No preview available
HomeMy WebLinkAboutR-419519Ln 0 w A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE X uSign Envelope 10: 3B1B34D3.7EOA-476C•ADB3-4329FFEOC108 DocuSign Envelope ID: 361834D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THEF A LISTING F N THAT H INCORPORATED rlV !NA T T T H 3H LIST MAY NOT TAINTEVERY FOLLOWING IS L S NG O GENERAL NOTES SMALL BE CORPORATED THE DRAINAGE PLAN SET. ALL Flit NOTES O E L S O PER O PROJECT. THE APPLICANT OR OWNER HERESY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES- F ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1- BEFORE ANY COIISTRUC71ON OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF PENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURINGALL NECESSARYCITY. STATE- AND FEDERAL PERMTS PRIOR TO CONSTRUCTION- S. ALL STORM DRANAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOMa). RENTON MUNICIPAL CODE (TtMC), AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSOOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA} IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLAN& ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD. GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E G. WATER. SEWER, GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. ANDRETAL4ING WALLS REOME A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION_ THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN AaPROFJAL FROM THE CITY_ 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER OISOOVER AND AVOID ANY OTHER UTILITIES NOT SHOMIN HEREON THAT IJJAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUPA SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE N D 83 (WA STATE PLANE, NORTHL UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHIMARK. DATUM AND ELEVATIONS 3KALL BE NOTED ON THE PLANS, 8. ALL UTILITY TRENCH BACKFILLAND ROADWAY SUBGRADE SHALL BE COMPACTED TO 957E MAXIMUM DRY DENSITY PER SECTION 2.0&3(14)0 - COMPACTION AND K401STURE CONTROL TESTS OF TKE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE MU AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 0% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE YWXM IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVEDPLAN5. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS- 10- ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LIME AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY. THE EXISTING MANHOLES, CATCH BASINS. OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11- ALL FLOW CONTROL FACILITIES SHALL BE RISTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH. ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELL40OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS VIELL AS PLACEMENT AND COMPACTION OF REQUIRED REDOING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UHIFORIMLY DENSE_ UNYIELDING BASE_ ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220-00.220.10. AND 220.20. 13 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2. OR 5 INSIDE AND OUTSIDE_ 14- ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SMALL BE FITTED WITH DUCTILE IRON, BOLT4-OCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 204.30, 204,40. AND 204-5A STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIDS'M4EN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROAD'h'AY. • ROUND. SOLID LJDS'A!HEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADV►AY. BUT OUTSIDE OF TFE CURWOUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO YWIKEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY- PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENT$ TO THE OITY SHALL NOT DISPLAY THE CITY LOGO. I5 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SW DM- 16- LIDS OF MAtVHOLESiCATCH BASINS WITHIN PUBLIC RIGH'T.OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MAHHOLE)ICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADE$. UNLESS OTHERWISE SHOWN- 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OFAVAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. VN66SOTHFRW*E NOTED. DRAWJ40 IS NOT TQ$CAL( (NISI STD. PLAN - 267.00 ■ PUBLIC WORKS SURFACE WATER STANDARD PLAN 69%K"bv: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 ala1>34san aarE XcuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA1638878 CLEAN SL:RFACE AND BOTTOM AREA PROVIDE UNIFOF A+1 CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM. AREA OF THE ADJUSTMENT SECTION _%Zov_ FRAME AND VANED GRATE L-I ADJUSTMENT SECTION I I I BASE SECTION SEE NOTE 4 NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH. OR SIDEWALK IH WHICH IT IS TO BE PLACED HAS BEER ESTABLISHED. AND UINTIL PERIAISSiON THEREAFTER IS GIVEH BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA. STANDARD SPECIFICATION 7.0&3- 2. $HMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMIS 13 PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. ONLY BY APPROVAL OF THE CITY. THE USE OF BRICKS IS PERMIT'TED WHERI; THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Jy BOND. 5, BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH WR7AAR. 6. MORTAR $HA L MEET THE REQUIREMENTS OF W$DOT1APWA STANDARD SKCWICATKOI 9.04.3. 7 PICK 1 LIFTING HOLES ARE TO BE GROUTED WATER T*HT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9.20.312)• 8. MORTAR SHALL SE MIXED AND APPLIED PER M(ATIUFACTUREFZS DIRECTIONS- 9. FRAME $HALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT LENGTH. 10 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. ux((SSOTHEkWS( NOTIO, CRAVING 15 NOT TO $CAU (NTS) STD. PLAN - 202.00 ■ PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT GAZ 9/28/2018 I a pWc x: ii .ar. �•,: a• DATE SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SMALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REtAAJIVING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUIIM DEPTH OF ONE (1) FOOT AM SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 -8 INCH ROCK 140. 70% PASSING: • 2 - 4 INCH ROCK f 30 - 40% PASSING. AND • LESS THAN 2 INCH ROCK 1 10.20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTEO AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW OONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE Shws, 20 THE END OF EACH STORM DRAIN STUS SHALL BE CAPPED. A CLEAMOUT TOPPED WITH A BOLTaACK)ING W MARKED 'STORM- OR •DRAIN' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE OONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.W. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICE44SEO IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22 ALL NEWLY -INSTALLED AND NEWLY-REHABIUTATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE OCiV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUSMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND'OR PAVEMENT. 23, ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04A1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STAI'IQARD PLAN 264.00. 26. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANJT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY CONNECTED WITH 3TORMV/ATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATPON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION, 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONVECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK riTTHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSOOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY, 27 PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (FtMC 4.3.060). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASMVMANHOLE LIDS. CLEANOUTS. INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE, ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER AGA REQUIREMENTS - 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SMALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 A2 OF THE RE14TON SWDM. 31 CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH S GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE- IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS C'ONSIOERED TO MEET THE MINIMUM RATE OF ABSORPTION, AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTTM C17DI SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKIING AREAS). TESTING OBSERVA71ON MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMNLAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTTD. rAAWI(G IS NOT TO SCALE INTS) STD. PLAN - 267.10 • PUBLIC WORKS SURFACE WATER STANDARD PLAN Radbr. DEPARTMENT NOTES (2 OF 2) artin Pastucha/13/20z0 "�Iiiai:iiasy44sa DATE DocuSign Envelope ID: 6EECF5B"02A-4E4A-B436-A317AA638878 29114' BOLT -DOWN HOLE (TYP.) - ST. 11 NC. SEE DETAIL AND NOTE 2 25 ur DO TOP 24 114' SECTION A -\-SEE DETAIL ISOMETRIC VIEW 3(1. 11A4' NOTES: 1 I 1. THIS FRAME IS DESIGNED TO ACCOMIWIDOATE 20' s 24- GRATES OR COVERS. 4 1 (r SEE STANDARD PLANS 204.10, 204.20, 204.30. AND 204.40_ 15,g- 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND t ! COVERS. UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. \ 314• / THE FRAME SHALL ACCEPT THE 51r-11 NC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 112• 3. REFER TO STANDARD SPECIFICATION 946.150) FOR ADDITIONAL \ DETAIL REQUIREMENTS RECESSED ALLEN HEAD CAP SCREW 518'-II NC K2• ORATE cRnvE I I SECTION BOLT -DOWN DETAIL SEE NOTE 2 UNUSS OTHERWISf NOTED, DRAWING 15 NOT TO SCAIf (NTSI STD. PLAN - 204.00 • PUBLIC WORKS D �It DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 hoc M'w A1+n rr»:. DATE 1', 2". 4',6". 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NO �G SEE �yP l ;i tS�N� #3 BAR EACH CORNER. 93 BAR EACH SIDE `Y `v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MEN. SEE NOTE I ALTERNATIVE PRECAST BASE SECTION ■ PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15, CPSSP•- 12, STD. SPEC, 9-0520 SOLID WALL PVC, STD. SPEC. 9-05.12 (1) t 5" PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVESTO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE: MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MI:VIMUIVI 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. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE: LOWEST PIPE INVERT SHALL BE S FEET_ 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 11­1:24V OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2), 8, ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE W ITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES, 9, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS_ 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME; IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, D RA W I N G IS NOT TO SCALE (NTS) STD. PLAN - 200.00 APPR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 6EECF566-602A-4E4A-6436-A317AA638878 24" ........ ........................... ....... ....: 112" I BOLT -DOWN SLOT. 314" SEE DETAIL AND 2 112" DIA. HOLE NOTE 1 1 IA' zo" a a a � � ��Q•�Q BOLT -DOWN SLOT DETAIL Q SEE NOTE 1 c:.................. ---- Tnp ISOMETRIC �-+-- 4 314" 1 1l2" 1518" MAX. SECTION A -5"- 3 112" 4" Fr1 112" SECTION C PUBLIC WORKS DEPARTMENT R39", SEE NOTE 2 R26", SEE NOTE 2 f2" SECTION B NOTES: 1, BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN :-LEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM- LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN, 3. REFER •r0 STANDARD SPECIFICATION 9-D5.15(2) FOR ADDITIONAL REQUIREMENTS. 4, FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204,00. U N LESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 o: RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 DATE 3I4" 314' DIA- HOLE 112" DIA_ HANDLE DocuSign Envelope 10. 6EECF5B6-642A-4E4A-B436-A317AA638878 CATCH SAM FRAME AND VANED GRATE PER STD. PLATE 204.OD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX ) MORTAR. (TYP. 1. SEE NOTE 5 4• MIN 28' MAX. 16- MUAx _ FLAT SLAB TOP 0 I � ev. 72•. W. 96% 12WOR 14 * ' SEE NOTE 6. TYP a 19 MAX. FOR AMAIHTENANCE STEPS OR LADDER �_ 1• MIN_ *0* RUING 24' Z 5 M(A17t. REINFORC;k4G STEEL (TYP.) ?LAN. 12• MAX. 12" r GRAVEL BACKFILL FOR PIPE ZONE .-I-BEDDING PER WSOOT STD - SPECIFICATION SECTION 0-03.1213) � a• SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED ri HEN HEIGHT 15 4* OR LESS, 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3, THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAMME MAY BE CAST INTO THE ADJUST7.4EW SECTION. 4 KNOCKOUTS MALL HAVE A WALL THICKNESS OF 2' F.1 VIMUM TO 2-5' MAXIMUPA. PROVIDE A 1.; MINIMUM GAP e =TAEEN THE KNOCKOUT WALL AND THE OUTSIDE OF 714E F F L AFTER THE PIPE IS INSTALLED. FILL THE GAP VIITH LINT MORTAR tw ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SK LLL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXB3.E CONNECTOR (KOR•N-SEAL 8007 WITH CORRUGATED PIPE ADAPTER OR APPROVED ECUAL). WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PPE, 7- MORTAR SHALL BE MIXED AND APPLIED PER UANUFACTURERS DIRECTIONS. B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH, O. ALL MORTAR JOINTS SK ALL BE TRIMMED FLUSH AND REMAW VISOL£ UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DUVAETER MIN. WALL THICKNESS WN. BASE THICKNESS WAJpMUM KHOCKOUT BIZ! MINIMiLI1A DISTANCE BFTWHRN KNOCKOUTS 48' ;' 61 36' 81 54• 4.5' a, 42• I)• 48- 8' 72' 6' 8' 60, 1 z' 84- 8• 1z- 72• 12' or 8' 17' 84- 12• 120" 10' IT 9G 12, 144" 12' 1 12- 108• 12' PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUMINSIDE DIAMETER CONCRre ALL METAL CPSSP' SOLPIDVc ALL PROFILE WALL 48- 24' 311 24• 1w 30, 54• 30, 31S Yr 34' 36' or 34' 42- 3T 4Z' 42• 72' 42' S4- 42' 4Ir 48, IN. M. 6T 54• 413' 48* 96' 60' 72" 60' 4LT' 48• 120' 6G w or 144• 78• 84 60• Ar 48- CORRU55ATE5 POLYETHYLENE STORM SEWER PPE (STD. SPEC. 9605.20) sm. SPEC. 9.0512(1) ' STD. SPEC, 9-051Y(2) UNi(SS 0T1I(R►VK( NOT(0. DI•A►r1NG IS NOT TO SCAI( (NTS1 STD. PLAN - 201.00 ■ PueLlc WORKS CATCH BASIN TYPE 2 I DEPARTMENT GAZ 9/2$f2018 I DATE Dow8ign Envelope 10. 6EECFSB6-602A-4E4A-B436-A317AA638876 BOLT-D()WN SLOT, SEE DETAIL AND NOTE 1 LETTERING itr ISOMETRIC ■ ■ R NOTES: 1. BOLT-OOYM CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TYi1O HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS- THE FRAME SHALL ACCEPT THE 5M*-11 NO x 2• ALLEN HEAD CAP SCREW BY 8EKVG TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-DMWJ HOLES VARIES BY MANUFACTURER, 2 REFER TO STANDARD SPECIFICATION 9{15.1$12) FOR ADDITIONAL REOUIREMENTS- 3 FOR FRAME DETAILS, SEE STANDARD PLAN 20400. 5' IX%%(SS 0bI£R1VIS£ NOT(0. 0M%MNG IS KOT To SCAT( (rs:tiJ STD. PLAN - 204.20 • PUBLIC WORKS I 1 DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I •w.c w /,e+rri+asr DATE :� :4 Cc v o m No w Coc C N � � y Cal • LL -.6 m o c_ 2 W U- 3 2b V O �o o a• C �z� n'� r i1 U @ s a c� i--I•-� a J(n w N� N3 LCi w \ U L17 7 C) O N O H Q Z Y 2 a LLI Q 0 0 U Q 0 m O Q LV LV LIJ Q 00 1_ 0 O L LI N Z (n O 11 Z N LIJ O - H Z N LLI U LIJ H W 11 J I uj +� Q ^� W 08 p Z O O bb ��♦ uj i�■I U) ~ uj CD Cd C Z a 0 a cy ,Ccd /06 Z nsoi SCALE: NOTED CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C3.1-C3.3.DWG Plotted: 4.07.22-09:41 By.(rvissia) BID #: C3m1 R-419519 Sheet 19 of 40