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Home My WebLink AboutD-371701a a 0 U 0 M T' J X T W Q Q J d X I w Q w Q J 58.95' .... . �I LOT 5 4534 SF S89'33'01 w 0 0 .o N N o I Z ( n1i FM 1 inch':= 20 & N 8,63' LOT 4 4516 SF I' .• 58.63' ADJACENT PROPERTY DATA 322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058 911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, RENTON, WA 98055 911700 -0180 JULLIAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055 911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055 322305 -9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055 322305 -9149 BENSON HILL ELEMENTARY SCHOOL, FACILITIES & OPERATIONS CTR, 7812 S. 124TH ST, SEATTLE, WA 98178 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND SHOWN IN HAGENSON THE UTLITIES CONTIRACTOR SHALL "DETERRMIINIE THE EXACCONLY. LOCATION OF ALL EXISTING UTILITIES BEFORE CONSULTANTS, LLC COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS AND ALL UNDERGROUND UTILITIES. 6484 -481*H AVE SW Seattle WA CALL 48 HOURS phone 206 938- 61111126fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 J �I. P LAKESIDE FAIRWOOD PLAT NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 10' 1 10' Renton Project Number: LUA09 -079 UNITS /ACRE ( RENTON CITY CODE TITLE IV OWNER 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS 3' 2K 66.04 3520 SOUTH 198TH ST EASM'T. 65,08' 0.5' S' SEATAC, WA 98188 MAX BUILDING COVERAGE 50% PH (206) 280 -2272 4.70' FAX CORNER LOT SIDE YARD 15' SIDEWALK EASM'T GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) .......... .. CRAMER NORTHWEST, INC °1 CONTACT: OWNE HILLE NET AREA = 43,570 SF OR 1.00 ACRES . BLDG ENVELOPE ......... __ DENSITY CALCULATION: CIVIL ENGINEER W.:.: o o No NO. OF LOTS PROPOSED: 8 6484 -48TH AVE SW (TYPI 6 SEATTLE, WA 98136 RECORDED UNDER RECORDING NUMBER TRACT NA' TAX PARCEL NUMBER: PHONE: (206) 938 -6168 3223059113 ` EMAIL: H.Hagenson®comcast.net DRAINAGE VERTICAL DATUM DRAI GEOTECHNICAL ENGINEER CONSULTANTS, INC. II° In N 112 by Lin LOT 8 :3-011 30'— W n F MIN 200' V.C. 116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS J.S.JONES & ASSOCIATES ZI P.O.BOX 1908 S ISSAQUAH, WA 98027 4509 SF CONTACT: JEFF PH 253 - 905 -5736 DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF. JSJONES000M CAST. NET DEVELOPED IMPERVIOUS FRACTION: 0.68 AC DEVELOPED PERVIOUS GRASS FRACTION: 0.72 AC WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT rn FIRE: CITY OF RENTON -. (PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY 15' SAN 629772 CABLE TV: COMCAST CABLEVISION SEWER 99,82' x EASEMENT 50,52' 'kTEMPORARY 66.03' ACCESS Q SEMENT (T❑ BE 58.95' .... . �I LOT 5 4534 SF S89'33'01 w 0 0 .o N N o I Z ( n1i FM 1 inch':= 20 & N 8,63' LOT 4 4516 SF I' .• 58.63' ADJACENT PROPERTY DATA 322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058 911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, RENTON, WA 98055 911700 -0180 JULLIAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055 911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055 322305 -9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055 322305 -9149 BENSON HILL ELEMENTARY SCHOOL, FACILITIES & OPERATIONS CTR, 7812 S. 124TH ST, SEATTLE, WA 98178 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND SHOWN IN HAGENSON THE UTLITIES CONTIRACTOR SHALL "DETERRMIINIE THE EXACCONLY. LOCATION OF ALL EXISTING UTILITIES BEFORE CONSULTANTS, LLC COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS AND ALL UNDERGROUND UTILITIES. 6484 -481*H AVE SW Seattle WA CALL 48 HOURS phone 206 938- 61111126fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 J �I. P LAKESIDE FAIRWOOD PLAT NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 10' 1 10' NOTES BASED ON HEARING EXAMINER OCT 5, 2009 REPORT 1. THE FRONT YARDS OF LOTS 1 AND 6 SHALL BE OREINTED TOWARD PROPOSED SE 186TH pLACE AND NO DIRECT ACCESS SHALL BE ALLOWED TO THESE LOTS FROM 116TH AVE SE 2. THE STABILITY OF THE SLOPE IN THE NORTHWEST CORNER OF THE SITE SHALL BE INCREASED BY GRADING IT BACK TO AN INCLINATION OF 2.5:1 AND INSTALLING LARGE ROCK AT THE TOP OF THE SLOPE FOR SCOUR RESISTANCE. 3. PRIOR TO RECORDING THE SHORT PLAT, THE APPLICANT SHALL INSTALL A SIGN AT THE WESTERLY END OF SE 186TH PLACE PROVIDING NOTICE TO THE RESIDENTS OF THE LAKESIDE FAIRWOOD SHORT PLAT THAT THE STREET MAY BE EXTENDED AS DEVELOPMENT OCCURS TO THE WEST. 4. AN EXEMPTION FROM THE CRITICAL AREAS REGULATIONS MAY BE GRANTED FOR THE WETLANDS. (CONCLUSION 5) EXPIRES 11/15/13 PROPERTY INFO PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT EXISTING ZONING: R8 DENSITY ALLOWED: 8 Renton Project Number: LUA09 -079 UNITS /ACRE ( RENTON CITY CODE TITLE IV OWNER 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS 3' ATTN: YVONNE BUIT /CHUC NGUYEN 99,85' 3520 SOUTH 198TH ST EASM'T. 65,08' 0.5' S' SEATAC, WA 98188 MAX BUILDING COVERAGE 50% PH (206) 280 -2272 4.70' FAX CORNER LOT SIDE YARD 15' SIDEWALK EASM'T GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) \�- -STORM DRAIN EASEMENT CRAMER NORTHWEST, INC °1 CONTACT: OWNE HILLE NET AREA = 43,570 SF OR 1.00 ACRES . BLDG ENVELOPE ......... EMAIL: CNIOCRAMERNW.COM DENSITY CALCULATION: CIVIL ENGINEER 8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED No NO. OF LOTS PROPOSED: 8 6484 -48TH AVE SW (TYPI 6 SEATTLE, WA 98136 RECORDED UNDER RECORDING NUMBER TRACT NA' TAX PARCEL NUMBER: PHONE: (206) 938 -6168 3223059113 4513 . SF EMAIL: H.Hagenson®comcast.net DRAINAGE VERTICAL DATUM WA GEOTECHNICAL ENGINEER CONSULTANTS, INC. RECREATION SPACE TO BE PAID FEE —IN —LIEU 6934.. SF OF ON SITE FACILITIES. PH: 425 - 747 -5618 Lin ST. DESIGNATION: :3-011 30'— SE 186TH ST — SUBACCESS n F MIN 200' V.C. 116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS J.S.JONES & ASSOCIATES PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908 EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027 ........... l . CONTACT: JEFF PH 253 - 905 -5736 DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF. JSJONES000M CAST. NET DEVELOPED IMPERVIOUS FRACTION: 0.68 AC DEVELOPED PERVIOUS GRASS FRACTION: 0.72 AC WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT rn FIRE: CITY OF RENTON -. (PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY 0 629772 CABLE TV: COMCAST CABLEVISION 99,82' 50,52' 'kTEMPORARY PUBLIC ACCESS Q SEMENT (T❑ BE REMOVED UPON _ EXT NSION OF SE 186 PL. 45.96' 58,60... __... _._...... LOT 'I , SI EWALK I 4.67 SF' E $ M T: 0 LOT 5' TO BE r 458F.... I r` ,� DEDICATE 1 " I A )DITI ❑NA� AS ROW ... .' 58,60' NOTES BASED ON HEARING EXAMINER OCT 5, 2009 REPORT 1. THE FRONT YARDS OF LOTS 1 AND 6 SHALL BE OREINTED TOWARD PROPOSED SE 186TH pLACE AND NO DIRECT ACCESS SHALL BE ALLOWED TO THESE LOTS FROM 116TH AVE SE 2. THE STABILITY OF THE SLOPE IN THE NORTHWEST CORNER OF THE SITE SHALL BE INCREASED BY GRADING IT BACK TO AN INCLINATION OF 2.5:1 AND INSTALLING LARGE ROCK AT THE TOP OF THE SLOPE FOR SCOUR RESISTANCE. 3. PRIOR TO RECORDING THE SHORT PLAT, THE APPLICANT SHALL INSTALL A SIGN AT THE WESTERLY END OF SE 186TH PLACE PROVIDING NOTICE TO THE RESIDENTS OF THE LAKESIDE FAIRWOOD SHORT PLAT THAT THE STREET MAY BE EXTENDED AS DEVELOPMENT OCCURS TO THE WEST. 4. AN EXEMPTION FROM THE CRITICAL AREAS REGULATIONS MAY BE GRANTED FOR THE WETLANDS. (CONCLUSION 5) EXPIRES 11/15/13 PROPERTY INFO PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT EXISTING ZONING: R8 DENSITY ALLOWED: 8 Renton Project Number: LUA09 -079 UNITS /ACRE ( RENTON CITY CODE TITLE IV OWNER 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS __ ...._.__ ATTN: YVONNE BUIT /CHUC NGUYEN MIN LOT AREA:4,500SF 3520 SOUTH 198TH ST MAX IMPERVIOUS AREA = 75% SEATAC, WA 98188 MAX BUILDING COVERAGE 50% PH (206) 280 -2272 FRONT SETBACK 15', REAR 20', SIDE 5', FAX CORNER LOT SIDE YARD 15' EMAIL: Bui_Yvonne®hotmail.com GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) GROSS AREA AFTER ROW DEDICATION CRAMER NORTHWEST, INC 56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880 ......... EMAIL: CNIOCRAMERNW.COM DENSITY CALCULATION: CIVIL ENGINEER 8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED HAGENSON CONSULTANTS, LLC NO. OF LOTS PROPOSED: 8 6484 -48TH AVE SW PROPOSED USE: DETACHED SINGLE FAMILY SEATTLE, WA 98136 RECORDED UNDER RECORDING NUMBER CONTACT: HAL HAGENSON, PE TAX PARCEL NUMBER: PHONE: (206) 938 -6168 3223059113 FAX: (206) 938 -7645 EMAIL: H.Hagenson®comcast.net SITE ADDRESS: 18624 116TH AVE SE, RENTON, VERTICAL DATUM WA GEOTECHNICAL ENGINEER CONSULTANTS, INC. RECREATION SPACE TO BE PAID FEE —IN —LIEU CONTECH CONTACT: MARC McGINNIS OF ON SITE FACILITIES. PH: 425 - 747 -5618 FAX: 425-747-8561 ST. DESIGNATION: EMAIL: MARCM®GEOTECHNW.COM SE 186TH ST — SUBACCESS MIN 200' V.C. 116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS J.S.JONES & ASSOCIATES PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908 EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027 REGARDED AS PRE — DEVELOPED FOREST CONTACT: JEFF PH 253 - 905 -5736 DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF. JSJONES000M CAST. NET DEVELOPED IMPERVIOUS FRACTION: 0.68 AC DEVELOPED PERVIOUS GRASS FRACTION: 0.72 AC WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT LEGAL DESCRIPTION FIRE: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT (PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY TELEPHONE: QWEST 629772 CABLE TV: COMCAST CABLEVISION LEGEND EXISTING PROPOSED ...................... PROPERTY LINE ..... . R.O.W. CENTERLINE — EAST ... GRADING CONTOUR SPOT ELEVATION R __ ...._.__ GRADE BREAK WMER MAN SE ne sr. SEIER MAN SOUTHEAST QUARTER IN SECTION 32, �— STORM, ROOF OR DEMO PLAN & ESC DETAILS DRY SLAB DRAIN FIRE HYDRANT EB — MATER METER INKING COUNTY, WASHINGTON, LYING —04 GATE VALVE $ SEINER MANHOLE —8— SEIER CLEANOUT NOR THERL Y OF THE SO UTHERL Y 5 05.1 STORM CB 0 — STORM MANHOLE ......... ---- 0— STORM CIEANOUT — a UTILITY POLE —F —F— SLT FENCE NAVD 88 TOP OF FOUND CONCRETE MONUMENT AT THE S. E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 383 1) HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES IRRIGATION PLAN SOOS CREEK WATER & SEWER VICINITY MA PLAN IN SEPARATE PLANSET SCALE: N.T.S. 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY - THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1 -04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1 -07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONDSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMMENDATIONS OF THE PROJECT SOILS ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. INFILTRATION AND FRENCH DRAIN SYSTEMS SHALL BE REVIEWED AND APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL 5 ADDED STORM POND EASEMENT HEH P13111 . sCALZ FrLnG,, WD 1988 4 ADDED 12 SD EASEMENT LOT 7 HEH 3/19/14- �,M H 1"=20' HOMONrAI.: NAD 1983/1991 3 ADDED SIDEWALK EASEMENT HEH 3/7/14 HEH 2 REVISED PER CITY 8/16/13 COMMENTS HEH 30 13 HEH 1 INITIAL PERMIT SUBMITTAL HEH 5/1/13, CHECID HEH AT FULL SGLE IF NOT ONE INCH NO. REVISION BY DATE APPR I — -- HEH ENGINEER PRIOR TO INSTALLATION. D- 311101 R CITY OF M11 RENTON Planning /Building /Public Works Dept. CHECK FOR COMPLIANCE TO CITY STANDARDS Y1161 ly FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A- C1 C2 C4 0a C8 ce C10 C11 C12 C13 R -1 DAM 5/1/13 FIELIMM PAGE: Is 110 Fi=willf.A N oa h CIS M SHEET INDEX THE EAST HALF OF THE EAST HALF OF THA T POR TION OF THE SO UTH HA IF OF FINAL SITE PLAN THE NORTHEAST QUARTER OF THE SE ne sr. EROSION CONTROL PLAN SOUTHEAST QUARTER IN SECTION 32, DEMO PLAN & ESC DETAILS TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., HORIZONTAL CONTROL PLAN INKING COUNTY, WASHINGTON, LYING SE 186TH PLAN AND PROFILE NOR THERL Y OF THE SO UTHERL Y 5 05.1 116TH SE PLAN AND PROFILE FEET OF SAID SUBDIVISION; EXCEPT THE HN GRADING /DRAINAGE PLAN EAST 30 FEET CONVEYED TO KING COUNTY ITE ROAD & STORM DETAILS FOR 116TH AVE SOUTHEAST BYDEED a LANDSCAPE PLAN /TREE RETENTION RECORDED UNDER RECORDING NUMBER STREET TREE PLAN 2698240. ILLUMINATION PLAN SE 102 n COMPREHENSIVE UTILITY PLAN VERTICAL DATUM NOTES AND DETAILS NAVD 88 TOP OF FOUND CONCRETE MONUMENT AT THE S. E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 383 1) HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES IRRIGATION PLAN SOOS CREEK WATER & SEWER VICINITY MA PLAN IN SEPARATE PLANSET SCALE: N.T.S. 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY - THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1 -04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1 -07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONDSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMMENDATIONS OF THE PROJECT SOILS ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. INFILTRATION AND FRENCH DRAIN SYSTEMS SHALL BE REVIEWED AND APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL 5 ADDED STORM POND EASEMENT HEH P13111 . sCALZ FrLnG,, WD 1988 4 ADDED 12 SD EASEMENT LOT 7 HEH 3/19/14- �,M H 1"=20' HOMONrAI.: NAD 1983/1991 3 ADDED SIDEWALK EASEMENT HEH 3/7/14 HEH 2 REVISED PER CITY 8/16/13 COMMENTS HEH 30 13 HEH 1 INITIAL PERMIT SUBMITTAL HEH 5/1/13, CHECID HEH AT FULL SGLE IF NOT ONE INCH NO. REVISION BY DATE APPR I — -- HEH ENGINEER PRIOR TO INSTALLATION. D- 311101 R CITY OF M11 RENTON Planning /Building /Public Works Dept. CHECK FOR COMPLIANCE TO CITY STANDARDS Y1161 ly FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A- C1 C2 C4 0a C8 ce C10 C11 C12 C13 R -1 DAM 5/1/13 FIELIMM PAGE: Is 110 Fi=willf.A N oa h CIS M