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Home My WebLink AboutzS-3100Setw EXISTING WATER VALVE 1111 I a o a P.O.'B PROPOSED WATERMAIN'. OLYMPI PROPOSED FIRE HYDRANT fill , UPON COMPL DESTROYED :c w PROPOSED WATER VALVE N AT THE DIRE( APPROPRIATE :n a :O ,.. RESPONSIBIU ? PROPOSED WATER METER'' 0 :. COMER SHEET I :.112TH ST. INTERSECTION OF NE 8TH ST. & UNION AVE W 1/4 CDR SEC 10-23-5 CITY OF,.RENTON MON #1848:: FOUND 1..1/2' BRASS DISK.: W/ PUNCH IN CONCRETE IN CASE (10/97). N= 183748.81506 E= 1671255.9645 ELEV. 411.29' (125.36 M) 1 1 VICINITY MAP LEGAL DESCRIPTION THE WEST 2101FEET OF THE NORTH 210 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OFTHEI NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 231NORTH; RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING. COUNTY, WASHINGTON;' EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD. PURPOSES.' BY DEED: .UNuE RECORDING NO. "4797344. HORIZONTAL DATUM I- BASIS OF BEARINGS= `° THE NORTH LINE OF NW 1 /4'.'SEC. 10 TAKEN I AS IN 88'38'58 °. !.W 1;' I VERTICAL.. DATUM'': - BASI& OF ELEVATIONS''. W.,, NATIONAL VERTICAL DATUNn',Or. 1988 NAVD 88. Z �I PROJECT BENCHMARK Q CHISELED SQUARE IN. S.E. CORNER OF .CONCRETE' FOOTING FOR, MAILBOXES E N WEST. SIDE OF STREET ® 12014 HOQUTAM AVENUE. KING :COUNTY .SURVEY CONTROL BENCHMARK No. RENT1907 n Ib°n M'I I ELEV. ,'.472.87FEET aj r I SITE BENCHMARK SET "PK" NAIL IN ASPHALT � 0 N.W.. COR. DRIVEWAY 1. ON SOUTH SIDE OF S.E. 116th . STREET Ell • .438.82 FEET INDEX TO SHEETS: M I of s covER sir I 2 OF 6 SANITARY SEWER EXTENSION PLAN' E 3 OF 6 WATIEFUM EXTENSION PLAN 4 OF 6 SA wrARY SEVYER PROFILE, NOTES AND, DETAILS 5 OF 6 WATERIIIIIM EXTENSION NOTES 'AND DUALS 6 OF 6 SANITARY SEWER AND WATERMAW EXTENSIONDUAB.LS 3 - m APL f? GR g �F WA'y F vl 3975 y)STEA 0 Y RTMENT N F NA RAT OR OBTAINING R PERMITS REMOVING FROM THE AL ENG ti ( o E FULLY RESPONSIBLE FOR FOR REMOVING AND . PARTMENTNOF NATURAL EXPIRES 3 � 10 ^ i MAY BE AFFECTED BY CONSTRUCTION 1 D WAD 332 -120. APPLICATIONS MUST BE rOMPLETED BY A y NEYOR. APPLICATIONS ;=OR PERMITS TO REMOVE MONUMENTS :. -. CITY OF RENTON I� )M THE WASHINGTON STATE DEPARTMENT OF NATURAL- I I. :.I I '. ' � '. , � I " ' ! DEVELOPER- I I _': ..,... CEP r.. - u8,__,1__ ONTACTING ;THEIR OFFICE BY TELEPHONE AT 1(206):.902 1190. CHRISTINE BALYEAT I ARTMENT OF P WORKS N.4 '. UTLITY.I.ICT.NOTE� '. 18724 S.E. 43RD( - .STREET . :, RTE DEPARTMENT OF NATURAL RESOURCES ,.., i, CFECKM FM COMPLIANCE TO CRY STANDAND8' QQ' S� COVER SHEET p JRVEY OFRCE : CLeL(�p "., ,, �: I -� : (425)1 643- 14861027 .: S.E. 'THE CONTRACTOR SHALL,;BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH i'I I: �'', ON STREET ONTACT:, WA 98 OF ALL EXSNNG "UIIILRIES':WHEIHER.:SHOWN ON'THESE PLANS OR I'NOTI BY I POTHOUNG THE v �:. z .. VGi0NS81504 -7060 : '.E '. .:. .. UTUTT SAND SURVEYING,::THE ..HORI20NFAL`AND VERTICAL LOCATION TO CONSTRUCTION... : '. a. ,... Ifl '. .,: ,.. .. .. _,. „ (DATE.: .: ... . BALYEA I. NO .I _ � I ENGINEER. T S. � RT PLAT CANE.® 1..800 424 - 5555 =AND THEN :.POTHOLING: ' :r. SHAL4.IINCLUDE.CAWNG U71LtiY.IA ,.... �:.'� .::. ��... ....�.:, , n CONSTRUCTION, ALL MONUMENTS DISPLACED „REMOVED,.OR ALL OF THE :.IXISEING,UDLTRESiAT'LOCAIIONS IOF':NEW URLEEY CROSSINGS TOIPHYSICALLY ':_ HAL'..P.. G UB '.P:E.; O' ', O DESGYJED ':JGH I' O. ,REPLACED BY IA REGISTERED LAND SURVEI'OR AT THE COST. AND VERIFY'.WHEDiER OR NOT':CONFLICIS'E)(IST. LOCATIONS OF SAID UOLLTIES AS SHOWN ON THESE -•,. R 8,.. s y , 21 +. I... DATE 3/14102 FILE NO '... . ,, ... THESE, 72ND(AVENUE SOUTH,. 1 7' .THE, CO R PURSUANT TO THESE REGULATIONS. THE PIANSI ARE BASED UPON (THE UNVERIFIED PUBLIC INFORMATIONIAND�ARE SUBJECT TO:,VARIATION, ar ''' : DRAwN ',IMFB NTRACro . DATE KENT;,, WA 980321 p ,,: 5 FOR REPLACEMENT OF SAID MONUMENTATION SHALL.. ALSO BE THE IF CONFlJCfS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT'; BARGFNIISEN '' <r. ". E� CONSULTINO:'ENGINEERS': IINC.TORESOLVE ALL PROBLEMS PRIDRTO'PROCEIDING:'WRH (425)251 -6222 d :LNG FIVE.. CFiECKEDI :HPG SCALE -'; FIELD 9ooK PAGE_ W' E CONTRACTOR. CD STRUC71: IENG - 251 6762 E, :. �.. APPROVED wr�cr aueuc xoaus SHEET '1 OF DATE (425) m W N► J /OO _, /� / s l l CANNED 1 1 MAR 2 8 2003' I. F I Iii TAM TEL ,I I I, I < I I ,. �: li" Y3 1 O�.' II f f �': f oFPP'S 4 + III f �I "vl '5 a t11t '. LEGEND: PROPOSED TYPE I CATCH BASIN N b P EXISTING TYPE II CATCH BASIN CL 1 O 25 50 100 D_ ��,•..e... SITE DATA 1. TAX 1: 102305 -9108 tFj2. SITE Al 0.87 AC. V 0. PROPOSED STORM DRAINAGE LINE = 3. EXISTING USE: SINGLE. FAMILY RESIDENCE _. T. PROPOSED USE14 LOT SINGLE FAMILY SHORT SUBDIVISION 5. EXISTING ZONING: I (RESIDENTIAL 6 DU /AC) Q 6. PROPOSED 'ZONING: II (RESIDENTIAL 6 DU/AC) V 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN it Q RESIDENTIAL 4-12 DU /AC ' m 8. PROPOSED: COMPREHENSNEIPLAN DESIGNATION: URBAN ! P PROPOSED SANITARY SEWER CLEANOUT RESIDENTIAL 4 -12 DU /AC.' 9. PROPOSED': MIN. LOT iWIDTH: : 60' z E . O C 10. REQUIRED .MIN. LOT WIDTH: 30' 11. PROPOSED MIN. LOT AREAL 5705 s.f. N ,12. PROJECT DENSITY: 4.76 DU /AC 13: REQUIRED MIN.. SETBACKS: U) R I EXISTING SANITARY SEWER LINE R STREET: 10' a. GARAGE i STREET SETBACK:: 20' s E EXISTING ,WATERMAIN. -w- - R ITVTERIOR:'5' BACK- 5' a Q Q 3 14. MAX BASE HEIGHT OF BUILDINGS: 35'. n 15. SOURCE OF BOUNDARY.:: FIELD VERIFIED: BY BARGHAUSEN CONSULTING ENGINEERS, INC., - DECEMBER 2000 N16. SOURCE OF TOPOGRAPHY : FIELD SURVEYED BY )--1:c BARGHAUSEN CONSULTING ENGINEERS, INC., DECEMBER 2000 17. HORIZONTAL DATUM - BASIS OF BEARINGS THE NORTH LINE OF NW 1/4 SEC. 10 TAKEN AS N88'38$8'W m le, VERTICAL. DATUM - BASIS OF ELEVATIONS NORTH AMERICAN VERTICAL DATUM. OF 1988 NAVD 88 a 19. LOTS 1. AND i4 WILL GAIN ACCESS. FROM TRACT A..(26' PRIVATE ACCESS TRACT). NO DIRECT 'ACCESS IS ALLOWED TO S.E. 116TH STREET FROM ABUTTING LOTS. 20. ACCESSORY DWELLING UNIT MAY NOT EXCEED 1000 SQ. FT. 9 �. a 21. AT LEAST ONE OF THE DWELLING UNITS ON LOT 1 MUST BE OWNER OCCUPIED. I w EXISTING WATER VALVE 1111 I a o a P.O.'B PROPOSED WATERMAIN'. OLYMPI PROPOSED FIRE HYDRANT fill , UPON COMPL DESTROYED :c w PROPOSED WATER VALVE N AT THE DIRE( APPROPRIATE :n a :O ,.. RESPONSIBIU ? PROPOSED WATER METER'' 0 :. COMER SHEET I :.112TH ST. INTERSECTION OF NE 8TH ST. & UNION AVE W 1/4 CDR SEC 10-23-5 CITY OF,.RENTON MON #1848:: FOUND 1..1/2' BRASS DISK.: W/ PUNCH IN CONCRETE IN CASE (10/97). N= 183748.81506 E= 1671255.9645 ELEV. 411.29' (125.36 M) 1 1 VICINITY MAP LEGAL DESCRIPTION THE WEST 2101FEET OF THE NORTH 210 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OFTHEI NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 231NORTH; RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING. COUNTY, WASHINGTON;' EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD. PURPOSES.' BY DEED: .UNuE RECORDING NO. "4797344. HORIZONTAL DATUM I- BASIS OF BEARINGS= `° THE NORTH LINE OF NW 1 /4'.'SEC. 10 TAKEN I AS IN 88'38'58 °. !.W 1;' I VERTICAL.. DATUM'': - BASI& OF ELEVATIONS''. W.,, NATIONAL VERTICAL DATUNn',Or. 1988 NAVD 88. Z �I PROJECT BENCHMARK Q CHISELED SQUARE IN. S.E. CORNER OF .CONCRETE' FOOTING FOR, MAILBOXES E N WEST. SIDE OF STREET ® 12014 HOQUTAM AVENUE. KING :COUNTY .SURVEY CONTROL BENCHMARK No. RENT1907 n Ib°n M'I I ELEV. ,'.472.87FEET aj r I SITE BENCHMARK SET "PK" NAIL IN ASPHALT � 0 N.W.. COR. DRIVEWAY 1. ON SOUTH SIDE OF S.E. 116th . STREET Ell • .438.82 FEET INDEX TO SHEETS: M I of s covER sir I 2 OF 6 SANITARY SEWER EXTENSION PLAN' E 3 OF 6 WATIEFUM EXTENSION PLAN 4 OF 6 SA wrARY SEVYER PROFILE, NOTES AND, DETAILS 5 OF 6 WATERIIIIIM EXTENSION NOTES 'AND DUALS 6 OF 6 SANITARY SEWER AND WATERMAW EXTENSIONDUAB.LS 3 - m APL f? GR g �F WA'y F vl 3975 y)STEA 0 Y RTMENT N F NA RAT OR OBTAINING R PERMITS REMOVING FROM THE AL ENG ti ( o E FULLY RESPONSIBLE FOR FOR REMOVING AND . PARTMENTNOF NATURAL EXPIRES 3 � 10 ^ i MAY BE AFFECTED BY CONSTRUCTION 1 D WAD 332 -120. APPLICATIONS MUST BE rOMPLETED BY A y NEYOR. APPLICATIONS ;=OR PERMITS TO REMOVE MONUMENTS :. -. CITY OF RENTON I� )M THE WASHINGTON STATE DEPARTMENT OF NATURAL- I I. :.I I '. ' � '. , � I " ' ! DEVELOPER- I I _': ..,... CEP r.. - u8,__,1__ ONTACTING ;THEIR OFFICE BY TELEPHONE AT 1(206):.902 1190. CHRISTINE BALYEAT I ARTMENT OF P WORKS N.4 '. UTLITY.I.ICT.NOTE� '. 18724 S.E. 43RD( - .STREET . :, RTE DEPARTMENT OF NATURAL RESOURCES ,.., i, CFECKM FM COMPLIANCE TO CRY STANDAND8' QQ' S� COVER SHEET p JRVEY OFRCE : CLeL(�p "., ,, �: I -� : (425)1 643- 14861027 .: S.E. 'THE CONTRACTOR SHALL,;BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH i'I I: �'', ON STREET ONTACT:, WA 98 OF ALL EXSNNG "UIIILRIES':WHEIHER.:SHOWN ON'THESE PLANS OR I'NOTI BY I POTHOUNG THE v �:. z .. VGi0NS81504 -7060 : '.E '. .:. .. UTUTT SAND SURVEYING,::THE ..HORI20NFAL`AND VERTICAL LOCATION TO CONSTRUCTION... : '. a. ,... Ifl '. .,: ,.. .. .. _,. „ (DATE.: .: ... . BALYEA I. NO .I _ � I ENGINEER. T S. � RT PLAT CANE.® 1..800 424 - 5555 =AND THEN :.POTHOLING: ' :r. SHAL4.IINCLUDE.CAWNG U71LtiY.IA ,.... �:.'� .::. ��... ....�.:, , n CONSTRUCTION, ALL MONUMENTS DISPLACED „REMOVED,.OR ALL OF THE :.IXISEING,UDLTRESiAT'LOCAIIONS IOF':NEW URLEEY CROSSINGS TOIPHYSICALLY ':_ HAL'..P.. G UB '.P:E.; O' ', O DESGYJED ':JGH I' O. ,REPLACED BY IA REGISTERED LAND SURVEI'OR AT THE COST. AND VERIFY'.WHEDiER OR NOT':CONFLICIS'E)(IST. LOCATIONS OF SAID UOLLTIES AS SHOWN ON THESE -•,. R 8,.. s y , 21 +. I... DATE 3/14102 FILE NO '... . ,, ... THESE, 72ND(AVENUE SOUTH,. 1 7' .THE, CO R PURSUANT TO THESE REGULATIONS. THE PIANSI ARE BASED UPON (THE UNVERIFIED PUBLIC INFORMATIONIAND�ARE SUBJECT TO:,VARIATION, ar ''' : DRAwN ',IMFB NTRACro . DATE KENT;,, WA 980321 p ,,: 5 FOR REPLACEMENT OF SAID MONUMENTATION SHALL.. ALSO BE THE IF CONFlJCfS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT'; BARGFNIISEN '' <r. ". E� CONSULTINO:'ENGINEERS': IINC.TORESOLVE ALL PROBLEMS PRIDRTO'PROCEIDING:'WRH (425)251 -6222 d :LNG FIVE.. CFiECKEDI :HPG SCALE -'; FIELD 9ooK PAGE_ W' E CONTRACTOR. CD STRUC71: IENG - 251 6762 E, :. �.. APPROVED wr�cr aueuc xoaus SHEET '1 OF DATE (425) m W N► J /OO _, /� / s l l CANNED 1 1 MAR 2 8 2003' I. F I Iii TAM TEL ,I I I, I < I I ,. �: li" Y3 1 O�.' II f f �': f oFPP'S 4 + III f �I "vl '5 a t11t '. LEGEND: PROPOSED TYPE I CATCH BASIN b P EXISTING TYPE II CATCH BASIN Ir - (7 EXISTING TYPE I CATCH' BASIN P t:su E PROPOSED STORM: EASEMENT m PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE ----- - - - - -- PROPOSED SANITARY SEWER .LINE it PROPOSED SANITARY SEWER :MANHOLE ®'.. ! P PROPOSED SANITARY SEWER CLEANOUT z E . O C CONTRACTOR 0: : REPLACING A U) R I EXISTING SANITARY SEWER LINE R F - - s s E EXISTING ,WATERMAIN. -w- - R REGISTERED F EXISTING FIRE IHYDRANT'- W WASH( 'PUBLIC COMER SHEET I :.112TH ST. INTERSECTION OF NE 8TH ST. & UNION AVE W 1/4 CDR SEC 10-23-5 CITY OF,.RENTON MON #1848:: FOUND 1..1/2' BRASS DISK.: W/ PUNCH IN CONCRETE IN CASE (10/97). N= 183748.81506 E= 1671255.9645 ELEV. 411.29' (125.36 M) 1 1 VICINITY MAP LEGAL DESCRIPTION THE WEST 2101FEET OF THE NORTH 210 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OFTHEI NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 231NORTH; RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING. COUNTY, WASHINGTON;' EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD. PURPOSES.' BY DEED: .UNuE RECORDING NO. "4797344. HORIZONTAL DATUM I- BASIS OF BEARINGS= `° THE NORTH LINE OF NW 1 /4'.'SEC. 10 TAKEN I AS IN 88'38'58 °. !.W 1;' I VERTICAL.. DATUM'': - BASI& OF ELEVATIONS''. W.,, NATIONAL VERTICAL DATUNn',Or. 1988 NAVD 88. Z �I PROJECT BENCHMARK Q CHISELED SQUARE IN. S.E. CORNER OF .CONCRETE' FOOTING FOR, MAILBOXES E N WEST. SIDE OF STREET ® 12014 HOQUTAM AVENUE. KING :COUNTY .SURVEY CONTROL BENCHMARK No. RENT1907 n Ib°n M'I I ELEV. ,'.472.87FEET aj r I SITE BENCHMARK SET "PK" NAIL IN ASPHALT � 0 N.W.. COR. DRIVEWAY 1. ON SOUTH SIDE OF S.E. 116th . STREET Ell • .438.82 FEET INDEX TO SHEETS: M I of s covER sir I 2 OF 6 SANITARY SEWER EXTENSION PLAN' E 3 OF 6 WATIEFUM EXTENSION PLAN 4 OF 6 SA wrARY SEVYER PROFILE, NOTES AND, DETAILS 5 OF 6 WATERIIIIIM EXTENSION NOTES 'AND DUALS 6 OF 6 SANITARY SEWER AND WATERMAW EXTENSIONDUAB.LS 3 - m APL f? GR g �F WA'y F vl 3975 y)STEA 0 Y RTMENT N F NA RAT OR OBTAINING R PERMITS REMOVING FROM THE AL ENG ti ( o E FULLY RESPONSIBLE FOR FOR REMOVING AND . PARTMENTNOF NATURAL EXPIRES 3 � 10 ^ i MAY BE AFFECTED BY CONSTRUCTION 1 D WAD 332 -120. APPLICATIONS MUST BE rOMPLETED BY A y NEYOR. APPLICATIONS ;=OR PERMITS TO REMOVE MONUMENTS :. -. CITY OF RENTON I� )M THE WASHINGTON STATE DEPARTMENT OF NATURAL- I I. :.I I '. ' � '. , � I " ' ! DEVELOPER- I I _': ..,... CEP r.. - u8,__,1__ ONTACTING ;THEIR OFFICE BY TELEPHONE AT 1(206):.902 1190. CHRISTINE BALYEAT I ARTMENT OF P WORKS N.4 '. UTLITY.I.ICT.NOTE� '. 18724 S.E. 43RD( - .STREET . :, RTE DEPARTMENT OF NATURAL RESOURCES ,.., i, CFECKM FM COMPLIANCE TO CRY STANDAND8' QQ' S� COVER SHEET p JRVEY OFRCE : CLeL(�p "., ,, �: I -� : (425)1 643- 14861027 .: S.E. 'THE CONTRACTOR SHALL,;BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH i'I I: �'', ON STREET ONTACT:, WA 98 OF ALL EXSNNG "UIIILRIES':WHEIHER.:SHOWN ON'THESE PLANS OR I'NOTI BY I POTHOUNG THE v �:. z .. VGi0NS81504 -7060 : '.E '. .:. .. UTUTT SAND SURVEYING,::THE ..HORI20NFAL`AND VERTICAL LOCATION TO CONSTRUCTION... : '. a. ,... Ifl '. .,: ,.. .. .. _,. „ (DATE.: .: ... . BALYEA I. NO .I _ � I ENGINEER. T S. � RT PLAT CANE.® 1..800 424 - 5555 =AND THEN :.POTHOLING: ' :r. SHAL4.IINCLUDE.CAWNG U71LtiY.IA ,.... �:.'� .::. ��... ....�.:, , n CONSTRUCTION, ALL MONUMENTS DISPLACED „REMOVED,.OR ALL OF THE :.IXISEING,UDLTRESiAT'LOCAIIONS IOF':NEW URLEEY CROSSINGS TOIPHYSICALLY ':_ HAL'..P.. G UB '.P:E.; O' ', O DESGYJED ':JGH I' O. ,REPLACED BY IA REGISTERED LAND SURVEI'OR AT THE COST. AND VERIFY'.WHEDiER OR NOT':CONFLICIS'E)(IST. LOCATIONS OF SAID UOLLTIES AS SHOWN ON THESE -•,. R 8,.. s y , 21 +. I... DATE 3/14102 FILE NO '... . ,, ... THESE, 72ND(AVENUE SOUTH,. 1 7' .THE, CO R PURSUANT TO THESE REGULATIONS. THE PIANSI ARE BASED UPON (THE UNVERIFIED PUBLIC INFORMATIONIAND�ARE SUBJECT TO:,VARIATION, ar ''' : DRAwN ',IMFB NTRACro . DATE KENT;,, WA 980321 p ,,: 5 FOR REPLACEMENT OF SAID MONUMENTATION SHALL.. ALSO BE THE IF CONFlJCfS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT'; BARGFNIISEN '' <r. ". E� CONSULTINO:'ENGINEERS': IINC.TORESOLVE ALL PROBLEMS PRIDRTO'PROCEIDING:'WRH (425)251 -6222 d :LNG FIVE.. CFiECKEDI :HPG SCALE -'; FIELD 9ooK PAGE_ W' E CONTRACTOR. CD STRUC71: IENG - 251 6762 E, :. �.. APPROVED wr�cr aueuc xoaus SHEET '1 OF DATE (425) m W N► J /OO _, /� / s l l CANNED 1 1 MAR 2 8 2003' I. F I Iii TAM TEL ,I I I, I < I I ,. �: li" Y3 1 O�.' II f f �': f oFPP'S 4 + III f �I "vl '5 a t11t '. W N► J /OO _, /� / s l l CANNED 1 1 MAR 2 8 2003' I. F I Iii TAM TEL ,I I I, I < I I ,. �: li" Y3 1 O�.' II f f �': f oFPP'S 4 + III f �I "vl '5 a t11t '. N,E. ,21 ST. o SANITARY SEWER EXTENSION PLAN INTERSECTION OF NE 112TH ST. &UNION: AVE NE ■ , I' SECTION ;1,10, 1 TOWNSHIP.,. 23 Kil I�ANGE...15 I E., SEC 10 -23 -5 Cf(Y OF RENTON' 1 °2O N '11 z' , PUNCH CONCRETE IN CASER(16 /97) W/ D ,O 2D WILLAMETTE' MERIDIAN, INKING COUNTY: N= 186373.1000. I (I E= 1671236.85DO' � ELEV. 415.95' (126.78 M) d NOTE- D.. IZ SAWCUf IX ASPHALT & REFEACE.IIN KIND SEPARATE PLANS, REVIEW AND APPROVAL ARE`REQUIRED CONTRACTOR TO FIELD LOCATE AND AFTER INSTALLATION OF WATER &I. SEWER LINES. (L z J O w PSEWER READ TO BE OBTAINED FRGM KING COUNIY� THE AFQ1U1 NTj'. VERIFY VERTICAL, AND HORIZONTAL _ G SIDEWALK AND LOCATION OF Exurm SAN. SEWER �t STREET IMPROVEMENTS OF CURB, MAIN PRIOR. TO CONSTRUCTION. NOTIFY FOR IL CHI �'., _ I _ A i T__ BCX ': ENGINEER OF ANY DISCREPANCIES. Z " --- 1;17912ti e_ 1__ T® 04 PRIOR TO CONTRACTOR 'MAKING CONNECTION /-P0* FIR CL. ay 'ST a 1o+o3:ss o.as RT. } d ,� r c S.E.1116TH _ G STREET' - 6 DD Y j - fEm. - 1£ -�ta.S �3 V) IE 8 PVC E -41 O ". . Fp^ - - -- - - - -- -- --- - SAWCUi.:IX: ASPHALT & REPLACE IN KIND as NN I ' II I OUTSDE DROP -: -- - _ - - WT NN N- 184959.9164 ',. '1 '::, tYt'E - - NEW- IE- .420.5Z - -- - -- - -- -- - '- --------------- --- -- -- NES. - W_ _ -w- - , �PER_D IL': SHEET 4 - W _ _ _'. E=7 3010.6210 INSTALLATION & _ _ I 9 +00 W - - - - W_E r+r _ W:- ,,.. �-�'� - ... -._ - __ -_.... ,a.._r'E•, - -- yY 11 W - - - - - _ - W _-� rNe n : � W+ - - - W-------------------- GS - - - -_ E L - - -- t 4c.fi Sc• 2 I CONTRACTOR TO Fl ELD,IOCATE AN x 4Eti =M STA 13 +28.W _ RTI AL AND, ORIZO R tt. 4 ; - ___ ---- - - -- LOCATION SAN. N _ 7849518297 Q MANHOLE PRIOR TO CONSTRUCTION: C 7=426'.4'9 CIES: SCREPANNOTIFY ENGINEER OF ANY D i PRIOR TO CONTRACTOR MAKING CONNECTION. E.. D LBOX a _ STA. 10+ 82 30.0 RT. t� 21 O8� SiA 9+00.00 BALT'Iv7T SHORT PLAT =. - S8 9'39'E JIM STA. 14+42 00 RIDGELY ESTATES ' W STATIONING ON S.E. 116TH STREET'.' N- 184930. 15' x... -B 1 j_� 1 L ..6.t,.,La` - -- < E=1313007 3748. _: ; :. -I �:,. .'� ,,.L r �_. '1{n;G 1, EX. V��.�" ifs s Y zglvv�� Z. CITY OF RENTON MONUMENT #BO6:FOUND 30 LF 8' SS':1® O.SOX t, '- rIUJvU �%; - �1 -0 3 \ I j. , h nr�I7. W DISC till ON A ex4'..CONC. t... : i 1 -1 'NO= - 4----- - - - - -- it :I 1 om • 2' BRASS QTH STREET & UNION - MONCASE AT N.E. 1 ( x, 3s °FR Z nw AVE. NE'(Ot /01)'' PEW TYPE 1- 48'3;0, ! mw= ,1 E- 1671246.40731. PJM- 0 Ri. 1._. : �=�:; r N- 165060.8803 IE- 0 1 E I n Q _ ST 1 t Of 13.33, 30. Q.. o \ 27.0 8' y ne�< ' I;. y IE -420.9 �8' OUn I f •!_ x IQ Q `o I NEW C OF ,%.. _. 16' PLUG IW 2x41 fCKE a f� _____ `,, is ' 13 LF 6' PVC .I 3 r I IE= 428.0.. - " i SS ® 20X MIN-' I co, E1-�-1 X01., REMON SEWER I ✓ I o, ' I.. -- AREA EAST OF FENCE Za U,, J 7 >'eP- PSB` -f s f- ao EX. "- 3 E �I <., _____r - - -i. - /� -CC .0 ..04a ,:G.CfiCHa9E'�T �E-W�y a, Q. - - w I 1II I,{ I: ,° 1190 SO. FT. .__..._. _.___.._._._._ .- ..._..___ ..... .._ ?EC- .- :.s-- b�F�yc W rn ZI io / [ PAD EL =435.5 + <. I. bEW S8C0 CONTRACTOR. TO LOCATE 'EXISTING, r RIM- 438.51 SIDWER OUTFALL AND NOTIFY Im i .� Uil_ITY N �-� g IE= 431:7 .'ENGINEER OF ANY DISCREPANGIES 'c. 56 LF 6' PVC SS ® 12A4% - I DISPERSAL TRIEN fIE¢430.0 i �I aeo �' ® �' 'E (MIN. 2.0% SL PE - REQURED) �,. TOP SEWER 427 ®¢: LOT JI r _ m o_ < INTERSECTION OF NE 8TH Si & UNION AVE NE c - _ 14. cn W 1/4 COR SEC 10723-5 CITY OFRENTON '" N • _ J1848. FOUND I/ RASS9�SK W / INCH IN CON CRETE 1INCASE( / ) 4 q N=183748.6606' 97 F 6' PVC ay ___ E- 1671255.9645 - I $ 3 ELEV. 411.29' .125.36 M) .3 I (MIN 2.0 SLOPE REQUIRED "-" s `� 2 BENDS ' NEW 38(:0'1 i l 13 1 6' PVC _ °oI' _ E o - �j 1 ,(' �, � RIM -435.3 '. � I SS ®2:OS MIN: o� DISPERSAL TRENCH (43001 - --' IE= 430.30 " v I It SEE SHEET 4 FOR TOP SEWER 426.0 `` i I IEM4 OSt i :u z U I 6' PVC SS ® 2.0% . .«� e + - . S4 4 o 2:0 %SLOPE REQUIRESANK SEWER PROFl w o 'sM 56. LF 6' PC ISS ®10:59% r _�c- �__• I o v� I <4� LOPEI REQUIREO €13: ` '�-�- -- --------- -------------------- -- --- 1 IE= 428.0. A 0 ¢ s Uc o r! 6 PLUG W/ 2x4 STAKE 1_ I o IE =431.0 CONTRACTOR TO LOCATE EXISTING n n�i J SEWER OUTFALL AND NOTIFYw E� M LOT 3 1 D EL ' < ENGINEER OF Al DISCREPANCIES. o NEW''38tVH LOT 2: STA. 10 +,6.1 , 2051 RT_ r UTLIIY PAD EL -436.5 _ RIM - 430.07 - ...... - ' DISPERSAL TRECFI .0 1 IE -422.0 B CHANNEL TO S) r. �. TOP SEWf72 4 n /L., POWER i }IF ;. - 1 sAIIIIIIIIIIIII 1 4; "' rT I o IE =421.9 �8 OUTS s 1 Q c _ Es1 -t �.a B iE 7zC � _ !`/ / SIM E 1 \ 2113' j GUY �: 3 k lc ur. _ \ - i � F- , i 9 � c -.... . -. QF'. WA I I II �n1 1 I 975 A SJ�NATELE�G�e��-),6.OS O EXPIRES 6-10-03 I 1 CITY OF RENTJ ^I DEVELOPER: III 1 CHRISTINE BALYEAT �EPARITMENT OF PUBLIC WORKS. EFECJKEO FM COWUAWE TO CITY 8TAWARDB ,6724 S E. 43RD STREETI ^ SAN(TARP SEWER EXTENSION PLAN ISSAGUAH WA 98027 Q' t� (425) 643' 1486 �I 0' CONTACT: Q'�I. Z 'Z'. 3 �o1 11 I I I I TE ENGINEER • � I e ': I BALYEAT SHORT PLAT111 m GRUBB, P.E. DESIGNED c JGH O H2L P 2ND - AVENUE SOUTH( Zs y. Dw,, MFB DATEI:3 /14/02 MILE NO. 7: " TE KENT. WA 98032 G� 0 (425)251 87 A' E N G aPPROVEO 1 crow ruauc r.s gELO sooK 'PnoE LL! (425)25i-'6222 T G 1N 0 82 FAX 2 I. 6 'U / �c cRECKF� HPG scALE AS SHOWN. oR. TE SHEET SCANNED MAR 2 82003:. S : I.F I�1 I I I '!� FR cN „,... M F v ] t 9 , I III I i I 1 r I.i. i Jill, Y SANTARY'SEWER NOTES AND S' CATIONS 1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RMTON UTILITY DEPARTMENT.AND THE LATEST:. EDITION OF': THE WSDOT /APWA STANDARDS AND :: SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UMITED TO.$:30 A.M! TO ON V Q � 4. ALL LOCATIONS OF IXISTING UTILBIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION'. 50 AS To ........... ...... -.. W Q O SEA. s0 +0329,:-046 RTi :: S.E. .916TH ST. =0 +00 00- =43311 AVOID DAMAGE OR DISTURBANCE ::: :: : '. ::: :::. :: EX - - { - = - .. - ... .. '.OF - - - - :. FIELD -VERIFY - :.... Q T 5. , A. PRECQNSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO RIM ..: IE B PVC E 416 00 W Z CONTRACTOR. TO ; : :: VERTICAL AND HORIZONTAL LOCATION - - : _ ECUREGALL NECESSARY PERMITS PRIOR TO BE CONSIR�TION.�ONSPECTI N WILL Z. .: : m Q 1- LE 8 PVC W=413.91 436NEV! IE 4141£" B" IN ) BE ACCOMPUSHED BY A REPREMUATNE OF THE CITY OF RENTON): R SHALL BE THE OF EXISTING WATERMAIN PRIOR TO, ANT CONSTRUCTION: P TC CONNIRACTOR .. :. -...: >-' 0 Q .... - . -..:. CONTRACTOR'S RESPONSIBILITY 10 NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN - w a MAKING CONNECTIRIOR ON ADVANCE OF BACKFlLUNG ALL CONSTRUCTION. - . .. Q CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION: AND FOR THE SAFETY OF WORKERS AND OTHERS; ON THE CONSTRUCTION Z Z 8 D.L CAP W 2 iPLUG & 2° TEMP BLOW OFF ASSEMBL ¢ M N7. NEW 10" fGTIY OF RENTON) WATER UN EE BFJNG INSTALLED BY IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY �`� - .. : " : ': STA +2775, 7.50'�LT .. _ {PER an OF RENiON SIDS) CONC. 6LOCKING - .. .. OTHER RELATED PERMITS .PRIOR TO ANY CONSTRUCTION. DEVELOPER.. F RIDGELY, PLAT W -3950 '. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORI.S DEPARTMENT SN - TAKE ... ,.. - . :: " .— PRECEDENCE OVER ALL OTHER PLANS.. q3Q..:. - .:) 9. AOOPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION a .. :..: ? o' ... ..... ... ..._` . 178 TE a -D.I. W - .. - -.. _ ..... .. 4'30 IS i IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN�IAS -BUILT DRAWING OF 1n .. ... .. .. THE I SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A:LICENSED o. PROFESSIONAL' ENGINEER OR LICENSED PROFESSIONAL I SURVEYOR. it d 0 11. BACKFlLL SHAM.'. BE !PLACED EQUALLY ON BOTH SIDES OF, THE PIPE IN DYERS WITH A LOOSE CONCRETE: wT w AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTIi OF, 8 INCHES, I; THOROUGHLY ;TAMPING EACH O..O LAYER TO 95 PERCENT OV,MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND -', SIDE OF THE PIPE OR TO,1HE SIDE OF THE TRENCH. a 3 E- - : .... FOR ONE PIPE DIAMETER ON EACH TO COMPLETE THE FILL OVER PIPE SWILL BE THE SAME AS IDESCRIBED.I ..:. .:.:. - - -: : - :. - .... ... ✓-' �, 12. OPEN CUi ROAD CROSSINGS FOR MMiY: TRENCHES 'ONI IXISITNG'TRAVELED ROADWAY 'OPEN NE1N.8.85'';OUL�E DROP . . . . ::: . : . : . :: :CONSTRUCTION::PRIOR TO CONTRACTOR :::: SHALL BE BACKFlLLED WITH' CRUSHED (ROCK AND MECHANICALLY COMPACTED. I CUTS INTO THE EXISTING, (ASPHALT SHALL BE NEATLINE CUT WITH SAW 1 IN A 'CONTINUOUS. ONE. A. AND U TEMPORARY MIX PATCH, MUST BE PLACED IMMEDIATELY AFTIR BACKFlLL COMPACTION. A PERMANENT ( HOT MIXIPATCH SHALL BE PLACED:'WIHIN 10`DAYS.. AND - - - •� SHALL BE PER CITY OF I RENTON CURRENT STANDARDS. m 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. a c 41 •c 14. ",J_' DlS URBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE �.. o SATISFACTION. OF THE, DEPARTMENT FOR THE PREVENTION': OF ON -SITE. EROSION AFTER THE STA 2+06 .26 SEWER a P COMPLETION. OF.'CONSTRUCTION. ' 15. ALL PIPE'AND :APPURTENANCES SHALL BE DUD'', ON A. PROPERLY' PREPARED. FOUNDATION IN .. ACCORDANCE WITH SECTION "7 - 02.3(1) OF THE CURRENT STATE'; OF WASHINGTON STANDARD EM 40 8 IN) IE 422.0 8 CHANNEL TO -. IE 4219 8 OU17 S:):.. SPECIFICATIONS `FOR ROAD AND I BRIDGE' CONSTRUCTION. THIS SHALL iNCWDEI NECESSARY LEVELING OF THE, TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT ;AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE .. ... 0 50 TIiAT THE ENTIRE LENGTH OF THE PIPE WILL BE.SUPPORTED.ON A UNIFORMLY DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA. GRAVEL 6 INCHES ABOVE AND .BELOW THE - 30 :LF:8 ': PVC. SS : 030%' PIPE.:.:. 16. SANITARY SEWER PIPE' SHALL BE POLYVINYL CHLORIDE'. (PVC) RUBBER GASKETED T ASTM D 3034; SDR -35; OR 'DUCTILE. IRON CLASS'50. r 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL ti „ y DIRECTIONS TO MATCH PAVING. 2 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 0 0 0 11 k °°11 -r ` 0 0 0 x x RAISE -1/2" WIDE BORDER a� ii 0 l0•• 3/4 "�I 5/8.. I 1 15" CAST IRON RING AND COVER Z 0' PIPE MATERIAL AS SPECIFIED to BY THE ENGINEER SANITARY SEWER PROFILE, NOTES I AND DETAILS 6° MINA /... \ MIN" 6 "MI+ / + / - ..MIN. - I- PROPERTY LINE 1/2 BLIND FLANGE AS DAM 3• -0•' MIN. I 1/2 PLUG AS s• -0" D.I.P. TEE CL50 FUTURE ONE LENGTH OF DUCTILE IRON 6" BUILDING SEWER PIPE BUILDING SEWER PIPE (CLASS 50) TO SOlJD TYPICAL � TEE ONE LENGTH, OF DUCTILE IRON 37 BEARING WHEN SPAN MANHOLE \ \ 2" MIN. PIPE (CLASS' 50) TO SOLID w IS MORE THAN 4'. > BEARING WHEN ��SPAN z J 2 "x 4" STUD SERVICE MARKER PAINT UPPER FLEXIBLE JOINT'' \) IS 'MORE ';THAN .4'. TEE WITH G" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE -j I r WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS. 6" MIN: AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER w EXTENDED TO THE TOP OF THE STUD. I I � 0 o' UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FLEXIBLE JOINT WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 LH PIPE SEWER MAINS ARE TO BE CORE DRILLED CAST AL' a Q. BACKFILL WITH ORRDUCTILERIRON PIPE PE. COMPACTED MATEERIAL. S ENGINEER 6° MIN: ENGINEER BY BLOCKIND EGNERE E D.I.P. CI.50 I I ♦ y� P�`E 9 WITH MIN. 4 6° MIN. I :ALL PIPE EXCEPT DUTILE IRON. SHALL BE r.�" TnPy"C EA SHACKLE:. RODS : - :CONCRETE ENCASED_ PE MIN SLO 1 1" MAX. CEMENT CONCRETE GLASS POURED IN PLACE p HORIZONTAL CEMENT CONCRETE " .. W SIDE Dur�Er.. TEe, CLASS CBLOCK "' :�, 90' BEND s° MIN. SEWER MAIN L- SEWER'MAIN POURED IN "PLACE _ (TYTON U -651) STANDARD SIDE SEWER INSTALLATION CONCRETE BLOCKING. ANGLE � ._, SEWER MAN TO PROPER "h',LINE BE ` 'DROP CONNECTION FOR SANITARY: SEWERS OF TEE AT MAIN OVER' TYPICAL SIDE' SEWER ELEVATION D.I.P. 90' ND - ( ) 1 CL.50 907 X N TYPICAL -: MANHOLE ( ) FOUNDATION ELEVATION: DUCTILE IRON CONSTRUCTION DROP CONNECTIOND CITY ADOOTR NIT NUTE1 ADOPTED. CONS LTTY OF RENTON DROP CONNECTION ♦ ♦ �otr UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL. HAVE A MINIMUM. 5' COVER AT PROPERTY ♦ Stana�a pi- Stanaerla nom ,. LINE: OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 0 IST DATE 12 /15/91 '.IST DATE: 3 /6/95 BY: APPR DWG. NAME: BW78 SP PAGE-B075 DATE REVISION': DWG. NAME: BR39 SP PAGE: 8078 DATE REVISION BY APPR D 12" B FIBER PACKI svb3l I° v f W - J?/®a ) ..... ......... .... ...... x sSUH ..._...... ......... ...... - .....--- ------.. - ----- - -- ---... .... . -.... ............. ......... ...- ........... ...... -.. SEA. s0 +0329,:-046 RTi :: S.E. .916TH ST. =0 +00 00- =43311 ... ... `�' ::: :: : '. ::: :::. :: EX - - { - = - .. - ... .. '.OF - - - - :. FIELD -VERIFY - :.... GRADE ® -q ... S E 116x-1 ST. .. - . .. .. ... .. - .. . w .:. .. . ... . RIM ..: IE B PVC E 416 00 ... i CONTRACTOR. TO ; : :: VERTICAL AND HORIZONTAL LOCATION - - : _ I STAL .. - - Z. .: : LE 8 PVC W=413.91 436NEV! IE 4141£" B" IN ) OF EXISTING WATERMAIN PRIOR TO, ANT CONSTRUCTION: P TC CONNIRACTOR .. :. -...: STA. 2+0528 750 LT. - . - 1 8 VERTCAf CROSS IIwNG�. ( ) .... - . -..:. M°o - - w a MAKING CONNECTIRIOR ON 2 8 PLUGS MJ� - 4 SRBu CF�K Y I - . .. _.{ 1. : y4 - - 8 D.L CAP W 2 iPLUG & 2° TEMP BLOW OFF ASSEMBL ¢ M NEW 10" fGTIY OF RENTON) WATER UN EE BFJNG INSTALLED BY .: _ �`� - .. : " : ': STA +2775, 7.50'�LT .. _ {PER an OF RENiON SIDS) CONC. 6LOCKING - .. .. o DEVELOPER.. F RIDGELY, PLAT W -3950 '. .. 4� L_F 8 Age -j) ... ,.. - . :: " .— .. q3Q..:. - .:) ..:.. _ -.DJ --W °0 ...Q :. _ - 6-GATE VALVE -(FlxW) .. : �6 D.L EXTENSION a .. :..: ? o' ... ..... ... ..._` . 178 TE a -D.I. W - .. - -.. _ ..... .. 4'30 E 1 -5 1/4 MVO F.H.'. ASSY 1n .. ... .. .. GOING., . BLOCKING CONCRETE: .. CLASS 3000 .. .. - - . 425 ... - :. .. -... . .. ! .... - : .... - CONTRACTOR TO FlEID VERIFY ... :. VERTICAL.AND HORIZONTAL LOCATION: :.:.. :.- _ .... OF F)05DNG SAN.: SEWER! PRIOR'. TO ANY..... ..:. .:.:. - - -: : - :. - .... ... .... -.:. 425 ... ..... . 30 NE1N.8.85'';OUL�E DROP . . . . ::: . : . : . :: :CONSTRUCTION::PRIOR TO CONTRACTOR :::: PE ' DEFAII.'THIS:SNEET ...: - - .:. - - - - - - - MAKING'.�CONNECTION :.:...... ... .. . . 42Q .. - ..:. 420 NEIN<� STA 2+06 .26 SEWER :: .. P 0 +3120 SEWER .. - RIM =4300± .. EM 40 8 IN) IE 422.0 8 CHANNEL TO -. IE 4219 8 OU17 S:):.. .:: IE 4209:8° OUT) .. .. .. ... .. 30 :LF:8 ': PVC. SS : 030%' 415 �P F 0 W 2 vla 3975 ��p 0+00 1+00 2+00 �Q- S /ONA 1 SANITARY SEWER PROFILE VIEW EXPIRES 6 10 -03 SCALE: 1"=20' HORIZONTAL 1"_5' VERTICAL �,,. CITY OF RENTON 00 I DEVELOPER DEPARTMENT O'. F PUBLIC WORKS ^: ;: Si1NE BALYEAT'; -_-_ �i....HAI: 1 F- F- i (/) V) CL CL Zy CL 1 0- Z lx-! w W o N o Q Z NE 112TH ST. w I INTERSECTION OF NE 112TH ST. & UNION AVE NE W NW CDR SEC 10 -23 -5 CITY OF RENTON 71 "�2' Z MON {J159. FOUND 1 1/2' BRASS DISK W/ I PUNCH IN CONCRETE IN CASE (10/97) 0 10 20 40 N= 186373.1000 E= 1671236.8500 k1\00\4 y� �> ELEV.= 415.95' (126.78 M) SAWCUT EX. ASPHALT & REPLACE IN KIND Z AFTER INSTALLATION OF WATER & SEWER LINES. 0- PREVA€E ROAD Z r; AVE NE 03- 7hAVE_WE DO W6 TYE% La - Y � RJM= _... -STA. 10 +03.2 , 0.46 `RT. c� IE 8' PVC 1-"M d 'A ON .._- - ......... clicli NN NEW 88 OUIDE DROP - w - _ N• 4 . i PER RE7p SHEET 41 - w - - _ 9 +00 - - - j CONTRACTOR TO FIELD LOCATE AND (j 1 Q VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING SAN. SEWER MANHOLE PRIOR TO CONSTRUCTION. R V £ NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONTRACTOR MAKING CONNECTION. I STA. 9 +00.00 BALYEAT SHORT PLAT= STA. 14+42.00 RIDGELY ESTATES STA. 10+0 .82 30.0' RT. LLJ STATIONING ON S.E. 116TH STREET N= 184930. 815 w. ? vl Z E= 131300.3748 I zI CITY OF RENTON MONUMENT #806 FOUND 30 LF 8' SS ®L 5a?x E 1 2 BRASS DISC W/-X- ON A 4'x4' CONC. omm MONC:SE AT N.E. 10TH STREET & UNION a' I N0 Q AVE. N.E. (01/01) NEW f 6117 TYPE 1-48 Q. o r STA. 104 Of 13.3 0 �T b D N= 185060.8803 0 E= 1671246.4073 RIM= D PT, ,��IE= 8' IN) f ul �e "' SO bf- -420.9 (8" OUT) O o 3 I� 4 NEW C OF 1E1�-1 O RENTON 3AN. SEWER J IL.. `;M - PwR ./Y .y. E--4 PIP�y a' Q Rc.re� F+i rn �I (Ylidir N c Q 1 o ON c c c d. 3 2 � a a 4 a alai a : S =1 Q au�im � x N N t\C O Vl V U U a a a m 00 N N N 2i E, a: = 04 z vw�P•,% �I� 56 LF 6' PVC SS O - .ipIRM' (MIN. 2.0% SL )PE - REQUUFED) z ' INTERSECTION OF NE 8TH ST. & UNION AVE NE W 1/4 CDR SEC 10 -23 -5 CET`( OF RENTON MON ;1848. FOUND 1 1/2' BRASS DISK W/ PUNCH IN CONCRETE IN CASE (10/97) N= 183748.6606 E= 1671255.9645 ELEV. 411.29' (125.36 M) SANITARY SEWER EXTENSION PLAN SECTION 10 TOWNSHIP 23 N., RANGE 5 E., WILLAMETTE 'MERIDIAN, IN KING COUNTY, WASHINGTON r NOTE- SEPARATE PLANS, REVIEW AND APPROVAL ARE REQUIRED CONTRACTOR TO FIELD LOCATE AND TO BE OBTAINED FROM KING COUNTY (BY THE APPLICANT) VERIFY VERTICAL AND HORIZONTAL GJ ,ANCHO,R FOR THE INSTALLATION OF CURB, GUTTER, SIDEWALK AND LOCATION OF EXISTING SAN. SEWER STREET IMPROVEMENTS. MAIN PRIOR TO CONSTRUCTION. NOTIFY e� ENGINEER OF ANY DISCREPANCIES. _ i- Jw � PRIOR TO CONTRACTOR MAKING T i NtJ- C.. P CONNECTION. GUY Yak aC;Lc IN E=� G d-+ � NIWg.a4� •�® - Try..._.._ tc _U41:�di�kE S.E. 116TH STREET -O i =- 415.69 - ------ --------------------------------------------------------------- SAWCUT EX. ASPHALT & REPLACE IN KIND - - - - -- AFTER' INSTALLATION OF WATER & SEWER LINES. VALVE = -Nu�� !_�- 4?A.57 " " - - - -- - - - -- -- -- - - - -- - - -- -w- -- --w - - EX. s ---- - - - - -- �2 sc - _ -W - - -w- - ---- - - - - -- -_____ - -w- - - Fl +cam -E: - - - - -- - - -w- - - _w- _ -- 5'C1aa' nttF'as' s6=f- _ ��` Orr -� W -42c :6 t, -- w- - - - -- - - - -- - - - - -- --- - - - - -- w- 3L+8(� - -- - -_ -- - - - - - -- i --ETC. Sig EAS -ME.N; t ia4 f-------------- i - -- --- -- -- --- - - - - -- -STA� .93 +02 Rec N„ 4r91 k a I .> o -.. -- - - -- -- --- --- - - - - -- - E= 1313335:2477 a , EX. T,?dt BOX ..:,.- n . - \ ,EX. ViEil S!CN -- 9'31'E 21 08 i = -T . r „_uCk WALL c Y LLl rtArt_R 30 t - I • Y t (2)13 DECICUGUS _ cd w f c k;NANG -EX. 3 O K +YALE 9 "FIR 1 1 I ,:. EX. ' v e:P,?T6!E T be 6' PLUG W 2x' E a "`-'i � "a fO r 13 LF 6' °VC j IE= 4EBc`f i.. i 7 `--I` z 1 SS ® 2.0% MIN'S All) 7A I 1 1 is rn _ ' 1 AREA EAST OF FENCE �O.. li F.X. ;;ARAGE �I t` i. ��..��T� i ��` CC:.UPA °�GNA� ENCROACHMENT w (I 1I 1 EX 1 1190 + SQ- FT. `SHED I LOT 4- I PAD EL-4355 CONTRACTOR TO LOCATE EXISTING,'z - I ; i l REM= 4B{t SEWER O IIFALC AND NOTIFY _ _ _ _ _ - _ IE =431.7 a j ESUTLrTY ANY DISCWAIK J i it o Q ` I ✓ Ij L -- - - -'- -- ; I o LOT 1 I r; j o N k N 10N° Inn 97LF6' PVC.SS, q 9.07 'SLDPE m a 1.7; S _ Y 1 LI I i 4Al\/d 2 ... .. BENDS L. I K i 1 iI 13 LF 6' PVC pl . r 1 _ 888'29'31'4 5WH RIM = 437.78 iE 8" FIVC E= 425.49 fE 3" PVC W= 426.34 f DISPERSAL TRENCH30 O L_ , i 1 �a I i TOP SEWER = 426.0' S - i NEW SEE SHEET 4 TOR f ( _' a RIM= 43&16f SANITAJIY SEWER PROFl I 1`___________� IE =433.0 LF ¢' PVC SS 02.0% N N. 2 . SLOPE REQUIR 56 LF 6' SS ? + R 0 LOPE REQUIR II V 6' PLUG W 2x sTA - - - - - -- -- - -- -- �' 4Z�T•9 y�1 °} 6- PLUG W/ 2x4 STAKE ! IE 7 ' -434$ O CDuro.A.rvT.^.P. TO L ^..C..w..Ic�'rnur tt 12, ROAD E,1 h E,:N / � i LOTS SEWER OUTFALI AND NOTIFY a C. N 3455C$4. f ` PAD EL ENGINEER OF ANY DISCREPANCIES. I NEW SSW i 7PE '1-48' i LOT 2 -- -- UiLITY i PAD EL -4365 I, �Z RIM =439Ai �•7® IE =420 8' CHANNEL S.) a ;wE?? ga�•�IE =4th9 (8' OUT) y" 1471RIi/ y r i ? °rar,IRF I 3C_. EES6!J_(WA j ..C. NO. 49292960 }` \.� �t .� i \ y,, • .ra E nr tR. - ---- - - - --- - __ 1 GUY [ J ETEP i!:.i y t \\ :'r_i \ 9A'E:.N a :�k H AI' FN. h-C!i J F3 s Lf \ P. PL G &>owEFt pE WA y I 975 s�ONA T L L EXPIRES 6 -10 -03 DEVELOPER: CITY OF RENTON CHRISTINE BALYEAT UEPARTMEMT OP PUBLIC WOFtlGS o LY•ECKED FOR COMPLIANCE TO CRY STANDARDS IssaQUAHE WA 98027 �� SANITARY SEWER EXTENSION PLAN 27� (425) 643 -1486 �CrSP$gE ti I� a CONTACT: SssI4N AL,�'� a�Z! 3 L(I 0 7/ QATE ENGINEER: BALYEAT SHORT PLAT EXPIRES 9 // i I DyI 18215 72ND AVENUE SOUTH y y DRAWN MFB DATE 3/14/02 _ � NO. HAL P. GRUBB, P.E. 0 2v DEsaco JGH TE KENT, WA 98032 mG (425)251 -6222 `T /NG EN Gl'�� CHECKED HPG scA� AS SHOWN t DBOOEC PAw (425)251 -8782 FAX APPROVED DATE ow�c�ors rr w3E••r wcaRS ---- - -- SHEET 2 OF- OD OD z m 0 W m SCANNED OaT 0 8io&V- 5= /«�5< C`r) =' /� �.` r'� PAR 28 M3 F_ F-" SANITARY SEWER NOTES AND SPECRIDATIONS 0 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENTr AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 11 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT CL OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE CL APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR q LL MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER j J AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SFF6; 71CATIONS. JL }- 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARF APPROXIMATE AND IT SHALL BE THE W CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO 1= D O AVOID DAMAGE OR DISTURBANCE. Z= 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO SECURE CALL NECESSARY PERMITS PRIOR TOESTARTING CONSTRUCTION.PU(INSPECTION WILL Q BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). R SHALL BE THE >_ c Q CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIILING ALL CONSTRUCTION. Q 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF Z Z Q CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION m 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. B. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED C. PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Lj v 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 19 AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH Y LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND 0 O 3° FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. E.,,t MATERIALS TO COMPLETE THZ FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. rs .n 12. OPEN CUT ROAD- CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED' I:JADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A a' TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND .S COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. DO o 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. a c a �I E 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE o SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE a COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL o AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE a SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE ° PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 3 Ty 17. IN UW PROVED;AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM j o & 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL N DIRECTIONS TO MATCH PAVING. Am rr a a a I' z L) N 2e,5; 0 U U a a a 0 0 0 In ir w :OI M'N z I RAISE -1/2" WIDE BORDER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ■ 10" y„ -T T� 7„ 7 -3/4" B" 15" CAST IRON RING AND Cl PIPE MATERIAL AS SPECIFIED BY THE ENGINEER vw- al- ,i ?p66 wrov -s' -Aloe SANITARY S EWER PROFILE, NOTES AND DETAILS 6" MIN_ / 6" MI 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID TYPICAL BEARING WHEN SPAN MANHOLE IS MORE THAN 4'. i' I FLEXIBLE JOINT BACKFILL WITH \ �6" MIN. EF 7 _ / "MIN. /, 7 /2 PLUG AS DAM VTEE 11 \ 1) \ 2" MIN. I ONE LENGTH OF DUCTILE IRON I PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. 6 MIN. I I I FLEXIBLE JOINT COMPACTED MATERIAL a �° �- BACKFILL WITH AS DIRECTED BY I i I 6" MIN. COMPACTED MATERIAL ENGINEER. I o AS:, DIRECTED BY ENGINEER. D.I.P. CI.50 6 MINI WITH MIN. 4 I 41 I I ALL PIPE EXCEPT DUTILE IRON SHALL BE SHACKLE RODS CONCRETE ENCASED. I 1;1 11" MAX. I CEMENT CONCRETE CLASS C POURED IN PLACE CEMENT CONCRETE CLASS C'BLOCK 90' BEND POURED IN PLACE (TYTON U -651) r. D.I.P. 90' BEND `TYPICAL MANHOLE I DROP CONNECTION FOR SANITARY SEWERS CL.50(MJ X PE) FOUNDATION CONSTRUCTION CONCRETE ENCASED DUCTILE IRON DROP CONNECTION ADOPTED DROP CONNECTION CrrY OF RMON + ®♦ SF.,.r.,,1 plans -T ISr DATE: 3/6/95 DATE REVISION I BY APPR. DWC. NAME: BW18 SP PAGE: 6075 744A. �1 L }' A 1i `# 7 / f e�'"� as lZ 3 12" 9f FIBER PACKI 45 (1/8) PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. DATE I REVISION I BY APPR CONCRETE CLASS 3000 6 INCH OR 8 INCH CLEAN -OUT Y O ADOPTED •� CrrY OF RENTON ♦ �■!� GG �- Standard plans IST DATE:12/15/91 DWG. NAME: BW186 SP PAGE: B076 ■ i ......................... .. tip ... PROPERTY LINE 3'-0" MIN. 6' -0" FUTURE rTEE UILDING SEWER PIPE BUILDING SEWER Li 2 "x 4" STUD SERVICE MARKER PAINT UiFFP H 6" SIDE UUT LET PORTION WHITE ANS STENCIL ON SIDE ARDING 'SEWER' WITH 3" HIGH BLACK LETTERS. AND #6 WIRE `:'TAPPED AROUND THE STUD AND EWER AND BUILDING SEWER d EXTENDED TO THE TOP OF THE STUD. 0 w o UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. WSEWERMAIN " ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl R CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED DUCTILE IRON PIPE. 1-36 MIX MIN SLOPE HORIZ ONTAL /6" MIN. L SEWER MAIN CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE) ELEVATION ADOPTED NOTE, OP BEMN UNLESS ❑THEKWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5'- COVER AT PROPERTY Standard. Aisne LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. I I= DATE: 12 /15/91 DATE REVISION gY pR DWG. NAME: BR39 SP PAGE: P---;8 Op pill j AL AL 7 �, -F .. STA. :10 +03.29 0.46 RT: - W . S.E .116TH -SL . 0 +00.00 RIM *�y:: - 4 �I .: OF' S.E.- Y6TW ST. .. . EXPIRES 6 -10 -03 =4dl4 OZ I JE 8`. PVC E 4f6 00 CONTRACTOR 70 FIELD VERIFY : VERTICAL: AND. HORIZONTAL LOCATION ..... .. MAW : ......... . . CHRISTINE BALYEAT ISSAQUAH, WA 98027 STREET (425) 643 -1486 CONTACT: .. . .: 3.91 `O NGµ IFW�4 8 IN) : OF EXISTING WATRMAIN -PRIOR TO ANY CONSIRUCIION :'PRIOR'TO "CONTRACTOR .. .. . STA. `2 *.....CAI 7ROSS FO FL 14 DA r NN , tir 3 PATE WIW �_ ATE i. 4Q MAKING CONNECTION.' 2.8 PIS : ( ) )e, R 2t' v: %, W DESICWED JGH DATE 3 14 02 Z 02__ g• pI■1�c B':61 2 PLUG , . . BLOW ASSEMBLY Pl b SCALE AS SHOWN- NEW 10 .'(CRY'OF: RENTON). :. :: WATER LINE (BEING INSTALLED BY . DEVELOPER OF RID PLAT- W�2950) NSPALL• ' STA 0+2775, 7.50 L{_: _ .:: .::::. LPER CITY. OF RENTON SIDS:): . . CONKING' - sHEr:T_4 6 OF 43Q .... _.. 4...LF....... D'I .W j-6' GA FixMJ) :z .: . :.. . . 4� ... 49 :IF: 6': D.I. 'EXTENSION :? .. 178 iF :8" D.I.:W: . 1 -5 1/4" MVO F.H. ASSY. M CONC. 'BLOCKING .... .... . ... .. . .. ....... ..... . :.... 0 VERIFY . . 425 .... : - VVE"CAL AND.' ORJZDNTrAL� H ...... . ... A29 NEW.&WOUTS�E.DROP OF EXISTING SAN. .SOWER, PRIOR TO � CONSTRUCTION PRIOR TO CONTRACTOR.: /GSrj� (PER DETAIL THIS S. MAKING CONNECTION: 5 ... . . 1 U:7 420. .... . -.. 420 :NEW:89rti it STA. 0 +31:20 SEWER. :RIM =4sm 43z. ?_& RIM. 4edldJ:.. = 310 ( IE =4�i (B IN) 420.7< IE =4iiA 8 CHANNEL IE =4WtA$ : OUT ¢Z /,gyp EX a" SS 4ZO.b/ �P� 30 LF 8" PVC SS O 0.50% OF WAS / A i 415 _ ..L cis tT R` °�� SANITARY SEWER PROFILE VIEW 0° S /o "A. ENG �I�a SCALE: 1 " =20' HORIZONTAL 1 " =5' VERTICAL EXPIRES 6 -10 -03 CITY OF RENTON DEVELOPER: CHECKED FOR 00IMPUANCE TO CITY STANDARDS CHRISTINE BALYEAT ISSAQUAH, WA 98027 STREET (425) 643 -1486 CONTACT: QI.�`'�� i�1 �Y v r_>EPAFRTMENT OP PUBLIC WOFBKS SANITARY SEWER PRORLE 'rV /�il�ly !11 NOTES AND DETAILS DA r NN , tir 3 PATE WIW �_ ATE OGINEEB: HAL P. GRUBB, P.E. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX °2 20 . y. G 0 `T "''GENG0 BA LYEAT SHORT PLAT DESICWED JGH DATE 3 14 02 Z 02__ � NO' ylI MFB SCALE AS SHOWN- F�sOOK__- _PACE--- CHECKED HPG APPROVED sHEr:T_4 6 OF SCANNED OCT 0 8 Za` �.f3 c_a7,:,,.E!- �'IA� -3 /�(c , _.- _ (n.�1....,.....,- ,,u ■o9TS9ma C°!"): - / r M F R 2'4i� Isle Im i 0 CID Z n 7 JJ n