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Home My WebLink AboutS-348601:64 0 V. 20 • affl. /,.'.0 Lf. C011M I I✓.V Ll. (148TH AVE NE) -.." . . . . . .... . ......... 1.1.1...,.,.� ..... ... . . SSVH RIM 508 m 501 56 SEC. 5E. o . . . . . . . . ... PLEASANT PATH, LLC 9805 N.E. 116TH ST, SUITE 7499 KIRKLAND, W4 98034 PHONE • (425) 785-2870 CORE DESIGN, INC. 14711 NE 29TH PL., SUITE 101 8ELLEWE, WA 98007 PHONE • (425) 885-7877 >-4 a Ir- CONTRACTOR TO VERIFY i All I P I /T.04 U/ 04-58.0 ROO 7 7:JO "E 8L EEN THE MONUMENTS 7W E -j PRIOR TO CON 770N, 514 — ----------- FOUI VD IN PL ACE A T THE WEST 0-4 �4 9: 60 IF QUARTER AND SOUTHWEST SECTION C77ON 11-23-5 PER THE OF SE 5135 CORNER C-9 6" IF . . ........ PLAT OF WADWOOD DIVISION 3, REF. 1. -j 5 5127 I I I 5132 LEGAL DESCRIPTION m I FF 521.0 Z z 8 5202 7 FF 5207,,,1 6 PARCEL A: LOT A OF KING COUNTY SHORT PLA T NUMBER 175040 RECORDED ! i i 65? 750280518, IN KING COUNTY, LINDLR DING NUM RECOR I WASHINGTON, EXCEPT THE NORTH 100 FEET OF THE WEST 26796 FEET THEREOF .51 => .... . ...... . PARCEL 8• ET OF THE WEST 267.96 FEET OF LOT A Of THE NORTH 100 FEET �21 .. . .. . ... .... . . . ...... 7- 5040 RECORDED UNDER KING COUNTY SHORT PLA T NUMBER 17 < RECORDING NUMBER 7503 280518, IN KING COUNTY, WASHINGTON SA N1 TA R Y SEWER NO TES - - 77 UTILITY 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE 0 LATEST E9177ON OF THE eDOTIAPWA STANDARDS AND SPECIFICATIONS. 2 THE HOURS OF WORK IN THE STREET RIGHT- OF- WA Y SHALL BE LIMITED TO 8.°30 AM TO 3. °30 PM ON t4S50A YS UNLESS 0 THERWSE APPROVED IN LL APPROVED WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 425 -430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE A PRO D 9 Y THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE 17ONS FOR MED1177ON RLOU3 ALL UDFISPECIFICATIONS WASHINGTON STA 7F CHAPTER AMERICAN PUBLIC WORKS ASSOCIA 77ON (APWA), LA 7FST AND THE CITY OF RENTON STANDARD 4. ALL LOCA LOCATIONS OF EXIS771VG U77LI77ES SHOWN ARE APPROZIMA TE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY To VERIFY THE TRUE AND CORRECT L OCA 77ON 50 AS TO AVOID DAMAGE OR D157URBANCE P STARTING CONSTRUCTION IT SHALL BE THE 5 A PRE-00NS7RUC770N CONFERENCE AND A 24 HOUR N077CE SHALL BE REWIRED PRIOR TO TA NG NEW CO CONTRACToR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUC;70N- T S IOPD Y A �5 RE5pON51glLITy To N077FY E U77LITY DEPARTMENT 24 HOURS IN REpRESENTA flVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR ADVANCE OF BACK FILLING ALL CONSTRUCTION 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC77ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC770N SITE 7 IT SHALL BE THE RESPONSIBILITY OF TH E CONTRACTOR To OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUC77ON 8 PLANS APPROVED By THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE- jog SITE WHENEVER CONSTRUCTION S IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUIL T DRA WNG OF THE SANITARY SEVER 5 yS TEM WHICH HAS BEEN STAMPED B Y A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACK FILL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LA YERS WITH A L005-E A VERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON , 951-W OF EACH SIDE OF THE PIPE OR TO THE Slff - OF TIME - TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE 7HE SAME AS DESCRIBED 12. OPEN CUT ROAD CROSSINGS FOR UNITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACK FILLED WITH CRUSHED ROCK AND MECHANICALL Y COMPACTED. CUTS INTO EXISTNG ASPHAL T SHALL BE NEA TLINE CUT Xf TH A SAW IN A CON77NI10US LINE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BACK FILL AND COMPAC77011I A PERMANENT HOT M1,Y PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL RE PER CURRENT CITY OF RENTON STANDARDS 13 DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198311991 (METERS) MULCHED OR OTHERWjrf - STABILIZED To THE - SA 775'FAC77ON OF THf - DEPARTMENT FOR THE PREVEN7701V OF 14. ALL DISTURBED AREAS SHALL BE SEEDED AND ON-SITE EROSION AFTER THE COUPLE77ON OF CONSTRUCTION. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A pRopf-RL Y PREPARED FOUNDA 77ON IN ACCORDANCE Of TH SEC77ON 7-023(I) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIRCA 77ONS FOR ROAD AND BRIDGE CONSTRUC770N THIS SHALL INCLUDE NECESSARY LEVELING OF THE 7PENCH BOTTOM OR THE TOP OF THE FOUNDA 77ON MA 7FRIAL AS WELL AS PLACEMENT AND CoMpAC77ON OF REOUIRED BEDDING MA TERIAL TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF PIPE MLL BE SUPPORTED ON A UNIFORMLY DENSE UNKELDING BASE PIPET SHALL BE Pf A GRA VEL 6" ABOVE AND BEL 0 W THE PIPE 5 3 77 S55- 16. SANITARY SEWER PIPE SHALL BE POL YWNYZ CHLORIDE (p< RUBBER GASKETED ASIM D 3034, DR 5, C900, OR DUCTILE IRON CLASS 0 SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REVISION OFAWWA C110 & C111, THICKNESS CL. 52 17 IN UNIMPROVED AREAS, MANHOLE TO EX7FND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE IN PA Vf D AREAS COVER MUST SLOPE IN ALL L DIREC 77ONS TO MATCH PAVING. 18 ALL SANI TA R Y SEWER IMPRO VEMEN 75 SHALL BE CONSTRUCTED IN ACCORDANCE W TH THESE APPROVED PL ANS ANY DE WA 77ON FROM THESE PLANS NS WL. L REWIRE APPROVAL FROM THE OftER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES 19. L OCA 77ONS OF ROA 0 WA Y5, BUILDINGS AND PA RKING AREAS SHO WN HEREON ARE A PPROXIMA Tf - FOR DIMENSIONED L OCA 77ONS OF THESE IMPRO VEMEN TS, REFER TO THE A R01 7FC 7ZIRA L 57 Tf - PLAN IMPROVEMENT AND STRUCTURE L OCA 77ONS SHALL HE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT AND OU VE INVERT T ALL MANHOLE COVERS SHALL BE ADJUSTED To FINISH 6249f - PRIOR TO FINAL PAVING OR LANDSCAPING PER ASTM D-1557-70 (MO 21. ALL TRENCH BACK FILL SHALL BE COMPACTED TO A T LEAST 95X OF THE MAXIMUM DRY OENSITY RF1 q PROCTOR), FOR THE ABOVE K FILL MAY BE TO 9OX IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. FIRST THREE FEET ABO THE PIPE THE REMAINING BACK TRENCH BACK FILL AND COMPAC77ON SHALL BE COMPLE70 PRIOR TO TTSflNG LINES FOR LEAKAGE 22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2- OX PROPERTY /LOT CORNERS AND /OR BUILDING LOCA 77ONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUC77ON SIDE SEWER TEE STA 77ONS ARE REFERENCED FROM THE NEAREST DOHNSTREAM MANHOLE THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS-BUIL T RECORDS OF ALL SIDE SEWER LOCA 77ONS ALL SIDE TE OVER I . SEWERS SHALL BE TE57ED AT THE TIME OF MAIN LINE 7FS77NG PIPE MA RIAL SHALL BE C900 FOR DEPTHS 0 R 5' 23 WHERE A WATER MA IN CROSSES ABOVE THE SANITARY SEWER, AND LESS THA N 3'0" OF Vf R 77CA L CLEARANCE EXIS 75 BETWEEN TH E TOP OF SEWER AND 807TOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER R MAIN CROSSING 24. SANITARY SEWER MAIN LINES (8- DIAMF7FR AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT 25 NEW CONNEC77ONS TO EXISTING FACIL177ES SHALL BE SEALED OFF UN77L UPSTREAM CON57RUC77ON /5 FINISHED, TESTED, CLEANED AND ACCEPTED ALL CONSTRUC 77ON DEBRIS AND WA 7FR SHALL BE REMOVED PRIOR To OPENING THE SEAL. ALL TES'ANG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26 PRIOR TO ACCEPTANCE OF CON57RUCTON AND /OR ISSUANCE OF OCCUPANCY pERM175 ENGINEER /SURVEYOR - CERTIFIED 5 8 9 W 5 5 8 , A-UILT DRAW MUTE PREPARED OF ALL SA N1 TA R Y SEWER FACILITIES. 27 INSTALL FALL RE57PAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP FALL RESTRAINT SY57FM SHALL BE 'SURETRACT CLIMBING AND FALL PROTEC77ON SYS7EM'A' AS MANUFACTURED By "MILLER FALL PROTECRON" II U-62 I" = 1200i 0/ "q'*- UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 H. S 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING • SURVEYING SANITARY SEWER PLAN, PROFILES AND NOTES C5.01