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HomeMy WebLinkAboutzS-3220Set.pdfN GJ 9 3 ka a d C OZ FA C T3 X m Lv C O 3 °' N C n _C: Cn O U N N - Y O Z7 N CK) Q i Q) 0 Z Q) V) n C D C/7 CL v C)Q 0 3: 4zE-4 a MAN c m c i a 0 Va* Map NOTTOSCALE Lob MMiVim, Project LoCatk Horizontal Control NOT TO SCALE N 01046'15" E 664.81' 0 I IT I I / Z 91 FND MON IN CASE SS -3 1i W/ BRASS NAIL SS -4 NORTHWEST CORNER OF 5 -23-05 CITY MON 11886 12 -29 -04 O FND MON IN CASE W/ BRASS PIN CITY MON 1836 12 -29 -04 1 MON IN CASE NORTH 1/4 CORNER OF 5 -23-05 CALC PER CITY N OW05520 W 2633.59' r FOUND MON IN CASE CL OF LAKE sWASH. BLVD N7 -27-04 FOUND lIN CL OF 58.52' w. e w 1514.70' 7 - -04 32' 28' 29' n W N O Pi of tig 824.71 N W51W N NON NI CASE ON SOUTH L11E CALL PER R06 Checked for Compliance to City Standards Wwp •J'l2J0 MON IN CASE Ensr 1/4 CORDER OF 5 -23-05 cwc PER CRY W R N b O 2 MON IN CASE SOUTH 1/4 OF 5-23-06 GILC PER R06 S WM'Od" E 2849.45' MON( N CASE SOUTHEAST CORNER 5 -23-06 CHILD PER CITY CO N g Surveyor sADLER- BARNARD it Assoc. INC. 12714 VALLEY AVE. E. SUITE B SUMNER, WA 98390 253) 826 -8135 CONTACT: MIKE LUNA Site Benchmark R/R SPIKE SET IN PIOWER POLE AT SOUTHWEST CORNER OF SITE a -51.60 01-:o If: 11 D-:7-I - :4 i ea 'IT, 8E 1/4, 81N 1/4, 5 SEC., T23.N,, R 5 E-4 W.M. Vertical Datum cmr OF RENTON BENCHMARK #2177 ae ewss DISK AT TMe Nw CORNER OF CONC. BASE OF sIGAAL BRIDGE AT THE R/R CROSSING AT THE NORTH ENTRANCE OF OOULON PARK EL= 37.254 FEET w w ee Bade of 81"n0 RECORD OF SURVEY AS RECORDED UNDER RECORDING NUMBER 9901159003, RECORDS OF THE KING COUNTY AUDITOR (ROS) NORTH 75 FEET OF LOTS 312 THROUGH 315 OF THE PUT OF CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME 11, PAGE 83 RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH THE SOUT'HE RLY 30 FRET OF MORGAN AVE. (TO BE VACATED) CM Shmt Irmlex SS -1 COVER SHEET SS -2 SANITARY SEWER DXTENSION PLAN AND PROFILE SS -3 SANITARY SEWER EXTENSION DETAILS SS -4 SANITARY SEWER D(TENSION DETAILS ROLL 1'9 Cmetwhon Sequence 1. BEFORE ANY CONSTRUCT ON OR DEVELOPMENT ACTIVITY, A PRECONSTRUC10 MEETING MUST BE HELD BETWEEN THE CRY OF RIENTON, 1HE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VER?ICAI. AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UnLITES, CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1 -B00- 424 -5555. 3. MAINTAIN ALL EXISTING UTLITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILIZED CONSTRUCTK)N ENTRANCE. 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 8. CLEAR W GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE (MATER TO THE PROPOSED CATCH BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. USE CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. 12. INSTALL NEW UTILITIES PER THE DRAWINGS. A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM 9i ALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS, 13. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. 16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DENS. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. Erosion Control Motes 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL. FOR ON-SRE EROSION HAS PASSED. THE IMPLEMENTATION, MMNTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE POWM 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAINING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO FEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL. CONDITIONS DICTATE, THE PERMI TEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, R SHALL. BE THE OB!"TION AND RESPONSIBILITY OF THE PERM! I I TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CRFATED BY HIS ACMES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMIENITS, AS MAY BE NEEDED TO PROTECT ADJACENT AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN LS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT aWTII'UTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTOR% CHANNELS,, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LENT UNWORKED FOR MORE THAI TWELVE (12) HOURS. SHILL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED ARM MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THE SIEP I D R INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT 5 IN THE INTEREST OF THE PIERMIIlEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING,, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SUM TIME PERIOD. 8. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES„ A FENCE, A MNNNMIUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES 9. A TDAWAY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8' OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR MIGRESS AND EGRESS TO THE CONSTRiUCTO SITE. 10. THE CITY OF RENTON INSPECTOR MAY REQUIRED ADDITIONAL. EROSION CONTROL AT ANY TIME AS NECESSAAY. Sanftary sewer Notes and SoecYicatione 1. ALL WORK MATERIALS SHALL BE IN CONFORMAXE WITH 1HE STANDARDS AND SPECFKATIONS OF THE CITY OF RENTON UTMJTY DEPAI rMENT AND 1HE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECf1GTI0NS. 2. THE HOURS OF WORK IN THE STREET RI%(T OF WAY SHALL BE LWNTED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE RANNING/BUILDING /PUBIC WORKS DEPARTMENT AT 235 -2520. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE RANNNING/ BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FRE DEPARTMENT, AND 911 SMALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE TIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL. PUBLIC WORKS CONSTRUCTION* PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITES SHOWN ARE APPROXIMATE AND R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECIESSSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (NSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S DWJB LITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BAC:KFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE C ONNSTRUCt10N SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLAINS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUST DRAWING OF THE SANIITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. 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 DIENSff. 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. 12. OPEN CUT ROAD CROSSINGS FOR LMLITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND IiEDMICALLY COMPACTED. CUTS INTO THE EX5M ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CRY OF RENTON, U.S.C. AND G.S. 14. 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. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1 ) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONMOON. 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 UNNFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL C ABOVE AND BELOW THE PPE. 16. SANITARY SEWER PPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKf. M ASTIR D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNNMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FN6,SH0 WADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Call 3 Working Days Before You DIG! 1- 800 - 424 -5555 FFL 41,4. S- 3 ? ?n01 LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 PH: 206.725.1211 FAX: 206.725.1211 J. 0 wAS,yI AI STv L ,2S 1 EWIWS 9/ +4 /MM Kennydale Cafe Sewer Extension 1322 Lake Washington Blvd 01 -25 -05 Sanitary Sewer Notes and Details SS-1 1 4 Q CA a 9 CSI mt V) C4 U) CL C) 0 E-4 3t U E-4 0-4 d- N", 13 3 cr M N-1 0 sN j z 93 0 0 j X co U) LJ 0 4-1 0LEI C: L_ V) Jc 1) 0 a. V) U C) 0 a- C) N C_ 0C: N V) C: P0 Cu Y CL C) 0 E-4 3t U E-4 0-4 d- N", 13 3 cr M N-1 0 sN LLJ i z 0 9 0 SE 1/49 SW 1/49 5 BEC, T23N, R 5 En W1d. Corvbction Detdl 8hoilder Reetoralion De1a1 T, I or 6!ffl,029j&57 WK GMETED TRANSITION COUPLING CONC X PVC MANHOLE AMPLER (ROMAC OR APPROVED EQUAL) EX Ir CONCRETE PIPE Ir PVC STUB AS NEEDED MAINTAIN TO CONNECT TO SSMH #1 EX SLOPE A BUILDING FOOTPRINT TO `.R VA C41 MIN .0 MIN FFE 41.0 ir mwLwfrnnuf A r. an STA 14+19, 3 LT f/17ViDAJ?A0 9 r 4* COMPACTED DEPTI CRUSHED SURFACING BASE COURSE TRENCH RESTORATION PER COR STANDARDS SEWER PIPE FO )— SEE PROFU EXAC T DEPTHS Z 4" TOPSOIL TYPE 8 MATCH EX GRADE (M) 1. PROTECTION AND RESTORATION SHALL BE IN ACCORDANCE WITH 1-07.16 CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS FOR THE 1996 STANDARD SPECIFICATIONS, 2. ALL TRENCH RESTORATION SHALL BE PER THE WRRIENT CITY OF FUTON TRENCH RESTORATION AND STREET OVERLAP REQUIREMENTS ZY U40af STA 15+8Z 30' LTRAV--57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATIONIECONNECTION37.641874CAfE-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE5A 4450106-1615 r SIDES STUB 5CTOPROPERTYNE11wAtSTA14+849 2&(r 6* SIDE SEWER STUB Dr WOE Cni CH - Z" "I I'— PER COR SID RIM BR39 GM KAYAirE=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINEdw- w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R 1L= 112.70' 7W SW IF-54.0 L=31.88' V MIN 2.0% L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B At 0 D=01*10'57" L LPD ENGINEERING, PLLC J. 7936 SEWARD PARK AVENUE S. N SEATTLE, WASHINGTON 98118 /SVT PH: 206.725.1211 FAX: 206.725.1211 1 FXPIRES 5/16/2006 20 0 10 20 411, 19=209 EX CONTOUR (INDEX) 4' C LF-A66W EX CONTOUR SIDE SEINER PROPERTY LINE r SEWER MAIN SEWER MANHOLE FLOW DIRECTION C900 PIPE SHALL BE USED WHERE HORIZONTAL SEPARATION TO WATER LINE IS LESS THAN 10 FEET AND VERTICAL SEPARATION IS LESS THAN 18 INCHES ALL SEWER MANHOLES IN NONE PAVED AREAS SHALL HAVE 1 FOOT MIN CLEARANCE CONCRETE SQUARE COLLARU=Vl lvzf WM Z_u I Tr) PER wm,Ql rl M%j1 U STREET UGHTD=05*21'16" L71 SEE DETAIL,Q SHEET SS-3NNWR= 4 -A LF 80 IVtS3V8* A-52% PVC 0 r Br fhw M AV&S STA 17+67* 22.6- LT7a130LFToQW2SHALLOWMANHOLECOLLAR TYPE B7 PER COR SID PLAN BR37LyLWOr" CONTRACTOR TO EXPOSE IF ------- SEE DETAIL ON SHEET SS-3 CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE AND LOCATION OF EXISTING IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111 IIIIIIIIIIIIIIIIIIIIIilillilljl 1111111111111111,1111lillilljllllllllllllllIlllllilIPAWW7 *JT a 136 LF 80 C 14+00. 50 15+00 13150 5 0 STUB PRIOR TO CONSTRUCTION 13+00 16+00 8 .52 16+56 PTry WIED 1 78MKTE)( STREET LIGHT 17+0&, STA 14+31 230 LT shington svvd PER COR STD PLAN OW180 SIDE SEWER TEELakeWa FLIEXIBLE PAVEMENT PATCH (M) SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23 TYP) SEE DETAIL ON SHEET SS-3 CONNECTION @ N: Sillg 931.6 aV ................................................................................. W 6 Aw W7fW14A9Wifi401ZV711111 ix &OW rLOOOVE-AR 55 EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY EX GROUND O'C/L OF PIPE50 35 35 17 SEW AF iF45 30 so STA 14t3l, CONNECTION Q' .2 Anvar _j RIM 51.6t SEE DETAL pjM AWJM74 IAW"avwIE45.74 (C S) 150 rAcaw 40 STA-14+849 26.6 LT- PER.COR STD PLAN W37 RIM 4M IE 499 .80. SNJ35IrW.42A ................................................................. ................ 35 M& 5C ME ' Id- STA 16+32, 19.47 136 LF- r. PER CDR STD PLAN BR37 Er A. AWRIM40.75 W 35.09 Ifrr NJ ...... 30 Ir 30E34AS ...................................................... .............................................. ORMC9WPIPESHALL. BE USED WHERE STA 17+V,, 22.F LT xg 2002 HOWORTAL SOWAIM TO WATER LNE PER COR STD PLAN OR375U35THAN10FEETANDVERTICAL. RIM 3621SUMMON5LESS -THAN 18 "M IE 30.9126EXINEE tlr.w) 25 C cked or Compliance to City Standards 17 (: S 79r a WFV1 V1W ROLL 1 91' a FR Kennydale Cafe Sewer Extension o -25 -05 1322 Lake Washington Blvd Sanitary Sewer Extension SS-2 Plan and Profile 2- 01 4 0 zarr 5 I j 93 93 j a. LLJ i z 0 9 0 SE 1/49 SW 1/49 5 BEC, T23N, R 5 En W1d. Corvbction Detdl 8hoilder Reetoralion De1a1 T, I or 6!ffl,029j&57 WK GMETED TRANSITION COUPLING CONC X PVC MANHOLE AMPLER (ROMAC OR APPROVED EQUAL) EX Ir CONCRETE PIPE Ir PVC STUB AS NEEDED MAINTAIN TO CONNECT TO SSMH #1 EX SLOPE A BUILDING FOOTPRINT TO `.R VA C41 MIN .0 MIN FFE 41.0 ir mwLwfrnnuf A r. an STA 14+19, 3 LT f/17ViDAJ?A0 9 r 4* COMPACTED DEPTI CRUSHED SURFACING BASE COURSE TRENCH RESTORATION PER COR STANDARDS SEWER PIPE FO )— SEE PROFU EXAC T DEPTHS Z 4" TOPSOIL TYPE 8 MATCH EX GRADE (M) 1. PROTECTION AND RESTORATION SHALL BE IN ACCORDANCE WITH 1-07.16 CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS FOR THE 1996 STANDARD SPECIFICATIONS, 2. ALL TRENCH RESTORATION SHALL BE PER THE WRRIENT CITY OF FUTON TRENCH RESTORATION AND STREET OVERLAP REQUIREMENTS ZY U40af STA 15+8Z 30' LTRAV--57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATIONIECONNECTION37.641874CAfE-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE5A 4450106-1615 r SIDES STUB 5CTOPROPERTYNE11wAtSTA14+849 2&(r 6* SIDE SEWER STUB Dr WOE Cni CH - Z" "I I'— PER COR SID RIM BR39 GM KAYAirE=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINEdw- w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R 1L= 112.70' 7W SW IF-54.0 L=31.88' V MIN 2.0% L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B At 0 D=01*10'57" L LPD ENGINEERING, PLLC J. 7936 SEWARD PARK AVENUE S. N SEATTLE, WASHINGTON 98118 /SVT PH: 206.725.1211 FAX: 206.725.1211 1 FXPIRES 5/16/2006 20 0 10 20 411, 19=209 EX CONTOUR (INDEX) 4' C L F-A 66W EX CONTOUR SIDE SEINER PROPERTY LINE r SEWER MAIN SEWER MANHOLE FLOW DIRECTION C900 PIPE SHALL BE USED WHERE HORIZONTAL SEPARATION TO WATER LINE IS LESS THAN 10 FEET AND VERTICAL SEPARATION IS LESS THAN 18 INCHES ALL SEWER MANHOLES IN NONE PAVED AREAS SHALL HAVE 1 FOOT MIN CLEARANCE CONCRETE SQUARE COLLARU=Vl lvzf WM Z_u I Tr) PER wm,Ql rl M%j1 U STREET UGHTD=05*21'16" L71 SEE DETAIL,Q SHEET SS-3NNWR= 4 -A LF 80 IVtS3V8* A-52% PVC 0 r Br fhw M AV&S STA 17+67* 22.6- LT7a130LFToQW2SHALLOWMANHOLE COLLAR TYPE B7 PER COR SID PLAN BR37LyLWOr" CONTRACTOR TO EXPOSE IF ------- SEE DETAIL ON SHEET SS-3 CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE AND LOCATION OF EXISTING IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111 IIIIIIIIIIIIIIIIIIIIIilillilljl 1111111111111111,1111lillilljllllllllllllllIlllllilIPAWW7 *JT a 136 LF 80 C 14+00. 50 15+00 13150 5 0 STUB PRIOR TO CONSTRUCTION 13+00 16+00 8 .52 16+56 PTry WIED 1 78MKTE)( STREET LIGHT 17+0&, STA 14+31 230 LT shington svvd PER COR STD PLAN OW180 SIDE SEWER TEELakeWa FLIEXIBLE PAVEMENT PATCH (M) SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23 TYP) SEE DETAIL ON SHEET SS-3 CONNECTION @ N: Sillg 931.6 aV ................................................................................. W 6 Aw W7fW14A9Wifi401ZV711111 ix &OW rLOOOVE-AR 55 EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY EX GROUND O'C/L OF PIPE50 35 35 17 SEW AF iF45 30 so STA 14t3l, CONNECTION Q' .2 Anvar _j RIM 51.6t SEE DETAL pjM AWJM74 IAW"avwIE45.74 (C S) 150 rAcaw 40 STA-14+849 26.6 LT- PER.COR STD PLAN W37 RIM 4M IE 499 .80. SNJ35IrW.42A ................................................................. ................ 35 M& 5C ME ' Id- STA 16+32, 19.47 136 LF- r. PER CDR STD PLAN BR37 Er A. AWRIM40.75 W 35.09 Ifrr NJ ...... 30 Ir 30E34AS ...................................................... .............................................. ORMC9WPIPESHALL. BE USED WHERE STA 17+V,, 22.F LT xg 2002 HOWORTAL SOWAIM TO WATER LNE PER COR STD PLAN OR375U35THAN10FEETANDVERTICAL. RIM 3621SUMMON5LESS -THAN 18 "M IE 30.9126EXINEE tlr.w) 25 C cked or Compliance to City Standards 17 (: S 79r a WFV1 V1W ROLL 1 91' a FR Kennydale Cafe Sewer Extension o -25 -05 1322 Lake Washington Blvd Sanitary Sewer Extension SS-2 Plan and Profile 2- 01 4 0 zarr 5 I e 0 N VJ a a a W-Wr W-Wow _W, W0`ty 0 4 ROLL 1'9,. FR Alm CANIrEO APR t L ' s 7-,.-., /:,., .. I 2.5' 1' 1' MIN MIN MIN MIN MIN cn C z ° 6.5' MIN. W W C —0 C) 1-j m - X w a 2.5' MIN MIN MIN MIN MIN a, ° 2" CLASS 'B' c' a, FACE OF CURB OR U) C_ 0 EDGE OF PAVEMENT cn z 00 0 ACP CLASS E OR BoCn2" CLASS `B' C7 — 0 `' 6" CRUSHED C: N c 2 TO 6 SURFACING TOP COURSE E CLASS `E' CENTER LINE OR 0 OR LANE LINE CRUSHED ROCK, V) CLASS `B' FLOWABLE FILL OR AS REQUIRED BY ENGINEER a TYPICAL PATCH FOR FLEXIBLE PAVEMENT C) C7 0 6.5' MINN. WHEN PERPENDICULAR TO F' 2" DEPTH OF ROADWAY CENTERLINE E-4 GRIND OR SAWCUT AND REMOVE Y ADOPTED W a w rn c U1 CITY OF FaMWM 9TANnARD PLANS r LS DATE: 12/96 E SEE DWG# HR -05 FOR MINIMUM STANDARDS c c DATE REVISION BY PPR DWG. NAME. HR -23 SP PAGE. H032A 4 c v CL 1/299 WEB 8 PL. 2' —Opt 1/2to x 3" x 3/8" NON —SKID PATTERN CAST INTEGRAL ON TOP 3/4" SQUARES SPACED , 3/4" CONCRETEASINDICATED — HT. 1 /8 - ,. , ..: •, CLASS 3000 Q 26- -3 /8tt IND.. •• _ vpot=oc y 0 25 -1 /4 11 11 / 0 0 T .. 24 1 r, to I— ,• 4-3/41 12 "0C z w t• FIBER JOINTRAISE -1/2t WIDE BORDER PACKING 23--1 /4,r 3/4 1 •, FRAME (NON— LOCKING) COVER (NON -- LOCKING) 33-1/4to 10't FOR 5/8" -11 N.C. X 1-1/4 " 45' (1/8) BEND 9o SECTION A-- A g g g y S.S. SOC. HD. CAP SCREW (3 REQ D.) 5/8" 3/8" 1 -3/8" PIPE MATERIAL AS SPECIFIED . 8 -3 4 BY THE ENGINEERTYP _ 1 /2" TYP. NON—SKID PATTERN o 2„ 1 -1 /4t, 1 t, 2tt 5/8„ t 2 0 ., . a a 1— 7 tt TYP. „ , 8 1 SEAT -- • --2 -1 /2 tt rr 2-7/8 4 ... . 1 .. . s. aW F— 25rt tr 0 .. , 7 , '' fp t 2" RAISED LETTERS AS 7 -3 4" o REQ'D. SEE NOTE N0.3 BELOW SECTION B -B h of UNDERSIDE SHOWN FOR CLARITY 3/4" CORE TYP. ON 23" B.C. 15" — — —` N IDRILLANDTAP5/8 " -11 N.C. 6 1 -1 /2 CORE (TYP.) (LOCKING) PLUG TO BE SEALED IN SAME MANNER AS ON 23" B.C. (TYP. 3 PL.) CAST IRON RING AND COVER •'- N I MAIN SEWER JOINTS. FRAME (LOCKING COVER (LOCKING j NOTES: MANHOLE FRAME AND COVER NOTE: , z . , IN UNIMPROVED AREAS POUR V -0" THICK ' • ' '` 8 INCH OR 8 INCH CLEAN -OUT 0 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. Y ADOPTED 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. car or am"M 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), • )• 2'-00 SQUARE CONCRETE, CLASS 3000, PAD AROUND Y RING AND COVER. ` orM, IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING • 0 SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). p er DAIS: 12/96 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. WASH PLANS LW DAIM 12/96 10/17 Edited 11-0 DCN AG DATE REVISION 13Y PRw DWG. NAME: BR29 SP PAGE: 8074 AGA0°° fOt~' REVISION DWG. NAME: BW 18B SP PAGE: 8076it Checked for Compliance to City Standards Kennydale Cafe Sewer Extension ""° 01 -25 -051322LakeWashingtonBlvdOIR Sanitary Sewer Notes and Details SS-3 a ,Am Ah 3 4 W-Wr W-Wow _W, W0`ty 0 4 ROLL 1'9,. FR Alm CANIrEO APR t L ' s 7-,.-., /:,., .. O N a 9 9 a 1 p J 0 FOUNDATION LEVEL B C: N t Aa Y C: 0 (CLASS B. Co, D. DESIGN) V) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE Zzz CL. 1-0 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. V) i 0 B 1/4 O.D. 1/2 O.D. NOTES: ZERO O.D. C 3/4 O.D. 1/2 O.D. BACKFILL W SEE NOTE 4 ) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 134 154 PROPERTY LINE 178 177 MATERIAL 70 90 110 130 150 169 187 186 184 183 SEE NOTE 5 106 125 145 2. HAND TAMP UNDER HAUNCHES. 195 193 191 189 187 186 141 161 6 200 202 199 1971 195 193 191 CONCRETE CLASS C 176 196 214 3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 202 200 6 —O " 198 194 SEE NOTE 8) 211 220 215 211 HAND TAMP ONLY, 1 205 0 FUTURE 198 197 195 227 221 217 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6" BUILDING SEWER PIPE 205 BUILDING SEWER 201 FOUNDATION LEVEL 227 222 218 214 OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH WAND TRENCHING OPTIONS. I 206 204 0z C 199 B 215 THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1 /2 I.D. + 18 , 210 w 206 c -0 202 201 z 2 "x 4" STUD SERVICE MARKER PAINT UPPER 0 ?` CLASS A DESIGN) 5. TRENCH BACKFILL SHALL CONFORM TO BACKFILLING SEWER TRENCHES' IN THE TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE X M SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE WORDING "SEWER" WITH 3' HIGH BLACK LETTERS. BACKFILL MATERIAL. AND #6 WIRE WRAPPED AROUND THE STUD ANDo6SIDESEWERANDBUILDINGSEWERuEXTENDEDTOTHETOPOFTHESTUD. j W (SEE NOTE 4) LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE Li IrSTANDARDSPECIFICATIONSFORTHEMATERIALSPECIFICATIONS. aC o BACKFILL MATERIAL 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS p SEE NOTE 5) s ' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. D U D BEDDING MATERIAL 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS N FOR RIGID PIPE MAINTAINED. 60 ALLOWABLE MAX. PLAIN AND REINFORCED CONCRETE D1 PIPE AND C1VITRIFIEDCLAY, , o V) SEE NOTE fi) FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED p J 0 FOUNDATION LEVEL B C: N t Aa Y C: 0 (CLASS B. Co, D. DESIGN) V) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE Zzz CL. 1-0 OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE P-• ,, G,E, GG BLOCKING GON 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN o CONCRETE BLACKING ANGLE G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATIONI.D. ELEVATION U ( SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER SEW ER MAIN TO PROPERTY LINE) Y W CL FOUNDATION LEVEL " -Y o ADOP'T'ED NOTE: p ADOPTED A errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY `r OF BERM 01 r Uri 8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AATNT04-4-97 Corrected note 4 pCV D7 F l: 12/96 BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078 c 0 a 24% 6" FRAME AND LIP ga PER DRAWING BR29. 3 1-- Q LENGTH FT W 0 a. 50 100 150 V 200 0 1 0 250 91 300 lb Z 350 o 400 450 Jim]] 11111 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. ZERO 0 B 1/4 O.D. 1/2 O.D. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1 /8 O.D. PE O.D. OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE P-• ,, G,E, GG BLOCKING GON 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN o CONCRETE BLACKING ANGLE G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATIONI.D. ELEVATION U ( SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER SEW ER MAIN TO PROPERTY LINE) Y W CL FOUNDATION LEVEL " -Y o ADOP'T'ED NOTE: p ADOPTED A errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY `r OF BERM 01 r Uri 8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AATNT04-4-97 Corrected note 4 pCV D7 F l: 12/96 BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078 c 0 a 24% 6" FRAME AND LIP ga PER DRAWING BR29. 3 1-- Q LENGTH FT W 0 a. 50 100 150 V 200 0 1 0 250 91 300 lb Z 350 o 400 450 Jim]] 11111 PIPE 0 50 100 150 2001 250 300 m 400 450 500 0 o 59 0 99 119 6 IN. DIAMETER PIPE 0 50 100 150 2001 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 35 55 75 95 114 134 154 174 178 177 177 70 90 110 130 150 169 187 186 184 183 182 106 125 145 165 185 195 193 191 189 187 186 141 161 1801 200 202 199 1971 195 193 191 190 176 196 214 209 205 202 200 198 198 194 193 211 220 215 211 208 1 205 202 200 198 197 195 227 221 217 213 210 207 205 202 201 199 197 227 222 218 214 211 209 206 204 202 201 199 227 222 219 215 213 210 208 206 1204 202 201 TIME SECONDS SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 55 75 95 114 1341 154 174 1921 190 188 186 110 130 150 169 1891 209 210 207 203 201 198 165 185 205 224 233 227 222 217 214 210 208 220 240 257 248 241 235 230 225 222 218 215 275 271 261 253 247 241 236 232 228 225 222 283 273 284 257 251 246 241 237 233 230 227 283 274 267 260 254 249 245 241 237 234 231 283 275 269 263 257 252 248 244 241 238 235 283 276 270 264 2591 2551 251 247 244 2411 238 TIME SECONDS 6 IN. DIAMETER PIPE 0 w LENGTH FT 0 W 50 100 150 c 200 0 z 250 300 N 350 400 450 99 119 6 IN. DIAMETER PIPE 0 W a LENGTH(FT) 0 a. W 50 100 150 c 200 250 300z 350 40 400 450 99 119 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 79 99 119 139 158 178 198 208 204 201 198 158 178 1981 218 238 246 238 232 227 222 219 238 257 277 283 272 263 255 2481 243 238 234 317 321 306 294 283 275 267 261 255 250 246 340 325 312 301 291 283 276 270 264 259 255 340 327 316 306 298 290 283 277 272 267 263 340 329 319 310 302 295 2891 283 278 274 269 340 330 321 313 306 300 294 288 283 279 275 3401 3311 323 316 1 309 303 298 292 288 283 279 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 124 1441 163 183 203 223 243 237 231 225 221 247 267 287 307 312 298 286 276 268 261 255 371 391 371 352 336 323 312 302 293 286 279 425 402 383 366 352 340 329 320 312 304 298 425 406 390 376 363 352 342 333 326 318 312 425 409 395 383 371 361 352 344 336 329 323 425 411 399 388 378 368 360 352 345 338 332 4251 4131 4021 392 383 374 366 359 352 346 340 4251 4141 4041 3951 387 379 3711 365 1 358 352 1 347 TIME SECONDS co 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY 4" IN TO STEPS OR EQUAL. 12" M MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. Id A ao 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST 24" Q CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE, in 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR - d A 00 12" O SURFACES, INCLUDING CHANNELING, COATED (SEALED) cv WITH A HIGH SOLIDS URETHANE COATING; w WASSER MC— CONSEAL OR APPROVED EQUAL; M Z COLOR OF COATING SHALL BE WHITE. Q 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE Q iv WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE 4 54 DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK A 44 a t b ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. v Ad° a a a 4 d s i s4 . • 0 , i A V" PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. AIR TEST TABLE (LOW PRESSURE) ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR FOR SEWER MAINS SANITARY A MANHOLE TYPE HASREQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. ADOPTED Al SEWER NAI IOIFS IN N01 PMIED YTO2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE V AD ro Swi L HAVE 1 FOOT W o ADOPTED CONCRETE SQt W COLLAR cam oroTIMEINSECONDSFROMTHETABLES. FLAW PLAW Tar DAIS: 12/96 Tar 2 /e 10/17 EaTEO No1FS ocv AG 12 REFORMAT TO 11"07' DO DWG. NAME: BR07 SP PAGE: B083 3 NQ= =V DWG. NAME: BR37 P PA • DATE I REVISION PR I S GE. 8072 Checked for Compliance to City Standards Kennydale Cafe Sewer Extension 01 -25 -051322LakeWashingtonBlvd Sanitary Sewer Notes and Details SS-4 A49o 0N A`I VJ 1 qO' N a, F N ¢' to' zq, q p xz r3aw r-19 u Gy- U v A X z v Y g O o I v) rn O - OZ 0i O > X m il CiOOC n U z N II QJ N NII II J T N N C J7 a 0 W ZO® 3 Zo E- a co G t mc I C a s ao IN Vicnity Map NOT TO SCALE Project Locati( Horizontal Control NOT TO SCALE m FND MON IN CASE W/ BRASS PIN CITY MON 3.5' BRASS RISK AT THE NW CORNER 11836 12 -29 -04 OF CONC. BASE OF SIGNAL BRIDGE N 01'46'15' E MON IN CASE NORTH 1/4664.81' CORNER OF 5 -23-05 CALC PER CITY CONTACT: MIKE LUNA N 89'0552' W DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , EL= 37.254 FEET NAVD 88 a0a Basis of Bearing R/R SPIKE SET IN POWER POLE a a AT SOUTHWEST CORNER OF SITE UNDER RECORDING NUMBER ac S0 KING COUNTY AUDITOR (ROS) e AV Ui F o Fill IN Vicnity Map NOT TO SCALE Project Locati( Horizontal Control NOT TO SCALE CITY OF RENTON BENCHMARK #2177 FND MON IN CASE W/ BRASS PIN CITY MON 3.5' BRASS RISK AT THE NW CORNER 11836 12 -29 -04 OF CONC. BASE OF SIGNAL BRIDGE N 01'46'15' E MON IN CASE NORTH 1/4664.81' CORNER OF 5 -23-05 CALC PER CITY CONTACT: MIKE LUNA N 89'0552' W DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , FND MON IN CASE s W/ BRASS NAIL °8 NORTHWEST CORNER '9 OF 5 -23 -05 <` CITY MON $1886 12 -29 -04 FOUND MON J IN CASE CL OF LAKE yWASH. BLVD 7 -27 -D4 FOUND MON IN CASE CLOF LAKE 858.52' WASH. BLVD 1514.70' 7 -27 -D4 32' 28. 29' N 8851'35' W MON IN CASE ON SOUTH LINE CALC PER ROS Checked for Compliance to City Standards bvwaC w 1/4 ITV CORNER F1/4 CORNER OF 5 -23 -05 CALC PER CITY MON IN CASE SOUTH 1/4 OF 5 -23 -05 CALC PER ROS S 89'36'08' E 2649,45' MON IN CASE SOUTHEAST CORNER 5 -23 -05 CALC PER CITY SE 1/4, SW 1/4, 5 SEC., T23.N., R. 5 E., W.M. Surveyor Vertical Datum SADLER- BARNARD & ASSOC. INC. CITY OF RENTON BENCHMARK #2177 12714 VALLEY AVE. E SUITE B 3.5' BRASS RISKATTHE NW CORNER SUMNER, WA 98390 OF CONC. BASE OF SIGNAL BRIDGE 253) 826 -8135 AT THE R/R CROSSING AT THE CONTACT: MIKE LUNA NORTH ENTRANCE OF COULON PARK DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , EL= 37.254 FEET NAVD 88 Site Benchmark Basis of Bearing R/R SPIKE SET IN POWER POLE RECORD OF SURVEY AS RECORDED AT SOUTHWEST CORNER OF SITE UNDER RECORDING NUMBER EL =51.60 9901159003, RECORDS OFTHE KING COUNTY AUDITOR (ROS) Legal Description NORTH 75 FEET OF LOTS 312THROUGH 315 OF THE PLAT OF CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME11, PAGE 83 RECORDS OF KING. COUNTY, WASHINGTON, TOGETHER WITH THESOUTHERLY30FEETOFMORGANAVE. (TO BE VACATED) Civil Sheet Index SS -1 COVER SHEET SS -2 SANITARY SEWER EXTENSION PLAN AND PROFILE SS -3 SANITARY SEWER EXTENSION DETAILS SS -4 SANITARY SEWER EXTENSION DETAILS Construction Sequence 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OFRENTON, THE APPLICANTAND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY °VEIWA AND HORIZONTAL LOCATIONS OFALL EXISTING UNDERGROUND. UTILITIES. CONTACT ALL UTILITYCOMPANIESTHATMAYBEEFFECTEDBYTHEPROPOSEDCONSTRUCTION. THE ONE CALL NUMBER IS 1- 80D- 424`5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIORTO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILM CONSTRUCTION ENTRANCE 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. B. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON THE DRAWINGS. INSTALLSTORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCHBASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWEDTO LEAVE THE SITE AT ANY TIME DURING THEGRADINGOPERATIONS. USE CATCH WIN SEDIMENT FILTERSTO CAPTURE SEDIMENT PRIOR TO DISCHARGE 12. INSTALL NEW UTILITIES PER THE DRAWINGS. A WETTAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BYA CITYAPPROVED SUBCONTRACTOR. B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. 13. FINISH GRADE SITE AND 'CONSiRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, -CURBS AND GUTTERS. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH.. LANDSCAPE PLANS. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHOREffD LOCATIONAT NO COSTTO THE OWNER. 16, CLEAN SFORM DRAINAGE SYSTEM OF ALLSEDIMENT AND DEBRIS. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE ISCOMPLETELY STABILIZED. FmAien Control Notes 1. 2. 3. 4. 5 6.' 7. A PRE - CONSTRUCTION MEETING MUST BE i DESIGN ENGINEER. 7N AS PRESCRIBED ON THE PLAN SHALL BEUCTION. IMENT FACILITIES, SHALL BE MAINTAINED IN A G AND /OR CONSTRUCTION, IS COMPLETED•AND aLEMENTAHON, MAINTENANCE, REPLACEMENT AND i SHALL 13E THE RESPONSIBILITY- OFTHE PERMITTEE ICTED ON THIS DRAWING ARE INTENDED TO BE IITIONS.;AS CONSTRUCTION PROGRESSES AND Sanitary Sewer Notes and Specifications 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY OFRENTONUTILITYDEPARTMENTANDTHELATESTEDITIONOFTHEWSOOT /APWA STANDARDS AND SPECIFICATIONS 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 330 PAL ONWEEKDAYSUNLESSOTHERWISEAPPROVEDINWRITINGBYTHEPLANNING /BUILDING /PUBLIC WORKS DEPARTMENTAT235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHAMBE APPROVED BY THEPLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIREDEPARTMENT; AND 911 SHALL BE NOTIFIED 24 HOURS iN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLICWORKSCONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT STALL BETHE CONTRACTOR'SRESPONSIBILITY' TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEWCONSTRUCTION: IT SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIORTOSTARTINGCONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OFRENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlLUNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION` SITE, 7. IT SHALL BE THE RESPONSIBILIY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. 'PLANS APPROVED BY THE CITY OF RENTON; PUBUCWORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. IRING.THECOURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY 0 ADDRESS ANY NEW CONDITIONSTHAT MAY CREATED BY HIS ACTIVITIES AND TO FACILILIFS,.OVER AND ABOVE .MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT SAND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. . z 's LAN :IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR , I:!„ek, RIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT: DISTURBED SOIL AREASISQUAREFEET, THAT ARE TO BE LEFF UNWORKED FOR MORE THAN TWELVE (12) HOURS, BY MULCH, SODDING, OR PLASTIC COVERING. HAS BEEN STRIPPED OFVEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED ' FOR A rtKIUU ur . DAYS OR MORE, -DGRASSPLANTINGOROTHERAPPROVED' EROSION CONTROL TREATMENT APPLICABLE TO THETIME OF YEAR 1NQUESTION. 'GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRILTHROUGHSEPTEMBERINCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE ' PERMRTTEE.BUT MUST BE AUGMENTED WITH MULCHING, NETIING, OR OTHER TREATMENT APPROVED BY THE o CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. n 8. FOR ALL EROSION / SEDIMENTATION CONTROL PONDSWHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, AFENCE. A MINIMUM OF 3 FEET HIGH IS REQUIRED. WITH 3:1 SIDE' SLOPES. 1 NO a C/:) C / - 0 mom1/ J O tV M z B z 4w 3x 1 aty 4 v x fu t3 n i5 0 0 a w 1M Io Lgo C0 Z Q X > U) X T] C0 OJ X 3 ° w 2 NLn t Q U c Y p J u n TN N o. wZ o O 3 1y-y W a ZJ o+ m rnc s a o N aN 4 0 SE 1/4, SW 1/4, 5 SEC., T23.N., R° 5 Connection Detail NTS GPK GASKETED TRANSITION COUPLING CONC X MANHOLE ADAPTER (ROMAC OR APPROVED EQUAL) EX 8' CONCRETE OWm 1a }oo y z 8' PVC STUB AS NEEDED MAINTAINTOCONNECTTOSSMH #1 EX SLOPE BUILDING FOOTPRINT - r MIN FFE 41.0MINFEE; 6.0 STA 14+19, 34 LTb \ IE CONNECTION145.66 A Ei nli IE 0 P/L 45 3344,50070 6' SIDE SEW STUB J 54-' M e 'gTOPROPERTYuLJNE o PER CDR STD , LAN BR39 STA 14 +84, 26.6 T ti i " I SEE DETAIL 0 .SHEET SS -4 SHALLOW MANHO COLLAR TYPE 1, £sz : - 1 112.70' MIN 2.0% PER COR STD P N BR37 L= 31.88' - sr = D= 04'10'49° ( SEE DETAL ON SHEET SS -3t3i.66' i D =01''0'27° D= 01'10'57° _ _ -k - '— - _ 1 - - L= 144.3fi D= 05.21'16" +'-" i LF8' PV(; / /: 1, - R= 754470 LF 8° PVN..C" -mw J /•t9LF 1\ 130 LF,1tE SiR ""i1Gt1F -- p ins f ? -- w - - ---- = - - - r 14 +00 " -- --- 1St ; 13 +oD 28NJ Sam - ---;ri. CI98nWlt IX STREET LIGHTz _-- - - - STA 14+31, -23.8' LT I T v1 r - --- PT PER COR STD PLAN BW18B LSIDE SEWER TEELakeTSEEDETAILONSHEETSS -3 CONNECTION (TYP) PER COR PAVEMENT PATCH (TYP) W/ 2'X A' CONC PAD PER COR STD PLAN HR 23cFCncren (1N SHFfT SS - NT PVC PIPE STA 15+ IE CONNE LYd4if? V SIDE B TO PRO PER COR MIN 2.0% 55 50 45 40 35 30 25 ... . :. .. .. ....:...... ...:.........: . C eked for Compliance to City Standards/ I Pr7Q ' 7 (? -a-x Ww -J -3d 'G E., W°M. Shoulder Restoration Detail \ J. pUDENGINEERING, PLLC J 4' TOPSOIL TYPE B 7936 SEWARD PARK AVENUE S. 0 4' WIDE SHOULDER MATCH IX GRADE (TYP) SEATTLE, WASHINGTON 98118 o OR HATCH IX GRAVEL PH: 206.725.1211 FAX: 206.725.1211 NALGO • 25' EXPIRES 5/16/2006 4' COMPACTED DEPTH) NOTES' I ` _ 20 0 10 20 40 CRUSHED SURFACING 1• PROTECTION AND RESTORATIONBASECOURSESHALLBEINACCORDANCEWITH TRENCH RESTORATION 1- 07:16 CM OF REMON PER CAR STANDARDS SUPPLEMENTAL SPECIFICATIONS SCSI@ 1 '020 FOR THE 1996 STANDARD 1SEWERPIPE (IYP Q SPECIFCATIONS: Legend SEE PROFILEDEPTHS DR 2. ALL TRENCH RESTORATION SHALL t7< - - EX CONTOUR (INDEX) 4° CLEANOUTBEPERTHECURRENTCITYOF - RENTON TRENCH RESTORATION' AND EX CONTOUR SIDE SEWERSTREETOVERLAPREQUIREMENTS - /- PROPERTY LINE \ \\\ SEWER MAIN MANHOLE 8C. T103764 SHOULDER ABOVE FLOWFLOW DIRECTIONSEEDETAILABOVE - C900 PIPE SEWER SfU -- - - xrn/va HORIZONTAL SEPARATIONSTO WATER LINE PERTY LINE alb IS LESS THAN 10 FEET AND VERTICAL ALL SEWER MANHOLES IN NONE PAVED S@ PLAN BR37 STA 16+32, 19:4 L SEPARATION IS LESS THAN 18 INCHES AREAS MOM 1 -.FOOT MIN DE AI.ON_SH€LT- - SHALLOW MANHOLE CO TYPE B CLEARAVL't CONCRETESQUARE COLLARPER"IX)tiWSTD PLAN BR37 SEE DETAIL`ONSHEET SS-3 EX STREET LIGHT SrAW .W 8819' 644 Manhole4.;.20 —i ___ } /2ms r s r .¢ , 9 STA 17 +67, 22.6 LT rte• s e ' 2 —I SHALLOW MANHOLE COLLARTYPE 8 1 PER CDR StD PLAN BR37s CONTRACTOR TO EXPOSESEEDETAILONSHEETSS -3 AND VERIFY ELEVATION, SLOPECONNECTTOIXPIPEANDLOCATIONOFEXISBNG STUB PRIOR TO CONSTRUCTION46uFC9 16 +_00 `{ --- 3'6• 2.68% z-- _ i"5 16 5bi- 17 +50ER s`( Itj 11 r_. N: 93.9931.6 ffi 1 crStu -Af AA"Jefllft fyRJW Gs FZOMlNE=19.38' m NNW IX GROUND 6 C/L OF EX PIKE ACROSS ROADWAY EX GROUND *:C /L OF PIPE 3i € 36 LF PVC ® o. _ 83F4 :Cleanout ` CONNECTION : ttxsumnunHa . 1+31 23.8 LT SSE DETAIL ABOVE1 R IE 45.74 (8° S)"(f:g ° C AA4D,}1X777.iB. g 54' Manhole - STA- '14 +$4, 26.6 LT' - PER:COR STD PLAN DR37 RIM Ht q'8.25 - 35 IE.4$89.f8 S.y:n ...... - ...... . PPv .. ... STA 16 +32 194 LT tA ". ) PER 0.7 STD ALAN BR37 IIX ffwEe aiaE A t RIM € 30 off: 7 i L3E0 (.OERTIPY . _ E M. 99- F yy THE A G F __R F A "E 5 N WORK PERFORMEED IN ACCQR : CE SEPARATION IS LESS'THAN i8 INCHES IIE gg1 (8 N 30 b+2 6"I -N CAF: t. r,AL..Y ACCEFT " ONAt $tiP...EY PRACTICE. WE MAKE NO EX IE3 Bi:!, (E° W) 2 . OR Q - TEL} . . ............................... ............................... . 30.5 L17 & L AS-IB U I LT NOTES; wwsr, 1•) FV= FieldVerlfe( iH r+•ationDALEG. OARS P.L.S. L. 19635 LF'Pip4; -Om ctiein L %nearFeeT` Kennydale Cafe Sewer Extension 01 -25 -05t K+easu e lron centeree.+ter ofsruGteS 1322 Lake Washington BlvdSAD'.ER /BARNARD and ASSOC., Inc. " i• fII"0 92715 VALLEY AVENUE E., SUITE "B" 1 S53) 82t WASHINGTON135 (88)941 9$300 January Sealer Extension SS-2253) $Z6 8135 {$8$) 949 -959Ei y 11- 13 -,Aoo7 , AS-BUI .i WING Plan and Profile' 2 -4 SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT' J .7 9"1 3 °i• ei ree 1 SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT' J .7 9"1 3 °i• ei ree 1