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HomeMy WebLinkAboutR-4290150 N I I� W I- V ) 5W L O 2 z `O 1 W U n 1 z �� V 0 0 m 8 Lij a w L, :TIERING )LT HOLES - 3 PLACES )UALLY SPACED 120' APART ON 11116 DIA. B.C. SKID GROOVE PATTERN DIA. PICKHOLE PLAN VItW 25" DIA. 314" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 518%11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1 /8" R1/8" 26 1/2" DIA. 251/4"DIA. GASKET GROOVE DETAIL 1/4" DIA. NEOPRENE GASKET 1 1/16" -1/4'- � m 1/2' ri 6„ 3/76" 5/8„ 23 318" DIA. CL OPEN 27 5/16" DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL, 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 204.40 PAdalitik ,� PUBLIC WORKS STORM ROUND FRAME AND COVER C b"g?d by. PII DEPARTMENT (PRIVATE) I Aartin Pastuch&✓13/2020 O06Nd4P©98B449D_ DATf Public Works Atlminiz .a T MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS REMOVABLE WATERTIGHT I COUPLING OR FLANGE 2" MIN. A I ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 6" MIN. MAX. 2' MIN, 6' PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 16" MAX ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER II T i/ / 71 ANGLE AS / NECESSARY, j SEE NOTE 7 i FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. WATER ELBOW RESTRICTOR,URFACE TDESIGN SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 612" (TYP.) 1.5 x D SEE NOTE 9 (TYP.) MIN.2' MIN. T ISOMETRIC 1 OUTLET PIPE,S INLET PIPE NOTES 1 & 5 2' o MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND CLEANOUT/DRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER) 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 MINIMUM 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 A NEW 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 INTS) STD. PLAN - 237.00 ,� PUBLIC WORKS �I� DEPARTMENT FLOW CONTROL STRUCTURE - RESTRICTOR `DMSWedby: $/13/20 �l V4311471�'-'� 1tuuayyrtiin""""Pastucha fAftp %,449D... DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. LOT LINE, TYP. 6" DIA MIN. ROOF DRAIN 5' MIN. STUB WITH CLEANOUT (TYP.) (TYP.) HOUSE (TYP.) r T MIN. NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES - PRIVATE TYPE I CATCH BASIN I - PRIVATE ROOF DRAIN COLLECTOR PIPE; 6" DIA MIN., SL 0.5% MIN. OPE, 2 FT MIN. COVER PRIVATE JOINT U SD ®�� SD UTILITY EASEMENT CURB, SIDEWALK CITY STORM SYSTEM 5' MIN. WIDTH DRAIN (SD)D) R.O.W. LINE PRIVATE STORM DRAIN (SD) SYSTEM, 8" MIN. DIA. PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB), MIN. SIZE TYPE I CLEANOUT, TYP AT EVERY 90', OR 2ND 45' BEND, AND AT 109 MAX. SPACING ON STRAIGHT SECTIONS - NOTES: 1. SEE STD. PLANS 220.OD AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED. 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS: A. THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE. B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AdatSTD. PLAN - 225.00 • PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN i ' SBed by: DEPARTMENT 8/13/20 PRCOLLECTION SYSTEM ry� apctipn Pastucha IJ'��U{,fr� aQWD. DATE (6) EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION LEVEL LINE SEE NOTE 5 FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS o 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 15 NOT TO SCALE (NTS) �1` DEPARTMENT GAZ 9/ STD. PLAN - 237.30 PUBLIC WORKS TEE SECTION SHEAR GATE 28/2018 1 v„nrr work:aammnvar", DATE 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. I REVISION 3/4' FLAT FACE GOTHIC �9"DIA� 00 4❑ ❑ ❑ ❑ STORM ❑ 4- 0 0 CI 13 OO 8-1 /8" DIA 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WIWSHRS ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION CAST IRON FRAME AND COVER, SEE NOTE 3 I� I� 8" CLASS "B"//\\� /\\j�.� ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 PAVED AREA (TYP.) EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - DESIGN PONDING ELEVATION 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) 8-13/16" DIA 518„ FERNCO GASKETED QUIK CAP OR SIMILAR 4'STREAMBED COBBLES F PER WSDOT 9-03.11(2) CLEANOUT RISER, -III I I I I I I SOIL TIGHT 45' BEND SEE NOTE1- /'� III-III-111 III' II-111- WYE SOIL TIGHT j\\ \ 1=1 I S I I ] I IS I I-- COUPLERi--,� 1_ UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR�7 1-111= ROOF DRAIN COLLECTOR I';= PIPE, SEE NOTE 1 .,O -. CLEANOUT RISER LOCATED WITHIN - BIORETENTION PONDING AREA 4_1_1 \41 Iffifil TO OVERFLOW STRUCTURE OR STORM MAIN 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 3675Z1 PT 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) Aoft STD. PLAN - 226.00 ,• PUBLIC WORKS BRO$Unr d by: ,1� DEPARTMENT STORM SYSTEM CLEANOUT artinPastucha 8/13/20 11'"AftomwWO... DATE SEE NOTE 11 (TYP.) FLOW `/ 0 II1 SUMPAREA I III 4'MIN. I � ACCESS MANHOLE WITH 24" BOLT LOCKING RING AND COVER PER STD. PLANS 204.40 AND 204.50 OUTLET PIPE FLOW �/ f SEE NOTE 11 (TYP.) 1 15'x10' REMOVABLE LOCKING OPTIONAL I I I PANEL FOR VAULTS GREATER VENTILATION PIPE (TYP). 5'x10' ACCESS VAULT THAN 1,250 SF OF FLOOR AREA SEE NOTE g MAY BE USED IN LIEU OF TOP ACCESS I I I I PLAN VIEW L-L FRAMES, GRATES, AND ROUND SOLID COVERS MARKED "DRAIN" WITH LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 5'x10' GRATE ACCESS DOORS OR 16" MAX. REMOVABLE PANEL 2' MIN. COVER, 4° MIN. SEE NOTE 10 WALL FLANGE, TYP Q DESIGN 6" MIN. FLOW RESTRICTOR WATER FLOW o = SURFACE Q �/�► e o e 0 7' MIN. SEE NOTE 11 (TYP.) HANDHOLDS, STEPS 1 e OR LADDER o e 12" 1 o I 2' MIN. a FLOW 12„ 1 0 6" SEDIMENT STORAGE kNOT PACITY OF OUTLET PIPE LESS THAN DEVELOPED 0 - YR DESIGN FLOW MIN. I SEE NOTE 11 (TYP.) 4' MIN ------- NOTES: SECTION A 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 3. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECEAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULTS 00' WIDE MUST USE REMOVABLE LIDS. S. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT 5' X 10' OPENING OVER MAIN VAULT. ALTERNATIVELY, ACCESS CAN BE PROVIDED VIA A SIDE VESTIBULE AS SHOWN. 6. ALL VAULT AREAS MUST BE WITHIN 50, OF AN ACCESS POINT. 7. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 8. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS (RISERS), EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES. 9. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 10. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED. 11. WHEN CONNECTING TO A NEW 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. 12. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 236.00 , Dtbk PUBLIC WORKS APPROVED: `��� DEPARTMENT "al9".dby TYPICAL DETENTION VAULT 10/19/2022 Martin Pastucha 11,tFcffiesaasn vuerc work: Aaml"gym"m, DATE V J co O co , 16J N Q J \rwURR ENOINEERING vNERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 W R-429015 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 0 I- W U Q SURVEYED: SCALE: 1 "=30' VERTIAL: AD 1981988 HORIZONTAL: NAD 1983/1991 /1 DATUM ' CITY OF + RENTON Planning/Building/Public Works Dept. GRANT PLACE TOWNHOMES 1600 GRANT AVE S RENTON WA 98055 ' PARCEL 2023059052 DATE: 11/21/23 J 0- 7 L cr DAF 08/26/24 DESIGNEDDAF DAF o�/29/24 FIELDBOOK: PAGE: DAF 05/21/24 °�°�"' FEM TJW, ONE INCH DRAWING N0: 20069 DAF 04/04/24 CHECKED: DAF IFAT FULL NOT ONECNCH BY DATE APPR SCALE ACCORDINGLY DETAILS �• �/ APPROVED: SHEET: OR C4.6 28