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HomeMy WebLinkAboutR-411015C C LL NTS Not Used NTS Not Used DocuSign ErtvOc3pe ID: 6EECF566-SC2A-4E4A-B436-A317AA63Be78 '- 4% 6', IT. CPR 24" ONE N3 BAR HOOP FOR 5' HEIGHT INCREMENT (SPADED EQUALLY). SEE NOTE I RECTANGULAR ADJUSTMENT SECTION Rs E3RR EACH CORNER l+3 BAR EACH SIDE iR& BAR EACH WAV PRECAST BASE SECTION 173 EAR HOOP #3 M EACH O[4FIE1 18 MIFF. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION URIPUBLIC WORKS DEPARTMENT Nkmov PIPE ALLOWANCES MAJIIMUTII PIPE MATERIAL INSIDE DIAMETER REINFORCED ORPLAEN 12, CONCRETE ALL METAL PIPE 157 CPSSP', ST13- SPEC- 9-05.0 72- SOLID WALL PVC, STD- SPEC. 9-05-i241 j 15 PROFILE WALL PVC, SPEC. 9-05,1?fZ) 157STO. camuGATf=D POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REEAR SHOWN IN THE PRECAST BABE SECTION, FIBERS IPLACE D IN ACCORDANCE WITH STAN LIA RD SPECIFICATION OR WIRE MESH IlAvmli A MINIMUM AREA OF CA 2 SQUARE INC HES PER FOOT SHALL BE USED W1T'H THE MINIMUM REOULRED RERAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NCT BE PLACED IN THE KNOCKOUTS AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVrNG A MhINIMUM AREA OF 0.12 SQUARE I INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE [TREATER THAN 2U'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2` MINIMMUM TO 2S` MA}(IMUM. PROVIDE A 1.5' MINI MUPA OAP BETWEEN THE KNOCKOUT WALL AND THE flLFTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAF WITH JOINT MORTAR rN ACCORDANCE VJIT14 STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT $HALL 15E 5 FEET 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1A-24V OR STEEPER. 5. THE OPENING SHALL 13E MEASURED AT THE TOP Of THE PRECAST 9A3E SECTION. 7, ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET t•1AS BEEN PLACED- USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-203R). 0. ALL GW05 RINGS AND CA571 NGS SHALL 9E SET IN MORTAR IN ACCORDANCE WITH STANDARD SPE.GIFICATIO! 3.44,3: THEN iVPLY MORTAK TO INSIDE AND OUTSIDE Of ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SKALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 11)FRAMF SHALL BE ADJUSTED TO PAVEMENT GRADE UY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINT$ SMALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. "LESS OTH�RVJ15E ►FOtEo, DRAINING 15 Nair TO KALI (NTS} STD. PLAN - 200.00 A?PR £s CATCH BASIN TYPE 1 GAZ 9/28/2018 nmc W-A.nn.. DAYS City of Renton Standard Plan 200.00 COR Catch Basin Type 1 DocuSign Envelope ID: BEECF55E-602A-4E4A-B436-A317AA638878 V MIN„ SEE T{JP OF BANK NOTE t ELEVATION 6` MIN. CONCRETE CURB, SEE STD- FLAN! 101 i' 1=RFROAR6 296 1 STREET TOP OF PONDING PRANSiTJON ZONE SOIL, SEE NOTES 2 AND 3 i 2"4' QE PITH ARBORIST VVDDD CHIP MULCH, SEE STD. PLMF 262.60 BIOETENTION SOIL MIX, SEE NOTE d 6' MIN., BEE NOTE I SIDEWALK, DRIVEWAY, OR V MINE. 1' � DRIVING SURFACE -1 FREE50ARV 14`11 TOP OF PONDING :010 _ TRANSITION ZONE SOIL. SEE NOTES 2 AND 3 2'-4` DEPTH ARDORIST WOOD cHJP MULCH, SEF STD- PLAN 20.61) L :r BiCRIETENTION SOIL MiX. SEE NOTE A BIORETENTION ADJACENT TO SIDEWALK, DRIVEWAY. OIL NOTES: 1. SHOULDEPAEVEL AREA WIDTH TO BE &INCH MIN- IN AREAS WITHOUT PARKING,. PLANTINGS ADJACENT TO PARKING SHALL BE SELECTED AN43 SPACED TO ALLOW ACCESS TO VEHICLES. 2. COMPACT TRAN$1TION: ZONE SOIL WME01ATELY BEHIND CUR8 TO 90%, MAX. STANDARD PROCTOR DENSITY (ASTM D698) 3, TRANSMOMt ZONE SOIL SHALL BE BICRETENTION SOIL MIX C]R AMENDED SOIL PER GENERAL NOTE I. 4. 14' MINIMUM BIORETENTION 30I11. IVIM PER STD. PLAN 262.60 TO TOP OF PONDING DEPTH GENERAL NOTES: L SOI L AMENDMENT'- SCARIFY OR TILL SUBGRADE TO 34NCH DEPTH. PLACE 3-INC,HES OF TOPSOIL CIN SURFACE AND TILL INTO 5-1WHES OF SrrF SOIL SCARIFICATION DOES NOT APPLY TO LINED FACILITIES, TOPSOIL $1 EALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS ANQ 5`k IN TURF AREAS. AND A pH FROM 6.1D TQ R.a OR MATCHING THE pFi OF THE ORIGINAL UNDISTURBED SOIL 2. BEE STD. PLAN 252.W FOR CURB CUTS. 3. FOR FACILITIES WITH LINERS, PROVIDE LINER ANCHOR PER WSOOT SPECIFICATIONS 6.29.3(2). 4. SEE CONSTRUCTION PLAtILS FOR SPECIOC PROJECT REQUIREMENTS - UNLESS MERWWISE NOTED, 4RAWiNG 15 NOT TO SCALE (WP STD. PLAN - 262.20 URI PUBLIC WORKS APPROVED; DEPARTMENT BIORETENTION- EDGE TREATMENTS GAZ 9/28/2018 R7. 51,1' 7ZOWHIn-qI IDATI NTS Bioretention - Edge Treatmetns .4S AI :45 AN DocuSign Envelope ID: BEE CF5BB-6G2A-4E4A-B436-A317AA638878 IF MAX, FOR MAINTENANCE CATCH BASIN FRAME AND VANE D GRATE PER STD. PLAN 2D4.00 RECTANGULAR OR C IRCULAR ADJ USTMENT SECTION i7W0 SECTItN4S MASC) MORTAR, (TYP.L, SEE NOTE 5 A'MIN. - 29- MAX.1f,' MA)(. FLAT SLAB TOP 90'. 120" OR 144' SEE NOTE B. TYP- - STEPS OR SADDER -_ 12' i1-YP,) ' F 1-M.IIN- 'O' R1NCy Zd" 2.5 MAX. REINFORCING. STEEL, nWP MIN 1JAY 12' r GRAVEL 1KFILL FOR PIPE ZONE 12 BEDDING PER W3DDT STD. SPECIFICATION SECTION "3.12(3) 5' TSEPARATI0A$E INTEGRAL BASE PRECAST PRl_CA,ST WITH RISER NOTES; i. FJO STEPS ARE REQUIRED WHEN HEIGi rT IS 4' OR LESS. 2. THE BOTTOM OF TILE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING 3. THE RECTANGULAR f RAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2- MINIMUM TO 2.9" MAXIMUM. PROVIDE A 1.5- MINIMUM GAP BETWEEN THE KNOCKOUT WALL AkD THE C'UTSIOE OF THE PIPE AFTER THE PI PE L9 INSTALLED, FILL THE GAP VyFTH JQI%T MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3- S ALL CWtAOE RINGS. RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE 4WTH STANDARD SPECIFICATION 904.3 5. WHEN CONNECIINC to A NEW PIPE- USE A KLMnLE CONNECTOR (1{01R� 4-SEAL BOOT WIT4 CORRUGATED PIPE ADAPTER OR APPROVED EQUAL]. WHEN CONNECTING TO AN E%I$TI 11f3 PIPE, USE A FAB.RICATE0 SAND COLLAR OF THE SAME MATERLAL AS TiiE CONNECTING PIPE 7'. MORTAR SHALL BE MIMED ANt3 APPLIED PER MANUFACTURER'S DIRECTJONS B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME. IS FLLFSH VYPTH PAVEMENT AS DETERMINED WETH A STRAIGHT EDGE OF BUFF ICI£NT LENGTH 9. ALL MORTAR JOINTS SMALL B E TRI MMED FLUSH AND AFmAiN VISIBLE UPON COMPLETION. CATCH IIASIN DIMENSIONS CATCH BASIN DIAMETER MIN WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT Sl2'E MINIMUM DISTANCE BETWEEN KNOCKOUTS 49' 4' 6' 39 8' sw 4.5' Er 6Z' 9` bir 5' 8" 4r 8' 8' 86" T2" 96' B' '12" J3M' 12" 120, TIJ' 12^ 144' 1 12' 1 12" 1 IEEE` 1z' PIPE ALLOWANCES CATCH BASIN PIPE MMATENJAL WITH MAI[IMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL cpasPi SOLID WALL PYC 2 PROFILE WALL PYC t 40 24" 10' 2d" 30, 30. 51" m" m" W' m" '_L D_.. M. 35" 42" M. 42' 42" 72" 42" yT" 42' 48" 148" Ltd" `.r4" w EA. w 4,9' 95" K" 72' 30' 48" 48" 121r Be- M. SO" 4a" 48" 144- 178` W" [i9" 4$" 4R" CORRUGATED POLYETHYL ENE STORM SEWER PIPE (STD. SPEC. 9-05.24) ' STID SPEC. 9-05 T211 ] 'STD. SPEC. 9d15.12(2l UNLESS OTHEkMSF IiOYEP, pRAYONG IS'NOTTOSiCALE (HIS) STD. PLAN - 201.00 PUBLIC WORKS URI DEPARTMENT CATCH BASIN TYPE PR GAZ 9/28/2018 F.LYc SVou ,Umi.slrxu DATE City of Renton Standard Plan 201.00 COR Catch Basin Type 2 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE STANDARD PLANS 110, 110.1, 110.2. AWL)11i FOR PAVEMENT I RESTORATION REQUIREMENTS SURFACE= RESTaRATION AS SPEUREO IN CONTRACT DOCAJMENTS I 12" MIN EXISTING PAVEMENT SURFACE � 5" MJN.. SEE NOTE 4 NEAT LINE TRENCH I "CRUSHED SURFACING TOP COURSE" PER WSDOT STD SPEC 9 {}3-9(3L, COMPACTED TO 95% OF MAXI MUM DENSITY � O 'GRU5HE0 $iJRFACkNG TOP CQURSF' PIER WSQQT STD SPEC 9 L13-9{3j, "E3RNK RUN GRAVEL FOR TRENCH EACFSFILL" PER / +VSDOT STb SPEC 9.43.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9.03:14(i), COIARAcTEb TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR + SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE I � PIPE ZONE BEDDING AND RACKFILL I PER STD. PLANS 220.60 AND 220.10 SEE NOTE 1 UNPAVED ARE A$ I PAVED AREAS I NOTES: 1 SEE W50071APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTIi 2. EXCAVATIONS OVER V DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 29Fr155 PART N OF THE WAC 3. MAXIMUM BACKFILL DEPTH A130VL PIPE SHALL NOT BE EXCEEDED, AS DETERMI RED BY PIPE MANUFACTURE R. 4 IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE 13ACKFIU DEPTH ABOVF PIPE Zoo. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERW*F NOTE❑ BRAWIN1i 15 NOT TO SCALE (Ears: STD. PLAN - 220.20 URI PUBLIC WORKSII TYP#CAL TRENCH AND BACKFILL PR 9/28/2018 DEPARTMENT AZ FAfc Wu Awa„d- DArk NTS Typical Trench And Bac1d" : 4 5 AI : 4 5 AP DocuSign Envelope ID: 6EECF566-602A-4E4A-5436-A317AA638878 I- FLAT FACE GOTHIC DIA t s 0 STORY J7 4' IaUoo -IgrIDIA I0.112" DOA (2) &8"•t$ SS SOCKET MEAD CAP 15' DLA (1} OPEN PICKHOLE I' sCREVYIALLENHEA0)WArwSIiAs ON A 8" UTA BOLT CIRCLE �••� 9.13116"DIA I•�- }1� 51s" COVER SECTION CAST IRON FRAM r= AND PAVED AREA (TYP. ) COVER, SEE NOTE 3 EXTEND CDTA315]LPONDI R 2" ABOVE D1:SICaN PC]NDI MG I I ELEVATION OR PER PLAN FERNCO GASKETED QUIK GAP OR SIMILAR q DESIGHI PONDING ELEVATION 4' STRFAMBEi3 C098LES g CLASS -B" PER YJSDOT 9.03 11(2I ASPHALT, SEE M07E 4 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) [] CLEANOUT RiSEPL SEE NOTE 2 SOIL TIGHT 4S' BEND - WVE SOIL 7KaHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLEC7C]R, OR ROOF DRAIN COLLECTOR PIPE SEE NOTE 1 " " . s. .- \, IIIII llrl TO OVE RFLOVV STRUCTURE OR $TORM MAIM s MECHANICAL PLUG OR CONTINUED CCWNECTION TYPICAL CLEANOUT CONFIGURATION Tilly, 114 1 -1I; CLEMCOUT RISER, . SEE NOTE CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE fi-INJCHES MINNUM PRIVATE. 8-kNCHES MINIMUM PUBIC UNDERORAIN PIPE PER STD PLAN 262.1a 2- CLEA,NOUT RISER SHALL BF SAME 512E AND MATERIAL AS CONNECTED UNDERBRAJN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN CBLJ ECTOR PIPE. 3 FRAME AND COVER SHALL BE EJ PRODUCT NO )036754WQI OR APPROVED EQUAL. COVER TO BE LOCK114P WITH ALLEN HFAV BOLT, MARSFU 'STORM - A. FOR CLEANCUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETEMION PONDING AREA, POUR S' THICK 2'x7 SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL NAVE A M1NiMUM COMPRESSIVE STRENGTH OF:30U ESL. GENERAL NOTES' 1. CLEANOUI'S FOR UNDERDPA1N, FOOTING DRAIN COLLECTOR- AND ROOF DRAIN COLLECTOR PIPES SHALL BE 1NSTALLF0 AT A MINIMUM OF EVERY 100 FEET, AT EVERY 9D bEc4zEE oR SECOND 45 OEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END or AN uNbERDRAIN P€PE NOT CONNECTED TO AN OVERFLOW STRUCTURE CLEAKOi75 SHALL BE INSTALLED TO ALLOW FOR MAINTEMA14CE ACCESS TO ALL PIPES 2 ALL FITTINGS TIN GS SHALL BE SOIL TIGHT 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF MORE TENTION PDNOING WHERE POSSI'SLE 4- CLEANOLFTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLE$$ OTHERWISE APPROVED BY THE CITY - UN LES6 OTHERWISE NOTED, LDRAWMG 15 NOTTO SCALE (NTSI STD. PLAN - 226.00 PUBLIC WORKS A°PRavw: IR-3 DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 nnlc wms,.essln5lnmv SATE City of Renton Standard Plan 200.00 Storm Drain Cleanout DocuSign Envel❑pe ID: 6EECF5BE-602A-4E4A-B436-A317AA638878 SEE NOTE 4, LIMIT OF PIP€ 2QNE PIPE ZONE BEDDING AND 111 BACKFILL, SEE NOTE 6 V. O.U. FOUNDATION LEVEL 4 FOUNDATION MATERIAL, IF REOU IRED, SEE NOTE 9 FrLEXIELE PIPE ®GRAVEL 9ACKFILL FOR PIPE ZONE BEDDING JWSD.OT 9-43.12(3}} OR MAINTENANCE ROCK IVVSDOT 9-03.9(4)) FLEWDLE PIPE NOTES; I PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2, HAND TAMP UWDER HAUNC8ES. 3. DIRECTLY OVER PrPE HAND TAMP OPRLY. 4- SEE STANDARD WSDOTiAPVVA SPECIFICATIONS SECTION-2-09.4 FOR TRENCii WIDTM. 5, PIPE ZONE BEDDING AND BACKFII-14 MATEREAL S1iALL BE PLACED IN B" LOOSE LAYERS AND COMPACTED TO 95°f MAXIMUM DENSITY S, EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR 8 PER STANDARD WBQOTJAIDWA SPECEFICATIONS SECTION 8.43.17. PIPE TYPE MINIMUM PUBLIC? PRMVATE� ALLOWED IN ZONE I Cuk*-R Im OF THE APA7 LINE CORRUGATED POLYETHYLENE PIPE ILCPE) 20 YES YES YES CORRUGATED POLYETHYLENE PIPE (C PE) -TRIPLE WALL 2 o YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.1E YES YES YES SOLID WALL HIG+1 DENSITY POLYETHYLmE.NE PIPE (NDPE) 2.0 YES YES YES 13"ETER MI NIMUM : DISTANCE HI±TWE€N BARRELS 12' TO 24' 12' 30' To 9a" DIAMETER! 3 102, TO 1 FJ6" Q. VNLESS MERY45E NO'rFp. QRAWiNG 15 Not ToxAl1: rFrts: STD. PLAN - ZZO.10 URI PUBLIC WORKS PIPE ZONE BEDDING ANC uPR G f):9J28/2018 DEPARTMENT COMPACTION - FLEXIBLE PIPE F-u. wms,Vasu.uvru DAYF. :45 AP 1 :45 m. I NTS Pipe Zone Bedding and Compaction - Flexible Pipe 8 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O 0 c"' UZ o 0 �U � � Q co � Q Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: ti��oN WAK�� Q 39871 REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. boy ARCHITECTS i J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 CITY OF RENTON GRADING & DRAINAGE DETAILS R-411015 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C213