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HomeMy WebLinkAboutzS-3229Set8 V e O ly W � V p Z Q G Z~h W O wz 00 z U � � �� 0 5TI lb I uj H in t O 0 IX t • SE 1/4 SEC. 14, TWP. 23 N., ROE, 5 E., W.M. NE 4TH ST SE 128TH ST w N W W N W � N ►x- INC d to 0 �" 2 •- td SE 137TH SE 38TH SE 139TH SITE SE 141 T ST SE 142ND ST S� SE 143RD ST Q� SE 144TH ST Qy h~ 169 Q rn ✓D�FS �ENrpN � N MAPLE VAtQ-Y R V /C/N/IYMAP NOT m .srwrc 23 L INI T SINGLE FA MIL Y SUBDIVISION NOT£.• CONf", "MARK, AND TCi0l01G�'P.0WIC /NF"A 11GW -WO &V HERECW PfRONDIEO Br Dow su?w#NG /NC B"DARY rE74X u Br cwE muov AMC ' I I i I I I I CENTER 5E. .I th ST" SECTION 1423 -5 — N87'57'31 "W — 2612.97 W C-41 N. LINE, S.E. 1/4, � L c I N.W. 1/4, S.E. 1/4 I Q SEC. 14 -23 -5 Q N88ro7'31"W 1307.06 — 135.66 — OR N 135.66 M LLJ o N b 1 W 623.59 N s SW. LINE, E. 112, Z N88'07'31 "W 623.73 N o$ N.W. 1/4, S.E. 1/4 pn t 1; 2r -5 6 o � I « R N N N 653.82 653.83 N A15.30 _ 1301.65 n N88'1 7'30 "W 0 co o, N v 4 zI I Ln IS cli I I s g I I I I 1308.86 _ _ 1308.86 14 13 N88'37'27"w 2617.72 — Z3 24 SAfM70NuW8D1V14S10N l/l .144 nW. 2A AW S& WX %a it 5W* 00%le"10 SA NITA R Y SEWER PLANS IfING C WASHINGTON aPaucaNr KURT KSGW P.O. BOX 73790 PUYALLIP, WAS WN076W 98373 (253) 5JY -8116 OWNERISMEADDRESS MAW d MMRA N/plGYS f.3B15 1607H AIE. SE. REv X W, WA M59 ENGINEERISURVEYORIP"NNER CWE "M INC 14711 NE. 29Th PLACT SY17F 101 MLLEW& WAMM717N 91M7 (425) &15- -7877 CONTACT.• DA ND C CAYlM,, P.E. - EM'N£ER KEW J VANDERZANDR,, PL. S - SURbfY611P LAfE B HEMANM N, PLANNER BASIS OF BE4RINGS NW2854T 8E7MEEN A/GWGM tN7S F011M IN PLAar AT M SW7H GUAROR COW AAV CMER GIB MIC77aW 14 -23--5 PER HIGYMAD ESTATES AC'CO1G1M 70 PLAT RECOWD AN K L. 212, PGS 10-1,1 AV llf/iMG COGWTY, WAS IMGM. BENCHMARK BROMN aRA.SS SU Aar DISC AN )W ANT. SE 1287H ST. & 156TH A W. S:E: (aTY X RDV7ZW PTf 2103) aEY = 547.94 (167.013 MUMS) 3" MASS 57AVFAOF 01SC AN M ANT. N.E. 47H ST. (SE. 128TH ST. ) & 1487H A r£. SE. (OTr W RMTOV PTI 1852) £LEY = 454.77 (IM 614 AiEMRS) DATUM NA W M PER L77Y Or RI'NA2V SLRWY COMIll Aff'7N M tOL'9 L 1 1'7'0, FR 3%7A SMEETINDEX C5.00 A7LE SHEET C5.01 SANITARY SEWER PLAN C5.21 SANITARY SEWER PROFILES C5.31 SANITARY SEWER NOTES &DETAILS sAft V322f pot LEGAL DESCRIPTION THAT PIGS &W 6F M SO/9"ST OVARMR Or 7W AW7HNFST QUARTER 6F Mf SQlJ1ICAST WAR)& GIB SFCAGW 14, 70NVSW 23 AG UH, RANGY 5 EAST, MLLAMFUE A14EAVAIN, AN AM MGI'NTY,, NIISJAV AX, XESCIMM AS FOLLOW 6E~G AT ME NAk'11' EAST CIDWR 6F SW SaIMAST OUARMR Or 7hE mmHNEST (aUAR1FR ar w So!/Tf>QEAST MARIFR,' POW 507521 V AIOVG NE EAST LM Ar SAID SOIUTJ'><EAST GUAR7M Gig M Na?7HNEST QUARTER GIB 7HE SLIVP EAST MARMR, IJ566 fa7 rO M ME PMT Or aF~Gy TH£1VQr N8 V r58V PARALLEL 70 )W MR7H LAME 6F SW SOU71 CAST QUARTER 6F 7hE' NM7HNEST GUAR7FR 6F PC SOVACAST aWlER, 63360 fFET, M6W W = TO MC NEST LA U Cr SW SOU EAST QUARTER Cr TJ'AE NMTHMEST OVAR7ER aF ME STRUT EAST GUARMt Pacr SD7Ao5V Atow )w 1 ST LAr Gig' SAND SOU1hEAST QIUARTER or Pc Ao?iHNE:ST QUARTER 6F w SoU71',OEAST WAVER, 21677 FEET; ThIE MX SM)"59 T PARALLEL 70 SCUD NAM LAC 653 72 FEET, AI CARL' GAP Lf = 70 7hf' EAST LAS' X Sim SW MEAST QIUAR7E9? Of ME At1AI WEST WARM? 17 Mir SAl KIST WARM?,, - MACE AV 25WT ALOW PC EAST LhW 6F SW SgU11'rE AST WARM? Or ME NMMEST GUARTER GIB Mf SOMCAST ovAR&w,, 267w FEET m 7w Pcwr Ar 6E'a1MMN a DMDT THAT XWOV 7tfww L aw 11/7hNV )w R1ovT - -cr wA r aw 1607H A r£NGE SW)WAST. 4 M4 ERIC � o� CORE • 3 DESIGN •., �� :nom•. ENGINEERING • w 0 • 14711 f* 2ft Pbor $vile 101 to*vw, w— A-1-opoan 9M7 425."5.7877 Fox 425."5.7%3 PLANNING • SURVEYING • v e Z O R sac c Eva O�Z Z�h � y � v �Z � � O Z a � a �I a v %IzIzs � W � � n 11111 R., • 0 SE 1/4 SEC. 14, TWP, 23 N., ROE. a E., W.M. Pm r oF E vENDEL L .2.2mn LOCATE AS 9VOMN ATVI A:pWROW STD. A/ANHG & 4610 R/A/ 460.69 6' /E 44797 ( /N) ` Zr /E W7.70 ftl- i g z o NEI I� • 0 SE 1/4 SEC. 14, TWP, 23 N., ROE. a E., W.M. Pm r oF E vENDEL L .2.2mn LOCATE AS 9VOMN ATVI A:pWROW STD. A/ANHG & 4610 R/A/ 460.69 6' /E 44797 ( /N) ` Zr /E W7.70 ftl- ,t, 2.... ........... ........ .... 40 7W 4 N170NI- PECREA MY JC.J afAAWT 1 �p 22 23 6' SS' afANOUTS 4W- MIN. 623.73 �I/ /N. PAD SW SENER Sw (M..) ELEVA llaV SEE D7lE7AlL 91T. ON (M.) 6 "r Prf (MIN.) N qGY'E (M/N.) NOIT.- aWMAC 0? MUST CW" IV A!MO&O /(#X CaNTr ER0" awma PLANS (SETS 62.01 A V 62. .31) AT ALL W'S ROLL 1'9 ►,.� Pu r oF LIBERTYGROVE I ro'; ol IP -pit (S%/ IA EIRE MU) STA. 1*54 71 T STD. A/ANHACE, 48 "0 RM 452.. E t (MA 70Y EX. PWT.) 10" 1E 444.11 (IN) (N & N F6R fZ17Z/RE COMECTIG V) 10 lE 444 01(avT) PffaPOSED 6' Fa?X MA IN (ErFNa u) PROPO.ED SSMH (SWH 18 EWAUU) STA. 0* 16, 72 T SID. A/ANHGVE, 4810 R M 446181 (MA MV EX. PWT.) 10" lE 440.97 (N) (N) 10" lE 440.87 (0i1 r) (W) 16.5' � 16.5' .. ff "W16 COK SIDEWALK SEE sURFAaNG SECnaN ao776WS S7LT cl 31 S- 3z29o2 SEC TIONS -B UR6 t 4 N S (/B , A L 7 CESS STREET SE 139THSTREET NO SCALE N ANT GoVc, RIC IM CLM & GVMR SEE DEM& Syr. ci Ji SCALE: 1" = 50' 0 25 50 100 BA SIS OF SEA RINGS tiav2e's4T BEWv ,waw,rWH7s f OW AV PCACT AT IlE SLI'/1N MAP7f7P GW&7P AMD GMDP QF M-CIJgV 14-2J-5 PER Mq'KM19 £STAIE.S� Al.1G1APGMNG R7 PYAT RfGti14LiED AV NX. 212, as 10-1,1 ,w aW COMM, DATUM NA W W Pff arr Or R Wr0V R PWY Men AfnXW • RK of am AMY rE ovT. SE. j )Mnv ;a SE. (pry uF mvrov mzw) ary = 56W ry67ou ASPS) 3' ipASS S%IPI mam &w Ay 11'x' ovr. N.E. 4nf ST. (SE. 12W1H' St ) & IVAN AM. SE. (OrY X REN70V PT/ 1852) iWV = 45477 (lJd 614 AM M) AVtT MAXA, 8 LOW24Rr, AA0 R2v=AP1'tIC AFOW70V 9VW MWOV PROMED BY A?PW SWrEW AC 8aMWY WRW BY COW 0f3WV At 1 471114 "n Pkm Sift 10 1 $o N@ wo, Wahirpgooapi 99007 425."S.7977 Fox 425."5.7%3 DESIGN ENGINEERING • PLANNING • SURVEYING • • i NEI I� ,t, 2.... ........... ........ .... 40 7W 4 N170NI- PECREA MY JC.J afAAWT 1 �p 22 23 6' SS' afANOUTS 4W- MIN. 623.73 �I/ /N. PAD SW SENER Sw (M..) ELEVA llaV SEE D7lE7AlL 91T. ON (M.) 6 "r Prf (MIN.) N qGY'E (M/N.) NOIT.- aWMAC 0? MUST CW" IV A!MO&O /(#X CaNTr ER0" awma PLANS (SETS 62.01 A V 62. .31) AT ALL W'S ROLL 1'9 ►,.� Pu r oF LIBERTYGROVE I ro'; ol IP -pit (S%/ IA EIRE MU) STA. 1*54 71 T STD. A/ANHACE, 48 "0 RM 452.. E t (MA 70Y EX. PWT.) 10" 1E 444.11 (IN) (N & N F6R fZ17Z/RE COMECTIG V) 10 lE 444 01(avT) PffaPOSED 6' Fa?X MA IN (ErFNa u) PROPO.ED SSMH (SWH 18 EWAUU) STA. 0* 16, 72 T SID. A/ANHGVE, 4810 R M 446181 (MA MV EX. PWT.) 10" lE 440.97 (N) (N) 10" lE 440.87 (0i1 r) (W) 16.5' � 16.5' .. ff "W16 COK SIDEWALK SEE sURFAaNG SECnaN ao776WS S7LT cl 31 S- 3z29o2 SEC TIONS -B UR6 t 4 N S (/B , A L 7 CESS STREET SE 139THSTREET NO SCALE N ANT GoVc, RIC IM CLM & GVMR SEE DEM& Syr. ci Ji SCALE: 1" = 50' 0 25 50 100 BA SIS OF SEA RINGS tiav2e's4T BEWv ,waw,rWH7s f OW AV PCACT AT IlE SLI'/1N MAP7f7P GW&7P AMD GMDP QF M-CIJgV 14-2J-5 PER Mq'KM19 £STAIE.S� Al.1G1APGMNG R7 PYAT RfGti14LiED AV NX. 212, as 10-1,1 ,w aW COMM, DATUM NA W W Pff arr Or R Wr0V R PWY Men AfnXW • RK of am AMY rE ovT. SE. j )Mnv ;a SE. (pry uF mvrov mzw) ary = 56W ry67ou ASPS) 3' ipASS S%IPI mam &w Ay 11'x' ovr. N.E. 4nf ST. (SE. 12W1H' St ) & IVAN AM. SE. (OrY X REN70V PT/ 1852) iWV = 45477 (lJd 614 AM M) AVtT MAXA, 8 LOW24Rr, AA0 R2v=AP1'tIC AFOW70V 9VW MWOV PROMED BY A?PW SWrEW AC 8aMWY WRW BY COW 0f3WV At 1 471114 "n Pkm Sift 10 1 $o N@ wo, Wahirpgooapi 99007 425."S.7977 Fox 425."5.7%3 DESIGN ENGINEERING • PLANNING • SURVEYING • • N N m a 92 elf 8 8 on r SE 1/4 SEC. 14, TWP. 23 Not ROE, 5 E. � W.M. t • S ROLL 19,7 ri F 11 - V j I ' . - - - i - - - -- 0 ' 9 h W y O� O�z � ZcWi�o CIE ZE� W O� y chi a MOR TAB FILLET MANHOLE FRAME AND COVER SEE DRA WNG BR29 ADJUS77NENT (4" MIN.) CONE RUBBER GASKEMD JaN7S S7-PS - 3/4" DEFORMED BAR S7FPS SHALL BE INCLUDED CANCRE7F RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21'v I.D. LADDER -STD. ALUMINUM OR GALVANIZED S7FEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 6 w Q 0 O 0 NOTES F--4 1. STEPS TO BE 314' I DEFORMED BAR GAL VAN /ZED SAFETY Z S7FPS OR EQUAL. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAONS ARE INSTALLED. 3. CASANC TO BE PER DRAWING BR29. 8 4. MANHOLE SECAANS TO BE OF REINFORCED PRECAST z o V) CONCRETE. ro �� 5 ALL JOINTS SHALL BE GROU7F0. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL /N7ER /AR SURFACES INCLUDING CHANNEL /NC, COATED (SEALED) W1TH A HIGH SOL IDS URETHANE COAANG,• s WASS£R MC- CANSEAL OR APPROVED EQUAL; � CAC A4 OF COAANG SHALL BE NHl1F 7 RUBBER CASKE7ED ANTS SHALL BE IN CONFORMANCE o IN1H ASTM C -443. 8. CHANNEL HEIGHT SHALL BEAMINIMUM OF 314 THE !NS/D£ 9. DlAME7FR OF THE LARGEST PIPE. CANNECAANS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N -SEAL BOOTS OR APPROVED EQUAL. SA NITA R Y MA NNOL E TYPICAL DETAIL NOT TO SCALE 6 w Q 0 wwA mJy•ilH SE 1/4 SEC. 14, TWP, 23 Not ROE, S E., W.M. R/W � 10 MIN. 6" BUILDING SEWER PIPE I TEE WI7H 6" SYDE OUTLET CYEANOUT- -SEE DETAIL LEFT 1 2 "x 4" STUD SERVICE MARKER PAINT UPPER POR77ON W11 TF AND LABEL "SEWER" *17T H 3" HIGH BLACK LETTERS. WRAP A WIRE AROUND 7HE PIPE, EX TEND 17' TO FINISH GRADE AND A TTACH IT TO THE 2 "x4" STUD. SIDE SEWER DEM Aw 4 NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: J. 5 M/X CONCRETE BLOCK /NG 25• GUS LE o IN p N 9� MP NGR� GO 2x MIN SLOPE T \-/6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE �O OF 7FE A T MAIN OVER 25' TYPICAL SIDE SEWER ELEVA 77ON ELEVA T7ON NOTE: UNLESS 07HERWlSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MIN /MUM 4' COVER A T PROPERTY LINE OR 3 -5' LONER THAN THE L0WEST HOUSE ELEVA 770N, WHICHEVER IS LOWERR, UNLESS 07HERfNSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN IN7H STAINLESS STEEL. BANDS N!/£N COWN£CANC NEW SIDE SEWERS TO £X /SANG MA /N. NTR/F/ED CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND Cl PIPE SEWER MA /NS ARE TO BE CARE DRILLED SIDE SEWER DEM /1.�/ NO SCALE SA NITA R Y SEWER NOTES 1. ALL MORK MA lER/ALS SHALL BE IN CONFORMANCE WI TH THE STANDARDS AND .SPEC /F /CA nONS OF 7HE aTY OF RENTON U77LITY DEPARTMENT AND THE LA TEST ED/ 77ON OF THE WSDOT/APWA STANDARDS AND SPEC/F/CA 77ONS. 2. THE HOURS OF *wK IN THE STREET RIGHT -oF WA Y SHALL BE LIMITED TO & 30 AM TO 3.• 30 PM ON WEEKDA YS UNLESS 07HERWISE APPROVED IN 14RI77NG BY THE DEPARTMENT OF PUBLIC W RKS AT 425 - 430 -7200. ALL STREET CLOSURESy PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPAR77WENT, f7RE DEPARTMENT, AND 911 SHALL BE NOWIED 24 HOURS IN ADVANCE. J. A LL CONSTRUCTION SHALL BE IN ACCORDANCE WI7H "STANDARD SPEC/f7CA 77ONS FOR MUNICIPAL PUBLIC *VRKS CONSIRUC77ON" PREPARED BY IHE WASHINGTON STA 7F CHAPTER AMER /CAN PUBLIC WINKS ASSOC/A 77ON (APWA), LA 7FST EDITION AND THE CITY OF REN700V STANDARD SPEGf7CA770VNS. 4. ALL LOCA 77ONS OF EXIS77NG U77LI TIES SHOWN ARE APPROX /MA TE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA 7700V SO AS TO A k00 DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQU IRED PR /OR TO STAR77NG NEW CONSTRUCTIOW. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM/ /TS PRIOR TO STARTING CONSTRUC770N. (INSPEC7700V MILL BE ACCOMPLISHED BY A REPRESENTA 77W OF THE CITY OF REN70N). IT SHALL BE 7HE COW TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKf7LLING ALL CONSTRUCnoN. 6. CON7RAC7OR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF C0WS7RUC71ON AND FOR THE SAFETY OF MOWERS AND OTHERS ON NE CONSTRUC770N STF. 7. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR 70 OIBTA /N STREET USE AND ANY OTHER RELATED PERM17S PRIOR TO ANY CONSTRUC770N. B PLANS APPROVED BY 7HE CITY OF REN70N PUBLIC MqRKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE " SITE MNENEVER CONS7RPUC7700V IS IN PROGRESS 10. 7HE C0N /7RAC701R SHALL PRONDE NE GYTY OF REN70N WIN AN AS -BUILT DRAWNG OF INC SANITARY SEWER SYSTEM MN/CH HAS BEEN STAMPED BY A LICENSED PROIFESSFOIVAL ENGINEER OR LICENSED PROFESSIONAL SURVEYDR. 11. BAGI(F/LL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF' THE PIPE IN LA MFRS M/7N A LOOSE A VERAGE DEPTH OF 6 INCHES MAXM OM OEPRY OOr 8 INCHES: THAROUGHL Y TAMPING EACH LA YFR TO 95X OF MAX/A/UM OIENS/rY. 7HESE CCWACTFD LA MFRS A/USr EXTEND FAR ONE PrPE DIAMETER AN EAQH SIDE OF rw Pocr AR ro TWE SIDES OF rw TRENCR. MA (TRIALS TO COIAoLEW M RU OWR ME PW SHALL BE THE S4W AS DESCRIBED. 12. aom CUT ROAD 09VSS?NGS FAR UTILITY TRENOMES ON EX/SnNG TRA VELED ROADWAY SHALL BE BACKF/LLED WIN CRUSOYED ROCK AND MECHANCALL Y COWAC7ED. CUTS INTO EXISTING AVRAL T SHALL BE' AEA am CUT W IN A SAW IN A COIN77NUOUS LINE. A TFi1~ARY COLD ANX PATCH MlIsr w PLACED MI EDVA TEZ Y AFTER BVIGI(FILL AND CONIoAC770N. A PmmANENr HOT ANX PA Tip/ SHALL a' Puav INTI'w 10 DA rS ^w SHALL ar PER CIARRENr arY AF aNrcov STANDARDS ROLL 1 91.7 Fl;t • 3�7",w, i i-I a DA 7UM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWSE STABILIZED TO THE SA 77SFACTIQN OF THE DEPAR7A/ENT FOR THE PREVENI700V OF OV -SITE EROSION AFTER 7HE COUPLE7I00N OF CONS7RUC7TON. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PRGPERL Y PREPARED FOUNDA 7700V IN ACCORDANCE NI'7H SEC7700V 7- 02.3(1) AF THE CURRENT STA IF oor WASNINGraV STANDARD SPEGYF /CA n00VS FOR ROAD AND BRIDGE CONSIRUCROM. TH /S SHALL INGYUDE NECESSARY LEWLING OF THE TRENCH B07TOM OR THE TCP OF THE FOUNDA TIGW MA TERyAL AS #ELL AS PLACEMENT AND COA/PAC77ON OF REQUIRED BEDDING MA 7ER /AL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UN /FORYL Y DENSE UNYIELDING BASE: PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YV1NYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, C900, OR DUC77LE IRON GLASS 50. SANITARY SEWER FARCE MAIN 70 BE CEMENT LINED DUC77LE IRON PIPE' CONFORMING 70 LA TE'ST REVISION OF A WWA C110 & C111, THICKNESS CL. 52. 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAX /MUM OF 18" ABOVE f7NISHED GRADE. IN PA VED AREAS, COVER MUST SLOPE IN ALL DIREC774NS TO MA TCH PA WNG. 18. ALL SAN /TARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE W77-1 THESE APPROVED PLANS. ANY DE WA 77ON FROM THESE PLANS WILL REOUIRE APPRO VA FROM/ 7HE OWNER, ENGINEER AND APPROF'R /A TE PUBLIC AGENCIES. 19. LOCH 7701VS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA TF FOR DIMENSIONED LOCA 770NS OF THESE IMPROVEMENTS, REFER TO THE ARCH /TFCTURAL SI TE PLAN. IMPROwmENT AND STRUC7URE LOCH 77ONS SHALL BE FIELD SET BY THE ENGINEER AS REOU /RED. 20. ALL MANHOLES SHALL BE PER 771E Cl TY OF RENTON STANDARDS ANO SPECIf7CA 17ON5. ALL MANHOLES SHALL HA W A MIN /MUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET*FFN INVERT IN AND INVERT OUT. ALL MANHOLE COMERS SHALL BE ADJUSTED TD FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A T LEAST 95x OF THE MAXIMUM DRY DENSI TY PER ASTM D -1557- 70 (MDD/F/ED PROCTOR), FOR THE FIRST THREE FEET ABDVE THE PIPE. THE REMAIN /NG BACKf]LL MA Y BE TO 90X IF NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL f7LL. 7RENCH BACKFILL AND COMPAC77ON SHALL BE CONPLETFD PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HA VE A MIN /MUM SLOE OF 2.0X PROPERTY /SOT CORNERS AND /OR BUILDING LOCH T70NS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RUC770N. SIDE SEWFR T SE STA 77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CON79ACTOR SHALL MAINTAIN ACCURA TF AS -BOIL T RECORDS OF ALL SIDE SEWER LOCH 770VNS. ALL SIDE SEWERS SHALL BE TESTED A T THE T/ME OF MAIN LINE 7ES77NG. PIPE MA 7ER /AL SHALL BE C900 FAR DEPTHS OVER 15 23. WHERE A WA TER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS THAN 310" OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM/ OF WA TER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED W1TH DUC77LE IRAN PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA 7ER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" D/AMETFR AND LARGER) SHALL NOT BE CONS77?UCTED ANY CLOSER 7%IAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UN77L UPSTREAM CONS7R ?UC77ON IS RN /SHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WA TER SHALL BE REMOVED PR /OR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF C0VVS7RPUC77CN AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURWYOR- CER77f7ED AS -BUIL T DRA WINGS MUST BE PREPARED OF ALL SANITARY SEWER FA CILI TIES. 27. /INSTALL FALL R£S7RNNT SYS7EM IN ALL SANITARY SEMER MANYMES OlfR 20 fEET DEEP. FALL WSTRAINT SYST6V 9VALL BE "SW7RACT L7Al/&W AND FALL PROMC7laV SYSTEM; AS MANUFACAh D BY VILLER FALL PR07FC70V - S 3 ??904 O 4 C:�y OT =3 ;.s •• COItE vow� DESIGN ENGINEERING sCA EO AN 2 -a ocw 14711 NF 290 Plan. Svc 10 1 NMrwr, WwlMiepown 95007 425."S.7877 Fox 425.M5.7%3 PLANNING SURVEYING • 8 z o V) wwA mJy•ilH SE 1/4 SEC. 14, TWP, 23 Not ROE, S E., W.M. R/W � 10 MIN. 6" BUILDING SEWER PIPE I TEE WI7H 6" SYDE OUTLET CYEANOUT- -SEE DETAIL LEFT 1 2 "x 4" STUD SERVICE MARKER PAINT UPPER POR77ON W11 TF AND LABEL "SEWER" *17T H 3" HIGH BLACK LETTERS. WRAP A WIRE AROUND 7HE PIPE, EX TEND 17' TO FINISH GRADE AND A TTACH IT TO THE 2 "x4" STUD. SIDE SEWER DEM Aw 4 NO SCALE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: J. 5 M/X CONCRETE BLOCK /NG 25• GUS LE o IN p N 9� MP NGR� GO 2x MIN SLOPE T \-/6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE �O OF 7FE A T MAIN OVER 25' TYPICAL SIDE SEWER ELEVA 77ON ELEVA T7ON NOTE: UNLESS 07HERWlSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MIN /MUM 4' COVER A T PROPERTY LINE OR 3 -5' LONER THAN THE L0WEST HOUSE ELEVA 770N, WHICHEVER IS LOWERR, UNLESS 07HERfNSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN IN7H STAINLESS STEEL. BANDS N!/£N COWN£CANC NEW SIDE SEWERS TO £X /SANG MA /N. NTR/F/ED CLAY, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND Cl PIPE SEWER MA /NS ARE TO BE CARE DRILLED SIDE SEWER DEM /1.�/ NO SCALE SA NITA R Y SEWER NOTES 1. ALL MORK MA lER/ALS SHALL BE IN CONFORMANCE WI TH THE STANDARDS AND .SPEC /F /CA nONS OF 7HE aTY OF RENTON U77LITY DEPARTMENT AND THE LA TEST ED/ 77ON OF THE WSDOT/APWA STANDARDS AND SPEC/F/CA 77ONS. 2. THE HOURS OF *wK IN THE STREET RIGHT -oF WA Y SHALL BE LIMITED TO & 30 AM TO 3.• 30 PM ON WEEKDA YS UNLESS 07HERWISE APPROVED IN 14RI77NG BY THE DEPARTMENT OF PUBLIC W RKS AT 425 - 430 -7200. ALL STREET CLOSURESy PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPAR77WENT, f7RE DEPARTMENT, AND 911 SHALL BE NOWIED 24 HOURS IN ADVANCE. J. A LL CONSTRUCTION SHALL BE IN ACCORDANCE WI7H "STANDARD SPEC/f7CA 77ONS FOR MUNICIPAL PUBLIC *VRKS CONSIRUC77ON" PREPARED BY IHE WASHINGTON STA 7F CHAPTER AMER /CAN PUBLIC WINKS ASSOC/A 77ON (APWA), LA 7FST EDITION AND THE CITY OF REN700V STANDARD SPEGf7CA770VNS. 4. ALL LOCA 77ONS OF EXIS77NG U77LI TIES SHOWN ARE APPROX /MA TE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA 7700V SO AS TO A k00 DAMAGE OR DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQU IRED PR /OR TO STAR77NG NEW CONSTRUCTIOW. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM/ /TS PRIOR TO STARTING CONSTRUC770N. (INSPEC7700V MILL BE ACCOMPLISHED BY A REPRESENTA 77W OF THE CITY OF REN70N). IT SHALL BE 7HE COW TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKf7LLING ALL CONSTRUCnoN. 6. CON7RAC7OR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF C0WS7RUC71ON AND FOR THE SAFETY OF MOWERS AND OTHERS ON NE CONSTRUC770N STF. 7. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR 70 OIBTA /N STREET USE AND ANY OTHER RELATED PERM17S PRIOR TO ANY CONSTRUC770N. B PLANS APPROVED BY 7HE CITY OF REN70N PUBLIC MqRKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE " SITE MNENEVER CONS7RPUC7700V IS IN PROGRESS 10. 7HE C0N /7RAC701R SHALL PRONDE NE GYTY OF REN70N WIN AN AS -BUILT DRAWNG OF INC SANITARY SEWER SYSTEM MN/CH HAS BEEN STAMPED BY A LICENSED PROIFESSFOIVAL ENGINEER OR LICENSED PROFESSIONAL SURVEYDR. 11. BAGI(F/LL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF' THE PIPE IN LA MFRS M/7N A LOOSE A VERAGE DEPTH OF 6 INCHES MAXM OM OEPRY OOr 8 INCHES: THAROUGHL Y TAMPING EACH LA YFR TO 95X OF MAX/A/UM OIENS/rY. 7HESE CCWACTFD LA MFRS A/USr EXTEND FAR ONE PrPE DIAMETER AN EAQH SIDE OF rw Pocr AR ro TWE SIDES OF rw TRENCR. MA (TRIALS TO COIAoLEW M RU OWR ME PW SHALL BE THE S4W AS DESCRIBED. 12. aom CUT ROAD 09VSS?NGS FAR UTILITY TRENOMES ON EX/SnNG TRA VELED ROADWAY SHALL BE BACKF/LLED WIN CRUSOYED ROCK AND MECHANCALL Y COWAC7ED. CUTS INTO EXISTING AVRAL T SHALL BE' AEA am CUT W IN A SAW IN A COIN77NUOUS LINE. A TFi1~ARY COLD ANX PATCH MlIsr w PLACED MI EDVA TEZ Y AFTER BVIGI(FILL AND CONIoAC770N. A PmmANENr HOT ANX PA Tip/ SHALL a' Puav INTI'w 10 DA rS ^w SHALL ar PER CIARRENr arY AF aNrcov STANDARDS ROLL 1 91.7 Fl;t • 3�7",w, i i-I a DA 7UM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 1983/1991 (METERS) 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWSE STABILIZED TO THE SA 77SFACTIQN OF THE DEPAR7A/ENT FOR THE PREVENI700V OF OV -SITE EROSION AFTER 7HE COUPLE7I00N OF CONS7RUC7TON. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PRGPERL Y PREPARED FOUNDA 7700V IN ACCORDANCE NI'7H SEC7700V 7- 02.3(1) AF THE CURRENT STA IF oor WASNINGraV STANDARD SPEGYF /CA n00VS FOR ROAD AND BRIDGE CONSIRUCROM. TH /S SHALL INGYUDE NECESSARY LEWLING OF THE TRENCH B07TOM OR THE TCP OF THE FOUNDA TIGW MA TERyAL AS #ELL AS PLACEMENT AND COA/PAC77ON OF REQUIRED BEDDING MA 7ER /AL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UN /FORYL Y DENSE UNYIELDING BASE: PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YV1NYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, C900, OR DUC77LE IRON GLASS 50. SANITARY SEWER FARCE MAIN 70 BE CEMENT LINED DUC77LE IRON PIPE' CONFORMING 70 LA TE'ST REVISION OF A WWA C110 & C111, THICKNESS CL. 52. 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAX /MUM OF 18" ABOVE f7NISHED GRADE. IN PA VED AREAS, COVER MUST SLOPE IN ALL DIREC774NS TO MA TCH PA WNG. 18. ALL SAN /TARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE W77-1 THESE APPROVED PLANS. ANY DE WA 77ON FROM THESE PLANS WILL REOUIRE APPRO VA FROM/ 7HE OWNER, ENGINEER AND APPROF'R /A TE PUBLIC AGENCIES. 19. LOCH 7701VS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MA TF FOR DIMENSIONED LOCA 770NS OF THESE IMPROVEMENTS, REFER TO THE ARCH /TFCTURAL SI TE PLAN. IMPROwmENT AND STRUC7URE LOCH 77ONS SHALL BE FIELD SET BY THE ENGINEER AS REOU /RED. 20. ALL MANHOLES SHALL BE PER 771E Cl TY OF RENTON STANDARDS ANO SPECIf7CA 17ON5. ALL MANHOLES SHALL HA W A MIN /MUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BET*FFN INVERT IN AND INVERT OUT. ALL MANHOLE COMERS SHALL BE ADJUSTED TD FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A T LEAST 95x OF THE MAXIMUM DRY DENSI TY PER ASTM D -1557- 70 (MDD/F/ED PROCTOR), FOR THE FIRST THREE FEET ABDVE THE PIPE. THE REMAIN /NG BACKf]LL MA Y BE TO 90X IF NOT IN AN AREA OF FU7URE PAVEMENT OR STRUCTURAL f7LL. 7RENCH BACKFILL AND COMPAC77ON SHALL BE CONPLETFD PRIOR TO 7ES77NG LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HA VE A MIN /MUM SLOE OF 2.0X PROPERTY /SOT CORNERS AND /OR BUILDING LOCH T70NS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONS7RUC770N. SIDE SEWFR T SE STA 77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CON79ACTOR SHALL MAINTAIN ACCURA TF AS -BOIL T RECORDS OF ALL SIDE SEWER LOCH 770VNS. ALL SIDE SEWERS SHALL BE TESTED A T THE T/ME OF MAIN LINE 7ES77NG. PIPE MA 7ER /AL SHALL BE C900 FAR DEPTHS OVER 15 23. WHERE A WA TER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS THAN 310" OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM/ OF WA TER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED W1TH DUC77LE IRAN PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA 7ER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" D/AMETFR AND LARGER) SHALL NOT BE CONS77?UCTED ANY CLOSER 7%IAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UN77L UPSTREAM CONS7R ?UC77ON IS RN /SHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WA TER SHALL BE REMOVED PR /OR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF C0VVS7RPUC77CN AND /OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER /SURWYOR- CER77f7ED AS -BUIL T DRA WINGS MUST BE PREPARED OF ALL SANITARY SEWER FA CILI TIES. 27. /INSTALL FALL R£S7RNNT SYS7EM IN ALL SANITARY SEMER MANYMES OlfR 20 fEET DEEP. FALL WSTRAINT SYST6V 9VALL BE "SW7RACT L7Al/&W AND FALL PROMC7laV SYSTEM; AS MANUFACAh D BY VILLER FALL PR07FC70V - S 3 ??904 O 4 C:�y OT =3 ;.s •• COItE vow� DESIGN ENGINEERING sCA EO AN 2 -a ocw 14711 NF 290 Plan. Svc 10 1 NMrwr, WwlMiepown 95007 425."S.7877 Fox 425.M5.7%3 PLANNING SURVEYING • 0 N 8 O V W4 Vl a w o® E- 4� � ml ll O rn SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M. NE 4TH ST SE 128TH ST i I � w! I SE Ii 37TH ^ SE 38TH 5= 139TH SITE N SE '41ST ST `4ry�0' SE 142ND ST Sp- SE 143RD ST p� SE 144TH $T Q � {Z 169 a ✓oNFs REIV Mqp� RD_ IIICIN /TYNAP N NOT TO SCALE N07E.• COV70UR, BOUNDARY, AND TOPOGRAPHIC INFORMADON SHOWN NER£ON PRO 100 BY DRYCO SURVEYING INC BOUNDARY IERIRED BY CORE DESIGN INC. I I CENTER SEC110N I I I I SE. 13 th ST. ' N87'S731•W — _2612.97 1306.49 I 1: H i NI H x t 5 EAST, WILLAMETTE MERIDIAN, IN !l /NG. COU%✓TY WASHINGTON DESLWIB£D AS FOLLOWS N LINE, S.E. -/4 ni N.W. 1/4, &E. 1/4 Q SEC. 14 -23 -5 Q N88'07'31 °W 1307.06_ o 135.66 135.66 r- QUAR7IR 267.00 FEET 7HLNCE S88O759 E PARALLLZ TO SAID NORTH LINE 653.72 FEET MORE OR LESS 7rJ THE EAST LINE OF SAID SOU7HEAS7 NB '0 31 W 623.59 I; W. LINE, E. 1/2, N86'OY31'Y 623.730 N.W. . 1/4, S.E. 1/4 653. 4 7- -23-5 In zl 653.62 —L_ 653.83 1307.65 _ R813-57730 "W_ N 2615.30 I 1= I I 3 I I 1308.86 _ _ 1308.86 _ N88'37'27 "W 2617.72 �21 I I _ 14 > SECTIONSUBDII/ISION 23 2 - ERIC SE"1/4SEC .M,, 7WP 23N., RGf. 5f, "W.lrf I,= 500' Z I � - '0% -Ai 'r 9 APPLICANT KURT WILSON P.O. BOX 73790 PUYALLIUP, iXVINGTON 98373. (253) 539 -8116 OWNERISITEADDRESS MARK & BARBARA NIOHOLS IJ815160THAW SE.' REN7OV,' WA 98059 ENG I N EER /S U R t /E YO R/ P L A N N EI ? CORE DESIGN, INC 14711 NE. '291h PLACE SUITE 101 89- LEWUE, WASHINGTON 98007 (425) 885 -7877 CONTACT, DA ND E. CAY7W RE - ENGINEER KENN ✓. YANDERZANDEN, P,LS - SURVEYOR LAFE B. HERMANSELV, PLANNER ' BASIS OF BEARINGS N002854E LTEIWEEN MONUMENTS FOUND IN PLACE AT THE S0117H QUAR7ER CORNER AND C£h'7ER OF SEC77ON 14-2J-5 PER H16HLAIVD ESTATES ACCORDINO TO PLAT RECORDED IN -VOL. 212, PGS 10-13, IN TONG COUNTY, WASH /NGTON. BENCHMARK E?R!��!12A -53 s7JRFACE D/SC JN THE INT. SE. 128TH ST.: & 155TH AYE SE. (CITY OF RENTON PTj 2103) al-V = 547.94 (167.013 METERS) 3" BRASS SURFACE DISC /N THE INT, N.E. 4TH ST. (SE. 128TH ST. ) & 1487H AW.. SE. (aTY OF RENTO✓ PT{ 1852) ELEY = 454.77 (138 614 METERS) SHEETIN ®EX C5.00 TITLE SHEET C5.01 SANITARY SEWER PLAN C5.21 SANITARY SEWER PROFILES C5.31 SANITARY SEWER NOTES & DETAILS LEGAL L - ®'. '. I �R/PTION i # Erg n � 1 t EAST QUARTER OF 7NE NORTHWEST, QUARTER OF THE SOUTHEAST QUARTER OF SECDOV 14, x t 5 EAST, WILLAMETTE MERIDIAN, IN !l /NG. COU%✓TY WASHINGTON DESLWIB£D AS FOLLOWS BEONN /NG AT THE NO47HEAST CORNER Of SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOL/IHEAST OUAR7ER. THENCE S02521'W ALOVG 7HE EAST LINE OF SAID' SOUTHEAST QUARTER OE THE NORTHWEST QUARTER O- THE SOUTHEAST x t OIJAR71R, 135.66 FEET TO 7HE TRUE PONT OF BEGINNING, THENCE NWV758'W PARALLEL TO THE NORTH UNE OF S419 SOU7HEAST QUARTER OF 7H£ NORTHWEST OUAR7ER OF 7HE SOUTHEAST QUARTER 653.60 FEET MORE OR LESS, TO 7HE WEST -LINE OF SAID 50WHEAST QUAR7ER OF THE NORTHWEST OUARIER O- .THE SOUTHEAST QUARTER,• THENCE S02705W ALOVG THE WEST LINE OF SAID. SOUTHEAST OUAR7ER OF 7HE NORTHWEST QUARTER OF 7HE SOUTHEAST r- QUAR7IR 267.00 FEET 7HLNCE S88O759 E PARALLLZ TO SAID NORTH LINE 653.72 FEET MORE OR LESS 7rJ THE EAST LINE OF SAID SOU7HEAS7 I; OUAR7ER OF THE NORLHK£ST QIUAR7ER OF 7HE SOUTHEAST QUARIFR, 'E SOUTHEAST `, THENCE N02521 ALOUG 7HE EAST LINE OF SA /D' SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF 7HE 267.00 FEET THE PONT OF B£ONNING NL QUARTER TO �' EXCEPT THAT PORTION 7HEREOF LYING IRWIN THE RIGHT -OF-WA Y FOR 1607H AV`NUE SOUTHEAST. > DATUM i NA VD 88 PER CITY OF RENTON SURVEY CONTROL NE7WORK I; 4 - ERIC .14711 NE 29th Place Suite 101 Bellevue, Washington 98007 E' ' AS-, jw� `• y una , .. elSTERE .' 425.885.7877 Fax 425.885.7963 DE51G N gvnEE?�� ` ENGINEERING •' PLANNING, SURVEYING' fro%a 6-12-,-'05 1 - 040375.00 SCANNED OCT 272006 SCANNED AP aC _ $ S' — ROL ZO-Z. y R. wr w . , -,L a 0 w V STA. 4 +73 5-LT STA. 1 +25,'5'LT i 16.5" — 16.5' Q SID MANHOLE 4810 SRI, MANHOLE, 4810 4 RN— 4*#I- *62.4'i 45'S�1 RIM 4507- - 10" UTIVTY 33' R W 10' U77LITY �O B IF ffi?i3 ( /N) 1447:09 44!'41 8' 1 p44 r33- (IN) I I EASEMENT EASEMENT IF 4H6-(OUT)4q&A8 g4s31 B'/ (our) 12' �pxl i; S'7lP V n I Y may/ 1 _ RIGHT OF WAY 2.5AD 11 21 l 623.59 ;�.. _ 1 Q a . 2% \ � 464.5' i � � 9 ij d 4 j � x -__ 1�. � ?_.,. �..�.,. -.� �� =�•V-- .�:�:- «:... jr I Z,1 (MP j� Q 0 464.0 4630 462.0 461.0 460.5; 6 5 I 4 �= 3 c - -' I x ti 5° (HICK CEMENT LONC. \ 1 ", PROPOSED SSMH CONC. 510EWALK ROL159 CURB & \ 6° SS I - ; 6° 53' :7 ! 460.0 = 453.0 457.5' 457.0 %155.0 454.0 ( ! GUTTER. o j LY£ANOUTS Q I C!£A,, —, ( i f 1 - I 1451-.18RIM (SSMH IA EVENDELL) SEE DETAIL g x SEE SURFACING " 10 U L STA 1 +55 /tT SEC770N OP 770A, SHT. C3.31 Q 't 463.5 — SA/ ( J ' I STD. MANHOLE, 4810 SHT. 03.31 A SECT /ON &B s _ — — — — £ f _ � t (MATCH Ex. PW7.) URBANSUBACCESSSTREET Q43 86�N & W FOR fUU77URE CONNECIUV) ° .- " SE1 Jnr � J TREET z CENXT 10 /E # (OUJ SSMH 1 461.0 fl x $ ° °tE �t43 {g0(103 NO SCALE x_— LOCAIEASS,H 4"I AT 5/1 e C7N ROW °� � a 3' / � 46� i . ' r x STD. MANHOLf'48ID 19 4 2 I 448 461 °20 RIM 46u684 .j 460.0 ',i =- A610 - 460 0 j ' gE^�sEFT-zav � �� k ':. _._�I z r, [ QZ 44 ? -b (76 °/E44 (IN) I,, ff., x �I �C i a42 ci ® 459.0 t i i T r 7 r PROPOSEV 6' FORCE MAIN Y° TE � i i F>�r✓nUrr�EGREA t l � � � �' (EVEN6tuJ ' W r I E-i - ,6 I ri .T CL£ANOUT 19 S 1 .: . , ... ! 56: 0 I 23 4 ('-- 456 0 u,7 91 �3 o III Z 0 V) ai cr Y 6° SS CLEANOUTS If '� 452 scan That I ._.... N88'07'31 °W 623.73 , MIN. PAD _ •SD�SFKR STUB (TYP.) SEE DErAIt•,SiJT.C5.31) ! �� . ELEYARON , -, 2% aOPE (MIN.) I PROPOSED SSMH (SS%1H 19 EVENDELL) STA. 04- 72T SID MANHOLE, 4810 , SE 114 SEC. 14, TWP. 23 N., RGE. 5 E., W.M. 470 NOTE RU AND COMPACT 7HEROADWArPRISM TO RIV15H GRADE PRIOR TO EXCA VA MN t4 Yn FOR .7h(tVN1rARY SEWER MAIN : 77ON c� 465 111STALLA t4— r 144 C EAWNC GRADE (TYP) 1-14 7 - (TYP) PROPOSED GRADE (TYP.) k 460 �PRCIPMFO �61?ADE t -4 455 c- j . L-i4 450 445 ,ELF 8' pw 0 TRACT E NICHOLS PLACE LOCATION OF 480V HANDHOLE (BY OTHERS) 1• TOP OF CURB FINAL GRADE 2' f' WATER SE VICE BY SITE DEVELPOPER 1 HATBOX W/ LEV 450° + / T — VALVE VAULT 6' FM WATE TOP OF WW V U/V 810 —LA DL 6' C 2' C. ' � e VENT �, 6' -0 x 4' -6 LW ALUM HATCH 4 " ° PUMP w ` DISCHRG a , v Q 1, 2'16 30' I I 5. -4 4x6'LW ° ' ALUM HATCH R6' 144' I.D, INV, EL V. 440,0 —23 WETWELL i3O' ICOLATION 10' SEWER <BY O- _ GATE 'VALVE LT TRACT F ' • \ ` \ 8- & f0' (FUTURE)' TRANSFER LINES (SEE SHT 15) MCC PAD 20' WIDE DRIVEWAY HH1 HH2 ENTRANCE POWER CONTROU PER PLAT RESERVED AREA FOR CURB DETAIL r FUTURE STORAGE APPR x 14' DIAMETER ° (SEE SHT 15 FOR ° PROPOSED STORAGE 2' CIINDUIT TO HANDHOLE WELL & PIPING @ NE CORNER OF TRACT F CONFIGURATION) /�'4' BOLLARD 0 5' / (2 PLACES) 17' +/— DEVELOPER TO PROVIDE 3' ASPHALT & 6' CRUSHED P/L 21 • - R/W ROCK ON ALL UNFINISHED LIFT STATION SITE SURFACES. P/L TOP OF CURB FINAL GRADE BY SITE DEVELPOPER TRACT F OF THE PLAT OF NICHOLS PLACE ROLE 207 TOP OF CURB FINAL GRADE BY SITE DEVELPOPER -27 -05 GW cooESlcn.INC. �e�ei�am -11 -04 GW MEN - SYSTEMSJNC. -17 -04 GW OEM- SYSTEMSMC. -16 -04 GW ' OE1[_S(SlEMS,lt1C. er wu Ora DATE APPR FRE 116. CITY OF EVENDELL_LIFT_STATION RENTON 13815-160TH-AVE-SE PtanWM/6utldtny %PuWk Wwks Dept SITE-PLAN W1 NNE 2 i�fi A� 5 -5zL°I o0 p LL— vim, J w I t— Q ED 3 ° 0 I :LEV. no R/' I I I I I I I i I I I I I i I I I 5 -27 -05 1408 Cl ro p ' o roN J N N `O Ll 6` VENT ROLL 207 rlu 810 -LA VAULT 10` SEWER -� \ POSSIBLE FUTURE 8` & 10` TRANSFER LINES TO FUTURE RESERVE STORAGE STRUCTURE (SEE SHT 15) SEE ELECTRICAL DRAWINGS FOR CONDUIT REQUIREMENTS, �• °�,••• �c+ee �, a auw P6:S-52 Z'1Uq FK� it 1 �o �N _N to Ll a ELEV 450.35' 0 (AS- BUILT) LT LADDER-Up- ELEV 445.0' (AS- BUILT) 4 Q5- 5 O 02 0 2 i ME t - —i l- PIPE LOCATION PER PLAN VIEW 71- 6 E 44 . a LE 1 1'_9" 10" SEWER -- INV• ELEV 440.0' (AS- BUILT) 2 2' `a FLOAT 5' (TYP.3 3 l #5 x 1'6 12 EMBED W/ HILTI HY150 @ 12` RADIALLY -F. • ,., .� V .ice yIi oT 1`rC' /7 v' s• 1' ELEV 426 4 -- y �k5 @12 ' EW #6 @12 "EW 11 SAP 71K VJ� -SEAL W/ JOINT MASTIC -6' FM ELEV 444.75' (AS- BUILT) THIS AREA POSSIBLE FUTURE RESEVE STORAGE STRUCTURE (SEE SHT 15). -27 -05 Gw co�DESMINC. om. - CITY QF RENTON P►aonino/9�ng /Pubkr woft �opL EVENDELL_LIFT STATION 13815_ 160TH_ AVE _SE MECHANICAL _ELEVATION 5 -27-0 5 ) -11 -0 GW O - SrsroaSJNC. 0"07m -17 -04 Gw -16 -04 Gw aws oa_srS�MS,aNC. �ac�NEEraNC,WC I� 1 408 6 1. aim DATE APB FR_ mlilttk mow A% 5 322g10 SDA!%j Ll b o �J W `IN I MATERIALS (REFERENCE SHEETS 5 AND 6) Ql SUBMERSIBLE PUMP - 4', 10 HP, 480V, 3 PHASE, 240 GPM @ 66' TDH . FLYGT MODEL NP3127 (ONE PUMP WITH RECIRCULATION / FLUSHING VALVE), WITH 215 mm IMPELLER. PROVIDE FLYGT GRIP EYE SYSTEM FOR EACH PUMP. ® 4' FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW. FASTEN TO CONCRETE BOTTOM SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150. 4' FL x FL DI PIPE - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT. ® 4 x 4' FL 90 ELL S5) 4- FL x PE DI PIPE W/ WALL RING - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT IN WETWELL AND VAULT. © 4' MJ SLEEVE Q7 4' FL CHECK VALVE WITH LEVER & WEIGHT (M &H MODEL NO. 159). FUSION BONDED EPDXY COATED INSIDE AND OUT. ® 6' FL x FL DI PIPE - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT. QQ 4' FL PLUG VALVE WITH OP NUT, (M &H 1820). PROVIDE ONE OP HANDLE. FUSION BONDED EPDXY COATED INSIDE AND OUT. Qo 4' FL 45 ELL Q 6' FL TRUE WYE ® 6' FL MAGNETIC FLOW METER W/ 30' CABLE - REMOTE MOUNT READOUT DEVICE IN RTU SECTION OF MCC. SIGNAL CONVERTER INCLUDES INDICATOR, TOTALIZER, AND PROVIDES 4 -2OmA AND SCALED DIGITAL PULSE OUTPUTS. (SIEMENS MODEL NO. MAG3100W /5000). ®6'FL90 ® 6' FL x PE DI PIPE - LENGTH AS REQUIRED - EPDXY PRIME AND FINISH COATS. ®.10' FL x PE DI PIPE - LENGTH AS REQUIRED. 450 BEVEL ON PE - EPDXY PRIME AND FINISH COATS. ® 10' FL. TEE. - INSIDE DROP:CONN © 10' FLxPEDI PIPE —EPDXY PRIME AND COAT INSIDE WETWELL. ® 10'.MJ GATE VALVE.- RESILIENT SEAT - WITH VALVE BOX AND OP NUT EXTENSION TO WITHIN 24' OF GRADE (M &H MODEL NO. 4067 -13). MATERIALS, CONT'D (REFERENCE SHEETS 5 AND 6) ® 6'0 x 4'6 ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED. GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING - ASSIST OPENING. (LW PRODUCTS) PROVIDE STAINLESS STEEL SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE & FASTENERS IN WETWELL SHALL BE TYPE 316 STAINLESS STEEL. ® 3/4' x 50' HOSE, ADJUSTABLE BRASS NOZZLE, AND GALVANIZED HANGER RACK. ® 0 -60 PSI PRESSURE GAUGE WITH DIAPHRAGM SEAL AND ISOLATION VALVE. PROVIDE COPPER PIPING WITH ISOLATION VALVE TO CONNECTION POINTS ON DISCHARGE PIPING. ® CONCRETE THRUST WALL - #4 @ 12' E.W. 1'0' MIN. THICKNESS. f'c 3KSI. ® 6' STAND -ON (MODEL NO. S92) PIPE SUPPORT. FASTEN TO FLOOR SLAB. ® 6' PVC PIPE STILLING WELL FOR TRANSDUCER - BEVEL TO FIT FILLET SLOPE. ATTACH BACKUP FLOATS TO STILLING WELL WITH S.S. CLAMPS. PROVIDE FIBERGLASS UNISTRUT ATTACHED VERTICALLY TO HANDRAIL. CLAMP FLOAT CABLES TO STRUT WITH STAINLESS STEEL CLAMPS, ® FIBERGLASS DECKING: DOUBLE 8 x 2 1/4' CHANNEL SUPPORT MEMBERS AND 1 112' GRIT SURFACED GRATING - ALL GRAY IN COLOR. 112' S.S. WALL ANCHORS, (PER FINISHED EDGE (MFG) DETAIL.) ® EXPLOSION -PROOF LIGHT - 20OW - SEE ELECTRICAL DETAILS. (APPLETON MODEL NO. AAU15N) �1 PROVIDE 42' HIGH FIBERGLASS SAFETY RAIL WITH 6' KICK PLATE, 2' OPENING FOR ACCESS TO LOWER LADDER. REMOVABLE 1/4' S.S. CHAIN WITH EYES AND SNAPHOOKS AT 36' ABOVE GRATING FOR FALL PROTECTION, ® PROVIDE CONCRETE FILLET. © 2' S.S. SCH 40 GUIDE RAILS. (9 FIBERGLASS UNISTRUT USED AS FLOAT HANGAR BRACKET. ® FRP LADDER. 2' SID SIDE RAILS, 1 3/8' TUBING RUNGS, & FRP CLIPS W/ S.S, HARDWARE. FURNISH BILCO ALUMINUM LADDER -UP. ® #5 REBAR x 1'6'. EMBED 5' WITH HILTI HY150. © 4' FL COUPLING ADAPTER WITH TWO ANCHOR PINS. ® 10' SEWER. BY OTHERS. @ SUMP PUMP - 112 HP, 120V, 1 PH. SEE SHT 9 NOTE 9. Q 1 1/2 PVC DISCHARGE LINE WITH CHECK VALVE, ISOLATION VALVE, AND DISASSEMBLY UNION. SCH 40 I.S., SCH 80 U.G.. PROVIDE DROP PIPE INSIDE WETWELL WITH SS STRAP. ® 6- PVC SCH 40 VENT LINE ® 6' SS GOOSENECK WITH SCREENED END AND 12' SQUARE BOTTOM FLANGE. COVER 6' PVC VENT STUB -UP AND FASTEN TO BASE SLAB. ® UNIHOIST CORE -MOUNT SLEEVE TO MATCH CITY OF RENTON MAN - REMOVAL EQUIPMENT (MODEL NO. ZX 10109 WITH MODEL ZX 10552 CAP). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® 16' WIDE ALUMINUM LADDER WITH 2' x 3/8' SIDE RAILS - LENGTH AS REQUIRED. FURNISH BILCO ALUMINUM LADDER -UP. ® ROLL -OUT SAFETY NET (SAFE APPROACH MODEL 121). ® 14' WIDE FRP RETRACTABLE LADDER TO LOWER LEVEL - LENGTH AS REQUIRED FROM DECK TO FILLET LEVEL. 2' x 1/4' SQ FRP TUBING SIDE RAILS AND .1 3/8'- FRP TUBING RUNGS PER F.E. DESIGN. PROVIDE 4 S.S. GUIDES AND I S.S. HANGAR, ALL WITH S.S. ANCHORS. FILLET SHALL HAVE LEVEL AREA AT BASE OF LADDER TO- ACCOMODATE MAINTENANCE WORKER ACCESS TO LOWER WETWELL ® 4' x 6' ALUMINUM DOUBLE -LEAF HATCH, H -20 RATED. GASKETED, WITH RECESSED. PADLOCK PROVISIONS, AND SPRING- ASSIST OPENING. -(LW PRODUCTS) PROVIDE. SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH. ALL HARDWARE &FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE PVC DRAIN TO SUMP. ® VALVE VAULT WITH ALUMINUM HATCH (SEE ITEM& CAST IN TOP SLAB. SET TO FINISH GRADE. PROVIDE 18' MIN. (I.S. DIM.) SUMP x 18' DEEP WITH MINIMUM 6' REINFORCED WALL. SEAL BETWEEN SUMP AND VAULT WITH JOINT MASTIC -AS -USED IN VAULT, JOINTS,. (UTILITY VAULT MODEL NO. 810 -LA). PAINT:. I.S. WALLS & CEILING 2 COATS TNEMEC SERIES 161 EPDXY @ 3 -5 mils.. O.S.: 1 COAT TNEMEC 46 -465 @ 16 Ails. ® 144' DIAMETER WETWELL - SET TO FINISH. GRADE- FLAT SLAB TOP' - H-20 RATED WITH ALUMINUM HATCH (ITEM ®) CAST IN. COAT: INSIDE. WITH RAVEN 405EPDXY WITH A -10- PRIMER. COAT OUTSIDE WITH SONNEBORNE HLM 5000 (2 COATS). ® ELECTRICAL HANDHOLE - SETFLUSH TO GRADE. PROVIDE ONE FOR CONTROL WIRING AND ONE FOR POWER WIRING. (UTILITY VAULT MODEL NO. 233LA WITH NO. 23-2436P COVER) MARK COVERS 'POWER' AND 'CONTROL.' PROVIDE FOR DRAINAGE TO PREVENT FLOODING. ® MOTOR CONTROL CENTER - SEE ELECTRICAL DRAWINGS, ® (DELETED.) ® 6' FL PLUG VALVE WITH OP NUT (M &H 1820), FUSION BONDED EPDXY COATED INSIDE AND OUT. ® 6' FL x PE DIP WITH WALL RING - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT IN WETWELL AND VAULT. Q 6 x FL _REDUCER,, ... ® 4' FL x PE DIP - LENGTH AS REQUIRED. EPDXY PRIME AND FINISH COAT. ® ALL BACKFILL AROUND VAULT AND WETWELL STRUCTURE TO BE COMPACTED TO 95%. ® ALL FASTENING HARDWARE IN WETWELL TO BE 316 STAINLESS STEEL. ® POLE- MOUNTED YARD LIGHT. PROVIDE BASE PER MFR. REQUIREMENTS, FLUSH TO ASPHALT GRADE. ® 4' STAND -ON (MODEL NO. S92) PIPE SUPPORT. FASTEN TO FLOOR SLAB, f � v W N lN^ enew anvsl ip cw �_i �® CITY OF RENTON P1amMq /BUIICbq/PUak waa wn. MATERIALS EVENDELL_LIFT 13815_160TH_AVE—SE LIST STATION 1 CONTINUED 5-27-0 - - 1408 oaipsasus _,��_ W Boa ' ��2907 A13 5- 322811 OLL 2 G 7 FR I; f � v W N lN^ GENERAL AND SPECIAL NOTESTO CONSTRUCTION ®PRE- CONSTRUCTION CONFERENCES GENERAL AND SPECIAL NOTES TO CONSTRUCTIQN(CONT'D). A PRE - CONSTRUCTION CQNFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TD STARTING CONSTRUCTION. ®CITY OF RENTON TO PERFORM CONSTRUCTION INSPECTIONS AS REQUIRED PER CITY OF RENTON STANDARDS. ®6 ITEM COATING ®H -20 RATINGS ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED ON THISPROJECT SHALL BE H -20 TRAFFSC RATED. PIPING IN WETWELL 'SSPC- SP- lOCWHITEBLAST), COLOR'GRAY- WHITE," 2 COATS TNEMEC SERIES 66 HI- BUILDEPDXQLINE, 3 -5 mil DFT (EACH CQAT), ®FORCE MAIN TO HAVE POSITIVE SLOPE AWAY FRAM VALVE VAULT FOR FULL LENGTH ❑F FORCEMAIN, - INTERIDR OF.WETWELL COAT WITH RAVEN405 EPDXY WITH A- lOPRIMER. ® WETWELLISOLATION VALVE <10' MJRESILIENT SEAT GATE VALVE WITH ❑PERATOR EXTENSION) TO WITHIN 3' OF GRADE. EXTERIOR OF'.WETWELL & VALVEVAULT TWO COATS SONNEBORNE HLM 5000. SEE. SHEET 7ITEM 30. PIPING IN VALVE VAULT SSPC -SP -6 (COMMERCIAL BLAST), COLOR 'NEAR BLACK." 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE, 3 -5 mil DFT LEACH COAT), ® 6' SCH. 40 PVC WETWELL VENT, TERMINATE AT GRADE WITH 6' SS RISER AND SCREENED END GOOSENECK. INTERIOR OF:VALVE VAULT ONE COAT SERIES 66,.4 -6 milsDFT. 2 COATS 73 URETHANE, 3 -5 mils. SECURE 6' SS TO CONCRETE COLLAR, FINISH COLLAR 6' ABOVE GRADE. - CITY OF RENTON TO DEVELOP A COLOR SCHEDULE FOR PAINTED ITEMS AFTER AWARD OF CONTRACT. YAGI ANTENNA ON2 1/2' GALVANIZED PIPE MAST <12') WITH LADDER BRACKET. REDUCE TO 1" GALVANIZED FOR ANTENNA MOUNT. Qe MCC ON 3' -9' x LENGTH AS REQUIRED x 1'. CONCRETE PAD, #4 REINF. @ 12' EW, 4' ABOVE GRADE. � 3SETSOF OPERATION &MAINTENANCE MANUALS TO BE PROVIDED. ®1 1/2 SUMP PUMP DISCHARGE LINE - -(SCH. 40 PVC I.S. VAULT) WITH CHECK VALVE, UNIDN, &ISOLATION VALVE <SCH. 80 PVC O.S. VAULT). ® STARTUP :.AND TRAINING OPERATION TO BE PERFORMED IN THE PRESENCE OF THE OWNER AND /OR THE G:�MER'S REPRESENTATIVE, ® 4' DIA, GALV. PIPEBOLLARD - 3' BURY - 3' ABOVE GRADE. PAINT SAFETY YELLOW, - ® ONESET OF AS- CONSTRUCTED DRAWINGS. TO BE PROVIDEDT❑ CITY ❑F RENTON ENGINEERING DEPARTMENT. Q AREA INSIDE ELECTRICAL HANDHOLES AND WETWELL REQUIRES EXPLOSION -PROOF ELECTRICAL WIRING ANDEQUIPMENT PER ELECTRICAL CODE... ® LIFT STATION STARTUP AND TESTING.SHALL BE PERFORMED BY COfJTRACTOR T❑ DEMONSTRATE FULL OPERATION OF FACILITY BEFORE ACCEPTANCE BY THE CITY OF RENTON, ®ALL FLANGED CONNECTIONS INWETWELL TOHAVE S.S. FASTENERS. ® YARD LIGHT - -SEE ELECTRICAL DRAWING. ®ALL WIRE TO BE COPPER CONDUCTOR. INSULATION TO BE SUITABLE TU APPLICATION PER NEC. SUBMITTAL.INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY ❑F RENTON FOR THEIR REVIEW AND APPROVAL � - ®DUCTILE IRON.PIPE TO BE CLASS 52 WITH DUCTILE IRON FITTINGS. - - ®PROVIDE..PADLOCKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM. QPRESSURE TEST FORCEMAIN AT 150: PSI, .PRESSURE TEST PIPE AND FITTINGS WITHIN VALVEVAULT AND WETWELL N. - �..,�,vq OON T : W QQO �`r O r � p � r C7 -' � ; 'P $q 13766 6q kr cPS7'BR G1� aL4PER G1� �� ��,� EXPIRES 7- zb -�f7 1 EXPIRES '%-Zb -Og '�''�° C`i'rY.OF EVENDELL LIFT STATION - - ns auv �- cw °�''�'�° EVENDELL_LIF"f_STATION s -s� -aq """EVe�'w �R�AON '- "'1"'°6'x` � "rs RENTON s x> os ""` q�" �son'o" '"p ' c" � RENTON 13615_760TH_AVE_SE i =� 13875_1fi0TH AVE_SE � "�`q � is o e ieeeiea /eunei "o /vuek weM o.p� X1408 pmpm�w/�nm"s/pwnp wwlw DM- 1408 ox Dxni issue � >- - w. .�. F �-1 SITE PLAN_NOTES � q�sp" w1E ° �ppq e. SITF_PL4N NOTES_CONTINUED — is � ° o NOTES % $ � � o � Ql .DEDICATED RECEPTACLE FOR SUMP PUMP - -LABEL °SUMP PUMPDNLY'. � � � _ �w Q ALL ELECTRICAL EQUIPMENT WITHIN WETWELL AND HANDHOLES TN BE RATED EXPLOSIDN -PROOF CLASS I, DI V, I, ip � o ° o � 3z �o� `�zy �� �m ° � �g wN � �� ��' LEGEND. �� o� _ $3 �i � 80 �` �aUO ?R � # _' i� S" U'S,�o �':� Q 80 �o n o: © UNDERGROUND. SCH 40 PVC CNNDUIT CRGS TU 5' FROM STRUCTURES. WRAP HALF - LAPPED WITH lOrIL TAPE) � ° �+u �_� � � a � c'� gb � Q � O ,EXPLOSION -PROOF JUNCTION BOX ��' ° �o� � �$ °ao ®� yoc � _° � °° ��� �� �i S„ 8N �� �� $ 3�. Ig 6. N �rcxS'� �'2 HANDHOLE UTILITY VAULT MODEL NO, 233LA W/ COVER. � _ w, o u, ® LIMIT SWITCH C2) TO ACTIVATE MCC INTERIUR LIGHT. SIEMENS MODEL N0, 3SE03AR4. e EYS SEAL I � �m� � '1 � ��� �0 9�� a =� �U� �o I, to o� �a aQ -� �= i H o �u �� � i� U �'�o �� o: � E, �Si. wo ��.z�, �oi� �oa �+z�, $ _ � �o. �LL �° � x 20 $ wa, �. >OE �° © INTRUSION LIMIT SWITCH' SIEMENS MODEL N0, 3SE03AR1 CINTRUSIGN). • CONDUIT STUB -UP o00 � � _� '�° orc o� °a �� b° '+� 4 y p $F • a� -z ..i5� � � k'4'J' ",NZ� o�° � 8 � � i>oz o° oo "�'� ��"5 � O�O 8� - rc Gi 089 ?� o: rc o ° 0 0 QD RECEPTACLE o: g FLOOD ALARM SWITCH: MADISUN CO. MODEL NO. 4YM31 -1. MOUNT 2' ABOVE VAULT FLUOR. $ 2 - � >?� � a �� -w�� u, o u,��' °_ ��� D.� �_ 0 0 I o° �O�t � SW ® CHECK VALVE LIMIT SWITCH C2)� SIEMENS MODEL NrJ, 3SE03AR1. CPUMP FAIL) FAS FLOOD SWITCH � ol� � � � H ? $ ° � � � � d J � & w o a o o � � � � R ° � � o & � � � � � 1 � ® ® � m Q 1/2 HP SUMP PUMPS PACD MODEL NO. PIP701C WITH LEVEL CONTROL FLOAT, FS FLOAT SWITCH ' pn D ®N° ® ® ® ® ® ® ® © ® ®N ® EXPLOSION -PRUDE LIGHT FIXTURES APPLETON MODEL NO. AAU15N. 200W LAMP, MS MOTOR STARTER ® SIEMENS MAG3100 /5000 MAGNETIC FLOWMETER WITH DISPLAY UNIT MOUNTED ADJACENT TO RTU. SP SUMP PUMP o� � �>� � ® KPSI WETWELL LEVEL TRANSMITTER MODEL 720- 140 - 00010 -009 WITH UNSPLICED CABLE F >_ T❑ HH2, CABLE HANGAR, AND VAPOR BARRIER WITH ANEROID BELLUWS MODEL 815, � FM MAGNETIC FLOW METER � � � -� � - BELLOWS MOUNTED IN MCC, L � � O � � #6 CU GRD TO DI FM ® POLE- MUUNTED YARD LIGHT, GR G g � � _ ° � ® 3/4' SPARE G GR g W � _ ° 3. ® ® 3 3ww= wY 3/4" CONTROL CABINET 1/2" i LS 6 C2) _ MCC o ig• o � �u VALVE ® ®� 1/2" PNL L � _ ` LS w TU PSE 480V TRANSFURMER U z , ,© � � S S r Q o� � �� VAULT 6 612 -LA 2 a a a � = _ � ;z JB 1 1 SIGNAL CABLE � HH2� c cz � rn � U � � 3 �� � 3n = � S S ; ; �� ° ®F P PNL L © � 1 1" FS Q #14G O ON T• z z c cgs vz� LS 1 #12G i" per... tb!f • �o rn � ,w („ � `�'./`ih -,x i �./`il -oc o �� Y� "�� CV 10 1 �, � �_ 1 L$��. ® 1" � 11.13166 �0 ��C F �� � 3 #8, 1 #8G, 2 #14SENSOR- -EACH CUNDUIT 144" WETWELL 2" SCH 80 PVC FOR PUMP CURDS CONDUIT DIAGRAM i w :.�� ®® _ . ��t� ®� • �o�m ® az �® (P � V°J'I I I I I I I I I �� � �° � 0 "• 1 8 a � d= � o � �� 3 O U � � oa QN r{ �{ �{ �{ �{ N{ �. �{ r{ �{ �{ r{ �{ � _ � � � � '°" w � � d gg �� �N 3�a ®p �� �o � � o a� -� o: � � 8 �� �`o' � d _e = G 111.. M '°� CITY OF EVENDELL_LIFT_STATION " � "� R� oN�D" � o -�; o' � m�.�.K q RENTON o akcrul SSxE 1r I > -16 -Da GW °�v_sSm,sM I-==� l pmminp/BUW�ny/nutOC worlu Dope 13815_160TH_AVE_SE xo. 6ewsiax er Dr,;e � �`°'°` FURNAS _OUTDOOR_ELECTRICAL_ENCLOSURE �i;�rv�A1ED J�� �2 ;;R4 % PB �5 -322 t2 _ •. _._ �� D �I s b tJ �, a ,. � �' y � '' w'` N' N 0 gg �� �N 3�a ®p �� �o � � o a� -� o: � � 8 �� �`o' � d _e = G 111.. M '°� CITY OF EVENDELL_LIFT_STATION " � "� R� oN�D" � o -�; o' � m�.�.K q RENTON o akcrul SSxE 1r I > -16 -Da GW °�v_sSm,sM I-==� l pmminp/BUW�ny/nutOC worlu Dope 13815_160TH_AVE_SE xo. 6ewsiax er Dr,;e � �`°'°` FURNAS _OUTDOOR_ELECTRICAL_ENCLOSURE �i;�rv�A1ED J�� �2 ;;R4 % PB �5 -322 t2 _ •. _._ �� D �I s b tJ �, a ,. � �' y � '' w'` N' N 0 FF 'a ON J 'd. U Ui5�0z �fi0 I- 0 °- N I­ x : of r1 "' Um ¢ °ri I` a o X067 c- SIi 7 U O IN > I+J- O= E N v OL o no ° of I ¢I CL CwOOU m ZQ MN O O 1¢ -, O O J 11.3 U N N N N W Q Z O�¢.�. _ O O N I(Q1 O O (L U N Qn � V _ N N 1/� y/ N N y C) O Q YWJ yzo Of a p z° % i1 O o DF. w LLJ OU \ J U Z O CL J z Z.LL. C3 W °-IF° LL J= = F a W J F° OM NO0 7 J K J,O D' �� wND_ U U Q z p fk ° U J,,R I a o_. = Z to F W °..... 3 �U (� a U Fn Ld w = Ja J N : D! w Z O W O V W Q Z 000. r7 ED Y0 N I� D_. O F w = - >Q <LFd Yw�;. a x Z. W w W 0_IO D_ OWM �FZ. ¢t0 lL ¢a 0— W O: J J O O �iM 0' V Q Q° U U i® 0- L ? w. la_ li Of F F / \ L� Qa Q W 0 ° O. IJi W O O F J a. rn w oQla �-o it J = _ Z or0 ¢ .. ° �. N O o w J a J L,) : y® N.�O JI ❑.. In In � .ti O 2 e CITY OF EVENDELL LIFT STATION s n-as RENTON 13815_160TH AVE_SE ° - +ua�� ganliq/BU m�P/Pwu�:wP.w -PS X1408 N0. xs\v9 T.naE ` MPn ..� ®® ONE_LINE DIAGRAM 11111 H AM AM AM n I o C? ova °j d w 'o. I rc ° O p0 00 b � o I � > alz CL g z Q w a E � J I I W F x. C4 <wU �4 ° y A :!T—REMARKS 40 90 (2> 20' SECTIONS 50, &D (1). 20' & (1) V}0' SECTION X15° 20- DEEP EEP B 10.5 15. \ C 20 WIDTH DD OPENING - r'41 as 5 zo ZLl 20 L e e e C 15 "� I a° i E--37 ON T.. s1 96..... 3` WISEE DCHARTCTIDNS y �' T% FRONT VIEW SIDE VIEW' °A FC73TER�. ` A ➢D IOTM DIMENSIONS ADD FOR RIGHT. TO WIDTH FOR E ND SECTION END SECTION :EXPIRES A FOR LEFT END SECTION ns aullr u= s -zz -os cw PT�sswe.�.c xrs '°�'� CITY OF EVENDELL_ LIFT_ STATION OtuL PErnEly Rz,ns ox u+ 10 -11-o i cw ex P�nsox � ,_ _ — RENTON." 13815160TH AVE SE o cxu Issue v n oan cw �' I--I nning /BUIIEInP/PUbll° Woxw Ne. °x pfl151°N ar T wre MPR �-- �� � WEATHER-PROOF-ELECTRICAL-ENCLOSURE ryer� —I 0 bpi v. I I N a � , I U 1 1 EVENDE_ LL LIFT _ . . r e H0. °R CRIExxo1 sm c _ S � " e.®rs a I a° i E--37 ON T.. s1 96..... 3` WISEE DCHARTCTIDNS y �' T% FRONT VIEW SIDE VIEW' °A FC73TER�. ` A ➢D IOTM DIMENSIONS ADD FOR RIGHT. TO WIDTH FOR E ND SECTION END SECTION :EXPIRES A FOR LEFT END SECTION ns aullr u= s -zz -os cw PT�sswe.�.c xrs '°�'� CITY OF EVENDELL_ LIFT_ STATION OtuL PErnEly Rz,ns ox u+ 10 -11-o i cw ex P�nsox � ,_ _ — RENTON." 13815160TH AVE SE o cxu Issue v n oan cw �' I--I nning /BUIIEInP/PUbll° Woxw Ne. °x pfl151°N ar T wre MPR �-- �� � WEATHER-PROOF-ELECTRICAL-ENCLOSURE ryer� —I 0 bpi v. I I N a � , I U 1 1 c�SH S U EVENDE_ LL LIFT _ . . r e H0. °R CRIExxo1 sm c _ S � " e.®rs a 0 ALTERNATE FLAT SLAB TOP SECTIONS AT GRADE OR 6' BELOW GRADE WITH 24' FRAME AND COVER IF PREFERRED. 6' SEE STANDARD CURB DETAIL FOR PLAT ELEV 450 Q +/— --- •- --ELEV 450 +/- 3' +/— ALLOWANCE FOR UTILITY" PASSOVER +/ IN R/W IF INSTALLATION ENCROACHES, /-10' MJ CAP INLET O 1 ' 'PIPE \— EXISITING GAS LINE (APPROX. LOCATION) I, I PUMP STATION' 144' I.D. WETWELL PROPOSED 144' I.D. BACKUP STORAGE } WETWELL TO BE DETERMINED. 2 STRUCTURE MAY BE PARTIALLY IN R /W, Ij- WESTERLY EDGE OF R/W \-POLY RUNGS @ 1' CTRS O" MJ CAP OUTLET SLOPE 8' BLIND 8" PIPE `- Y FLANGES MIN. 1':• .' :t . ELEV 4279 REBAR TOP ELEV 426 REBAR BOTTOM MAT CONCRETE BOTTOM SLAB REBAR DOWELS @ 1' CENTERS RADIALLY WREPLACE WITH SLUICE GATE WHEN BACKUP STORAGE WETWELL IS CONSTRUCTED AM r d MUM Zvi, 227 d r J? N. 9