HomeMy WebLinkAboutSWP6002083.11�-
100'
N, W- 2nd Street
/,46t l=OUr701
Q) Si/f Fer�ce
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i Material � �
51ock Pr/e
ExiSbn9 2-24/"CO/7c,
Culverts To Be. Plugged W, All —
and Abandoned.
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City Of Ren ton
Mori, # 17G
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Uof Founts
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Pipe
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70' I R.0. W,
Brass Tack
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SE %4 , NW %4,
Sec. 18,, Tuip 23 N, Rqe 5E
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So, 132nd ll9
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NW Znd 57`
Jet
Vista .APIs,
den, � � �-
VICINITY MAP
Existir2q
48'/o Pioe
De tail 31 Sh t 2)
Manho% #2
30 x 45' Ut1'11'ty
�crsemer> f
Remove tikh t Base
Construct New Li9hf ,Base i
4r�e/ Jur�clion �3ox At South Edge
C Of Excc, vcrf%or7 Area, Match exi67411I
Boz- T ,�x/t`l err! , G/rY a- , F1v2-o1v
Star�dard P/ari6 .Too-7, -70141 .7015'
NOTE
See "Recorc/ Of Survey " OF Portions Of 1-07'.5
3,4 E 5, Block 30 Of Ear111797o17 14cre 7--act5,
1<1;,29 Co44r71y, Wa, Made Oy Arnett 4,7ol,5SO<c.
Dated' 3/8/91 , Job /�/o, 9//- 29/,
* /%2' x l %2' 60MC eTe EXACASIAIC7 =04/R yc" PLA5r16
L%tC-75 - O* ".—AP B r G/5 `VEST.
-* SE'E S446- 51Ei'ree CARD fwR D/MEI✓510AA5 TO ¢ ",0'PG
I. E. Out -.7 53.701 :: ::::. ......... ' 1. E. Out } ' 50.73L' 42 Z,E, Out=38-6®3� 42 (MoAch /n vert)
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FERGUSON & SONS INC 116506
;F{ =,;
4111�;,
FOR
.312.S / q P !-M Rev.
a/
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
=y � �,, Date
CONSTRUCTION NOTES
1. Confrac for To Fielo( Verify L.ocation 4nd /nverfs
Of Exishng Pipes Prior To Laying Of Pipes (CV M.N, * 1)
2. kfwier/ols 4-)d Workmlao5blp Sho// Confiarm To City Of
/;ZenfOn 5*1ao0r015.
3 Restore Surface To Match Existing.
4, Tl-cwsfer Of F/oal And Plu99ir?y Of The Exif
Pipes Shall Be Performed <4ffer The Pipes Are Acce,afeo:
5. Elevations Are 15oseo' Upon C11y Of Renton Dai ,,,,
Confracta.- To l/erif y Prior To Beginning Cor/sfrvcfion,
G. Conh-acYbr Sho// Be Resyonsib✓P To Maintain All (Mlles
A f f e e fe c/ By The Corps fi-uc fi on . ,4r7y Jarr>a9e To
Replaced Ail The Expense Of The Conflnc&r And To
The Safisfia,, Of The Cify And The Re5l- give Utility
y All Uti/i f/es Are Shouir7 /n Their 4,ovfzoxirr7afe
Locoh'or7s. Contractor To Fielo' Verify Actual Locofions,
7 {--f,"f if iG r , �dV ' C LLJ G 6✓ r* psi vv, !/1C— , /Y.4., V —
/ogic And Pydrau/ic Analysl:s As Shown /n The 7eichlvea✓
/nfor ma,bon Rec vrf Do leo' ✓anuary 1992 By The City
Of Ren Ion.
8. The ConstruetIon, 4 c ti vi tes wi l Involve Aoprox .450 C.Y.
Of EXrO V4 ti ors Mnteri0l
q. 777c Contractor Sholl 5&tvrl"f to Ths Engineer Fvr
APpro:,nl. The TrenC17 Defoi/s /9-/01- 7b 4ron5f7
P7e a-si9r7 o 1= .341C% $ho, -irnq _Sho l/ Be SAorn,Ded
By L.iceneed •StruefurOl Er lyir7eer,
Hl�tn ReQuIi* 8y The Ci 1y -t r Aoy Dons hrc r>f/on
iCfr M-ieS W *Ahlrn The Street of May. The
e0r7trocf01- S170// gu4i-ml* - o TrulclgiC' 40171i-0/ P/or7.
for City 's Apvrovol Prior to Consh-uc�:or/.
11, The Con tractor Sho// Be ResPor/s/b/e To Re/nsfo/I Pvperfy
Corr7ers As Sho&u1-7 5x1st11-;q, All Rel-'elence Ties
Per1nane177` SettinmLy Seedveyor
12, A 5 Foot Widc Xlolkulay Shall fie /I lalnlained
To ,4ccess F'rooert .:, ''ones Bf ' �'
13, EXISTING D1-:?1V6-WAY EASEMENT: A 20 Foot Wide
Jrl'vealay 67ase17;,e171 Exists A /or79 The n fire South Properly
Line Of 77�e ./ef Visfzr Apfs, CIO reef Moroi And 10 FPef South
Of The Pro f-)el- fy Line. 9 County Recording ' C304340
And :* 6314403.
14. Any 51ele3eulel- Damage fay The Construction 4cr`�vlfies,
Shall Be Repaired ,4nd Recor>sfrucled To City s Sfa�c(ard.
API/C Material Shol/ Be L/sed). Temoorary Service N/ighf
Be Reyuired To Pl-o vide Con/ii�uous Ser vice.
GENERAL NOTES : y01- CatCh ,B05175)
1. In U171r/7,Oro ✓ed Areas, Catch Basin To Ex Lena' ,V1,V11771177 a "/Arta'
MaXirnum /8 „Atove FIi715hed Crade . /n Paved Area, Cover
Must Slope /n 4// Directions To "otch Paving.
2. Catch Bcrsin Ring And Cover To Be 24'C/ear O,oenir�9, Equal To
Olympic foundry Co, No, 5822 With Solid Lid Exce,ol For
One 18'/ D1a177e1er Lift floe 8/,� From Ccn%r Cover Shall
Bove Wo1-n'in9, ('Drain " For Storm Drain. Cotcb gsin Located
W/4hih Easememt Shall Bove Bo✓t Doaln (Lockir79 Lid.) Ring
And Cover Epal To O/yrn,oic Foundry lVo. 5943 WS-L .
3. All Catch Rosin Joins Use A Conf r/ed Round Rubber Gaske/
"eetirncy AST'" C-443 S,oecif C4tiai7s.
4 All Pipe .Through (arch Basin Wal/ 51a// I-lbve "O "Ring Rubber
Gas,-ct, In A Cc- ch Basin 0o4p111?g I'on,1or177117g To A S7XI C - 4 78
S,oecificotions, Johns -Manville or 5pval For Coanec7'10n5
To Ex1sfin9 Catch ,easier, The Catch 5a5117 Wall Shall Be Core -
G?rillecY ,4 Conim/ Type Flexible Sea/ E9ao/ To 1Yor-A% Seol
Sho✓✓ Be /ns,�7lled.
5. Precast Cor7crere /`ems May ,Be Suoo/led By The Fc/%vzi q
A ssociateol Sar/d And Gravel
Everet/` CGv7Crefe Products
Town Concrete P/*-, Inc,
Pacific Infernotiona/ Pipe �` Engineering, Inc.
NOTES:
t Precast .5ect1on3 Shall Conform To 5ec7'1o,-77-055 '-Y 199/
Standard SPeci/`!c4fians For Rood, Bridge And Municl;oa/
Construction Of Wash. 96le D.O,T. And 005/7, Chop/er 4PW.4,
2, All Section Riser ,/O/nfs Shall Be A Rubber Gaskel Tfoe
Conf61-rnii7y Wi717 ASTM C-443, fOetai/3 Of-/Oin145
Shall fie Subn7itfed To The Er79inecr fir Agoor v of Prior
Ta Fabrication.
600- 1 455-3556 N.E.
HNT8 (206)
L, vrs�oil/ Sy G/rY 3TAFG"
BELLEVUE WA. 98004
D.0
�s-8vi(t Co�d:tions Shof.9n
�5'.LL,
09-23-93
3
A - B!J/LT Cot w'>,rr ovs `� c"n'
iz - d - ?.3
NO.
REVISION
BY
I APPR.
I DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
JET VISTA APT, STORM SYSTEM
REPLACEMENT
DESIGNED_ E/• C - DATE 2 -12. 93_ FILE NO. 15159
DRAWN L/. %' C h/0/
CHECKSCALE V CI O
FIELD BOOK PAGE —
APPROVED SHEET I OF 2
DIRECTOR OF FUfLIC WORKS