutkana 4' O.C. #1 cont. 18"
Physo~arpus capitatus 4' O.C. #1 cont. 18"
RESTORATION
TYPE 4
' . ' ., ~ .. , ... -
PSIPE Pacific willow : Salix lucida
PSIPE Oregon ash Fraxinus /atifolia
,. •• ,., .. '°. o ,•N '""""""""''' 'N."N.·h.·h ~"~' ·--·m·~w"x-,~-
, PS IP E Sitka willow !Salix sitchensis
:PSIPE Clustered wild rose !Rosa pisocarpa
8' O.C. • #1 cont.
8' O.C. : #1 cont.
4' O.C. ; #1 cont.
4' O.C. • #1 cont.
18"
18"
18"
18"
a , .. ,., ... ~",""·~ ·~w~,'@>"<'<C'-"~
. S.F.:
, .. ~ ... ~ .. ~ ... ~ "~,"~ "~' ,
···-'-'"'-,"'' '
LOG MIDPOINT
@ £. OF CHANNEL
I
I
I
6.0' 7 O' ~-----=-=-=------~------'':-':'"::-------i ~ I (TYP.) ~~
YV»'"
2 ~~~~ (~~'
1 ~0(v~v~ ~~v,
626
626
2600
21
21
82
82
' / ,'ll"N"N"N"N"N"N' N• •,
/>:-.Y)'-." "'-." "'-." "'-." '" '' LIMIT OF
EXCAVATION
3" MAX.-_J
(ABOVE TOP OF
STREAMBED MIX)
LOG FOR SPANNING
CHANNEL
12" DIAM. MIN.
96 21
;cc-m,-,oV/owov.-•• .-.-.-.-.-.·,·
96 21
h• ; ,
3,598 ' 2,391 -
29 19
29 19
;,C,W,,N> ~SN N N
113 75
113 75
743
743
69
69
,•--.,o,.w,N,.•NnNNN//h•,
270
270
EARTH ANCHOR
AND CABLE (TYP.)
SEE DETAIL THIS SHEET
18" DIAM. MIN.
20' MIN. LONG TRUNK WITH
4' DIAM. ROOT WAD MINIMUM,
7' DIAM. MAXIMUM
PLAN VIEW
SCALE:NTS
WRAP CAaLE TIGHTLY AROUND
LOG TWO . TIMES AND SECURE,
SEE NOTES 2 AND 3
1/." GRADE 180 GALVA IZED
CABLE EPOXIED 6" DEEP INTO
DRILLED HOLE IN ROCK,
SEE NOTE 1
\
' ' SOLID COMPETENT
ROOK WITH MIN 3' DIA
ANY••DIRECTION·c"··-···' . ---•..••.. · ~ 1<>f.;'l:--'·-i•·, ., •. .._ ,, ., -.,, "~~1'1-,
CEDAR, HEMLOCK, FIR OR SPRUCE
IN GOOD CONDITION
CLEANED, EVEN SPREAD,
ROOTS
ROOT WAD NOTES:
1. USE A TWO-PART EPOXY
FOR CABLE EMBEDMENT.
2. WRAP CABLE AROUND LOG
IN A LOCATION THAT WILL
PREVENT SLIPPAGE.
3._ S.CQRE_LO_G___W,HERE CABLE IS
PLACED AND ·SECURE WITH A
GALVANIZED OR STAINLESS
STEEL.
ROOT WAD ANCHOR DETAIL
SCALE:NTS
VARIES
1/3 LENGTH, MAX.
0-1/3 CHANNEL WIDTH
LOG BOLE
KEEP THE ROOTWAD AS
INT ACT AS POSSIBLE
3. SCORE LOG WHERE CABLE IS
PLACED AND SECURE WITH A
GALVANIZED OR STAINLESS
STEEL.
SOLID COMPETENT WITH CABLE AND EARTH bfllff;t,A-~ (TYP).
FILE NAME c:\pwworking\sea\d0690478\112106_SRD1 .dgn
TIME 9:12:46 AM
DATE 1/4/2012
PLOTTED BY mnagamat
DESIGNED BY LD
ENTERED BY KB
CHECKED BY CPS
PROJ. ENGR. RAF
REGIONAL ADM. L.ENG
ROCK WITH MIN 3' DIA
ANY DIRECTION (2x)
REVISION
LOG FOR SPANNING CHANNEL DETAIL
SCALE:NTS
REGION STATE
NO. FED.AID PROJ.NO.
10 WASH
JOB NUMBER
11A023
CONTRACT NO. LOCATION NO.
DATE BY
Ii 1{
ENGINEERING INC.
DATE
P.E. STAMP BOX
NOTE:
CONTRACTOR TO SIZE
ANCHOR
ROCKS TO PREVENT 1.rOGS
FROM FLOATING ·
.....
• Washington State
Department of Transportftion
SEE DETAIL THIS SHEET Ptan .· r ieni-on
r11 ng Division
LOG WITH ROOT WAD
SCALE: NTS
1-405
THUNDER HILLS CREEK MITIGATION
FISH BARRIER RETROFIT
STREAM / DITCH RESTORATION
AND ENHANCEMENT DETAILS
JAN 1 2 ZO/J
SRD1
SHEET
26
OF
47
SHEETS
Cl..
0::
0
" +-
:::J
0
>
QJ
(/)
3:
+-u
QJ ·~
0
L
Cl..
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. SEC. 30, T. 23N., R. 5E., W.M.
2. SEE SHEET DPP1 AND DPP2 FOR DITCH PLAN & PROFILE. SEE SHEET DGS1 FOR CROSS-SECTION
VIEW OF THE ELEVATIONAL LIMITS OF EACH RESTORATION TYPE PLANTING AREA.
3. IMPLEMENT PLANTING AREA WEED CONTROL PLAN IN THE DITCH RESTORATION AREAS
PER SPECIFICATIONS 8-02.3(3).
" ......... . ···-----· -·· -··---· -·-·---~ -··
Ii
............ / ...
• ••••••• 1 •••
ii
··""ii '.-b :, 't: \', --'
rf J '\
:; ... -.... ;)
~)
' i ' PANTHER,CREEK
PANTHER CREEK CHANNEL--1~
RES.T. ··oR· A···T·10· N T. yp· E· ..• 3···, ..... _.c:_ -.:·· •. · •.•...... r .... -.. -1 --:--:--c'.'.":'.'--' •. ~ ~,.-~,,;¢,.',o'.-, ,_.,,.~.-.';Cc;. .... i.·c/J..::' ..
, 2015/SQ. FT. ./
/ ,\(SEE SHEETS SRD1 AND SRD~,
FOR PLANTING DETAILS) ,, n
/
LOG FOR SPANNING CHANNEL
(SEE SHEET SRD1 FOR
INSTALLATION ~ETAIL)
. '• .. , r '---... ,., , ,.,.,,.,.,
' ' \
\
)
/
RESTORATION LEGEND
FILE NAME
TIME
DATE
LOG FOR SPANNING CHANNEL
LOG WITH ROOT WAD
RESTORATION TYPE 1
RESTORATION TYPE 2
RESTORATION TYPE 3
RESTORATION TYPE 4
c:\pwworking\sea\d0690254\112106_DRP1 .d n
9:39:13 AM
1/4/2012
<:-()
<t_ DITCH
DRAINAGE EASEMENT
___ ,, __ h __ -· ---~· _,_ -,-. ... _,,_._ .. _ .. _
,,,·,m•~• -• ••••••• •••••••••••••••h ""'"'"' ............. .
SB SR 167
NB SR 167
I
PANTHER CREEK CHANNEL
RESTORATION TYPE 2
\:"\ !1722 SQ. FT.
'\,/(SEE SHEET SRD1 AND SRD2
····· ... -/., FOR PLANTING AND ROOTWAD
_JNSTALLATJON DETAILS)··-·--·
REGION STATE
NO.
' (
\ / , I
', !
\j
FED.AID PROJ.NO.
' 'I
LOG WITH ROOTWAD
(SEE SHEET SRD1 FOR
INST~LLATION DETAIL)
0>, ............. , .............. .
EXISTING 30" PIPE (C66) --· .-···
TO BE PLUGGED ;
•.•... . .... ~--·
'.I)
,,,,'.'.'.
I
i
' ' ,I
... r·· ....
···-1·· . . .
L LINE '
, •• •••h•'•'h,.,N, ••,h,,"·>'··•• 'h·'••• =••• ,.·,w,,'~,0~-·-•..,,-•>'-.-~. ,,•~•. "''\~
i --~
,,,,,,,> , .. ·.··•~•••• •••••"N',,.,'W ,,· {•o•N'=••••~>W',,, j -
'· I ' SEELNOTE 2
PANTHER /CREEK CHANNEL ". ,
RESTORATION TYPE 4 : I ~ 2600 SQ, FT. / (
(SEE SHE:ET S~D1 AND SRD2·
FOR PLANTING.'\
INSTALLATION DE'T"AILS)
........
..
[ ..... .
,,,,,,,,,_,,, •••--·-·-"""'"h'"h'-•, -.. -,-w,~,~ --·---•-• _,,_ • "' ' --·~-'
END PANTHER CREEK CHANNEL RESTORATION
.............. L 1077+67.25 (106.88' RT)=
CH 18+00.49
llilAi~T AIN EXISTING
Vi DRAINAGE DITCH
MATCH EXISTING
DITCH BOTTOM
/i
!
I
lo
I
I
'
( '
r t
,@
~
I
n
PANTHER CREEK CHANNEL
, I / '
RESTORATION TYPE 1
5141 SQ. FT.
(SEE SHEET SRD1 AND SRD2
. FOR PLANTING AND ROOTWAD
, /; ~. INSTALLATION DETAILS)
PANTHEF("CREl;K"'CHANNEL . . .
RESTORATION TYPE 1
5345 SQ. FT.
1(SEE SHEET SRD1 AND SRD2
/ FOR PLANTING . AND ROOTWAD
INSTALLATION DETAILS)
LEGEND /\
'' / \\
J \
i \ (
(((((((((((((
i:
'·,/ '/ "'/· .. "' ···""/'-,"""
DITCH
EXISTING DITCH
SLOPE BENCH
LIMITED ACCESS
EXISTING CONTOUR
CONTOUR
EXISTING FENCE
-x--x--x-FENCE
25 50
SCALE IN FEET
EXISTING MANHOLE
CONTROL POINT
WETLAND BOUNDARY ·· sr
WETLAND -s
ORDINARY HIGH WATER D
CONSTRUCTION NOTE
DITCH STRUCTURE CODE
(SEE SHEET SN1)
-.. .ST
s
D
EXISTING GUARDRAIL
EXISTING RETAINING WALL
TREE
BRUSH LINE
EXISTING GUIDE POST
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEIJVER
EXISTING CATCH BASIN
PR~ejSED1tCM,~H BASIN
lanninn n;, ,:r.: -
JAi, I 2 lUll
PL Tl
DRPl
PLOTTED BY mnagamat 10 ASH
DESIGNED BY
ENTERED BY
LD JOB NUMBER
11A023 KB
¥1
Washington Statef
Department of Transportt'-tion Ii 1{ THUNDER
FISH
1-405
HILLS CREEK MimlG:~lPJ~~
BARRIER RETROFIT SHEET
CHECKED BY CPS CONTRACT NO. LOCATION NO.
PROJ. ENGR. RAF
REGIONAL ADM. LENG REVISION DATE BY
ENGINEERING INC,
DATE
P.E. STAMP BOX
I
DITCH RESTORATION
AND ENHANCEMENT PLAN
25
OF
47
SHEETS
0...
Vl u
••
+-
~
0
>
<l)
(/}
3:
+-u
<l) ·~
0
L
0...
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. SEC. 19/30, T. 23N., R. 5E., W.M.
I I
/
... /// .....
!
''""' -~.::::··-··;: .) .
----~~----/" .............. .
SB SR 167
RESTORATION LEGEND
LOG FOR SPANNING CHANNEL
~ LOG WITH ROOT WAD
~ RESTORATION TYPE 1
I-=------J RESTORATION TYPE 2
[ ' ' ' ' ' ' ' ' 1 :,·, ' . ~ ',' < :-;-_,-_,::_•;: RESTORATION TYPE 3
~~ RESTORATION TYPE 4
FILE NAME c:\pwworking\sea\d0690255\112106_ CRP1 .dgn
TIME 10:57:05 AM
DATE 1/3/2012
PLOTTED BY mnagamat
DESIGNED BY LD
ENTE:RED BY KB
CHECKED BY CPS
PROJ. ENGR. RAF
REGIONAL ADM. L.ENG
R/W WETLAND
·/77······
/..<..,,.' ....... .
" REST6Rl. TION .. TYPE 4
. . . . . C72 ... WEST ~~9t SQ,J=J, .
{SEE SHEET SRD1 AND SRD2
FOR PLANTING DETAILS)
I / ,e,, ..... . ........ _ . F .A. NO. _ER-0801 (007) ........................................ ..
L _J
'I' L _J
RESTORATION TYPE 3
C72 WEST 999 SQ. FT.
{SEE SHEET SRD1 AND SRD2 ··
FOR PLANTING DETAILS) . ··
)
!
' • f
PIPE· ARCH CRQ,§SING
C 'I 0+00.0GJ: ~,1()
• I .
I
I
/
/
I
i
/
i
I
0
N .....
END PROJECT
SR 167 MP 25~·59
L LINE· STA. 1122+00.00 P.O.T. = ·
L 1120+68;13
i !
! i
' !
' j
11' ,"'" ·,,, ... .;·" '' -·ROW· -LI NE········STA· ... 969+36;08 P-.O~T~·-(-1.71!·kT)
L LINE
RESTORATION TYPE 3 ---.
... C72 !;AST 457~ SQ. fT ...
{SEE SHEET SRD1 AND SRD2
FOR PLANTING DETAILS)
. -'• ..
1120
.............. ! ....
1
I
•
SEEDl~G .. AND MULCH/NG/
Mix f272.4 /so: YDS.) / ; ............... ·7
~\'v~ffim~rn;:im~:=h#B7J2~:z:71';L··:···· ·4
..... :r 1 ,,>,·
;
'
RESTORATIOJ:J LJYPE 4
C72 EAST 3.?~~;,~Q. FT. ,
{SEE SHEET·SR01 AND SRD2
FOR PLANTIN~ O!;TAILS)
( ~'
/' ., ..
-.f.., "' (, . >
.'-',.,/
'./
/ , .. ,,, /
DRAINAdEY:'.>
EA~E;MENT/'
'.:,~:"J,,l,, r.: .. Y •• ; ,;;
'
REVISION DATE
C•
BY
REGION STA TE
NO.
JOB NUMBER
11A023
CONTRACT NO.
{';
-.. '"
-... _"-.
, .. _ ./
I I .. ;
LOG WITH ROOTWAD, TYP.
{SEE SHEET SRD1 FOR
INSTALLATION DETAIL)
FED.AID PROJ.NO.
LOCATION NO.
DATE
P.E. STAMP BOX
/
• ...
!
I
I
. , ..... , ,_,
x_.,c,;~~ --"
~--,~-'A-;;.,;
R/W,,
()
"
! ................... ) ...
c
N ....
.. , ........... "·~ : ............ .
................ r····
·'-.
SEATTLE WATER DEPT.
UTILITY EASEMENT -:,
.,
Ii 1{
ENGINEERING INC,
/"
____ ,,.
0
.......
• Washington State
Department of TranspoMp.tion
I
• . '
NB SR 167
...... ~~----""'"'=------
. • \
\
25 50
SCALE IN FEET
(((((((((((((
DITCH
EXlSTI.NG,,Ql:TCH
SLOPE BENCH
LIMITED ACCESS
11
C@Hill '"' )() ·"*''"'' cm, EXISTING CONTOUR
~~w CONTOUR
1 i' >· ' '<· . . EXISTING FENCE
EXISTING GUARDRAIL
............... ' •...... .. . .. ...... .
,,::,
. '.-
.;.,\.Li/.
EXISTING RETAINING WALL
STRUCTURAL EARTH WALL
TREE
BRUSH LINE
EXISTING GUIDE POST
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING CATCH BASIN
EXISTING MANHOLE
WETLAND BOUNDARY
WETLAND
ORDINARY HIGH WATER
CONSTRUCTION NOTE
DITCH STRUCTURE CODE
(SEE SHEET ~,11l
. ' :y of Aent
STREAMBED Mr~ning O · . on . iv1s1on
1-405 CC?Jigrt,;1g17w 7;:{j
THUNDER HILLS CREEK MITIGATION ""iltRPl
FISH BARRIER RETROFIT
CULVERT STREAM RESTORATION
AND ENHANCEMENT PLAN
SHEET
24
OF
47
SHEETS
0 500 1,000 Feet
Legend
c:J Limits of Proposed Clearing and Grubbing
' Parcel
D Wetland
. . " Existing Culvert
Open Channel
Piped
SeaTac 1
I I
'.,)
\-... -..
•
Kent
J
C J'
..
I i"
I .....
I I ·---J
-·-' f .. _ ...........
...... _.!
Renton, ~--1 ,-.
.....__ t ~~ ... ,...
---., _, , ... , ..
I ""~~ i' ...
I •
".. '· I -, .........
.. ...... J
Neighborhood ~nMap
Pla nni ng Di vision
JAN I 2 1011
Thunder Hills Creek Mitigation MJFJi~JlJWtrofit
i
\
---~-~-
0 50
1 inch = 50 feet
100 Feet
Legend
CJ Limits of Proposed Clearing and Grubbing E · I"
---Right-of-Way (ROW) 0 Tr::s ~~~e~tl:~:BH
New Easement
-Utility Corridor
47 2
0
7127
0
---==---------=.::..""-..
Utility Corridor '<~
-----
(
\ ' '
\ \' \7124
' 7126 ;~12_~ ,_,_ 7~ O\
~--1102 ( o~gJ.g
0 (f 1tn-/ _ .. .:r
7105
0 7065
7068 7064
0 r----
1061£r06 a>
'ro 69
\.
7046
0 ,..._ ""-', .. \\,,\
I ----------.. .._, ) ·.
I 7018 --\ \
' 0 / \
\.. -----· ....,_..,....----.,....--
7017
Thunder Hills Creek Mitigation: Fish Barrier Retrofit
---------------~ -----------~-------------------------------
--~------•------------------------------------------------------
--------------------
ROW
----~---------------@ -----------
-----------
7
4235
0
314
/
,/
/
----------
~--_____ ____.,.,.._--,--~
..,._ . ././,;·
/
_,,,_//~::posed elocated
---~•-" 5
I
Panth r Creek
Ch nnel
22
0
I
/,./
'426
0
---i~--.!JTIB ___ -----------
0 50 100 Feet
1 inch = 50 feet
/ 0
CoJ11ert 65 (
\ t..::::::::=--h-~~,lftl'II--~" __ _J
A ------------------------------T---
Legend
c::J Limits of Proposed Clearing and Grubbing--Existing Culvert
---Right-of-Way (ROW) 0 Tree at lea bt 6" DBH
New Easement
Utility Corridor
' ' I
' ;
//
//
./
/
//
;/
I
I
I
I
I
I
I
I
I
I ._~..,
h. , a '!;,., u
P\anrnn g Divi s ion
Tree lnventQ~11 Plan
Thunder Hills Creek Mitigation: Fish Barrier Retrofit