The URL can be used to link to this page

Home My WebLink AboutTED4003446.25U 0 Z m 0 ti as 0 a a 0 0 a. Cr x B U- C14 0 M C4 U r- I r4i�N o .00 I o g Z N U 1 a V / Ld I- � W U mZU<C W _Z Q Q < L( J l Q m woo Z Q<� W Y <O M _z V) Ld m V) oW m 1= o N o o U IZ Ld 1-- 0 z 0 U) ry FRONT B I r 18" 12" SLOPE 0.05 FT/FT STREET SECTION MAXIMUM OPENING OF GATE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS ENLY SPACED HOLES FOR G TO FLANGE CONNECTION ADJUSTABLE: HOOK SIDE BECLAN IAKA BECLAN PLACE) - MINOR AMENDMENT A PORTION OF THE NW 1/4 OF THE NE %i OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON HANDLE WITH LOCK PIN ® ADJUSTABLE LOCK HOOK WITH LOCK SCREW 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 309 AS REQUIRED. 2. GATE SHALL BE 8" DIAMETER FOR PIPE 12 INCHES OR LESS IN DIAMETER, 12" DIAMETER FOR PIPES GREATER THAN 12". 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING THROUGH FLANGE. 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. B. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL. 9. ALTERNATE SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE. FLANGED END SPIGOT END WIDENED CURB CONSTRUCTION JOINTS PIVOTING SHEAR GATE DETAIL ��6) Y ADOPTED CITY OF RENTON ! STANDARD PLANS �Nl LST DATE: 4/97 DWG. NAME: BR05 SP PAGE: B033 NOTES: 1. 3' TO 5' DRAFT PERMITTED AS NEEDED. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE t 1 /16" TOLERANCE EXCEPT AS NOTED. 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE. LETTERING TO BE RECESSED 1 /16". 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: ALTERNATE A SHALL BE 8 PADS, 1 1/2"x 3/4"x 1/8" INTEGRALLY CAST WITH THE GRATE. ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A 17" CIRCLE, BOTTOM ONLY (SEE SECTION B-B). 6. MATERIALS IN ACCORD WITH DIVISION 9 OF STANDARD SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR CATCH BASIN OR INLETS". 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY EMBOSSING "DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR MFR'S NAME. 7. SEE DWG. NAME BR-32 FOR FRAME AND GRATE DETAIL. GRATE IS OLYMPIC FOUNDRY #SM50G, #SM50GL, #SM50SL, OR EQUAL. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. NORMAL GUTTER GRADE SURFACE WATER UTHM OPEN CURB FACE FRAME & GRATE INSTALLATION DETAIL Y ADOPTED CITY OF RENTON STANDARD PIAW3 N O� LST DATE: 12/96 DWG. NAME: BR-30 SP PAGE: BO17 VERTICAL DATUM: CITY OF RENTON, NAVD 88 SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS OR SURFACE WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES, PLAN REVIEWER OR SURFACE WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date J�NOI`p��,`J I REVISION TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS APPLICANT SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. I OR FLATTER £q. CL " 14AX; FACE'' VOID 6.11 E;.f 4f S/81tCru5hed Rock - R F AI r SPt�LIv3 APPROV €# FILTER PADR<': MAY OE s[Uu 1 RED mou CERdA. CON0111OVN CHINA VOIDS, , R GREATER 12" MINIMUM PERFORATED O'4CA Pt P I PF , RON TO STNkM SEWER OR AS DIRECTED By THE; ENGINEER i,,...,.. UND I STUROED SOIL Oi .. ... TIFF :. NE N SIO 4 Ti ROCKS SHALL EXTENT; TfIE EARTH TO P <ROV . STA [111 1 L THE POCK H ACED SO AS TP LOCK INTO TWO IMCKS, IN THE T1 HI . x SIZE IO., IN ITS U 171 13" TO 19 SIZE 18" TO 24" SI ZE 24`° 'TO 32=2 SITE 30" TO 30,` tdY RnC rRr r1 7 4 z :T BE. DESIGNED AND DASIP CTEO BY A LICECy TECHNICAL E tSE, THE EldGbNEER MUST t„CI; if T TO ill... CITY ,V 1 ;�f_S .E;.' T ACCOUSPrNCF WITH PLANS AhM SPECIFICATIONS, C :L sl ET ANO L0WEIR S€WILL OE CONSTUCTED OF 4 I'DIM TO 2 MAN ROCKS FROM ROCKERIFEET AND13ICHIR 310,LL UE CONSTRUCTED „F 5 MAN TO 2 �:NN fO KS rPQIF r0 . TIC T6, ROCK DETAIL � NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BY I APPR. I DATE • ALAsmiAnz, ma c CM EII�=III A PROJECT rANAGE✓EIIT 1945 S. 375TH STREET BUS' (253) 226-4508 FEDERAL WAY, WA 9W33 bschre*fd6Adv#..net CITY OE RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) STORM DRAINAGE NOTES AND DETAILS DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C12 DRAWN: TAS CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED; SHEET: C-12 OF: 25 DIRECTOR OF PUBLIC WORKS