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ROLL 20.E F R 3 2a6 �CANNM0 MAY 1 I M M CM,. 5 724iero2 0 C5.21 4 a N 4 �•+' lz7 d W C s'7 r+ � t C/1 N 4 h � � 8 ti Q V �q w � � aa 0 J a S < g �� z W Ln (r) z i cri o Y CIL U W X m a V) w SANIrARYSEWER NOTES 1. ALL NW/( MA 7ERIAL5 SHALL bF IN CONFORMANCE N17H 7HE STANDARDS AND SPECIRCA M WS OF THE CITY of, RENTOIV UTILI TY DEPARTMENT AND 7YE LATEST 0177ON OF THE NS90VAPWA STANDARDS AND - wFaFICA /70kS 2 THE HOURS OF NWK IN THE STREET RIGHT CF WA Y SHALL BE LIMITED TO 8.•30 AM TO J. JO PM Ow # TX0A YS UNLESS O7HERW.E APPROVED IN NRI)7NG BY T7 /E DEPARTMENT 6F PUBLIC KWKS AT 425 - 4,30 -7200. ALL .STREET CLOSURES, PARTIAL CY? FULL, SHALL BE APPROWD BY THE DEPARTMENT OIL PUBLIC MOWS 24 HOURS IN ADVANCE. 7HE POLICE DEPARTii�IENT FIRE DEPARTMENT, AND 911 SHALL 8E N077RED 24 HOURS /N ADVAAICE. J. ALL CAVSfi?X;7Ow SHALL BE IN ACCORDANCE JW7H "STANDARD SPECIRCA176WS FOR MUNICIPAL PUBLIC KWffS C6 WS7RUC77ON w PREPARED B Y THE' WASH /NGTX 5 T 7F CHAPTER AMERICAN PUBLIC #WKS A 55001 776W (AP WA), LATEST 01776W AND 7NE CITY OIL RENTOW STANDARD SPECIRCA770N.S 4 ALL LOCA770#5 OF EXSANG UALIAES SHOW ARE APPROXIMATE AND IT SHALL BE THE COV RACTOR F RESP6W.1BILI7Y TO VERIFY 7m, TRUE AND CORRECT LOCA776W SO AS TO A VOID DAMA6r 6W DISTURBANCE: 5 A PRE- COV57RUC77CW CAVFERENCE AND A 24 HOUR N077CE SHALL BE REWIRED PR16W TO STARTING NEW CONSMU0776W IT SHALL BE 7HE COwIRACTM S RESPONSIBILITY TO SECURE ALL NCCESSARY PERMITS PRI'6w TO STAR77NG COWS7Ri107GW. (INSPECTION NlLL BE ACC6WPLI -WED BY A R'EPRESENTA 77kE 6F THE C/TY OF RENT6W) IT SHALL BE 7HE C7N7RACTOR S RE.SPOW57BILI TY TO NO77FY 7HE UTILITY OEPARWENT 24 HOURS IN ADVANCE OF BACKFILLING ALL C6WS7RUC77QV. 6 CONTRACTOR IS MfL Y RES06N.7BLf FOR THE MANS, METHODS AND SfOUEYCES OIL C6WS7RU070W AND FOR THE SAFETY OF #WKERS AND 07YERS ON 7HE CCW57RUC776W 597E 7 /T SHALL BE IHE RESPONSIBILITY GF 7HE CON 7RAC7OR TO OBTAIN STREET USE AND ANY ta'MR RELATED .PERMITS PRIOR TO ANY C6W.ST?UC77OW. 8 PLANS APPROVED BY THE a7Y OF RENTON PUBLIC NVRKS DEPARTMf;VT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A copr OIF 77WE3E APPROWD PLANS MUST BE ON THE ,XJ19 SITE W/ENEVER CONSTRUCTION /5'/# PROGRESS 10 7HE CONTRACTOR SHALL PROWDE 7NE CITY OF RENTON NITH AN AS -&N T .ORANING OF 7w SANITARY SENFR SYSTEM VHICH HAS BEEN STAMPED BY A LICEN50 PROFESSIONAL EVGIfffER OR LICENSED PROFESSIONAL SURWY6W 11. 8A00LL SHALL BE PLACED FOYALL Y ON BOTH SIDES of THE PIPE IN LAYERS IW 1H A L DOSE A WRAGE DEPTH OF 6 INCHES M4XIMUM DEPTH OF 8 I/VCH£S, 7HAROUGHL Y TAMPING EACH IAYER TO 95X OF MA)(IMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON. EA CH' SIDE 6F 7Nf` P /P£ OR TO 7Hf SIDE OF THE THE NCH. Ord .TRIAL S TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTLI TY TRENCHES AV EXISTING TRA VELED ROADWA Y SHALL BE BACKFILLED W7H CRUSH£!' RO'.;K AND MECHANICAL/ Y COUPACMD. CUTS INTO EXIS77NG ASPHALT SHALL BE NEA7ZINE CUT 97H A SAW ;N A .;6WANUOUS L /NE. A TEM' 6WARY COLD MIX PATCH MUST BE PLACED IMMED /A7FL Y AFTER BACKF'L-L AND C6 PACROA1 A PERMANENT HOT MIX PA TC.H SHALL BE PLACED MiM'7HIN 10 DA YS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS. 13 DA AIM SHAL! BF 07Y OF REN70N NA YD 1988 (AfFADRS) AND NAD 198.3,/'1991 (ME71RS) 14 ALL 01SAIRRED AREAS .SHALL BE SEfDEG AND MULCHED OR 07HERMSE STABIL12ED TO THE SA NSFAC77GW OF THE DEPARTMENT f OR 7RE PREVFN770N OF CW- -SITU EROS/OW AFTER THE C'6WFLE770N 6F C6WSRVC`770N 15 ALL PIPE AND APPURTENANCES SHALL BE LA /0 ON A PRO 4FRL Y PREPARED FOUNDA77ON /N ACCORDANCE WTN SEC77ON 7- 02.3(1) OF THE CURRENT STA 7F OF WASH /N670V STANDARD SPECI CA RMS FCW ROAD AND BRIDGE C7N51RUC77OyV: THIS SHALL INCLUDE NECESSARY LEVELING OF 7HE IRfNCH 90 7T6 OR 77-IE TOP OF THE FOUNDA 776W MA TER /AL AS #ELL AS PLACEMENT AND COMPAC7701V OF REOVIRED BEDDING MA 7fRIAL TO 11NIF6WM GRADE SO THAT 7HE EN'Aff- LfNG7H OF PIPE WI L FE SUPPORTED ON A mlfoRML Y DENSE aNYI£LDING BASE. P /PE BEDDING 9MLL BE PEA GRAVSL 6" ABOVE AND BELOW THE PIPE. 16 SANITARY SEVER PIPE SHALL BE POL Y14N12 CHLORIDE (PVC) RUBBER GASk'ETED A57M D ,,3034, SDR 35, C900, OR 0'1C77Lf- IRON CL ASS 50 SANI TAR Y S£HFR FORCE MAIN TO BE CEMENT LINED 01/07LE IRON PIPE CONFORMING TO LA TEST Rf-W516W OF AWWA CI10 & C111, THICKNESS CL. 52 17 IN UN /MPROV£D AREAS MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 18" ABD'VE RN /SHED GRADE. IN PA VED AREAS, CO { ER MUST SL OFF IN ALL DIRE C770NS TO MA TCH PA WN'G. 18 ALL SANITARY 51-WER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE KITH THESE APPROVED PLANS. ANY DEVIA 77CW f POY THESE PLANS WILL REOU/RE APPROVAL FROM THE- OA ER, ENGINEER AND APPROPRIA TE PUBLIC AGENCIES - 19. L 0 C 77ONS OF ROA0WA YS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMA IT FOR DIMENSIONED L 0 C 77ONS Of THESE IMPROVEMENTS, Rf ER TO THE ARCHI 7EC7URAL 5.,T PLAN: IMPROV£M,ENT AND STRUCTURE LOCH 7I,9NS SHALL BE RELD SET" BY THE ENGINEER AS RMARED. 20 AA.L MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPSCIFICA PONS. ALL MANHOLES SHALL HA W A MINIMUM C? 107 FOOT TO MAXIMUM 1.0 FOOT DROP SE71fEEN INVERT 11V AND INVERT OUT ALL MANHOLE COVERS SHALL BF ADJUSTED 70 KNISH GRADE PRIOR TO f7NAL PA 14NG OR LANDSCAPING. 21. ALL 7RENCH BACAf7LL SHALL Bf COMPACTED TO AT LEAST 95X OF 7T•IF. MAXIMUM DRY DENS /TY PER AST / D-15,57-70 (MODrf7El7 PROCTOR) AX THE FIRST THREE FEET ABOVE ;HF PIPE. /WC REMAINING FA010LL MA Y B. F TO 90%' IF NOT IN AN AREA OF FUTURE PA kEM£IVT OR STRUCTURAL FILL. TRENCH BACKRLL AND COMPACA6W SHALL BE COMPLET V PRIOR TO 7E5T7N'G LINES FOR LEAKAGE. 22 ALL SIDE SEWEFS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.0.x' PROP£RTYf107 CORNERS ANDIOR BUILDING LOCA7TONS AND f7NSH GRADES SHALL BE FST4 LISHED IN 771E f7£LD PR /OR TO ANY SEN£R COWS7RUC 0N. SIDE SEWER TEE STA 77GfVS ARE REFERENCED FROM' 7HE NEAREST DOMVSTREAM MANHOLE. THE COW7RACTOR SHALL MAINTAIN ACCURATE AS-864,L T RECORDS Of -,4U ALL SZOLF SENFR L OCA N64S. ALL SIDE 5i- ERS SHALL BE TESTED A T THE 7TME OF MAIN LINE TESPNG. PIPE YA 7FR/AL SHALL 8E 09010 FOR DEPTHS 0 VER 15' 23 WIRE A WATER MAIN CROSSES ABOPF THE SANITARY SENFR, AND LESS 7HA'N 3 10" OF IIEiR77CAL CLEARANCE EX /STS BETN-EN THE TOP OF SEINER AND 807TOM OF WA TER MAIN, THE SENFR SHALL BE CONSTRUCTED CR RECONSTRUCTED N'TH' DUCTILE IRON P1P£ (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER AMAIN CROSSING. 24. SANITARY SENFR MAIN LINES (8" DIAMETER ANO LARGER) SHALL NO T BF CONSTRUCTED ANY CLOSER THAN I'D FEET TO ANY BUILIJINO OR 5 FEET TO ANY CARPORT. 25 NEW CONNEC176WS TO' EXISTING FACIURES SHALL BE S£AL£D OFF UNTIL UPSTREAM CONSTRUCTION /S RNISHfD, 7E575D, CLEANS9 AND ACCEPTED! ALL CON57RUC17ON DEBRIS AND W47FR SHALL BE REMOVED PRIOR TO OPENING NE SEAL. ALL TT"SANG SHALL BE IN THE PRESENCE OF A CITY OF REN'TT0iW' .INSPECTOR 26 PR /OR T6' ACCEPTANCE OF COW.S7RUCAON AND /OR ISSUANCE OF OCCUPANCY PERMITS EN6INEER 1SUR9-r0R- CER17f7ED AS -BUIL T DRANING5 MUST BE PREPARED OF ALL SANITARY SENFR FAC/1J77E5 27 INSTALL FALL RESTRAINT SYSTEM IN ,ILL SANITARY SENFR MANHOLES OI�R 20 FEET DEEP. FAl1 RESTRAINT SYSTEM SHALL BE "SURFTRACT CLIMBING AND FALL PROTECTION SYSTEM" AS MANUFAMRED BY WILLER FALL PROTECTION" 60" ALLOWABLE MAX. fGW CAST IRG1V P IPE a? &ICXf /ROw PIPE" 1.•J.•5 ,INX CAVQ4ETE� acXrnvc � P N 2/ t YA��G AN0g1.01N �IM GpE1E COO 19 ANrV SLOPE SIDE OII UT TEE „••"�v,�� SEVER MAIN SEN£R MAIN CGYVCREIF BLOCK /NG ANGLE 6F TEE A T MAIN OVER 25' TYPICAL S✓DE SENE7R ELEVA BLOW ELEVAbOV NOTE UNLESS 07HERNlSE SHONV OW PLAN, SIDE SEND SHALL HAW A MIN /MUM 4' COW R A T PRAoERTY LINE 6R 3 -5' LONER THAN THE LONEST HaIUSE ELEVA770W, NHICHEVf1R IS LONER. UNLESS Ob%fRN1SE APPROWD BY 711E CITY, MAKE TAP 7HROUGH CAST /ROW SADDLE SECURED TO SEN£R MAIN Nl7H STAINLESS STEEL BANDS #HEN CwNECANG NEW SIDE S "S TO EX /STING MAIN VITRIFIED CLA Y, PLAIN AND REINFORCED C4NCRE7Z; D. /. PIPE AND C./. PIPE SEVER MA /NS ARE 70 BE CORE DRILLED SIDE SEWER DE TA /1. NO SCALE 314" SOIJARES SPACED — 314" AS INDICA 1FD — HT. 1/8" ■ ■ ■ ■ /ice RAISE -1/2 " 1 WIDE BORDER 10" 9" 8-314 112' =, r 2., r 5 18" 2 -718 "' 4.' R/lY 6" BUILD/N- SEVER PIPE I TEE WTH 6" SIDE OU7ZET I GYEANOUT- -SEE DETA /L LEFT / 12'% --'' FIBER "NT- PACMING 45' (1/8, f BEND 2 "x 4" STUD SERVICE MARKER PAINT UPPER P6W flON ON17F AND LABEL NCNEiR" NlTH 3" HIGH BLAa( LETTERS #RAP ,u INRE AROUND THE PIPE, EXTEND IT RCI f7NISSf/ GRADE AND A7TAal IT TO THE 2 "x4 ` STUD. SIDE SEWER DE TA /I.-/ - 7." ., 7 -3 4" lVD1F IN UN /MPR010 AREAS POUR 1' -O" 8 THICK 2 -D SOUARE CAVCREI , PIPE MATERIAL AS SPECIf7ED CLASS 300Q PAD AROUND RING AND BY 7HE ENGINEER 15 " COkff IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING CAST IRON RING AND COVER AND COVER AS REQU /RED BY STANDARD DETAIL DRAWNG BR36: 6 /NCH OR 8 /NCH CLEAN -OUT .-�. ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN .SPAN IS MORE THAN 4'. NOT TO SCALE 6" MIN. 1_ � 6 MIN. 7 77 D.I.P. lEE CL. I I TYPICAL 1 � 7EE 2'" MIN. / MANHOLE \ � �1/2 BLIND FLANGE AS DAA! 1 1 _C 6, 112 PLUG AS DAM �- FLEXIBLE JOINT BACKRLL WI iH ' COMPACTED MA TER/AL AS DIRECTED BY ENGINEER. W1 TV MIN. 4 SHACKLE RODS CEMENT CONCRETE CLASS C BLOCK POURED IN PLACE D. I. P. 90 BEND CL.50(MJ X PE) ROLL - M/N. �-I I • • ' .' TYPICAL MANHOLE " FOUNDATION DUCTILE IRAN CONSTRUCTION CONCRETE ENCASED DROP CaNNEC TION DROP COwNECnoN SA NITA R Y SEWER DROP DE TAIL z o. NOT TO SCALE NO SCALE 9 -n'. COWCRE7F CLASS 3000 4 -3/4" II I PLUG TO BE SEALED - -�--r- IN SAME MANNER AS MAIN SEVER JOINTS ONE L.rNGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4' FLEXIBLE JOINT BACKFILL WITH COMPACTED MA TER/AL AS DIRECTED BY ENGINEER. -- CEMENT CONCRETE CLASS C POURED IN PLACE 90' BEND (TYTON U --651) FPt3274f MaFrAj RLLET N07F'S.- 1. STEFS TO BE 314" 0 D£FARMED BAR GAL VANIM SAFETY S7FPS OR EC-UAL. 2 57EPS ARE TO BE /N PLACE 8EFOIRE' MANHOLE SEC�7OWS ARE INSTALLS D. 3 CA577NO TO BE PER DRAIWNG 8R29 4 MANHOLE SEC77OWS TO BE OF REINFORCED PRECAST CONCRETE: 5 ALL ,ONN SHALL BE GROUTED. 6 SANITARY SEVER MANHOLES SHALL HAVE ALL /N7FR /OR SURFACES, IN.L UDING CHANNELING COA 7EV iW TH A HIGH 50LIDS URETHANE COA TING,- WASSER MC -00 NSZAL OR APPROVED EQUAL, COLOR GF COA 77NG SHALL BE #HITE. 7 RUBBER GASKEIFD JO/N75 SHALL BE IN CONFORMANCE WAY ASTM C -443. 8 CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9 CONNEC77ONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL 80075 OR APPROVED EQUAL. MANHOLE FRAME AND CODER SEE DRAIMNG 8R29 ADW57MENT (4" MIN CONE RUBBER GASKE FD l'JYN75 IN ACCORDANCE I TV ASTM C- J STEPS - 314' DE'F"ED BAR STEPS .SMALL BE INCLUDED C6WCRE7E RISER BY PIPE INC, OR APPROIO OVAL. MAX. PIPE S/2E -- 21" I.D. LADDER -S%D. ALUMINUM OR GAL VANIM 57ITL C6WCRE7F• SHELF PRECAST BASE SEC 776W OR CAST IN S Yf ZF SA NITA R Y AIA NHOL E TYPICA L DETA /1. NOT roSCALE e003 S r. ,y RECOMMENDED FOR APPROVAL 4 e ,��, 3=CISTE BY. DA TF NarrAL BY DA T- '� 1 BY DA TE• 1471 l NE 29th Place Sate 101 CORE Bellevue, Washington 98007 425.885.7877 Fox 425.885.7963 �zwDESIGN ENGINEERING • PLANNING • SURVEYING SANITARYSEWER DETAILS COW XOM40,M ift ID NAY 112006 ca a 32<.<a-O3 OI026c5 31 •a 1105 ao ro CD �N n CD � X 0 z r L y (Z) '4 a j -- i 1 0 APPL /CANT ONE rA RDS a WS 7N UC 770 V, L L C 4 P 0 BOX 2401 ASP j I 1 + KIML019, #WW1A(GA5W 9&W 4 O i j ' r (425) 89.3 -8478 7 C6WTACT alff KLIAMS ,,� ,=` �-_ -_ WWjW liCz V OA, R T5 "-' ' PLANNER IENGINEERISUR VFYOR . F 18-19 �Ww INC. c6ff & W 14711 N.E. 29TH PLACT, MIT 101 NQ' W 8a I f Wi, A MING 7 M MW 7 F FF N1 E r- r..l '1 1 I { ' � T N (425) 885-78,77 !k) - - PLANNER CaVTACT S)VWEN SOYRE. P.L.S 110:�TH PKID ROB STWNS, P.E. - ENGINEER ��. ti - ,''"C Q `- �T PR,�)P LANE STA. J/-00 (SE 121st 50 = %STA. J-1-00 (IJgth AVE St.) SCALE: 1 40 14 6 BLDG. 5 80 - 1N, 1 4 r /F= 45 F1.106 0 20 40 4� 411 6mmP M6. 14. I F.-`r-464 79 `_,'_)L:TH'\f_ND OF FENCF IS V :T, C'F NO-P LINE w - _ -_ _ ' _ ,'t1 J ?I � ; ' r/ i;'l �..' � • ,, _ \ '�iM" ' "-.._ _ - --.-- ..,._- .fix: - -.i { - �- , `� .� "_-, + j '� 3_0 A '-' NE 77WPMff 1, L N4 t 60 iE 4* 0 .1 1 1 00 1 -1400 F I F -,�5 119 38- 82 Iq L 8- Pic 10AF 00750 .FED ILI, ti',� ;; �-r� -- / RV/ . �SMH 43E-1 %4 -Ij • STA. 2*97, 5Z T (138TH) 441- SM MH 4810 _J 44' 4 MY 4J.J 5-f (MATCH EX) 8- PVC IE 42059 (MV) rj =44-d i 8- PVC /F 420 49 (OUT) _j PROP PER COR SID. PLAN 8075 S:WH 8 `F - 4-46.38 F B! DG '�7 1 STAo+ F,F=4'5-. =4 4 -11 F-4 8 IE 426.96 �VROP) (N, f )_ IJ, 5Z T SM MH 4810 I'LL RIM 454.3E 2' N EX LOT 17 IS C6WNECIYD 8" PVC' E 445.85 (OUT M rYK'RA1r_ Cri" CVCM" 11 C CJ AJ 7 1 Q Z 10 ROLL :20..2_ fR32 CW , 0 9#W26 3 ZCw(dv0jo a 71 NAY 11 100` mi rn z 4 A CjN a y ww w� g 0 6%4 �01.4- Q E'"y W 0 h Q 0 V) W 0 z SA NITA R Y SEWER NOTES 1. ALL *VA' MA ER/AL S SHALL BE IN COWFORMANC£ Nl7H THE STANDARDS AND SPECIFICA AOWS GYM THE CITY CAS R£NTON UALI TY DEPARI,I/ENT AND 7HE LA 17-ST EDI ADV OF INE #WOT /APWA STANDARDS AND - WEOf1CA 77OVS 2 7HE HOURS OF NOW IN THE STREET RIGHT-OF- WA Y SHALL BE ,LIMI TED TO 8.• JO AM TO J 30 PM GW N£EKDA YS UNLESS O7HERNI.SE APPROVED IN NR/ANG BY THE DEPARTMENT Or PUBLIC #OWS AT 425 - 431 -7200 ALL STREET CLOSURES, PARAAL OP FULL, SHALL BE APPROYFD BY 7HE DEPARTMENT OF PUBLIC MWS 24 HOURS IN ADVANCE. THE POLICE 9fTARIMENT, RRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE J. ALL C5N5IRUC770N SHALL BE IN ACCORDANCE' NTH "STANDARD - WECIRCATiOWS FOR MUNICIPAL PUBLIC NWIKS COVS7RUC770N" PREPARED BY THE WASHINGMW STATE CHAPTER AMERICAN PUBLIC NtNKS ASSOIC/AP61V (APWA), to TEST EDI ACW AND 7HE CITY OF RENTOW STANDARD SPEaRCA AONS 4 ALL L OCA BOWS OF EXISANG UAL /AES SHONN ARE APPRDX/MA 7E" AND I T SHALL BE AVE COW TRAM R S RESPOYV- 545YLITY TO WRFY 7HE TRUE AND C01aWCT LOCH ACW SO AS TO A M DAMAGE- DP D/SAIRBANE 5 A PRE- CANSTRUCTIOW COWFERENCE AND A 24 HOUR NOTICE SWAGL BE REWIRED PROP 70 STARANG NfW COWSTRVCITOV IT SHALL BF THE COV7RAC7DRS RESPOV.9&UTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING C6W5IRUC776YV. (INSPECAOW NFLL BE ACCOMR -19YED BY A REPRESENTA77W OF THE CY1Y OF RENTOW) IT SHALL BE THE COW7RAC721R'S RESPOWSHLITY TO NOAFY 7HE UNITY DEPARTMENT 24 HOURS IN A00INCT OF BAC%RLUNG ALL CDVSTROCAOV. 8 COW T1 FACTOR /S Sa. EL Y RESPGWSrBLE FOR THE MEANS, METHODS AND 56 _011£NCES 6 F CGWSMIC770W AND FOR THE SAFETY OF *Wlff PS AND OTHERS DV THE 06W57R1JCTIU+V 97F 7 IT SHALL BE THE RESPGWSYBILI TY Ol F' THE COW TRAC7OR 70 06TAIN 571 PEFT USE AND ANY OTHER RfZA ED PERMI RY PRIOR TO ANY CDNSTRUCADN 8 PLANS APPROVED BY THE CITY OF RETVTDV PUBLIC MWS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS: 9 A cop 0F" THEE' APPROVED PLANS MUST BE GYV 7HE " .7 7E WIENEWR C6 WSIRUC770V IS IN PROWESS: 10 THE COWTR40M ,SHALL PROVIDE THE CITY OF RENTaV KITH AN AS -BUIL T DRAN/NG OF 7HE SANITARY SEVER SYSTEM NHICH HAS BEEN STAMPED BY A LICENSED PROfMON& ENGINEER OR LICENZ9 PROTSSY'ONAL SURwXw.. It mcl 1LL SHALL 8E PLACED moALL Y ON 8011/ SIDES' Ole 7HE PIPE IN LAYERS WTV A LOOSE AVERAGE" D1EP7H OF 6 INCHES MAXIMUM DI EPTH OF 8 /NOTES, 7HOPOUWL Y TAMPING EAGYI LA YER TO 95N' OF MAXIMUM MNgTY. THESE COMPACTED LA )FRS MUST EXTEND FOR OWE PIPE DIAMETER OW EACH SIDLE OF THE PIPE GYP TO 7HE _79F OF 7HE TRENCH. MATFR/ALS 70 CONPLE?F THE F/LL OVER THE PIPE SHALL E,' THE SAME AS DES'C]RIBED. 12 OPEN CUT ROAD C3RDSS/NGS FDR UAL/lY TRENCHES DW EXISANG TRA ifzo Raw& Y _WALL B£ BACy(f7LLED mm CRUSWED ROCK AND MECHANICALL Y CDNPAC7fo. CUTS INT27 EN/SANG ASPHAL T SHALL BE NEATUNE CYIT 97H A SAW /N A CONANUOUS LINE. A TFiMPORARY CACD MIX PATCH MUST BE PLACED /MMED/A7FL Y AFTER BACXrm AND COI/PACAOYV. A PERMANENT HOT MIX PA MY SHALL BE PLACED W7H/N 10 DA YS" AND SHALL BE PER CURRENT C/TY LF RENTON STANDARDS. IJ DATUM -WALL BE' CITY OF RENTOW, NA VD 1988 (METERS) AND NAO 1983/1991 (METERS) 14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR D7TVE"RNSF STABIL /ZD TO NE SA OF 77;r 6W THE DEPAR IMENT FOR THE PREWNTOW OF 6V -577FF ERO.SION AFTER TIME CC /PLE77ON Or< C6W57RUC77DYV. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPfRl Y PREPARED FOUNDA 7TON IN ACCORDANCE NI7H SE0flOV 7- 02.3(1) OF N t- CURRENT STA TE 6 F WASH /NGMW STANDARD SPECIFICA 77C WS FDR ROAD AND BRIDGE CDVST7PUCADV. 7H/S SHALL INCLUDE NECESSARY LEVELING Of" 7m- TRENCH BOTTOM OR THE TOP 6r 7HE FOUNDA AAN MA TEA YAL AS NFZL AS PLA6FMENT AND CONPAC776W 6 F REWIRED BEDDING MA IER/AL 70 VN /FCIRM GRADE SO 7HA T INE ENTIRE L.ENG7H OF PIPE #kL BE SUPPOR7Ff.1 OW A UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA V!Z 6" ABOVE AND BELOW THE PIPE. 16 SANITARY SEVER PIPE SHALL BE PGY YWNY1 CHLOR6D£ (PVC) RUBBER GASKEI,ED ASW D ,.3034, SDR 35, C900, OR DUCALE /RGW CLASS 50 SANITARY SEVER FORCE MAIN TO BE CEMENT LINED DUCALf /ROW PIPE C0WFO4M/NG TO LA 71ST REVL576W OF A#WA C110 8. 0111, THICKNESS CL. 52: 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PA VFD AREAS, CODER MUST SLOWS IN ALL D/RECADVS TO MA TCH PA WNG. 18 ALL SANITARY SEWLfR IMPROWMEN75 SHALL BE CONSTRUCTED IN ACCORDANCE NITH THESE APPROVED PLANS. ANY DEEKA AOW FROY THESE PLANS HILL REQUIRE APPROVAL FRONT THE ONlVER, ENGINEER AND APPROPR/A IF PUBLIC AGENCIES. 19 L 0 C 77aVS 6F ROA0WA YS BUILDINGS AND PARKING AREAS SHOWN HER£GW ARE APPROXIMA 7F FOR DIMENS✓6WED L 0 C 770VS OF 7HESE /MPROVFME N7S REFER TO THE ARCH /7EC771RAL S1 7E PLAN. IMPROVEMENT AND S1RUC7IRE L0CAAONS SHALL BE f7EZD SET BY THE ENGINEER AS REQUIRED. 20 ALL MANHOLES -WALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA ROWS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETNFEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE A0WS1FD TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING 21. ALL TRENCH BACKf7LL SHALL BE COMPACTED TO AT LEAST 95X Cf- THE MAXIMUM DRY DENSITY PER A57M D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST 7HREE FEET ABOVE THE P /PE. 7HE REMAINING BACKRLL MA Y BE TO 9OX IF NOT IN AN AREA OF fZ17URE PA VEMENT OR 57RUC7VRAL RU. TRENCH BACKRLL AND C6WPACAOW SHALL BE COMPLETED PR /AR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEVERS SHALL B£ A MIN /MUM 6" DIAMETER AND HA VF A MIN /MUM SLOWS OF 2 OX PROPERTY1 OT CORNERS AND /OR BUILDING L 0CA AANS AND FINISH GRADES . �IAL1 BE ESTABL /SHED IN THE fT£LD PR /0R TO ANY SEVER C0NSIRUCAGYV. SIDE SEWER TEE STA AGWS ARE RE FER£NCED FR6W THE NEAREST D0 N VSTR£AM MANHLE: THE COYV TRACTOR SHALL MAINTAIN ACCURA TE AS BUIL T RECORDS 6F ALL S/DE SEWER L OCA 77aVS. ALL SID£ .SEVERS SHALL BE TESTED A T THE 77ME O!F MAIN LINE TESANG. PIPE MA 7FRIAL SHALL BE C9Gb FOR DEPA/S 01�ER 15' 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEVER, AND LESS THAN 30" OF VERACAL CLEARANCE EXISTS 8ff#EfN 7HE TOP OF SEVER AND 807TOM OF WATER MAN, THE SEVER SHALL BE CONSTRUCTED OR RECONSTRUCTED WI'& DUCALE /ROW PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF l7/E WA TER MAIN CROSSING. 24. SANITARY SFNER MAIN LINES (8" DIAM£7FR AND LARGER) SHALL NOT BE CO'VSIRUCT£D ANY CLOSER THAN 10 FEET TO ANY BUILDING CAR 5 FEET TO ANY CARPORT. 25 NEW CONNEC770VS TO EXISANG FACIL /AES SHALL B£ SEALED OFF" ON77L UPSTREAM COWSTRUCAGW /S FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS TRUCAON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE /N THE PRESENCE OF A CITY OF R£NTOV INSPEC70R 26 PRIOR TO ACCEPTANCE OF C6N5TRUC170N AND /OR ISSUANCE CX- OCCUPANCY PERMITS; f?VCWN£ER 15URWY04- C£RPRED AS -BU /L T DRAWINGS MUST B£ PREPARED GF ALL SANITARY SEKR FACILIAES. 27 INSTALL FALL RESTRAINT SY51EM IN ALL SANITARY SEVER MANHOLES OVER 20 FEET DEEP. FALL RESIRA /NT SYSTEM SHALL BE NURETRACT CLIMBING AND FALL PR07EC77DN SY57EM" AS MANUFACTURED BY "MILLER FALL PROTEC770N' 60" ALLONAI&E MAX. A5R CAST IROW P /PE 09 DUC77LE /ROW PIPE: 1.•.i.•5 MIX CGWGWEIE -7 BLOgY /NG T N j \_ 6" SIDE OUTLET ME SEVER MAIN COWCRE7F BLOCLIING ANGLE F TEE AT MAIN OVER 25" ou VA ING AN c� zx MIN scams za MAIN T )PICAL .99E SE" ELEVA ADV NOIE.• UNLESS 07HEIPNI5E 9YOMN AN PLAN, .S/LE SEIIE7P S7fAlL HAW A A/ /N/A/UA/ 4' COlff AT PRQ°fR7Y LINE Q4 J--S' LOMER IRAN 7HE LONE-ST HAUSE E[EYAAGl1; NN/QYElf1P IS LON£R. UNLESS 07HfRM1.W APPROfED BY 7HE pTY, MAKE TAP 7HRGY/Q'1 CAST NOV SAAGi(£ .SECURED 11J SEME]P MAN M/IH STAINLESS SIEQ BANDS MNEN CLNNECl/NG NEW SYDE' SfMERS R7 EX1S7iNG MAN. N7R/i7ED L7AY, PL /N ANO REINFAPC£D L'GfVG7P£1E, D. /. P/P£ AND C. /. P/PE .VME]P A/A/NS ARE 717 BE CQ4E G14/V.ED SIDE Sf WER DETA /1. ONE LENGTH OF DUC77LE 0 PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. ••--F__" NO SCALE ■ '.►`; ■ r" 10" 9" 8- J14 1 -114% 1/2,, r 2" 7„ 314" SWAR£S VACE'D - 314" AS IND /CA MD - HT. 118" 1/2" 1 •• RAISE =1/2" NlL7F BORDER 5/8" 2 7/8" 4„ R/lY 10' MIN 6" BUILDING SEVER PIPLF' I TEE' WTV 6" SIDLE OUTLET I LrEANAUT -SEE DETAIL LEFT 2 "x 4" STUD SERNCE MARKER PAINT UPPER PORAOW WV17E AND LABEZ 's£NFR" WTV 3" H10Y BLACK LETTERS #RAP A *RE ARfX/N0 THE PIPE, E)'TFND /T T27 Rmw 09ADE AND ATTAC Y IT TO THE 2 "x4" STUD. 1210 FIBER JGNT- PACyYING 45• (118) 6EN0 SIDASEWER DETA /1. 4 NILJ1: IN UN /AIPROffD AREAS PLK/R 1' -0" B" 7H/G7(1 =0" SGY/AR£ CQVQ4E7F, PIPE A/A7fR/AL AS SpE"C/f7E0 CLASS ,T0001 PAD AROUND RING AND BY H E pNR 15° COIfR. /N AS0!/ALT ROADW,IYS RESTA4E AROUND 6YEANQU7 RING CAST /RLW RING Al CDD£R AND COW AS REIX/ /R£D BY STANDARD DflA/L ORANINC BS'36. 6 /NCH OR 8 /NCH CLEAN -OUT I , &"-. _ .. - - 6" MIN. 6" MIN. NOT TO SCALE 6" MIN. + 6" MIN. 11f 7. D.I.P. 7EE CL.50 I TYPICAL TEE 2" MIN. L FLEXIBLE JOINT BACKRLL WI TH COMPACTED MA TERIAL AS DIRECTED BY ENGiINEER. D1 P. C1.50 6" MIN. W TH MIN. 4 SHACKLE RODS / MANHOLE �~ 1 1/2 BLIND FLANGE AS DAM 1 _ F 6" MIN. 1 . 112 PLUG AS DAM I 6" MIN. I ' ICI I , :. COWQQE7F CLASS XW 4_3/4,. 7 II I PLUG TO BE SEALED -��-r- IN SAME MANNER AS - - --,I MA /NSENfR ,�YN1,5 ONE LENGTH OF DUC77LE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. tZEXIBLE JOINT BACKRLL WI TH COMPACTED MA TERIAL AS DIRECTED BY ENGINEER. � CEMENT CANCRE1f' CUSS C POURED IN PLACE CEMENT CONCRf1E � CUSS C BLOCK 90' BEND POURED IN PLACE (TYTON U -651) D.I.P. 90' BEND TYPICAL MANHACE CL.50(MJ X P£) -. FOUNDA AAN - CONSIRUC110N GON RFTc cNrAcrn DUCDL£ IRON DROP CANN£CT/ON DROP CONN£CIILW SANITARYSEWER DROP DETAIL NOT TO SCALE ROLL 20.2 fR329 MORTAL FILLET C MANHACE fRAME AND COWR SFE DRANING bF29 ADWSTMENT (4 " MIN.) LINE RUBBER GASKEIFD "N73 IN ACCORDANCT MOTH AS7M C -443 STEPS - 3/4- DEFORMED BAR STEPS 9YALL BE INa UDED CONCRETE RYZR BY PIPE INC., OR APPROVED MIAL MAX. PIPE -92F - 21"Z9. L.4bMR- -S7D. ALUMINUM OR GAL VANIAD STFFL CGWOWT .SHELF PRECAST BASE SECAOW OR CAST IN STIE7F. �I NOTES.- 1. STEPS TO BE 314" 4 DEFARMEV BAR GAL YAN12ED SAFETY STEPS OR EQUAL t 2 En o ARE INSTALLED. J CASTING TD BE PER DRANING SR29. 4 �_j� COWCRETF. 5 ALL "NN SHALL BE 6 ROU70 6 Z W SURFACES INCLUDING CHANNELING, COA 70 (SEALED) WTV A HIGH SOLIDS URETHANE COA LING, WASER MC -COV -SEAL OR APPROVED EQUAL; 7 COLOR OF COA ANG SHALL BE #H17E: RU88ERR GASKE45D vIOVNTS SHALL BE IN C0VF6RQAN6E 8. WITH AShV C -443. CHANNEL HEIGHT SHALL � rri X BEAMINIMUM OF 314 7HE INSIDE D/AMEIER OF 7HE LARGEST PIP£. b 9. CONN£CAOVS TO MANHOLE SHALL B£ MADE USING WK w Go v, ADAPTOR? KDR- -N -SEAL BOOTS OR APPROVED MIAL. o `� a w SA N1 TA R Y MA NHOL E T YPICA L DE TA Irn Q w NOT TO SCALE O MN Q 0 0 V) W 0 z SA NITA R Y SEWER NOTES 1. ALL *VA' MA ER/AL S SHALL BE IN COWFORMANC£ Nl7H THE STANDARDS AND SPECIFICA AOWS GYM THE CITY CAS R£NTON UALI TY DEPARI,I/ENT AND 7HE LA 17-ST EDI ADV OF INE #WOT /APWA STANDARDS AND - WEOf1CA 77OVS 2 7HE HOURS OF NOW IN THE STREET RIGHT-OF- WA Y SHALL BE ,LIMI TED TO 8.• JO AM TO J 30 PM GW N£EKDA YS UNLESS O7HERNI.SE APPROVED IN NR/ANG BY THE DEPARTMENT Or PUBLIC #OWS AT 425 - 431 -7200 ALL STREET CLOSURES, PARAAL OP FULL, SHALL BE APPROYFD BY 7HE DEPARTMENT OF PUBLIC MWS 24 HOURS IN ADVANCE. THE POLICE 9fTARIMENT, RRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE J. ALL C5N5IRUC770N SHALL BE IN ACCORDANCE' NTH "STANDARD - WECIRCATiOWS FOR MUNICIPAL PUBLIC NWIKS COVS7RUC770N" PREPARED BY THE WASHINGMW STATE CHAPTER AMERICAN PUBLIC NtNKS ASSOIC/AP61V (APWA), to TEST EDI ACW AND 7HE CITY OF RENTOW STANDARD SPEaRCA AONS 4 ALL L OCA BOWS OF EXISANG UAL /AES SHONN ARE APPRDX/MA 7E" AND I T SHALL BE AVE COW TRAM R S RESPOYV- 545YLITY TO WRFY 7HE TRUE AND C01aWCT LOCH ACW SO AS TO A M DAMAGE- DP D/SAIRBANE 5 A PRE- CANSTRUCTIOW COWFERENCE AND A 24 HOUR NOTICE SWAGL BE REWIRED PROP 70 STARANG NfW COWSTRVCITOV IT SHALL BF THE COV7RAC7DRS RESPOV.9&UTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING C6W5IRUC776YV. (INSPECAOW NFLL BE ACCOMR -19YED BY A REPRESENTA77W OF THE CY1Y OF RENTOW) IT SHALL BE THE COW7RAC721R'S RESPOWSHLITY TO NOAFY 7HE UNITY DEPARTMENT 24 HOURS IN A00INCT OF BAC%RLUNG ALL CDVSTROCAOV. 8 COW T1 FACTOR /S Sa. EL Y RESPGWSrBLE FOR THE MEANS, METHODS AND 56 _011£NCES 6 F CGWSMIC770W AND FOR THE SAFETY OF *Wlff PS AND OTHERS DV THE 06W57R1JCTIU+V 97F 7 IT SHALL BE THE RESPGWSYBILI TY Ol F' THE COW TRAC7OR 70 06TAIN 571 PEFT USE AND ANY OTHER RfZA ED PERMI RY PRIOR TO ANY CDNSTRUCADN 8 PLANS APPROVED BY THE CITY OF RETVTDV PUBLIC MWS DEPAR7MENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS: 9 A cop 0F" THEE' APPROVED PLANS MUST BE GYV 7HE " .7 7E WIENEWR C6 WSIRUC770V IS IN PROWESS: 10 THE COWTR40M ,SHALL PROVIDE THE CITY OF RENTaV KITH AN AS -BUIL T DRAN/NG OF 7HE SANITARY SEVER SYSTEM NHICH HAS BEEN STAMPED BY A LICENSED PROfMON& ENGINEER OR LICENZ9 PROTSSY'ONAL SURwXw.. It mcl 1LL SHALL 8E PLACED moALL Y ON 8011/ SIDES' Ole 7HE PIPE IN LAYERS WTV A LOOSE AVERAGE" D1EP7H OF 6 INCHES MAXIMUM DI EPTH OF 8 /NOTES, 7HOPOUWL Y TAMPING EAGYI LA YER TO 95N' OF MAXIMUM MNgTY. THESE COMPACTED LA )FRS MUST EXTEND FOR OWE PIPE DIAMETER OW EACH SIDLE OF THE PIPE GYP TO 7HE _79F OF 7HE TRENCH. MATFR/ALS 70 CONPLE?F THE F/LL OVER THE PIPE SHALL E,' THE SAME AS DES'C]RIBED. 12 OPEN CUT ROAD C3RDSS/NGS FDR UAL/lY TRENCHES DW EXISANG TRA ifzo Raw& Y _WALL B£ BACy(f7LLED mm CRUSWED ROCK AND MECHANICALL Y CDNPAC7fo. CUTS INT27 EN/SANG ASPHAL T SHALL BE NEATUNE CYIT 97H A SAW /N A CONANUOUS LINE. A TFiMPORARY CACD MIX PATCH MUST BE PLACED /MMED/A7FL Y AFTER BACXrm AND COI/PACAOYV. A PERMANENT HOT MIX PA MY SHALL BE PLACED W7H/N 10 DA YS" AND SHALL BE PER CURRENT C/TY LF RENTON STANDARDS. IJ DATUM -WALL BE' CITY OF RENTOW, NA VD 1988 (METERS) AND NAO 1983/1991 (METERS) 14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR D7TVE"RNSF STABIL /ZD TO NE SA OF 77;r 6W THE DEPAR IMENT FOR THE PREWNTOW OF 6V -577FF ERO.SION AFTER TIME CC /PLE77ON Or< C6W57RUC77DYV. 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPfRl Y PREPARED FOUNDA 7TON IN ACCORDANCE NI7H SE0flOV 7- 02.3(1) OF N t- CURRENT STA TE 6 F WASH /NGMW STANDARD SPECIFICA 77C WS FDR ROAD AND BRIDGE CDVST7PUCADV. 7H/S SHALL INCLUDE NECESSARY LEVELING Of" 7m- TRENCH BOTTOM OR THE TOP 6r 7HE FOUNDA AAN MA TEA YAL AS NFZL AS PLA6FMENT AND CONPAC776W 6 F REWIRED BEDDING MA IER/AL 70 VN /FCIRM GRADE SO 7HA T INE ENTIRE L.ENG7H OF PIPE #kL BE SUPPOR7Ff.1 OW A UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA V!Z 6" ABOVE AND BELOW THE PIPE. 16 SANITARY SEVER PIPE SHALL BE PGY YWNY1 CHLOR6D£ (PVC) RUBBER GASKEI,ED ASW D ,.3034, SDR 35, C900, OR DUCALE /RGW CLASS 50 SANITARY SEVER FORCE MAIN TO BE CEMENT LINED DUCALf /ROW PIPE C0WFO4M/NG TO LA 71ST REVL576W OF A#WA C110 8. 0111, THICKNESS CL. 52: 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PA VFD AREAS, CODER MUST SLOWS IN ALL D/RECADVS TO MA TCH PA WNG. 18 ALL SANITARY SEWLfR IMPROWMEN75 SHALL BE CONSTRUCTED IN ACCORDANCE NITH THESE APPROVED PLANS. ANY DEEKA AOW FROY THESE PLANS HILL REQUIRE APPROVAL FRONT THE ONlVER, ENGINEER AND APPROPR/A IF PUBLIC AGENCIES. 19 L 0 C 77aVS 6F ROA0WA YS BUILDINGS AND PARKING AREAS SHOWN HER£GW ARE APPROXIMA 7F FOR DIMENS✓6WED L 0 C 770VS OF 7HESE /MPROVFME N7S REFER TO THE ARCH /7EC771RAL S1 7E PLAN. IMPROVEMENT AND S1RUC7IRE L0CAAONS SHALL BE f7EZD SET BY THE ENGINEER AS REQUIRED. 20 ALL MANHOLES -WALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA ROWS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETNFEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE A0WS1FD TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING 21. ALL TRENCH BACKf7LL SHALL BE COMPACTED TO AT LEAST 95X Cf- THE MAXIMUM DRY DENSITY PER A57M D- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST 7HREE FEET ABOVE THE P /PE. 7HE REMAINING BACKRLL MA Y BE TO 9OX IF NOT IN AN AREA OF fZ17URE PA VEMENT OR 57RUC7VRAL RU. TRENCH BACKRLL AND C6WPACAOW SHALL BE COMPLETED PR /AR TO 7ES77NG LINES FOR LEAKAGE. 22 ALL SIDE SEVERS SHALL B£ A MIN /MUM 6" DIAMETER AND HA VF A MIN /MUM SLOWS OF 2 OX PROPERTY1 OT CORNERS AND /OR BUILDING L 0CA AANS AND FINISH GRADES . �IAL1 BE ESTABL /SHED IN THE fT£LD PR /0R TO ANY SEVER C0NSIRUCAGYV. SIDE SEWER TEE STA AGWS ARE RE FER£NCED FR6W THE NEAREST D0 N VSTR£AM MANHLE: THE COYV TRACTOR SHALL MAINTAIN ACCURA TE AS BUIL T RECORDS 6F ALL S/DE SEWER L OCA 77aVS. ALL SID£ .SEVERS SHALL BE TESTED A T THE 77ME O!F MAIN LINE TESANG. PIPE MA 7FRIAL SHALL BE C9Gb FOR DEPA/S 01�ER 15' 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEVER, AND LESS THAN 30" OF VERACAL CLEARANCE EXISTS 8ff#EfN 7HE TOP OF SEVER AND 807TOM OF WATER MAN, THE SEVER SHALL BE CONSTRUCTED OR RECONSTRUCTED WI'& DUCALE /ROW PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF l7/E WA TER MAIN CROSSING. 24. SANITARY SFNER MAIN LINES (8" DIAM£7FR AND LARGER) SHALL NOT BE CO'VSIRUCT£D ANY CLOSER THAN 10 FEET TO ANY BUILDING CAR 5 FEET TO ANY CARPORT. 25 NEW CONNEC770VS TO EXISANG FACIL /AES SHALL B£ SEALED OFF" ON77L UPSTREAM COWSTRUCAGW /S FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONS TRUCAON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE /N THE PRESENCE OF A CITY OF R£NTOV INSPEC70R 26 PRIOR TO ACCEPTANCE OF C6N5TRUC170N AND /OR ISSUANCE CX- OCCUPANCY PERMITS; f?VCWN£ER 15URWY04- C£RPRED AS -BU /L T DRAWINGS MUST B£ PREPARED GF ALL SANITARY SEKR FACILIAES. 27 INSTALL FALL RESTRAINT SY51EM IN ALL SANITARY SEVER MANHOLES OVER 20 FEET DEEP. FALL RESIRA /NT SYSTEM SHALL BE NURETRACT CLIMBING AND FALL PR07EC77DN SY57EM" AS MANUFACTURED BY "MILLER FALL PROTEC770N' 60" ALLONAI&E MAX. A5R CAST IROW P /PE 09 DUC77LE /ROW PIPE: 1.•.i.•5 MIX CGWGWEIE -7 BLOgY /NG T N j \_ 6" SIDE OUTLET ME SEVER MAIN COWCRE7F BLOCLIING ANGLE F TEE AT MAIN OVER 25" ou VA ING AN c� zx MIN scams za MAIN T )PICAL .99E SE" ELEVA ADV NOIE.• UNLESS 07HEIPNI5E 9YOMN AN PLAN, .S/LE SEIIE7P S7fAlL HAW A A/ /N/A/UA/ 4' COlff AT PRQ°fR7Y LINE Q4 J--S' LOMER IRAN 7HE LONE-ST HAUSE E[EYAAGl1; NN/QYElf1P IS LON£R. UNLESS 07HfRM1.W APPROfED BY 7HE pTY, MAKE TAP 7HRGY/Q'1 CAST NOV SAAGi(£ .SECURED 11J SEME]P MAN M/IH STAINLESS SIEQ BANDS MNEN CLNNECl/NG NEW SYDE' SfMERS R7 EX1S7iNG MAN. N7R/i7ED L7AY, PL /N ANO REINFAPC£D L'GfVG7P£1E, D. /. P/P£ AND C. /. P/PE .VME]P A/A/NS ARE 717 BE CQ4E G14/V.ED SIDE Sf WER DETA /1. ONE LENGTH OF DUC77LE 0 PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. ••--F__" NO SCALE ■ '.►`; ■ r" 10" 9" 8- J14 1 -114% 1/2,, r 2" 7„ 314" SWAR£S VACE'D - 314" AS IND /CA MD - HT. 118" 1/2" 1 •• RAISE =1/2" NlL7F BORDER 5/8" 2 7/8" 4„ R/lY 10' MIN 6" BUILDING SEVER PIPLF' I TEE' WTV 6" SIDLE OUTLET I LrEANAUT -SEE DETAIL LEFT 2 "x 4" STUD SERNCE MARKER PAINT UPPER PORAOW WV17E AND LABEZ 's£NFR" WTV 3" H10Y BLACK LETTERS #RAP A *RE ARfX/N0 THE PIPE, E)'TFND /T T27 Rmw 09ADE AND ATTAC Y IT TO THE 2 "x4" STUD. 1210 FIBER JGNT- PACyYING 45• (118) 6EN0 SIDASEWER DETA /1. 4 NILJ1: IN UN /AIPROffD AREAS PLK/R 1' -0" B" 7H/G7(1 =0" SGY/AR£ CQVQ4E7F, PIPE A/A7fR/AL AS SpE"C/f7E0 CLASS ,T0001 PAD AROUND RING AND BY H E pNR 15° COIfR. /N AS0!/ALT ROADW,IYS RESTA4E AROUND 6YEANQU7 RING CAST /RLW RING Al CDD£R AND COW AS REIX/ /R£D BY STANDARD DflA/L ORANINC BS'36. 6 /NCH OR 8 /NCH CLEAN -OUT I , &"-. _ .. - - 6" MIN. 6" MIN. NOT TO SCALE 6" MIN. + 6" MIN. 11f 7. D.I.P. 7EE CL.50 I TYPICAL TEE 2" MIN. L FLEXIBLE JOINT BACKRLL WI TH COMPACTED MA TERIAL AS DIRECTED BY ENGiINEER. D1 P. C1.50 6" MIN. W TH MIN. 4 SHACKLE RODS / MANHOLE �~ 1 1/2 BLIND FLANGE AS DAM 1 _ F 6" MIN. 1 . 112 PLUG AS DAM I 6" MIN. I ' ICI I , :. COWQQE7F CLASS XW 4_3/4,. 7 II I PLUG TO BE SEALED -��-r- IN SAME MANNER AS - - --,I MA /NSENfR ,�YN1,5 ONE LENGTH OF DUC77LE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. tZEXIBLE JOINT BACKRLL WI TH COMPACTED MA TERIAL AS DIRECTED BY ENGINEER. � CEMENT CANCRE1f' CUSS C POURED IN PLACE CEMENT CONCRf1E � CUSS C BLOCK 90' BEND POURED IN PLACE (TYTON U -651) D.I.P. 90' BEND TYPICAL MANHACE CL.50(MJ X P£) -. FOUNDA AAN - CONSIRUC110N GON RFTc cNrAcrn DUCDL£ IRON DROP CANN£CT/ON DROP CONN£CIILW SANITARYSEWER DROP DETAIL NOT TO SCALE ROLL 20.2 fR329 MORTAL FILLET C MANHACE fRAME AND COWR SFE DRANING bF29 ADWSTMENT (4 " MIN.) LINE RUBBER GASKEIFD "N73 IN ACCORDANCT MOTH AS7M C -443 STEPS - 3/4- DEFORMED BAR STEPS 9YALL BE INa UDED CONCRETE RYZR BY PIPE INC., OR APPROVED MIAL MAX. PIPE -92F - 21"Z9. L.4bMR- -S7D. ALUMINUM OR GAL VANIAD STFFL CGWOWT .SHELF PRECAST BASE SECAOW OR CAST IN STIE7F. �I NOTES.- 1. STEPS TO BE 314" 4 DEFARMEV BAR GAL YAN12ED SAFETY STEPS OR EQUAL 2 SMPS ARE 70 BE IN PLACE BEF"DRE MANHOLE ZCAGWS ARE INSTALLED. J CASTING TD BE PER DRANING SR29. 4 MANHOLE S£CAOWS Its BE OF RE7NFOPCEO PRECAST COWCRETF. 5 ALL "NN SHALL BE 6 ROU70 6 SANITARY SEVER MANHGYfS SHALL HA YE ALL INTERIOR SURFACES INCLUDING CHANNELING, COA 70 (SEALED) WTV A HIGH SOLIDS URETHANE COA LING, WASER MC -COV -SEAL OR APPROVED EQUAL; 7 COLOR OF COA ANG SHALL BE #H17E: RU88ERR GASKE45D vIOVNTS SHALL BE IN C0VF6RQAN6E 8. WITH AShV C -443. CHANNEL HEIGHT SHALL � rri X BEAMINIMUM OF 314 7HE INSIDE D/AMEIER OF 7HE LARGEST PIP£. b 9. CONN£CAOVS TO MANHOLE SHALL B£ MADE USING WK w Go v, ADAPTOR? KDR- -N -SEAL BOOTS OR APPROVED MIAL. o `� a w SA N1 TA R Y MA NHOL E T YPICA L DE TA Irn NOT TO SCALE O MN os RECOMMENDED FOR APPROVAL BY ne ir. ass 011Q4106 BY DAM- 14711 NE 29th Pime Suite 101 COItE Bellevue, Woshington 98007 425.885.7877 Fax 425.885.7963 I;ammwp- DESIGN ENGINEERING PLANNING SURVEYING SAN /TARYSEWER DETA AS SCAIMNEO W f 1 ZOIf ca as ?2(opco0s 04026C5 J1 i ,.. - "y I,l;, JJ /Y// / - ;J -... • . , _ ':.: STA` 4-/-57 0591'2RT P07ENDAL FUTURE / :j' �+ STA 4+ S7D MH A - RlA, 440.00 - B /E SE -43388 LOT LINES ~ (- �. [� NW) 421.20 B° Pl/C lE R31.:( /NJ (JE) . - - -- - fi /E {4'433.96 •1 8 3E) 421.10 8" PVC lE H-2 (OUJJ (WJ �/� f�. _ SSMH 5A CB 3A - STA 4179, 5'L r 42932 RIM 42# 01 EX - - - - -- -- -- sJA. ' 4 +89 17.67' LT R /M- -449 60 . - (EJ421.47 B ° PVC /E43i5`(OUT1 r 6 5- 42152 6 NW -42152 - 6"A(=4-47 74 R - t `O SSW 4 Zr , :. ;- „ _ _ STA 4157, 5 "LT M °z PROVIDE ASPHALT APRON AROUND CB <"`. _-: 3 STD. MH 49 0 R14f 4466Y (MATCH Ek) 44713 $ 8" PVC IF 4* 62 NE 433.38 �W� E-1 -07 �� \ PROVDE KNOCKOUTS (NE & S) _ 43306 �o Z 4 • .4 -- -- (NW) 433.17 f . w� `r 0 Zi 42344 RIM 42i-& E- 42L41. 12 1E-41959- wars.,+ -,tr - •� �o�1.,�1 - -- .11o., r- ,��.,�� rc ,.+ - �s VI STA. 2 +03,::.70.5'LT .` �. /E-4�!r7 E 43712 �.,, /yi'S r. ;° _ , () ' _ LOCATE OVER EX CULVERT END :. • . -SID MH480 1 .` 4(W)436B4,f 'STA "T +197965'FT - 426.76 RIM -4Y62.1 (MATCH EX: aZ4 , j. { �,- x R /M>t46.-Bt 44574 _. - NE) 416.96 - - -8' PVC_ /E41E.87 %N T1 ES I. i '':� .� 2211FJ ?�/ �0 '�`- '-N '' 1E -444Ot (MATCH EXJ - -- - <) (J rN DATUM _ _ r t , , az� �- =• -_ p ..,OU7F CC 9 STA 12 rLl _ ---� NAM 88 ..19.939 RT F_'' ;y D6 1 �707.9F B PYO'S0.0 22- J o +GO '� ` f - 12° 1E 431 ''� BASS OF BEARINGS TL EAST - B ARK TERRACE D ON S.E. 121 Sr Sr PLAT OF PARK.7FRRACE OP/. NG.1 " - ST 2+97 52r (138TH) - y SID MH 48 - _ -' _ 1= BENCHMARK x = _ _ Y kd5, R - RIM i33.5.t (MATCH EX.) . -` _ ,. - -Y „h> Be PVC lE 4.V.59 "59 `,� -'___ - C/TY OF RENTON BM 1907 ELEV. 471.68 4 0 , Y-' PVC lE �4iB(DROP #3�: (OUT -- CH /SELEO S4UARE. /N SE COR CONC MAIL BOX PAD ®.HOUSE NO 12014 HOQU /AM AIDE: °q' T a{ 8 °P AFF F2696 ) (N) (N{Y) 427!54' P,ROIOIDEASHPALT- SJMH CJ - ._- - --- - - - -- - - , „ ,, DROP PER R. SID. PLAN;B075 (SE 420.5 Q ND CB (TYP. APRON A OU c .STA. 07-13 52T - REFERENCES aall 2 s- STD. MH 4B A A 'xY' (N) 426.74 - _ 454.29 RIM4.3i- (MATCH EX. PARK TERRACE DINS/ON' N0.. J, ACCORD /ND TO THE PLAT THEREOF RECORDED IN N7LUME y y d i fi ._(SE) `426.49 _ _ �+� + �,' ' - _ - - (W) 445 61 B PAC lE -445.B,rr (OUT 65 OF PLATS PAGES 18 AND 19,. /N KING CIN/NTY, WASHINGTON ¢.. 'LOT17 /SCONNECTED ? 1_ SSMH 6.- I _ - goo TO EXIS17NG SEWER SYs)EM J 1., �,:, 8X6 °PUc PT W/6° CAP STA. 2 +07 52T SSW 7 LEGAL DESCRIPTION -STD. MH 48 4 STA. 1 +20, 5'LT LOTS 6, 9, 10, 11 AND 75, PARK TERRACE D /NSYON NO. 1, ACCORD /NG TO 7H£ PLAT ti o CON7INUEASPHALT 1H /CKENED �i., 1; ".. " -.. "' PROVIDE 12':WjDE NEW PAVEMENT SEC77ON W77H RIU 4z 9:6&1 (MATCH EX) 439.56_ SID MH 4B. a/ - -_ -- - - __ __.._. _..._ _ THEREOF RECORDED IN VOLUME 85 OF PLATS, PAGES /B AND 19, IN KING cauNrr, - _;' . / - ' ASHPALT THICKENED EDGEALONG WEST SYDE 8a PVC lE -43i. -5& �N) j �SE) 43186 RIM -44EOi- (MATCH EX. 446.10 WASH /NGTON EDGE TO TOP OF EX. DITCH 8 PVC 1E4,� OUT NWJ 431.69 _ - B" PVC /E 432 (OUT (NW 437.60 /E 410.0 (NE) _ '�S°`" 0 \ti 8" PVC 1E43,?B2 (lN) (EJJ 437.82 P x O V ---15 ®SEWER EASEMENT ✓; REC. NO. 9904122255: STA. 0-1-66, 52T RM M436s�(MATCHa 41970 �.•�� ,• RECOMMENDED 0 8° PVc /E 4T6.51(oaJ.(Sw) (sw) 410.35 FOR APPROVAL c°s - 8" PVC /E 410£1 /N N _ y () () (N) 410.60 ' �FSS AL DATE - ' J, ll�Illiii ° r-- 4" M /N/MUM COMPACTED DEPTH CLASS $' ASPHALT CONCRETE (MIN. 2 LIFTS) C 18" I ,w BY.• DA7E - W i O �� 9 BY. DATE - 6' MINIMUM COMPACTED DEPTH CRUSHED ROCK \ S. = W � a, c+� �flP. `0 �` \�� 3 74717 NE 29th Place Suite 101 W O \.a sE,.ra, s{,e'� 'a �,.,ta s: : Bellevue. Washington 98007 o �- 12" GRAVEL BASE CLASS MAYBE BE REQUIRED DEPENDING ON - O 9 c SOILS CONDITION. : 425.885.7877 Fax 425.885.7963 DESIGN COMPACTED SU9624DE, FREE OF RIVE- GRAINED OR ORGANIC SOILS u �S� �- ® ENGINEERING • PLANNING • SURVEYING ° � PUBLIC ROAD PA►/EMENTSECTION ASPHALT THICKENED EDGE DETAIL SAN /TA/g9°SEWER PLAN '•� N z NO SCALE : NO SCALE CA4i' x4vmv ITT 20 05.01 �-t'2ca7 VV (NE) 419.34 TOBACK.OFWALK j - -=1 1.CF`li' ,*�!'R' 20LF6° may. a / _ ., SW ) 419.29 `- 'PVC ®0 0296 - - , G STA 4152, 16'`LT ;39.2 LF 12" PVC SD ` ,. .�/ i ` ' 7 20' WIDE OR /WEWAY : VICINITY MAP y PER CITY OF RENTON STD- N� NO SCALE ,�1.> _ a' ':� >�',"-a'* # iiA�. \ �v \/ _ PLAN F005(AL)ERNATE,2):... ` `SLOPE NEW ROADWAY 2% \ i' P — — - \I L STA 4 ,150,, 15 -25' Rl " \ "' �'' " '$�� • V t CB 2 (TYPE %) _. j TO FACE OF CURB s Q RIM i29. -46'x- 42977 FRONTAGE IMPROW£MENTS - t If- 426.46 . (W) 426.82 FORLOIS3AND -- �� —� O (F) 426.77 /MPERV/OUSAREA 4689 SF. !¢ h� ._- `STA 3100 (SEA 1st STJ= - N) 427.39 — i 5TH 3f00_(J.3Bt -A VE SE) Q a /�.p > ( r STA. 3,125 - .- i Al2 2575"RAD `CB3 TYPE F _ STA. 5 ,166 22.19'RT.. 1 ,- RIM 4-U..68f &, �; `•. s 1 -... _.. -.- _ - _.RIM 423.44. 433.5 a ,✓ 0 +24 ,� \ Z \. _ y 7..,�'� s, \ t IF (E) 421.41 /E 43B 66 - - -- ' E l NE 419.34 ��. ( ) (N 430.52/ - IE(SW)419.74 DATU /I/ NAW BB -0 *00 BASIS OF BEARINGS y - , EAST - IW£ST MONUMENTS ON SE 121 ST ST. ENE_! _IH �'L_4-�F _ PLAT OF PARK TERRACE D /V. NO. 1 �SE,121st.5TJ ' - - y - � , � -. - BENCHMARK x i 1x - - -- r 2 YA CITY OF RENTON BY 1907 REV 47268 CHISELED SQUARE. IN SE. COR, CONC MAIL BOX PAD 0 HOUSE NO. 12014 HOQU/AM AYE. o � b 4 n... ice— e5P F31. .,� - _ _ -., . REFERENCES PARK TERRACE D/NSTON NO. I, ACCORD /NC TO IH£ PLAT THEREOF RECORDED IV W[UME d �{ `.+-i _ 65 OF PLATS PAGES 18. AND 19, IN KING COUNTY, WASHINGTON. 1 -- LEGAL DESCRIPTION LOTS 6, 9, 10, 11 AND 15 PARK TERRACE 010.570N NO. 1, ACCORDING TO THE PLAT ' - _ - " -- -- - -- --- 7HEREOF RECORDED IN VOLUME 65 OF PL, TS PACES 18 AND 19, IN KING COUNTY, OWASHINGTON — 15'..SEWER- :EASEMENT Y ,REC. NO. 9904122255 RECOMMENDED FOR APPROVAL was, R/W 60' R/W ��FSSONALE` I� BY.' DAIS'— -'Y- n' ` \ !A`I` BY — DATE• — ^o >6' S' 9' 61c10. l i/4�09 4° MINIMUM COMPACTED DEPTH CLASS B °ASPHALT CONCRETE_ (M /N. 2 LIFTS) BY DATE,• — C � 6° MINIMUM COMPACTED DEPTH CRUSHED ROCK 14711 NE 29th Place Suite 107 Bellevue, Washington 98007 o —_F-- 12° GRAVEL BASE CLASS B" MAY BE REQUIRED DEPENDING. ON - 4" THICK CEMENT 425.885.7877 Fax .425.885.7963 SOILS COND177ON. - PRO I//DE NEAT SAWCUT CONCRETE SIDEWALK DESIGN �r 12" FROM EX. E -O.P. �— COMPACTED SUBGRADE, FREE OF FINE- GRAINED OR ORGANIC SOILS CEMENT CONCRETE ENGINEERING • PLANNING • SURVEYING VERTICAL CURB & GUTTER PUBLIC ROAD PAVEMENTSECT /ON HALFSTREET ROAD SECTION ERDNTAGE /MPROI�EME/V!� O O z NO SCALE NO SCALE .CORE 108104016 2 2 ?8Dl A3: 5 -3Z4 Q-j cal ;I � o �v -- STA. 4 +88 17.67" FT FOR L075 1 AND 2— RIM-449.60 /MPERl70US AREA 98I SF OWNER /APPL ICANT , KIVEYARDS CON57RUCTON, LC 6N -44774 -- -- -- t --� P.O. BOX 2401 ETA 4 ,196 6 END IORKLAND, WASHINGTON 98083 i (425) 89J-8478 . ,k ROADWAY WIDENING, CONTACT CUFF WTLLIAMS L— FRONTAGE /MPROW£MEN1S CURB AND PLANNER /ENG /NEER /SURVEYOR - - -- --- : 1 14711 N.E. 291W PLACE, S011E ;al B E lE VVE WASHINGTON 9800 7 i ,SIDEWALK FOR LOT 5 , ' PROEMEN73 IMPERWOUSAREA -1416 S (4.5) 8B5- -7877 �'_ 129. TACT. STEPHEN SCHRELP.LS - PLANNER ` 3 CON STA 5460 BEGIN WIDEN /NG ' -: I FOR LOT 13� -. _ •./MPERI40US AREA ' �Y ? \ s, -ASH1 HSIDE iI- ROB 57EENS, P.E. - ENGINEER CURB AND SIDEWALK. ,,y ! 1 „ 0, CONSTRUCT NEW CURB. AND ! ; TO • _ = :- '`• • EMERGENCY �Ii ;U It , ' \ •� `� 4 y AEWA770N'. TO EX. GRADE. - rlY �" ` 0 20 40 80 0 ,3A : fRONTAGE IMPROVEMENTS SIDEWALK MATCH EX. ROAD PROFILE. VV (NE) 419.34 TOBACK.OFWALK j - -=1 1.CF`li' ,*�!'R' 20LF6° may. a / _ ., SW ) 419.29 `- 'PVC ®0 0296 - - , G STA 4152, 16'`LT ;39.2 LF 12" PVC SD ` ,. .�/ i ` ' 7 20' WIDE OR /WEWAY : VICINITY MAP y PER CITY OF RENTON STD- N� NO SCALE ,�1.> _ a' ':� >�',"-a'* # iiA�. \ �v \/ _ PLAN F005(AL)ERNATE,2):... ` `SLOPE NEW ROADWAY 2% \ i' P — — - \I L STA 4 ,150,, 15 -25' Rl " \ "' �'' " '$�� • V t CB 2 (TYPE %) _. j TO FACE OF CURB s Q RIM i29. -46'x- 42977 FRONTAGE IMPROW£MENTS - t If- 426.46 . (W) 426.82 FORLOIS3AND -- �� —� O (F) 426.77 /MPERV/OUSAREA 4689 SF. !¢ h� ._- `STA 3100 (SEA 1st STJ= - N) 427.39 — i 5TH 3f00_(J.3Bt -A VE SE) Q a /�.p > ( r STA. 3,125 - .- i Al2 2575"RAD `CB3 TYPE F _ STA. 5 ,166 22.19'RT.. 1 ,- RIM 4-U..68f &, �; `•. s 1 -... _.. -.- _ - _.RIM 423.44. 433.5 a ,✓ 0 +24 ,� \ Z \. _ y 7..,�'� s, \ t IF (E) 421.41 /E 43B 66 - - -- ' E l NE 419.34 ��. ( ) (N 430.52/ - IE(SW)419.74 DATU /I/ NAW BB -0 *00 BASIS OF BEARINGS y - , EAST - IW£ST MONUMENTS ON SE 121 ST ST. ENE_! _IH �'L_4-�F _ PLAT OF PARK TERRACE D /V. NO. 1 �SE,121st.5TJ ' - - y - � , � -. - BENCHMARK x i 1x - - -- r 2 YA CITY OF RENTON BY 1907 REV 47268 CHISELED SQUARE. IN SE. COR, CONC MAIL BOX PAD 0 HOUSE NO. 12014 HOQU/AM AYE. o � b 4 n... ice— e5P F31. .,� - _ _ -., . REFERENCES PARK TERRACE D/NSTON NO. I, ACCORD /NC TO IH£ PLAT THEREOF RECORDED IV W[UME d �{ `.+-i _ 65 OF PLATS PAGES 18. AND 19, IN KING COUNTY, WASHINGTON. 1 -- LEGAL DESCRIPTION LOTS 6, 9, 10, 11 AND 15 PARK TERRACE 010.570N NO. 1, ACCORDING TO THE PLAT ' - _ - " -- -- - -- --- 7HEREOF RECORDED IN VOLUME 65 OF PL, TS PACES 18 AND 19, IN KING COUNTY, OWASHINGTON — 15'..SEWER- :EASEMENT Y ,REC. NO. 9904122255 RECOMMENDED FOR APPROVAL was, R/W 60' R/W ��FSSONALE` I� BY.' DAIS'— -'Y- n' ` \ !A`I` BY — DATE• — ^o >6' S' 9' 61c10. l i/4�09 4° MINIMUM COMPACTED DEPTH CLASS B °ASPHALT CONCRETE_ (M /N. 2 LIFTS) BY DATE,• — C � 6° MINIMUM COMPACTED DEPTH CRUSHED ROCK 14711 NE 29th Place Suite 107 Bellevue, Washington 98007 o —_F-- 12° GRAVEL BASE CLASS B" MAY BE REQUIRED DEPENDING. ON - 4" THICK CEMENT 425.885.7877 Fax .425.885.7963 SOILS COND177ON. - PRO I//DE NEAT SAWCUT CONCRETE SIDEWALK DESIGN �r 12" FROM EX. E -O.P. �— COMPACTED SUBGRADE, FREE OF FINE- GRAINED OR ORGANIC SOILS CEMENT CONCRETE ENGINEERING • PLANNING • SURVEYING VERTICAL CURB & GUTTER PUBLIC ROAD PAVEMENTSECT /ON HALFSTREET ROAD SECTION ERDNTAGE /MPROI�EME/V!� O O z NO SCALE NO SCALE .CORE 108104016 2 2 ?8Dl A3: 5 -3Z4 Q-j cal ;I � �v -- STA. 4 +88 17.67" FT FOR L075 1 AND 2— RIM-449.60 /MPERl70US AREA 98I SF , 6N -44774 ETA 4 ,196 6 END ,k ROADWAY WIDENING, FRONTAGE /MPROW£MEN1S CURB AND i ,SIDEWALK FOR LOT 5 , ' PROEMEN73 IMPERWOUSAREA -1416 S ._ .; STA 5460 BEGIN WIDEN /NG ' -: I FOR LOT 13� -. _ •./MPERI40US AREA ' �Y ? \ s, -ASH1 HSIDE CURB AND SIDEWALK. IAK _. .. 20' WIDE ,.. °� ANS/pON SIDPNA[K 7017RAG � � - - : CONSTRUCT NEW CURB. AND ! ; TO • _ = :- '`• • EMERGENCY �Ii ;U It , ' \ •� `� 4 y AEWA770N'. TO EX. GRADE. - rlY �" ` �i '': SIDEWALK MATCH EX. ROAD PROFILE. t ACCESS ROAD =� S -- N ' REZOCATEEXIS17NG STREET 4 ` ..•_ , . _ t ". — -• /i' / :t.\ .. 166.SLF 12 - - PROVIDE ROADWAY - �, L ` F-1 SIGN BEHIND SIDEWALK � -, : 20 LF 6' PVC ®0.1015 �'i- � ,..;s... -i _ TAPER AS SHOW9V. — w 51-56, RT J11 150,LF 6" .. � y ROAD MIN. 12" C ' `- V. 'E- w STA 1525' CB 1 T7PE l ( )x@850.0502 � YER77CAL CURB AND' GU77E ti - SAWCUT_EX. mg, 11' PWC 1 ; 0=43 � �. . , ,: �'`�� -::- PER: C /TY OF RENTON STLI. �' TO FORM NEAT EDGE- MATCH- 42344 R/M 424. -08- •�,� -- — `— �_•,; , EX. PA "ENT LAN F001. (TYR) i1 ' P4 (E) 421.41IE *2095 W _ ... _ RQOCATEMAICBOX ` - .., i +t5•,- ,.. > �'', `: � .--- � =- -__ NEWROAD. (TYP-) VV (NE) 419.34 TOBACK.OFWALK j - -=1 1.CF`li' ,*�!'R' 20LF6° may. a / _ ., SW ) 419.29 `- 'PVC ®0 0296 - - , G STA 4152, 16'`LT ;39.2 LF 12" PVC SD ` ,. .�/ i ` ' 7 20' WIDE OR /WEWAY : VICINITY MAP y PER CITY OF RENTON STD- N� NO SCALE ,�1.> _ a' ':� >�',"-a'* # iiA�. \ �v \/ _ PLAN F005(AL)ERNATE,2):... ` `SLOPE NEW ROADWAY 2% \ i' P — — - \I L STA 4 ,150,, 15 -25' Rl " \ "' �'' " '$�� • V t CB 2 (TYPE %) _. j TO FACE OF CURB s Q RIM i29. -46'x- 42977 FRONTAGE IMPROW£MENTS - t If- 426.46 . (W) 426.82 FORLOIS3AND -- �� —� O (F) 426.77 /MPERV/OUSAREA 4689 SF. !¢ h� ._- `STA 3100 (SEA 1st STJ= - N) 427.39 — i 5TH 3f00_(J.3Bt -A VE SE) Q a /�.p > ( r STA. 3,125 - .- i Al2 2575"RAD `CB3 TYPE F _ STA. 5 ,166 22.19'RT.. 1 ,- RIM 4-U..68f &, �; `•. s 1 -... _.. -.- _ - _.RIM 423.44. 433.5 a ,✓ 0 +24 ,� \ Z \. _ y 7..,�'� s, \ t IF (E) 421.41 /E 43B 66 - - -- ' E l NE 419.34 ��. ( ) (N 430.52/ - IE(SW)419.74 DATU /I/ NAW BB -0 *00 BASIS OF BEARINGS y - , EAST - IW£ST MONUMENTS ON SE 121 ST ST. ENE_! _IH �'L_4-�F _ PLAT OF PARK TERRACE D /V. NO. 1 �SE,121st.5TJ ' - - y - � , � -. - BENCHMARK x i 1x - - -- r 2 YA CITY OF RENTON BY 1907 REV 47268 CHISELED SQUARE. IN SE. COR, CONC MAIL BOX PAD 0 HOUSE NO. 12014 HOQU/AM AYE. o � b 4 n... ice— e5P F31. .,� - _ _ -., . REFERENCES PARK TERRACE D/NSTON NO. I, ACCORD /NC TO IH£ PLAT THEREOF RECORDED IV W[UME d �{ `.+-i _ 65 OF PLATS PAGES 18. AND 19, IN KING COUNTY, WASHINGTON. 1 -- LEGAL DESCRIPTION LOTS 6, 9, 10, 11 AND 15 PARK TERRACE 010.570N NO. 1, ACCORDING TO THE PLAT ' - _ - " -- -- - -- --- 7HEREOF RECORDED IN VOLUME 65 OF PL, TS PACES 18 AND 19, IN KING COUNTY, OWASHINGTON — 15'..SEWER- :EASEMENT Y ,REC. NO. 9904122255 RECOMMENDED FOR APPROVAL was, R/W 60' R/W ��FSSONALE` I� BY.' DAIS'— -'Y- n' ` \ !A`I` BY — DATE• — ^o >6' S' 9' 61c10. l i/4�09 4° MINIMUM COMPACTED DEPTH CLASS B °ASPHALT CONCRETE_ (M /N. 2 LIFTS) BY DATE,• — C � 6° MINIMUM COMPACTED DEPTH CRUSHED ROCK 14711 NE 29th Place Suite 107 Bellevue, Washington 98007 o —_F-- 12° GRAVEL BASE CLASS B" MAY BE REQUIRED DEPENDING. ON - 4" THICK CEMENT 425.885.7877 Fax .425.885.7963 SOILS COND177ON. - PRO I//DE NEAT SAWCUT CONCRETE SIDEWALK DESIGN �r 12" FROM EX. E -O.P. �— COMPACTED SUBGRADE, FREE OF FINE- GRAINED OR ORGANIC SOILS CEMENT CONCRETE ENGINEERING • PLANNING • SURVEYING VERTICAL CURB & GUTTER PUBLIC ROAD PAVEMENTSECT /ON HALFSTREET ROAD SECTION ERDNTAGE /MPROI�EME/V!� O O z NO SCALE NO SCALE .CORE 108104016 2 2 ?8Dl A3: 5 -3Z4 Q-j cal ;I �