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HomeMy WebLinkAboutzS-3933Setm rn Cn cV S-37103 aoW SIP STA 17+60, 3.5 RT STA 17+72 .8"x6"TEE SECTION 14, TO NSHIP 23 NORTH, RANGE 5 EAST, W.M. RM EL"_ 501,73'TANDARD INV EL = 493:861493.9°'-.• CITY OF RENTON, STATE OF WASHINGTON I 30LF .'PVC INV EL = 493.40'-8"0 OUT W = 2.00% MIN. INV EL = 493.50'-8"0 INE NV EL =-494+6'494.50'-6" SSCO #4& S#4A STA 19++ 45, 2-8'-8a x6" TEE 0A9SSCO #1 AND SSCO #IB INV EL =300.71' 500.78'-8" STA .p,,wry�OKO INV 60LF fi P ~V4 6.9688 xry� •9,1N S°2.00R MIN. K,13 INV EL = 50i.51 50.38'-6" q INTER dT) 132nd ST I = 2.00% MIN. �,'1 xtii� (NE 2nd ST) &152nd INV EL =497:36 497.56'-6"AVE SE L STA 10+00.00 KING COUNTY R/W �a SE 132nd STREETDAR 0 Ln O (NE 2nd STREET) D O+ 19+0o d 20+40 N #WWP2703817 #S-371703 276LF 8" PVC S =490%-4.02% Ln w w w w w w w w w = ST srSr ST ST OR SP p�1 ST ST ST Q KING COUNTY R/W W KING COUNTY R/W pR #144260-0100 TL#144260-0110 TL I TL#144260-0130 SSCO #2 SSCO #3 144260-0120 # SSCO #6 STA 19+98-18+02, 8"x6"TEE STA 18+47, 8"x6"TEE B"xV INV EL = 49379' 495.09'-8" INV EL =-4=-40&-W85 496.92'-8" STA 20+05 8"x6"TEE 30LF 6"PVC 30LF 6"PVC INV EL =303+0'-503.19'-8" S = 2.00% MIN. I = 2.00R MIN. SSCO #5 3OLF2.0 6"PVC INV EL =49738= 497.52-6" STA 19+24 19+35, 00.49 TEE S = 2.00% MIN. INV EL = 404 36' 495.69'-6" I INV EL =308:62' 500.49'-8" INV EL = 563-98' 503.79'-6" 3OLF 6"PVC STA 20+32, 3.5 RT S = 2.00% MIN. SSMH #1-48 INV EL=3B.E2' 0 501.09'-6" RIM EL = 511.36' 512.10' INV EL =384:54`504.60'-8"0 OUT W INV T{L = 59464'504.7O'-8'0 IN E 518 510 CD In + CD N „ 4.02% SSMH 1-48" PVC S < RIM EL = 511.36' 512.10' C=.) i 1 276LF IN EL = 504.60'-8'0 OUT W INV EL = 504.70-8 0 IN E Q ,I PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. GRAPHIC SCALE u10 mw m IN FEET' ) 1 Inch - 20 R SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE 'MTH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET y BENCHMARK: CITY OF RENTON MON # 2103 J� N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) LEGEND ® CS (TYPE 1) QT TELEPHONE VAULT OO STMH (TYPE 11) O TELEPHONE CABINET O SANITARY SEWER MH nSIGN w WATER VALVE CONIFER TREE m WATER METER/SERVICE O DECIDUOUS TREE d FIRE HYDRANT ® MONITORING WELL o UTILITY POLE o MAIL BOX &--GUY WIRE + PK NAIL ® SIGNAL CABINET ® MON IN CASE/ 0 POWER JUNCTION BOX LIGHT POLE o EX REBAR / PIPE U CGAS VALVE AS NOTED P 0 POWER VAULT 0 SET 1/2" REBAR AND CAP LS#38992 0❑ POWER PEDESTAL KING COUNTY ROW SEWER NOTE THE PROJECT WILL EXTEND 538 LINEAR FEET OF 8" DIAMETER SEWER MAIN IN KING COUNTY ROW THE THE ADDITION OF 2 SEWER MONHOLES AND 13 SEWER STUBS. SHEET INDEX 1 OF 4 SANITARY SEWER PLAN & PROFILE 1 2 OF 4 SANITARY SEWER PLAN & PROFILE 2 3 OF 4 SANITARY DETAILS 4 OF 4 SANITARY DETAILS OWNER KUSAL VARMA 10922 144th AVE SE RENTON, WA 98059 206-353-3168 ENGINEER/SURVEYOR TOM TOUMA (ENGINEER) TOLIMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 57103 17+60, 5RT SCA E: HO IZONTA 1"=20 "AS -BUILT" NOTE: SSMH -4 -STANDARD VE TICAL 1 �� = 51 "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY EL = 50173' EL = 49 40' ."m OUT w BY TOUMA ENGINEERS AND INFORMATION SUPPLIED -� -�1 BY CONTRACTOR. 907TOUMA ENGINEERS AND 1 LAND SURVEYORS,PLLC 255 SW 41st STREET - RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 w»< 1 =20' � o CITY OF RENTON sL-s Planning Building/Public Works Dept. �00MA iAN ww.. DAN w� ^�� mwNO. ewrwa rxm a,w wa REVISION BY DATE APP% DAN TOUMA (SURVEYOR) TOLIMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 C16006822 APPROVED FOR SUBJECT TO ERRI NE 2nd ST SEWER EXTENSION ,-°' SEWER PLAN AND PROFILE "r TAX LOT #142305-9092 evil S-393305 0 LO O N Q Cn N CD U-) CD N Q H Cn PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY IOF RENTON, STATE OF WASHINGTON SET LEAD & TACK TL# 142305-9073 AT BASE OF CONC WALLESE (5/17) L H SSOO# 9 STA 21#58'21+66, 8"x6"TEE INV EL = 569:44 509.77'-8" 3OLF 6"PVC S = 2.OD% MIN. INV EL = 51984' 510.37'-6" SSCO $7 & SSCO #7A STA '16+66'21+22, 2-8"X6"TEE INV EL = rgG6 R41- 508.00,-B" 60LF 6"PVC S = 2.00X MIN. INV EL = 30644'-508.60'-6" TL# 1423059092 8"0QAPL MAPLE L4"M EAPLE SET 1/2" REBAR / ,,,AND CAP LS#38992 r zu' (TYPICAL) COT �yI SE (N32dnd ESTREET w 621E 8" PVC S — + =-4.Go% .93% Ww w Ww w w w w Ww ST ST $ 0 10 13 EB K G COUNTY R/IV — yp C 5 g TLJ 142305-9100 SSCO /8 SSCO X10 TLR 142305-9093 30.00' STA 8"x8" TEE L0 5e21+O5, INV EL = 58634 507.33'-8" STA -2t+62 21+69, 8"x6"TEE 30LF 6"PVC INV EL = 30984' 509.93'-8" 5 = 2.00% MIN. 30LF 6'PVC INV EL = 50739' 507.93-6" S = 2.00% MIN. INV EL = -5t0.24' 510.531-6" t INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET 520 CITY OF RENTON MON # N 1/4 OF SECTION 14-23-5 2103 PLUG IN CONC IN CASE AT THE INTERSECTION OF BE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) a ❑D CB (TYPE 4) TELEPHONE VAULT O STMH (TYPE 11) TELEPHONE CABINET OS SANITARY SEWER MH nI SIGN �+ ' WATER VALVE �!ryr CONIFER TREE M WATER METER/SERVICE DECIDUOUS TREE d FIRE HYDRANT ® MONITORING WELL o UTILITY POLE 2621-F MAIL BOX GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX B) MON IN CASE/ 0 SIB EX REBAR / PIPE IM GAS VALVE AS NOTED © POWER VAULT SET 1/2" REBAR AND CAP LS#38992 Q POWER PEDESTAL TA 22 94 N 2nd STRE75LIT SSMH #2 -48 - RIM EL = 524 00 524.75 ]I IV EL 616. 2'-515.00'-8"fOUT W n 01 21 00 22 00 2 00 Fc2TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET ti RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. NI1/4 CORNER SEC 23-24-05 CI OF RENTON MON #2103 C PER PLUG IN CONIC CASE N 180828.789 E-1319243.764 EI( --[147.94' TI# 366450-0200 30.00 I Lij Q � MV EL = 525.38' 12" CONIC _c -- — n INV EL = 524.86' 12" CONIC INV EL = 524.33' 12" CONIC TL# 366450-0201 INV EL = 523.29' 12" CONIC FOUND LEAD & TACK )� IN CONIC MON IN CASE SSMH #2 -48 - RIM EL =34404524.75' INV EL = 515.+2' 515.00-8"0 OUT W INV EL =-515.22' 515.10'-8"0 IN N PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 520 "AS -BUILT" NOTE: "AS—BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 510 500 1"=20• I '�"Lwo"' 6 REVISION BY DATE APPR I CITY OF RENTON g/Public Works Dept. C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE TAX LOT #142305-9092 591 MORON GRAPHIC SCALE 20 0 10 IN PEEP ) I inch = 20 It. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET y BENCHMARK: CITY OF RENTON MON # N 1/4 OF SECTION 14-23-5 2103 PLUG IN CONC IN CASE AT THE INTERSECTION OF BE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) a LEGEND ❑D CB (TYPE 4) TELEPHONE VAULT O STMH (TYPE 11) TELEPHONE CABINET OS SANITARY SEWER MH nI SIGN �+ ' WATER VALVE �!ryr CONIFER TREE M WATER METER/SERVICE DECIDUOUS TREE d FIRE HYDRANT ® MONITORING WELL o UTILITY POLE MAIL BOX GUY WIRE ® SIGNAL CABINET PK NAIL ® POWER JUNCTION BOX B) MON IN CASE/ 0 LIGHT POLE o EX REBAR / PIPE IM GAS VALVE AS NOTED © POWER VAULT SET 1/2" REBAR AND CAP LS#38992 Q POWER PEDESTAL PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 520 "AS -BUILT" NOTE: "AS—BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 510 500 1"=20• I '�"Lwo"' 6 REVISION BY DATE APPR I CITY OF RENTON g/Public Works Dept. C16006822 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE TAX LOT #142305-9092 591 MORON wo MR i 1/16' C596m) DETAIL) COVER & FRAME PLAN VIEW 25' DIA. 635M1 1' 3/4' r t25nn] L1Avn] 1'. 8 3/4• 1 L 2 1/2' --� 1222mn1 TEAM] TYP COVER SECTION VIEW COVER BOTTOM VIEW (3i )BLT 3D, (ALLEN HEAD) 5l A 115 SS RUBBER WASHER ILL EON BOLTING DETAIL 26 1/2' DIA E673m] AS vv Dm 1/4. t641M] 1 1/16' [Gm] — 1 vtb• v' wmu Dbf [z7MB [z7m1 NEDPREIY WA(ET 6• V9' [15PiNv] Limn] 1 ve• R m] 23 3/9• DIP CL OPEN Es94mm1 GASKET GROOVE DETAIL 27 5/16' DIA [6l 34 1/9' DIA [967mn1 MORS FRAME SECTION VIEW 1, ALL COMERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3T70 OR EQUAL 2. USE FRAME AND COMER FOR STORM (SPECIFY "DRAIN" ON COMER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). SID. PUIR - 401 PUBRC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) '—\ FOUNDATION LEVEL — LIMITS OF PIPE ZONE OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT 9EDMNG MATERIAL TO 95% MAX DENSITY EKCEPT DIRECTLY OVER PIPE HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTOR 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL RE PER SECTIGN 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORM IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, 7. TRENCH WROTH SHALL BE PER SECTOR 2-09.4 OF THE STANDARD SPECIFICATONS. PUBLIC WORKS DEPARTMENT CjE2TOUMA ENGINEERS AND I'vLAND SURVEYORS,PLLC 255 SW 41st STREET - RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 PIPE BEDDING FOR SANITARY SEWERS NO. I REVISION (1EM01X AS NFFCED) xxER SrvBE •4 I WN RE N!']Ef mal W ) �r somm SM MAN SII A 8" TZ ALL 9C' IBM SMALL K I.[CtlWt BY MEANS 0" A wN WITH CLEEOUT ANY KNEED. Top •5 RE165 SHHALL NOT BE •' SHIP AS REWYT➢ [Iw MORE ILCEPTI .. (EEE NOTE ID ggFFgrc tNE MAN 15lle D�NF]GTW % ESA AT SAID µo PSL atro _.._..-..-..-..-__ mu ROUT n .YE. n So"WE (era NON n) 6E,NwT ,ffE MD,E t„ FUR1M[ a s9E sENm ycco— mum g --IM[ _a MUSE '£I "OUSE EIgI HOUSE Y1 4` SM MA C POST PAAIRO E E. 8. Pet/ wean vow ME Wa0 -wwEE• SRNOLFD 5 N HER KAON IEIIEPS AND P WASEWUPPm ME snlD AND ExlElmfO TO ME TW OF ME STUD •• do E PRE 9JEAQ fIFAMOUT Ivi5: l (=R)M •' SEKR POE. SEE X016 t •" TEST 6E WRI ANO 1 AN SN UNE 4A Cpl CN'xe• suxFAa: ¢ENIauT mM crsr Ncx Nxc ANB cDWn(s6 sro Pux - w»� L IPwD FA6 uP Dmm MAx sMPE EMcr 15 MIRdINViNSPRODUCT R0. 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Unit, P aulNinB x aW wwe Nd1 now badeg m aWanw Mb Ebel baan9 Oo5. gg0 All9. al Nall dbe un 10 Ron, notlimtal ya � $ '� R n�`a. een o ane t"x ye aae.edam an m°s mot p ho oe uncut °Nee mB Nee O & MA 3 LCA teitlacN eater winatial tL It the wA11-W-wUY ma be MUMN Ne CALL FOR LOCATIONS BEFORE YOU DIG Sall rvm wT. The .lmmat at the bAtlmE enaN 04 48HR LOCATORS I-800-424-5555 'nswi to Mm[e thane. Ad ~ comate mm be mmmee to Ntem,z1 Nunau ���PP``�� TYPICAL BUILDING SEWER m. 8'ID 4�2 MRK PDEPA WORKS FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNECTION AUGUST 2019 "AS -BUILT" NOTE: "AS—BUILT” IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. C16006822 APPROVED SUBJECT TO °D"A SCALE SNI CITY OF NE 2nd ST SEWER EXTENSION RENTON SEWER DETAILS E. Mw m Planning/Building/Public Woks D�Pt. TAX LOT #142305-9092 BY DATE APPR ATS' SME WAMNrr 9170038 S-393307 Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specinca(Jons. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction Conference and a 24 hour notice shall be required prior to starting new Construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City Of Renton.) It shall be the Contractors responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the Safety of workers and others on the Construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever Construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed Equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density, These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to Complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and Specfications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. 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. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum T diameter concrete Ting poured at grade. In paved area, cover must slope in all directions to match paving. 7' L T_ PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON NOT TO SCALE MANHOLE FRAIE Alp COVER SEE Sm. PLAN til ADaXSl]ENT RINGS (2" MIN.) SEE MOM 6 MORTAR JpNT(S) (3/6' MMI.) SEE NOTE 5 CONE (ECCENTRIC) MIBBER GASKETED MNTS IN ACCORDANCE WITH ASM C -N3 STEPS - POLYPROPYLENE STEPS SHALL K INCLUDED CONCRETE RISER BY PIPE INC., TRY APPFIOIiD EQUAL, LADDER-POIWROPULDNE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIS -'C CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' IS. 'C' 'D'I E' 48" MH 46" 6' MIN. 5 -MIN 24' MIN. 21' LD. 54" MH 59' 8" MIN. $ 5 MIN 24" MIN 24` D 60' MH 60" 18" MIK 42" MIN 30 1.0. 1 NOTES, I. STEPS To BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING SHALL BE PER STD. PLAN 401. 4. MANHOLE YCIIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, SPOKE AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING To GRADE SHALL RE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR Q(LG BRIMS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IN PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAW ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASBER MC-AROSHIELD OR APPROVED EQUAL', COLOR O COATING SHALL BE MIT. B. RUBBER GAWETED JOINTS SHALL BE IN CONFORMANCE 'MM ASTM C-443, 9, CHANNEL HEIGHT SHALL RE A MINIMUM OF 3/4 IY THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTONS TO MANHOLE SHALL BE MADE USING OPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM of IY ABOVE FINISHED GRADE OR MUST HAW A MINIMUM T DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, CO ER MUST SLOPE IN ALL DIRECTIONS To MATCH PAYING. 4 jR PUBLIC WORKS @1D. PIJM - lOp] // DEPARTMENT STANDARD SANITARY MANHOLE sEPTEMeEa eou SEAL WIN AN 4000 OR APPROVED MAL AND CRY SAID AFTER PLAN PATCH NG NTS ]'-P ] PLL JOIMB BETWEEN TXECONE, I➢JO511%1lFMNG•v, WNVDE VA BRIMS AM FRAME SHALL LSIR 11® l'-P� CLASSDEPTH OF ASPHALT TOBE2 BBi 0 AOJOTMEMOF THE FRMIETONRPEF BNM3 BE HA.1. ACLOMI.IS,IEll WIRE ACIXARINTNHO AOp6TNEM RINGS. 9RICK4 AND Nomm 9_Y BIUM WALLED 3. RERACE EXCAVATED MATERIAL WIMAMINIMUM OF POF BOTOM OF THE UPPER CLASS W ASPHALT OR TO A DEPTH TUT IS T BKOW THE ORC OF WMRbFRONRRFHj. MOTION OF THE UPPER ADJUS11I RING WHICHEVER OREATFA ORAS AARTYED S V THE FNGIAEER MTNSLWNT FKU ON A MINIMUM Or 6" WHICHENR Is CHRATER MORTAR .p'NT(6) O/a' NN) YE ADJUST. NT NTNG (I- MN.) OR NOTE 3 AND SPECIN. PROMSo BRIMS SEE NOW 4 7 -Dain S`C-ON A -A 1. REMOVEPA%MEMAWAMEM MRI.LLBFORAOMTMCE ] PLL JOIMB BETWEEN TXECONE, I➢JO511%1lFMNG•v, WHICH IS EIXVI TO THE ONMETER OF THE FUME PUe FOUR BRIMS AM FRAME SHALL LSIR 11® FEET. ADlN8i G5TN6FUME TD PAT£MEM BIHLFK£ USING Mass RINGS ON CONCRETE BLCCNs PER TO RAN 0 AOJOTMEMOF THE FRMIETONRPEF BNM3 BE HA.1. ACLOMI.IS,IEll WIRE ACIXARINTNHO AOp6TNEM RINGS. 9RICK4 AND Nomm 9_Y BIUM WALLED 3. RERACE EXCAVATED MATERIAL WIMAMINIMUM OF POF STAGAMED TO CREATE A RUN NING p'ND OR 12 BCM THIS CLASS W ASPHALT OR TO A DEPTH TUT IS T BKOW THE ORC OF WMRbFRONRRFHj. MOTION OF THE UPPER ADJUS11I RING WHICHEVER OREATFA ORAS AARTYED S V THE FNGIAEER PUBLIC WORKS TYPICAL UTILITY COVER - - DEPARTMP.NT ADAYETMENT FOR PAVEMENT OR OVERLAY Y MINtI i "AS -BUILT" NOTE: "AS—BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. C1 60068 2 =j�TOUMA ENGINEERS AND T00�"RAN SCALE I"�"NoISM"'r4m) CITY OF NE 2nd ST SEWER EXTENSION 1e FIRMS LSLAND SURVEYORS]PLLC Mw.E , RENTON SEWER DETAILS 255 SW 41st STREET � RENTON, WA 98057 MRu INHT a NAIL slard Plonning/Building/Public Works Dept. 9 PHONE (425) 251-0665 FAX (425) 251-0625 TAX LOT #142305-9092 NO. REVISION BY DATE APPR +^E*R'NONE S-393308