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HomeMy WebLinkAboutR-432632E DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 co 0 I O'-�, 3/4" FLAT FACE GOTHIC 1/2' LETTERING TS nu I Q+❑ ❑ ❑ 9' DIA.. INy a` Lr (6) EVENLY SPACED HOLES ON 10 3/8' BOLT W BOLT HOLES-3 PLACES ° r0 CIRCLE FOR BOLTING TO FLANGE CONNECTION O STORY ❑ 4• ° ° S EQUALLY SPACED 120° APART ON "4 D OO❑ Q° o 231116"DIA. B.C. W GO p T �1813/16 DIA 6_Y __-_-_- -_-_-_-_-_- -_ - 8.118'DIA T I 1 10-112' DIA O (2) 3AT-16 SS SOCKET HEAD CAP 15' DIA (1) OPEN PICKHOLE 1SCREW (ALLENHEAD) WAWSHRS ON A 8' DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION -"- -"---" so° SKID GROOVE PATTERN O �� oaoo:::::::°° -LEVEL LINE- D RA I N SEE NOTE 5 CAST IRON FRAME AND PAVED AREA (TYP) ° °°°°°°°°°°°°°° °°°° ° (1) 1- DIA. PICKHOLE COVER, SEE NOTE 3 COVER BOTTOM VIEW 'y 'y EXTEND CLEANOUT RISER 2' ABOVE DESIGN PONDING ELEVATION OR PER PLAN FERNCO GASKETED 1 1/4' LETTERING QUIK CAP OR SIMILAR PLAN VIEW 0 DESIGN PONDING (3) BLT SOC. (ALLEN HEAD) ELEVATION 4'STREAMBED COBBLES -11x1.5 SS RUBBER ------- --0--------- --- --------�---- ---- B" CLASS "B' PER WSDOT 9-03.11(2) WASHER ASPHALT, SEE NOTE 4 -- FRONT SIDE MAXIMUM OPENING OF GATE 4' COMPACTED SAND OR 25"DIA. GRAVEL BACKFILL FOR DRAINS n PER WSDOT 9-03.12(4) r � 314' 1�11_ CLEANOUT RISER, SEE NOTE 2 HANDLE WITH LOCK PIN 2 1/2" CLEANOUT RISER �-(T314" EON BOLTING DETAIL ADJUSTABLE LOCK HOOK WITH LOCK SCREW SOIL TIGHT 45' BEND SEE NOTE 2 - -- _- COVER SECTION VIEW 0 WYE SOIL TIGHT = 1/4" �11/16" COUPLER UFT ATTACHED PER UNDERDRAIN, FOOTING MANUHANDLE ACTURERS RECOMMENDATIONS ECOMMENOATIOEIS DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR 1!8" a PIPE, SEE NOTE 1 1"ROD OR TUBING, VARIABLE LENGTH CLEANOUT RISER LOCATED WITHIN R718" BIORETENTION PONDING AREA 261/2' DIA. LIFT HANDLE w 251/4' DIA. GASKET GROOVE DETAIL NOTES: nf TO OVERFLOW STRUCTURE OR tl4' DIA. NEOPRENE GASKET 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. STORM MAIN16" MECHANICAL PLUG OR 2. GATE SHALL BE 81NCH DIA. UNLESS OTHERWISE SPECIFIED. CONTINUED CONNECTION . 1/4" V2" 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. TYPICAL CLEANOUT CONFIGURATION 6 1 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 NOTES: -TV -1 HANDHOLD. 3/1 s" 1, DIAMETER TO BE 6-INCHES MINIMUM PRIVATE. 84NCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB. OR SOME OTHER DEVICE. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 23 3/8" DIA. CL OPEN `�8" 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 357WT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED'STORM' OR 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. "DRAIN". 275116"DIA. SKID GROOVE PATTERN DETAIL 8. FLANGE MOUNTING BOLTS SHALL BE 3!8' DIA. STAINLESS STEEL. 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 RAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 34 1/8" DIA 9. ALTERNATE CLEANOUT/SHEAR 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. GENERAL NOTES: FRAME SECTION VIEW 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 10D FEET. AT NOTES: 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. 1. ALL COVERS SHALL BE LOCKING LID PER EJ No, 3717C1 2. ALL FITTINGS SHALL BE SOIL TIGHT. OR APPROVED L. 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED BY THE CITY. RIGHT-OF-WAY. STD" PLAN - 237.30 UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) D: • PUBLIC WORKS STD. PLAN - 226.00 STD. PLAN - 204.40 DEPARTMENT TEE SECTION SHEAR GATE GAZ 9/28/2018 I :45 At • PUBLIC WORKS U"dby • PUBLIC WORKS STORM ROUND FRAME AND COVER [ b"tral by. DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 0 1 8: DEPARTMENT (PRIVATE) I Aartin Pastuch@/13/2020 8:48 DATE DATE 'e88199FD98B449D ngTF NTS NTS NTS NTS Cleanout Storm Round Frame and Cover Tee Section Shear Gate__(:j) Not Used DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SECTION: 2.15.020 Trusted. Tested. Tough.® O FM2778 0724 OELLE/P Supersedes Supersedes 0823 PUMP COMPANY MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 Visit our webske: Tel: (502) 778-2731 • 1 (800) 928-PUMP zoellerpumps.com Product information presented here reflects conditions at time of Publication. Consult factory reoardinP discrepancies or inconsistencies. TECHNICAL DATA SHEET MIGHTY -MATE SERIES CAST IRON MODELS 53', 57 AND BRONZE MODELS 55, 59 SUBMERSIBLE EFFLUENT/ DEWATERING PUMPS ELECTRICAL PRODUCT SPECIFICATIONS OUTLET d CC 0 0 Horse Power 3/10 Voltage 115 or 230 Phase 1 Ph Hertz 60 Hz RPM 1550 Type Shaded pole Insulation Class B Amps 4.8-9.7 Operation Automatic or nonautomatic Auto On/Off Points 7-1/4" (18.4 cm) / 3" (7.6 cm) Discharge Size 1-1/2" NPT Solids Handling 1/2" (12 mm) spherical solids d :F Cord Length TO m) automatic, 15' (5 m) nonautomatic Cord Type UL listed, 3-wire, grounded plug 0- Max. Head 19.25' (5.9 m) Max. Flow Rate 43 GPM (163 LPM) Max. Operating Temp. 130 T (54 °C) Cooling Oil filled Motor Protection Auto reset thermal overload J Q W f- cQ c Cap Cast iron or bronze Motor Housing Cast iron or bronze Pump Housing Cast iron or bronze Base Cast iron, bronze or engineered thermoplastic Upper Bearing Sleeve bearing Lower Bearing Sleeve bearing Mechanical Seals Carbon and ceramic Impeller Type Non -clogging vortex Impeller Plastic, cast iron or bronze Hardware Stainless steel Motor Shaft AISI 1215 cold rolled steel Gasket Neoprene 63116" 1-711' (157 mm) 4 . I. mm) 4-58' 1-1/2" NPT 4 BALL VALVE 3-7/8" 4' M I N • 19B mm) . .d 6' MAX c° r CHECK VALVE Il ` O 4' (104 mm) G SUMP AND PUMP, FOR UNION PUMP INFORMATION SEE DETAIL I I i 5 j C31 d d p 8H MIN a ° d I 1a1116' (2 mm) d d a d I _ 3-3)32" (79 mm) I SK8S8 53-0001 pump includes contractor approved Zoeller LED Plug. NOTE: See model comparison chart for specific details. #6 BARS @ 7" SPACING 412" (TYP. ) 20"x24'. 24' DIA., 48" DIA., OR 54" 48" DIA. HOLE MAX* I� 8' L, � 2" (TYP 12" 9' 1"MIN. 2 1/2' MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12' MIN. 8" #5 BARS @ 6- SPACING STEP 91/2"MAX. 2O'x24", 24" DIA., 48' DIA., OR 54' DIA. HOLE L 2" (TYP, - 24' MIN, 9" 1" MIN. 2 v2' MAX. 72" FLAT SLAB TOP 18" MIN. 24" 42" MAX. #4 BARS @ 6" SPACING MIN. LIJ!' ,8' MIN. z4"xza OR 24"DIA. HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION L�2-(7YP.) FOR ACCESS AND STEPS 8. 1" MIN. 2 112' MAX. 48", 54", or 60" FLAT SLAB TOP 3p, 5 s• \��V. 2-.4', 6". 12'. OR 24" lL ONE #3 BAR HOOP FOR 6" .I( Y HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 12,4 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) Ds STD. PLAN - 204.60 • PUBLIC WORKS MISCELLANEOUS DETAILS FOR rR A �Z DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 w°,x.+nm DATE Nkora R-432632 IN COMPLIANCE WITH CITY OF RENTON STANDARDS :45 AN DEVELOPMENT ENGINEERING �' IL DE POWEREeaY GsA",s Q Tested to Standad ULT78 and ZMii t� N- mbyyu 08/07/2025 Cerfifled to CSA Standard C22.2 No. 108 © Copyright 2024 Zoeller Co, All rights reserved. NTS 6 NTS 7 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 zoellerpumps.com J A. A C Sump Pump Detail Schematic Misc Details for Drainage Structures `Asy, o T SURVEYED: SCALE: ANAM 1988 HORIZONTAL: N D 1983/1991 / HOR ,• CITY OF HAZEN HIGH SCHOOL MODERNIZATION �07.1 1.2025 W DESIGNED: JAJ I FlELDBOOK: DRAWN: RENTON PAGE: NTS � 43667 � �c7 T-g� ti �s��oNa� DJD/AJJ : CHECKED: ONE INCH ♦ DATUM ATF"�s� Planning/Building/Public Works Dept. IF NOT ONE INCH DRAINAGE DETAILS DRAWING NO: C311 Zoeller Sum Pump Model 57 Detail P P ��G N0. APPROVED: REVISION BY DATE APPR SCALE ACCORDINGLY SHEET: OR 05 29 2025 JAJ 32 OF 7 T O O N 0, �i V i CM O O I 4 N Q J 00 1` O O O O I N CC r.I