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HomeMy WebLinkAboutzS-3480SetCOLUMBIA CHECKED FOR COMPLIANCE ~ BANK RENTON TO CITY STANDARDS F- THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN 1- Da ' CITY OF RENTON, KING COUNTY, WASHINGTON Date STA. 2 +68.43, 18.27 RT 8" WET _TAP SEE STD. PLAN B115 ON _ Date SHEET C4.6 FOR CONNEC110WIMIL t 1 -8" TAPPING TEE PROVIDE 3/4" DOMESTIC - 0 Ld I31 1 -8" TAPPING VALVE (FLxMJ) WATER METER PER STD. DWG 1 -CONC. THRUST BLOCK N10 B106 ON SHEET C4.5 __., ­ .._ 08" STA. 2 +68.47, 42.00' RT 1 -8" GATE VALVE (MJxFI) 1.15011 ° -- 4- -&"x4" RUN ICE R (FLxM4)7=- N91 5,5�` O1 _._. ._. - w 1 +00 _ 2 +00 0 3 +00 ° 5 +00 0 Q z �- - -4 +�� N89'10'29 "W° ---- 1Z3926� -_ 6 +00 O o DDCVA IN VAULT WITH PIV & FDC SIZE TO z STA. 1 +00.00 IS LOCATED AT; � � - --E-- -�-•- ..�.._ - - � -�- - �- THE INTERSECTION OF THE o BE DETERMINED BY FIRE._SYSTEW� DESIGNER, z _ TERLINE- BF--SW 7TH - ,"° ' °O SEE STD. PLAN B09$:1 ON SHEET C4.5 SW 7TH STREET � ° °25 ,. � _ ___ - � SSMH 1 -48 "0 -�- o W M S EET AND THE PROJECTS o `� " �- w w ---- -0 1� EXISTING 12 WATER _._ W CL 1g'5� WESTERN BOUNDARY LINE �. w w _ W STMH f5s0 Rtfr�23.26' IE = E � 1°n t` �D`L1 - �.�_ _.._ ._ __ � _ 0� 24" CPP NW IE= 1:6.2T _��� �°� T a 1Dc� ALK IE = 16.87 (6"W) EXISTING FIRE HYDRANT 24" CPP (S) IE= 16.74' " '� PROVIDE 5" STORZ-F'ITTING EXISTING FIRE 1 OVERBUILON EXISTING 8 SEWER, 12" CPP (SW) IE= 17.56' �0 z Q w w - __ HYDRANT ��6 L. CO�TTOR SHALL POTHOLE EXST. W. �� a < . L RZ o Q P PR BEGINNING ONSTRUC m ' 0 SE 0 CONFIRM LOCATION D'DEP RT P [OR BEG SE 110 L 3216' - LEASE' ,PARCEL E. )p p 4,1 ' �`� . S89'10'29 "E PROVIDE 405.00' -° CB 1581 RIM= 24.22' WATER METER PER STD. DWG 5 . Mu wu 25 ___... - 25 12" CPP (W) IE= 20.02' '~°M ( p m ENO TRUCKS EET C4.5 2 E) IE= 20.23' ��` N TRUCKS S a� u G / ,o° Too Ir_,c -70' n 1 .. _._ _�.._ ..._... _ .v�...: _:. __,.. 19" rPP new IF- 9n']d. _° �. S 3 �...."" ` r� n n ° (� IV VI1 IL -IV. /V t _ A rr ' r ° ° - - °� ` . tt f, `: t' t J..,( ; -. .. - ... \/ PROVIDEXDCVA PER STD: DWG o o . r \_B101 ON SHEET C4.6 STA. 3 +83.79, 58.37' RT C•- �� 0 ISSCO #2 3 RPBV P STD. 24LF -6 PVC / RIM= 24.78. � � G. B11 N SHEE IE =18.81 SDR35 0 2.00% D N 0 r s n - S SSMH 1244 RIM = 25.41' 73LF -6 "_PVC S 35 0 2.00% 4 SPRINKLER SUPPLY 3 D TIC D 1-P t I " �''. 3 o $ $ 21.00 J IE -19.26 (6 "W) i CB 1680 RIM =,24.48' / 2 O IE -19.21 (8 "W) i ( { 12" PP IE= 14.4 ' (NW)' D SIZE TO BE CONFIRMED $ SU PLY, COORDINATE POI s N89'f029 W OF CONNECTION WITH �^h STA. 4+00.3 40 ACCESS EASEMENT PER REC. NOS. IE -19.16 8 N 1'2"/' :PP IE= 14.52" (S) („ ) '.x1 i I ; ; ' i " ' p DESIGNER p p PL M�BING CONTRACTOR SSMH 1 6 RIM- :99' 5� S �,� 75.02 RT 17712300984 & 9402152078 _ C " 1 i 4;0 �� 8" PV (E W S SSCO 1 00 ` CC L # I OWS & WEST DEMOLISH EXST. IM =25.53 �`° SEWER WEST OF =18.33 9k,5 0 12.4 T �1 NEW SSHM #1 s.'' SSCO #3 CB 1321 RIM = 23.72' RIM 24.98-- _ ._ _Iz;_ 4" PVC (W) 22.80' I It 77 r f •; 3 1 203 �`.. Columbia J 'ilt : i 1 --: L, Ri ' Y f Il " = W w w J COORDINATE SEWER SERVICE POINT OF - ` CB 1 79 RIM 23.55' ' CB 1 16 RIM= 23.74' CONNECTION WITH PLUMBING CONTRACTOR h , 12" P C IE =21.16' (S) `ti 12" C P (S) IE= 21.29' < i j I 6" PV (E) IE= 22.02' } ; COORDINATE FIRE SUPPLY POINT OF y " �' GP MCHALE'S CONNECTION WITH SPRINKLER CONTRACTOR FF= 26.21' I E d GP FA( / a i 1 I i ! ' ( p p _� S ; STAIRS j , S89'i0 29 E ' 384 00 " MAPLE 8" 1 oil GRAVEL I STAIRS L I I 3; CB 1011 RIM '212" CPP (N) IE--21.30' 'x 3.21' 6" PVC (E) IE�21.28' L / 0' `AC E ENT PER REC. GRAVEL $ 11// / N `NOS . 7712 } }009 215207 CB 1653 RIM = 24.08' \CB 1672 RIM = 24.20' STT2UCTU / 12" CPP (SW) IE= 17.61' 12" CPP (N) IE= 18.78' tiyly N 0 T' 12" CPP (E) IE= 17.79' 12" CPP (W) IE= 18.13' AH B L E -_ PLANNERS r ' P 1� ° i ROW 1 P CB 1751 RIM= 25.04' I / 0 24" CPP (S) IE= 17.32' I 10' ELECTRICAL EASEMENT 18" CPP (SW) 1E= 17.14' m- --- I REC. N0. 8010160469 x 1i8 ,r CPP IE= 16.85" 8" PVC (S) IE= 20.86' n n n , GRAPHIC SCALE (TYPICAL) 12" PVC (NE) IE= 17.18' F % 1856 RIM= 49' °c� EXISTING FIRE 20 0 10 20 40 80 12" (S) IE= 16.44' HYDRANT % ASPHALT 18" CPP ) IE= 16.71' 12" PVC (N- ) IE =16.91 CB# 1781 RIM= 25.64' 0 ��lc? -- / 1 " CPP (NE) IE= 16.60' 12" CPP (NW) 1E= 15.69' IN FEET I 12" CPP (S) IE= 15.81' 0 1 inch = 20 & 40 \ ASPHALT I I MAPLE ° 1 C. nnlu n ? E nno 6 S. G O� •P 23467v is NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PR%ESSIONAI.'SEAL AND SMIURE. PUBUCATIOI OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OwNERSHP RIGHTS IN IT. THS DOCUMENT IS FOR USE OILY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT 70 BE USED FOR WAR RE►MM OR AOOHIO! TO THAT PROJECT OR FOR ANY OTFIER PROJECT. NO. CITY OF RENTON VERTICAL BENCHMARK NO. 1895 2" BRASS DISC WITH PUNCH ON CONCRETE MONUMENT IN CASE AT INTERSECTION OF SW 16TH STREET AND LIND AVENUE SW. PUBLISHED ELEVATION 25.70' Ysz SU�J•WB �9 VERTICAL: NAVO 1 IN � " =20a rwPoZOHrN NAD /aes feel �; }� CITY OF C" RENTON �►wn: GCH I. _ _ ONE INCH DATUM OHECKW. i AT FULLS Planning /Building /Public Works Dept. IF NOT ONE UM REVISION BY DATE APPIR N" SCN.E 401N LY SMC n U a m Si M N 0 U O a d 0 U) 0 0 0 0 a v 0 0 0 N W N CALL 48 HOURS 0 BEFORE YOU DIG J 3 1- 800 - 424 -5555 0 N Q DA7L* COLUMBIA BANK - RENTON 9/22/08 FNh1.OB00K: � n PAGE: -0RAMINIG N0: N UTILITY PLAN C4° SHEET: O 9 1 ill- N'NIY 11 F— F— z r CL a— CL LLI z Z 0 W z o W a I z coW m _J 0 U RECEFRED LIFT FOXET W — 11 F!_C, SOCKET HD SCREW 1 A7 LONG tB RONZE OR &W X7 x 2' RAISED PAW 45' (1 rte) �Ip 101 XIO CLASS PIPE MATEFO ICI.. AS SPECIFIED UY THE'ENGINIEER PLUG TO BE SEALED IN SAME MANNER AS; MAIN SEWER JCINTS. kD1>•S: 1. Ir OXANO UT9 9HAIL BE EASE JCMi ANI RM %M% INC. N% MIN CIR EXI L CLEAN OUT S MI L BE A tiTER 11W ASSEMBLY, E CIB B INCH CLEA 6DS7T 2a IN INHWPR> VED AREA& POUR A 1—CF THICK. I" -ir SW ARE CMCIETF, J JIM .300q, PAD AR[aJNO THE RING -r<AhO CIVER. 4, A ASPHALT IRM4NP Y& REETIORE AROUND CLERNOUT FINE AND � ,� 0134 R AS RMJRM BY STANDARD OETAL O13+rMIC ER3& CLTLr ar 119161 >f1 Irl� L" DAM 8315788 QkTE I I`E4ISION I E;y AFPR OW9. NAMEt 13076 -1 SP PAGE- 13127E Civil Engineers ®' Structural Engineers rd Landscape Architects FO Community Planners tt Land Surveyors " Neighbors ..... rb -. " TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL W 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL 'w- NOTICE ALTERATDN OF W DOCUMENT SHALL INVAUDAIE THE PROFESSIMIAL SEAL AND SI NAME. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONEMP RIGHTS IN IT. 7HS DOCUMENT IS FOR USE ONLY FOR THE PRMW MIRED IN 1HE VILE 81M AND IS NOT m BE USED FOR REPAIR REMODEL OR ADD= TD 1NAT FROM OR FOR MY 010 PMEM NO. 0 0 PO cm •ht • d y h■ • Y 1 O h, t. s h, • Ya (iF t •h+ t ht m .m t ®' E �i t-, FO P® m tt 'r® Bi Oman F® � • � ®, 0® P® ©===M= ��mmmmm - • mom ®�mm - ® mllll�m��� ®111�1111' ' P �mlllll! +I rJm��� - • - m��momm ®m�000mmm t -jj Fw- PA wm T P® m © 'r® Oman PO t 0® P® ©===M= ��mmmmm - • mom ®�mm - ® mllll�m��� ®111�1111' ' P �mlllll! +I rJm��� - • - m��momm ®m�000mmm t -jj Fw- PA wm T P® m © 'r® Oman PO t 0® P® t -jj Fw- PA wm T © Oman 0® ©===M= mom ®�mm ® mllll�m��� ®111�1111' 1'J SL[I'J Y PRESSURIZE THE PIPE TO 4-.D ALLJOW 2 MINUTES FCR STABILIZATION, A013IN'G AIR AS REQUIRED. TIME THE DROP FROM 15 P.S.I.Gh TO 2.5 P.&I.G, READ THE MAKIMUM ALLOWABLE 11ME IN SEE IDS FROM THE TABLE& SUR JWB GCH DIUM GCH CHECKFDSMC REVISION BY DATE APPR MC R A CKFILL MATEMAL (SEE NOTE 5) CONCRETE GLASS D SEE NOTE 8) FOUNDATION LEVEL —\ BA FILL MATERIAL (SEE NOTE -5) BEDOINU MATERIAL FOR RIGIO PIPE (SEE NOTE B) �4:111f lkyl1119F:o BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOU NDA11ON LEVEL . h W (SEE NOTE 4) - -j,,— LIMITS OF PIPE ZONE (ASS A DESIGN) W (SEE NOTE 4) —*�— LIMITS OF PIPE MINE (CLASS e ®S BEDENNG FUR R1131D -_ OF PIPE ZONE 0 M ®2 �•�M II � ' �V J. COMP A" BEIMN8 WATMIAL M M% WAL 13MNW MCE117 01RE01 V OWR PIPE HMO TAMP ONLY. 4,. SEE "EKCAVATION AND PREPARATION OF TRENCW IN THE VA ITARY WARS S EMIGN OF TFE 9TAMO,M 9Fy WRCr 11ffl9 FOR 7 RU4CH WUTH "W' MO TIRBMPJD OP MIRL THE PPE 'ZONE MRL BE THE AMAL IMM 11107H, Ear FUR 'MOM CIL BEOONO. THE i1NrUY COtAINE IE MOTH SHALL BE 1 1,1 UX 4 1IF, 45. TREML9i BACKFlLL SKILL. COWOM TM 'BAG IWiki SEER TiRENICH09' IN THE R MITARY SEWERS SEMXH OF THE STMOARD EEL7RDAI10NIA MWEPT THAT F=K3 ON LUMPS LA RBEFt ?Hull 1' PER FON OF PPE DIA EIM WLL NOT BE 1110 IN THE BACIOU KA71 RJAL, 4. SEE °BOOIND ii1 ERIAL FOR RIBS FiFE7 IN THE AGGREGAIIE9 9E€71CN OF THE STAMARD EFEWICATIOMS FOR THE iIAWDAL IFEWICATIONSL 7 SEE '8001110 MA EMAL FOR FLE19BLE PIPE' N THE AGGRINATE`x =il41t 'EF 'S!TANDAO SPEIGIFIC,TI011 FOR THE MATERIAL SPE RONT10111% 8. PIPE 'MLL9T BE ANCHORED IN 9JCH A MANNER AS TO EN9URE FLOK LINE 13 MANTANM ■sal,"Mr-77-2-17—.09 1 Fw- PA wm T © Oman 0® ©===M= ■sal,"Mr-77-2-17—.09 1 Fw- PA wm T © scAL VERTICAL: w►vD ` AU INAD TM�°°T CITY OF PER DETAIL �� ,,,_ RENTON I-- OK IMH ---•� DATUM AI T M SE I Planning /Building /Public Works Dept. IF NOT ONE INCH SOME ACWMNMY Ia COLUMBIA BANK - RENTON ATE9 /22/08 1 5 m J N M N Q U M [PAGE I 0 DROW NO. SEWER C4.2 NOTES & DETAILS S'�` 10 X16 1AHNINININIAIA F_ Cb U) CL 0- CL LLJ z Q O Z U zw o W Y i z Q m <C m D J O U MORTAR FILLET MANHOLE FRAME AND COVER $EE DR AW N G BR29 (SP PACE D OT4) ADJUSTMENT (4R M I N L) CONE R18BER ! T ACCORDANCE STEPS DEFORMED BAR STEPS SHALL INCLUDED CONCRETE *R APPROVED * 1 MAX. PIPE SIZE - 'E' LADDER -STI). ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PIREDAST BASE SEC11 DN OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE maim 1. 51E1 ; 4, WAII S. ALL API 7: RUE B. ! S t��'{) i Lull API 10. ma ml , TO 13E IN PLACE BEFORE MMH19 muliGNS 7! t• -+ 7h XWER MAN i }: !SHALL 14AVE ALL . ! ' P i. IkCLUDING CHANNELING, IRWRE! r 73 OWN OF CDAIND SHALL '• 7 k JOINT9 94ALL BE A WMFGRMMCE VATH A37M d• HacHr SHALL HE A IANIMLPA OF a/4 *THE INSIDE CLAMEM 13F THE LARCIEST PIPE. ffAMARY MANME03 am h idmkixE Y U91mc CPK J#AMf-I h- h'- BOOM OR M a• w maim 1. 51E1 ; 4, WAII S. ALL API 7: RUE B. ! S t��'{) i Lull API 10. ma ml , TO 13E IN PLACE BEFORE MMH19 muliGNS 7! t• -+ 7h XWER MAN i }: !SHALL 14AVE ALL . ! ' P i. IkCLUDING CHANNELING, r 73 OWN OF CDAIND SHALL '• 7 k JOINT9 94ALL BE A WMFGRMMCE VATH A37M d• HacHr SHALL HE A IANIMLPA OF a/4 *THE INSIDE CLAMEM 13F THE LARCIEST PIPE. ffAMARY MANME03 am h idmkixE Y U91mc CPK J#AMf-I h- h'- BOOM OR M a• w ECLIAL TO AND 94EATER THAN 20 FEET DEEP DLAMEM ADOPTED .. i �$ ` 1I, ..f , 1 . '. . S. 0 "0•p 23A67 v is �fisIONAL�1 NOTICE ALTERAI N OF THIS DOCIIIETIT SHALL INVALIDATE THE PROFESSIONAL. SEAL AND SIGNAME PIIDLMd1110N OF THIS DDCUIENT DOES NOT DEROGATE FROM RESEW OVER51P RIGHTS IN IT. THIS DOOUIENT IS FOR USE OILY FOR THE PRO= KNIFED IN THE TITLE MU AND Is NOT TO RE USED FOR REPAIR, REIm OR ADD M TO THAT PRO ECT OR FOR ANY OTTER PR=. NO. T HMO 1. ALL COVERS SHALL BE L IY6 L1D PER EAST JQR[I iN I N 9MIFlM lNr— No, (LOCKING] OR EaUAL. E FRAWE MD COU SHALL. BE A VA7ER IICHT AS'MWELY. 31 USE FRME AND COVER: FCR S7CRW OSPECIFY 70RAIN" ON 1 VERJ, SANITARY CS FY - SEV&R" ), OR WATER (SPECIFY "WATER"). SPECIFY LETTERIN Al Al I r { IIIIIIIIIIIIIIIITE I _P h .Ilr h * r i... ADOPTED c. dy tE: !1; •. _ STANAM PLM 13r MM 0qQ4 DWG. �! +!� NAME: 6 k d PACE: i k SURVEY M. sm „M PER DETAIL GCH DPAW- GCH ONE INCH CHECUEOSMC f T FULL sc�LE� REVISION BY DATE APPR IF NOT OO W SCALE ACC�Nf#.Y SSMC r FUTURE gf" SL1L.DIqG SEWER PPE I EIUL[71HO DER W i rx #" Uk 5ERMCE MARKER PAINT TEE wTH a" six aunEr UPPER PORTION 14HITE ANS 51ENCIL ON SIDE WORDING 15E'WNERr WITH J" HIGH III ACE 1Er ERS. AND f S 4NRE Wit -APPED AROUND THE S MO AND EMNCED TO THE IL TOP CF THE STUD. 6C !MOE S£VXR AN13 BULOING M MER l; A 5 MIX CONCRETE BLOCKING UkLESS aTHERVASE APPRGVM BY 7HE OTT. MAKE rAP TH DOUCH CAST RON SADDLE SECURED TO SEMO MAtd MAT14 STPJNL ESS STEEL. MNDS WHEN CONNECTING WENT SIDE SEWIMS m EWNRNG WAIN. PLAIN AND REINFORM COIr1CRIFtE, 01 PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. MTRFIED Ci.AV PIPE SHALL BE CUr AND HAVE A MEN TEE 5ECrnONm IN. GWY' ALLOWABLE MAYL FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" 510E ClUn ET TEE iER MAIN +. 1 11: tl> >i % 1 +. L NOIE LINL.E SS 101HERWRYISSE SHOWittil ON PLAN, SIDE SEWA02 SHALL 14AVE A MINIMUM P-5' IOC AT PROPERTY LINE DR --6 LOVER THAN THE LO WIE5T HOUSE ELEVATION. WHICHEVER 15 LDWYER- SrANn&= 'ill SCnR I! _ i L WEB XA3N OP '. myr I' : I I ' l l t� 1 •dd- i OATE I REVISIO Q CfWG. NAME: B075 SP PAGE- 8073 t r ' "�" °'°x''09' CITY OF RENTON DATUM Planning /Building /Public Works Dept. /. o 0. SEWER NOTES & DETAILS 9/22/08 FTE>DaGGIC: PAGE: mwm C4.3 rsHEE OF. 1 11 16 a U v M N 0 U O O t` O F- N U 0 Y O O C N Q d; 0 0 N N 0 m M U ti 0 U U� 0 N 5c a U 1_E.I rr z a Y CD _d m 2 J O WAIERMEIER z z 0 PER STD. DWG �55a 1 -CONC. THRUST BLOCK 16SS 8106 ON SHEET C4.5 ,�gg3 Q, Sg9 STA! 2 +68.47, 42.00' RT -- p 1-8" GATE VALVE MJxFL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date -- . - -0 - 1m&1x4" REDUCER (FtxMJj__ -- -- ,S� C411�- - �o -. 1 +00 2 +0o O O5 -- -- - - -- - _-- --- 3 +00 _ -Z.i ---F -= -- -- - -- - --- STA. 7 +00.00 IS LOCATED AT o DDCVA IN VAULT WITH PIV & FDC, SIZE TO ---- -- ` _ � -1� 4 j00 N89'10'29 "W- 1339.26' I - '6 +00 a _ INED BY FIRE SYSTEM DESIGNER,. _ _ _ _ _ -'--- -;-T -_ - , - + 3 CENTERUNE-OF -SW OF Q SEE STD. LAN B098.1 ON SHEET C4.5 .. -- -- aD d1 T C _ - -- a_- _S_T,NEET AND THE PROJECTSa EXISTI 6 12" WATER S 7TH STREET REET STA. 4+12.07, 82.51 RT - - �`'�a� (� STERN BOUNDARY LINE W- . Pti_ _ - - -v -- - -.. -- _ _ _. -- - --SS H#1-48.0 �N� VALK L1 12 CPP (SV'!)IE 111656 W - _ W W ----qj - - -� (% IE = 19.87 (EXST. E EXISTING FIRE tjYDRANT p'J 24 CPP (S) IE r6 74 < n`L - EXISTING FIRE HYDRA NT _.`_ - - -- �iMrl t.>s�em-23 z6 IF = 20.Op- (6 "SW) _.. © - �,� 5 �- PROVIDE 5" STORZ FITTING__ �5 -- SONjRdCTOR ON SHALL RPOTHOLE EEXSI• �NN� PROM 5 STORZ FITTING - '. .5 `� " -t ` 5 % �- --- -- -- - - -- st�.:. SEWER TO CONFIRM LOCATION -AND DEPTH T pSE. PARCEL LINE < 5 •� < ROR TO BEGINNING SEWER CONSTRUCTI - -�- ' Ses'io'29'E PRO - _. .. ,° rl 1. 25 WATER METER PER STD. DWG ao5 oo 12 relefil W) E =2g'. No TRUCKS 5 P a �-�� EET C4.5 25- 72 ePP (W) IE 20.OP' " NO TRUCKS ° ° ° •. .. ° , °. • a ° I8" CPP IE= 1678'- -Ll e - E IE 2023' % STOP PROVIDE DCVA PER STD DWG 12 CPP (NW91E 2o.rd `'\ t �' I A �o 2S 8101 ON SHEET C4.6. D -- ° - D 2 j 1P,, -AG" 3 /�RPBV P�STD. I / I� A I; I 'I CB roO RIM-2L48 :PP IE= 14.49' (NW) O� I2' ,PP IE =14.52 (S) X 0 x I) x - CB 01 79 RI 72° P C IE= 4" SPRINKLER SUPPLY - SIZE TO BE CONFIRMED BFI DESIGNER D - �b Y, COORDINATE P NNECTION WITH ING CONTRACTOR.. An 10" N 2100' ssM11 1zh4 mn� =zs.4r IE 19.26 6 "W _ -'S IE -19,21 NLW } - - � -.�� -- 40' ACCESS EASEMENT PER REC, NOS. E-19,16 (" ) RIM- 99' --- - - " -_- 5 8LF 6" PVC 8N -------- -- 5 - 1 7712300984 & 9402152078 _ SD 35 2.00 DEMOLISH EXST SEWER STA. 4 +06.64e �I a - & WEST WEST OF NEW SSHM#I 87.92' RT 77 COORDINATE SEWER SERICE POINT Of SSCO CONNECTION WITH PLUMBING CONTRACTOR -�- RIM -25.70 < / E =20.17 I (� CB 1321 RIM = 23.72' � 4" PVC (W) 22,80' COlumbia 1 o - -- - `✓ CB 1 16 1IM =23.74' e 12° COORDINATE FIRE SUPPLY POINT OF - _ I 6' PvI, (E) IE =22.02' SILLY CONNECTION WITH SPRINKLER CONTRACTOR e� � I ' O GP McrIALE's _ a S FF= 26.21' 0} ° GP N j / - 0 I � STAIRS ' 384.00' � GRAVEL MAPLE 8" COLUMBIA BANK - RENTON THE NORTHWEST OUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN 40'.ACCES E ENT PER REC. sra„ z +sa.43, 18.27' RT CITY OF RENTON, KING COUNTY, WASHINGTON a- WET TAP SEE STD. PLAN 8115 ON SHEET C4.6 FOR CONNECTIONTMIL -" --- - - 0_ x 1 -8' TAPPING TEE 1 -8a TAPPING VALVE (FLxM A BROVIDE 3/4" DOMESTIC - -- - --- --- - a U 1_E.I rr z a Y CD _d m 2 J O WAIERMEIER z z 0 PER STD. DWG �55a 1 -CONC. THRUST BLOCK 16SS 8106 ON SHEET C4.5 ,�gg3 Q, Sg9 STA! 2 +68.47, 42.00' RT -- p 1-8" GATE VALVE MJxFL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date -- . - -0 - 1m&1x4" REDUCER (FtxMJj__ -- -- ,S� C411�- - �o -. 1 +00 2 +0o O O5 -- -- - - -- - _-- --- 3 +00 _ -Z.i ---F -= -- -- - -- - --- STA. 7 +00.00 IS LOCATED AT o DDCVA IN VAULT WITH PIV & FDC, SIZE TO ---- -- ` _ � -1� 4 j00 N89'10'29 "W- 1339.26' I - '6 +00 a _ INED BY FIRE SYSTEM DESIGNER,. _ _ _ _ _ -'--- -;-T -_ - , - + 3 CENTERUNE-OF -SW OF Q SEE STD. LAN B098.1 ON SHEET C4.5 .. -- -- aD d1 T C _ - -- a_- _S_T,NEET AND THE PROJECTSa EXISTI 6 12" WATER S 7TH STREET REET STA. 4+12.07, 82.51 RT - - �`'�a� (� STERN BOUNDARY LINE W- . Pti_ _ - - -v -- - -.. -- _ _ _. -- - --SS H#1-48.0 �N� VALK L1 12 CPP (SV'!)IE 111656 W - _ W W ----qj - - -� (% IE = 19.87 (EXST. E EXISTING FIRE tjYDRANT p'J 24 CPP (S) IE r6 74 < n`L - EXISTING FIRE HYDRA NT _.`_ - - -- �iMrl t.>s�em-23 z6 IF = 20.Op- (6 "SW) _.. © - �,� 5 �- PROVIDE 5" STORZ FITTING__ �5 -- SONjRdCTOR ON SHALL RPOTHOLE EEXSI• �NN� PROM 5 STORZ FITTING - '. .5 `� " -t ` 5 % �- --- -- -- - - -- st�.:. SEWER TO CONFIRM LOCATION -AND DEPTH T pSE. PARCEL LINE < 5 •� < ROR TO BEGINNING SEWER CONSTRUCTI - -�- ' Ses'io'29'E PRO - _. .. ,° rl 1. 25 WATER METER PER STD. DWG ao5 oo 12 relefil W) E =2g'. No TRUCKS 5 P a �-�� EET C4.5 25- 72 ePP (W) IE 20.OP' " NO TRUCKS ° ° ° •. .. ° , °. • a ° I8" CPP IE= 1678'- -Ll e - E IE 2023' % STOP PROVIDE DCVA PER STD DWG 12 CPP (NW91E 2o.rd `'\ t �' I A �o 2S 8101 ON SHEET C4.6. D -- ° - D 2 j 1P,, -AG" 3 /�RPBV P�STD. I / I� A I; I 'I CB roO RIM-2L48 :PP IE= 14.49' (NW) O� I2' ,PP IE =14.52 (S) X 0 x I) x - CB 01 79 RI 72° P C IE= 4" SPRINKLER SUPPLY - SIZE TO BE CONFIRMED BFI DESIGNER D - �b Y, COORDINATE P NNECTION WITH ING CONTRACTOR.. An 10" N 2100' ssM11 1zh4 mn� =zs.4r IE 19.26 6 "W _ -'S IE -19,21 NLW } - - � -.�� -- 40' ACCESS EASEMENT PER REC, NOS. E-19,16 (" ) RIM- 99' --- - - " -_- 5 8LF 6" PVC 8N -------- -- 5 - 1 7712300984 & 9402152078 _ SD 35 2.00 DEMOLISH EXST SEWER STA. 4 +06.64e �I a - & WEST WEST OF NEW SSHM#I 87.92' RT 77 COORDINATE SEWER SERICE POINT Of SSCO CONNECTION WITH PLUMBING CONTRACTOR -�- RIM -25.70 < / E =20.17 I (� CB 1321 RIM = 23.72' � 4" PVC (W) 22,80' COlumbia 1 o - -- - `✓ CB 1 16 1IM =23.74' e 12° COORDINATE FIRE SUPPLY POINT OF - _ I 6' PvI, (E) IE =22.02' SILLY CONNECTION WITH SPRINKLER CONTRACTOR e� � I ' O GP McrIALE's _ a S FF= 26.21' 0} ° GP N j / - 0 I � STAIRS ' 384.00' � GRAVEL MAPLE 8" tasv Rua Av,as 12 PVC (NE) IE =17.18' o� EXISTING FIRE za 12 \ HYDRANT I8" CIW v) rE 16.'11' V' PVC (N ) IE =1691 CB 1781 RIM = 25.64' �" 0 / CPP (Nt) IC -1660' / 12 CPP (NW) IE=15.69' 5, 81' lyl 12' CPP (S) IE= 15.81' \ ASPHALT Civil E rginaers Structural Engineers Lantl6CeP¢A26t(eCf9 - ConvnuMty Planners Land Surveyors Neighbors oil TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.2672425 TEL Il II H RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, !BY OTHERS, WHILE THIS INFORMATION IS BELIEVED TO BE REUABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT qS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 I 1 1 5, (Y -0T NOTICE umAra d nB wna0x swi. enxmAR � vu. xu ew sauna neranal v Ms 000rswr as xm ow.xurt nm,ranNn mxrew avers w a ra warvwr s m ux axr rce a maEm xExxlam x rce m¢ eax uo a trot m a l6➢ ma raeAR a]Im¢ m xnrox m mnr raoFC4 m ca .ur mKn rNO STARS CB 1077 RIM =23.21 12" CPP (N) IE =21.30' 6" PVC (E) IE,= 2�1.f28' GRAVEL l,`y M STRULTURgC AN MAPLE B' RAHBL e'" / i ..,L,,.. -•� LARD PLANK S / ...-- ROW 1 �APLE B" `10' ELECTRICAL EASEMENTI I GRAPHIC SCALE REC. N0. 8070160469 I x (TYPICAL) o la 20 ,b 60 ( 1 ASPHALT (IN F'EE'T) -.. -=> T inch = 20 ft. 40 l k ) AL MAPLE 0 BENCHMARK // � I Sm348004 CITY OF RENTON VERTICAL BENCHMARK N0. 1895 CALL 48 HOURS ABRASS DISC WITH PUNCH ON CONCRETE MONUMENT E CASE BEFORE YOU DIG PUBLISHEDEELEOVATIONS 5170 STREET AND LIND AVENUE SW. 1- 800 - 424 -5555 - we o¢,a GCH 1 " =20 "�"° °°'�°°' F. CITY OF COLUMBIA BANK - RENTON 5/19/09 ow�wN. GCH RENTON P °NEHk1 DATUM LI1ECKm: Al NE LL �-{ OR4NW0 NP.^ SMC u'wonO acx Planning /Building /Public Works Dept. UTILITY PLAN �`t °') REVISION BY DATE APPR ten: scut "aw+* ... SMC 9 16 34005 S- 344 0q - S_C4_710YL�L A- � NoF �I 40'.ACCES E ENT PER REC. ) I NOS. 7712 00 94021 207 7712 I�"° - -- x 0 CB 1653 RIM = 24.08' CB 1672 RIM -24.20 12" CPP ( IE =17.61 12" CPP (N) IE 18.78' I 72' CPP (E) E) ff= 17.79' 72" CPP (W) IE- 18.13' / \� P � 0 I CP I P II/ X_ - P _ - -- �- CB 7757 RIM 25.04 fy Q 24' CPP (S) IE -7732 ( 18 CPP (SW) E=17 14' i Cl 18" C11' E =16.85 ,tJ \ I R PVC (S) IE=2086' tasv Rua Av,as 12 PVC (NE) IE =17.18' o� EXISTING FIRE za 12 \ HYDRANT I8" CIW v) rE 16.'11' V' PVC (N ) IE =1691 CB 1781 RIM = 25.64' �" 0 / CPP (Nt) IC -1660' / 12 CPP (NW) IE=15.69' 5, 81' lyl 12' CPP (S) IE= 15.81' \ ASPHALT Civil E rginaers Structural Engineers Lantl6CeP¢A26t(eCf9 - ConvnuMty Planners Land Surveyors Neighbors oil TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.2672425 TEL Il II H RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, !BY OTHERS, WHILE THIS INFORMATION IS BELIEVED TO BE REUABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT qS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 I 1 1 5, (Y -0T NOTICE umAra d nB wna0x swi. enxmAR � vu. xu ew sauna neranal v Ms 000rswr as xm ow.xurt nm,ranNn mxrew avers w a ra warvwr s m ux axr rce a maEm xExxlam x rce m¢ eax uo a trot m a l6➢ ma raeAR a]Im¢ m xnrox m mnr raoFC4 m ca .ur mKn rNO STARS CB 1077 RIM =23.21 12" CPP (N) IE =21.30' 6" PVC (E) IE,= 2�1.f28' GRAVEL l,`y M STRULTURgC AN MAPLE B' RAHBL e'" / i ..,L,,.. -•� LARD PLANK S / ...-- ROW 1 �APLE B" `10' ELECTRICAL EASEMENTI I GRAPHIC SCALE REC. N0. 8070160469 I x (TYPICAL) o la 20 ,b 60 ( 1 ASPHALT (IN F'EE'T) -.. -=> T inch = 20 ft. 40 l k ) AL MAPLE 0 BENCHMARK // � I Sm348004 CITY OF RENTON VERTICAL BENCHMARK N0. 1895 CALL 48 HOURS ABRASS DISC WITH PUNCH ON CONCRETE MONUMENT E CASE BEFORE YOU DIG PUBLISHEDEELEOVATIONS 5170 STREET AND LIND AVENUE SW. 1- 800 - 424 -5555 - we o¢,a GCH 1 " =20 "�"° °°'�°°' F. CITY OF COLUMBIA BANK - RENTON 5/19/09 ow�wN. GCH RENTON P °NEHk1 DATUM LI1ECKm: Al NE LL �-{ OR4NW0 NP.^ SMC u'wonO acx Planning /Building /Public Works Dept. UTILITY PLAN �`t °') REVISION BY DATE APPR ten: scut "aw+* ... SMC 9 16 34005 S- 344 0q - S_C4_710YL�L A- � NoF w z z w 0 0 a I H H , ch CL n i • I u I ll t1 �J W — 11 N.C. SDCKET HD SCREW 1 A7 LONG IBRONZE OR S &) X7 x 2' RAISED PADS 1Y11T4 i. a c.E.Wtl a 9H 611 m E JOfd]AIN BON ifafd[S, NG Nw 3998 GR EOUAL CLEAN CUT SHALL BE A WATER 110141 ASSEMBLY, 2. N LNHIPROWD AREAS POUR A F —Or TRIM Y' —O' 30UARE CGILT2 -m [1X99 a9nq PAD ANOUm ME RING Nil w"R. 0. fl ASPHALT RQNOWAY$ REGICNE ARMING ELEMWT FIND AND COI AS REgMRm BY STANDARD IETAL GRAl5i2G Bib& �•IIIIIII�IIII��II��� • • :� I • LIT THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON CLASS FIFE MATERIAL AS SPECIFIED BY THE ENG14EER PLUG TO BE SEALED IN SANE MANNER AS MAIN SEWER ICNNTS. H OE 5 INCH CLT.ANDLIT OVID. NAME: au76-1 RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RENABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 SP PAIGE am.1 S -lY —o9 NOTICE umunax ce ra ooplmR Ruu snows ra Porcmw. ru An svunne %9rAnm rc ra00%Ir%r oaD xm axopl¢RYY PSN%v WF91Y WWR N IL MS D]LWAT 6 i(fl UY %STfl%ThE {filE4T WIRE➢ %M %IIE fNY% um %xm ro a uan me scut NNm¢ ce umNx m TNAT RpECf m Im un o1n%%mEn. e IN. OINNEiflt PIPE D aG iC0 im sm sm soa s9D am aaG am D ml aG � w sp 1,p 1sp lea nG 17D 35 55 75 B6 114 134 154 174 176 177 i77 7D 9D ND 136 i56 16A 187 186 1lN9 183 iNM 1G6 1E6 IA6 lEa im 1A0 T9] 191 184 1A7 i� 141 161 180 Em 2GP 799 '197 797 143 191 190 77- 6 109 214 2D9 2W 202 2IX1 106 19B 104 193 211 220 215 211 2rA EIIS PO4 266 106 19i 195 2EY 2E1 21] 213 210 PPf 2x±9 �£ 201 199 197 227 2P2 216 21+ E11 209 979 204 972 BJi i44 227 222 219 27s 27a 210 201 908 264 202 281 TYE D LENC H N ° s 50 1m L 1m { Pm a 250 306 am ° 494 480 LETlG i d DO tm lm 2m a EW c a66 a56 0 +m 460 LENGTH { 0 E 56 1m 1?0 200 a 250 am N 359 400 450 Eric H U G E 50 lm Im "{ 2C9 a 250 am sm 400 +m PROCEDURE: SLOB -Y PRESSURIZE THE PIPE TO 4.0 P,S,I.G, ALLOW 2 MINUTES FOR STABILIZATON, ADDING AIR A5 REQUIRED, TIME THE DROP FROM 3,5 P.S,I.G. TO 2.5 P.&I.C. READ THE MAMNIUM ALLOWABLE TIME IN SECONDS FROM THE TABLES AIR TEST YABLE SLAW FIMSURE) FOR WIDER MAVIS AEOPTED CUT pa BOOM 9fam+tm PLAINS Rex m Nju DNG, NAME: 8063 SP PP.GE: BDB3 E IN. OWIERET FIFE _- -- 0 56 190 150 P00 P70 30P 39P im 430 Sm D 20 40 59 79 89 119 139 158 17D 170 70 9D 110 130 156 17Y 166 268 261 ffit 199 100 179 19e x19 E9! xfd E36 -'23E 217 -2Px 214 236 257 E77 EB3 P72 7.83 293 236 2,34 317 366 263 275 312 23D 2+8 34D 395 312 3bl 2B1 250 25fi saa 3sT ale .xis sRe W'4�5 s67 sss 39P 329 319 310 302 PP5 274 P84 340 33D 321 313 306 3PTV 352 340 P75 390 319 309 37B 371 395 35B 283 E70 TuE gc9m 0 IN. OWXERER PPE D aD im /m Em 259 300 3sD 4m aaG am D z6 4G s9 z9 9e na 1a9 196 nD 17D IE4 i&3 2Qi 223 243 23F 231 225 22i xa7 aD7 alx x66 zcl xm 371 3'.12 293 2E6 ETi 425 366 5:+ 312 429 J44 378 Ba 31B 312 a26 ses s4E9 366 37e 5 aAP 363 352 340 340 425 305 367 37B 371 395 35B 352 347 TtlE SECOm REacNm. PER DETAIL GCH pm%N: GCH oN( AT FUL 5111E SMG IF NOT ONE WON NO. REVISION BY DATE APPR ^x^ �,.,, '""" 1C01 y CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date •9 f f f ir. r : I f,l 3,a. }`�.,,.;. �•' +'.tea (CLASS A DESIGN) W (SEE NOTE 4) —A{r— LIMITS CF PIPE ,7iiNE BACKFILL MATERIAL (SEE NOTE 9) — BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE B) — FOUNDATION LEVEL (CLASS B. G D. DESIGN) BEDDING FOR ROD PIPE V! (SEE NOTE 4) JIB— LINI'TS OF PIPE ZONE BEDDING MATERIAL FOR FLE50ERLE PIPE (SEE NOTE 7) — FOUNDATION LEVEL (CLASS F B ®GN) BEDDING FOR FLEXIBLE PIPE Dpi L PROVIDE INFOPH SUPPORT UNDER 5PP,RE7. E. H(J35 TAW URGED H90YCHE4 O. W WACT [ElNRNB Y0.TIIRVL 10 B6X Y0.r GMIBN E9XEFTT G(ECRY CNER PIPE. HMO TRAP ONLY. +. SEE "ER9AYAlgX AND PREPARATION OF IREXCH• M TIE SAITPRY 4rAER4 gY71NN CF *E 9VNGNm 4EOFlCTATtri9 FOR 1RFNCH ACTH �lF' AND TPETk9NND OPTIONS THE PPE 201E W11- BE THE AC1p101 lRB3(N 1GIH, ERCEPr FOR CLASS 0. BmONG. ME NNYBY CONt9¢IE worn sNNAI. BE 1-1 (1 ut + 1s: E. 7REXC14 H9CEFlLL 41ALL CiMFBdI TO 'BAtxalWm SEINER TRFNCFES" IN THE 80.NITARY 9:159'28 8:'MRNfI OF THE BNWGA197 9FEI,1FlCA7g8a, EEAiPT'IN9T ROCKS DA LI.MPu IIX[9FR THAN i' PR RWT OF PPE 0NLf7ER SHALL NOT BE USED N THE BA01411 MATEP3PL. 8. SEE 'am01M0 WtTETBA. FOR RiBO RPE' IN THE A989E00.T3 9ECTCN OF THE BfNUN9 BERICATgMB RR THE MM1TEIOAL B'EL4TCATNIXB 7, SEE 'REDOING HATEItlN. FOR FINABLE PIPE' N THE AGCREGAIE9 SEOTNN OF STlWOPA9 9PECFldSTgX FOR THE N4IFPJPL 7PECFlG117011k B. PIPE 019T BE ANCHORED IN 9JCN A NAMIFR AS 10 ENSURE FIAT WE IB M9Mll1ED. 'I': BEDDING FOR SAIMMTARY - D'H'SI ; _ 1371 OWG. NAME- 81177 : f >•= CITY OF NOflQONNl WD 10W�1B81 > RENTON DATUM Planning /Building /Public Works Dept. 5- 348005 COLUMBIA BANK - RENTON SEWER NOTES &DETAILS 2 5 /TS /os C4.2 °` To is BELGX9 QAIS GF3l9I GNEN90N f!!bs A CUSS 9 CLAM G [S.LB P 6U493 F A IV` K 1j+LD. tx� NAK 6" Y9 Y 414 ZORP 9' MM, 0 1!4 6A 1f2 DD. 1/E 0b 2ER6 4b D 7(4 4A i%L p,0. 1{. 4A Pp, 'I': BEDDING FOR SAIMMTARY - D'H'SI ; _ 1371 OWG. NAME- 81177 : f >•= CITY OF NOflQONNl WD 10W�1B81 > RENTON DATUM Planning /Building /Public Works Dept. 5- 348005 COLUMBIA BANK - RENTON SEWER NOTES &DETAILS 2 5 /TS /os C4.2 °` To is w g Q Z U W 0 w LL H H H 1 U) 0_ 0_ 0_ z O z LLI cr- Y z Q m Q u MORTAR FILLET COLUMBIA BA - RENTON THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4" MIN.) COME RUBBER GASKETED JOINTS IN ACCORDANCE NTH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 19D7@L 1. STEPS TO BE 3/4 4 DEFORWED MAR GN- YAMMED SAFETY STEPS ON EQUAL 7- STEPS ARE TO BE IN PINE BEFORE MANHOLE =DNS ME INSMLEEL S cAnwB TO BE PER ORAAW 8829. 4. WAMN-E 9EL" NM TO HE OF F93WI39M PPFPAST C;QN� 4 ALL JONTS SHALL HE C ROUTED. R WNRRY SEWER MANHOLES SHALL HALE ALL INTERIOR SURFACES, NtLUDNG CHANNELING, COATED ESEN.E07 WWTH A HIHH SCUDS URETHANE COATING W .SSM MC WSHE3D OR MPNd EQUAL: DOM OF CD4TI148 a4ALL BE mm 7. WEEER nASElED MINTS sl i m N LVTLFORWWEE VAIN ABER C-A B. p1AANS- HE104T SHALL BE A MMLILI'A OF 2/4 THE IISEE OIAWETER ff THE LAfd�9T PIPE. AL CIXiNE"ONS TO W WHOLE SHALL HE LlikDE IISL ID CPK ADAPTOR, KOR -N -SEAL 83DTS OR APPROVED EQUAL 10, MANI9LES EQUAL TO AND SWEATER THAN 2D FEET DEEP SHALL BE R NIHMLM SO- DLAMEIER AND HAAS A 'SURETRPOV CLINENO AND FALL PROTECTION WSTal NSTAlID, SMRTA6Y MANEICEE TYPICAL DETAIL ADOPTED Mir QV 9CWTOR DB.I.:r PLM REVISION - lFd'Kt L t B071 SUN PAGE RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 NOTICE umu o MwoOmPm u"HWS. mmEEmtU.=Oro mows PBYAITH m m MlIIE1T mwflffMwlm NSwm aN%mm Nrt.mma. mPmm WTfm mfl i LLNNFOHw TAE=X .sxmmsmmwN Nl,m¢m Nmmm MWTN mlm Arromn.. NO. N(MI 1. ALL CNERS SHALT. BE IDMNG LID PER EAST ARDMN INCH WORM INC. No. 3705 (L=1061 OR EQUAL 2 FRAME AND CBLRR SHALL BE A WATER TIGHT AS!EWi Y. A USE ERAIE AND COVER FOR S10RM (SPECIFY'bPNN" ON COVER), -v NITAW (SPECIFv -sExER"), OR WATER (I PFLFY "WATER' 1. REVISION W-1 L if�1iI:CWD T U 1 COVER ADOFTED ray. 0 1 8074 SP PAGE 60 MWN: GCH BY I DATE I APPR I A SMC T CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PRCPERIY LIFE a FUTURE " BMLONC SEWER PPE -� EWALONDN G SEWER 2 »x 4" STUD SE3RICE MARKER PAINT %WTH D" Sm DNrLET UPPER PGRTMN WIFFE ANS STENGL ON SIDE WORDING *5ENER' VATH 3" HIGH HLACC LETNERS. AND OB MIRE WRAPPED AROUND THE SUB AND OCTENLED TO THE a TOP OF THE STUD. UNLESS OTHERYASE APPROVED EN THE OTY, W E TAP TMLOUCH CAST RCN SADDLE SECURED TO SEVER MAN MTN STDINLESS STEEL BANDS MIEN CONNECTING NEW SIDE Ems TO EvinNS MAIN. PLAIN AND REINFORCED CONIREIE, DI PIPE AND DI PIPE SEWER MAINS ARE TO BE 00RE DRILLED, WTRFIED DAY PIPE SNALL BE CUT AND HAVE A NEW TEE SEWBONED IN. Gd' ALLOWABLE MAX. FOR CAST IRAN PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE alllUT TEE 4ER MAIN mi UQIL. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAW. HA%E A MINIMUM 25 COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, VNICHEVER 15 LOWER. ruE VEFIIGY: fNY➢ TAB" PER DETAIL H0PII0Nf"' H'D 1083 "081 is CITY OF RENTON I °N� DATUM A* N Planning/Building/Public Works Dept. IF NOT q1E INCH SfME ACCOAOINCLT .PE � -iFrr •m: T: r• � :A a xT 5- 348006 COLUMBIA BANK - RENTON 0&'5- 34'30(� SEWER NOTES & DETAILS 5/19/09 FlNtBmN: PACE gUMM1YC N0 04.3 11 ° 16 N N N,A11� 48" MH I 48' I B" PAIN. 1 SMIN 24!' MN. 1 21" I.D. 54" MH 54° If MIN. 15.50 MIN. 24" MIN, 1 24" I.D. 60' MH I SO° B" VAIN. 1 B" MIN. 42" MIN. 1 30" 1.0. 19D7@L 1. STEPS TO BE 3/4 4 DEFORWED MAR GN- YAMMED SAFETY STEPS ON EQUAL 7- STEPS ARE TO BE IN PINE BEFORE MANHOLE =DNS ME INSMLEEL S cAnwB TO BE PER ORAAW 8829. 4. WAMN-E 9EL" NM TO HE OF F93WI39M PPFPAST C;QN� 4 ALL JONTS SHALL HE C ROUTED. R WNRRY SEWER MANHOLES SHALL HALE ALL INTERIOR SURFACES, NtLUDNG CHANNELING, COATED ESEN.E07 WWTH A HIHH SCUDS URETHANE COATING W .SSM MC WSHE3D OR MPNd EQUAL: DOM OF CD4TI148 a4ALL BE mm 7. WEEER nASElED MINTS sl i m N LVTLFORWWEE VAIN ABER C-A B. p1AANS- HE104T SHALL BE A MMLILI'A OF 2/4 THE IISEE OIAWETER ff THE LAfd�9T PIPE. AL CIXiNE"ONS TO W WHOLE SHALL HE LlikDE IISL ID CPK ADAPTOR, KOR -N -SEAL 83DTS OR APPROVED EQUAL 10, MANI9LES EQUAL TO AND SWEATER THAN 2D FEET DEEP SHALL BE R NIHMLM SO- DLAMEIER AND HAAS A 'SURETRPOV CLINENO AND FALL PROTECTION WSTal NSTAlID, SMRTA6Y MANEICEE TYPICAL DETAIL ADOPTED Mir QV 9CWTOR DB.I.:r PLM REVISION - lFd'Kt L t B071 SUN PAGE RECORD NOTE 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 NOTICE umu o MwoOmPm u"HWS. mmEEmtU.=Oro mows PBYAITH m m MlIIE1T mwflffMwlm NSwm aN%mm Nrt.mma. mPmm WTfm mfl i LLNNFOHw TAE=X .sxmmsmmwN Nl,m¢m Nmmm MWTN mlm Arromn.. NO. N(MI 1. ALL CNERS SHALT. BE IDMNG LID PER EAST ARDMN INCH WORM INC. No. 3705 (L=1061 OR EQUAL 2 FRAME AND CBLRR SHALL BE A WATER TIGHT AS!EWi Y. A USE ERAIE AND COVER FOR S10RM (SPECIFY'bPNN" ON COVER), -v NITAW (SPECIFv -sExER"), OR WATER (I PFLFY "WATER' 1. REVISION W-1 L if�1iI:CWD T U 1 COVER ADOFTED ray. 0 1 8074 SP PAGE 60 MWN: GCH BY I DATE I APPR I A SMC T CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PRCPERIY LIFE a FUTURE " BMLONC SEWER PPE -� EWALONDN G SEWER 2 »x 4" STUD SE3RICE MARKER PAINT %WTH D" Sm DNrLET UPPER PGRTMN WIFFE ANS STENGL ON SIDE WORDING *5ENER' VATH 3" HIGH HLACC LETNERS. AND OB MIRE WRAPPED AROUND THE SUB AND OCTENLED TO THE a TOP OF THE STUD. UNLESS OTHERYASE APPROVED EN THE OTY, W E TAP TMLOUCH CAST RCN SADDLE SECURED TO SEVER MAN MTN STDINLESS STEEL BANDS MIEN CONNECTING NEW SIDE Ems TO EvinNS MAIN. PLAIN AND REINFORCED CONIREIE, DI PIPE AND DI PIPE SEWER MAINS ARE TO BE 00RE DRILLED, WTRFIED DAY PIPE SNALL BE CUT AND HAVE A NEW TEE SEWBONED IN. Gd' ALLOWABLE MAX. FOR CAST IRAN PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING 6" SIDE alllUT TEE 4ER MAIN mi UQIL. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAW. HA%E A MINIMUM 25 COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, VNICHEVER 15 LOWER. ruE VEFIIGY: fNY➢ TAB" PER DETAIL H0PII0Nf"' H'D 1083 "081 is CITY OF RENTON I °N� DATUM A* N Planning/Building/Public Works Dept. IF NOT q1E INCH SfME ACCOAOINCLT .PE � -iFrr •m: T: r• � :A a xT 5- 348006 COLUMBIA BANK - RENTON 0&'5- 34'30(� SEWER NOTES & DETAILS 5/19/09 FlNtBmN: PACE gUMM1YC N0 04.3 11 ° 16 N N N,A11�