HomeMy WebLinkAboutzD-2083SetCity Of Renton J Sec. 18r/Twp 23 N¢ Rge 5E
Al W. 2nd S17-eei Mon. # 176
(So. 132nd Street) Q
�z6 ! Brass Tack
/got Pound Elec. Conduit Not Found R: I A 132nd S%
Silt Fence 2 = So- a
O I Existing 1/au /t �
�9 (For Private \ I an,+ Rim. E/. 56.11 NW 2 51 ti
Contract Only) I N Inv. El. 37.79 � Pie'
- -t- -130' 7x 7'Elec. Vou/t -� —' Bross Tack) Jet JWO 0001X
j Material j Ex.- ST I sr o ' Vsto Apfs.
Stock Pt /e I
c,
�Areo_ - - - -�
Exis vP i 0
iing 2 -24 is Conc.
Culverts To Be Pugged W.M. N
and Abandoned ,Poi /i VICINITY MAP
Existing L/ghf
Jet I/'sfa Apts.
Connect Exist' C, B #1 (See
N C. B. �2 (see 1Jtihijr r,' - - -o. -A2 - - - - - - --Detail - 6, - Sh- t 2- ) Manhole P in.#py 1 e
(See Detail 1, Shf. 2
Detail 6, Sht 2) Detail 3, Sht p�/ �/.
x I x - Manhole #2
Easement ill Z 30X45 Utility
� � Eosernenf
Ewsfing 2-24" Cone. _ o =
Culverts. Inv. e% 52.1 / ° - - — - - - - - - - - - - - - I Q j Remove Lt�kt Base
Construct Mew [ight Bose
/ - 5'Utility S' I 1k I And Junction Box At South edge
j Easement Of Excavaiion Area. Match existir/y
53'0"� aocTtern, GirxovPPav
Open Ditch %4 stondarn' P/aii6 Joo� 7oiy; .70/5'
p ,¢•,coca. • =:�
20'x 30'Utilwy SAN ?A 2Y 70'iR.0.W,
Easement 99611_1 .e Q
swP- r0o -;?(:&3
20 C/ 3 /is /q} PuW W.
CONSTRUCTION NOTES:
I. CantraCtar To Field Verlly Locortzoz7 And lnverfs
Of Exishnq Pipes Prior To Laying Of Popes COMM.. #1)
2. Materials And Workmanship Shalt Conform To City Of
Penton 5/a170aids-
3 Restore Surface To Match Exi5hnq.
4, Transfer Of Flow And Plugginy Of The Existiny
Pipes Shall Be Performed Affer The Pees Are Accepteo_
5 Elevations Are fused Upon Cify Of Renton Da>`um_
Ca rntracfcv To Verify Priar To Beyinning Coizsfracfian.
G. Contractor Shall Be Responsible To Maintain All Ulflilres
Affected By 7hre (fol'istruclion. Any Oaanage To
Any Of The UtillIles Shall Be Restored, Repaired Or
Replaced At The Expense Of The Coalwctor And To
The Satisfaction O/ )fie Cafy And The Respective Utihfy
Company. All Utilities Are Shouter /n Their APuRoximate
Locations. COnAwctar To Field Verify Actual Locations
7 The Engineer Has Reviewed And Concur U111h Tiie Hydro-
logic And Hydraulic Analysts As Shouts /n The Techmeal
lnlbrrtx�fion Recert Dated January 1992 By The Cify
Of Renton.
8 The Construction Activates will Involve Approx.450CY.
of Excavation Material
q, The Contractor SAW // Submit to The Engineer For
Appro:ml. The Trench Sho1-11V Detoa/s Dior 7b Conti
The Desiyri of Such $horarnq Sho // Be Stomped
By L eertsed ,5truCtur01 En[ylneel-
/0 When Pequiied 8y The City `or Anyy &"s1k_c ion
AclTm,'es Witham The Street tight of May. The
Lontrocior Shall Suhrnit- o TroFfic Confro/ Plon.
For City's Aopmvo/ Prior to Conslrucflorn.
it. The Contractor Shall Be ResP01291,61e To Reinstall )9_0Perfy
Corners As Shown Ex1s1'1hq. All Reference Ties And
Permanent Settings Shol/ Be Performed By Licensed Surveyor
12. A 5 Foot Wide Pedestrian Nloikruoy Shall Be Maintained
To Access So. Properly Ai'All Tiines Belareen CB. *1 E C „8, #2-
N, EXISTIAIG DRIVEWAY EASEMEAIT. A ZO Foot Wide
Driveway Easement Exists Along The E7// ;e South Property
Line O' The Jet Vista Apts, (10 Feet North And 10 Feel South
Of The Property Line). King County RecordingG304340
And #6314403.
14. -Any Sideseu/er Damoge By The Construction Activrlies,
Shall Be Repaired And Reconstructed To Ci/ys Stanceird.
{PVC Material Shall Se Used) - Temporary Service Might
Be ReBuired T Provide Continuous Service_
GENERAL NOTES; (FOr Catch Basins)
l In Unlmp, -O-d Areas; Calch Basin To Extend AlW1,77um 6 "Arn'
Maximum /B "Above Fin /shed Grade. 117 Paved Area, Cover
Must Slace /n A!/ Directions To klatch Paving.
2. Cdlch Basin Ring Anci Cover To Be 24 Clear O,oesiiny, EQual To
Olyrnoac Foundry Co, No.5822 Wifh Solid Lid Except For
One %8 "Diameter Lift Hole 8 "From Cen %r Cover Shall
Have Word1i79, Drain " For Storm Drain. Cotch Basin Located
W /thlh Easement Shall (love Bolt Down (Locking Lio') Rang
And Cover Epol To Olympic Foundry No. 5943 WS -L .
3 All Cakh.Bosin Joints Use A Confined Round.Ru6ber Gaskel
Meeting AST” 0-443 Specifications,
4. All Pipe .Through 4atch Basin Wall Shall have 'VRing Rubber
Gasket
In A Catch Basin Coupling C'ol,6rtnang To ASrM C -470
Specifications, Johns - Manville o,- Epua /. For Connection
To Existiny Catch Basin, lie C17146 Basin [Nall Sho11 Be Core -
Orilled. A Conim% Type Flexible Seal E9ual To kb,-A/-Sea/
Shall Be /nsirnlled.
5. Precast Concrete hems Moy Be Suap/ied By The Follounny :
A53aCiated Sand And Gravel
Everett ConCrefe Product`s
Toc.G/n C017crete Prpe, /ne,
Pacifrc International Pipe E` Engineering, Inc.
NOTES
t Precast Sections Shall Conform To Section 7 -05 Of 1991
Standard SpeGJ cations For Rood, Bridge And Munic600l
- CQnSTrvCR017 Of Wash. Sfa /e D.O,T. And Wash. Chapter APWfI,
CHECKED FOR COMPLIANCE 2. All 5ection Riser Joints Shall Be A Rubber Gasket Type
TO CITY STANDARDS Confarmrng With ASTM C -443. Details of Joints
Date ! -.5 Shall Fie Submitted To The Engineer For Aaoorval Prior
_ ?Aa.9 To Fabrication,
Date 3
Date L/ 1,
�y�OF WASH(,y `j ��� 600 -100TH AVE. N.E. BELLEVUE, WA. 98004
4� LTO (206) 455 -3555
AW1151olV By D.G.
� ta667 �,�� 2 A5 -Bu`!f Cand,'tPons Sharon .5'.LL a9 -23-93
cisTeR` ♦ 30 A5- fi ic: CONOn"!oN$
SS �.
rG L NO. REVISION BY APPR. DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
JET V1STA APT. STORM SYSTEM
REPLACEMENT
DESIGNED ETC. DATE 2.12. � 93 FILE NO. 15159
RAWN ✓, T C
rZ: `ZO
HECKED SCALE y -r. _ �,' le�o eoolc_vwe�
PPROVED SHEET 1 OF 2
I I I i I AI I I I T I I t o I a i I I I I j I 1 1 IT l i i i 1 i
1Q 17 1G 1F7 1/ 17 17 11 in C] 4 '7 r- NAlrlrnnnrnv I r` ,-, n r, I - - -
,I�
\ 3/4' DIA. SMOOTH +5'
45 °Bead >Q` Standc'rd Frame BARS EQUALLY SPACED I5' (TYP.) SEE NOTE I.
Ouerf /otr Screen 5 =0" / 4ce o -T qnd Coves ; Exis>inq Grade (4• D.C. MAX.)
See Detai/ 5, This Sh /. k . ° Fv j LAMPS PLACES
�sx sx EVENLY Y SPACED D SEE DETAIL f
L__ A A BLOW. SMOOTH J
Top Of 5/-Pe VERTICAL -
/ L _j BAPS -
96'� Manhole
_ Offset Cone HOOK CLAMP C.B RISER
IIII u PLAN VIEW ANCHORED
CIO r Y 2 AC To Mathh % \� 48 � " NO SCALE /I TO C.B. RISER
m Exist. Driveuoy�\ PROVIDE MAINT. ACCESS BY WELDING C4>
\ CROSS BARS TO (4) VERT ?CAL BARS AS
Precast 96'ps
" SHOWN. HINGE UPPER ENDS WITH .FLANGES /BOLT DETAIL HOOK CLAMP
�\ Concrete M. H.
\� t AND PROVIDE LOCKING MECHANISM (WITH
L Q\ ( u PADOCK) ON LOWER END. LOCATE LADDER NO SCALE
STEPS DIRECTLY BELOW.
— — u — — — LOWER STEEL BAND 3/4' THICK X 4' WIDE LONG SMOOTH BARS
Debris Barrier 3/4' THICK X 4' WIDE <I WELDED TO UPPER AND LOWER BANDS
See Defai/ 4 �— - u- - - -- —�- FORMED TO FIT IN I (24 BARS EVENLY SPACED SEE NOTE 1.)
This $hf ° �' 12" 12" \ GROVE OF C.B- RISER.
/ \ — — — — — -- -- -- —% NOTES:
BaCkfj%/ E ti 1. Dimensions are For installation on 54'
dia, L. B. f or different cliQ L.B. 's
adjust
>a Compact fro UPPER. STEEL BAND
dimensions to maintain 457 angle on
o ) 3/4' X 4' WIDE 'vertical' bars and 7' O.C. Mnx. spacing
/ 60' Drop M.H. Compacted OF bars around lower steel band.
SECTION A-A 2. Metal arts: corrosion resistant, steel
WI24 "Sump Subyrade p
Be%ai /n Vert parts bras bzed
Gabion Wa //� // Existing 48'p1 TYPE 2 CB I SEE NOTE i. 3. This debris barrier is also recommended culverts with For use on the inlet e sal for y debris
See DetaiY 2 SO& Or- Gra5S / collection (except ono Type l2fstreams).
This Shf Seeding
DETAIL 3 STD. GAL V.
STEPS
Scale: N15. - OVERFLOW STRUCTURE
Si/t Fence 42'pS C
DETAI L SECTION A -A
Scdle = N.T. S. — _ NO SCALE
DETAIL 5
>g" 044 Bar co f6, .C. E.W. Scale : N.T. S.
SECTION B- B 24 "Min.
0.75° DIA. FRAME Z-4-95 Q 3t, Bedding Grave/
1 Z Compacted
ANCHOR 2 FRAME & GMUD COVER
Fi//er Rock To 3e 4' /n Form STRIP � 10 SEE NOTES BELOW
S ze Fincfured Rock - A/o Existing Ground' - (FOR
ADJUSTMENT SECTION Founohfian Grave/
Rock From Back fiver �I3- E /eV. 61 -'G °y f FZeQuired
--- VIEW "A" a
T.o.ca: E� s9 -o" _ ORD /NARY PIPE BEDD/A/G
i.E. Vii" 1 6„ FOR 6" E LARGER PIPES
— — —_— — — P/o SCa /e
— l
Ir MIN. C'B. D'a VARIES TYPICAL TRENCH DETAIL 7
4 EA. 0.25 "x 2 "x 5" STRIPS SEE TABLE
WELD TO 0.75" DIA. FRAM_ E , I i Exis/in9 As/� /�a /t
„ L _ — — J SPACE UNIFORMLY I I MAX. PIPE SIZE MAY BE LIMITED f aVe/TJCnf
Ex. /. E. 52- 7 I I BY PIPE CONFIGURATION 2'O" 2101,
0.5" GALV - -. -- OR i I
NON- CORROSIVE 3' SPACING ;
Gabion, 9 %2 x 3' B
BOLTS AND NUTS
Length By Confractor'3 Choice_ 0
0.25 "x 2•'x 5"
Gabion As Manufactured By S
STRIPS
Maccaferri Gabion5 Inc,
0.75" DIA. A
DETAIL SECTION 2 F
A•
C.B. DIA. MAX. KNOCKOUT OR CUTOUT HOLE SIZE
46' 21'
544 36'
60' } 42'
9s' 6Or
SocU
Cut ARTERIAL STREET MINIMUMS
Stole: N.T.S. 0.75" DIA. 7- I Aipg Trench 3' C /ass "B °,4.C,
T� h- G MIN 1 4" A TS
45 CAST IN PLACE BASE
FLOW ® OR PRE-CAST BASE
LAP JDI/VT FOR 6" Crushed .flock
ENDS TO BE -.°
WELDED TO TAYLOR- 4 V51 /_UE Must Match Existing
0.75'• DIA. NOTES:
FRAME (Pr Ci /y OfRen/an Defai% FOOS) Thickness If Greafer
END VIEW 1. FOR CATCH BASIN MATERIAL SPECS. SEE STANDARD SPECIFICATIONS.
2. ALL TYPE II CATCH BASIN EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. SEE DETAIL 3.6.5. DETAIL
8
ALL STEEL PARTS MUST BE 3. ALL TYPE II CATCH BASIN NOT IN PAVED AREAS SHALL BE EQUIPPED WITH SOLID LOCKING LID AND
ALT SHALL NOT FUNCTION AS CATCH BASIN. OLYMPIC FOUNDRY #SM60 SOLID D/T OR EQUAL (SEE DETAIL 3.6.6). Scale.
GALVANIZED AND ASPHALT N.T. S,
4. CATCH BASIN SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED).
COATED (TREATMENT I OR
BETTER). CATCH BASIN CITY OF RENTON
T. H
DETAIL _j _ ZUQ DEPARTMENT OF PUBLIC WORKS
�q °Fw�
DETAIL 4 CHECKED FOR COMPLIANCE Scale N.T.S.' { JET VISTA APT. STORM SYSTEM
Scale: N.T. S,- TO CITY STANDARDS I ! �I IHNTS, (20.) 45U-355a AVE. N.E. UELLEVUE MA. YBOOe
J m ,Z °.) .,U_,,,a - .. - -_- REPLACEMENT --- DETAILS
Date n og�BecsTea� As Boiff S -LL M -23 -93 DESIGNED E. .C.
Date DG�� ° 3 /ZS /q3 TL�N REV1411 ��rQ� L" DATE' 2-f2-93
FILE NO.15959
DRAWN ,(/one
,J� SCALE F�E�o soakPnc�
Date I 3/ar/pS exa�zES sn �i 93 CHECKED
S �yP ®- LVr�,� NO. REVISION BY APPR. I DATE APPROVED SHEET Z OF_ 2
[A I I I I I AI I I I A l I l A I A I T I A
SocU
Cut ARTERIAL STREET MINIMUMS
Stole: N.T.S. 0.75" DIA. 7- I Aipg Trench 3' C /ass "B °,4.C,
T� h- G MIN 1 4" A TS
45 CAST IN PLACE BASE
FLOW ® OR PRE-CAST BASE
LAP JDI/VT FOR 6" Crushed .flock
ENDS TO BE -.°
WELDED TO TAYLOR- 4 V51 /_UE Must Match Existing
0.75'• DIA. NOTES:
FRAME (Pr Ci /y OfRen/an Defai% FOOS) Thickness If Greafer
END VIEW 1. FOR CATCH BASIN MATERIAL SPECS. SEE STANDARD SPECIFICATIONS.
2. ALL TYPE II CATCH BASIN EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. SEE DETAIL 3.6.5. DETAIL
8
ALL STEEL PARTS MUST BE 3. ALL TYPE II CATCH BASIN NOT IN PAVED AREAS SHALL BE EQUIPPED WITH SOLID LOCKING LID AND
ALT SHALL NOT FUNCTION AS CATCH BASIN. OLYMPIC FOUNDRY #SM60 SOLID D/T OR EQUAL (SEE DETAIL 3.6.6). Scale.
GALVANIZED AND ASPHALT N.T. S,
4. CATCH BASIN SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED).
COATED (TREATMENT I OR
BETTER). CATCH BASIN CITY OF RENTON
T. H
DETAIL _j _ ZUQ DEPARTMENT OF PUBLIC WORKS
�q °Fw�
DETAIL 4 CHECKED FOR COMPLIANCE Scale N.T.S.' { JET VISTA APT. STORM SYSTEM
Scale: N.T. S,- TO CITY STANDARDS I ! �I IHNTS, (20.) 45U-355a AVE. N.E. UELLEVUE MA. YBOOe
J m ,Z °.) .,U_,,,a - .. - -_- REPLACEMENT --- DETAILS
Date n og�BecsTea� As Boiff S -LL M -23 -93 DESIGNED E. .C.
Date DG�� ° 3 /ZS /q3 TL�N REV1411 ��rQ� L" DATE' 2-f2-93
FILE NO.15959
DRAWN ,(/one
,J� SCALE F�E�o soakPnc�
Date I 3/ar/pS exa�zES sn �i 93 CHECKED
S �yP ®- LVr�,� NO. REVISION BY APPR. I DATE APPROVED SHEET Z OF_ 2
[A I I I I I AI I I I A l I l A I A I T I A
T. H
DETAIL _j _ ZUQ DEPARTMENT OF PUBLIC WORKS
�q °Fw�
DETAIL 4 CHECKED FOR COMPLIANCE Scale N.T.S.' { JET VISTA APT. STORM SYSTEM
Scale: N.T. S,- TO CITY STANDARDS I ! �I IHNTS, (20.) 45U-355a AVE. N.E. UELLEVUE MA. YBOOe
J m ,Z °.) .,U_,,,a - .. - -_- REPLACEMENT --- DETAILS
Date n og�BecsTea� As Boiff S -LL M -23 -93 DESIGNED E. .C.
Date DG�� ° 3 /ZS /q3 TL�N REV1411 ��rQ� L" DATE' 2-f2-93
FILE NO.15959
DRAWN ,(/one
,J� SCALE F�E�o soakPnc�
Date I 3/ar/pS exa�zES sn �i 93 CHECKED
S �yP ®- LVr�,� NO. REVISION BY APPR. I DATE APPROVED SHEET Z OF_ 2
[A I I I I I AI I I I A l I l A I A I T I A