HomeMy WebLinkAboutAB-3786s
AS BUILT
i
SR 900
SR 5 ®'XING TO RENTON WCL
Washington State Department of Transportation
Olympia, Washington 98FA
Scale: Horiz. l inch = 50 feet Vert.1 inch - 5 meet
MPCD.? 7 to MP 9, D°l Constucted Length 2.3 U mile(s) o co tJ s72 v c T O
Contract No. 3 7 8 8 F.A. No. Contractor G A R. Y M E K L 1
Work Begun ..) Lk l L- 9 19_2p Work Completed A a 5u s+ (`a 19.2-1
project Engineer R G ( ^-IT E K District Transportation Administrator fZ . Q. h v D G S o v
Approved 19—
Secretaty of Transportation
057) 7 ;
ri
v
INDEX -
SHEET NO. TITLE
I INDEX, AND VICINITY MAP
2 -3 SUMMARY OF QUANTITIES
4 -5 ROADWAY SECTIONS
6 -9 QUANTITY TABULATIONS
10 -17 SITE PREPARATIONS
18 -25 ALIGNMENT ANU R/W
26 ROADWAY PROFILE
27 -34 STRUCTURE NOTES
3'5-42 DRAINAGE PLANS
43 DRAINAGE PROFILES
44 -45 DRAINAGE DETAILS
46 -53 EXISTING UTILITY PLANS
54 -62 PAVING PLAN
63 -64 MISCELLANEOUS DETAILS
65 RETAINING WALL PLAN
66 I RETAINING WALL ELEVATION
67 -75 CHANNELIZATION AND SIGNING PLANS
76 SIGN DETAILS
77 -78 I SIGN SPECIFICATIONS
79 -86 TRAFFIC CONTROL SIGN SPECIFICATIONS
67 -130 TRAFFIC CONTROL
131 TRAFFIC CONTROL DETAILS
132 TRAFFIC CONTROL ROAD'YVAY SECTIONS
NOTE:
FROM STA 65+95 TO STA 152 +60 THE
TUKWiLA CORPORATE ' lAiTS IS THE
CENTERLINE Or THE ROADWAY,
s!
nn n
M " 6,77
STA. 173 -- 26
END OF PROJEC'x'
0 11)00 2000
APPROXIMATE SCALE IN FEET
11
c;
SR 9'00
M P 9.07
STA. 5i + 59
BEGINNING OF PROJECT__._----,—
FOR "AS CONSTR iCTED
L Y
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STATE,
WASH
I
FED.AID P_R0j1.N0. PROGRAM DEVELOPMENT
DIVISION Washington Stateb'.a >::;
a« Depor #inert of TransportationcALL ' "S Cf 'PCSC PLANS <H
M^9. a BE D'.EMEC AP °ROED BT' THE, oc < ow.'•w SmAA W_ AND a AL ON THIS SHEET
A5SZ7Aa' SECRVOY Ma H '6
ro PRC RAM CEVEU3PMENT 4fi kovT6'
SR 800
SR 5 O'XING TO RENTON WCLDESIGNEDB.Y _
ENTERED RY — S_SUPER__ -- - - - - - -. - - - --
CHECKED 8v C. GEORGE - - - - - --
RROJ. E'NGR. S. Evc.RE'TT r--- -_ -
D15T. ADM-. R ANDERSON
I DATE
i
DATE
aae auweErt
90W022
vRET
32
fEyNTSIPDEXANDVICINITYMAPcwrqtruo.
REV151UN v+
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T4F SHEET NOMOER OF THE ':ODE" REFERS: TO rHE PL NN cHEET If MOFR r!F THE ° 1 i W { r4 I I I 1 1.
kEfERS f0 TiE rON;TR!rtrt +lN rER1.JRE =
FOUND UM THE fgRfj C, LIL ,°.. ;ncLT `t' " ;'•' -' _ ''a' `• a I { 1 2.
o a. ° w•e :s•: rer "" uw 1
x 1 xm i ! '' 1
FI,E NAMES: w i : ra i a s avr v v w 1
08•IF :0 AM s c°tla a j H er a
re^ i t
OTE --- LOCATION---. EHCM -E--HC--4 EHCH -I-C.Y. L.F• - - L.1. -1 L.F. --' .f l.p... _.. -- ----- -L--,F--. -- ----- EACH EACH .....t`----- -- ^-'
S.
i5 1 514% (27' LT.) 1 t 4-
55 -2 53#30 (231 Rf. IO 14; 16 I 12.15
i- -t C
t ES# S r2+' Pt. - t Vj i
2 1- - -- - - - - t- - - - - - - -
4--- 5.3
T.
i--- ---
35 4 53 10
5 - — - --' - - - - - - -
3S S I 55.84
12 9.
94+74 02' RT.) t1..._-' - - ---- --'-
55 -7 57400 (27' LT.) t- i ! +/ i
Rl . i 1 1 i 1 - i { t0
t - -• -_ ______ ._.._ ...._. _..
a;-.•.-. __... - - - -__ _ _ ____ ______
I ... -_ _-. -
3S -? ------------ 58rS3 i55 + -R' 3,4
35 !0 60#43 ! RT. 1. f -I' l0
5' 11 -- - - - - - - - - ..._- - - - - - - - ...- - --- - -- ---- --•--- - - - - - .... -- -..._ ..__.._ ....... . - -_..._ _,.. - - - - - - - - --_- - - - -- - - ---4- -
to
64- ------ -• -- -- ---- -- ----- -- - ---- - -
l
1J ----- - 64.t _t:.-.:r _ -_ .. -_ ^.. -_'---- - .... -.. .__..__ ....... •-- - -- - --._ .... ---- ... -.- _4:6__ i`
1----•--- -- _ _ -- - -- - - - ---- ----- -° - _- - -- - - ..- _...-- - --- - --- -- -- - - - - -- - -
E -1 674OO '1' FT. i :- 10
6 2 67415 (2i' LT.) I 1 I II i 4
36 10
3C 4 1 #4#74 tl+ LT. 1 t I 10
74+47 (41' LT.> Tr, Iii i cit
75#2:54' !.T.) -t1-- -----l- --•- ----- - - - -- - ----- -- ----- ........ .
5t, -6 75 #i5 '25' Li.) TO i 9YE 48 ! 12
1 --_. -- - -- - --1---- ------- : it.
75 #41 34' LT.) TO : t-
p._. ._... - {{§-- JJ-- _ -
1_- - - ii°°jj, ! vj -- ...._ _ -_ -• -_-_-.- !._.._ -.- - _- _-
t- -•_ - -_ _._.__-
i___ - -._I- -- ---
75475 (33' LT.--• -•-- -' Iit'sF1_.. _ _ .. T1"
VY J_a _ PRELIMINARY _..
i .+
ii- iYJ -l.t. i i.. E. -8 .77 +73 .it' LT.) 1 . I
yy { {/
i t 10 113.
7' r t-a BOOK I`iti.'- -- - -- _ ----- i- -- -_ --- -------:-------t-
36 -9 I T8 #75 t34' LF.) f0 I 1 ' t0 1 : 2 1r t _cc Q- - - - -- - - -- - -_ - .. -- - - - -- - - - - -- - - - - - -- - - -- - - - - -- - - - - -- - - - - --
4I- -i- -1- °1 -1- ' i .
T ?#06 (3S' lT,i t I I I I
i '? .41 1.1,- .1:,..t..Il i'ii 1 1 i 1 1C.• '1' -? . -_ _- 3.
80+00 t3?' LT.'!.TO•'--" -------•----- -..__' _._.- : +_...___ ...-•- ---- - - - - --'---- -'•- -- ---••- --- ._ - °- .- i'1 ------- Jl
1-------t._.._... ---- -- I--. --° --- -_ - - --`-1 --• - -- _. ii . - _ - , ..._•_ __- - -- - -:----•--I......•-
s0 S0'<2u+ LT.) -j- •'' tq
yjfJ -
Q a ; -1P - -i - ii...__. ..__• __.... -.". •_--- --..._ -l- t'R "- -9s..8 3'_-'- t ='-c..P#' - --a- _S-Y•+ b.ra ---It ° :-- ---- ^i ___ "•_ ---•._ --_
2 80 #SD t2F'LT.) t0 1 ^I II -1 t 9,16 :ib.
02-50 (32 LT,__-... -- - -- - -- - - -- ------ --
I -- -- -_ -.- ...- --- -• ----- --
iq r't ! - r ---- -- - --- -_ ---- -- -t._... "- - - -- -----'
7
7 8'1 -----
92 +50- (4i',L -- zoo-`'- --' - - - "-__- 'i G.. i -- -- j !! - '-'-- ---- -- ---_ -6 --------------- i' -'- 'ii1,15,16
i___.___ -.___ _..._.__ -_ . - -_3 .______t_....._ -- _...i _.._. ____. - --- -- ---- - ------ ---._------ . l ....... I_- ___- _3.__..___i--------
04+84 <5t' LT.. I I i I I : ' 1
1-- ----- ------- - -• -- - - - -- -- - - - -{- ----- 1------- 1 - - - - -- -- - - - - -1
s - -- -- i - - - -- - - - -- - - - - -- ' - - - -- -- i- -------------- - - -- • - -... __ -- - - - -- ' - -- -, _ - - -- _•' - -i - - -- - -- - - - -i------
I SHEET TOTAL t 8 t 0 0 7 1 2SO 0 :f63 i DS- (, 0 °.5 0 -' 2 i C, ) .s 0- i 0 i -0 1i------ -, --- - ---- ----• - ---- - ..1 ---- - ---- - i - - - - -- ---•- • --- , --- --- -- - -- , - - ---- -- --i -- -t
sEMEPAI MOTES
Reyu :lIre$ $*voted End Seetiem. ee
Std. P1Ah 8.7a.
R «Quires Beveled End Section at the
1.l et and Outlet of the Pipe. .lee Std
Plan 8 -7a.
Ramon# Concrete Header and Replace
with a Reveled End Section. Seel Std.
Plan e•7e. (See special provis.tons)
For- R! prap Detail Set Drainage Ret.aii
Shoot M0. 4s.
Remove Concrete Header and Install a
Grate Inlet Type 2 (See Specisi
Pr GVisions).
use a Vaned srate.
Remove 12• Concrete Cwluert Pip* iSee Special Pro.•isiona?.
cant:t t. E.clst:ng 12" Concra;e
Culvert Pipe.
Acceptable Alternates far STORM SEWE
PIPE
41: a. baluanired Steel Storm Seuer Pipe:
Tr. 5, 0.064" thick.
Tr. 2 with welded or0 .j64" longitudinal s*ams 0.064" thick
diameter 3 inetits {argtr
b. Aluminized Steel Storm 5*wor Pipe:
Tr. 5, 0.064" thick.
Plain with gasketed or welded
and ro_ olized longitudinal
s•a.i ". 0.064' thick, diameter 3
inches largo #.
C. Aluminum St arm Seu*r Pipe: Tr. S, O.Of," thtci:.
Pain with gasketed longitudinal
seams, 0.Ot, thick, diameter S
inches l'r?"' I
d. Spiral Rib .nrw Sower Pipe:
Plain aluminum or plain narrow
p tch 41vminiA94 steel, 0.064"
t hint:,
Plain aluminized steel or plain
narrow per -tn sluminited steel,
U.004" #hick.
Tr. 2 gal'vantted ctetl or Tr. 2
arrow i tc!r gaiwanized sttelp0.044" tntck.
Remove Catch eosin and Pluq the Tnlet'
Et•,d of the PipQt with Conc. Cla.is G
50e Special Proutsioms).
Pemove E4isting 12" Concrete CulvertPipetSetSP ^•lei Prov:sior-t;.
for Edge Undtrdrain Details See
Oratnay* Detail Sheet No. 49 .ieo
Special 9rovttinns).
ror`* Underdrain OetaiIs. Ste Drain• .r
Oetait Sheet 4S,
For temcrett Header Typt A Rtsinn,
c Or n t h
449,('
150# t* at avt Detailt S Ott
SPOC141 Proriz,ons).
rho flouline of the underdrain must t
located at or above the rroun
tlo- ati.hs of all pipes connected to
drainage structure.
ln.cluded in Agreement UC 270t .
t.
i ..
to wtsrf .::_<: war<tIingtoiN Stott
TAT FED. AID PROD. NO. HIGHWAY DIVISION Y:
DRAWN .ate
I F Sla 8 0#t9R TO ;
c##ecmeo IMP Dapartment of Tronspwiation
PAOJ Mot t 90W022 •..
Cs a •- -, .a-.. _ (901ST1,04 *
T 4T I —
CogTRa T mo.
A PRUY ED S 6 rSWTUh . ' NOT E 5 ". " J^•
DOT FORM 2214** ;
j
R/12/87
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OIKUCTURE NOTES
Wa T FORM 29'
R "2/87
n
HIGHWAY DIVIGION
APPROVED
sit 0"
AM
t
Wo0in tort State9 Sill li O'Et#ltit TO ft J Wct
d' department of Transportatift
STRUCTURE ''NOTES
Li • &
OEIIERAL NOTES
T4E NEE.I NON- ER rrF THE "f00f' 4 'E!fP:
IC+ r .r N CwfF( h+irPE? OF it +E a
s
0 1 ° i f .-• 3 1. itquires Beveled End Section, 'Ste
Std. P1aACINri' Ld45, r i ci 7r.D 4414P: W u .a :r m a i sa i } ic= ?i o i 2 i-a 2 1 f $ 2 0'T1.
R%FEP; 'Ti-
FOUND t4 :.N
THt LnN:I
t Fpi';r:.,,A
I,, j, "j+) FiNr lif
c :wEEf.
i i "'rte : 1 •i -. ' 2 i i ; i
I Y. Requires Beveled End Section at thti.,x ui CC
m-••
Pipe. r11anr0 ;7a.dutltt of the P e. 'See St
t W 1
n ...
a
r a : c x•. •" x "" .-. f t cam . i i 1 3. Reravo Concrete Ntader and Pap 1 ace
FILE NiNEF: i I i?4 1 with # Raveled End Section. Stn Std.
j i t Plan 0 -7a. (See Special Provisions)
dX n i I 1 2
15 flsr - r) i 1 1 2 4. For Ripprap Detrti So# Oratnagt Ottai45.
LL L.F. L L.F. t -- t`EACN `3 ---- - ;- - - - -- - ----- '--- ----- j Sheet No.
OnE lnCRrTgN ENCi+ EArN EHiN C.'.- l.F. L.F. .f. .F.
1- _.. -- -__... ____..i __• ..,__-_•, __.__ S.
l 1 1 1.16 i
pewovt Cuncrttt Meader and Install a
Grate Inlet Typo 2 t$to Special7 -7 61+,.,.;r' Fr., TU i
1 ----- - --•-- -•-•-- --- -• -1 --- ----; Provisions'}.
i --- --- - -- -- -- - - - --i - -• -- -- - --
i i 1 -• ---- • °----1 -- -- -- -- -•-- -I -- - --- 6.
I 113,iS,16i
Use a Vaned Orate.
3-.. W PT.a TO c
7.
t
Remove 12" Concrete Culvert Pipe
94r ^4 44' PT,) i- - 1
l -- i--------
cSae Special Prtt,tsions).
1 - ---
8_16
a, I _ - -°1•---__.t - • -- i-j - --- -- -- -- - - - -• - 8,16-- 8. Connect t0 Existing 1:" Concrete
S' kT,,-- it 6 - - -- trl IT. T....__. tiJ
I i t- -
1 _-- ---'-- •- - - -1 -_ - 1! 1S 61 4. 1 Acceptable ales for t 1pableAltersS .n SEWE
Bi•Er lT•,---- --._ 1 oil 1_.___., 1- i_ I._-__--1-
t
PIPE are:
Stool Stork Sewer Pipein
i_ -._.._
a. LT ala•rniYed
5, 0.064" thick. il.._.,_ r. 83 ae 2- i12,iS,16i Tr. 2 with uelded or ask.tt#4
i -... _ - ---- -°-- - --- - - --- -- - -- - - - -- t udd)nal soassi 0.054• Chic,
9a.r,u t.' L c 1
fj.9,16
diameter argtr
A1LRSn Steal Mork Pip*
f•i.t 36• k• _LT, r`+ y- - i 2 I
1 -1
1 1 t 1 I
b. YId eweY
Tr. 5, 0 064' !hack,
Plain
4' i. ._._ _.._ . ---- -__ -_ _-- -_ __... _-_-° 1 I. t_ • -I- -I- -
1 1
with yasketed or welded
reketalrzed longitudtr+aiP' .. lf,
r -- .._.._ 1j;' 1^ ..._._ ._._. - --1 --- - -- - - -- - - -- - ----- ----- w+l" I
and
seaNt, 0.061" thick, diameter 9
P., s N_ I i 1 I 1 2 ,4y3 1
l,
inc itY lary.r. r!•
i- - -- I- - c. AluminUK Storm Spoor Pipe:
a' LI. {u_..__. rTj-- -<
r--°
11 lb i
k i 34 iT C" i.___._ ...._i...___ ___.__
t
ir ral I._. _. ____.. ___..._ .•___ .1
t 1 I i
Plain with 6aakated 17ngitV4ina.
tams, O.0 thick, dt +Meter 3
i_ Ii- •I terot arpr.
Sever Pipe: S7_ rv, Lt, fr 1_ --_.. --- ---_- •- ---
1__..
11,16
I -------
d. 5pplain aluminumkor plain narrows..
f__
aivNintiYed steal, 0.064"
i_ ii
thich
la is r. TO1•
I-
i R i
dam
1 i- 1,16
i •1 ' i ;
2
Plain aluminized stool or plash
na. ^row plitch al 'iNl nlied stall
Lt, d" N I i 0.064" thxc,. +
f... 0.;._..
i
1--- ---- --- -- - ----1------ -i-•- °----I Tr. 2 galoaniced steel or Tr. 2
i ._ -Tf- ... F; t i13,15,1f'.
1° - -t
narrow pitch galvanized steal,
0.064° t>tick.
a ' ,
kiT.
1
l i ....... i ...... - --• i i 4m
1 --_ -_ - -___ 10.
1 1 i 4,9 I
Rewoue Catch Ballot and Plug the Inle
End of the Pip* With CIVIC. Class C
1 - -•-- -' -- --- ----------------- 1 -- -----1 See Special ProL sions).
qtr 4` `T:..
fir.. 10 . y_ I_ .
1 - 1 1 - -- - ••__ 9,9_1&
1. i- •'` -I1 i.eNOVe Euistino 12" ,",oncrtte Co p era
i ` Ptpt CSaa Spe Provisions).
P I°!'t-
1
t#1
M_.•., 4, 9, . f• 112. Fur EQ9t Undtrdrain Details So*
6rainstga r5ce1 -_-_,. ..,.__ was _-
i•i'
L- Do-tail Shoat No. 4
Cpeeial Provisions).
Via.. c. lT. i ` i .. _ --__.1_ 1,16 13. I 6 e dram Details, See Drstn. For " Und r
1- -i• •1 Uetatl Shalt 4:.
y.• r a LT.) i i i 1 i 1,4,15
i - 2 -- --i - - - -- •- i ----- '- i 4is - 114. For Cencre!e V#&.1ar i ypa A Pattision,
r 1 r: 1
i-•- ''9 1 1S 162
i - ^•- °-1 ---- --2 - - - - - - _..._ - --1 - - - -T- i
Sea Oraina t Detail F t 44 tiaeSee
Speciat Provisions>.
1___- - -___ - - - - - .
1--r--
r _- 1 - - • - - i - - - - - - - - - • - - - - - - - 15. The fl;iwlJne ' trtr u.ordrata must I
R 4 o ' RT.) i_ t f 1 1 I+ 1 1 4,16
i-----• ____- • ---- -' •••__ i --------
locat. eG at a ,aue The crown
elav :t;on er- i pipesa ! conr+tc ted to
a•' l_ =r. .._.yi 1 1 _._.. _•. 1 -_ ----
i
j.. - 1_i__ ---- _--___! ___ -_ 2 ^4,16 - ` J `
I
drainage structure.
2 b ys•.'• r' ?.T TO Included to Agroevent Uc 2701.
7 t •_ -• -- - -- - - -•- 1 --- i -• -- •1- ----•- -f
5' 1.T.
1- - ---• --- -- - - - ---- --I - -- --- --- - --I•- r
1^ I I 9,16
I•---._ i...... - • - - - --f
9' +•5 5+1' RT.T TO i i 10- 1 1 s t
ic.f.' nT,) I• I i 1 t i_ 2 2,16 1
i i ``r 1 i i t1
0
I 1 1
O _S --- -l- -- •bF- - _ 1383
i
0
i 1
0011. i n_ J_} 0 1 RO i 0 0 I is 0 ! 4 1 0 1 13•' 1.1 0 1 0 1 t •
t----- -1 --- 1-- - - - -- ..._.._1. -,,a ..l «ia"•_. -1 .. f
Wa T FORM 29'
R "2/87
n
HIGHWAY DIVIGION
APPROVED
sit 0"
AM
t
Wo0in tort State9 Sill li O'Et#ltit TO ft J Wct
d' department of Transportatift
STRUCTURE ''NOTES
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S MUCTUR MOTES
DRAWN
p
MAT cna"
R/12/87
1EHEE PIPE are:
A. iialuaniz•d Steel Storm Sewer Pipe:
ir. 5, 0.044" thick.
9 Tr . Ili th welded Pr Aasirel6d
l-- - - - - -i lonai;vdtnal seams, li.064"
thick dtamster' 3 inchtx lar yer
b. 141Vmintztd Steil Storm fewer F'lpt:
1 Tr. 5, MW thin.
Plairy with gaskettd or welded
V•
I
1 I 1 ,
C. Aluminum -torn oufr Pipe:
1
Tr. S. 0.06" thick.
I ------- Plasm Mith gaslettd longitud :na.
S-
I-- - -i seams. 0.06 thick, diameter 3
Inches larger.
I d. 5piral Rib to _ewer pipe:
P„ >in a1-am:num or lain arrown
n
u tch aluminizd e st eel, 0.054"
a rh
PIai" aluminized steel or plain
I - - - - -- narrow ppiFCh alumtnized steel,
THE 'SHFE' N IMSEt' OF THE "CODE" i'EFW; 1 i
0.6£4' thick,
Pf"ovt Catch last" and Plug the Inlet
E"! of the Pte wtth ionc, Class C
e±= 9. G. To THE PLAN SHEET M!1MBEP Of THE i
Plr1M
m
n t a G
s.s
I
i
i I
i 1 a_ ! 1
For Ccn rote Header ryypt A Revision.
utrfF : ailed End Stet ;or.. See
St Plan P -7a. hMfFa('r IRE SF.fiM! NUt}t3Ek :.r
5peciai Provisions).
I- -- -- - -t 1S.
aice.. c sM a I a
Included in Agreeme"t UC 2701.
REFLPS TO THE +C'N =•'C11 ^TION FENTIMf. !
jr
RequiresFQUNLOMrHEFAr' I + :t'!.AF ;ic r.
ter. z ! i a as: !
2. Beveled End Sertion at the
Inlet Ovtlet the Pipe. Sesz
w
nd of
tit. P l a r, 0-74.
Il•.r, S' yON
w
aw.
74'4
o s z z W Q
1 -• a 1 LL! 9. Remove (oncrete Header and Replace
FILE MAME7,: ; 3'. z a c• ++ err ! with a Beueitd Eno Srctlun. See Std.
s'. ....jp - 4r5 i
Plan $ -T A. (Ste Sptctal Pr owl slons?
It :S9:17 HM , . t i Mro
1. ON ---° - --- L
i -• .--- f- ------
EA(H-- -EHrH
1 - - - - -- 4. Fcr Rippra Detail Ste Drainage Detail
Sheet !{0 As.
i.,E 91 Ek':k 1. L.F. i L.F.
as
i.r. L.F. 1
a
1 -! S. Remove Concrete Header and Install a
iE B i•'t '.5' t.r.> TU i I i i 5 11 i-a *. a Inlet Type 2 t5ee special
s+wr.
yamT t
l-
6. Use a Vaned Grate.
i- - -` ! •- --• f- i
@to ipeeoPri.r.(T5 -lti L; i
i-•-•
1 i q
qn,y_
t ia1
T. r0
6C! i ._.. I -•-
I• 3 Connect to ixi +:w tag12Concrt e
sue• +ri <S' t tulcert Pipe.
i•i; ".I'.- •c,.`'.._.in.___. i ..,_ -. 1_._4 9. 3:,-s•tat14 Al for SiuitiM
DRAWN
p
MAT cna"
R/12/87
1EHEE PIPE are:
A. iialuaniz•d Steel Storm Sewer Pipe:
ir. 5, 0.044" thick.
9 Tr . Ili th welded Pr Aasirel6d
l-- - - - - -i lonai;vdtnal seams, li.064"
thick dtamster' 3 inchtx lar yer
b. 141Vmintztd Steil Storm fewer F'lpt:
1 Tr. 5, MW thin.
Plairy with gaskettd or welded
I
i --- --- sfamr', 0.0b4" ti.ick. diameter 3
inches lar,Ter.
C. Aluminum -torn oufr Pipe:
Tr. S. 0.06" thick.
I ------- Plasm Mith gaslettd longitud :na.
S-
I-- - -i seams. 0.06 thick, diameter 3
Inches larger.
I d. 5piral Rib to _ewer pipe:
P„ >in a1-am:num or lain arrown
12 u tch aluminizde st eel, 0.054"
PIai" aluminized steel or plain
I - - - - -- narrow ppiFCh alumtnized steel,
0.!'64' Mick,
i Tr. 2 galvanizfd steel or Tr. 2
narrow pitch galvanized stool,
i•• - - --- 0.6£4' thick,
Pf"ovt Catch last" and Plug the Inlet
E"! of the Pte wtth ionc, Class C
5#o spacial Provisions).
I-
Ii. Cemout Existing 12" Concrett Culvert
i Pipe (see Special F'rovist Ong) . 4_
12, 1S -112. For Edge Vpdordraiii Details See
I - -- ---!
i
Oratnage Detail Sheet N<,. 43
Set :peciai fruvislo "S'.
2 ;13. For 6" Underdrair, Details, See
i i,rainsge Detail $nett 4S.
114. For Ccn rote Header ryypt A Revision.
2 fe Drainage Dvta,l SF eat 44 ':See
i - --- -- 5peciai Provisions).
I- -- -- - -t 1S. fhe flewlih4 of tAr uuderdrain must
e
tl... l +- .._._...
Included in Agreeme"t UC 2701.
I 2 :
Il•.r, S' yON
aw.
74'4 pi., {!, 15_
s'. ....jp - 4r5 i c
1- -
ric' 29' kT. t -- 1-
hjJ_.. _._....i 1' ...._.., R.. 1 - -- _....`..._.- i as ld.a -4!
T
a
tr1-5 1) _ kT,i TO
i - - -- -- j
s+wr.
yamTt
l-
i- - -` ! •- --• f- i
t ____° 1., _.... i-•-• qn,y_ 10 CiT lT.)
PT.) 6C! i ._.. I -•-
TO
Jp-li. t4• Or.,, To i 13
iarttttip •1a' LT, I To 1 i 0
DRAWN
p
MAT cna"
R/12/87
1EHEE PIPE are:
A. iialuaniz•d Steel Storm Sewer Pipe:
ir. 5, 0.044" thick.
9 Tr . Ili th welded Pr Aasirel6d
l-- - - - - -i lonai;vdtnal seams, li.064"
thick dtamster' 3 inchtx lar yer
b. 141Vmintztd Steil Storm fewer F'lpt:
1 Tr. 5, MW thin.
Plairy with gaskettd or welded
and remftalized longitudinal
i --- --- sfamr', 0.0b4" ti.ick. diameter 3
inches lar,Ter.
C. Aluminum -torn oufr Pipe:
Tr. S. 0.06" thick.
I ------- Plasm Mith gaslettd longitud :na.
S-
I-- - -i seams. 0.06 thick, diameter 3
Inches larger.
I d. 5piral Rib to _ewer pipe:
P„ >in a1-am:num or lain arrown
12 u tch aluminizde st eel, 0.054"
PIai" aluminized steel or plain
I - - - - -- narrow ppiFCh alumtnized steel,
0.!'64' Mick,
i Tr. 2 galvanizfd steel or Tr. 2
narrow pitch galvanized stool,
i•• - - --- 0.6£4' thick,
Pf"ovt Catch last" and Plug the Inlet
E"! of the Pte wtth ionc, Class C
5#o spacial Provisions).
I-
Ii. Cemout Existing 12" Concrett Culvert
i Pipe (see Special F'rovist Ong) . 4_
12, 1S -112. For Edge Vpdordraiii Details See
I - -- ---!
i
Oratnage Detail Sheet N<,. 43
Set :peciai fruvislo "S'.
2 ;13. For 6" Underdrair, Details, See
i i,rainsge Detail $nett 4S.
114. For Ccn rote Header ryypt A Revision.
2 fe Drainage Dvta,l SF eat 44 ':See
i - --- -- 5peciai Provisions).
I- -- -- - -t 1S. fhe flewlih4 of tAr uuderdrain must
e be located It or above the crowr
I- - - --•-` tlevatic"s of all pipes connected
I 12 I to a dra,nage ekructure.
116. Included in Agreeme"t UC 2701.
I 2 :
2 3
34' iT.,
iEEt rCTAL i ;! ! S
Iw
1 5 0 i 0 4757- 256- 0 1 0 i 50 1 9 3 f 0 1 0 E i B 0 1 G 1 i
1 --- °!------- !__.,__-1 ----- --
10 iWASH
9OW022
kIGMWAr DIVIVION
AWWOi
Washington State > Y8QSTo :
Department OE Irons! t&a
STRUCTURE NOTES
1
w
W;
4
4
if
M
3
13 ri
e
sr •dam
64PRUCTURE NOTES
6ENERRL NOTES
N'•:
rHE
rE "
HEEr ovinscR of THE 'CODE' PEFEP.St
t ? t'E PLAN °.HEET NUMUEP OF THE I m 1 °e 1 ° w ¢ 1 ° t "" t
Cf'MrkAC i t! qll <. rME 5ECJN0 NIiMBER - j a f °` °'
2 i J '_ ' 1 a ; i +, Paquirla Steeled End Section. roe
REFEpS rn THE LaMctourCOND
crRre
z
rn "" = 1 1 „ t
y ! J `: a E f Std. Plan 8-7a,
rU!IMG ON rHE PARTICOLAR 5MEET. a ! 1 t qu 0tea :o s4..a co poi caa <sal s z : t
r.. a <, a ; 2. 2e fires Ravrle End Stctien at the
I !'let and Outlet of the piper Ste Std.
ur- I m ee t
au
Plan 9 -7a.
R.I
a °s, a I S. Renout Concrete Meader and Rtpiae+
FILE RNAES: ,' i u ; s ,= r,,° i U u I v ! with a 9evtivd End Ser -ti on. See Std. i « ; 1 Z. ` - ! I i Plan R -Ta. (See SpeciaL Provisions)
Oy:49:50 AM ; 1 i z <" t ' 1 a
15•Nair -90 ! I + t 1 1 0 . I 1 4. For Rtprag50etail See Drainage Retail4 -• ---- ----- -- - - 1 -- -- - ------ - - -- -- -- -- - -- ....... 1-------- Shoot No. ,
AE LOCNTIJN ER_M EACH -ERCM t C.Y. L.F. L.F. -L.F. -L.F. L.F. L.F. ' L.F. 1 EACH EACH ._I -I I
1 _--- _- .__- 1 - - - - -- ------ 1 -- - --- -- -- - --- --- -- - ----- S. Remove Concrete Header and Inst;.11 a
0 -1: 194 2 :'A' Rr.i 1 1 Erato 1•ilet Typo 2 (Sao Special
t_......_i------- t Previsions).
I1 199.85 34' Lt.) TO -1 2 -i I -- - - -- ----- - • I-- - --- - --t -- ----1 6. Use a Vaned Orate.
140+11) X34' LT.) 1 f t : i 2 11,.•_._._t....---'- - 1 -•... - --- - ---•- ------ -- --- ----- ---- -- -- - -- --- -- ----- - -- -------- ------- -- ----- ----- -I 7. RSnove 12" Concrete Culvert Pipe
I ' See Specialf4Hl aaatS %.
41 ! 14:ir00 '.27* Lt., ! t 1 -!- I 1 4
a1 •Z- ---- ...-143.91) X25' Pt,,-- °- --- -..,.. . --_- -- --" _ _ °_._. _ ..._+------- ----- --•-- ...._.- -•--., _...• -_ °.._ ._....-------- i------- 1 ........ t---- °_ .-__- -- ^ --- -^ ° -•- , ------- 1 0. Culvert Plpe.isting !2" Concrete
41-i 145+1)4 •.;4' RT., f0 i i 10 I 9. Acceptable Alternates for S!OtiI 599112
Rt. ___..._ _...._ -•--- _ _ -• -- • ---- __ -• - - -- -,_ --- -- -------- - --------------- ---- ---- - -
i- --
2 - 1
PIPE
art:
uanlzed 'Steel Storm
t _,_-. - -,__ ------- -._ -_. ------- _ __ - -.,_ __.... ------- _.__ -- .__ -_ ....... ___ -. , -_ - -- - --. -_ _
Sever Pipe:
41 -4 245.5 r 1•.
1 1 - 1 Tr. S.
with sskete'd42i' L 1 1 t- .1 i I I i 1 t Tr, 2 y
i ------ ----- -- --- _- -- ......- •---- - °•' --- - - - {_._- -- - ------- _' -_ --- --- -------- , ----•i longl udinal ream. 0.064° thick,
41 S 14„ 21 Qi,, or., __ I di4mgttr 3 inches ar trCgg1_ b. Aluminized tool Sto m Seutr Pipes
4' e Y'1 +4i i3- Ff., t ; 1 t t 14 1 - Tr, 5, 0.064" thick.
I Plain with gaskoted or molded
41-7 Ic?+39 -..34' R1 -! r0 10 1 t 1 1 and r0Pat aii6iztd longitudinalIi- - -i ream 0.064' d4
I
154100 ' ';4' sr., t i 2 1 inches IAT get .
41 d '57,:'1 i34' kr., -i 8 ....... -1' 1 14 ', t. A1Ff S, O.
06i'
thick. t
alto a:v"tatl longitadimSi -I Pt alp with
seams, 0. 6 thick, diameter
Inches larger.
42.1 1b6•o{ ,t4' Vr.) I 6 14 d. 5 iial Rib Store Sever Pipe:
Plain aiumLnun or main narrow
pp luminized stool, 0.064"
P1 401r aluminized steel or plaini- -I- narrcu GGitch al n t t 1,
I 1 0.064" tt,ick.
Tr. 2 gaivantzed cttel or Tr. 2
t narrow etch a lvani.od steel°
t---._.. .._, _.. - - - - - -- - ^--- --I 0.0$4" hick.
t. -• -- - - -- - - - -- - •----- -- - -- ------ --- -- - --•-- --- --110. Rosa,,t Catch Basin and P1aR the Inlet
i End of the P1pt with Conc. Class C
1 t-
See Spec al Pr lianaavi .
y",___- _ yM",,;„..___t -- . - -oil. mave Eriistln 22° Concrete Culvert
t Pipe +.$et Special Provtflons).
F( P"' 1•'•r, }d1 } }4 NTITIES.- ..__.;_.____ ______ -'112. for 921 Urderdrain Details Seejil 1 lJ/ t,tJ/i i 1 +,] i _. __ 4 -I Era 0 Detail Shoat No, 41 (Sea
L r
iF y
5p cia Provisions).
For 6" Vnderdraii+ Retails, Set Drainag
I.._. ...... - --- --+ - -- -- - ------ •---- ---- -... -- -t? l -------- i_....__t Detail Sttet 45,
1 --- --- --1 --- - 1- - ------ I--- ----t14. For Concrete Hta er Tyy
et Grainagt Getoil TotA44 .So*
1- - - - -- Special Provisions
i--- ---- - - ---- --M I-- ---- ----- 115. rho fl0uline of the under rd sin must be
t tr located at or aDvv• the croupyi------ --- --- -- - -- --•- •- r - ---... --1 - -- - -- .. -- ----- -- i elevations of all pipes connected to a
1 1 drainage structure. -------- ! ----- - -------
i ice- - -r -+• 1-- M i 116. Included in Agreement UC 2701. i-- -----Ii- i t -i
i-- - -• - -- - - - -- - -- -- - -- •'•- -1 - - - --- - - - -' ..... 1------- i- - - - - -- ------- t - - - - --
i - - - - -- - - ---- + - - - - -- ------t------- --- - - -- - - -- - - - - - -- _ _ _i-- - - - - -i
HIET T6rkL 0 0 1 U 0 4 0 t -0 0 0 is- 10 3:•.v 7.^' 01 24 0! 2 -{ 0 0 i O i I
1------- t- ....._
i- --•-- -' ------- -- -- - - ---- - - - -,. '---- -- --- - ----- --t---- .... - I - --- -- ---- ---l-___ - ^_
E•F•r,;E,i,T TOTAL 8 i i 0 21 816 0 10002 S44 3- 0 30 155.0 0.0 16 1 :4 0 1• 29 1 1 1 0 0 2
1------- I ---t- -- --- , - •--- ,"t.w' *"'w'.-." - r. -e.;
DOv FORM 221
R, {/87
E
9OW022
HIGHWAY DIVISION l
ftshington State lot 0 40 a - Deportment of Tronsp~e o
APPROVED €TRuCTUR 14t TES
7`fo
STRUCTURE NOTES
SENRAL ROTES
z .z
THE SWEET h!rME'ER ;.F t•fF "(UOE" • ".EFi PS
IQ iNE t'LHN HF.E' N THE _ ;''_ '' ' "" ' 1 „",' ! ` 1. Re wires Reveled End Section. See
Cir "IAACI TLRM ^_' THE ':EtoH7 Nu"We " ' N=! °D`-' .
7, °$° ° f.
I " '
a
t E f > +E f tiTlun EMi,iRE w `R t° ^? r. s :. o ' 1 Std. Plan
P"F k to
VTIC.1!
F n z.
m :ci i"m vs -'~
i i inlet and Outlet of the Pine. Ste St
2. Re ices Benelod End Section at theFOUNDr+M THE F'AfrTICJtnR '-4E ET a.n J i z a aW i + i mcn `
a
Qv
w ; U ,
ac.
Flap. 0-74.
3. Renove Concrete Meader and Re lace
with i Bevel td End Section. Ste :td.
Plan 0 -1a. (Set Special Provisions)
lu`5- r7sr -9U H I 1 4. For kiprap.0vtail See Drainage Defaii
III
00E gfli!N t.F. . r9N TOM Y. E. -C.4', (.'i. C.V. i.B. E°f,N F H
S
EACH
1 -
i.Y, i-
h
i
S. move Concrete Head er and Ios to 1l s
ii I 4 i 6r ate Inlet type 2 (Rte Special
FroL. ions;.
kt. ) tir 8' 1 c 93' '_- -12 i
5; :c! -_- --- --- -- - - - - - ----- ----•• - ... - - -- -- - - -i - -..__.._ ------•1--- ----I---- -- -- -1 G. use a Vaned Orate.
I T. Fe«ovel2" Concrete C,ivrrt Piet
95- eS pecial Provitinn:' LT. } U
rr.,w ' .. ..
10
u. rJi, .e'± tC Exicti r; 1 fCP'r ^e
1 '14° RT. I
r
I ' Culvert Pipe.
r :S -6 9' Rf.) TO ------- _ 114 - - -.4. 6',-,- - ^- --- - ..v , - -------- 1361 I. 12,15 - S. Prceptable, Alternates fit STORM SLUE
M --- -i-- - - ---- PIPE are:
r,
t'
1' RRTf. . U.2 - _ _ -
i ' • •_
M a.
6alaTrrn'aA.
n.
ri
S
a
e, x
d
Lt'
tSteel dStorm
Sewer Pi prM -- ---- -- ------- _ _... - _ __ _. 0.064"thi
n 7f LT 1. 4 i Tr ith wet ded or 9 ttd
di ri3sc`r64" thlc
10 diameter inher er
b. Aluminized Steel .Stu ewer PIP* `
3S- 5''` i 3' RI. ma _ -• - -- - _- _ - °_-
n __.. ...; loal tudif"I" 4'
If'_ iti .:Z _ , . _ . ! 4_
I Ibthsf Uirger•thiri-., 11arettr 3
tij ! - ._..:.
4v." '1' P-- _ - ---• _.... ...... _..._ - -- -- -- . 0.2. -- --° + ' . - ---------
C. PiTrinup O'U6m thu k
Pipe:
55 19 na.,{ r ?7r Lt., - 1. t0 '`
i' _ °I-- °--.
G i teans,MOr06 atbrck4 dio»vdirs
tu
in It la /'CRI.
r _ __ __.__,_ -i -•_ _ d. -S iral R•ib :torn Sewer Pipe: pi.3 -- - -qc,:- -i• - Plain aluntnur or olsiti narrow
I__. --_ - ---•- - -_ -_ _ '°
1°` - +a+'r a_- __ - -_ -- -_ -
10- Lich ilvninixtd strrlr 0.064"
i > ". -a r - • ®' 4 - Plain s1'jninited steel or laint. 27' t ., 1. 10 22 1' '7 D.
narrow pitch ilurrinized steel.
S6- 047 1' LT. S "'"""";i .F• ail i t tf1 0.064" 4h:ck.
a_ ..... - - _. _..._., -•--- --. _,_ ..
ate.'~. - - I - .a-- --- - -- -_ _ - Tr. 2 gpalvanized etiei ter it 2
dif60u
ihtch
galvanised •teei,
d i
Io A- ( {1' LT. TO , , ,'. _t- 2'
va_ °"""'` _._.,..... an v t a it a Plug
i 34' !T, , >,n..a• 1 _ +°j rT7 _i' •!?n Endrof therh $
aruithrConcU9Cl•
ssI` It
t.. -- --____ --------- (SRR cle rOvl siJ rf.
5.,5 :y' LT.. TU 3T. l e4- 442 1 12
1i. der
I - ; - Spe l n
y'• .
1 RemaVt E,:ietinq 1Z" Concrete Culvert
t_ - -. -• - --- - -- - •-• -• _.. -• -- - ----- --•- - .. - -af;---- -- --- --- - -- Pipe tSet Special Prov ::ions). i
f Y6 -7 7i -41 '.:4 L.. is '.°w't ..es i 2 i 12. For Edge netrdrin ettstic 3t5I- -- -- - - - -- ---_- i --- - - -- rai na a ati hY ko. wg9
I^ Sp rtatiPrsvtsinnsie
i 1. r
910ii' For 5' Underdrila Details See urain1- • -i Oelai! Shoot 45.
v
S -.... ----_ • - - --- -- . _.-- _ _._._. . .-•-•-'°- •-- - -•--
j--- -- • -- . ----- ---.._ - ----__ __...- i - -- -•- -
I
I ! -- --
f14. a R r!i t'
406 +3S' LT.) See Drainage Dtal 54 e t 44c 5er
I Special Provisions).
4- -- --_it:. The ilou:ine of the uder rain ayst ar -- ---- - ---•-• ---- - - ---•- -- -•-- -- --- - --- - ----- -------- I-------
7.1 LT., TO i 5U 3 is 14 ! i -__ --------- i i 1.16 locatrd at or a!nve the croon
v- -- -- - ----- ------- ------ __- -.1_._ - _i - - ---- ---- ....... . i----- -- i- ---- - - - -- - ----- -i il.- -;- - -------- - -'
i aliiatio
itOf
all
tpipes
eonnr.cted to a
t - -•- -- ._- .-'t--- --- - - ---l- - - - - - - --
2 knrSO ?rLT.i ti ]00 200 93 ?a_ 20 1 i j l,16 'lb. Included in Wgreement Us.' 2T01.
1 - -- '•-- _ - - -- i ------- . ------- - '- - -l= rr.J =. :_-Y i__._. :' " -------
I -•-- - - --- --- -- I - ....... --- 1` ---- ---- -- ----- ------- -- - - -• -! ------ -------
i----- - ---- -- }•.. ^ E2-50 r 4_ Lt.; 10 i 14 , 16.113,15,16
i ------- i------- i------- - - - - -_ -------- ------ --- -- -- ...... - - --- _-- __ -i_ -- _ -_ - -
r444 451' LT.)
t
i --- .__l_.____ _ ___- __ ------- ------- ------- ------- ;------- }---------
1' --- - -•_. ;.HEET.tUTRI-- - zo'; 3` - -.-0- --- -0 -( -- ^- - "s 44 r +0- --'97 - - -10E'
i •-
Epp -
i-----9- - -i... - -- I... -•.- - -_ -- - •--1------- 1 °-- ----
ii- .- -••-
t - - - -- --- U -- 0 --- -- -- - -- -• -0 god)
STATE FED. AID FROJ. h!0, HIGHWAY DIVISION
DRAWN 10 IVASM Washington State 1 -`s
Department of Tronsportoiiio 11 3 D XIt AAI REM ON
a
r oR01. iN(,R 1 1 90W022
DIST ADM
A" m A' RATE I R t r
DOT FORM 221-M
R /12/8?
7
t
f;w I
9
ZA
2
1`j
Y'
x
1
j
1 -e
N li
0
P ° z
c
NOTES
t I ; 1 t
i i t BENERIII NOTE5
NJTE i t
1. Ra uiras eevelyd Eied Section, SeaTHE $MEET HUHNEF i.F THE "GOOF" REFER,
TO ME PITH .HE.T Nt lBER of NE ; I s .—. :'' " C" i+STkNii A Rli c. rHl `E rJMD NCI f1 Et ER ' ^.T a"-+ v J j ! m` 1 i,.° r..= " o
w
i x i Q I 1 s oea S
ea S Std. Plan 6-7a.
k'EFEks FO THE !GHStrlCllOet FEhTURE 1 ' a•_ a ac u. ac.-
fOUND 1)H TwE PPP 71011.4 1 ca .a m tv a ! ?x `¢ ¢rnw , `t a 1 0.-, 1 ` Ii .4 SHEET. i c o v 3. 2. Pegwiras Busied End Srctien at tRe
p 1 G•, Y • W c' t ' rD ud 00 .7 G1 OC Q G +}. S Inlet and Outlet of the Pi pr. Sar Sttt0.
1 a ; o. o cn ; ew a ; • - a S Plan 8-70,
V+ , •,Z
r--
Va = ; <C :?C I l l fi. W V f x Y ; N •'
Y CO I /
x. r o: w a n .x r-, • 4t 7!' a , & N.1 ; 3. Remove L•iRCretr Header and Rapi.ce
FILE WrflES: t " i 1 1 irs 1 i r 1 ¢p' 1 S with a 8avalod End Section. See Std.
r cn > cn o I I o ca i t
r Plan °7a, (Sire Special Previsions)
1U:2Q:1? An r
d. Rip rap 5rtail See drains }r Oetsi
9.
IS- Ilan -9Q _ _ _ Ra1
I c>
ShotIi11
OUF LOCnT10p L.F. L.F. TON TOM C.'t. ! S.F. C.Y. C.. f..'I, lF. i- _; EACH 1 ER(H EAI;H 1 S.Y.
l :c ..'Sr RT.,-'t- -- - ---- -- - - --- -•---- - - -3 -- -- ---- •- -15- - ---- - -- --- --- - ---- -- - ----- ---•- -- - - -- -- --•--- -- -- -- -- - --- -
S. Rtecve Concrete Header and Install a
ISO ` 1.16~ 6r.tp Inlet Tupt 2 t5e0 SpecialrI
1- - --- 6 U se a Vane d 4its
r4`,..'T,_TU -- - - - -- _ - -__ ....-•-- -- --- - -- - -- ----- ------ - -- ---. _..x- _._.... _---- - ..__..- ---•'- ------- •----- ------ -•--- --- ------ -_•_._ 7,15,1-
tt Culvert Pipe
I 1 !lU i1 6 S
S- Remove 12" Concrete
4•'4 ''44' IT.) CSta Sp6Ctal PrJiliSi vttFl.
1..- -- - -- -- - --- -- - - ---° -----• - - - ---- - - ----- - - - ---- -- - - - - 9. Lonnect to Existing 12" Concrete
1 2 t- il•' 1 ; 1 Y,16 Culvert Pipe.
g 1S9 113,15,1E. ?. Acceptable Altsrmates for STURm SEiiEr —---
1_. ------ •---_- - --- - -•---- °---
8:-O ---- t -•--- -'-----•-5-------- PIPE arw:
LT.. a. Galvanized Steel S?orrt Sower Pipe
r,t:t' !1. 'f0 _ _. - -- - - --- -- - - -._ __2_ _...- - --_ _. - --- - --- - - - - - - - --_ -- - -.. -- -- °---
Tr. S, Q.U6m• .hck.
r t r - -- - - - -- ---- - - - --
i '
i r. 2 w welds o . i 1'- i i 74 1 1 ; i { with d aaketrd
t ins Seams 64" th c
3r IT.) • ; diatgieter 3 tnches largeaa•SO 1 _ -- - - - --- b ew r
r
10 t•'1• i:+' L'.i Tq 9 v5 44 8 9- rf_- - _ _-__ __r__ ..__
Ptu r.i +ad Stool r r Pipe
Plain1-
Tr.
with64askeitd +or welded
r 8 9,1b
b;•E3 134' LT,) --- - "' z ; ar.d routtalized longitudino)
It' -- -..z.--
t _ _ 1 4 4 inches
Ia0t.
4 thick, dtaettwr 3
1 'f•c_ <J, cr, 1 I2 22 2 i t
c. Aiuminu0 Strrora Stwer Pipe: 1S- i_ _i.
S , F 9, 16 - Tr. 5 0.08" thi ckr ?. ;4' LT. S'0 1 i 5. 7 7 _ _ ,
ir, asitted 14igiteAina
is r'4' L1. I - - 1 t- 1 seams. 0.4 thick, diameter 3
ch gg r13° - -_- -• -- --- - - ---- -- _ ;--- -- -_ - - -- -° - --------- 11,16 d. Q?ralsRibrStorts Seu•r Pipe: r'lain alv"Inum or .lain Po4rr4v
LT.,, pitcn aluminized s ae1, 3a.064r1
t hick.
mrr..
r rf, 144• e64 17 9,1 - Plain aluminized steel or Platair3V1 :'_ 1 ° - - - - - - -- - ---- - -- ---- ---- --- - -- -_ - --- -- - ,
ra r - - narrow itr.h aluminized stsrl,
a u 34' l T . _ 1 •
rkj7 --- " ;'°--
1 . ; ..- ... -- -- -
0.464" ptrick.
is pu. cr;• i.;,, TU -- - - - 3 8 = +•, t r ,
Tr. 2 al anir. :d *feel or Tr. 2
A• t -- -- •109- ;13_iSY26 -i nyrrov gatcb q :lvanized Yteol,
r._ a r
r
t 44' LT.: _ °"
7 la. Pomovt Catch Basir, and Plug t.',a Inle
7.i:, ,..1• l '.?7' i'T. :: TU i2+ 1 . aL.a. ^ 4,9 End of tt. Pipp+t ui *h Cont. Class Ca : - -- - ------ --------- (Sre special Pr largi.
i, LT. 4 27 - -- - ' - v'-' - - 8,9,16
yy - - - - - • - - --- eDove Cu +1n 12° - rnrrwte Culvert1
i, ;a• L. „ Pipe ,So* pecaial Provisions)• 1
tt vrr!
12° lU ?2 1 4.i 11 ?. For F.dgo Ltnderdrair, Details Sae
Drains a Oetail :hte' ?la. 4 (5ea
j 1 -,_
g
r t SSpec al Provisionsi. rr
S _ ____ _ -_11 ?. For 6' Sndordrain Details, See Drain
het i1 hest 45.
r 1
4 22• 1 i fi i i w-
1,4_i
Y__1 -- _ -.._ _.._. __- - l -------------- __ 14. For Cancret a Header Ti pt A Revision,
p•i °,' ; *. Tu 24 1 1 15 ) :.,.. . -.. Dacia rouisioms).
owline of the underdrain must
a -•1 _
t .!_ Sly ih• f1
q aT i? l0 22 1 t 4 1 located at or above tt:t croup
1 ---- 1 ---- -° --- - - ---t olse- ations of all pipes Cnnmtcted to1
10 22 1- 4 S hrainagc structure.
c.._T _..`- -- - ti_ ---- - - ` - -7f- - -`21 _--- -•- - --- -- -- - - -- --- -- -- -i---- - ----- - -- -'1 lle. Included to Ngrtement K 2761. u - - i- - - - -- -- - -- - --- -- - -- ... - - -- - _ - -- - -_ '
t ;
7_ y Sa' kT., fO .._- - - -- -- - - - - -- -
I- ---t- -° - - --...'.- -- -1 - - -- - -I --- 5-- - -- -•S-
1 -- - -- - -- 1 -- ---- --._.. - ..._i------- 1----------------- S
i----- --l- -__ -.. ------- 1 ..,.•__y._._....--------- --'^_ _._'------- 1------- ,---- - -..--
1 ,-- - H tnTRt• ._ - - -_ 4s<• ;- - -t1 :•j-- - - -- -- ---- -- -- - - -- --52;1- - i; &-'- - -72• ----51- 5--•- - -, - -- -_ _ -- - -
1- - -- -!)-
1•-- ,.._.. --- -j_ 0_
S ._._
1- -1039 1 _ _ _ S g • i ---- - - -- , -- -`- - - -- -r --°- •- - - °• -- -•- r - - - - - -, -- - --- -• -- --- -- - -f
DOT FOR!,# 22144
R/12/87
u
90W022
ROJ• Ha• I MIGMWAY DIVISION
ftshinpton State i
VAIF Department of Transportation i
SA
8ii S 01"(6 TO MWMN 1VC L
STRUCTURE z - INNOTES
f
It
a
1 4 ^j
J
y3
11
i
r! e
1•^
tr a -a
r ;+C
WE
a
STRUCTURE NOTES
L2- Accep +able Alternates for Stop" .,t YE! L- PIPE are:
i
Li.___
1-- - --- 7 diameter lamgqer
b. hluninizod Steel Storm Sewer Pipe:
GEIIE£nt MOPES
THE ' NEF i Mi111FED ar' rqf 'CODE" REFEF iI
tt0 Ei ii
1 w i I J a
119 1 12 1
u J I
1
wia o-3 z was ' i. Requires 9easlyd End Section. SeeTOTHEF'L All i »EFi h,; nkT0 nc r4F
Plain aluminum or plain narrow
itch aluminized sleet, 0.064°
n mu
1 d
o
t
r.arrou pyitch aluminized steel,
0.054" thick. i - - - - --
m a, a
Qp !
0.064• thick.
Std. plan D -7a. C'1NTkACi
PEFFPS f0
PLANS TwE
tHE CON ivUC::CN
k':OND NUt6ER
EHr1RE v r; a z v s`: c'
f - ._...,-
i
g'
S Previsions ).
FOUND Om rHE PAa'TSlL4_+i' OEEI. cam
a Ar c "i can
7 vt.
m cJV r x
Q, a oc { 2. Beveled End Section at the
o n., t u xu a a i "- 1 Inlet anInletand Outlet of the Pipe. See Std.
vi a wzoc ra t , to 1 t•-a 1 I
12'i•..:
Plan 9-7a.
20
i
4 Q OG W 1 Q' !a Y QI JZ .L 6 1 W t 3. RPACVt Concrete Meader and Re lacei•a. i ! 1 with a Beveled End Section. Sit Std.
4U_a-
FILE Bv!IES:
12- 2`
q,!_r
3-- LT- 1 -• -- -- - - --- -•---
ate;.; i ----
i r
I Plan B -7a. (Sae Special provisions)
10 :29.30 AN
I. Flir•4_ u
Y. C.Y.
i
i f
4. For R+ rap Detail See Drainage Detailp
Snra! Mo. 45.
CuiiE Hr1(IN L.F..
I--- --` --
tON i O Y. C.Y.« LF, EACH Ea'H E0'.H S.Y. j--
10 22 I 1 t_ 10
t- --- -- -- --- - --{--
O.rv k-- TO
4U pD S.kS,r '.34'
1 S. tome, -# Concrete Header and Install a
38-8
r_ ,
99 -. LT. r4 1 3 r 9 Orate Inlet Type 2 'Soo ;Peclal
8.9- _-
tpn.,•
44.si:
Lf +
a.--k
p- ._.._-- S
I
t
5. Use a Based BratP.
t -_ - 4- 7. RPKoao t2" Concrete Culvert Pip*
3a -14 1 ll'4•°'7 U.? i! i 31 1 l 4.9 YSt. special Provisions".
1
dA,yu ET.. PO 40 7 r
i , .._.. r.. . ..y._r _.,._ _.•--'---
2 Connect to Ewis tin0 12" Cenrret
r_..
I - - - - -_
i
I -_ -___ -------
Cviv#I't Pipe.
L2- Accep +able Alternates for Stop" .,t YE! L- PIPE are:
i
Li.___
1-- - --- 7 diameter lamgqer
b. hluninizod Steel Storm Sewer Pipe:
3. 13 tDi•a" i5'Li. ft+ 16+1 tt0 Ei ii 16
inches larger.
e. AluminNM 5 *t•rm Sewer Pipe,
119 1 12 1 Tr. 5, 0.05" think. t---- ---1- - ^- --r lain with iasketed longitudinal
1 { soaps, 0.0 thick, d,am4ter 3
inches lar9or.
f S-1 d. Sprat £ib Styr Slaver Pipe:
I-- - ---_r Plain aluminum or plain narrowi6 !2.
11
itch aluminized sleet, 0.064°
i
1 -
i
thick.
Plain aluminized steel or plain
I- • -- - -' r.arrou pyitch aluminized steel,
0.054" thick. i - - - - -- Tr. gslvaniztd steel or fr. 2
2:7 ' 1a, 15 narrow pitch galvanarea steel,
0.064• thick.
110. Remove Catch Basin and Pluq the Inlet
l•
Iii.
39:2 - ---
T._...
f:1--- - - ....,.
f - ._...,- 1`` --- g'
S Previsions ).
i SiS. For 6" ilnderdrain Details, See Draineq
I_-- _- __ ------- Detail Shoot 4S.
1----- -- I-- - - - --r i4.
114 . , , 7 vt.
4 1 located at or above the Crown to
tmay- - i- Ik - - - -- - - - - --
f
yf,,- 12'i•..: Pr., in 20
33' Rr- -
i----- - - ---'I
4U_a- 7•iT,) 12- 2`
q,!_r
3-- LT- 1 -• -- -- - - --- -•---
ate;.; i ----
i r 1 -- ----
f.. 1{ 1 -_. j _._ __ _ ..i ._.. ,
1:3• . U.i i
4r1 ,'- ii4• i 4' or.) TO i ------ I--- --` -- 13:•. 4' itr.7- j-
I
10 22 I 1 t_ 10
t- --- -- -- --- - --{-- i"e`i 1 - -- -- -I --_ _
4G -51t 135• O.rv k-- TO 125
i1 -51
I!
1__ - -._ ---•,__ t -__._ _- . -__`_
4U pD S.kS,r '.34' RT., TO.__.._
i____ i-
f- •--•-- 36' PT.)
9_; 9. Accep +able Alternates for Stop" .,tYE!
PIPE are: t a. Galvanized Steel Storm Sower Pipe:
Tr', S, 0.0641 thick.
i Tr. 2 with Melded or gasktted
t lon91 adinal scans 0.064" thick,
inches
1-- - --- 7 diameter lamgqer
b. hluninizod Steel Storm Sewer Pipe:
A.064' thick.
Plain with gisktted or welded
and roartalized Inngitudinal
1 soaps, O.Of.4" thick, diameter 3
inches larger.
e. AluminNM 5 *t•rm Sewer Pipe,
119 1 12 1 Tr. 5, 0.05" think. t---- ---1- - ^- --r lain with iasketed longitudinal
1 { soaps, 0.0 thick, d,am4ter 3
inches lar9or.
f S-1 d. Sprat £ib Styr Slaver Pipe:
I-- - ---_r Plain aluminum or plain narrowi6 !2.
11
itch aluminized sleet, 0.064°
i
1 -
i
thick.
Plain aluminized steel or plain
I- • -- - -' r.arrou pyitch aluminized steel,
0.054" thick. i - - - - -- Tr. gslvaniztd steel or fr. 2
2:7 ' 1a, 15 narrow pitch galvanarea steel,
0.064• thick.
110. Remove Catch Basin and Pluq the Inlet
1 1 Frd o4 *he III* with fr.nC. C145s fSSooSpecialiroutsions ?.
Iii. Rtnove Emitting 12- Concrete Culvert141Fape (See Special Provisions).
r . 12,15 12. For Edge BAderdraiA De ; tails See
I Drainage Detail Sheet Mo. 4iSee
1 {
2
S Previsions ).
i SiS. For 6" ilnderdrain Details, See Draineq
I_-- _- __ ------- Detail Shoot 4S.
1----- -- I-- - - - --r i4. Fur Concrete Neader Tyype A Rewisien,
1 2 1i - -----I - -• -- t
I I
See Drainage Detail Shoot' 44 (See
5peci sl F :,v, r. on :; .
1 ------- 115. 1f 1 The flowiine of the undord >ain mutt be
4 1 located at or above the Crown to1 - -- - -I
1401 1 32 1
elevations of all pipes connected a
dratnago structure.
t- 116. Included In Aoreement ut ;701.
140.11 l:6•'• (34' Lt., to i i 1 1 1 S 1 ° { I t!
i _ --- - -- -- -- --I- --- - - -- - - --- - - - -- ------' - --- - - -- - - - -- --- - -I - -- -- f- - - -• - -' - -- -- - --- --t------- 1 ....... 1
r.r<.ET1iOT!t
2491 .
6l ®
01{
1l ! 1 -i41 169 33 11211 0 i -•? 1 0- fl 10 -'
1 -- -- -- -- - -- ---- - -i --- _•._- - {- •_ - - -{ ?
DOT FORM
R /12/e7
k'-,TATEJ TED. AID PROJ. NO. tIGMWAY DIVISION .., _ . • _ _.._ ..
a
IO - - Washington State •
y
M g 01 To NOWM M
I A' Deportment of )ror;spori040- q
nr'PROVc J ST RUCT E TES - t
l'
t ,1
I
yi3 `
A
w'
i
tl.
J
o
Vz
x
el"RUCTURE NOTESof
d J ftwERfii MOTES
THE SHEET MUPSBER OF THE "rUnE" aestrr; ; w0. 1 u ;
f ri
1 e, ; w c , i a 3 „ il. P.rgvires Beveled End Section. See
TO Tiii i NA SNEfI N'JISNEP OF THE i Std. Plan B -ra.
CONTPACr PLANS. INE ;ECONO NUMSER
RV EPS t0 THE C0N;rP!rl0N FEATJRE { H
a, 0 3 , a = I oc« 1 m t 4" S S 1 ; t ° 12. Requires Btvrled lnd Stctton at the
FUUNG ON THE PAkTtCU1Ri SHEET. ! o 1 ' d S Inlet afid Outlet of the Pepe. $00 Std.
a z a u, an ! w ca m aSdSwIrwto ea a i Plan I -? &.
cu i a .n I d` S r r r"as 1 S
j ue" oe S'tw 1 13. Rr»ovr Concrete Header and It 4170
iag i ac,.` oacA S odc I <., i ! i } 1 ! with a Beveled End Section, 5re Std,
cuFILENAMES: 1 °' i : a i sac : `D`` d `D i # ° i .c I S 1 d Plan 9-7a. (Set Special Provis4ons)
I Ln z 1 v7 U <n r. 1 1 ! i i
1U 36.117 An :' s i " o i ' w ; 14. For Riprap prtail 5 +0 8rslnage DetailiS- M4 -90 I a ' I 1 1 ! i 1 She k O. 4S.
CODE 3 LUCAriUN L.F. L.F. i TOM TON C.V. •S.Y. -C ''. ~G,'J. 'i LR. EACH EACH EAGN { S.Y. i :. Remove Concrete Nrsdvr and Install 41
1_._.___ _-_-. __ i ____ -;---_-• ; - - :. ssco- ".Y:AI = ._._. - -_ -- ___ -_. --•--- ! rat. Inlet ype Z t5or Special1tS
14A -12 ! I39+ 9 29' RT.) 1 I t ! •i- Provisions).
40 -13 139r8 .4' RT -) i0- -- -- - - --
i - ---- -- -- -- -- - - --- i ------ °- - - -__ "_..1. ». ...... I - - --- _ -- - --1 -- _.._.; •• - ---1 ---- -- ; - - - --- - I
g,.._.._.. -- - --• _
I -2 ^;6. Use s Vaned $rata.
140.19 i4'Lr.) 1 i t 1 t ! ! f 17. remove culvert Pipet12- Concrete
1 - --- -- ------- - -1- - -- - - - .. ......,1.._••_- i- - - ---- - _ ..... 1 -- ----1 -- - -- -- - - --i •- --- ----- -'-i- --- --- I (See Special Provisions).
4i °1 -j -- - - 143.Oi 2 "' t.T.!- __.," - °-- -'1. 1D 22 - - --1 1------- ;------- A. Canner_ t to E)ciating k2" Concreter_ S- -f- -! Culvert Pipe.
41-2 143r3U [o' Pr.)- •_ i t. _ 1 1
4l - -- -- ---- -- .;4- PT.) ---T - -_ ....... - .,_ -__ _ _._ _.___._I .___..j- ._.. "-- ? -___ -- - -_ __._ -- ------ --- --__; -- --_ -•---•- -__ -_ _ -_ -- ___. .._1 - - -__ '9, Acceptable Alternates fvr SrDR6 SEWEP
I "
1 I ; ;' 2 PIPE are:
i115 -5b .3> kT.) --_, - __{ - --_ -_ ...-.___1_ - - -_ _.....d_-- __-_1.--_.. -- _--- !_. ». »- .}.-- ---- ...._ ..___ _._ ..._;------- I..._._ -._ ------- ------ - -_ -,. ------- ! a• rfr.anszed Stott Storm Sgruer Pipe
41 -4 145 +Sh -Z71 Lr.) - -- ;_•-_ ___AR_ ........ -• - -•. ,_-_- fj_ _ - -_` - _.,__. _ ------- __ -_ .,_.--- S» ^ -_- ------- j..__....;. .._ -.,- »
4 } -Tr. 2 %: with voldea
0.0(4' i
41-5 -i '147'21 t r' RT. ?- -..._ -... _...__} »_._._. »_._ ------- --..._. __..
I -___ - - -____ _ ---._ ------- ;.._ - -_- .._( '_' '_'a': __ _:5.._.__--} di 3 inches Tar,er
pb. Alur..nxzoa Sttrl Store Srutr Pipe,
41 b- --- '- --- 151.47 -:t' --- ------ -
I-•- --- ---..,, _i_ -_.... _,..0.5.. _... ». - -•- --1 . j _ ..,. .__... - -^ _ "- - - - -li- - - - -r+A).. 1 I -Plain
thick.
r woloodsi -
1- ----` ;
akrttd o
dirol
41-? _ .ts ^#,,q ;4, Pr.) r0 ; 1 2 -i srkoiv,p0.064 "tthick, diameter 3
t -- -.. ---- - .___ _... _ _ _ ,.. _ _. -1 - 1 ir,c }•es larger.
154,06 "'4' OT.) _.._
y
j ,....__ _. __ae y/._ » _._ _;
c. Aluminum Storm Storr Pipe,
Tr S. 0.0d" tAicr,
P
i.5. 1 0.3 so -{- ii- 14 Fiain with %askIted Iongitsidxnat
i "'
r•- ' - I - •: - sex , 0.06" the , diameter 3
1 inches 1 tr
a• -1 s - »- _. 1„ + 1 ; ,y _
s , d. Sp lean P1b tarn SemeainiPa: rowi1b1C, 4 PT.) L r L1 1 it inn lumin4m or p1 1717
tI-..____ - j• - _._ ---- _.. - - - - -- rch lninize s eel, 0.064
1 !
I 011 isn al!imsnxsed stool or vtain
P irroy i t.ch
j ....._. .••. - - - -- - "f "= •'y-_.j..__.. 0.0 4" ihic!c,
aivnsnlced steel,
P: w
vanszed stetl,
2tr. „ galvanized steel or ?r
1 -• -•
i- i n'.rrOU ptteh .lal
i 0,ftk4” Ii1ck
lh. RPMOV4 LatCh Pasin an0 Plug tr•e Inlet
i 1 _.___ End of tP,e F1 pr u)tn t'sr,t, r,Iass C
1 _ -.._. .._.._ ___S ___._ !sr. _t CS•e Special rov,s,ons).
v,.' a.3 i 1 11. to re fmi ctlr.9 11 Con:rrte Culvert
j ._ - - -- -- ._ -- --- -- ..- -- -- P''i ;- - ^_ Pipe (:er Sptclal Proverioni'
I- -112. For Edge )Jr,drr4141n Details Seej _.__. __.._.. _......-_I _•---_ - Q" Drair+agt Detail Sheet 00. 4 are
S i { TOW ; 1 :prcia irovisions). 0+';
7 F--- I.- --- --I13. ror b i Details, Sre OrsinaqUndrrdran
i Detail Sheet No. 4S.
i 4. y = n,
r ,-(/ -- - -•- --+ -- - - - - -- h t N .
444i
S•rprife " , - »1 t For Lon ^r.tr He T A k. oPRELIM' i Q U jr1" -1•
y •
I i Sts pr axnagt nPtyll 5 t
i`{ y -- - -- -- -- -- i - - --- 3 Special Proa•itions).
1 r. .. o` - n" - - -_ ....... ...._ _... ;.... '--'----! The f!• >u t un /cede th1-.. pp n . - .15. a it o of
ve
air. mns r
fr % C7 ;j •1• -
i
lac.•. -m :t or a5ot•r tnr cra.n
Iid•d '` )
c !
elsvarions of ail pipes trnnected to a
I__.._._ -_--_.___,. -- ----__ _... - °--_ - - --__•- _ ?..
t••
IN ITI rl._ --._ _
S _ »_.._ _. — ? -- ---•--1
draina7t structure.
116. Intl,,Jed in Agreement VC Mil,
J' _..,•_ ...;
1
ir r,ihl - - -- - -- -o- _.. _ 14 1.s- - -G 1` - a- i_ - - - -$- - -.}- -
0.3- o. - - - - -- - - - - --- - - - - -- _ - -a- ------ '--- - - - - - I -----, - - - -- - - --- -- - -- ------
I -- -- - -- --- -- - - - - -
1
i - - --- --- •-- --------- -- --- -- - -,.. »- -- - - -- - -- -- - --i - - -- -- -••- -l- - -- -,.. ---- °- -1- - -- ._._- - - - -- ------ ------- • - - -- - ----- - ---- .._..t- •- ----1 - - - --- IN Additional ou " titres On .,heft 77.
PROIE(r 10TAI 93B 1C 2' U ; 14 1,S 0 127'17 175? i l5+) 1 2&1- .S. 150- 0 S 33 0 j i 5324 1 1
t - - - - - -d - - - -- - -• -- . -. _.•_ . -• - - -- ___... ,_. _ - -- , - - - - --, ....... , ... .. •I _,-,. _.R,.. -lr, > •- . -`
n^V FnRM
R/12/67
D
9OW022
HIGHWAY 01VISION x> x a se.'> 51,
3
at +x Washington State
I Dopartilnent of Transportation
STftCT URE NO TES
1MA
V, 'I DVJ 17
IN
T. 23 N., R.4E.,W.M.
V
0
0 .
SR 900 SyF;• r
M F 9.07
TA. 51+69
BEGINNING OF PROJECT •,`
I
o
r
a
D \ /
O
13
LEGEND;
EXISTING CONCRETE GUTTER
EXISTING CATCH BASIN I UD C:)
EXISTING MANHOLE •TUp _. _ i
EXISTING CONCRETE INLET EXISTING FENCE
EXISTING WATER MANHOLE - EXSTING LANDSCAPE !SLAND .,
rj
O
Si EXISTING STORM SEWER LINE EXISTING CONCRETE HEADER TYPE A L 'D .. 65
EXISTING FIRE HYDRANT Q CATCH BASIN U0`--
BUD
EXISTING CULVERT PIPE - - "ST STORM SEWER LINE (6` UD
UD
EXISTING DITCH - -uD— EDGE UNDERDRAIN PIPE
v - -- - - -_-
IZEXISTINGCONCRETEHEADERCULVERTPIPE - - - - -- -- - - - -
12
L
EXISTING CONCRETE HEADER WALL -- _ -- --------
I EXISTING GUARDRAIL -. - --
i
FOR LEGEND SEE SHEET 35,
U~ 5— 0 D0
SCALE W FEET
L -8567 jSTATEj FED. AID PROJ.NO,
S HIGHWAY DIVISIONRaOXING
RA.K A Washington State $A woS. M. NELSON -B5 10 WASH $
R S O'XING TO RENTON WCL
CHECY D C L. GEORGE JOB N."ER i Rif Department of Transportation
PROJ. NGR. S. L. EVERETT 9OW022
DIST.ADM.. R. 0. ANDERSON CONTRACT NO.
DATE REW'VON Sy APPD DRAINAGE PLANS
DOT "'m «'„"
11evisec
5
T 23 N., R. 4 E. ,W. M.
DOT
Q, 0,
75
01
70
1
U0
01
ut)
3
ul
NIu f,v
to N
C/)
C—D
C/)
m
0 50 100 FOR LEGEND SEE SHEET 35.
SCALE IN FEET
SIR 900 L-8567 I 1 97- STATE FED. AID PROJ. NO. HIGHWAY DIVISION
Aerw Washington State
C-2- Department of Transportation
SR WO
SR 5 O'XING TO RENTON WCL
SIR 5 _T i
10 WASH
ill
OAAWN S. M. NELSON 7-89 4-
CMECKED C L GEORGE A
9OW022PROJ.FNGR. S. L. EVEP.ErT
DIST.ADM.. R. 0. _ANDERSON CONMICT 110.
U DRAINAGE PLANSDATEJREVISIONByjAPPD
DOT
Q, 0,
T. 23 N., R.4 E., W M.
1, / 17ELI D-- E —UD -6 s._UD
UD
J
o y 1
85
0
UQ - _ Z . U D ---- UD ST —£ -- } UD -- r— U D
7
J
I !
44 ) / G9
5 .
UD - - -- UQ UD - —;---UG
F,
FOR "AS-- CONSTRUCTED
LA l 5" ONLY
o to sno FOR LEGEND SEE SHEET 33. SCALE IN FEET
SR 900 L -4567 ea ow STATE FED. AID PROJ. NO. IT r' - HIGHWAY DIVISION
Algh Washington State
Department of Transportation
SR 9W
SR 5 O'XING TO RENTON WCL
SIR 5 XI NS. 10 WASHDAWNM. NELSON 7 -89
CHECKED C. L. GEORGE JOS NUMBER
90WG22
a
3z
W*jTS
PROD. ENOR. S. L. EVERETT
DIST.ADM.. R.0. ANDERSON CONTRACT NO.
DRAINAGE PLANSCAT£ REYiSiON BY APP'D
OT FOkM u' -` ROWW" 942
Ir
T. 23 N., RAE., .. M.
r r
r r
r r
f / f
4 II)
I
f1D I'A^
1
I10
lr.s,l1! fi15 J lia..I
FOR LEGEND SEE SHEET 35,
F'— —F- -
0 50 100
SCALE IN FEET
SR 900 L -8567 E « "'" f57ATE FEC. AID PROJ. ND. ci'r`s HIGHWAY DIVISION
W h g StateS'•'ii:J on 7 "'•e'
V& Department of Transportation TC SESR5O'XIF G TC ncNTOf1 WGL
SR 5 OXING
10 WASHDRAIMNSM. NELSON 7 -89
CHECKED C. L GEORGE JOB NVMoen
9OW022 3
50
vrt.a
PP.OJ. ENGR. S. L. EVERETT
DIST. ADM.. R.O. ANDERSON CONTRAACTNO. j f DRAINAGE PLANSDATEREVISIONBYAPPD
DOT FORM C("" Revimd 9/92
I
T. 23 N., R.4 E.M.M.
00
SCALE IN FEET FOR LEGEND SEE SHEET 35,
SR 900 L -8.567 ISTATE FED. AID VROJ. N
SF 5 OXING uI^u•MY DIVISION
Washington State 5R 90ODRAWNS. M. NELSON 7 -89 10 WASH
SR $ O'X NG TO RENTON WCL
CHECKED G L GEORGE roe huMeee Department of Transportation
vROJ. ENGR. EVERE'iT 90W022 3n
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