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HomeMy WebLinkAboutR-375215RTT QRCH9GNT "No . BAR.. Aert 17.00hur RECTANGULAR ADJUSTMENT BEC710H NiBM EACH Cp9NER 1B•MIN 0 BAR Door sEENOTE1 NOTES I. AS aosPIAhe alternatives to the Toler shwAn In me PRECAST BASE SECTION. Them (placed gemming to the 8bream SpecilBe/ms), or rte mesh havlrg a m mmumame of 0.12 me. mores per foot shat be used oft the minnam, re0ul¢d moarshow,, In the ALTERNATfvE PRECAST BASE SECTION. Witetti%M1shallnotbeplaaedii Ute" knackers. 2 The knoWOar tllamgtershal not be greater than 20'. Krtobkoutssitul have ayslthidcnesso(?"mmrcnum lo.2.5'maximum Provide.1.5' minimum MAP hemaon the knectuad wall and Me medics tithe pips. After the pipe is Irhal sd, BI the gap DAM Iclm mortar In eocpriames ssth Standard SpedLamTW4.3. 3. The maximum depth mor the finished gratia la Me bwest pipe lived shelf be 5, 4. The Page atm gmto mast be lnSWISS)g fth the lenge dawn. 5.. The Precast Be. Zedon may haw .Rammed Auer, arm the walla my beEiJ(Nd at a me of 1:24 or Simper. 4- The opening shalt be measured at the top of Ne precast base asoofm., 7. N pickup holes Shall be grouted tell MINT me begin has been placed; 8. Al made rings agocoatigs shot he setts mere[ In ecomance With Stantrand Specification g .3. PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT MARCH 2008 NT Catch Basin Type I Y NAUETEN5MO0iN _ BNi5 E4UAtLYSPACEn u'o.G uaxr At Lowen STEEL eANo t.a•wloE PORNE6ro nTONcaoKE OFG&RNFR MT$ PRECAST RASE SECTION HCOKCLMP LNEHOV D - roCaEISER DET/UL MOOM: CL Wle NT$ a urns FtAw.s."vclr pdccrtsnealrty Edaw JA rte a Haul amro"ccuc ur,.aa ya .m.ms ➢Jtlf�tNrs stvnT. 1.64n ===o, BW rale mem balxro, mttn,�mkm w.+pd, o" Locacercps ahmfy aw». STANDARD OALVANIZEA STF.Ran"ODER NOTES: t, pNlenslons are rmlN�uvadm on 5a• dametm C& Fmdlerentdametm Cas adiug to mahLln 45°wglNon 'ventral' bare cam T' ac. maximum seating dbars aravKJ Iwur stag turd 2 MSW parts. must be mrimlCn redaWn6 atetl bars mua(be eslveriiedlM ux Ofsted b Ixder. 1 T� deMk bsmerla Mina recanmended /muse m mit k4et b maguey aces4xlvenswan High pdendg brdebds mBectbn IexevPr on type 2 stremrsl a. Tr4s debris berderls rw use outskln of maxi nehb(+vey oHy- IrordaWlscaSesw111tinn�il noM'aYway PUBLIC WORKS OVERFLOW STRUCTURE SPD. PLAN - 234.20 DEPARTMENT MARCH 2008 NTS Overflow Structure �.. G1TCN 6ASW FRAM£ANO VPNED QWITEIDETARXN.[Oj. . m RECTN+QUVR9DJU9TMENTSECt4'Mt 6_, Ofl GRCUNP APIUbRnExTSEtikk! --^-•� 6FWi. iYPILAl IaEE NOTE `vk a F "i :'. FLAT9LPa TOP x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M STANDARD OALVANIZEA STF.Ran"ODER NOTES: t, pNlenslons are rmlN�uvadm on 5a• dametm C& Fmdlerentdametm Cas adiug to mahLln 45°wglNon 'ventral' bare cam T' ac. maximum seating dbars aravKJ Iwur stag turd 2 MSW parts. must be mrimlCn redaWn6 atetl bars mua(be eslveriiedlM ux Ofsted b Ixder. 1 T� deMk bsmerla Mina recanmended /muse m mit k4et b maguey aces4xlvenswan High pdendg brdebds mBectbn IexevPr on type 2 stremrsl a. Tr4s debris berderls rw use outskln of maxi nehb(+vey oHy- IrordaWlscaSesw111tinn�il noM'aYway PUBLIC WORKS OVERFLOW STRUCTURE SPD. PLAN - 234.20 DEPARTMENT MARCH 2008 NTS Overflow Structure �.. G1TCN 6ASW FRAM£ANO VPNED QWITEIDETARXN.[Oj. . m RECTN+QUVR9DJU9TMENTSECt4'Mt 6_, Ofl GRCUNP APIUbRnExTSEtikk! --^-•� 6FWi. iYPILAl IaEE NOTE `vk a F "i :'. FLAT9LPa TOP x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M x' / VCRTARRVP4 WfEGnALe45E PRErJ$T wpH R�FR CATON BASIN DIMENSIONS CATCHAfAXpAM, u1swuA BASE RnNFORCIEt49TEEt OVBASIN WAIJ_ SASEJAETER THREE E95 THICKNESS KNOCKOUT Oler EESun Ia=III. N PACHMRECTKAV KNOCKOUTS SEPARATEDASF. WTEGRALAASE 4e• a' 6' D' me 0.15 S,. AS gn� O.fO 8' 30' Meo" IT 0'+TIT IT 0.20g6• 6' rT 8i• 1T o3d NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M NOTES 1. No Stage am recoiled. when height is W or less. z: The began of the precast catch begin may be gipped tofarliftate cleaning. a: The reclangular from and grate must be Installed with Me flange down. The fram. may be Vast Into the adjustment section a. Knockouts shall have a Wal "CkneaS of 2' minimum to 25'mavwrrL Provide a 1.5' minimum gap beM+nen Ule kfrockwt wal and the ouNlde of mepleo. Agar the plea Is Instoled, III the gap wIh joint mortar In aPwmamd Mth Standard Spedflcalori 9-04.3; '- AN grade rings risers and castle s shall the Mot In mortar In eccommuco sgai PIPE ALLOWANCES LATCH PIPE M1tA7ER1AL NTlH ANflFtUlA Ii516EGNAE?ER. SABINGam PRORtE Menotak mhonae Z CRSBPO 5WALL w L Pvcq Fvc -: 4' 24' Sp• 9r• 2T W. 5.• as 9a' IT it W AT 36• W E' 46• 52' IT C'F 54• 6T 3W 01 ec• sW m W aft• 4e 90- W m w ass Ka' 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M 9poGnuya4V"ARP' .Slam6 .Pjursu`9[fr..BeSHl1 Standard Speritmilon 0.04.3 - Pj4SW.. Sees.9LRt2117i 0000 4ste.sP.�:so��m�3) 402. PUBLIC WORKS CATCH BASIN TYPE 2 SCD. PIAN - 201.00 DEPARTMENT MARCH 2008 FINISHED GRADE PLASTIC VALVE BOX SET FLUSH W/ FINISHED 0 GRAVEL W/ 8" DIA LID LANDSCAPE GRADE WALKWAY FINISHED GRADE- Y I_ 18" _I THREADED CAF 0 PAVING A , 1 _ :�/i✓<:�iiV'/ �i1%if W�'/�1G NTS Catch Basin Type I Pian gene CONC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45' (1/8) BEND /2 1/B BEND 1 D° 2 9 5/8" RAISED LETTERS-�.-----_. SD'O-STORM DIA PER PLAN SSCO-SANITARY a° DCO IN LANDSCAPE AREAS 1/8a RAISED L217 8 1/T WIDE 7 3 4" / " BORDER 8" 15° W/ CONCRETE RING ---�m PLUG SHALL BE EIZ:Its SEALED IN SAME NOTE: -- ----------Ty MANNER AS MAIN SEWER JOINTS 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS WYE OR 1/8 BEND r Storm Drain Cleanout DetaiNIS ls J 4 d -�` u,{A 4��p�,� lFjdr P'AP4: wgarp raxna �]Yi9PL Ile ,aneT»ulHre IMDcFYCfi DNe I 5e69N MAA cnreWen '"'""""f"fSY6Ga. mNA'% ,_-....1.. "'OTA- WTI 'enildm IMM y bc4eWdE ha _'i MaY=n Are r, MMM A 4 M -T1.0, on0n©, S d mve2T*l.p A. Metal and Carom atc D a Plp Bouidli s for Flexible PI. " Vlaelble eme NOTES, I � PwIdo drIM", sopMAH t&dar bnrrel%. ?, Hand tampndar hermcbes.3, Cummeinoiding Tru'j.1IVSB%>�dawlty; dl-gly ;rt Cee, plea° hand D me only„ ovmlmmh'. 4, San and Inmanatlan of Tmnw 1, s�Jby rmanw PPs �ogrodon W Me stanrio d WSDOTtAPWA mnwNap Specifications Sar tlotkh Width W. andtretzhlng _�ES da Mn. options.. T19e pIRe TOry9 WAba lBa acPNl tt&rrcH WlClh. tesx4u rc. ittn+rrinktjum mrwratawkxh shall he t dm a,g 'aa.+wcnkn cats.. cpxNal 5 Trercln lu^-kAll shall mn<orr W'Ssekfllling Seew, Trenches In The eadtary SERIES seelon ofuNe WSCOTAPWA 6Sunderd3 PgryGa•Inp4. ennam that mc[ssTor IGmps IarBar ran I' per •col of plea dlaniefer B. PIw- Arch itahllollon shall rot be used. In Mebeckfill masafal. h, Seo "Bedding Mst4+lal for Flexlec Pipe In segragates .Moor of me WSCOTlAFWA Marded) mo ticiakms for the material s{wclflwtlons. Rlgldf9Pe NOTES; I Plpe'rdmpectMn limits Shruen onmD plan Rre for pipe. wni.Wahon In an AmbaP-kmem. F6ipMecn54urlm. In fl 6enrA, hta tvotMontel IUilts .(lea Plpe ccnki2ctlan zarreshall to the wallsaF uta bex'r. ?. TleMlel one aluminum plpo and pbbamnes stuilltb Commedin g,Withnce'wdPo Tomone 3 CmxielIn accordance cordnlle DO resign A. nt stlall the B>x2flRmanorialy'mavin05' eratt 1, a°+d Insmlhg In Be, Pia nmwith daskJR A. ramPac4b m95%mmlmum detWty; < be Ins to pipe,n design a@tularrel nt.,ahall Method R or C canpactlon ViSCOTIAPWAI be I. Is equfladal l Do docNu A, s CO. Is equal!o the autsldomlartrcler v'a Plpow he atandmtBPedMs'.Ie4s.} awaltlespen Wplp>arcb7tudlmm+slomah�mm O.D. calm 7 maidmunsflRll the O.D, unAl O,D, equals • t'-i!`tos diameters 52`a+aa0h a2"and opens dima¢'x 5'0'. 7-W fur dlametersweanutmand7".and sterns grouter Stan 55", STD; PLAN -- 220.00 PUBISC WORKS PIPE COMPACTION . DEPARTMENT DESIGN AND BACKFILL MARCH 2008 T95.4 nnf 5.3T:13GmN I I� r.18' IS�mA �l NTS 6ACO Trench Drain iz Mlle. dlBt. Plpo Slzo between barrels circular Pips 12" to Z4" 42" wno,. WEE, CMP 30" to 96* dlsim.72 idlametGrJ 502" to-, 80` A8" pipe-amh 18"to 3G". i2". metal only 48'So 192' Mean f.3 (span) 198" to 599^ 4$". NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M NTS Pipe Bedding R-315215 Approved By: Date: s•2. Approved By: Date: 1 l Approved By: Date: Approved By: Date: ARCHITECTS THA CONSULTANT couGHL iN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 0 PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL Q3 PERMIT RESUBMITTAL Renton WA ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE DRAINAGE DETAILS SHEET NUMBER C-310 C➢ � Z ■ I m m ID I I I� o ® o D 3 � � Z PS � r9Z L 2 ^Z � N DATE 5/19/14 7/11/14 9/9/14 Renton Highlands Library 3 mEV ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M ay I � p L oz I1` ° IIIA^ p O t ^{ I I p a N I I N 0 n M