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HomeMy WebLinkAboutR-419520Ln RqT Q 1 UU A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1/2" LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1/16" DIA. B.C. RENTO DRAIN (1) 1" DIA. PICKHOLE 0 01 Au 1L11=w 1 1/4" LETTERING 25" DIA. 1" 3/4" 2 1/2" 8 314" (TYP.) COVER SECTION VIEW 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET 1 1/16" 5/8" 23 3/8" DIA. CL OPEN 27 5/16" DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) ELT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER v EON BOLTING DETAIL 1 1/16" 1/8" R1/8" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.50 V`R] PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) lartin Pastucha$/13/2020 1a �E�86449D... DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 ADDITIONAL LADDER RUNGS (IN SETS) TO 2' MIN. CLEARANCE TO \ ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / REMOVABLE WATERTIGHT COUPLING OR FLANGE 2" MIN. A I/Z I (� \ I I J ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 1 / ANGLE AS / \\ NECESSARY, SEE NOTE 7 6" MIN. 6" MAX. -� 2'MIN, PLATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT` /- FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 16" MAX. 1 VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 12" (TYP.) 1.5 x D SEE NOTE 9 (TYP.) MIN. 2' MIN. T ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' o MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND (ROD BENT AS REQUIRED ELEVATION PER PLANS L FOR VERTICAL ALIGNMENT WITH COVER) FORCLEVERTICAL 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' MIN_ 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM 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 ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER, 9. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). 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 ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 PCRIUBLIC WORKS FLOW CONTROL STRUCTURE - 91tRo pedby: DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20l ML1=1b05 49D... DATE • #6 BARS @ 7" SPACING 12" (TYP.) 20"x24", 24" DIA., 48 48" DIA., OR 54" MAX. DIA. HOLE 6" f 2" (TYP.) 91, 12" I (_� 12 1" MIN. 21 12" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN. #5 BARS @ 6" SPACING 6" STEP 9 1/2" MAX. 20"x24", 24" DIA., 48" DIA., OR 54" DIA. HOLE 24" MIN. 8„ 1" MIN. 2 1/2" MAX. 72" FLAT SLAB TOP 18" MIN. 24" 42" MAX. #4 BARS @ 6" SPACING MIN. �- 48" MIN. 20"x24"OR�5 24" DIA. HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION 2" (TYP.) FOR ACCESS AND STEPS 8„ Lj 1" MIN. 2 1/2" MAX. 48", 54", or 60" FLAT SLAB TOP 9Q 3p„ 2a 2p„ 34" S 0�1 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACEEQUALLY), SEE NOTE 1 1 ", 2", 4", 6 12", OR 24" ONE #3 BAR HOOP FOR 6" 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 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) •PUBLIC DS STD. PLAN - 204.60 WORKS MISCELLANEOUS DETAILS FOR A PRtDAZ DEPARTMENT PRI DRAINAGE STRUCTURES ` 9/2$/Zola • Gregg Zimmerman Public Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LEVEL LINE Iv (6) EVENLY SPACED HOLES ON 10 3/8" BOLT Z CIRCLE FOR BOLTING TO FLANGE CONNECTION -� W - - - - - - - - --- -�--- -�-- - SEE NOTE 5 ------- -�---------- -�- - - - -� --- - -- 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 0 1" ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B 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 3/8" DIA. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT. 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aoft STD. PLAN - 237.30 V`R] PUBLIC WORKS ° DEPARTMENT TEE SECTION SHEAR GATE GAZ 9/2s/2ols • Public Works Administrator DATE : 4 5 AP SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS i 12" MIN. EXISTING PAVEMENT SURFACE ---- ------------------------ NEAT LINE TRENCH BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER J PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 - 6" MIN., SEE NOTE 4 "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY - "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN O \ GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-OR "GRAVEL BORROW" PER WSDOTT STD. SPEC 9-03.14(1), \ COMPACTED TO 95% OF MAXIMUM DENSITY oo�o X �- SEE NOTE 1 UNPAVED AREAS PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 o PUBLIC WORKS PRR D DEPARTMENT GI�Z TYPICAL TRENCH AND BACKFILL 9/28/2018 I •ge -T_ m DATE Public Works Administrator DEVELOPMENT ENGINEERING jchavez 03/17/2022 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC (2) 3/8"-16 SS SOCKET HEAD CAP (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE PLAN VIEW CAST IRON FRAME AND COVER, SEE NOTE 3 - 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45° BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOFER DRAIN COLLECTO ROOF DRAIN COLL PIPE, SEE NOTE 1 OI TO OVERFSTRUCTU�T 9" DIA ai 4" 8-1/8' DIA 10-1/2" DIA 15" DIA FRAME SECTION 8-13/16" DIA 5/8" COVER SECTION PAVED AREA (TYP.) EXTEND CLEANOUT P RISER 2"ABOVE DESIGN PONDING - ELEVATION OR PER PLAN FERNCO GASKETED QUIK CAP OR SIMILAR v DESIGN PONDING ELEVATION 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 I� f_I PAUnlIT RICwR 1 Ar ATim11 WITI. m STORM MAIN \�\��\//\�j! MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PRIPUBLIC WORKS DROSr�edby; DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 MytrAh9D... DATE MAX DESIGN WATER SURFACE, TOP OF RISER ELEV. 423.11 0.01'W x 1.01'H 48"0 TYPE 2 18ill ALUMINUM RECTANGULAR NOTCH CATCH BASIN OR ALUMINIZED CONTRACTOR SHALL STEEL RISER INSTALL FEATURE TO BARREL PREVENT DEFORMATION OF NOTCH. ELEV: 420.44 SECTION CONTROL STRUCTURE NOTES: THIS DETAIL IS A SCHEMATIC REPRESENTATION OF THE DETENTION PIPE CONTROL STRUCTURE, SHOWING LOCATI 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 - C13 N #401 TEM iCONTROL STsRUCTUREDETAIL C2,2 % SCALE : N. T. S. 0 r^ C C m E wNN a � Q � � N _ 20 Qy � LL m o a� w �U �� U N o aE U tp V J m c C N �N 3 (0 J(n c�v3 N Q m N N 0 N 0 0 LLI C) Z C) `1 � U Q Cam% �Z 3 a m m Q N N LLI Q 06 O W N Z 07 O CL Z N W O - H Z N LLI >O LLI H LLI CL J W Q ^rll W 06 co c O C0C . 1�1 a •� w Fy V �) W CIO C Z a P3 Q w 06 y� x Z nsoi SCALE: NOTED PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C3.1-C3.3.DWG Xrefs: [ABDSIGST.DWG] [.\17501-PHASE-DATE-TTL.DWG] Plotted: 1.18.22-12:49 By"(sjensen) BID #: C12 R-419520 Sheet 20 of 40