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HomeMy WebLinkAboutS-416503CQ0O 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