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Home My WebLink AboutD-371713m J a W 0 W F_ 'F_ '^ VJ W Surface Water Drainage Notes and 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 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 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 the City of Renton Public Works Department. Reference benchmark and J elevations 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 Public Works Department, Surface Water Utility Section. 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 Public Works Department, Surface Water Utility Section. 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 badkfill 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 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall hove asphalt treatment 11 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 City of Renton Plonning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the fallowing specifications: 4 - 8 inch rode / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits 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, floggers, and any other needed actions to protect the life, 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 a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT 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). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the plans) shall be clearly flagged in the field and observed during construction. 21. All required sedimentotion /erosion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 24. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 26. For all erosion /sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spoils shall be located at all points of vehicular ingress and egress to the construction site. MPX� ORIGINAL GROUND 12" MIN. THICKNESS 2 " -4" QUARRY SPALLS 6 GRAVEL BACKFILL FOR DRAINS PERFORATED PIPE 4" MIN. FILTER FABRIC NOTES: 1. SEE SECTION 4.30. 2. SEE WSDOT /APWA 9- 03.12(4) 3. FENCE OR HANDRAIL MAY BE REQUIRED WHEN ROCKERY HEIGHT EXCEEDS 30 INCHES AND IS LOCATED IN A PUBLIC AREA. 4. THE WALL FOUNDATION IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. THE EMBANKMENT MATERIAL IS TO BE GRAVEL BORROW MEETING THE REQUIREMENTS OF 9 -13.14 OF THE WSDOT STANDARDS. THE BACKFILL IS TO BE PLACED IN THIN LIFTS, NOT EXCEEDING SIX INCHES IN THICKNESS AND COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. 5. (NOT USED) 6. ZONE OF INFLUENCE, FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. ALL DRIVEWAYS, PARKING AREAS, AND ROADS SHALL LIE BELOW THE ZONE OF INFLUENCE. 7. EMBANKMENTS BEHIND FILL SECTION ROCKERIES EXCEEDING 4 FEET IN HEIGHT SHALL BE GEOSYTHENTIC FABRIC OR GEOGRID. S. ROCK WALLS SHALL BE PLACED NO CLOSER THAN 5 FEET FROM THE EDGE OF ANY PEDESTRIAN WALKWAY, PUBLIC EASEMENT OR RIGHT OF WAY. 9. MAXIMUM HEIGHT, AS MEASURED FROM THE KEYWAY, IS EIGHT (8) FEET. ALL WALLS FOUR FEET OR HIGHER SHALL REQUIRE A BUILDING PERMIT. ALL WALLS TO BE CONSTRUCTED IN A FILL SECTION OR THOSE WALLS SUPPORTING A SURCHARGE (DRIVEWAY, ROAD, BUILDING OR PARKING AREA) SHALL REQUIRE DESIGN BY A LICENSED ENGINEER. 10. THE TOP OF ALL ROCK WALLS SHALL BE CONFIGURED TO PREVENT SURFACE DRAINAGE OVER THE TOP OF THE WALL. ROCK WALL, CUT & DWG. ST-26 & ST -27 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN HA GENS ON DETERMINE APPROXIMATE EXACT LOCATION OF ALL EXXIISTINGRUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY CONSULTANTS, LLC AND WHICHMI SERVE ANY A D ALL FOR ANY AND BUNDERGROUNDLUTILITIES�Y LOCATE CIVIL MNEERING alt LAND DEVELOPMENT CONSULTANTS I 648 -48TH AVE SW Seaffle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206'938 -7645 BEFORE YOU DIG smai H.Hagenson0(X)MCASTMET 1- 800 -424 -5555 FILL SECTIONS 143 475 0 +00 NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. lRAME AND VANED ORATE OR IT ONE A BAR HOOP FOR r HEIGHT TWO 113 BAR HOOPS FOR 17 HEIGHT RECTANOULAR ADJUSTMENT SECTION lee p3 BAR EACH SIDE i N 93 BAR EACH WAY PRECAST BASE SECTION 03 BAR EACH CORNER 18' MIN. G f SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES sD MAXIMUM PIPE ■ATSMAL INSIDE 3/19/1 DIAMETER REINFORCED OR 12" PLAIN CONCRETE o ALL METAL PIPE 15" CPSSP* HEH (STD. SPEC. 90520) 12" SOLID WALL PVC 15„ (STD. SPEC. 9-05.12(1y DATE PROFILE WALL PVC 15" (STD. SPEC. 9-05. 12(2)) •. * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alematives to the mbar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum are a of 0.12 square inches per foot shall be used with the minimum required niber shown in the ALTERNATIVE PRECAST BASE SECTION. Wine mesh shall not be placed in the knockouts. 2. The knockout diameter shell not be greaser than 20 ". Knockouts shat have a wall thickness of 2' minimum to 2.5' maximum. Provide a 1.5" minimum gap between the knockout well and the outside of the pipe. After the pipe is installed, fin the gap with joint mortar in accordance with Standard Specification 9 -04.3. 3. The maximum depth from the finished grade to the lowest pipe invert Shall be V. 4_ The frame and grass must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the wells may be eloped at a late of 1:24 or sleeper. B. The opening shall be measured at this top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. S. All grade rings and castings shall be set in mortar in accordance with Standard Speci icatbn 9-04.3. PUBLIC WORKS CATCH BASIN TYPE 7 SM. PLAIT - 200. DO 8 DEPARTMENT MARCH 2008 Dk FSS/ONAL�G\ EXPIRES 11/15/16 1 +00 CROSS SECTION - WETIDETENTION POND SCALE HORIZ.• I" = 0' VERT• 1" = 5' 4 REVISED PER CITY COMMENTS 3 REVISED & ADDED POND SIGN 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL NO. REVISION e "• • K11 F sCAJLEI 1 " =20' ONE INCH AT FULL SCALE IF N0T ONE INCH SCALE ACCORDINGLY VERIIG1L NAVD 1968 HORIZONTAL: HAD 1983/1991 DATU M sD WALL THICKNESS suRVEYM. OH =H 3/19/1 InZR REINFORCING STEEL IN EACH DIRECTION DESIGNM. HEH =H 1/31 /1 o -H 30 13 LL HEH =H 5/1/13 4.5' CHECKED: HEH BY DATE APPR -H EH sCAJLEI 1 " =20' ONE INCH AT FULL SCALE IF N0T ONE INCH SCALE ACCORDINGLY VERIIG1L NAVD 1968 HORIZONTAL: HAD 1983/1991 DATU M CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0% HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP MORTAR(TYP.) o z z = RerFanra+o erg trip.) 14' GRAVEL BACKFILL FOR � PIPEZONE SEPARATE BASE INTEGRAL BASE CAST4N4PLACE PRECAST VAN RISER 1? a: OMYa &K1ff, ILL FOR PPE zow 11FDOM SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS sD WALL THICKNESS THICKNESS IQ SIZE DISTANCE BETWEEN KNOCKOUTS InZR REINFORCING STEEL IN EACH DIRECTION N I INTEGRAL BASE to CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0% HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP MORTAR(TYP.) o z z = RerFanra+o erg trip.) 14' GRAVEL BACKFILL FOR � PIPEZONE SEPARATE BASE INTEGRAL BASE CAST4N4PLACE PRECAST VAN RISER 1? a: OMYa &K1ff, ILL FOR PPE zow 11FDOM SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS sD WALL THICKNESS THICKNESS IQ SIZE DISTANCE BETWEEN KNOCKOUTS InZR REINFORCING STEEL IN EACH DIRECTION SEPARATE BABE I INTEGRAL BASE 48' o s' 38' LL 023 46', 54', 69', 72% W OR 98' 54. 4.5' r 4T 8" 0.19 0.16 b •. r 48" P 025 I° STEPS OR 6" M 80" 17 LADDER 024 8d• CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0% HANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP MORTAR(TYP.) o z z = RerFanra+o erg trip.) 14' GRAVEL BACKFILL FOR � PIPEZONE SEPARATE BASE INTEGRAL BASE CAST4N4PLACE PRECAST VAN RISER 1? a: OMYa &K1ff, ILL FOR PPE zow 11FDOM SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS BASIN DIAMETER WALL THICKNESS THICKNESS IQ SIZE DISTANCE BETWEEN KNOCKOUTS InZR REINFORCING STEEL IN EACH DIRECTION SEPARATE BABE I INTEGRAL BASE 48' 4" s' 38' 8" 023 0.15 54. 4.5' r 4T 8" 0.19 0.16 W 5" r 48" P 025 025 77 6" M 80" 17 0.35 024 8d• r 17 7T IF 039 029 W I r IT 1 84" IF 0.39 029 NOTES 1. No steps are required when height Is 4D or less. 2. The bottom of the precast catch basin may be sloped to facltate cleaning. 3. The rectangular frame and grate must be Installed with the flange doom. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9.04.3. 5. All grade rings, risers, and castings shall be set in mortar in accordance with Standard Specficetion 9 -04.3. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALL METAL CP99P O SOLID PROFILE WALL WALL A^COO PVC@ 4Nr 24" 37 24" 2r I 30" sr 30' 38" 30" 2r 3s' ee" 38" 4r 38' 30' 4r 7r 42' 54' 4Z' 3W 48" s4" 54' e0' 54" i 38" 415" 618' 80" 7r Cmugebd PaWWWie SmDn Sa- Plpa (SkL 51- TIMM) 30 (Std. Spec. 9-05.12(2)) �® PUBLIC WORKS CATCH BASIN TYPE 2 SM. PLAN - 201'00 DEPARTMENT 8 MARCH 2008 . CITY OF RENTON Planning /Building /Public Works Dept. D- 311113 I CHECK FOR COMPLIANCE TO CITY STANDARDS I NOTES AND DETAILS LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 1A1- 5/1/13 C13 %Im: OR 13 NNNNAA a h F c� C7 �n a_ r;, 0 O nd r � a -d