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HomeMy WebLinkAboutR-419520Ln 0 W )ocu5ign Envelope 10: 3B1B34D3.7EOA•476C-ADB3-4329FFEOC188 :rr' LETTERING � BOLT HOLES - 3 PLACES EQUALLY SPACED 12V APART ON 23111B-DW B.C. RENTO DRAIN ti-.- 0) r DIA- PICKHOLE PLAN VIEW f 21rr I 8 314- j� (TYP-) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN WADI 5B'•11 x 1.5 SS RUBBER MASHER EON BOLTING DETAIL 26 1,7 DIA. 26 u4• DIA. t14' DIA, NEOPRENE GASKET 1N' � 1 V16" �16 ve I w 23 3W DLA Ct OPEN GASKET GROOVE DETAIL 27 SM D(A. 34 1 W D IA - FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCK)mG LID PER Ed No. 3717C1 OR APPROVED EQUAL. VM:E$SOTHERW95E NOTED. DRAWIIIG t$ NOT TO$mt (NT$1 STD. PLAN - 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER g/13/2+�i1� "51INN ILDEPARTMENT {PU6LIC} artin Pastucha $TEST°a•.�r3dAQ DATE )m. iSien Envelope 10: 3B1B34D3.7EOA-476C-ADB3.4329FFEOC108 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DacuSign Envelope ID: 6 EEC F5B6-602A-4E4A-B436-A317AA638878 DacuSign Envelope ID: 6EECF586-6d2A-4E4A-B436-A317AA638878 96 BARS ;a) 7" SPACING 12" (TYP.I 20N24", 24" DIA., 48" 46- DIA., OR 54" DIA. HOLE00 6" +� 2" (TYP-) i 12" Li �^ 12 i" MIN. 2 1 %2" MAIt. 84" or 96" FLAT SLAG TOP ----------____-___---_-_-_-__________________ - PREFABRICATED LADDER 12" IN. % 45 i3ARS W SPACING STEP 9 112' MAk 20"x24"• 24" DIA., 48" DIA., OR 54' DIA. HOLE _a {� 2" (TYP.) I uy 24" PAfN. ff 8„ V MIN. 2 112' MAX. 72" FLAT SLAB TOP 24' 18" MIN. 42" MAX. -- %- #4 BARS 6" SPACING MIN. 48" MIN, 20'xz4' OR 24"DIA. HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION 2" (TYP. ) FOR ACCESS AND STEPS 8„ 1" MIN. 2 1!2" MAX 48", 54", or 60" FLAT SLAB TOP �0, �� 2p 34" s• 1 % 2", 4", 6-, 12", OR 24" ONE #3 BAR HOOP FOR r t' ! HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 1'. V. 4". 6". 12", OR 24" ONE i#3 BAR HOOP FOR 5" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE: NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1, AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF O. 12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTFIERWISE N07ED, DRAWING IS NOT TO SCALE(NTS) PUBLIC WORKS MISCELLANEOUS DETAILS FOR DS STD. PLAN - 204.60 APR `GAZ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 g2 wy;.��o.ksM,o�nszraar erns GATE DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110. 110.1. 110.2. AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS 12" MIN EXISTING PAVEMENT SURFACE 6" MIN. , SEE NOTE 4 NEAT LINE TRENCH _ "CRUSHED SURFACING TOP COURSE" PER ` WSDOT STD. SPEC 9-03.9(3), COMPACTED p QD % TO95%OFMAXIMUM DENSITY / "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9 03.9{3), "BANK RUN GRAVEL FORTRENCH BACKFILL" PER WSDOT STD, SPEC 9-03.19, OR "GRAVEL !` d BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY �7 O BENCH AS NEEDED FOR !! SHORING SYSTEM WHEN _ \` DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.DD AND 220.10 - SEE NOTE 1I UNPAVED AREAS PAVED AREAS I NOTES: 1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER T DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE. WAG. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, !F PIPE HAS LESS THAN T OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. U N LESS OTH E R W IS E N 0 T EO, D RAW I N G IS NOT TO SCALE (NTS) : STD. PLAN - 220.20 PUBLIC WORKS PPR D. DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9/28/2018 1 a van r: works vlm.msvaror DATE DacuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3,4329FFEOC108 (2) 3W-16 SS SOCKET WEAD CAP (1) OPEN MKHOLE 1' SCREW (ALLENHEAO) WAVSHAS ON A S CIA BOLT CIRCLE sr 11��D,' 4' B-18 DIA 10.1r2' Du 15' DIA FRAME SECTION CAST IRON FRAME AIID PAVED AREA ('TYP.) COVER, SEE NOTE 3 12• EXTENT CLEANOUT RISER 7' ASCU DESEGN PONO(N^u ELEVATION OR PER PLAN .I ti DESIGN PONDING ELEVATION r cuss -1V ASPHALT. SEE NOTE 4 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSOOT9.03.12(4) Q. - -- I CLEANOUT RISER. SEE NOTE 2 ;- CLEANOUT RISER, = � +� B•131t6' DM COVER SECTION FERKCO GASKETED OVIK CAP OR SIMILAR r 4' STREAUBEDCOBBLE'I PER WSOOT 9-03.1112) SOIL TIGHT 45' BEAD SEE NOTE 2 WYE SOIL TIGHT COUPLER f UNDERDRAIN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN OOLLECTO$t _ - RPE. SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA !�'�� � IIIIIIIII TOOVERFLOYf STRUCTURE OR STOW MAIN \; r. � , #IECHANIC4L PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I. DIAMETER TO BE B•ANCHES MINIMUM PRIVATE. 34NCHES MINIRIUNI PUBLIC- UNDERDRAIN PIPE PER STD- PLAN 252.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRATN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR PIPE. 3, FRAME AND COVER SHALL se EJ Pft0041CT3 wsziPT AND 367SAPT OR APPROVED EQUAL. COVER TO BE LOCKING ►'111H ALLEN HEAD BOLT. QED "STOR1ur OR 'DRAIN'. 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF SIORETENTION PONOING AREA, POLAR ir THICK. 2"z' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM C.OMPRES'SNE STRENGTH OF 3"OW PSI. GENERAL NOTES: 1. CLEAMOUTS FOR UNDERDRAK FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 10D FEET. AT EVERY 110 DEGREE OR SECOND 45 DEGREE SEND. AT PHE END OF EVERY COLLECTOR PIPE. AND AT EACH END OF AN UNDERORA" PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOY) FOR 41AAHTENANCE ACCESS TO ALL PIPES. 2 ALL FITTINGS SHALL BE SAIL TIGHT, 3- CLEANOUT RISER SHALL BE LOCATED OUTSOE OF B*FtETEkr*N PONDtNG WHERE POSSWE 4, CLEANOkYT3 SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, UNAWri* IS NOT TOSCAIE INTS) STD. PLAN - 226.00 • PUBLIC WORKS oa bY' ?[ti DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha 8f13 20 NwaFI�93&4� 0 . 7 AT ADDITIONAL LADDER RUNGS (IY SETS) TO 2' MIN, CLEARANCE TO ti ALLO'N ACCESS TO TANKS OR VAULTS O ANY PORTION OF FLOW RESTRICTOR ti , VMEN CATCH IS FILLED WTH WATER TEE INCLUDING ELBOWS , i•2EUPLIING WATERTIGHT IA�- - rl j COVPLINGOR FLANGE r MIN_ A I L A i! I 4�� (6) EVENLY SPACED HOLES ON 10 318- BOLT zRIM: 428.50 \ I I I J CIRCLE FOR BOLTING TO FLANGE CONNECTION -� ELBOW RESTRICTOR, 7 w SEE DETAIL AND NOTE 10 y I f ANGLE AS / -� NECESSARY. �q _ MAX DESIGN WATER SURFACE, _ SEE NOTE 7 ff ' _ - •Jr a, MINI. 2'IIIN. -r .� � w 11� � 1� X7 TOP OF RISER ELEV: 423.11 6" MAX- _ - _ - - - _ _ PLATE WELDED TO ELBO V\ AM PLAN VIEW 0.01'W x 1.01'H ORIFICE AS SPECIFIED. SEE 1YOTE 3 48"0 TYPE 2 18"0 ALUMINUM RECTANGULAR NOTCH ELBOW RESTRICTOR DETAIL LEVEL LINE CATCH BASIN OR ALUMINIZED CONTRACTOR SHALL SEE NOTE 5 ELEVATION PER PLANS STEEL RISER INSTALL FEATURE TO 12-MIN UNDER FftAAIE 8 SOLID COVER (MARKED •ORMW VATH BARREL PREVENT DEFORMATION t1 PAVEMENT LOCKING BOLTS PER STD. PLANS 204-40Ah204,511 OF NOTCH. ISOMETRIC W MIN, ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 PIPE SUPPORTS. SEE NOTE 6 14 1$10 UIN. 1 I OUTLET PIPE. SEE NOTES 1 & 5 NVERT AND ELEVATION PER PLANS 12'SECT" OF PIPE ATTACHED BY GASK.ETED BAND TO ALLONV REMOVAL WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED. SEE MOTE 10 2' MIN. 2' AKIN. 1� SECTION A VERTICAL BAR GRATE FOR SECONDARY INLET HANDHOLDS. STEPS. OR LADDER SEE MOTE 9 (TYP,] INLET PIPE SHEAR {SATE WITH CONTROL ROD FOR OLEANOUTIDRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENTVOTH COVER) PER STD PLAN237.30 NOTES: 1. USE A ILI V I M UM OF A 54' DIAMETER TYPE 2 CATCH BASIN. 2- OUTLET CAPACITY: 100•YEAR DEVELOPED PEAK FLOW- 3 METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL. OR ALIAlAR4UM, ALL OTHER STEEL PARTS MUST BE GALVANIZED VATH TREATMENTS 1, 2. OR 5 4- FRAIL AND LADDER OR STEPS OFFSET S4. A. CLEANOUT GATE IS VISIBLE FROM TOP. B CLIMB -DOWN SPACE IS CLEAR OF RASERAM CLEANOUT GATE, C. FRA41E IS CLEAR OF CURS. 5, IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE' OUTLET PPE TO NAVE SMOOTH O.D. EQUAL TO CONCRETE PPE I.D- LESS 1M'. S PROVIDE AT LEAST ONE r )L .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRIETE WALL (MAXIMUM 3-4-VERTICAL SPACING}. 7, LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOVft & LOCATE ADDITIONAL LADDER RVINGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEIi CATCH BASIN IS F11 I F WITH WATER_ 9. WHEN CONINECTWG TOA NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-NSEAL BOOT PATH CORRUGATED PIPE ADAPTER OR APPROVED EQLIALI, WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL. THEN ELMV RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. VM.E$$0THERW6E NOTED. DRAWING tS MOT TO SCA,IE jNT$I STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE - IIy: �11 DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 y d,'ItGdBmw GATE _-____.....-_..._$_-_--- FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW O LIFT HANDLE SHALL BE ATTACHED PER .MANUFACTURER'S RECOMMENDATIONS V ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTN1 B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 306 AS REQUIRED. 2. GATE SHALL BE 8 INCH DIA. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD, 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7- MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT, 8- FLANGE MOUNTING BOLTS SHALL BE 318" DIA. STAINLESS STEEL. 9- ALTERNATE CLEANOUTISHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 318" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. PUBLIC WORKS DEPARTMENT UNLESS OTHERWISE NOTED, DRA'A ING IS NOT TO SCALE (NTS) STD. PLAN - 237.30 D: TEE SECTION SHEAR GATE GAZ 9/28/2018 I :45 At Vr:hfx'uarks AJr.rl v.apr DATE ELEV.- 420.44 SECTION CONTROL STRUCTURE NOTES: THIS DETAIL IS A SCHEMATIC REPRESENTATION OF THE DETENTION PIPE CONTROL STRUCTURE, SHOWING LOCAT SPECIFIC SIZES AND ELEVATII SEE RENTON ST. PLAN 237.0 FOR TYPICAL INFORMATION 0 CONSTRUCTION OF CONTROL STRUCTURES. ELEV. 420.11 0.47" 0 BOTTOM ORIFICE, ELEV. 418.11 PLAN NEW CB 401 -DETENTION PIPE SYSTEM 13 CONTROL STRUCTURE SCHEMATIC DETAIL C2,2 % SCALE : N. T. S. 0 rc ME a o wNN oc") @� o v� + LL C LD rn o 3`c U � O C N U �p V J N C N a C Y "E W 33 I� J(n n3 m 04 Ln w \ \ U Ln C) o Of Li.l Z Y Li.l U Q m m a N N LLI Q OD O W In Z (n O d Z N Ld � O H Z In LLI > O LIJ H O' W CL J Lu W 06 cn o O a( ', w (1) Lu 0 Cd O Z a � a x ., C� 06 �114 Z 17501 SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-0.1-0.3.DWG Xrefs: [ABDSIGST.DWG] [.\17501-PHASE-DATE-TTL.DWG] # Plotted: 4.07.22-09:41 By.(rvissio) BID #: C3m2 R-419520 Sheet 20 of 40