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HomeMy WebLinkAboutR-418825O w 0) 0 U a- O cV (V C14 CD (V Cfl CV <D 0 a I Cn CID (V C Cn CID CV 0 CD CD DocuSign Envelope ID; 3B1B34D3-7EOA-476C-AD83-4329FFEOCIUS SURFACE WATER STANDARD PLAN NOTEST THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORAnD IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TQ EVERY PROJECT THE APPUCMT OR OWNER, HERBY REPFARED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAIN"G NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. TH€Y SHALL BE ADDED AFTER THE SURFACE VYATER STANDARD PLAN NOTES BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. :I ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESI4:3NED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDMI, RENTON MUNIGPAL CODE (RM%AND THE STARDARD SPECIFICATIONS FOR ROAD, BRIDGE AUND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE A MERICAN PUBLIC WORKS ASSOCIATION (APWA]. IT SHALL BE THE SOLE RESPONSIBILrrY OF T*IE APPLICAWTO CORRECT ANY ERROR, OMISSION OR VARUITION FROM T11E ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRAVING, PARKING. $ULDING. AND DRAINAGE PLAN DOE$ NOT CONSTITUTE AS APPROVAL OF ANY OTHER p4N$TRUCTMN IF G WATER, SEWER. GAS. ELECTRICAL ETC.k PLANS FOR STRUCTURES SUCH AS BRhOGES. VAULTS, AND RETAINING WALLS REQUIRE 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 FLANS WILL REQUIRE COORDINATION FC&LOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANTS SHALL BE ON T NE 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 THERE FORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVERAND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN- THE APPUCANT SHALL RECORO 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 FXM8. 7- VERTICAL DATUM SHALL BE NAV❑ 82 AND HORIZONTAL DATUM SHALL BE NAD!I' IPA STATE PLANE, NORTH], UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE SENCHMARK, DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 5 ALL UTILITY TRENCH BACKFILLANDRDADWAYSUBGRADE SHALL SECOMPACTED TO95%MAXIMUM DRY DENSITY PEOTECTION 2-013(14P-COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL 6E FIRM AND UNYIELDING BUT IN 4D CASE SMALL BE COMPACTED TO MORE THAN 132%. OF MAXIMUM ORY DENSITY 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CCTY AND NOTED ON THESE APPROVED PLANS- ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS III ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION YPIERE 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 FACILTNES SHALL BE 1N5TAU EO AND IN OPERATION PRIOR TO. OR IN CON4UNCTION WITH. ANY CONSTRUCTION ACTIVITY UNLESS OYHERW4SE APPROVED BY THE CTY. 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 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 80 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTT"D ON A UNIFORMLY DENSE UNYIELDING RASE ALL PIPE BEDDING AND RA." FILL $HALL BE A$ SHOWN ON THE CITY STANDARD PLAN 2P0.00, 220.10, AHD ZZO-21I 1 "s STEU PIPE SHALL SE ALUMINIZED. DR 13ALVANIZI D WITH ASPHALT TREATMENT 1, 2, DR 51NSIDE AND OUTSIDE. 14 ALL DRAINAGE STRUCTURES SUCH ASCAICH BASINS AND MANHOLES SHALL BEFITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 20420- 204,30. 204 40, AND 2T14.50- STRUCTURES SWILL HAVE • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF T14E ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY -BUT OUTS IDS OF THE CURBIGUTTER LIVE ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT OF -WAY OR IN AN EASEMENT TO THE CITY_ PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND FAS EMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LDGO. 15 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS UNES GF THE RENTON SWUM. 16 LIDS OF MANHOLES+CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17 ALL DRIVEWAY CULVJnRTS LOCATE D WITHIN CITY R14HT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DFrCH UNLE55 OTHERWISE NOTED, DRAWING 15 N DT TO SCALE LNTS1 E.. PLAN - 267,00 o PUBLIC WORKS SURFACE WATER STANDARD PLAN 020 DEPARTMENT NOTES (1 OF Z) stuchas�l�l ATE ❑ATE DacuSign Envelope I[]; 381634D3-7E0A-476C-AD83-4929FFE0C1U6 SURFACE WATER STANDARD PLAN NOTES; THE FOLLOWING ISA LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN TTTE DRAINAGE PLAN GET. ALL TlIE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT GR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES 1F NIT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL MDT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE HEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES I& ROCK FOR EROSION PROTECTION OF ROADSIDE OrTCHES, WHERE REOUIREO, SHALL BE OF SOUND QUARRY ROOK PLACED TO A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS. • 4 - a INCH ROCK 140 - 70% PASSING; • 2 - A INCH ROCK 130 - 404E PASSING: AND • LESS THAN 2 WCH ROCK 110 - 2M PASSING- 19. FOOTING DRAINAGE SYSTEM$ AND ROOF DUAINSPOW SYSTEMS SHALL NOT 13F INTERCONNECTED AND SHALL SEPARATELY CONVEy COLLECTED FLOWS TO THt CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CrrY, FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE SMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED, A CLEANOUI TOPPED WITH A BOLT -LOCKING LID MARKED 'STORM-OR'DSAIN- SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVAT E STORM DRAINAGE CONVEYANCE SYSTEM PER THE CETY STANOA AD PLAN 227-00- 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LI NE AND GRADE BYA SURVEYOR LIC ENSED W WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22. ALL NEWLY -INSTALLED AND NEWLY•REHABI LITATF-D (PUBLIC AND PRIVATE] STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCN ACCORDING TO THE CITY STANDARD PLAN 266.00 CC TV INSPECTIONS AND REPORTS SHALL BE SUBM I T I ED TO T HE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDfOR PAVEMPNT 23. ALL STORM SYSTEMS AND CONNECTIONS TD EICISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-M.3(1; OF THE WSDOT STANDARD SPECIFICATIONS AHD IN THE PRESENCE 4F A REPRESENTATIVE OF THE CRY. STORM ORAI N STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. ..T FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMEN7 SITE, 70 MAINTAIN THE MOISTURE CAPACITY OF THE SO, 1. EITHER STOCKPILE AND REDISTRIBUTE THE EXIS7ING DUFF LAYER A1ND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 2U_0G 25 ISSUANCE OF THE BUILDING OR OONSTRUCT" PERMITS BY THE CITY DOES NOT RELIEVE THE APPLIGANT OF IHE CONTINvIrcG LEGAL OBLIGATION ANDOok LIABILITY CONNECTED WITIi STURMWATER DISPOSAL, THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTI ENS NEEDED TO PROTECT THE LIFE HEALTH, AND SAFETY Or THE PUBLIC, AND 70 PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE DF WORK $HALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT405-WAY THAT MAY INTERRUPT NORMAL TRAfFK, FLOW $HALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE C TrY ALL SECTIONS OF THE VIi=T STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SWILL APPLY 27. PROJECTS LOCATED WITHIN THE CfTY'S AQUIFER PROTECTION AREA (APAI SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS [RMC 4-3-0601. a- PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE. LIDS, CLLASOLITS, INLETS. ETC.) IN THC STREET TRAVEL LANE WHEEL PATH, * EFk%CTIONSOF STREE T TRAVEL LANES, DIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER Pp5S46LE- ANY SURFACE APPURTE MAKE PLACED IN A SI DF WALL[ OR CROSSWALK SHALL DE PETTED W ITH A NON -SLIP OR NON-SKID Llp PER AOA RECIU IREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 3D. MINIMUMCOVEROVEASTORMDRAINAGEPIPESMALLCONFORMTOTASLE42.1A2OFTHERENTONSWOM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERM EAGLE ENOUGH TO ABS(R WATERAT A MINIMUM RATE OF 2C INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPUANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER (S POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE, IF ONLY A MI NOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, TH EN THE PAVEMENT IS CONSIDE RED TO MEET THE MIN IMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE. CONDUCTED PER 1.000 SOLMM FEET OF PERMEABLE PAVEMENT. IF THIS TESTIS NOT CONCLUSIVE - THEN ANOTHER TEST PER ASTM C17DT SHALL BE CONDUCTED. FOR LARGE AREAS (£. G., PARKING AREA3I, TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1791. UNLESS OTH ER W I5E NOTED. DRAW I NG IS NUT TO 5CALE I NT5I STD, PLAN - 267.10 rn-OR PUBLIC WORKS SURFACE WATER STANDARD PLAN �dhy: DEPART NOTES (2 OF 2) S�rr'tin PaStUChJ1�x9z� 4' i]BAB.a4d DAT1 1 8:4, 9:48 ASBUILT ROAD DRAINAGE NOTES AND DETAILS OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ZS 1/2. �12 7/8" LANE LIFE MARKING 2" - 6, HMA (SEE MOTE 2) 2101 2" HMA (SEE NOTE 2) 2" SAINCUT AND REMOVE DR PLANE, SEAL WITH AR-400OW VARIES; 4,5' MIN. SAWCU T AFTER BACKFILL DEPTH OF EXISTING PAVEMENT EDGE OF PAVEMENT, EDGE 1 OF CURB & GUTTER, OR MIN. CENTER OF LAME LARKING 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSD07 STANDARD SPECIFCATIONS, COMPACTED TO 95% MODOED PRoCTDR CSTC, BANK RUN GRAVEL FOR TRENCH 13ACKFILL (9-03.19), GRAVEL BORROW (9-03.14{1}) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPRQVEO IN WRITING 8Y ENGINEER BASED ON GEOTECH REPORT, CCIMPACTED TO WIDTH OF TRENCH AS REQUIRED BY 512E OF 0 95% MODfFIED PROCTOR. PROPOSED IMPROVEMENT (SEE W900T STANDARD SPECIFICATION 2-09.4} PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSOOT STANDARD SPECIFICATION 7-a8.3(1)BL * FDR STORM AND WATER PIPE, PER STO PLAN 220.0 • FOR SANITARY SEWER, PER STD FLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WIT1i 95% PASSING A #4 SIEVE AND LESS THAN 52 PASSING A P200 SIEVE DOTES; T- WHEN EXISTING PAVEMENT IN A LANE REOUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LAME, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL. BE REMOVE[] AND REPLACED WETH HMA WATCHING THE DEPTH USED IN THE EXISTING STREET OR THE nEpfiH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J° PG 54-22 AND WATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5", RESIDENTIAL ACCES$ STREETS - HMA CL J" PC 64-22, THE THICKNESS SHALL RE THAT OF THE EXISTING PAVEMENT SECTiON AND IN ND CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LAME SHALL BE PLANED AND OVERLAID WITP HMA FULL WIDTH, THE CUPR & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANET} OR REMOVED AND OVERLAID WITH HMA- 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AN10/0R CURBS, THEN T11F SIDEWALK AND/OR CURB SHALL 9f REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, W TRENCHING THROUGH EXISTING DRIVEWAY OR SICEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS, STD. PION - 110.1 TYPICAL, LONGITUDINAL PATCH PUBLIC i+TQRI{S FOR FLEXIBLE PAVEMENT OR f'l'I:• ' I :y DEPARTMENT RIGID PAVEMENT WITH OVERLAY LOP FOUND PUNCHMARK IN BENCHMARK y4" BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. RECORD DRAWINGS AS BUILT REVISION TJS 110110121 BJT I s"mEym- z M N/A ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDINGLY oDi o� oQz OE o❑a OEJ o® o I2 oQs o© A.1P v OQ o© 3" f Noll J_ L 28 1 /4" TYPE 2 (FRONT VIEW) O 13" GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI 0 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/2" - 4 1/2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL. CEMENT CONCRETE CURB AND GUTTER PER STANDARDS -12 7/8" 3" 10" 28 1 /4" »W» I »X» 17" L »X "� 12 5/8" 17" PEDESTAL »W» rrX» "31 " "X »� 12 5/8" 31" PEDESTAL TYPE 4 (FRONT VIEW) 16 17 5/8" rNotes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion „B„ resistant components C 3) Parcel components prepared for U.S.P.S., provided »A" „D„ 306P lock. • ° a • b. 3.5' X 3.5' X 1.0' THICK MAILBOX FOUNDATION OPTIONAL COMPACT GRAVEL-' OF CRUSHED STONE (OMIT (SIDE VIEW) WHERE SOLID ROCK OCCURS) UNIT TYPES 5' CLEAR WIDTH Y„ 4-1/2" DIA. - ANCHOR BOLTS BUTYL RUBBER PAD MATCH EXISTING GRADE IN PAVED ARFA I a < a^ a "Z 4 RODS ON 114" O.C. MAXIMUM EACH WAY 5" THICK CONCRETE SIDEWALK PER STANDARDS 3" TYP. FIRM UNDISTURBED SOIL OR WELL COMPACTED SOIL TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17" TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" 10" 4" 9 5/8" 31 " 8 1/2" loll 4" 9 5/8" VERTICAL: NAVD 1 HORIZONTAL: NAO 1983 1991 DATU M MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON NASsiv Planning/Building/Public Works Dept. 1423 �F S16NA L '� D/10/20 V C C O V. ..ww YI . _ 0 of C W fV L`M a00N M •� �Q� LO i Ln 4-+ f V /c�v W O U 00 r Y N R-418825 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT ROAD DRAINAGE NOTES AND DETAILS EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H 4)♦ L� TT- V J O 0 I Q w O 0 Q J ~ N 0) O T CV LnO z DATE1 10/10/2022 m 0 FlELOB001C PACE: DRAWING NOT �w c/') SFIEE * 25 OF* 47