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HomeMy WebLinkAboutzS-4165SetLO Q0Ln I N CD I i � o LO J � J t\ Q N cn I n O t� m L0 LO L0 J J N n 00 N N CD N N rn rn L0 i 0 i_ 0 Ln / 0 0 W O i Z L� N F BOSAIR LL , C000�� WATER MAIN CONNECTION NOTE: `� \ \ NE1/4, OF THE NE1/4 OF SEC. 18, CONTRACTOR TO INSTALL DEAD -MAN BLOCKS ON EXISTING MAIN AND NEW MAIN PRIOR TO ss ss ss / \ TWP 23 N. RGE 5 EAST W. M. MAKING THE FINAL CONNECTION. RESTRAIN THE BEND TO THE DEAD -MAN BLOCKS WHEN THE 30- CITY OF RENTON KING COUNTY WASHINGTON FINAL CONNECTION IS MADE. SEE DETAIL SHEET C5 F, ss 0 �� RECORD DRAWING °o� NOTE: 04 CONTRACTOR TO COORDINATE WITH BOEING AND RENTON AIRPORT FOR THE LOCATION OF \ / 'PIP SHUT-OFF VALVES PRIOR TO THE START OF WATER MAIN CONSTRUCTION. ' � \ c \ \ \ RIMRIM=27.89 0 10 20 40 1tz6.46 ((8NW" \ \ \ ) EXISTING � \ � \ \ SCALE: 'I -20 cb I- /z- o TYPIBOLCALD `� �F`�. \���'AO-Z f , \ / / 0 X .t1 SIGN ya CLEANOUT \ \ \ o \ v \?a\ \\ \\ \ \\ \ I \ \ \ EX. FIRE UTI IT � ❑ , \ HYDRANT V�U LT El/ \ \ F \ ��\ FUEL • \ \ ' \ LIMITS OF 100 YEAR FLOOD PLAIN � '` '� LID DECK ` / GAS GAGE & VAULT / \ \ \ `ELEC BO \ \ \ \ \\ (CONTAINED WITHIN THE EX. LEVEE) / GAS BLOWOUT \ O\R WALL FUEL LID \ M \\ \e \\ \2 GAS VAULT �` I OWOUT \ (4) POWER, '`, \ � \ '''`, \ \ \ \\ 0 EX. CB-N TYPE II RIM=31.27 \ Q IE=28.97 (12" SE) IE=28.77 (12" N) EX. CB-M, TYPE 1 RIM=30.78 IE=29.34 (8" SE) IE=29.15 (12" NW) \ r \\ WATER MANHOLE EX. CB-L, TYPE 1 RIM=30.55 IE=29.60 (8" NW) Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com O .-- WATER AND SEWER PLAN FOR J FIRE HYDRANT & WATER VALVE `, � `, 289 BUILDING METERS \ \ \ \ \\ aye (EXISTING) FF-31.80 \ \ \ \ \ \ �` KC WTD/METRO MH R01-35 � RIM=29.72 \ \ IE=17.57 (24" SE) POWIE=17.67 (24" NW) ER \ A\ \ \ \ \ 287 BUILDING \ (EXISTING) \ / FF-31.80 \ s \\ �\ \ \ \\ CB-E RIM=29.72 IE=28.22 (6" SE) SDMH-B RIM=29.78 IE=24.43 (12" SW) IE=23.18 (24" SE) ra TRgc \ \ \ \ \\\ S` \ \ 6''`. / \\ \\ \ TEE NEW 8" SEWER MAIN IN TO EX. 24" /rs \ \ \� \� \ KC METRO LINE APPROX. IE=17.76. S CONTRACTOR TO FIELD VERIFY LOCATION OyA AND DEPTH PRIOR TO CONSTRUCTION. 4 \ \ \\ \ SIGN ADJUST POINT OF CONNECTION AS a \ SIGN ` \ NECESSARY BASED ON FIELD LOCATION TO `� \ \ KEEP NEW CONNECTION PERPENDICULAR EW ADDITION \ \ \ \ TO EX. MAIN. 54 LF 8 FF-31.80 \ " SS ®13.96% \ \ \\ \\ \ \ \ \ \ \ SSCO #1 C7 C7 \ c \ ` RIM=31.78 6 SCO 3 RIM=31.7 \ \ \ \ \ a IE=27.90 (6NW) _ _ J) IE=25.30 / PFRMR � \ �� 25.3�9, (8 IN 2 LF 6" SS @ 30.00%,' R A SIGNAl \\ \\ \\ \ \ a INSTALL: �'a; ; x AUL 1-12" 22.5' BEND (MJ) "-" CONNECT TO EX. 12 WATER MAIN. �V DEADMRN ANCHOR SEE ' CONTRACTOR TO FIELD VERIFY ,--9 PRIOR TO CONSTRUCTION X \ \�� NOTE ABOVE _- SEE WATER MAIN CONNECTION \ \\ \ EX. CB-K, TYPE 1 - NOTE ABOVE\� \ �� RIM=31.164 --- S-416501 IE=28.31 (8" S) \ `� " `�O\ '`\\ \ \ \ CB-F 8 LF 6 SS ®31.62% �\ / ,� RIM=31.41' I I CB-D EX. 12" WATER ', �' I / \ � 116 LF 12 DI WATER IE=27.53 (8" SW) `� � I -27.37 (12 sE) ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS -_ - APPROXIMATE L 11 \ 1 IE7.35 (12" NE) LEASE LINE I EXISTING I \ I i > CONNECT TO EX. 12 WATER MAIN. I CONTRACTOR TO FIELD VERIFYK BUILDING PRIOR TO CONSTRUCTION CB-G FND 4x4 CONIC MON I c SEE WATER MAIN CONNECTION / RIM=31.03' I WITH 1-3/4" BRASS POWER POLE NOTE ABOVE IE=27.35 (8" NE)DISC W/PNCH W/ GUY WIRE SIGN .�ti/l / LI Su BCE SCALE. DATE. HORIZONTAL N D ;9 3i,99, WATER AND SEWER PLAN 9/27/21 DESIGNED: 1 »=20' � CITY OF 3 RECORD DRAWING ZTW 9/27/21 ZTW F 0 R Fl°LDBOOV_ RENTON PAGE ONE INCH 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °�"""` ZTW . B 0 S A I R , L L C DRAWING NO: DATUM 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 289 E PERIMETER ROAD ZTW IF NOT ONE INCH NO. REVISION BY DATE APPR APPR DKB SCALE ACCORDINGLY RENTON, WA 98057 SHEET: C4 OR 7 J J Ln 1 O 1 U J J V J LO LO LO J J N n T'-) N CD N N \ I Ln c 0 .5 C) (1) 0 Ln Ln Ln U) !n CD (D LJ CD Ln Z H� ELI .ml BOSAIR, LLC NE114, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON RECORD DRAWING Docu5ign Envelope ID: 3B1834133-7EOA476C-ADB3.4329FFEOCI08 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-AD83-4329FFEOCiO8 SURFACE WATER STANDARD PLAN NOTESI THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SAN L BE WORPQRATE.4 IN T14E DRAINAGE PLAN SET. ALL THE NOTES Old THE LJBT MAY NOT PEERTAIN TO cvF=ky PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO A5 APPLICANT. MAY STRIKE OUT IRRELEVMIT NOTES IF OT APPU CABLE TO THE PROJECT- HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFINC ASPEG15. THEY 51FWLL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCC URS, A PRE-CONSTRUCTKKJ MEETING SHALL BE HELD AMONG THE CRY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATF- AND FF--DERAL PERMITS PRIOR TO CONSTRUCTKIN. 7 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL [RENTON SWDMI, RENTON MUNICIPAL CODE IRMO). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDDT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TD CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TC THE CITY. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATE R SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE C ITY PRIOR TO CONSTRUCTIO N. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDNG TO THE APPROVED PLAINS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CRY. 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 0 THE LOCATIONS OF A1.L EXISTING 11TU.1TIES SHOVAI 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 T ! Y UTILITIES CON TRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCH IONS SHOWN AND TO FURTHER DISCOVER AND AVC D AN OTFYER UTILJ ES HOT SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUNT DRAWINGS ALL UNDOCUMENTED UTILITIES D INOVERED AND ANY CHANGES TO TH E APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTWY THE ENGWEEJR OF RECORD IF A CON FLJCT EXfSTS. 7 VERTICAL DATUM SHALL BE NAVD M AND HORIZONTAL DATUM SHALL HE NAD 33 (WA STATE PLANE. NORTH}, UNLESS OTHERWISE APPROVED BY THE CITY - REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS, 6 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03-3(14)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALLTRMC14 BACKFIU- SHALL BE FIRM AND DNYIELOING HUT IN mD CASE SHALL BE COMPACTED TO MORE THAN WNk OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTTNG ROADWAYS FOR STORM DRAINAGE WORK IS NCSFALLOWED UNLESS SPECIFICALLY APPROVED BY THE CDYAND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTURATIQN STANDARDS 10. ALL PIPE AND STRUCTURES SHALL. BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START CF CONSTRUCTION WHERE SHOWNI ON THE PLANS OR WHERI. DIRECTED BY THE CITY. THE EXIST W G MANHOLES. CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. L FACILITIES SHALL BE IN STALLED AND IN OPERATION PRIOR TO OR IN CONJLN4CPON WiTR ANY CONSTRUCTION ACTIVITY UNLESS OT ERMSE AL FLOW CONTROL H APPROVED BY THE CFTY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION I N ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BR IDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMEN T AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIP❑RMLY OENSE, UNYIELDING BASE. ALL PIPE OF001NG AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220-110, 220.10, AND 220�0 13 STEEL PIPE SHALL BE ALUMINIZED- OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH ASCATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 24 10. 284.40. AND 204.50. STRUCTURES SHALL HAVE - RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURWGUTTER ERNE. • ROUND, SCUD LIDS DISPLAYING THE CITY LOGO WHEN WITHW THE PUBLIC RiGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT43F-WAY AND EASEMENTS TO THE CTTY SHALL NOT DISPLAY THE CRY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SNARL BE PLACED IN ACCORDANCE WITH TABLE 4. I EASEMENT "CITHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM 16 LIDS OF MANHOLESICATCH BASINS WJTHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAYING ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL F WISHED GRADES, UNLESS OTHERWISE SHOWN 17 ALL DRIVEWAY CULVERTS LOCATE D WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFC[ENT LENGTH TO PROVIDE AM INIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. EX 17 DI WATER LINE URL-55 OTH ERW ISE NOTED, DRAWING IS NOT TO SCALE I TUTS) STD. PLAN - 257.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN "MoNwhx: DEPARTMENT NOTES (1 DF 2� artin Pastucha8/13/2nza =":`v,,,w�,o^,,.e..^^ DATE 1 8:49 18" 4' 4' 18" SHACKLE ROD PER CITY OF RENTON STANDARDS a F -, ------------------ ----- ---------------- ---- L_ � _J A INSTALL: 1-12" 45' BEND (MJ) 2-7' WIDE x 4' HIGH x 18" THICK CONCRETE DEADMAN ANCHOR W/ SHACKLE ROD PER CITY OF RENTON STANDARDS WATER MAIN DEADMAN ANCHOR DETAIL SCALE: 1 "=2' Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SURFACE WATER STANDARD PLAN NOTES: THEFOLLOWING 5 U TING HERALNOT S THAT E INCORPORATED DRAINAGE PLAN ET. ALL THE T Y 7 AfN TO L%-Ll,, f A S OF GE E SHALL B FORA ED IN THE S NOTE& ❑N THE LIS MA Nq PERT PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLI CABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY BHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 18 ROCK FOR EROSION PROTECTION -DF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11I FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - B IF1CH ROCK (40- TO% PASSING, • 2-4 WCH ROCK 730- 417% PASSING; AND . LESS THAN 2 INCH ROCK 110.209E PASSING. 19 FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCiONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FA 4UTY ON THE SFTE, UNLESS APPROVED 11Y THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A SOL T-LOCKING LLD MARKED 'STORM' OR'DR.&jW SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-00. 31- ALL STORM SYSTEM EXTENSIONS SHALL BE STAK!=D FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO C❑NSTRUC TION 1 22. ALL NEWLY41NSTALLED AND NEWLY -REHABILITATED [PUBLIC AND PRNATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPIECT1aN5 AND REPORTS SHALL BE SUBM ITTED TO THE CITY PRIOR TO RECEIVING APPROVAL PD INSTALL PROJECT CURBS, GUTTERS ANDKIR PAVEMENT 23, ALL STORM SYSTEMS AND CONNECTIONS 76 EXISTING MAINS SHALL BE TESTED IN A [ 1 ❑ ACCORDANCE WITH SECTION 7-04.3 1 THE WSDDT STANDARD SPECIFICATIONS F AND IN THE PRESENCE 43F A REPRIESENTATTVE OF THC SHALL FI CITY. STORM DRAIN STUBS E TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24. FOR ALL DISTURBED PERVIOUS AR EAS ICOMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SON EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SAIL WITH COMPOST EN ACCOR DANCE WITH STANDAR O PLA. , 234.00 ?5. ISSUANCE OFTHE BU ILDJNG OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL {76LIGATIOH AN01OR LIASILT CONNECTED WITH STORMWATER 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 ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY O THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORKWITHIN THE TRAVELED RIGKF­C�F-WAY THAT MAY INYERRU PT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAIN APPROVED BY THE CITY. ALL SECTIONS OF 171E WSDDT STANDARD SPECIFICATIONS T-10 T EMPORARY TTRA-mc CONTROL SHALL APPLY 0. PROJECTS LOCATED WITHIN THE CFFY'S AQUIFER PROTECTION AREA (APAy SHALL COMPLY WITH SPECIAL REQUIREMENT P6 OF THE REN TON SWDM AND AQUIFER PROTECTION REGULATIDNS (RUG 4a-V%). 1 28- PLACEMENT OF SURFACE APPURTENANCES CATCH BASNIMANHOLE. LIDS, CLEANOUTS INLETS. C. INTHE STREET TRAVEL LANE WHEEL PATH INTERSECTIONS OF ( L E ET } Y ET TRAY L ES BLW $ SIDE ALJ(S AND C:R SS VOID 3 HEN PO 1 S RAC APPURTENANCE. PLACED IN A S RE E LAN LANE W P WAd-15$$HALL BER E W EVER SS SLE A!<Y O F E U $IOEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS. -19. CLEARLY LABEL PUBLIC AND PRNAT£ SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAI NED BY THE APPLICANT, 30. MINIMUM COVER OVER STORM DRAINAGE PEPE SHALL CONFORM TO TABLE A2-1.A2 OF THE RENTON SWUM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MIHRAUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT Vk$T 10 MINUTES. COMP4ANCE WITH THIS MINIMUM RATE SHALL BE GHECKEO PRIOR TO H POURED HF CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 taALLONS OF WATER 43 DU ED ONTO T F V PAVEMENT SURFACE ALL AT ONCE. I F ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE Of ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.Wo SQUARE FEET OF PERMEABLE PAVEMENT. IF TRA, TEST 43 NOT CONCLUSIVE. P T THEN ANOTHER TEST PER ASTM C170 SHALL BE CONDUCTED. FOR LARGE AREAS E.G. PARKING ARFA5 TESTING OBSERVATION MAYBE ACCOMPLISHED INHALE I I. WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED U SAND ASTM C1781. UNI USS OTHERWISE NOTED. DRAWING IS HUT TO SCALL'N'IS STD. PM - 257.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN eB"dnr /1312020 DEPARTMENT NOTES (2 OF 2) Aartin Pastuch BATE NEW 1T DI WATER LINE D 4' D 0 D INSTALL: 1-12 45' BEND (MJ) II I TOP SECTION VIEW "_T TO SCA.L= SIZING OF BLOCK SHALL BE VERIFIED B Y DESIGN ENGINEER BASED ON SPECIFIED DESIGN CRITERIA. DEADMAN ANCHOR SCHEDULE OF LINE SU "A' V `G' V 3/4' RODS fi" 2"-0" 1'-0" V-6" 1'-0' B° 10° 12" °-6" 2"-1 V-6" V-6" 4 16' T-O" 7-6' 8'-V 1•-6' 4 I. CFA42PETE ENALL 3000 P.5.1. READY Nix POURED N PLA{E, RONFUBCED E:An SHALL BE DETORMED BAfiS AND RED 1R. 3. FORU'ARMW TJRK AT ACE f RNG10FA WALLS MUST BE R1mp*0 T. 9M5X WAL AS FACE Of BASED ASTM MIST BE CCMPACTEO T4 95X KAx PRY pEH9 Fr BASED ASTM D1557 PRIOR TO ROHSTATNG 5[ITVICE OF THE WATCR MAW. 8:48 2-7' WIDE x 4' HIGH x 18" THICK CONCRETE DEADMAN ANCHOR W/ SHACKLE ROD PER CITY OF RENTON STANDARDS WATER MAIN DEADMAN ANCHOR PLAN VIEW NOT TO SCALE SURVEYED:BCE DESIGN 3 RECORD DRAWING ZTW 9/27/21 ZTW 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °R'""` zryy 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: ZTW NO. REVISION BY DATE APPR APPI : DKB SIDE SECTION VIEW NOT 10 �CLE InN, 3/A- CORTEN COk1y1UpU5 - I TN A STA INKAD ROD$ N LIED h TA Y IR SYI�IE CPU. OUNO PWT . H e TO uaTd1 BOLI HOLES i sEE ABLE eELp HIP t x7 I x p• 3 h 4 D e V ELEVATON VIEW CONCRETE DEADMAN BLOCK ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 14 11E6AR AT a QN WATER VAIN 150• STANDARD HDDKS a BOTH EAD13 EROSION AND SEDIMENT CONTROL ESC STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC 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 REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. 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 APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN 7 DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED AND STORMWATER CONVEYANCE SYSTEMS FACILITIES AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 268.00 c®• STANDARD PLAN NOTES PUBLIC WORKS EROSION AND SEDIMENT CONTROL [1110VLD: 1� DEPARTMENT GAZ 9/28/201$ DATE UCITY OF + RENTON s Planning/Building/Public Works Dept. R -416504 S-416502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS FOR BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 DATE, 9/27/21 PAGE: SHEET: OR C5 7 U J J CQ0O Ln I l� 1 N � 1 � 0 J r J N I\ Q ^N cn IML O Il I T L0 LO LO J J N n N CD N N I u Ln C 0 .5 C) a LCJ Ln i 0 0 W CD Z Bn aacnl n I ec, en Ur>s o-n 'S=H 40 GASKE:TEI7 SELL i13t6 55 HRND, SCREW, &HOUSING IZED AND INSTALLED PER MFGR iSTALLA71ONS OR 8" STUROU'i, IRE DRILL PER MFGR ENSERTA TEE _ E-112'YO HOLE INSEMA TEE _ &WW O HOLE NOTE: DETAIL SHOWN IS FOR PVC PIPE TO CONCRETE SEWER PIPE, DETAIL FOR USE OF OTHER PIPE MATERIAL5IS SIMILAR. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS. N.ICHAMPHOLIKE9 �� �r VIiII�'ir y WASTEWATER TREATMENT ENVISION DIVISI UTIL 80539 CON' RET TIES 33 D5 34 CONCRETE PIPE PVC PIPE CONNECTION -:•i:.l�it1-.I: -:.�- - 3305-301 arE, MA F. MARTINEZ °�� NG;NFFr ENGiNFFrz oes ENG LEAD <I.. .1 0 +R7mar Aavo HATE A Ir F, v v v F. KING COUNTY WASTEWATER TREATMENT DIVISION NOTES: 1. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.TEAM®KINGCOUNTY.GOV AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE FOR THIS PROJECT. 2. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.TEAM®KINGCOUNTY.GOV AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE KING COUNTY SEWER PIPE. 3. KING COUNTY MUST BE PROVIDED WITH THE CONTRACTOR'S CONTACT INFORMATION PRIOR TO THE START OF CONSTRUCTION. 4. THE PROPOSED CONNECTION TO THE 24" BOEING RENTON TRUNK SHALL BE MADE BY CORE DRILLING AND USE OF AN INSERTA-TEE CONNECTION SIZED AND INSTALLED PER MANUFACTURER INSTRUCTIONS. 5. A KING COUNTY REPRESENTATIVE SHALL BE ON SITE AT ALL TIMES DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE BOEING RENTON TRUNK. 6. KING COUNTY DOES NOT GUARANTEE PIPE LOCATION, DIAMETER, OR INVERT ELEVATION; THEREFORE, FIELD VERIFICATION IS RECOMMENDED PRIOR TO CONSTRUCTION. 7. NO DEBRIS SHALL BE ALLOWED TO ENTER THE KING COUNTY SEWER SYSTEM DURING THE CONSTRUCTION OF OR THE CONNECTION TO THE BOEING RENTON TRUNK. 8. ALL WORK ON KING COUNTY PIPELINES AND FACILITIES SHALL NOT BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 9. THE PROPOSED CONNECTION TO THE BOEING RENTON TRUNK SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. 10. UPON COMPLETION OF THE WORK, THE CITY OF RENTON SHALL PROVIDE KING COUNTY WITH AN "AS -CONSTRUCTED" DRAWING OF THE NEW CONNECTION TO THE BOEING RENTON TRUNK. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com ELI .al BOSAIR, LLC NE1/4, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON CCnnr-\ f1n A\A11I N I� MANI--, ii.E FRAWE AND COVER SEE STET PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 5 CONE (ECCENTRIC) RU139ER GASKETET) JOINTS IN ACCORDANCE W1T`i A5TM C-443 STEPS - POLYPROPYLENE STEPS SHALL DE [NCLUDEC+ . ,' I,' FETE RISER BY PIPE INC., F=Q0VED EQUAL. I F= RENE FE ,LTT,,: QED TO LAANHOLt :'.Ah. PIPE SIZE - 'E' CONCRETE SIHELF PP.ECAST BASE SECTION OR CAST' IN SHELF, A, `, 45'" MH ¢8" 6" MIN 5"VIN 24" MIN. 21" I.D. 54" MH 54" 8�'MIN. 5.5" MIN. 24" MIN. 24" I.D. 64" MH 60" 8" MIN- G- MIN. 42" MIN_ 30" I,D. NOTES: 1. STEPS TO BE PDLYPRGF 1 L_ IF 2 STEPS ARE TO BE IN PLACE -- _ :- I.='.I•_LL=E-_TI'_:I_ _ '.I_ ,LC "dG Si'IALL BE PEP d ..LE SECTICINS TC F F-',- F [:'RECAST '1, Fr-_ _ISTMENT OF THE - T1,._ GE =BALL BE PE- _. F_."I -:-E - :- WmE. IY PROHIBITEC+- E. 5ANITARY SEWER M: ll,_•._ --- L __L INTERIM: - F.-. "IILI_L 1= Cl:aIaNELING, COATED {SEALEL)) W� I-' c _ ... L : JR'ETHANL +;iJAllf..•. 7'1AL.•:I_ M1+ :_:I:: _LICLAT 100 OR APPROVED EOUAt, CC'I_. 1- :HALL BE WHITE. 2. RUBBER GA5KETFD JQI. 1 tIAlI .� Ilv CONFORMANCE. WITH A$TM C-4-43 S. CH.ANNEI, HEIGHT SHAD I-F A ",, •'AUM OF 3/4 OF THE INSIDE DIAMETER ul- -HE LARGEST PIPE 9. CONNECTIONS TO MANHOI-F SHP PE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS C1R APPROVED EOUAt. 10- IN UNIMPROVED AREAS, MANHOLES SHALL ExTEND A MINIMUM OF 6" AND A MA:?IMUh1 OF 12" ABOVL FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 6()" IN DIAMETER Iyg STD. PLAN - 4010.1 r PUBLIC WORKS I RAVFi DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 1 DATA W (SEE NOTE 7) LIMITS OF PIPE ZONE REDOING MATERIAL FOR SANITARY SEWER PIPE (SEL NOTE 5)� O.d. OF PIPE FOUNDATION LEVEL \\ 6 'f BEDDING FOR SANITARY SEWER PIPE NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAK DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS- 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4, OF THE STANDARD SPECIFICATIONS. RECESSED Not to ScDIe LIFT POCKET o © FRAME f 3/4" LETTERING "SEWER- DIAMETER I 1 SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS S= LLB! jj LLJJ REF. PART #DO981177 E�11 LLLLIIII , -3/1 S" _ 8" CLASS "B" ASPHALT 1/I4" 12-1/2"�j I F� 214, ' 3/4� 1 BOLT DETAIL 45- (1 /8) BEND tT' 40 41 45• (1 /6) BEND SAND DR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIE11 BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3698 (PRODUCT NO, 00369603) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A 8" THICK, 2'-D" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 Av%L• PUBLIC WORKS S" OR 6" CLEANDiJT P 9/11/2019 1 DEPARTMENT FOR SANITARY SEWER MAIN GAZ ❑ ATF STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING UR DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 VATe 314' FLAT FACE GOTHIC C C, - n• DIA - 4C09 0 STORM 0 , 1" aaoo CC LI.IrB" DIA 1LE112' D. Ct13+d"•lfi S5 sOcrSET HEAI] CAP 15"DIA i 11 OPEN PICICFlDLE SCREW {ALLENFFAD] WMSHRS ON A 9^ DIA BOLT CIRCLE a13hs-61A SIB" 5PECIAL NOTE IN THE EVENT TRANSVERSE PA"ES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY F7xisnNC PATCH WIT41IN 10 FEET OF THE EDGE OF THE PATCH REOUIRED FOR THE NEW CROSSING AND ANY SUB9,FOUENT PATCH EDGE "T"N 10 FEEII OF THE EDGE OF THE SECOND PATCH AND 50 ON UP TO A TOTAL OF 300 FEET_ VARIE:� I MIN � MIN � AHH � MIN 1 }II 1 I } II I � I TRATII£ FLOW ` III 2" HMA II 2` TO 8" HMA I III 6.5' MIN_ 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES 6.5' MIN. T I 1 r vA1'IES �'{ i 1 MIN MIN !j I II Ir11N MIH 2" SAW -UT AND REMOVE OR PLANE. SEAL WITH AR-4-MOW (EACH SIDE) 2' HMA SAWCUT AFTER BACKRLL - (EAOH SIDE) WIDTH OF TRENCH A11 RD A 512E PROPOSED IMPROVEMENT (SEE W56OT 0T STANDARD SPECIFICATION 2-09 4) PLUS AN HALLALLOWANCE FOR ANY IREMENT SHORING, IF NEEDED, SHALL iAEEY THE REg111REMENTS OF W500T 5TANDARD SPECIFICATION 7-08.3(1)5 TRENCH WIOTH CAST IRON FRAME ANO PAVED AREA ITYP.I COVEN. SEE NOTE 3 ' EXTEND CE RISER 2' ABOVE DESIGN PONDINO IF�•il I - ELEVATION OR PER PLAN FERNCO GASIIETEO OUM CAP OR SIMILAR �� "• ' QESlGN PONDING e cLAss re' ASPHALT, SEE NOTE 1 _ FLEVATIQM 1� V STREAV8EO COBBLE PER wsoOT 943.11(2) ` - - !' COMPACTED SAND OR GRAVEL SACKFILL FOR DRAINS PER WSDOT 9.C3120) CLERHCWT RISER, 9EE NOTE 2 I' _1 - CLEANOUTR'1SM' 1 501E TIGHT 4W SEND SEE NOTE 2 IL - WYE SOIL TIGHT COUPLER - L LINDERDR,IN- FOOTMIG DR - - AIN C17iLECTOR, OR , r ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA •-�- lill�llii. TO OVERFLOW STRUCTURE OR 1` STORM MASH MECHANICAL PLUG OR C'ON11 IN UED CONNECTION TYPICAL CLEANOUT CONFIGURATIEINI NOTESI 1 DIAMETER TO BE 6-INCHE5 MINIMUM PRIVATE.84NCHES MINIMUM PUBLIC. UNDERDRALN PIPE PER BTD. PLAN 20210. 2. CLEANDUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNOERDRAIN. FOOTING DRAIN COLLECTOR- OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND "-OVER SHALL BE EJ PRGAUCTS JW5,ZIPY AND 3679APT OR APPROVED EQUAL COVER 10 0E LOCKING WFfH ALLEN HEAD 001-T, MAWD'STORW OR 'GRAIN•. d. FOR CLEANOUTS FULLY OR PARTIALLY WITHiN UNPAVED AREAS OUTSIDE OF BIDRETENTRM PONDINGAREA, POUR W THICK. 2�Q' SCUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 5.008 PSI GENERAL NOTES: 1. CLEANOUTS FOR UNDE RDFWN, 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 UNDERDFWN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL SE INSTALLED TO ALLOW FOR MMNTERANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3, CLEANOUT RISER SHALL HE LOCATED DLITSIDE OF BIDRETENTION PONDIND WHERE POSSIBLE 4. CLEANOUTB SHALL NOT BE LOCATED WITHIN THE STREET TRAM LANE, UNLESS OTHERWISE APPROVED BY THE CFTY. UNLESS OTHERWISE NOTED. DRAWING 15 NUT TO 5LA:E !• STD, PLAN - 226.00 ■ PUBLIC WORKS "E P° ' DEPARTMENT STORM SYSTEM CLEANDUT artiW�n,,,���,,�P��a.,.,,stucha ����'�2° 'ini.',,yyp.y,,vV VATF SURVEYED:BCE DESIGN 3 RECORD DRAWING ZTW 9/27/21 ZTW 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °RA""` ZTw 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/211 CHECKED: ZTW NO. REVISION BY DATE APPR APPROVED: DKB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM FACE OF CUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT J 2- - 6- MIN HMA (SEE NOTE 2) 5- CRUSHED SURFACING TOP COURSE (CST(;) (9-019(3)) PER WSOOT STANDARD SPEGFICATIONS, COMPACTEO TO 95:G VO(AFIED PROCTOR, CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03-14(1)) PER 'NSDOT STANDARD SPE01FICATIOHS OR NATIVE MATERIAL IF APPROVER IN WRITING BY ENGWEER BASED ON GEOTECH REPORT, COMPACTED TO 957E MODIFIED PROCTOR PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAT; 11, .' TYPICAL TRANSVERSE PATCH FOR' PIJLN - llp PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID DEPA'RTMENT PAVEMENT WITH OVERLAY EX. BUILDING FF=31.80 SECTION A -A SCALE: HORIZ. 1 "=5' VERT. 1 "=5' f1h 'I Aow CITY OF ;R RENTON Planning/Building/Public Works Dept. EXISTING GRADE ® SECTION _--RIM_31.56 ---- 4.44' 12" W IE=27.57 12" SD D IE=25.50 12" WATER MAIN CB#2 12.07' 0 0 4.30' R-416506 -416503 S IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS FOR BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 DATE: 9/27/21 RELDBOOK: PAGE: SHEET: OR C7 7 U J