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HomeMy WebLinkAboutTED4003233.5a a 0 0 �o + a i ��.. w Fes- U 6 2 EXPANSION JOINT 5 112 C0 V) p - 0.02 FT./FT. n- 0.05 Fr./FT. 2 4 , 1 r -4• :• Ld LJ - -=f'r' -i CEMENT CONCRETE Q ` '' 1': ,'. SIDEWALK := ..'s,::..::.. • Yam_._. _ • . � :• t . } 0- LLJ A. •-�•-�•w` Y� ~•�•- y. 4K tom.. .tl: CD Z Z Cr W r� M W * NOTE: 4" CRUSHED ROCK BASE COURSE BENEATH CURB AND SIDEWALK o wcr- Q_ o CEMENT CONCRETE CURB & GUTTER cr � h� �- VERTICAL CURB , .� Q p Tnn nc rrNk1(1DCTc _ 111118 N 0 ASPHALT RAM P 1 - 03 Bar 2 - 13 Bar hoop 93 Bar each corner jl, '3 Bar each side e3 Bar each wo.y -- V. _ 30,, 12•• rC/ R I1C LANE UNE MARKING r8" STANDARD WWA.E MM PAT14 fir. r1 CP CLAP MIN. OR 'a CRUSHED SURFACM TE}P- CASE • €DGE OF PIAVE ENT ..._. -EDGE OF CURB & aJTTER, OR CENT OF 'LAW UNE �--- CRUSHED ROCK rLOWABLE FU OR' AS REOUREDI. BY ERGINEER `MiEVUUM ACP CLASS 'E' SHALL .BED "PRINaFAL/M1 /CdLLECTO- - RTERIAL STREVS ENE €NTH & DOUS'Tf�iAL ACCESS MEETS'— 6' ACP CLASS VOR . 8t (FOR -OVERLAY. � PAb'E�dEI�T QNLY} RESIDENTIAL ACCESS STREETS— - — 2' CLAtSS V OR `B` ADOPrED **NOTE.: UPON REQUEST OF ENGMEER, NEV ROADWAY PAVEMF-Nt SECTION MAY K DES[GNE©' USING AN APPf30VW MMOD FOR. 41 s=aodwa PbL%s E?ETERmin RA ENT rmck9tss.. DWC. - WQC-_ OWS f F R--M SP PiGa PMMI kit PAVEMENT PATCH NOTES: F r awe aid gr a t e (see Standard Pion 1:. It wire mesh is used as an aiternate to rebar, it Shoji for detoilst not be placed In knockouts. 2. The bottom of the precast base section shall. be it i n I xKiw 4" thick and may be rounded. 3. Knockouts may be on all four sides, either round or "0" sh pe. Pipe to be installed in factory supplied knockouts. Hole -size shelf be ec}',o 1 to pipe outer G " Riser Section d l oewter plus catch basin wall th i ck ness , 2 tJ�� MAX. 4. The storkfsuet depth from the finished grade to the pipe Invert Is 5"-0'. 5. The taper on the sides of the precast base section and riser section shall not exceed 4%. 6. Frowe and grate may be instalied wlih flange down or cast Into riser. .� 12 Riser Section ?-- Precast Base Sect I on (Measurement of the top 3"1 tflN of the base) N TYPE 1 CATCH BASIN E1fJSTIIsG AS=1HALT NEW C:UR13 Esc GUTTER / ?A)&EMENT ARTERIAL S RE=T L41NIM 3" GLASS 7R- A.C. 4- A_T•-H- 6" CRUSHED ROCK R1=SIDENTAL ST(REET b1il�tIMIJN 4" CLASS /Y nD C_ 6- CRUSHED R= CURB &GUTTER REPLACEMENT DETAIL l f:rcme and grate or ring a•ta cover NOTES x 1. Handholds in riser or od!'ustment section shall <z�- , t Riser or adjustment SeCTion have 3` WIN clearance. Steps In catch pas in _ , I she 1 i hour 6" YIfY c I e�crancc. No steps ore edhe Haro l ds r equi red wren '"5 ,•ref 4' or less. For details see S tardar d P i an it; st a 1 1 ak+eotts Catch lcts ; n .» .. s" . J• ' •: I Flat slob cover Octal ts' . 2. Precast bases steal I hQvt cutouts or Jknoctoats 2t3" X 24" or ( with a .all thickness of 2" MTN. Noll size t 24 ' flI A Steps ec►a t adder stw I I be equo I .-t4. p i pe outer. di owettr• p tus catch basin wall thickness. Maximum hole s t zs Is 36" for 4E" cotcn. bas iA.- 42 .for S4" catch basin. ana 4V for 60" catch basin. �• ! Minimum distant between holes is 6 . 48,.. S4„'or ��„ 3. Al t bost reInforcFrig stttI sho1I be pIaced I the top half of tine base. 1- MIN tlearcnce. 4. The bottom of the .pr eca t catch bas f n wcy be _ ` i t frame and grate wry/ be instol led with tiertge a dc%n or ccst Inro river. z 1 1 1 t I t t j t t 1 i I i ~' L s F •.� Reinforcing $t**f c •• tfor precast base with integral riser) Mortar fillet --. wi O.tS So IM/Fr in each dieWlan for 48" 0Is nr I 0.19 SO I W T in Earl► direction for S4" C I A 0.25 50 1K/FT in each direction for 6d CIA 4H" DIA-6" Y . _ • ' ::•, -� Precos.t base with integral risaw Ac 54 "' D I A• 9"' i A&BUILT 60"' DIA-f1" �6' ..r-' Gravel Ibacdkfitl fiat pia* bedding. 6" MIN coVdeted depth For precast /I 1 bases only. By n �// ltxl (C�Q1 • For seporctt cc3t in place Seocrate cast In place or seporote preCast base "0" Ring Reinforcing steel (tor separate Drib onty) 0.23 SO IN/FT in each direction for 411" UJA 0.19 50 IN/FT in each direction for 54" DIA 1 0.25 $0 In/FT in each direction for 60" CIA i'RECAST BASE 401WT DETAIL TYPE 2 CATCH BASIN R=323305 GARRY STRUTHERS.ASSOCIATES, INC. 3150 Richards Road, Suite 200Bellevue, WA 98005-4446 Phone: (425) 519-0300 Fax: (425) 519-0309 E-mail: gsaggsassoc-ine.com http://www.gsassoc-inc.com I)(I'M 03 07 06 SCANNO JUN 2 2 " .1