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HomeMy WebLinkAboutS-348004a 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