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Home My WebLink AboutD-208302,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