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Home My WebLink AboutT-374108ILIJ 0 CL Q1 cQ LLJ Z to O N E-) C�k Qk C:) .CK CD 00 00 T_ in 0 1.0 tn (ZI 'LANE LINE MARKING 3'� MIN. 7 STANDARD VEHICLE WHEEL PATH 3 MIN. MIN, ---.ACP CLASS* ti N M I N 6" CRUSHED SURFACING TOP 2" CLASS 'S' COURSE EDGE OF PAVEMENT, 2 SA CUT AND REMOVE OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4-OOOW OR CENTER OF LANE LINE -------- 2,5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CIP CLALCS 'E' '60 SHALL BE STP-ET- PRANCIPA LCTOR ARTERIAt, INDUSTRIAL L/MINOP/COLIE *MlNtk4UM A' ACCESS STREETS 6" ACP CLASS 'E' or 'B1. RESIDENTIAL ACCESS, STREETS 2" ACP CLASS 'E' or '8', N07E UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED U,ciINC, AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND DVERLAY DETERMINING PAVEMENT THICKNESS, FOR FLEXIBLE PAVEMENT ADOPTED arY DF PIWDN STANDAM FLAMS LST DAM, 02/05 tri /2004tMIOM00111M k0tt$ I - REIVIS ON I BY pig DWG. NAME. H032 SP PAGE: I DATE 4 I V211 Alternative reinforcing designs are acceptable in lieu of the rib design. rI 2 3, Refer to Standard Specification gmO5.15(2) for additional - ------------ requirements 4. For Frame details. see City of Renton A Standard Plan 204,00, a 1112, 61A~41 HAN[ '1C WORKS [atPT BL 'PAHTMENT RECTAN ii1i.AR SOLID M TA& CIOWK • Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fox (206) 6222-81,30 SM. PLAN 204.10 1/4 SECTION NW 32 TOWW 0 11111111% After Oft A LSftP= Iftlim 4 : I _`f- -------- - A 7N J 7 Mil� r�, R`1C �ILINiE l t, IIEE R F !_�iFE E,�! THL EN -1. T --- F:-,;`:, TI 1_'1�)N( R'� H.- 7 14, "Al -I Y PA VF Mi' T - - -------- 1- 7 ------ - - - - ----------------- I - I-!' _,X'41- 5"_:PE! of B A F �1�, E N! T U_, ----------- L -- - ------ ------------ --- - ---- MINI - --------- V 6: TE I= `7 D SSU R. FACTI N '_P C_:_ LIF" -Z E By, Tri_ ENG1 t,°i ri j _1'4 _PL T c C 14-': LT' J L 'T, E -ACE)vI _�rr _! [ L- 1 F Al-, T, F F U I I.M.11, I- wi )r, 'J 1�d 1 r. 4 T E RT E T� C F 7 -ELF:1 _'L� :_1F J,%.! 4 I. : R F�, J TYPICA-T� PATCH FOR RD7,11) PAVF',W"eNT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED MY OF RENrON �-"I!ANDARD PLANS ----- ----------- --- - -- 1Zr DATE: - ----- - ----- - - --------- - - - ------ ............. ................ ---i T_ r 1 11 _C1 t, n L w) of X xx Vx t. ;!THIS of PjCA?, 5.7,[t.. mi-. bii�[ fill fc,r A. 11111111MM a" Coacireft 1111111" man n W t.0 11 MW 7" Fr,/ ZZ iomrksof PW " , ---------- --------- 11-15-5 risa �tlo - _111► _41 - f-pw'!tioEmm M mn mm �_:i frx Z*�, LW a. P*o - Arch Indilts-amillillim RigO Pipe NOTES= 1- pe carijiuclian hirnits5hown on thiii plan are for pipe construction i P, an embankment- For pipe constructon a trench, Itio NwIzorital limits of tt* pipe cornpaGloon zone shal be the walls of the trench. 2- Ail steel and aluminum pipe arid pipe-arctift sha-I be Mstalilp-d in artfartitan th design A 3- Concrete p1pe with elliptical reinforcement shall be mstaked in acc*rdance with des-ign A. 4- Concrete pipe, plain or with c ftiutirrei�rtforcernent, shelf be iilstaWdwith design A. 5 0 U is equal to 9* outs,deduarrTeler of a pipe or the outside swan of pipe -arch, The dimensions stwmn as 0.0. wilt 3maximutm shall be 0.D_ unfol 0.IDr e;.�ttaJS 3 ; at which point .3- shall be used, 1'fot diaryieters 12" throw h 4X and spans throLqh may, 2'-0' for d am.eterr. greater t1w 42' and spans greater than 150 . VV [sker) "aw 4) Intra CE pipe Zonk _.r ... ..r _ .." ' , / _, 1 pir,p Z �r& 0il 27'r I _n. ai'd LjroL A 4' 6, min., pvw `7"t r; Bedding fw Flexiblo 1114m Flexible Pipe NOTE 1. Provide uniform support under barrels, 2, Hand tamp under haunches. 3. Compact bedding ryiateriW to 954x; max. density dirKuy over pipe, hand tamp only. A. See 'EKcavaticin and preparation of Trench" in sanivary Wwars section of ft slandard WSDOTIAPWA specifications for trench wkith NW and trenching -to will be the actual trench width- options- The pipe zor The mi4murr. oDcicrate width "lir be I I: Com- - 18'. 5, Trench baCkI`14 shall Gonfortri losaaflilling Sewer Trendws' I r; the sanitary sewers secition- of the WSDOVAPWA standard; spWficativ-is, except ilia' rocs or lumps larger than 1' per foot of pike diameter steal I FOD1 be used In the bacWill ri-iaWial, 6. See -deciding Materiat for FexiblePipe" in aggrz ates sectiort of (tie WSOOTIAPWA slanclaro speclAwtions for the materiail specifical.3ons. sackfill material placed in 0,6 iarypi-, and compacted to 95% max.mum diinsity. Method 8 or C cwipactlon (WSD0TiAPWA standard I Pipe Er �t?�,'j J,-,f_q -.j 'J! d d, 1 i I Girr,::uiar pipe12t' wnc., LCPE, GMP (diameter) 2' to 24' t' 30* to 96" diarn, 12 102" to IN" 48" pipe - arch metal only (span) 18" to 36" -- -------------------------------------------------------------- ---------------------------------------------------------- ------------------ ------------------------------------------------------------------------------------------------- span 13 ®r-.111 o,f-h Fj��_ 481, t 19 Specificatitar3 .3_ 84"• F) 4' Ir t 5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with Standard Spel�ftShOn 9-04.3- 77' •121 X :1 n 7 n Ib o s e, ---z J Ye.- 04* t Ir `J 12 1 e G.29 J,1 eyi, re 5C_i,]Fe fef D, F ML C_, E D P01 i ee d e Y1V DOn' n e ed e 17* r. 4 T E RT E T� C F 7 -ELF:1 _'L� :_1F J,%.! 4 I. : R F�, J TYPICA-T� PATCH FOR RD7,11) PAVF',W"eNT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED MY OF RENrON �-"I!ANDARD PLANS ----- ----------- --- - -- 1Zr DATE: - ----- - ----- - - --------- - - - ------ ............. ................ ---i T_ r 1 11 _C1 t, n L w) of X xx Vx t. ;!THIS of PjCA?, 5.7,[t.. mi-. bii�[ fill fc,r A. 11111111MM a" Coacireft 1111111" man n W t.0 11 MW 7" Fr,/ ZZ iomrksof PW " , ---------- --------- 11-15-5 risa �tlo - _111► _41 - f-pw'!tioEmm M mn mm �_:i frx Z*�, LW a. P*o - Arch Indilts-amillillim RigO Pipe NOTES= 1- pe carijiuclian hirnits5hown on thiii plan are for pipe construction i P, an embankment- For pipe constructon a trench, Itio NwIzorital limits of tt* pipe cornpaGloon zone shal be the walls of the trench. 2- Ail steel and aluminum pipe arid pipe-arctift sha-I be Mstalilp-d in artfartitan th design A 3- Concrete p1pe with elliptical reinforcement shall be mstaked in acc*rdance with des-ign A. 4- Concrete pipe, plain or with c ftiutirrei�rtforcernent, shelf be iilstaWdwith design A. 5 0 U is equal to 9* outs,deduarrTeler of a pipe or the outside swan of pipe -arch, The dimensions stwmn as 0.0. wilt 3maximutm shall be 0.D_ unfol 0.IDr e;.�ttaJS 3 ; at which point .3- shall be used, 1'fot diaryieters 12" throw h 4X and spans throLqh may, 2'-0' for d am.eterr. greater t1w 42' and spans greater than 150 . VV [sker) "aw 4) Intra CE pipe Zonk _.r ... ..r _ .." ' , / _, 1 pir,p Z �r& 0il 27'r I _n. ai'd LjroL A 4' 6, min., pvw `7"t r; Bedding fw Flexiblo 1114m Flexible Pipe NOTE 1. Provide uniform support under barrels, 2, Hand tamp under haunches. 3. Compact bedding ryiateriW to 954x; max. density dirKuy over pipe, hand tamp only. A. See 'EKcavaticin and preparation of Trench" in sanivary Wwars section of ft slandard WSDOTIAPWA specifications for trench wkith NW and trenching -to will be the actual trench width- options- The pipe zor The mi4murr. oDcicrate width "lir be I I: Com- - 18'. 5, Trench baCkI`14 shall Gonfortri losaaflilling Sewer Trendws' I r; the sanitary sewers secition- of the WSDOVAPWA standard; spWficativ-is, except ilia' rocs or lumps larger than 1' per foot of pike diameter steal I FOD1 be used In the bacWill ri-iaWial, 6. See -deciding Materiat for FexiblePipe" in aggrz ates sectiort of (tie WSOOTIAPWA slanclaro speclAwtions for the materiail specifical.3ons. sackfill material placed in 0,6 iarypi-, and compacted to 95% max.mum diinsity. Method 8 or C cwipactlon (WSD0TiAPWA standard I Pipe Size Min. (ftt. bet*%en banvis Girr,::uiar pipe12t' wnc., LCPE, GMP (diameter) 2' to 24' BASIN R. 1, ALL -ONCRE WALL WALL DIAMETER il, CPSS" &W 7 Al. 30* to 96" diarn, 12 102" to IN" 48" pipe - arch metal only (span) 18" to 36" 12" ------- - ---------- 43" tri 142" span 13 148" to 1W 481, WD. PLM 220.00 + PUBLIC WORKS FUM COIWACTUM + DEPARTMENT Daft" A"D "CKFILL MARCI-11 2008 NO. REVISION S CATCH BASIN FIRM* AND VANED GRATE (DETAIL, 204.00� HANDHOLD - RECTANWIR-AADJUSTMENT SECTION Oy OR CIRCULAIR ADJUSTMENT SECTICON - - -------------- - OUT, TYPICAL (SEE NOTE 5y 7 #L_ FLAT SLAB T()P Z 4r- t,4*� CC. Y14"UN 3E' MORTAR ITYP 71, Eq, J _--T7 M�IRIAR. F LLET n'r GRAVEL' MArtLL MR SEPARATE SA' INTEGRAL BASE r_A$TN-J71LACE PRECASIMTH RISER PROG I - . T ;i4aw"EL 6w_,�K.Itiu FOR F`01F Zuwr ItEnm4r, SEPARATE BASE CATCH BASIN DiNignsioNs rtE"M _T MIN ` CATCH BASIN DIAMETER WALL BASE MAXIMUM �KNOCKOLJT THICKNESS THICKNESS. THICSIZE DISTANCE BETWEEN KNocK,-xj1rs BASE REINF 0RCING STEEL m2 A, IN EACH DIREC70N __ --------------_-_-------- - ----- SEPARATE BASE INTEGRAi- BASE 2. The bottom of the precast catch basin :may be sloped to facHitete cle"N. BASIN R. 1, ALL -ONCRE WALL WALL DIAMETER il, CPSS" &W 7 Al. PVC PVC 8' 013 GAS 54' 4-5- 8" 42 4- 42 15 4. 4;.0 0,19 t 19 Specificatitar3 .3_ 84"• F) 4' 60- -,46' 4W 5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with Standard Spel�ftShOn 9-04.3- 77' •121 13td- Spec. s-05.12(9~7 ZSid. SPitc. 9-05A2(2)) 0,36 1 G.24 04* g. i 12 1 039 G.29 17* 84' 035 1129 OWTIM i PIPE ALLOWANICaS I No steps are required when height is 4' or less- I CATCH PIPE MATERIAL. WITH MAXIMUM INSIDE CRAMM.R ----------------- - -------------- - ---------- - 2. The bottom of the precast catch basin :may be sloped to facHitete cle"N. BASIN R. 1, ALL -ONCRE WALL WALL DIAMETER il, CPSS" &W 7 Al. PVC PVC 3 The rectangular frame and grate must be installedv#O the Range down, The frame be the Zd' 34 24' 1 2 ------------------- ----- - ------ I -------- - may cast Into ad�Iustrnerit section. r Knockouts shall have a wall thickness of 2"minimurn to 2.5' maxitnum. Provide 6 Er 4X Itr a 1. 5' minimum gap between Me knockout wall and the outside of the pipe. After 4- 42 15 4. 4;.0 the pipe is installed, Fill the gap WLith joint nwtar in acoordence with Standard ----------- ---------------- - ----------------------------- ------------ -------- ------- f Specificatitar3 .3_ 84"• F) 4' 60- -,46' 4W 5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with Standard Spel�ftShOn 9-04.3- PtAy ylene SI Pip- S C.OfftjIj-,iibad � eSturm SeWef (W. Spec. 0-05.20 � 13td- Spec. s-05.12(9~7 ZSid. SPitc. 9-05A2(2)) PL" 101.00 + PU1.31,R7 WORK CATCH EIA MI TYKE 2 DEPARTMENT Ili ARC14 2008 Voe fittiIIII't A -TI fZ �,prV� 5��f z.l �p3 � No33. fe. Hp32 No3�' UCP U14001164 TRIAD AS NOTED OF AGC SZ WA 41111111111 RENTON TAD I an RIM DA I ff MLI SZ NM Planning/Building/Public Works Dept. AGC . .......... .. .. . .. .. ..... . . .. .. .. ...... .... . .. .. .. . .. TOP NOTUS TNs frame' designed to aoftar -orriModate 20" 241 grates - covers 2 Provide two holes in the frame that are vertically aligned with t he grate or cover slots, Tap each hole to accept a 518" - I I NC x 2" alien head calp scraw. Location of bolt down Wes varies among different -4- I - ; manufacturers, -------- -------------------------------------------------------------------------- rrrrFFlI - 4 ------------ - - ------ --------------------------------- - ------ - ------------- - - - ------- ---- - -------- j- R*fer to Standard Specification 9-06.15(2) for add itio"I requirements. $WTI" RECESSED ALLEN HEAD CAF' SCRE WY I I NC x 2' -RATE 111111110111110TWC V"M % FRAME 7aka 1 2 112' NOLT4�11 WTAUL WrA& f a AL MLAit,14L." SM. PLAN -X04.00 F"J'13tilt' WORK:S RMT F"ME + DEPARTMENT MARCH 2008 CITY OF RENTON Approved by: Date: Approved by: Date: 8' �. Approved by: Date-, Approved by: Date: VANTAGE POINT APARTMENTS STREET IMPROVEMENT PLANS DETAILS cb;-f-'�� `flog 8-19-2014 POAL. C10.7 31 61 Z 0 M 0 0 C: < Z Z felZ