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HomeMy WebLinkAboutzS-3392SetIJ o� ao C° SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., RANGE 5E., W.M. MA TIN P OP TY H i I N8870'42'1YI I Lr W I i I~ F- i ~ I o- Of Ln in I 299.32' v z I a. H Of k . a : M M m P � o 0 - a0 0 z F r IJ o� ao C° SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., RANGE 5E., W.M. MA TIN P OP TY H i I N8870'42'1YI I Lr W I i �L , 14.00 o- Of -"— - —� I 299.32' I S H Of 023��93� I . CITY OF kENTON : �- OF ' ti0 [5 r S E� a o s O SEWER PLANS i • `�a'�y ri�Ji _ �4 +Ii " 0\ I- N07E 70 CONIRAC7M RECORD ORAWMIGS PRIOR TO RNAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD DR4WiNC5 MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO 774E PERMD77NG AGENCY FOR REVIEW /APPROVAL 77-JE CONTRACTOR SHALL ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND N077FY 774E SURVEYOR WHEN FACILITIES ARE CONSTRUCTED, ACCESSIBLE AND READY FOR SURVEY. TO AVOID DELAY AND COSTS ASSOCIATED WUH RE- EXCAVATION, OR ADDITIONAL SERVICES TO SA77SFY OSHA REQUIREMENTS FOR WORK WITHIN CONFINED SPACE, THE CONTRACTOR SHALL- PROVIDE ADEQUATE N077CE TO THE SURVEYOR TO ENABLE SCHEDULING OF AS -BUILT o SURVEY OF 7HOSE FACILITIES NOT VISIBLE FROM THE SURFACE PRIOR TO BACKF7LL (WHEN POSSIBLE). AND PRIOR 70 T,YE INSTALLATION OF THE TOPS OF DRAINAGE VAULTS (ALWAYS). ALL BURIED U77LMES REQUIRED TO BE AS -BUILT SHALL BE m REFERENCED BY APPROPRL47E MARKERS SUCH AS SHOWN W17HIN THE STANDARD DETAILS OF THESE PLAINS IF A UTILITY MARKER IS DESTROYED OR REMOVED BEFORE AS - BUILT INFORA14770N IS ACQUIRED BY THE SURVEYOR, IT WILL BE THE CONTRACTORS P,ESPON-TBIL17Y TO EXPOSE SUCH UTILITY FOP, MEASUREMENT. OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT /FLOW RESTRICTOR DIMENSIONS, PENETRATIONS AND INVERT ELEVATIONS," SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB CLEANOUT LOCATIONS AND STUB INVERT ELEVA7IONS, ALSO W,47ER BEND AND WATER 7EE LOCARONS, IF REQUIRED, ADDMCNALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVA77ONS AT 50' O.C. SHALL BE RECORDED. 0 THESE RECORDS SHALL BE PROVIDED TO TRIAD ASSOCIATES UPON COMPLETION OF Ln U77LI7Y %DRAINAGE WORK aT Of ;E .FOUND TACK IM LEAD IN CONIC. IMO1V. IN CASE PORN 1.5 11 -16 -00 I' 11� -.- IOU � - - - - -- __ -- IQ 1 — � I I PROXCT MFORMAT /ON PROJECT OWNER. MARTIN KENNETH A. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 PROJECT DEVELOPER. CAMWEST REAL ESTATE DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 CONTACT: SARA SLATTEN ENGINEER /SURVEYOR: TRIAD ASSOCIATES 12112 115TH AVE NE KIRKLAND, WA 98034 CONTACT. GERRY BUCK (425) 821 -8448 GEO TECH. ENGINEER. ASSOCIATED EARTH SCIENCES 911 FIFTH AVENUE, SUITE 100 KIRKLAND WA 98033 CONTACT. • KURT MERRIMAN (425) 827 -7701 TESC SUPERVISOR: CAMWEST REAL ESTATE DEVELOPMENT, INC. 97201 .ME 72DTH ®LACE SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 Win I 1 SCALE: 1"= 100' 0 50 tar 2W LEGAL DESCRAPTION PER LAND AAOaCA TRAAWM77 V TIRE REPORT ORDER Ma CS- 2VO%9X DATEO OCTOBER 20, 2004 AT &00 ALL RE SOUTH HALF OF RE NOT: RIFAST QUARTER OF THE SSOUNC45 QUArcTrn OF Tic SXUPEA.ST QUARTER OF SECTION fa TONNSIW 23 NORTH, RANGE 5 EAST. W.N.• IN KING COUNTY, WA90Wift DMEPT THE MORIN 16 FEET 1HEREO;- AND EXCEPT TIE EAST 150 FEET HO&SO; AND ME SOUTH 14 FEET OF THE NORTH 30 FEET OF THE EAST 750 FEET OF 71E SOUTH HALF OF THE NORTP045T QUARTER CF THE SOUREAST QUARTER GF THE SOUTHEAST QUARTER OF SAD SECT N 10, EXCEPT )NE EAST 30 FEET TTiETEOF TOGETHER WIN AN EAS TENT FOR INGRESS AND EGRESS AND R04D PiAE'OSES OVER TIE NORTH 16 FEET OF TINE SOUR/ HALF OF 77E NOQTIEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SJUREA5 -T QUARTER; EXCEPT THE EAST 30 FEET RIEfirOF SITUATE IN THE COUNTY OF K9M STATE OF WASHINGTON. HORIZONTAL DATUM HOREZONTAL MAD 831,W VERTICAL DATUM VERTICAL- MAW 88 RENCML4RK AAV DATIM { CITY OF RE ION SURVEY CCNITROL NETNORK MMU'Off 3- BRASS DACE MOMWIEMT -GUAV AT TIE COIWER OF ME 41H S7REE7(SE 1281H ST.) AND 148TH AVE SE 13-= 45478' 'THY A' SET RR SPACE N W FACE OF UDLfTY POLE -B' ABOVE GRADE EAST SIDE OF 148TH AVE SE EL =484.2' NOTES ALL EXISTING STRUCTURES ON SITE ARE TO BE REMOVED OFF ATE PARCEL LINES BUQDINGS & WETLAND LOCATIONS SHORN ARE APPROIM47E TOPOGRAPHIC CONTOURS SHORN ARE BASED UPON A FIELD SURVEY OF TIE 571E THIS PROPERTY W&ECT TO AN EASEMENT AND r.:- TERMS AND CONDMONS TTEREOF GRANTED TO 9NOWAL /L FALLS WHITE MT? POKER COMPANY FOR A POLE LINE RECORDED AUGUST .; 1904 UNDER 17ECORDING NO 305589. THE LEGAL DESL^l9OUV COh'iA!/ffD IN SAND DOCUMENT IS NOT SUFFICIENT 70 LOCATE THE-3EAS794ENT. UTILITY PURVEYORS SANITARY SEVER: CITY OF RENTON! WATER; WATER DISTRICT NO. 90 FIRE: CITY OF RSV70N DISTRICT 25 TELEPHONE.. GTE NOQTHVEST POKER: PUGET SOUND ENERGY NATURAL CAS PUGET SOUND ENERGY CABLE T.V.: AT &T BROADBAND SCHOOL DISTRICT ISSAWAH SCHOOL DISTRICT 411 SHEET INDEX 1 COVER SHEET 2 SEWER PLAN 3 SEWER PROFILE 4 SEWER NOTES AND DETAILS 5 COMPOSITE UTILITY AND EASEMENT PLAN VICINITY MAP NOT 70 SCALE LEGEND PROPOSED SANITARY SEWER �� BOUNDARY 0--- SINGLE WATER METER LOT LINE :- DOUBLE W47ER METER RIGHT- OF-WAY E7-- IRRIGATION MEIER CUTTER, FLOW, A CURB LINE CENTER LINE - DETECTOR CHECK VALVE ASSEMBLY -- EASEMENT ate- DOUBLE DETECTOR CHECK - - - - - - - BUILDING SETBACK LINE (BSBL) VALVE ASSEMBLY SEWER MAIN Ai FIRE HYDRANT SERER FORCE MAIN . ARE DEPARTMENT CONNECTION (FDC) SEWER SERYCE a POST INDICATOR VALVE (PIV) STORM DRAIN PIPE ------ - - - - -- -ROOF & FOOTING DRAIN AIR/VAC RELEASE VALVE ------- - - - - -- ROCKERY DRAIN ®- BLOW OFF - - - - - - - WATER MAIN GA7E VALVE - -300- - - - - 10' EXISTING CONTOURS - -- 302--- - - - - -- 2' EXISTING CONTOURS TEE • FENCE BEND -y ••• -+ SWALE OR DITCH ► REDUCER TOP OF 40X SL OUE CONCRETE BLOCKING EDGE OF RE7LAND --- ----------- - - - - -- BUFFER LINE ❑ EXISTING GRAVEL a a a- DAYLIGHT LINE CC1=.LZi ROCKERY PROPOSED GRAVEL - Maceox i SIGN EXIS77NG ASPHALT 77Z- CURB RAMP ❑ �- STREET LIGHT PROPOSED ASPHALT PAVEMENT NATIVE GROWTH PR07EC77ON EASEMENT (NGPE) PROPOSED SIDEWALK ® RETAINING WALL GUARDRAIL El PROPOSED CONCRETE BARRICADE SEWER MANHL_E WEILAND • SERER CLEANOUT `© 24OX SLOPE ■ CATCH RASIN, TYPE I CATCH BASIN, TYPE 11 ® RIPRAP • STORM CLEANOUT G YARD DRAIN - -SD - -- EXISTING STORM DRAIN PIPE E-- EXISTING GUY ANCHOR - -SS - -- EXISTING SERER MAIN a3- EXISTING WATER METER - -W - -- EXISTING WATER MAIN R EXISTING FIRE HYDRANT - -PO - -- EXISTING POKER LINE --- UGP--- E70SRNG UNDERGROUND POKER LINE EXISTINGAIR AC RELEASE VALVE - -G - -- EXISTING GAS MAIN - EXISTING BLOW OFF - R--- EXISTING TELEPHONE LINE N EXISTING GATE VALVE EXISTING CATCH BASIN, TYPE I © EXISTING CATCH BASIN, TYPE /1 EXISTING CONIFEROUS TREE 0 EXISTING SERER MANHOLE 4 COSTING POWER POLE 0 EXISTING DECIDUOUS 7REE © EXISTING POKER VAULT LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES i I N8870'42'1YI I I N007736E — — - I i �L , 14.00 — NDD7i36 w I 299.32' I S SE CORNER SE 1 1 4, M, To— 023��93� I KING CITY OF kENTON PROXCT MFORMAT /ON PROJECT OWNER. MARTIN KENNETH A. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 PROJECT DEVELOPER. CAMWEST REAL ESTATE DEVELOPMENT, INC. 9720 NE 120TH PLACE, SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 CONTACT: SARA SLATTEN ENGINEER /SURVEYOR: TRIAD ASSOCIATES 12112 115TH AVE NE KIRKLAND, WA 98034 CONTACT. GERRY BUCK (425) 821 -8448 GEO TECH. ENGINEER. ASSOCIATED EARTH SCIENCES 911 FIFTH AVENUE, SUITE 100 KIRKLAND WA 98033 CONTACT. • KURT MERRIMAN (425) 827 -7701 TESC SUPERVISOR: CAMWEST REAL ESTATE DEVELOPMENT, INC. 97201 .ME 72DTH ®LACE SUITE 100 KIRKLAND, WA 98034 (425) 825 -1955 Win I 1 SCALE: 1"= 100' 0 50 tar 2W LEGAL DESCRAPTION PER LAND AAOaCA TRAAWM77 V TIRE REPORT ORDER Ma CS- 2VO%9X DATEO OCTOBER 20, 2004 AT &00 ALL RE SOUTH HALF OF RE NOT: RIFAST QUARTER OF THE SSOUNC45 QUArcTrn OF Tic SXUPEA.ST QUARTER OF SECTION fa TONNSIW 23 NORTH, RANGE 5 EAST. W.N.• IN KING COUNTY, WA90Wift DMEPT THE MORIN 16 FEET 1HEREO;- AND EXCEPT TIE EAST 150 FEET HO&SO; AND ME SOUTH 14 FEET OF THE NORTH 30 FEET OF THE EAST 750 FEET OF 71E SOUTH HALF OF THE NORTP045T QUARTER CF THE SOUREAST QUARTER GF THE SOUTHEAST QUARTER OF SAD SECT N 10, EXCEPT )NE EAST 30 FEET TTiETEOF TOGETHER WIN AN EAS TENT FOR INGRESS AND EGRESS AND R04D PiAE'OSES OVER TIE NORTH 16 FEET OF TINE SOUR/ HALF OF 77E NOQTIEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SJUREA5 -T QUARTER; EXCEPT THE EAST 30 FEET RIEfirOF SITUATE IN THE COUNTY OF K9M STATE OF WASHINGTON. HORIZONTAL DATUM HOREZONTAL MAD 831,W VERTICAL DATUM VERTICAL- MAW 88 RENCML4RK AAV DATIM { CITY OF RE ION SURVEY CCNITROL NETNORK MMU'Off 3- BRASS DACE MOMWIEMT -GUAV AT TIE COIWER OF ME 41H S7REE7(SE 1281H ST.) AND 148TH AVE SE 13-= 45478' 'THY A' SET RR SPACE N W FACE OF UDLfTY POLE -B' ABOVE GRADE EAST SIDE OF 148TH AVE SE EL =484.2' NOTES ALL EXISTING STRUCTURES ON SITE ARE TO BE REMOVED OFF ATE PARCEL LINES BUQDINGS & WETLAND LOCATIONS SHORN ARE APPROIM47E TOPOGRAPHIC CONTOURS SHORN ARE BASED UPON A FIELD SURVEY OF TIE 571E THIS PROPERTY W&ECT TO AN EASEMENT AND r.:- TERMS AND CONDMONS TTEREOF GRANTED TO 9NOWAL /L FALLS WHITE MT? POKER COMPANY FOR A POLE LINE RECORDED AUGUST .; 1904 UNDER 17ECORDING NO 305589. THE LEGAL DESL^l9OUV COh'iA!/ffD IN SAND DOCUMENT IS NOT SUFFICIENT 70 LOCATE THE-3EAS794ENT. UTILITY PURVEYORS SANITARY SEVER: CITY OF RENTON! WATER; WATER DISTRICT NO. 90 FIRE: CITY OF RSV70N DISTRICT 25 TELEPHONE.. GTE NOQTHVEST POKER: PUGET SOUND ENERGY NATURAL CAS PUGET SOUND ENERGY CABLE T.V.: AT &T BROADBAND SCHOOL DISTRICT ISSAWAH SCHOOL DISTRICT 411 SHEET INDEX 1 COVER SHEET 2 SEWER PLAN 3 SEWER PROFILE 4 SEWER NOTES AND DETAILS 5 COMPOSITE UTILITY AND EASEMENT PLAN VICINITY MAP NOT 70 SCALE LEGEND PROPOSED SANITARY SEWER �� BOUNDARY 0--- SINGLE WATER METER LOT LINE :- DOUBLE W47ER METER RIGHT- OF-WAY E7-- IRRIGATION MEIER CUTTER, FLOW, A CURB LINE CENTER LINE - DETECTOR CHECK VALVE ASSEMBLY -- EASEMENT ate- DOUBLE DETECTOR CHECK - - - - - - - BUILDING SETBACK LINE (BSBL) VALVE ASSEMBLY SEWER MAIN Ai FIRE HYDRANT SERER FORCE MAIN . ARE DEPARTMENT CONNECTION (FDC) SEWER SERYCE a POST INDICATOR VALVE (PIV) STORM DRAIN PIPE ------ - - - - -- -ROOF & FOOTING DRAIN AIR/VAC RELEASE VALVE ------- - - - - -- ROCKERY DRAIN ®- BLOW OFF - - - - - - - WATER MAIN GA7E VALVE - -300- - - - - 10' EXISTING CONTOURS - -- 302--- - - - - -- 2' EXISTING CONTOURS TEE • FENCE BEND -y ••• -+ SWALE OR DITCH ► REDUCER TOP OF 40X SL OUE CONCRETE BLOCKING EDGE OF RE7LAND --- ----------- - - - - -- BUFFER LINE ❑ EXISTING GRAVEL a a a- DAYLIGHT LINE CC1=.LZi ROCKERY PROPOSED GRAVEL - Maceox i SIGN EXIS77NG ASPHALT 77Z- CURB RAMP ❑ �- STREET LIGHT PROPOSED ASPHALT PAVEMENT NATIVE GROWTH PR07EC77ON EASEMENT (NGPE) PROPOSED SIDEWALK ® RETAINING WALL GUARDRAIL El PROPOSED CONCRETE BARRICADE SEWER MANHL_E WEILAND • SERER CLEANOUT `© 24OX SLOPE ■ CATCH RASIN, TYPE I CATCH BASIN, TYPE 11 ® RIPRAP • STORM CLEANOUT G YARD DRAIN - -SD - -- EXISTING STORM DRAIN PIPE E-- EXISTING GUY ANCHOR - -SS - -- EXISTING SERER MAIN a3- EXISTING WATER METER - -W - -- EXISTING WATER MAIN R EXISTING FIRE HYDRANT - -PO - -- EXISTING POKER LINE --- UGP--- E70SRNG UNDERGROUND POKER LINE EXISTINGAIR AC RELEASE VALVE - -G - -- EXISTING GAS MAIN - EXISTING BLOW OFF - R--- EXISTING TELEPHONE LINE N EXISTING GATE VALVE EXISTING CATCH BASIN, TYPE I © EXISTING CATCH BASIN, TYPE /1 EXISTING CONIFEROUS TREE 0 EXISTING SERER MANHOLE 4 COSTING POWER POLE 0 EXISTING DECIDUOUS 7REE © EXISTING POKER VAULT LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES Win I 1 SCALE: 1"= 100' 0 50 tar 2W LEGAL DESCRAPTION PER LAND AAOaCA TRAAWM77 V TIRE REPORT ORDER Ma CS- 2VO%9X DATEO OCTOBER 20, 2004 AT &00 ALL RE SOUTH HALF OF RE NOT: RIFAST QUARTER OF THE SSOUNC45 QUArcTrn OF Tic SXUPEA.ST QUARTER OF SECTION fa TONNSIW 23 NORTH, RANGE 5 EAST. W.N.• IN KING COUNTY, WA90Wift DMEPT THE MORIN 16 FEET 1HEREO;- AND EXCEPT TIE EAST 150 FEET HO&SO; AND ME SOUTH 14 FEET OF THE NORTH 30 FEET OF THE EAST 750 FEET OF 71E SOUTH HALF OF THE NORTP045T QUARTER CF THE SOUREAST QUARTER GF THE SOUTHEAST QUARTER OF SAD SECT N 10, EXCEPT )NE EAST 30 FEET TTiETEOF TOGETHER WIN AN EAS TENT FOR INGRESS AND EGRESS AND R04D PiAE'OSES OVER TIE NORTH 16 FEET OF TINE SOUR/ HALF OF 77E NOQTIEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SJUREA5 -T QUARTER; EXCEPT THE EAST 30 FEET RIEfirOF SITUATE IN THE COUNTY OF K9M STATE OF WASHINGTON. HORIZONTAL DATUM HOREZONTAL MAD 831,W VERTICAL DATUM VERTICAL- MAW 88 RENCML4RK AAV DATIM { CITY OF RE ION SURVEY CCNITROL NETNORK MMU'Off 3- BRASS DACE MOMWIEMT -GUAV AT TIE COIWER OF ME 41H S7REE7(SE 1281H ST.) AND 148TH AVE SE 13-= 45478' 'THY A' SET RR SPACE N W FACE OF UDLfTY POLE -B' ABOVE GRADE EAST SIDE OF 148TH AVE SE EL =484.2' NOTES ALL EXISTING STRUCTURES ON SITE ARE TO BE REMOVED OFF ATE PARCEL LINES BUQDINGS & WETLAND LOCATIONS SHORN ARE APPROIM47E TOPOGRAPHIC CONTOURS SHORN ARE BASED UPON A FIELD SURVEY OF TIE 571E THIS PROPERTY W&ECT TO AN EASEMENT AND r.:- TERMS AND CONDMONS TTEREOF GRANTED TO 9NOWAL /L FALLS WHITE MT? POKER COMPANY FOR A POLE LINE RECORDED AUGUST .; 1904 UNDER 17ECORDING NO 305589. THE LEGAL DESL^l9OUV COh'iA!/ffD IN SAND DOCUMENT IS NOT SUFFICIENT 70 LOCATE THE-3EAS794ENT. UTILITY PURVEYORS SANITARY SEVER: CITY OF RENTON! WATER; WATER DISTRICT NO. 90 FIRE: CITY OF RSV70N DISTRICT 25 TELEPHONE.. GTE NOQTHVEST POKER: PUGET SOUND ENERGY NATURAL CAS PUGET SOUND ENERGY CABLE T.V.: AT &T BROADBAND SCHOOL DISTRICT ISSAWAH SCHOOL DISTRICT 411 SHEET INDEX 1 COVER SHEET 2 SEWER PLAN 3 SEWER PROFILE 4 SEWER NOTES AND DETAILS 5 COMPOSITE UTILITY AND EASEMENT PLAN VICINITY MAP NOT 70 SCALE LEGEND PROPOSED SANITARY SEWER �� BOUNDARY 0--- SINGLE WATER METER LOT LINE :- DOUBLE W47ER METER RIGHT- OF-WAY E7-- IRRIGATION MEIER CUTTER, FLOW, A CURB LINE CENTER LINE - DETECTOR CHECK VALVE ASSEMBLY -- EASEMENT ate- DOUBLE DETECTOR CHECK - - - - - - - BUILDING SETBACK LINE (BSBL) VALVE ASSEMBLY SEWER MAIN Ai FIRE HYDRANT SERER FORCE MAIN . ARE DEPARTMENT CONNECTION (FDC) SEWER SERYCE a POST INDICATOR VALVE (PIV) STORM DRAIN PIPE ------ - - - - -- -ROOF & FOOTING DRAIN AIR/VAC RELEASE VALVE ------- - - - - -- ROCKERY DRAIN ®- BLOW OFF - - - - - - - WATER MAIN GA7E VALVE - -300- - - - - 10' EXISTING CONTOURS - -- 302--- - - - - -- 2' EXISTING CONTOURS TEE • FENCE BEND -y ••• -+ SWALE OR DITCH ► REDUCER TOP OF 40X SL OUE CONCRETE BLOCKING EDGE OF RE7LAND --- ----------- - - - - -- BUFFER LINE ❑ EXISTING GRAVEL a a a- DAYLIGHT LINE CC1=.LZi ROCKERY PROPOSED GRAVEL - Maceox i SIGN EXIS77NG ASPHALT 77Z- CURB RAMP ❑ �- STREET LIGHT PROPOSED ASPHALT PAVEMENT NATIVE GROWTH PR07EC77ON EASEMENT (NGPE) PROPOSED SIDEWALK ® RETAINING WALL GUARDRAIL El PROPOSED CONCRETE BARRICADE SEWER MANHL_E WEILAND • SERER CLEANOUT `© 24OX SLOPE ■ CATCH RASIN, TYPE I CATCH BASIN, TYPE 11 ® RIPRAP • STORM CLEANOUT G YARD DRAIN - -SD - -- EXISTING STORM DRAIN PIPE E-- EXISTING GUY ANCHOR - -SS - -- EXISTING SERER MAIN a3- EXISTING WATER METER - -W - -- EXISTING WATER MAIN R EXISTING FIRE HYDRANT - -PO - -- EXISTING POKER LINE --- UGP--- E70SRNG UNDERGROUND POKER LINE EXISTINGAIR AC RELEASE VALVE - -G - -- EXISTING GAS MAIN - EXISTING BLOW OFF - R--- EXISTING TELEPHONE LINE N EXISTING GATE VALVE EXISTING CATCH BASIN, TYPE I © EXISTING CATCH BASIN, TYPE /1 EXISTING CONIFEROUS TREE 0 EXISTING SERER MANHOLE 4 COSTING POWER POLE 0 EXISTING DECIDUOUS 7REE © EXISTING POKER VAULT LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES NOTES ALL EXISTING STRUCTURES ON SITE ARE TO BE REMOVED OFF ATE PARCEL LINES BUQDINGS & WETLAND LOCATIONS SHORN ARE APPROIM47E TOPOGRAPHIC CONTOURS SHORN ARE BASED UPON A FIELD SURVEY OF TIE 571E THIS PROPERTY W&ECT TO AN EASEMENT AND r.:- TERMS AND CONDMONS TTEREOF GRANTED TO 9NOWAL /L FALLS WHITE MT? POKER COMPANY FOR A POLE LINE RECORDED AUGUST .; 1904 UNDER 17ECORDING NO 305589. THE LEGAL DESL^l9OUV COh'iA!/ffD IN SAND DOCUMENT IS NOT SUFFICIENT 70 LOCATE THE-3EAS794ENT. UTILITY PURVEYORS SANITARY SEVER: CITY OF RENTON! WATER; WATER DISTRICT NO. 90 FIRE: CITY OF RSV70N DISTRICT 25 TELEPHONE.. GTE NOQTHVEST POKER: PUGET SOUND ENERGY NATURAL CAS PUGET SOUND ENERGY CABLE T.V.: AT &T BROADBAND SCHOOL DISTRICT ISSAWAH SCHOOL DISTRICT 411 SHEET INDEX 1 COVER SHEET 2 SEWER PLAN 3 SEWER PROFILE 4 SEWER NOTES AND DETAILS 5 COMPOSITE UTILITY AND EASEMENT PLAN VICINITY MAP NOT 70 SCALE LEGEND PROPOSED SANITARY SEWER �� BOUNDARY 0--- SINGLE WATER METER LOT LINE :- DOUBLE W47ER METER RIGHT- OF-WAY E7-- IRRIGATION MEIER CUTTER, FLOW, A CURB LINE CENTER LINE - DETECTOR CHECK VALVE ASSEMBLY -- EASEMENT ate- DOUBLE DETECTOR CHECK - - - - - - - BUILDING SETBACK LINE (BSBL) VALVE ASSEMBLY SEWER MAIN Ai FIRE HYDRANT SERER FORCE MAIN . ARE DEPARTMENT CONNECTION (FDC) SEWER SERYCE a POST INDICATOR VALVE (PIV) STORM DRAIN PIPE ------ - - - - -- -ROOF & FOOTING DRAIN AIR/VAC RELEASE VALVE ------- - - - - -- ROCKERY DRAIN ®- BLOW OFF - - - - - - - WATER MAIN GA7E VALVE - -300- - - - - 10' EXISTING CONTOURS - -- 302--- - - - - -- 2' EXISTING CONTOURS TEE • FENCE BEND -y ••• -+ SWALE OR DITCH ► REDUCER TOP OF 40X SL OUE CONCRETE BLOCKING EDGE OF RE7LAND --- ----------- - - - - -- BUFFER LINE ❑ EXISTING GRAVEL a a a- DAYLIGHT LINE CC1=.LZi ROCKERY PROPOSED GRAVEL - Maceox i SIGN EXIS77NG ASPHALT 77Z- CURB RAMP ❑ �- STREET LIGHT PROPOSED ASPHALT PAVEMENT NATIVE GROWTH PR07EC77ON EASEMENT (NGPE) PROPOSED SIDEWALK ® RETAINING WALL GUARDRAIL El PROPOSED CONCRETE BARRICADE SEWER MANHL_E WEILAND • SERER CLEANOUT `© 24OX SLOPE ■ CATCH RASIN, TYPE I CATCH BASIN, TYPE 11 ® RIPRAP • STORM CLEANOUT G YARD DRAIN - -SD - -- EXISTING STORM DRAIN PIPE E-- EXISTING GUY ANCHOR - -SS - -- EXISTING SERER MAIN a3- EXISTING WATER METER - -W - -- EXISTING WATER MAIN R EXISTING FIRE HYDRANT - -PO - -- EXISTING POKER LINE --- UGP--- E70SRNG UNDERGROUND POKER LINE EXISTINGAIR AC RELEASE VALVE - -G - -- EXISTING GAS MAIN - EXISTING BLOW OFF - R--- EXISTING TELEPHONE LINE N EXISTING GATE VALVE EXISTING CATCH BASIN, TYPE I © EXISTING CATCH BASIN, TYPE /1 EXISTING CONIFEROUS TREE 0 EXISTING SERER MANHOLE 4 COSTING POWER POLE 0 EXISTING DECIDUOUS 7REE © EXISTING POKER VAULT LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES - -SD - -- EXISTING STORM DRAIN PIPE E-- EXISTING GUY ANCHOR - -SS - -- EXISTING SERER MAIN a3- EXISTING WATER METER - -W - -- EXISTING WATER MAIN R EXISTING FIRE HYDRANT - -PO - -- EXISTING POKER LINE --- UGP--- E70SRNG UNDERGROUND POKER LINE EXISTINGAIR AC RELEASE VALVE - -G - -- EXISTING GAS MAIN - EXISTING BLOW OFF - R--- EXISTING TELEPHONE LINE N EXISTING GATE VALVE EXISTING CATCH BASIN, TYPE I © EXISTING CATCH BASIN, TYPE /1 EXISTING CONIFEROUS TREE 0 EXISTING SERER MANHOLE 4 COSTING POWER POLE 0 EXISTING DECIDUOUS 7REE © EXISTING POKER VAULT LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES LOCATION OF EAS7714G U77LIT7ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE COW7R4C70RS RESPONSMUTY TO FIELD VERIFY LOCATION OF U77U77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 -424 -5555 NOT LESS THAN TWIG FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI71ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS Checked for Compliance to City Standards TR" SOCIATES 52112 tT5fe Pas � FGffd LVVA9M)i4 -8M 4255 -MA448 4258213481f- W04A10T68b1k- •awlA�ocmm X 2 y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES y w U v, Is A n R z y x y z Ix �. cc O W V W z V Ns: GERALD F. 9W AICP - PROJECT MANAGER NICK A MINCER FES PROJE9 SORMOR REBECCA s CUSHMM; PE PROJECT ENGMM MO -SHIOU UN, ASA PROJECT LANDSCAPE ABCMTEC1' FIRST SUBMITTAL DATE: 3 11107 SCALE: MM: 1 =100' VW-'NIA Ag 8 2 taxsa�o� / S TONAL �( 7 �IRES 1015% / O Z C, O U STAMP NOT BAUD UNLESS SIG.W,AN -DATED JOB NO. 04 -257 "A201 11-M TM341 C) 2007 CD-•5 :'3'1204 a<.a,.s'�i I SBEE1 NO. 10F 5 TRIAD ASSOCIATES I (J7 C/1 Qi n d m 4 M M v 0 o G � 6 G ass � d Of Lil 0- 0 Z A ®C o R i r , pUo 1-i W U R', V r � g 6 -q I 0 D SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., £X. SSMN 6 RIM 454.63 10° IF 441.47 (IN -N� i0° if 441.37 (OUT1W) 8° IE 441.47 (IN -E) j ! !: I I L_ NEW R!M 45072 16' EASEMENT a EEMENT A <- VAi S-M�' \ T� 8' IE 441.47 (1N -5) P1..4T Q�. FOR INGRESS AND;EGRESS � EX. YAPr, DP.AIN � � I � I M I I EX eB REC. NO 5284273 f 1YI _ TO REVOVFD Ex. 3c' EASEMENT FcR r \ vai+De ROAD s i -x. �h� r_= i4G 6' Ex cB I SHAMhOCK i ` _ - I L AND UT7Cl P_., REC Pow- \ _T fK EASEMENT: �',: 1 1.1450 74.E PLACE 3'E - tl I pn 0P 455.11 i EK SAMTAP.'Y REC. NO. 870603086 1 sd K iahY ` - - - - - - -- f - _ - �A1a = 3 EX. 10' .:ATER M ,lN EASEMENT SEWER I EX' 70' WA7EP, MAIN EASEMENT I IE 457.60 YA OPA/N PEC NO 20000508000205 It��� °78M A° SET RR SP NE 1N _ - - -- - - - -TO BE R£A10Vm i P.EC. NO: 20051122000044 W. FACE OF U77UTY POLE =.r 'S _ W,:. - _ - - `-•.._. _ _ _. 4_ -_. -' _ ._ S5.-_ -� 08000205 _ -- sn - -- C N0�200005 _ _�x�wM' SL>-3 -cry SS - -- __ __ -- ___ -------------------- _ S =L=_ -SS ='S ___ _ i MT'1 +00 ROAD A -_ i < _ _ rn- ` • -e'^. - - - \ ,. r- =:3 +34.10 ROAD B - .. i _ _ _____-__ - n�i I _4E WM 1- PQ = 1+76.86 i �Q� � � � - B EX CA TCS BA 9 1.! \� '' �$-4 I > a � 70 BE R£MOl£D PAD EL. 454 7 a "` m( PAD EL 45&.8 1 f a `a\ 2 3 4 1 EK BUILDING I I! t l o - PAD EL 455 9 PAD EL ' NAT OSFD r5' . ..._ iRACT A` .elf 7 4571 . PAIN 4 WATER EA9rflvr _ - a i OPEN .SPACE 120 LF I _L X WM 51 =8 PVC ; 0+4 40 LF - fX1NTOURS TYR 6" 45.180 1 J I iB - . _ RECRkAIIION t s oazoo 6 lE 44�so 3s�� Ex STORM SYSTEM a \ , - ^� 70 BE REL0KD- to I -.� i '° a PT = 2+61.92 10,t30tj� 1 +97.79,029 RT \a a \ 0+64 35 LF. 1 +2 35 LF. 6 /E SS0.30 6' lE 45290 6- 1 "a / 8 0- EANOUT 1 PROPOSED RNISN 1 1 Ex CL7b£Pi �` __ __ __ -- PC - .6b.26 %y BOO GRADE XNTOUP.S 6 1E.449.00 .. 7O BE REHOIED �" r1 - _ - - - - - -�� a o , . tE es ao [PAID 4588 '(rrn m - _ ' � r1TS 1 $' RAPT rr7rmEAr h � . 151 �I z _PLAT -OF- _' � I -�•-, -- � 1 � � � � ':. \.- -`` . -- --�- aa- \Z � � I � f 1 \'� •� SHAMROCK s. - -- n" a`� i s 1E453.on , 10.20 RT 1 +23 22 LF� 7 Iu i r _ e �` , y, i t 6 /E 449.+0 P4S8.8 1 ''�` as L�o3a SD---- sD - - - -sD J I i SSMH 3 -RPS I1 9D 456.53 +91.27, ,12s wr 1 jSj2'�0 -- \ 4 0 +33 43 L. F. 10' P1�LlC U7HITY , s IE 4szro E,(TrP) 8 I 1 a p` -- i i ...2 i i i I i a - PAD EL, 1 { h \ "'t `. fJElETl71LV11 �i� ' S i i `' 6 /E 452 so k56' 4591 1 . - ` ' - , i \ ; PAO EL. 457.0 0 +73 41 LF. . a+DO -.27 LF , ` `\ 6 IF 452.80 66IE 457.80 t. - Ex cucvfRi 7 :�� 1 ,, a > a a\ \ a ' ' ' SCALE: 1"= 40' To BE REMOVED -'. \ \; �` PAD EZ 45/15 S51B11 4 1 a0 'cra, 4+7LM:, Rr i 3' o m 40 80 PAD EL 457.5 �: 9 I j 'x23059 SRS 3 .? ! I 10' PRIVATE 57DR1/ 1 < ! MORGAN PLACE DRNNAGE EASEMENT ! VOL 205, PG(S) 68 -177 93so i F IF ! I �3p� F_ I, r - - - -� � ° I I rJ I I 2 Q W 41 vJ Pi it ii !7 v ry 2 ¢zy Xr; b ° t Z W U a �A W M W Q ti U PROJECT MANAGER NICK A. MGM PLS PROJECT SURVEYOR PROJECT ENGUM ME1 -SNIOU UN, ASIA PROJECT LANDSCAPE ARCHITECT FIRS!' SUBMITTAL DATE: 3 11107 SCALE: HOHT6: 1" -40' HU-N7S TRRD ASSOCIATES 727721754aAVe -AEE 4?5.827E448 4ZSffi734dt fa WD- 488ATSBb64ne ,swr3�x xtl 2 0 Z LLCA ON OF ENS77NG UTILITIES SHOiNd IS APPROXIMATE /�mT 0 3 2 Q W 41 vJ Pi it ii !7 v ry 2 ¢zy Xr; b ° t Z W U a �A W M W Q ti U PROJECT MANAGER NICK A. MGM PLS PROJECT SURVEYOR PROJECT ENGUM ME1 -SNIOU UN, ASIA PROJECT LANDSCAPE ARCHITECT FIRS!' SUBMITTAL DATE: 3 11107 SCALE: HOHT6: 1" -40' HU-N7S ® o SBEET N0. 02007 TRIAD ASSOCIATES 2cU, - 4 ALL PROPOSED SANITARY SEWER MANHOLES SMALL BE ..... ......_ 48.0 UNLESS OTRr-guscc tun /CATED. A8 8 LLCA ON OF ENS77NG UTILITIES SHOiNd IS APPROXIMATE /�mT 0 AND MAY NOT BE ACCURA7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIB/UTY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR TO PROCEEDING W77H CONSIRUC770N. A YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN INV a Ta TOO, o�`� jONAL FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA770V WHERE ANY UNDERGROUND U77LI77ES MAYBE LOCATEO. FAILURE 7O EXPIRES: 1VZ/,g DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS Checked for Compliance to City Standards o p STAMP NOT VALID UNLESS SIGNED. AND DATED �iif�+9 =Ey ,�g/ sy.. C JOB N0. ®-/' °LJ1� ® o SBEET N0. 02007 TRIAD ASSOCIATES 2cU, - 4 � a CID v n I InIL I a g M M 1 � � o 6 C I :2 �W a° aN �o z F-- ry W O ry n z T Z o O0 E-+ �z W � OF'�C / r z>- Z z s 0 � T O ial o= SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., RANGE 5E., W.M. ROAD A MINOR ACCESS 25 MPH PRORLE SCALE 11 = HORJZONTA 1 4' PER71CAL AM3 _ 460 450 MIN TRIAD t27127758iAxe.lE W.Ido,4WA1 425.821.8448 425MI 3187 f- 800.4880IFiGtAk— wwr9fa3a�ocmen Z O rnwa�:r 7fazrauaH PROJECT SURVEYOR RESECCA S COSIAPAN, PE PROJECT 'ENGINffi Z ® ul NE1 -snau uH Asw PROJECT LANDSCAPE am mar FIRST SDBYITTAL DATE: 311107 off. 400 > ccW W z O c A8 s A V A � j a Z 1 rnwa�:r 7fazrauaH PROJECT SURVEYOR RESECCA S COSIAPAN, PE PROJECT 'ENGINffi j J NE1 -snau uH Asw PROJECT LANDSCAPE am mar FIRST SDBYITTAL DATE: 311107 400 SCALE: H0Ru.: / =40' 98x'.:1• =4• c A8 s .e a IHTS8�p1 ` rONA1 �(0 J � I EXPIRES: 1VZ /p Checked for Compliance to City Standards STAMP NOT VALID 1 — UNLESS SIGNED. AND DATED DATE JOB NO. 04 -257 Am 13 SHEEP N0. 3OF 5 Q2007 TRIAD ASSOCIATES 17 ca:5- 33203: of 929 F— i (r7 U-) U n z i 3 N M M c � o N i � o 1 C m a fi "' /-4" MEN. g 2" 19Z 1/2 PLUG AS DAMN ! --)- Of Li d. O _Z Of E% ®O a E- E- w� g I-� I z v / r r Z rL 11 t<, S O I CL a a w inQ 0 3 0 n N 0 Z °s N of4 � pN o o` ry0 cQ Z G E LENGnI OF ONCOLE ION T' 50) TO SOLID AIRING NffN SPAN MORE THAN 4" LEX&.E JOW-F AS DIRECTED BY AWL E7k"-AIEA CLASS C POLIRED IN PLACE nAGU MANf4OE / I FOU.NOR7XW CONSTRUCTION CONCRETE ENCASED DROP CONNECTION NOT 7n SCALE 3 4" SQUARES SPACED - J14- AS RAWA7ED - HT a 0 00000 0130 000 j 8 RAISE 1 a� 1" WOE BORDER !--T" Z'OJ 10" F B7i .E7A1T PACKING BEND a5" �a 6 CAST M M fnW AM COVER PIPE MA7£taAL AS 9'E[FID BY TFE E7VOPffETt ii�� 4, SE 114, SECTION 10, SANITARY SEWER CLEANOUT DETAIL NOT 70 SCALE CITY RF RENTON DWG NAME BW788 SP PAGE- 9076 IT SAN . SANITARY SEVER MANHOLES SHALL HAVE ALL SN7£RIOR SURFACES INCLUDING CHANNELING, COATED (SEALED) WIN A HIGH SOLIDS URETHANE COADNa WASSER MC- CONSFAL OR APPROVED EO/AL; COLOR OF COATING SHALL BE VH /7E: SANITARY MANHOLE TYPICAL DETAIL NOT TD SCALE CITY OF RENTON DWG. NAME' BR28 SP PAGE- B071 W SEE N07E 4 W SEE NOTE 4 LUUM OF PIPE ZONE BAOfffiL MA7F78A1 LM775 OF PIPE ZONE SEE N07E 5 " Ifi T• CONCRETE CLASS C (SEE NOTE 8) �C BEDDING MATERIAL APE B FOI111DA710WI N . e i 8 FO/NDA BON LEVEL :]A (GLASS A DESwAFI iq W SEE NOTE 4 /CLA DESIGN/ SS F LIMITS OF PIPE ZONE BIDDING FOR R EMMB'E PIPE BACIFAl 1� (AlE1R/AL (SfE NOTE 5J 6„ HEDDNG MAiE18AL FOR RIG% PPE LC - t1-r N "ZE 1. PROVIDE UNIFORM SUPPORT UNDER BARRET- FOUNDATION LEAZL / 1^ �B 2 HAND TAMP UNDER HAUNCHES J. COMPACT BIDDING MATERIAL TO 955 MAX DENSITY EXCEPT DIRECTLY OVER PIPE J. HAND TAMP ONLY. /CLASS $ C. D, DESIGN/ BEA(bNG FOR RGV PIPE 4. SEE EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION nc TNF srAN�ean sPFCtTrrenllNS F7 71?f -WM WDTH 'W" AND TRENCHING OPTIONS THE PIPE ZONE NLL BE THE ACTUAL 7RENC14 WIDTH, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ". fir' !LASS D£SM 5 TRENCH BACKFILL SNALL CaVFOPM 70 B400ILUNG SEVER TRENCHES" IN THE lXdifTN9Oli A B C D lXAASS F SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE A r rt I14 an BACKFILL MATERIAL 6. SEE BEDDING MATERIAL FOR RIGID APE' IN THE AGGREG47E3 SECTION OF THE STANDARD SPEaRCA DONS FOR THE MA IERIAL SP£CYFICA DONS B 114 as 1,& as 1A1 as 2EW as 7. SEE BEDDING MATERIAL FOR FLE79BLE APE:" IN THE AGGREGATES SECTION OF STANDARD SP£CIRCA 77ON FOR THE MA7EMAL SPECIFICATIONS C a14 as 112 as 1,2 as as — 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS � A = 4" INN. 17'" I.D. AND UNDER 6" AMV. OVER 27" LD. MAINTAINED. PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CITY OF RENTON DWG. NAME BW78C SP PAGE.' 8077 • s FUTURE 6" BUEEDING SEWER PIPE i BUILDING SEWER TEE WITH 6" SIDE OUTLET ofSESIER" VOW 3" tet7l BLACK LETTERS AND J6 MIRE WRAPPED B" SQE SEMM AND BQI EIM SEWER AROUND THE STUD AND E711ENDED TD TFE TOP OF ST THE STUD. UNLESS ODERWSc' APPROVED BY THE CJTY, MAKE TAP TF820UGF/ CAST IRON SADDLE SELCIAED DI SEVER MAIN NIH ST Ap12ESS STEEL BANGS WOW COPOWEC71W NEW SUE SEVERS 70 EXISTING MAIN NTWAEV CLAY PLAIN AND REHIECRCED CONGREI& 01 PIPE AND CI APE 50IER MANS ARE TO BE COPE OAXLEO NOM 60- ALLOWABLE FOR CASE Ir"'O�t PEE S UNLESS O7HERMSE SHONN ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 25' COVER COFICRME7XF / OR DUCTILE IRON APE £ A AT PROPERTY LINE OR 3-5' LOVER THAN BLO THE LOMEST HOUSE ELEVADIXV, WHICHEVER /S LONER 2Z AVIV SLOPE 6 �6" SIDE OUTLET TEE — HOR2av7AL -- 6" MIN SEVER MAIN �SEi/ER I!l,61( CONCRETE BLOCI&IG ANGLE TYPICAL SWE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATKNN STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE CITY OF R£N701N DVG- NAME BR39 SP PAC£ 8078 —'r 112" NEE 8 PL. fCAST 0 PATIMM 26 -3RAL ON TDP 25 -1 4" 1 -1/4" 23 -1 4" 33-1 4" 1" SEAT SECTION A -A FRAME (NON-LO CK/NGI COYER /NOEL LOCIMG/ FOR 5/B =11 NG x 1 -)/4" 5 /B" 3/B° 1 -3/8" A SS SOG HD. CAP SCREW (3 REgb.) 8 TYPICAL NON -ST00 �112" (T>P) PATTERN i(TYP) A SECTION B-B 2" RAISED LETTERS AS REQD. SEE NOTE Na3 BELOW UNDERSIDE SHOWN FOR CLARITY 314" CORE (TIP.) ON 23" B.C. ORlLL AND TAF 5 =11 N.G 1 -112" COR£(7YP.) (LOCKING) ON 2 BUG TIP. 3 PL) N07ES;_ FRAME (LOCK /NCl/ COYER L FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL 2 FOR LOCING LID USE OLYMPIC FOUNDRY Na MH 30 D�7' OR EOUAL 3 USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN' ON COVER), SANITARY (SPECIFY -SEVER-), OR WATER (SPECIFY " wATER'). MANHOLE FRAME AND COVER DETAIL NOT TO SCALE CITY OF RENTON DWG NAME.• BR29 SP PAGE 8074 F-IN .�'` v.,�arAoy gLtca NDT� A� mca�lcrnans 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W 774 THE STANDARDS AMC' SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIF7C477ONS 2 THE HOURS OF WORK IN THE STREET RIGHT- OF-WAY SHALL BE LIMITED TO &30 AM TO 330 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE 7RANSPORTA7701V DIVISION AT 277 -6212 ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE TRANSPORTARON DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED? BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIRCARONS 4. ALL LOCATIONS OF EX7577NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECOIVSTRUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHID BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE C0N77?ACT0RS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTTERS ON THE CONSTRUCTION 517E 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERM17S PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 577E WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT GRAVING OF THE SANITARY SEWER SYSTEM *RICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKTILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEP774 OF 8 INCHES THOROUGHLY. TAMPING EACH LAYER To 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE 7HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS77NO TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT RITH SAW IN A CONnNUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 13 DATUM SHALL BE CITY OF RENTON, NAD 198311991 & NAND 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED 70 THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ON. THIS SHALL INCLUDE NECESSARY OF THE TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE'VILL 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, STIR 35, OR DUC77LE IRON CLASS 50. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE IN PAVED AREAS COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING ZE ZE z J w TRLkD ASSOCIATES 72752 t156tbs.t� Ri1d�d.WA98034 -� A25.827.84A8 425ffi1.3481 fine 000-488IFT66 bm�5ee av�w.k`�ocsan d i. Z 2 vJ w pWp� �J i cc rQrw v, � 33204 Checked for Compliance to City Standards e/ 7/�3� l,77 02007 TRIAD ASSOCIATE n D i i W 4 gx ® 0 J cc Lu O Ix W V FRO SUBMITTAL DATE: 3 11107 SCALE: HOML:NTS VW.N7S C a A B I9'f8a�91��. ZONAL �(0 EXPIRES 1Vt5EXPIRES %� ki O ti U STAMP NOT VALID UNLESS SIGNED AVID DATED 1013 NO. 04-257 SH66T NO. 4OF J g C p =S 3 12p4 CIAINA" Wt"?V eH Ca io 2" IE 442.81 (IN-E) 2- IF 442.77 (IN-W) 12" IE 442.59 (OUT-S) AND CABLE LINES TO BENEFIT THE ADJACENT PROPERTY 16' EASEMENT AGREEMENT FOR INGRESS AND EGRESS REG, NO, 6284273 19 SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23N., RANGE 5E., W.M. —,TFA 'T OP0V SPACII LU 0) C Rj 12" SO /TOAD B" A - — -- — -- — -- _— - .__.1.______I.. OU7rA/ I J 12 10230 )9355 10" 1E 441,471(IN-N) 8 00IIIIi 12112 1151h Ave. NE Kirkland, WA 98034-6929 10" fE 441.31 (OUT -w) 425.821.8448 It i 'Cl A 8" 1E 441.47 ((IN '. A 0 r �SPA CEI_ f -,46 lEA RON 8" IE 441.47 -) ALL 0 02,39 10 9 E 1 EX 0' WATER MAIN CASEMENT REC. NO. 200005080, 05 76' EASEMENT AGREEMENT PLAT OF 6" ROOKERY I FOR INGRESS AND EGRES1 SHAMROCKi S' EX. EA ENT - -- --- DRAIN ..... REC 10� 5,284273 NO 8706 .......... ------ - SS ----- ------- - -- ------------ - -S 10' PRIVA7E qTORAI 09 19 DRAINAGE EASEMENT VYL, 200, 68-77 CB 20 9 D 102,0,9 I EX. 10' WATER MAIN EASEA INT 1+00 ROAd A 5 REC, No. 200005,1800020- 3+34.10 SE 125TH ST GRAVEL FILLED REC. NO. 20051122000044 TRENCH (T)P) 2 3 4 5 ---- '.'."A— Rj 12" SO /TOAD B" A - — -- — -- — -- _— - .__.1.______I.. OU7rA/ I J 12 10230 )9355 SCALE: V= 40' 40 80 S=339205 Checked for Compliance to City Standards �1 TRIAD 8 00IIIIi 12112 1151h Ave. NE Kirkland, WA 98034-6929 ZZZ 425.821.8448 It i 'Cl A www.flatlessoclates.net '. A 0 r �SPA CEI_ f -,46 lEA RON ALL 0 02,39 10 9 6" ROOKERY - -- --- DRAIN ..... .......... ------ ------------ - 10' PRIVA7E qTORAI 09 19 DRAINAGE EASEMENT VYL, 200, 68-77 CB 20 102,0,9 SCALE: V= 40' 40 80 S=339205 Checked for Compliance to City Standards �1 Z: ftj 1111111ft Z Z w- LU Q. k 00 : Le �'- LU Ito x cs TRIAD 00IIIIi 12112 1151h Ave. NE Kirkland, WA 98034-6929 ZZZ 425.821.8448 425.821.3481 fax 800.488,0756 toll fee www.flatlessoclates.net '. Z: ftj 1111111ft Z Z w- LU Q. k 00 : Le �'- LU Ito x cs GERALD F. SUCK, AICP PROJECT MANAGER NICK A. YINGER PLS PROJECT SURVEYOR RICHARD A. TOUKINS PE PROJECT ENGINEER ,EE L COY ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 2116107 SCALE: E10111Z.: VIMNIA � I STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 04-257_ SHEET NO. HOF 12 (D2010 TRIAD ASSOCIATE ZZZ GERALD F. SUCK, AICP PROJECT MANAGER NICK A. YINGER PLS PROJECT SURVEYOR RICHARD A. TOUKINS PE PROJECT ENGINEER ,EE L COY ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 2116107 SCALE: E10111Z.: VIMNIA � I STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 04-257_ SHEET NO. HOF 12 (D2010 TRIAD ASSOCIATE F- F- cn CL n n 2 0 a� o� yo xC, 8� qU W \ON °o yN VO • • • • • 0 O � � I� NW F � N r " o O S 4� 6 Q n4� i 6 MEN HER s I 5' PUBLIC N 4ENT _ - PLA"f -OFL SHAMROCK 1 m i 1.I I I I �l I� f' i AND CABLE LINES T( THE ADJACENT PROF 16' EASEMENT AGR FOR INGRESS AND REC. NO. 5284273 6' CONC, IE 449.6' f0" IE 441.47 (IN -NVp 10" 1E 441.37 (OUT W) 8" 1E 441.47 (IN -E)i NEW RIM 454.72 8" 1E 441.47 (IN -s� n PLAT OF sX. C6 SHAMROCK TOP 455.11 12" IE 451.60 (, EX. 10' WATER MAIN EASE +34.10 ROAD B 1 +76.86 1 � ¢. 454.7 2 3 I REC. NO. I "MENT AGgEEMENT 7ESS AND, EGRESS EX YARD GRAIN i I EX CB 5284274 TO BE REMOVED { I L EX. SANITARY I EX EASEMENT REC. NO. 8706030864 �3> SE (( EX 10 WATER MAIN EASEMENT -- _ t. r . X YA DRAIN I REF; NO 20000508000205 , I p�. °TBM A" SET RR SPIKE IN I TO BE EMOVED RE NO 20051122000044 d,, "1.I I -� W. FACE OF UTILITY POLE Q ry� I 0.8' ABOVE GRADE EL.=484.7' 3 I _`6. .. , _ ®- °r1. ==- -,��p ;,s..�i.,WMI ntii I EX OM EX. - r' ( W 4 "460" h PAD EL'. 458.8 �t � � ' i EX. BUILDING m ° PROPOSED 15' - -� k PAD EL 457.9 WA EASMENT I, �t { EXISTING GROUND r ! 0 +61 120 i.F. III I 1 �I-. i I -- CONTOURS TYP j 6 /E 453 80 ( I F--X. WM q5 I ' I 3 93 �, +27 ss L.F. i` i i''j� �q Z IE 452.90 i CLEANOUT 6\, PROPOSED FINISH ''^^ ,F 6626 ,r RIM !457.00 GRADE CONTOURS v+ 14 - _ 0 +68 fit 1..F. 45 .PYG �1 ' ' i ' 7• 6 /E 4548458.8, /- r _ __ _ ��♦ + p T RAM GARDEN i VA` + wir....�. ..�wrrr ..« r i0 +00 42 LF. n ;el ` tit+ r s 9 i 16 if 453.00 7 I•, j H1� ijl SS 2 1 +23 22 LF. -� I i .gyp f i ( - z +4 s 1 D R P.AD EL e - n T 6 1E 449.10 r 10 +00 29 LF. •'tl� L i r, f` rb: _- SO -- SD r r r r vvr SSMH $ r i1 g B" lE 451.80 1, q38 pp� �. 7. v I q L_�3 +91.27, 328 `RT AD 458.5 r it �--- \ - �I 111 \ \\`� "\ /i 'l (I III i � __ ____ - � •'', i I '.444 `, 0 +33 43 L.F. �' f0' PliPli LlC U�7/LITY 'p 6 /E 45210 EASEMENT,(TYP) j rl 1 I TRACT B 12 0 +56 46 L.F. PAD 6" lE 452.80 S' 459.1 DEi(nON Ik 0 +73 41 L.F v :. r 1• \tIIX I \\ 'V v ' v \ 6" lE 452.80 PAD EL..457. TO HE REMOVED \ \�� ' 1.r i _ _... � I1 l t '1 `, \ \� � \ \\ ` 1 ,� �.. _. ... r PAD fL. ' 08.51 SSMH 4 \\l I 'is i +7.8.5.76 RT Q 10 Q`I Al ; ICI 11 PAD EL. 457.5 } ,% ' 9 l i I ; ,0Z30 �g3 h PAD EL 459.5 _ Y I MORGAN PLACE 10' PRIVATE STO M Y VOL 205, PG(S) 68-77 DRAINAGE EASEMENT % Fj F- I I 5 5v / - ALL PROPOSED SANITARY SEWER MANHOLES SHALL 8E 48"0 UNLESS OTHERWISE INDICATED. I SAS' Q�2007 TRIAD ASSOCIATES K M TRIAD ASSOCIATES 12112115th A". NE l(Irldand, WA 98034 -6020 425.821.8448 428.821.3481 fax 600.488.0756 toll free w Arladww.wm 0) 3 W :V 4 Qc O 0 W O W 3 O V W L' O N v OM M n A � n K ki � b 2 G m g� m � u °z r GERALD F. BUCK. A/CP PROJECT MAGER N 10( A. )1NGER, PLS PROJECT SURVEYOR REBECCA S CUSHMAN. PE PROJECT ENGINEER MET -SHIGU LIN, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBEHTTAL DATE: 3 11107 SCALE: HOW.: 1' -40' VBIO'.:NTS STAMP NOT VALID _... UNLESS SIGNED. AND... DATED_. . JOB NO. 04 °257 SREET N0. 2DF 5 9 ro z ' ro M p tN+1 z W N a n I • z 0 ,It z ur z SE -A� HIM z ur z 4, SE 1/4, SECTION 10, T I .' W.M. ROAD A A41NOR ACCESS 25 MPH PROFILE SCALE I1= 49 HORIZONTALI 1 "= 4' VER77CAL � 5 3vi� -r 701 M ,Checked for Compliance to City Standards 02007 TRIAD ASSOCIATES ,5-33Ta -P7 LL vJ TRIAD ASSOCIATES 12112115th Ave. NE lUrkland, WA 98034-6929 426.821.8448 425 .821 ' 3481 fax 800.488.0756 toll free w Madmm.wm Z Z Z uj W 0 Z. k 0 01. W GERALD F BUCK. AlCP PROJECT WAGER NICK A. WNQM PLS PROJECT SURVEYOR REBECCA S WWWAN, PE PROJECT ENGINEER Me-900V LIN, ASIA PROJECT LANDSCAPE ARC FIRST SUBMITTAL DATE: 311107 SCALE: Eomjl' -40' vw.:1• -4' STAMP NOT VALID UNLESS SIGMAND DAM JOB NO. 04-257 SM NO. 3oF5 D 7s W vI SE -A� 4, SE 1/4, SECTION 10, T I .' W.M. ROAD A A41NOR ACCESS 25 MPH PROFILE SCALE I1= 49 HORIZONTALI 1 "= 4' VER77CAL � 5 3vi� -r 701 M ,Checked for Compliance to City Standards 02007 TRIAD ASSOCIATES ,5-33Ta -P7 LL vJ TRIAD ASSOCIATES 12112115th Ave. NE lUrkland, WA 98034-6929 426.821.8448 425 .821 ' 3481 fax 800.488.0756 toll free w Madmm.wm Z Z Z uj W 0 Z. k 0 01. W GERALD F BUCK. AlCP PROJECT WAGER NICK A. WNQM PLS PROJECT SURVEYOR REBECCA S WWWAN, PE PROJECT ENGINEER Me-900V LIN, ASIA PROJECT LANDSCAPE ARC FIRST SUBMITTAL DATE: 311107 SCALE: Eomjl' -40' vw.:1• -4' STAMP NOT VALID UNLESS SIGMAND DAM JOB NO. 04-257 SM NO. 3oF5 D 7s W vI