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Home My WebLink AboutzR-3717 Set'n• Y i= J ADJACENT PROPERTY DATA 322305 -9147 KAMAU NAHASHON +JOYCE NJOROG CL 12' x mini scue 1 " =20' T m W 322305-9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055 `f a FACILITIES & OPERATIONS CTR, -....' x0 U) F 1. 2 Q HEH xy J J ac.xx =:4 `i §SAY iJU v s (7: � Z F' LOT 8 4509 SF 15' SAN SEWER EASEMENT 66.03' 58.95' LOT 5 4534 SF GP.A PMC SCAIR ( IRFm) Iron ;= 20 R IN I 0 IN of \ �Z n I J 'v\1 E 15- 4512 Y N LOT 4 4516 SF ADJACENT PROPERTY DATA 322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058 12' 911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, mini scue 1 " =20' C. ,} CITY OF RENTON Planning /Building /Public Works Dept. m N 322305-9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055 LL ' FACILITIES & OPERATIONS CTR, -....' x0 Z F 1. 2 Q HEH xy J HEH ac.xx IN I 0 IN of \ �Z n I J 'v\1 E 15- 4512 Y N LOT 4 4516 SF LAKESIDE FAIRWOOD PLAT NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. i 3rla.i . 10' ► 10' \ " , 3' ` �'3907`'9E FE"A .65.08' 0.5' 4.70' SIDEWALK EASM'T. STORM DRAIN EASEMENT )" ENVELOPE No __ at TRAET "A„ U fI - DRAINA GE 513 SF t 6934SF ;.L' I -1 iP - � �O 2� TEMPORARY PUBLIC ACCESS � SEMENT (TO BE REMOVED EXT SION OF SE 186 PL. BE ADJACENT PROPERTY DATA 322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058 /31 /1 911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, RENTON, WA 98055 scue 1 " =20' 911700-0180 JULUAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055 C. ,} CITY OF RENTON Planning /Building /Public Works Dept. 911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055 UNITS /ACRE ( RENTON CITY CODE TITLE IV 322305-9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055 4WNE8 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS 322305 -9149 BENSON HILL ELEMENTARY SCHOOL, FACILITIES & OPERATIONS CTR, -....' 7812 S. 124TH ST, SEATTLE, WA 98178 45.96'`: F 1. 2 Q HEH 30 13 J HEH ac.xx FRONT SETBACK 15', REAR 20', SIDE 5', INITIAL PERMIT SUBMITTAL HEH x X 1 as u H� GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) NO. REVISION '01J 3i NOTE 56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND IA-N NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880 THE OF ALL EXISTING EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED HAGENSON AN w -I THE CONATRACTOR HALLNDETERM DETERMINE THE EXACONLY. Y - LOCATION OF ALL EXISTING UTILITIES BEFORE < COMMENCING WORK. CONTRACTOR AGREE :z CONSULTANTS, LLC TO BE FUY ALL WHICHMIGHTSBE CONTACT: HAL HAGENSON, PE _ -. la,.... _.. LLI. YS HIS DAMAGES OCCASIONEDABD TAX PARCEL NUMBER: PHONE: (206) 938 -6168 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY \ CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS AND ALL UNDERGROUND UTILITIES. s 6484 -48TH AVE SW Seattle WA CALL 48 HOURS SITE ADDRESS: 18624 116TH AVE SE, RENTON, phone 206 938- 61H126fox 206.938 -7645 WA GEOTECHNICAL ENGINEER BEFORE YOU DIG GEOTECH CONSULTANTS, INC. C. email H.Hagenson000MCAST.NET I . . 'z` �F S1 WALK E EMT�� 1- 800 -424 -5555 LAKESIDE FAIRWOOD PLAT NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. i 3rla.i . 10' ► 10' \ " , 3' ` �'3907`'9E FE"A .65.08' 0.5' 4.70' SIDEWALK EASM'T. STORM DRAIN EASEMENT )" ENVELOPE No __ at TRAET "A„ U fI - DRAINA GE 513 SF t 6934SF ;.L' I -1 iP - � �O 2� TEMPORARY PUBLIC ACCESS � SEMENT (TO BE REMOVED EXT SION OF SE 186 PL. BE 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) x' HLH /31 /1 PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT s H scue 1 " =20' 4: C. ,} CITY OF RENTON Planning /Building /Public Works Dept. FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC UNITS /ACRE ( RENTON CITY CODE TITLE IV ADDED 12 SD EASEMENT LOT 7 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) PROPERTY INFO HLH /31 /1 PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT s H scue 1 " =20' 4: C. ,} CITY OF RENTON Planning /Building /Public Works Dept. FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC UNITS /ACRE ( RENTON CITY CODE TITLE IV ADDED 12 SD EASEMENT LOT 7 H 4WNE8 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS ,.5860' -....' ADDED SIDEWALK EASEMENT 45.96'`: MIN LOT AREA:4,500SF 3520 SOUTH 198TH ST 1. 2 MAX IMPERVIOUS AREA = 75% SEATAC, WA 98188 HEH 30 13 MAX BUILDING COVERAGE 50% PH (206) 280 -2272 HEH ac.xx FRONT SETBACK 15', REAR 20', SIDE 5', INITIAL PERMIT SUBMITTAL HEH CORNER LOT SIDE YARD 15' FAX EMAIL: Bui- Yvonne&hotmail.com as u H� GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) NO. REVISION '01J 3i APPR 56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND IA-N NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880 EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED I - �- - -I - - -1, F :z Gl41dI CONTACT: HAL HAGENSON, PE _ -. la,.... _.. MADNG 000 TAX PARCEL NUMBER: PHONE: (206) 938 -6168 \ SPOT aflAIIOX z LOT 1 i s �. SITE ADDRESS: 18624 116TH AVE SE, RENTON, WA GEOTECHNICAL ENGINEER GEOTECH CONSULTANTS, INC. C. SDEA YRI I . . 'z` �F S1 WALK E EMT�� OF ON SITE FACILITIES. _ x �� PH: 425- 747 -5616 - -- FAX:425- 747 -8561 plyyg ppµ ST. DESIGNATION: EMAIL: MARCM®GEOTECHNW.COM I BaE xmRUlr MIN 200' V.C. i 116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS J.S.JONES & ASSOCIATES PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908 glpR YAHIaE EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027 REGARDED AS PRE - DEVELOPED FOREST CONTACT: JEFF J I y.1tl1161 as I DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF.JSJONES000MCAST.NET I DEVELOPED IMPERVIOUS FRACTION: 0.68 AC - 9- " " " "" SNPII UAMW DEVELOPED PERVIOUS GRASS FRACTION: 0.72 .....,,_. _ AC WATER: SODS CREEK WATER & SEWER DISTRICT SnfIW peppy o SEWER: SODS CREEK WATER & SEWER DISTRICT ----- `LOT 2 Q 5" BE SCHOOL: RENTON SCHOOL DISTRICT (PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY ^ 4508..Sf 629772) CABLE TV: COMCAST CABLEVISION n_�.. :.. DD SHEET INDEX I I THATPORTION OF THE SOUTHHALF OF FINAL SITE PLAN _I, TIONAA�A " SOUTHEAST QUARTER INSECTION3Z bIIlm DEMO PLAN & ESC DETAILS -4$OT. IN KING COUNTY, WASHINGTON LYING SE 186TH PLAN AND PROFILE NORTHERLY OF THESOUTHERLY505.1 1 116TH SE PLAN AND PROFILE ROW FEET OF SAID SUBDIVISION;EXCEPTTHE x GRADING/DRAINAGE PLAN L J _L RECORDED UNDER RECORDING NUMBER STREET TREE PLAN J` 1698140. ILLUMINATION PLAN COMPREHENSIVE UTILITY PLAN a' ;> VERTICAL DATUM NOTES AND DETAILS , IRRIGATION PLAN -_ NAVD BB SODS CREEK WATER & SEWER CU N VICINITY MA PLAN IN SEPARATE PLANSET BENCHMARK seuc x.T.s TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT ._.. (WCCS POINT ID NO. 3831) 58.60,.... 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 - 58.73' COMPLETENESS OF THIS INFORMATION AN D 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 r l? 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 I -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 �y 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 CONDTTRUCTION 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 5 ' i 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 a 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) ENGINEER PRIOR TO INSTALLATION. R= 311101 CHECK FOR COMPLIANCE TO CITY STANDARDS Ylto 1y 5 PROPERTY INFO HLH /31 /1 PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT s H scue 1 " =20' EXISTING ZONING: R8 DENSITY ALLOWED: 8 Renton Project Number: LUA09 -079 C. ,} CITY OF RENTON Planning /Building /Public Works Dept. FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC UNITS /ACRE ( RENTON CITY CODE TITLE IV ADDED 12 SD EASEMENT LOT 7 H 4WNE8 4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS AEH ATTN: YVONNE BUIT /CHUG NGUYEN ADDED SIDEWALK EASEMENT HEH MIN LOT AREA:4,500SF 3520 SOUTH 198TH ST 2 MAX IMPERVIOUS AREA = 75% SEATAC, WA 98188 HEH 30 13 MAX BUILDING COVERAGE 50% PH (206) 280 -2272 HEH ac.xx FRONT SETBACK 15', REAR 20', SIDE 5', INITIAL PERMIT SUBMITTAL HEH CORNER LOT SIDE YARD 15' FAX EMAIL: Bui- Yvonne&hotmail.com as u H� GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY) NO. REVISION GROSS AREA AFTER ROW DEDICATION CRAMER NORTHWEST, INC DATE APPR 56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND IA-N NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880 EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED DENSITY CALCULATION: CIVIL ENGINEER 8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED HAGENSON CONSULTANTS, LLC ..... Rat aNimm NO. OF LOTS PROPOSED: 8 6484 -48TH AVE SW PROPOSED USE: DETACHED SINGLE FAMILY SEATTLE, WA 98136 -- Gl41dI CONTACT: HAL HAGENSON, PE _ -. la,.... _.. MADNG 000 TAX PARCEL NUMBER: PHONE: (206) 938 -6168 3223059113 FAX: (206) 938 -7645 SPOT aflAIIOX EMAIL: H.Hagenson@comcast.net R a BUM SITE ADDRESS: 18624 116TH AVE SE, RENTON, WA GEOTECHNICAL ENGINEER GEOTECH CONSULTANTS, INC. C. SDEA YRI RECREATION SPACE TO BE PAID FEE -IN -LIEU CONTACT: MARL MCGINNIS OF ON SITE FACILITIES. _ x �� PH: 425- 747 -5616 - -- FAX:425- 747 -8561 plyyg ppµ ST. DESIGNATION: EMAIL: MARCM®GEOTECHNW.COM SE 186TH ST - SUBACCESS �T_ BaE xmRUlr MIN 200' V.C. 116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS J.S.JONES & ASSOCIATES PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908 glpR YAHIaE EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027 REGARDED AS PRE - DEVELOPED FOREST CONTACT: JEFF BIER aFANOUI PH 253- 905 -5736 a y.1tl1161 as DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF.JSJONES000MCAST.NET DEVELOPED IMPERVIOUS FRACTION: 0.68 AC - 9- " " " "" SNPII UAMW DEVELOPED PERVIOUS GRASS FRACTION: 0.72 .....,,_. _ AC WATER: SODS CREEK WATER & SEWER DISTRICT SnfIW peppy ''. SEWER: SODS CREEK WATER & SEWER DISTRICT ----- OVUM POE LEGAL DESCRIPTION FIRE: CITY OF RENTON -F -F- SLi RRa SCHOOL: RENTON SCHOOL DISTRICT (PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY TELEPHONE: QWEST 629772) CABLE TV: COMCAST CABLEVISION SHEET INDEX THE EAST HALF OF THE EAST HALF OF THATPORTION OF THE SOUTHHALF OF FINAL SITE PLAN THE NORTHEAST QUARTER OF THE EROSION CONTROL PLAN " SOUTHEAST QUARTER INSECTION3Z bIIlm DEMO PLAN & ESC DETAILS TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, HORIZONTAL CONTROL PLAN IN KING COUNTY, WASHINGTON LYING SE 186TH PLAN AND PROFILE NORTHERLY OF THESOUTHERLY505.1 1 116TH SE PLAN AND PROFILE FEET OF SAID SUBDIVISION;EXCEPTTHE x GRADING/DRAINAGE PLAN EAST 30 FEET CONVEYED TOKINGCOUNTY 4 -SITE ROAD & STORM DETAILS FOR 116THAVESOUTHEASTBYDEED R LANDSCAPE PLAN /TREE RETENTION RECORDED UNDER RECORDING NUMBER STREET TREE PLAN 1698140. ILLUMINATION PLAN COMPREHENSIVE UTILITY PLAN VERTICAL DATUM NOTES AND DETAILS IRRIGATION PLAN NAVD BB SODS CREEK WATER & SEWER VICINITY MA PLAN IN SEPARATE PLANSET BENCHMARK seuc x.T.s TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES. 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 AN D 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 I -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 CONDTTRUCTION 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 ENGINEER PRIOR TO INSTALLATION. R= 311101 CHECK FOR COMPLIANCE TO CITY STANDARDS Ylto 1y 5 AUULU S I UKM PUNU LASLMEN I HLH /31 /1 s H scue 1 " =20' vunrx xw ae/x DATUM C. ,} CITY OF RENTON Planning /Building /Public Works Dept. FINAL SITE PLAN LAKESIDE FAIRWOOD PLAT 18621 116TH aVE se RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 4 ADDED 12 SD EASEMENT LOT 7 H 19 1 AEH 3 ADDED SIDEWALK EASEMENT HEH 3/7/14 2 REVISED PER CITY 8/16/13 COMMENTS HEH 30 13 HEH ac.xx 1 INITIAL PERMIT SUBMITTAL HEH D=11-71-3 as u H� AT RU sx oxe. NO. REVISION BY DATE APPR HEH IA-N C1 C2 C3 04 CS CIS C7 CS C9 CIO C11 C12 C13 R -1 5/1/13 rxtnsou vw,E C1 - G 0 EROSION AND SEDIMENT CONTROL NOTES: W 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, Q RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND (� CONSTRUCTION grading OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL W 3. THE BOUNDARIES OF THE CLEARING LIMITS SHORT! ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE } OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO JDISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED PITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW. 0 N s N 0 z 0 0 U_ a &Y G .� gN1iN R10tiN!':1WLKMYYD ATPoFRWiVRY.'AOEAOi.W i4N/LBIfMARIbIRWICTOP0111 MLY t:1pa VM6M E . EaFIMLM.68tIlM® ,• i i E RiEPIM,C i }n1n IYM `••....�• YNYNIM'TNFM]I ' L_ � L_ R WIOa1. TIYQI NIM ' AFYAVOFnYEFpFA®a INTWML tOfM1MEMppWFV® �\ \ Z �, MMNUM4I0. G1F81HKE Z WR,N®IRCR(9WMHii aloTr +. awlmnlaor 1.1. SET FEIILE WY REUSED OOVAifitOPE Cf ALLg8I13EEDARE/6 12 BETFEMCEQNOf NIiBIDEDTO iRFAi CLWfFMMTFD RQV6, HIX166RERDEO TO iRFhi8U69TH tFLLLPAIOVNI9 CPOVFlUNN 0.G,Y. AMT COR W iEMIEO FIAH MOST BE CONVEYED T W OtpN THE pN W AOE 6Y8 FEEA TO A BEOIAHIT TRM pt PORO. z Ds16E1Arw•rAUATIONSieaxATNNM a1. TFEOEOEFMIEUSE0YC6T1ETTME mAMMRDUmEDBELLON. AMPYKTHE 1N1AiACfIAiERB FABW09PEC61CATIa6Lg8 lDE AVAEAfiIEtlI,¢_iTE __ .... ..ttuvy V US4IHLS:aba;tH.T1MHna4 _..... -yV .:vvy,_a na, sect Y.I[PHWIIRM ISry.ON:, EiiLtiaMWt [pL tli�[ww::,.,PSrvuntil 'SIbMx,aP,xxwtMxdlatlo: .MAaxNUV,PwnTM�PM.'[' n.w 22 mNINA081RENGTHFA6WLgEGW1E8 NT1E6M.NW TD VI6FIEA9ETNE 8aPEXGTHCFTNE FGiCE .WREfl1CKNOOR CLC8Efl Po6T BPAaIq WY�RE{xIIR®FER E%ERA mRENOMiA6 WC(FRE1D PLAFORYNIDE WANWRB ASIRPI(ERFENLE. 22 YAEnET1EFENCEYEHiMlE0.TEE6U ]PESfWLNOT 6E8iEEPERTIMNMiV 2r. FAT9CALSILT FENTE6(RED.TNEmAxpWD W'iPENa1AMYNOTBEIIEflUCEDA3tON0 A31HEBOTEdIBINCNE30FTHESILTFeICE $ WELLBUPEDANO SEGUE NATPENa1TNAT mA &t�8 ]IEFHICENDOOESNOT OLLAW WATERTO6WA960RWeTEPIIRETNE &LT FENCE. a I'MNNRNANCEmAINOIIr• a1. ANY N.YKiESNN16E REPAw MYFD 111 11. at Rat TTO aOtIEPIAIE LL®OE OFD PFEEIKE FMTM8fg1OF THEiE010E CLOOOMMMi IND TSA BSARyENTT FLMMON. ER TO TEEN CUISM CIMMEIPAM1N Of FLOAB PNIN3ELTO TEE FENCE. IF TNG OCCURS, REFUGE TIE PENCE Oft PEMOVEDTNETRPP 8EBwExr. aN. 8®LFNT MDBT r flEVw1ED ws16EO•EEm o a me Ms xcH iA. FTIERTER FIIBIOL(QOiORIla HA90E1ERICMTED WETOULRNVp1 EFBPFMW'Ml.R9HALLBE REPIACEO. PUBLIC WORKS SILT FENCE �. PLAN - 014.00 N® D €PAR MEN1 ...... -. _..- .... -. WARCE d00U SOLID WALLS FILTER MEDIA FOR DEWATERING I I NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN GRATE CATCH BASIN INSERT GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY. 3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY. 4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH BASIN INSERTS PER THE DETAIL HEREON. I.MI.pePR TEPMP'MY fp YCpYFNIFDTNTiIE xrvNaucmYaeorwT LNaFPRNNiaFFirE FAo WTALL M'RWAYOAVD111Fii@E 6A0.Wi5RtltpIPE &xi, A9 PFR CrtY1WM8fAVMN9 araYAmFAMe ...............• . /, 1SIW.1x1O(MFdB -.� � i'�� ,�,� , MA3Y4LRbu6A 1. CWOITION OF JIBE E.1. CDFSTRUCipN ENTRNiCE&W.L fiEmABLIIEO WHEREVER TMFFIC 4NLL BE LFAVNU ACONSRIUCIION SnE ANOTMYeTPA CN PAVEO ROAOS OR OIHERPAVEOAREAS WRHIN 1,000 FEET OFTHE SRE. uNrxs'. -: aamam, sa pw^simn. - i4aT I -,DVwrou lasTV CUk( z'v,MAx. 'f�Ji' 9 91i ST9i \4T, Ia1 Rf'JDMP.AI .IS,PSI MIA. Fg01 (atC.t ^q)511 ]GEfi(Ai. iia ti ?A n>t GJp$nF; .H 30 13 POROUS BOTTOM EH 1 13 CATCH BASIN INSERT GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY. 3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY. 4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH BASIN INSERTS PER THE DETAIL HEREON. I.MI.pePR TEPMP'MY fp YCpYFNIFDTNTiIE xrvNaucmYaeorwT LNaFPRNNiaFFirE FAo WTALL M'RWAYOAVD111Fii@E 6A0.Wi5RtltpIPE &xi, A9 PFR CrtY1WM8fAVMN9 araYAmFAMe ...............• . /, 1SIW.1x1O(MFdB -.� � i'�� ,�,� , MA3Y4LRbu6A 1. CWOITION OF JIBE E.1. CDFSTRUCipN ENTRNiCE&W.L fiEmABLIIEO WHEREVER TMFFIC 4NLL BE LFAVNU ACONSRIUCIION SnE ANOTMYeTPA CN PAVEO ROAOS OR OIHERPAVEOAREAS WRHIN 1,000 FEET OFTHE SRE. uNrxs'. -: aamam, sa pw^simn. - i4aT I -,DVwrou lasTV CUk( z'v,MAx. 'f�Ji' 9 91i ST9i \4T, Ia1 Rf'JDMP.AI .IS,PSI MIA. Fg01 (atC.t ^q)511 ]GEfi(Ai. iia ti ?A n>t GJp$nF; Z DEBIONAND INmAUATgN BFECIRCAnONB 2.1. HOG FUEL (WOOD SASEO NULOH) MAY BE FOR PERMANENT ROAOB. HOG FUEL IS M PAVEM 1x,0F IFTII E HOG lEE OF BEING PAVELENT OR IFT IN HOO FUEL IS SEWS 22. fENC@Ia SHALL SE INSTALLEDAS NECES 2.1. WHEHEVETHEEF 8aT1VE ESSOFTIEY 1NGREAGE THE EFT[I:TIVENE88 OF THE F a. 1wxTExulce mANOAaoe 31. 32, as 3A. as NOTE HAGENSON THE LOCATION OF ALL Y ONLY. UNDERGROUND TOR SHALL L SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL MISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES i TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CONSULTANTS, LLC AND PRESERVE BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND TO EXAC CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS 6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG phone 206 938 -6168 fox 206.938 -7645 R nil H HnnFit ®W.f111f.AST NET 1- 800 -424 -5555 F1 CANSIIBSTANTULLY A� PUBL= rAR'.S STABILIZED _STD PLN_21610 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2C05 EXPIRES 3 1 REVISED CLEARING LIMITS REVISION NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. CONSTRUCTION SEQUENCE GRAPHIC SCALE 20 S t0 20 b 80 ( IN FEET ) 1 inch = 20 ft. -H /19/1 1 " =20' HEH -H /7/1 .H 30 13 °R " HEH EH 1 13 HEH AT FBU rue P NDf OIE NLN aalE ram•BNRr BY DATE APPR wm01EI; ,_„ 1. CONDUCT CITY OF RENTON PRE -CON MTG 2. INSTALL CATCH BASIN PROTECTION 3. INSTALL CONSTRUCTION ROCK ENTRANCE 4. INSTALL SILT FENCE 5. CONSTRUCT SITE 6. OBTAIN FINAL CONSTRUCTION APPROVAL 7. REMOVE TESC MEASURES MAINTENANCE STANDARDS ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) CHECKED FOR COMPLIANCE TO CITY STANDARDS (0 Haw Im CITY OF EROSION CONTROL PLAN NCRQaBN; NtB tp&1 /tppl ,I ..� RENTON LAKESIDE FAIRWOOD PLAT DATUM 18621 - 116TH AVE SE Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A a YE 5/1/13 C2 d U NE 1/4 OF SE 1/4 OF SEC 32, TWP. 23N., RGE. 5E.2 W.M. DEMOLITION NOTES 1. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FORM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING PATH ALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE, INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, TELEPHONE, WATER, SEWER, AND STORM LINES. 3. ALL STRUCTURES BEING DEMOLISHED, INCLUDING SLABS AND FOUNDATIONS, SHALL BE COMPLETELY REMOVED FROM THE SITE. 4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, HAZARDOUS MATERIALS, DISPOSAL, AND HOURS OF OPERATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONTRACT. 6. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT THE EXISTING STRUCTURES FOR ANY CONDITIONS WHICH MAY AFFECT THE DEMOLITION PROCEDURES. CONFLICTS SHOULD BE NOTED TO THE ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED PRIOR TO SUBMISSION OF A BID. 8. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE PERMITTED. NO DEBRIS INCLUDING CONCRETE OF ASPHALT MAY BE PLACED IN ANY FILL AREA. 10. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE DEMOLITION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REPAIRS SHALL BE THE SOLE RESPONSIBLITY OF THE CONTRACTOR. ALL REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY. 11. DURING THE COURSE OF DEMOLITION, CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY SAFETY MEASURES AS NECESSARY. \ TREES T1 THREE 8" MAPLES T2 6' MAPLE - T3 8" MAPLE T4 8" POPLAR T5 8" POPLAR w Y T6 10" POPLAR h T7 8" POPLAR T8 14 POPLAR (SR1.19R. a n SnC "ESP) � Ir T9 10" POPLAR 7 T10 6" PINE T11 10" POPLAR °LOT 1 T1 2 6" PINE s T 2" MAPLE 3678, SF k T14 14" POPLAR x = tavV� ,,.,;_ a T16 8" POPLAR LOT 5 `'. 'LOT 2 am MRE Il T17 14 POPLAR LOT 4 LOT 3 °� T17 14" POPLAR ' 4534 SF �`� 4516 SF .' "� 5' HIGH PLASTIC OR�RAIINS�JNK _ ` 4514 SF\ TEMPORARY PROTECTION FENCE - I WP rtNa TO CALM o WRE 0 56FOOTT a -rr WR .m�axc T18 6" POPLAR 2 T19 10 POPLAR ._ .' a PE rtxre ro S>Eft FEacs rosr (- TYPICAL_UNLESS OTHEREWISE �'� NOTED) SEE SIGNIFICANT TREE, SAVE TREES T -4 7 NOW Puna TmuseP SnO T20 8" POPLAR THROUGH T —I W. 710E A 1 111E UMPUrvE ARWND RETENTION NOTES AND TREE To eE PE.. (11CAQ , N TE DETAILS ��.,, ALL OTHER TREES T21 14� POPLAR ON DEMOLITION PLAN SHEET C3. ONSITE_MAY BE - TREE PROTECTION FENCE DETAIL �� T22 16" POPLAR >- - REMOVED V n 7 G NOI705CAId v: a . GRAPHIC SCALE YO 0 10 TO W N EIIIIIIIII ( IN FEET ) 1 inch = 20 H. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) - T28 8" MAPLE , T29 6" PINE T30 6" PINE CONSTRUCTION O1 EXISTING ROCKERY WALL TO BE REMOVED. O2 EXISTING STRUCTURES TO BE REMOVED. 3O EXISTING FENCE TO BE REMOVED. O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY. SO EXISTING PAVEMENT TO BE REMOVED. 6O EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9) O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION. OS EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED. SEE SITE PLAN SHEET C4. O EXISTING DRIVEWAY TO BE REMOVED. 10 EXISTING WATER METER TO BE CUT AND CAPPED AT MAIN UNDER SEPARATE WATER PERMIT. NOTE THE LOCATION OF ALL EXISTING EA IUTILITIES SHOWN E APPROXIMATE aEXIHAGENSON DTERMNE THEEXA LOCATION OF BEFORE COMMENCING WORK. CONTRACTOR AGREES To 11 111 CONSULTANTS, LLC AND PRESERVE RVE AONY AND ALL BUND UNDERGROUND UTILITIES EXACTLY LOCH CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6464 -467H AVE SW Seattle WA 93126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H.Halimm000MCASLNET 1- 800 -424 -5555 2 1 REVISED PER 8/30/13 CITY NO. I REVISION GENERAL NOTES: 1. REFERENCE STORM DRAINAGE NOTES ON SHEET C8. 2. ALL TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO AFFECT THE TREES TO REMAIN. 3. PATCH ROADWAY PER CDR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. HEH HEH BY I DATE I APPR I HEH T31 6 PINE T32 60" CEDAR — Significant Tree Protection: T33 9" MAPLE T34 9" MAPLE 1.Prior to any clearing all trees to be retained shall be Flagged. 2.Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify T35 28" COTTONWOOD the protected area (drip line) of any signifcant tree designated for retention. The height of such fencing shall be T36 11" MAPLE adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the T37 12° MAPLE protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of tree trunk diameter measured four feet above the ground or at the drip line of the tree. T38 9" MAPLE —At no time during and after construction shall the following be permitted within the significant tree protection area: T39 13" MAPLE (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited T40 22•• MAPLE circumstances where proposed improvements using permeable materials are determined by an arborist to be non — detrimental to the trees root system. T41 20" MAPLE — Significant Tree Maintenance: T42 18" COTTONWOOD (a) All significant trees shall be maintained for the life of the project including monitoring. T43 TWO 22° COTTONWOODS (b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primary limb failure. This requirement shall not be interpreted to allow: T44 24" COTTONWOOD (1) topping of primary stems T45 24" COTTONWOOD (2) pruning that results in the loss of 20 percent of vegetative mass T46 24" COTTONWOOD (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable by a certified arborist CHECKED FOR COMPLIANCE TO CITY STANDARDS (4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does /0 not occur in a planting season. — The Significant Trees to be retained as shown on the approved S0 \can lee @ Plpp=,sha be3intained by the future owners of the proposed lots. 7 3 "°° " ° °°' °�, /, DEMO PLAN & ESC DETAILS 5/1/13 1 ° =20• ' , CITY 0 F RENTON LAKESIDE FAIRWOOD PLAT F: , � DATUM 18621 - 116TH AVE SE Al Planning /Building /Public Works Dept. RENTON, WASHINGTON C3 SfN£ /L4YMM0.Y LAKESIDE INVESTMENTS, LLC 3 W: 13 A— NNNNAA O x; �LOT8 4509 SF I NE 1/4 OF SE 1/4 OF SEC 32, TWP. 23N., RGE. 5E.2 W.M. DEMOLITION NOTES 1. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FORM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING PATH ALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE, INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, TELEPHONE, WATER, SEWER, AND STORM LINES. 3. ALL STRUCTURES BEING DEMOLISHED, INCLUDING SLABS AND FOUNDATIONS, SHALL BE COMPLETELY REMOVED FROM THE SITE. 4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, HAZARDOUS MATERIALS, DISPOSAL, AND HOURS OF OPERATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONTRACT. 6. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT THE EXISTING STRUCTURES FOR ANY CONDITIONS WHICH MAY AFFECT THE DEMOLITION PROCEDURES. CONFLICTS SHOULD BE NOTED TO THE ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED PRIOR TO SUBMISSION OF A BID. 8. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE PERMITTED. NO DEBRIS INCLUDING CONCRETE OF ASPHALT MAY BE PLACED IN ANY FILL AREA. 10. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE DEMOLITION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REPAIRS SHALL BE THE SOLE RESPONSIBLITY OF THE CONTRACTOR. ALL REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY. 11. DURING THE COURSE OF DEMOLITION, CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY SAFETY MEASURES AS NECESSARY. \ TREES T1 THREE 8" MAPLES T2 6' MAPLE - T3 8" MAPLE T4 8" POPLAR T5 8" POPLAR w Y T6 10" POPLAR h T7 8" POPLAR T8 14 POPLAR (SR1.19R. a n SnC "ESP) � Ir T9 10" POPLAR 7 T10 6" PINE T11 10" POPLAR °LOT 1 T1 2 6" PINE s T 2" MAPLE 3678, SF k T14 14" POPLAR x = tavV� ,,.,;_ a T16 8" POPLAR LOT 5 `'. 'LOT 2 am MRE Il T17 14 POPLAR LOT 4 LOT 3 °� T17 14" POPLAR ' 4534 SF �`� 4516 SF .' "� 5' HIGH PLASTIC OR�RAIINS�JNK _ ` 4514 SF\ TEMPORARY PROTECTION FENCE - I WP rtNa TO CALM o WRE 0 56FOOTT a -rr WR .m�axc T18 6" POPLAR 2 T19 10 POPLAR ._ .' a PE rtxre ro S>Eft FEacs rosr (- TYPICAL_UNLESS OTHEREWISE �'� NOTED) SEE SIGNIFICANT TREE, SAVE TREES T -4 7 NOW Puna TmuseP SnO T20 8" POPLAR THROUGH T —I W. 710E A 1 111E UMPUrvE ARWND RETENTION NOTES AND TREE To eE PE.. (11CAQ , N TE DETAILS ��.,, ALL OTHER TREES T21 14� POPLAR ON DEMOLITION PLAN SHEET C3. ONSITE_MAY BE - TREE PROTECTION FENCE DETAIL �� T22 16" POPLAR >- - REMOVED V n 7 G NOI705CAId v: a . GRAPHIC SCALE YO 0 10 TO W N EIIIIIIIII ( IN FEET ) 1 inch = 20 H. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) - T28 8" MAPLE , T29 6" PINE T30 6" PINE CONSTRUCTION O1 EXISTING ROCKERY WALL TO BE REMOVED. O2 EXISTING STRUCTURES TO BE REMOVED. 3O EXISTING FENCE TO BE REMOVED. O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY. SO EXISTING PAVEMENT TO BE REMOVED. 6O EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9) O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION. OS EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED. SEE SITE PLAN SHEET C4. O EXISTING DRIVEWAY TO BE REMOVED. 10 EXISTING WATER METER TO BE CUT AND CAPPED AT MAIN UNDER SEPARATE WATER PERMIT. NOTE THE LOCATION OF ALL EXISTING EA IUTILITIES SHOWN E APPROXIMATE aEXIHAGENSON DTERMNE THEEXA LOCATION OF BEFORE COMMENCING WORK. CONTRACTOR AGREES To 11 111 CONSULTANTS, LLC AND PRESERVE RVE AONY AND ALL BUND UNDERGROUND UTILITIES EXACTLY LOCH CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6464 -467H AVE SW Seattle WA 93126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H.Halimm000MCASLNET 1- 800 -424 -5555 2 1 REVISED PER 8/30/13 CITY NO. I REVISION GENERAL NOTES: 1. REFERENCE STORM DRAINAGE NOTES ON SHEET C8. 2. ALL TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO AFFECT THE TREES TO REMAIN. 3. PATCH ROADWAY PER CDR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. HEH HEH BY I DATE I APPR I HEH T31 6 PINE T32 60" CEDAR — Significant Tree Protection: T33 9" MAPLE T34 9" MAPLE 1.Prior to any clearing all trees to be retained shall be Flagged. 2.Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify T35 28" COTTONWOOD the protected area (drip line) of any signifcant tree designated for retention. The height of such fencing shall be T36 11" MAPLE adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the T37 12° MAPLE protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of tree trunk diameter measured four feet above the ground or at the drip line of the tree. T38 9" MAPLE —At no time during and after construction shall the following be permitted within the significant tree protection area: T39 13" MAPLE (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited T40 22•• MAPLE circumstances where proposed improvements using permeable materials are determined by an arborist to be non — detrimental to the trees root system. T41 20" MAPLE — Significant Tree Maintenance: T42 18" COTTONWOOD (a) All significant trees shall be maintained for the life of the project including monitoring. T43 TWO 22° COTTONWOODS (b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primary limb failure. This requirement shall not be interpreted to allow: T44 24" COTTONWOOD (1) topping of primary stems T45 24" COTTONWOOD (2) pruning that results in the loss of 20 percent of vegetative mass T46 24" COTTONWOOD (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable by a certified arborist CHECKED FOR COMPLIANCE TO CITY STANDARDS (4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does /0 not occur in a planting season. — The Significant Trees to be retained as shown on the approved S0 \can lee @ Plpp=,sha be3intained by the future owners of the proposed lots. 7 3 "°° " ° °°' °�, /, DEMO PLAN & ESC DETAILS 5/1/13 1 ° =20• ' , CITY 0 F RENTON LAKESIDE FAIRWOOD PLAT F: , � DATUM 18621 - 116TH AVE SE Al Planning /Building /Public Works Dept. RENTON, WASHINGTON C3 SfN£ /L4YMM0.Y LAKESIDE INVESTMENTS, LLC 3 W: 13 A— NNNNAA O LU I- Q H CD Ix LU J a Y u S.E. 186th St NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. Found monument in case - 6/13/13 .. SHED HE Q _ J .. 6 6a _ 9985 - ___ _ l 65.08 04' - ` —STORM DRAIN EASEMENT I°i I m -- - Iw - ----- ---- TRACT 'A" m LOT6 DRAINAGE I I DRAINAGE 4513 SF EASEMENT 6934 SF 12' DRAINAGE EASEMENT - LOT 45009 SF 1512 15' SAN EASEMENT 6603' 65.64' "? 99.82' L e 2/ TEMPORARY PUBLIC ACCESS _S89_33'01_W 4 _ _ } - _ M1.43* 2107 —F _E� 1.00 IL 4 4a' p. . 58.95' 58.63' 5873, 'h,s 1�'ic 58.60' 45.96' ]S9 I LOT 1 0.5' w l I I SIDEWALK I 4678 SF EASM'T. ce �I I ^n LOTS In LOT I° LOT h 45008 SF 5' ^ DEDICATED A LO 2 0530 SF 4516 SF In 4511 SF In In ADDITIONAL I I I IV I 58.82' _ 58.63'— 58.73' 58.60' N 6906.2 W E 5016.1]Ifi E /]11.9961 N 6903.9363 AVE SE a o —N 72520919 NE 5054.7177 gi I -ROAD STAIN 10!00 PROPERTY CORNER 0 ROT ANGLE INTERSECPON TO CFNIERUNE GRAPHIC SCALE '... 30 0 15 30 60 -30, ( IN FEET ) ''. 1 inch = 30 ft. VERTICAL DATUM NAVD 88 - - -- BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 -- INTVMCRON 10493.3 (SE 116TH) ELEV. = 514.98 FT - 0400 (10311 S (WCCS POINT ID NO. 3831) R- 311104 CHECKFp FOR COMPLIANCE TO CITY STANDARDS e n n. / /e DoeGNOn SCALE OH wR¢artu:xnivlesm cL x.L CITY OF SITE CONTROL PLAN osvu HEH RENTON LAKESIDE FAIRWOOD PLAT 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 " HEH _u 18621 - 116TH AVE SE 1 INITIAL PERMIT SUBMITTAL HEH 1 13 Nam DATUM HEH Planning /Building /Public Works Dept. RENTON, WASHINGTON NO. REVISION BY DATE APPR t°PRO HEH wur: �. LAKESIDE INVESTMENTS, LLC Cb. r2 - I7a V A oaE 5/1/13 E>F,R99na P.2 C4 sc5n 4 X13 - ININININIAIAI ....................... . 0 A NOTE UNDERGROUND THE LOCATION OF ALL E)QSTING SHOWN IN AN APPROXIMATE THE CONTRACTOR SHALL T DETERMINE THE AC LOCATION EXISTING BEFORE WORK. All LM OBCR AE T /� CONSULTANTS LL IGUCHOLT Y TOAECTLY LOCATE OCCASIO EDLL AND PRESERVE UNHRGROUND CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7646 BEFORE YOU DIG email H.Hagensw000MCAST.NET 1- 800424 -5555 S.E. 186th St NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. Found monument in case - 6/13/13 .. SHED HE Q _ J .. 6 6a _ 9985 - ___ _ l 65.08 04' - ` —STORM DRAIN EASEMENT I°i I m -- - Iw - ----- ---- TRACT 'A" m LOT6 DRAINAGE I I DRAINAGE 4513 SF EASEMENT 6934 SF 12' DRAINAGE EASEMENT - LOT 45009 SF 1512 15' SAN EASEMENT 6603' 65.64' "? 99.82' L e 2/ TEMPORARY PUBLIC ACCESS _S89_33'01_W 4 _ _ } - _ M1.43* 2107 —F _E� 1.00 IL 4 4a' p. . 58.95' 58.63' 5873, 'h,s 1�'ic 58.60' 45.96' ]S9 I LOT 1 0.5' w l I I SIDEWALK I 4678 SF EASM'T. ce �I I ^n LOTS In LOT I° LOT h 45008 SF 5' ^ DEDICATED A LO 2 0530 SF 4516 SF In 4511 SF In In ADDITIONAL I I I IV I 58.82' _ 58.63'— 58.73' 58.60' N 6906.2 W E 5016.1]Ifi E /]11.9961 N 6903.9363 AVE SE a o —N 72520919 NE 5054.7177 gi I -ROAD STAIN 10!00 PROPERTY CORNER 0 ROT ANGLE INTERSECPON TO CFNIERUNE GRAPHIC SCALE '... 30 0 15 30 60 -30, ( IN FEET ) ''. 1 inch = 30 ft. VERTICAL DATUM NAVD 88 - - -- BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 -- INTVMCRON 10493.3 (SE 116TH) ELEV. = 514.98 FT - 0400 (10311 S (WCCS POINT ID NO. 3831) R- 311104 CHECKFp FOR COMPLIANCE TO CITY STANDARDS e n n. / /e DoeGNOn SCALE OH wR¢artu:xnivlesm cL x.L CITY OF SITE CONTROL PLAN osvu HEH RENTON LAKESIDE FAIRWOOD PLAT 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 " HEH _u 18621 - 116TH AVE SE 1 INITIAL PERMIT SUBMITTAL HEH 1 13 Nam DATUM HEH Planning /Building /Public Works Dept. RENTON, WASHINGTON NO. REVISION BY DATE APPR t°PRO HEH wur: �. LAKESIDE INVESTMENTS, LLC Cb. r2 - I7a V A oaE 5/1/13 E>F,R99na P.2 C4 sc5n 4 X13 - ININININIAIAI ....................... . 0 A I U 0 TEMPORARY ACCESS .: BEGIN VERT CURB/WALK- WALK FG 49 0. SIDEWALK _EASM'T LOT 6 4513 SF I: li V ' 0 +50 NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. I ao 5' 0 I > z z UI m I n A 5 30' P GRAPHIC SCALE 0 10 20 " ( IN FEET ) M ILBOX LOCATION _ 1 inch = 20 ft. ( -E DETAIL) VERTICAL DATUM NAVD 88 BENCHMARK -HC MP'I 0 +00 TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 - --*��-INTERSECTION ELEV. = 514.98 FT STA 10 +93.30 -116TH SE +- - STA 0 +00 -SE 86TH (WCCS POINT ID N0. 3831) 0 :8 PLANTER v STA 3 +27.5 -18' LONG ' ae �....' 'q q a 5. SIDEWA d 2 TYPE III BARRICADE - - - = - - - - - - - r - - _ - ON X4' WOODEN POSTS " :� - - - BURIED 3' IN CONCRETE I ° - n _ ATTACH RB- 7(MODIFED) - - z - �- 2 - - +� - - �.. - - - - - FUTURE THRU STREET SIGN Q, LOT 1 W SIDEWALK L 4678 SF EASM'T.Ki F '^ -1 VJ 5,00,,! LOT 5 5 I LU DRAINAGE } LOT 4 I L LQT 2 - � 5 Q 4534 SF - _ "' ' 12 DRAINAGEEASEMEN EASEMENN -- T 4508 SF - D DEDICATED AS; LOT 8 I LOT7 1 4514 SF . .._., A ADDITIONAL; ; '- 4509 SF 4512 SF I I I I , I I I I I I � I I I I I I i 15' SAN I EASEMENT SIDEWLK '.5' SIDE WALK- ....... 8' ,'PLANTER =3 45 3 +00 �� -E �� PUBLIC ROAD2 +00 r. TEMPORARY ACCESS .: BEGIN VERT CURB/WALK- WALK FG 49 0. SIDEWALK _EASM'T LOT 6 4513 SF I: li V ' 0 +50 NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. I ao 5' 0 I > z z UI m I n A 5 30' P GRAPHIC SCALE 0 10 20 " ( IN FEET ) M ILBOX LOCATION _ 1 inch = 20 ft. ( -E DETAIL) VERTICAL DATUM NAVD 88 BENCHMARK -HC MP'I 0 +00 TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 - --*��-INTERSECTION ELEV. = 514.98 FT STA 10 +93.30 -116TH SE +- - STA 0 +00 -SE 86TH (WCCS POINT ID N0. 3831) 0 :8 PLANTER v STA 3 +27.5 -18' LONG ' ae �....' 'q q a 5. SIDEWA d 2 TYPE III BARRICADE - - - = - - - - - - - r - - _ - ON X4' WOODEN POSTS " :� - - - BURIED 3' IN CONCRETE I ° - n _ ATTACH RB- 7(MODIFED) - - z - �- 2 - - +� - - �.. - - - - - FUTURE THRU STREET SIGN "'j WALK FG 490 91-:�:' STA 11#95E30-'22'tfi--E---- 500 ,.1 m:1 ROAD NOTES 1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON 2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001 jjj 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007 m{ 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5 5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H -018 I 2 .00 a ` 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER SID PLAN F012.2 7. CONSTRUCT MAILBOX PER STD PLAN H027 8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS. DRIVEWAY TABLE- 16' WIDE DRIVEWAY _ ADJUST TO STATION OFFSET GRADE (TYP) 0 +82.26 L z1 0 +84.19 R 1 +40.88 L E ° .. 1 +70.88 L NOTE THE LOCATION OF ALL EXISTING HAGENSON DIN THEMEXXACT LOCATIONU ONTHD EALL EXISTINGRUTTIES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES PALY RESPONSIBLE FOR MY AND ALL DAMAGES CONSULTANTS� LL � i9� ENGINEERING CPAL ��BE ,4CCASI�fDBVI�F��oE�A��o�A� 6484 -48TH AVE SW Seattle WA 98126 IC�� phone 206 938 -6168 fax 206.938-7M AND PRESERVE ANV AND All UNDERGROUND U�IJUE51 @�IOII�nQ9��W� CALL 48 HOURS BEFORE YOU DIG 4 nnn -A9d_5555 116 V1'11AL' - JG luu r, Lai up SCALE: HORIZ: 1" = 20' VERT: 1" = 5' 1 +87.39 R - 20'WIDTH, 20' RADIUS - SEE PLAN 2 +49.637 R 2 +58.24 L 2 +79.67 R 2 +88.24 L 500 CONSTRUCTION NOTES 495 1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2000NSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 490 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. ®CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 ' :1, 175 0 +00 TYPICAL CROSS SECTION NOT TO SCALE SE 186TH PL R- 311705 Rp BN RAN F-001 w, iu CHECK FOR COMPLIANCE TO CITY STANDARDS �O FOR 6 PLANTER H 19 1 w 0H vmm�l ww'oea CITY OF SE 186TH PLAN & PROFILE BFSGNED: 1 " =� NORaeNfN:ND19B3 /IBBI �� LAKESIDE FAIRWOOD PLAT 4 REVISE IGN AT STA 19 4 HEH /30 HEH -20 �0 PER CITY 8 16 13 COMMENTS HEH 30 13 HEH RENTON 1$121 - 116TH AVE SE 3 ADDEDJERMIT SUBMITTAL HEH 1 13 pEp HEH RE rc�;wcN DATUM 18NTON, WASHINGTON 2 REVISED REVISION m DATE APPR �� "` vurxE Planning /Building /Public Works Dept. LE1�$�DEINVESTMENSS,LLC HEH * «+E ^x" 1 INITIAL NO. n.>F: 5/1/13 Fes; Bw� C5 5 X13 P LOT 1 SIDEWALK L 4678 SF EASM'T.Ki 5,00,,! LOT 5 5 I CO C LOT 4 I L LQT 2 - � 5 5' TO BE WALK 4534 SF - � L LOT 3 L 4508 SF - D DEDICATED AS; A 4514 SF . .._., A ADDITIONAL; ; ' 1" E E�� •. R ROW - I I I � � - I I I SIDEWLK 500 ,.1 m:1 ROAD NOTES 1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON 2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001 jjj 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007 m{ 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5 5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H -018 I 2 .00 a ` 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER SID PLAN F012.2 7. CONSTRUCT MAILBOX PER STD PLAN H027 8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS. DRIVEWAY TABLE- 16' WIDE DRIVEWAY _ ADJUST TO STATION OFFSET GRADE (TYP) 0 +82.26 L z1 0 +84.19 R 1 +40.88 L E ° .. 1 +70.88 L NOTE THE LOCATION OF ALL EXISTING HAGENSON DIN THEMEXXACT LOCATIONU ONTHD EALL EXISTINGRUTTIES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES PALY RESPONSIBLE FOR MY AND ALL DAMAGES CONSULTANTS� LL � i9� ENGINEERING CPAL ��BE ,4CCASI�fDBVI�F��oE�A��o�A� 6484 -48TH AVE SW Seattle WA 98126 IC�� phone 206 938 -6168 fax 206.938-7M AND PRESERVE ANV AND All UNDERGROUND U�IJUE51 @�IOII�nQ9��W� CALL 48 HOURS BEFORE YOU DIG 4 nnn -A9d_5555 116 V1'11AL' - JG luu r, Lai up SCALE: HORIZ: 1" = 20' VERT: 1" = 5' 1 +87.39 R - 20'WIDTH, 20' RADIUS - SEE PLAN 2 +49.637 R 2 +58.24 L 2 +79.67 R 2 +88.24 L 500 CONSTRUCTION NOTES 495 1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2000NSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 490 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. ®CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 ' :1, 175 0 +00 TYPICAL CROSS SECTION NOT TO SCALE SE 186TH PL R- 311705 Rp BN RAN F-001 w, iu CHECK FOR COMPLIANCE TO CITY STANDARDS �O FOR 6 PLANTER H 19 1 w 0H vmm�l ww'oea CITY OF SE 186TH PLAN & PROFILE BFSGNED: 1 " =� NORaeNfN:ND19B3 /IBBI �� LAKESIDE FAIRWOOD PLAT 4 REVISE IGN AT STA 19 4 HEH /30 HEH -20 �0 PER CITY 8 16 13 COMMENTS HEH 30 13 HEH RENTON 1$121 - 116TH AVE SE 3 ADDEDJERMIT SUBMITTAL HEH 1 13 pEp HEH RE rc�;wcN DATUM 18NTON, WASHINGTON 2 REVISED REVISION m DATE APPR �� "` vurxE Planning /Building /Public Works Dept. LE1�$�DEINVESTMENSS,LLC HEH * «+E ^x" 1 INITIAL NO. n.>F: 5/1/13 Fes; Bw� C5 5 X13 P W F— Q Ir LU } a Y f GRAPHIC SCALE 20 o 10 20 a W ( IN FEET) 1 inch = 20 ft. I NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. CONSTRUCTION NOTES VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 NOTE O HAGENSON AN APPROXIMATE CONTRACTOR DD 00 a /'+ CONSULTANTS, LLC EXACTLY LOCATE AND PRESERVE ANY AND LLL UNDERGROUND UPUE1nIES CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 �w I N x _ M.O...( O U M} W + CD N O _. E E E i O w F�� w r n 10 00 O 1 cc, oo ... X012+ 0 as I w _ 0 ¢ UP y3dVL - tid S '' - .� 8' PLANTER ..: SIDEWALK ... _ ;... _,. - — Z =Fall 0 NJW yy ¢JJJ�IIp ¢ jl Nl.•C I U I QF -IQU3 I +OF WN DWI ; I N �w NI Q m W v'm \J ¢v m¢ — 0 I � i Y + O O RJ Y �^° _O¢1 W rY+i Go m N O U3 t to p. aiF� U• N30 U 55 OK W 1 E]UF 14 [) .-I Y W °� '.. W �" I co N `' ' W ~ W Es 1`..3 ' Z n W Uri I �; I I n u aa� c w1Q °O +zz C5 W as J U) ... ...__H CO Q' cZ Z Q O O n I �m� o= M N ti4 110.0 .. ° �. _ ', iNo,IMLJW ca , .- .. IT, .... �.._. 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 NOTE O HAGENSON AN APPROXIMATE CONTRACTOR DD 00 a 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 505 500 495 GpNJ�\f,5 5 \p GEMEENWYS'el 0 5 MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE --- U CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2Q. CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. /-, 9' \1F 'E�- k-,4µ s \\01 CEMENT CONCRETE MIN. ROPOSEDSSURFACE SIDEWALK AND RAMP, Ali 4.�•• 4i W .K 490 NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT. 4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS. QS RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8- 14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3 -014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION e UNY[L WM•UNU IW U KIL TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE AND CURB RETURN � RAMP CENTERLINE ;EVENT CONCRETE PEDESTRIAN CURB 3' -0" MIN RAMP 3/8" EXPANSION JOINT (TrPJ (SEE STD. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) SIDEWALK NOTES ISIDEWALKF,", FER STRIP .) SEE CONTRACT FOR CURB RETURN RADIUS T CONCRETE TRIAN CURB CROSSWALK r (SEE SM. PLAN AN H -Sc) L Avoid pl acing drainage structures, junction boxes or other obstructions in front of romp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dame dimensions and spacing shown. The detectable warning pattern area shall be yellow, in compliance with Std. Spec. 8- 14.3(3) 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. See Std. Plan F -3 for sidewalk joint placement and details. 5. Ramp slopes shall not be steeper than 12H: IV R- 311106 4 REVISED FOR 8 PLANTERS HEH 3/19/1 off N0R60NfNi "D 190./1001 _� CITY OF [IDNAICk 3 ADDED DETAIL HEH HEH 1 —20 �. /5/1 " RENTON 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 °R"""� HEH oNl E: 1 DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 wmu HEH MOTW NE Planning /Building /Public Works Dept. 6 RT pE W1 NO. REVISION BY DATE APPR s`"D�y HEH ISOMETRIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & SO Sheet 1 of 6 ADOPTED CRY OF RENTON STANDARD PUNS Isr Date oa /a< DWG. NAME: 1`012 SP PAGE:FO12 aac 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT B00 18621 - 116TH AVE SE N� RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC 9`E 6 'el3 ....................... D m m� G � � �a� �0 �dr.T r y NOTE EXISTING THE LOCATION OF ALL UNDERGROUND SHOW HAGENSON AN APPROXIMATE CONTRACTOR DETERMNE THE EXA T LOCATION ALL EXISTING U ES 7R BEFORE COMMENCING WORK. CONTRACTOR AGREES /'+ CONSULTANTS, LLC EXACTLY LOCATE AND PRESERVE ANY AND LLL UNDERGROUND UPUE1nIES CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 505 500 495 GpNJ�\f,5 5 \p GEMEENWYS'el 0 5 MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE --- U CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2Q. CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. /-, 9' \1F 'E�- k-,4µ s \\01 CEMENT CONCRETE MIN. ROPOSEDSSURFACE SIDEWALK AND RAMP, Ali 4.�•• 4i W .K 490 NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT. 4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS. QS RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8- 14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3 -014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION e UNY[L WM•UNU IW U KIL TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE AND CURB RETURN � RAMP CENTERLINE ;EVENT CONCRETE PEDESTRIAN CURB 3' -0" MIN RAMP 3/8" EXPANSION JOINT (TrPJ (SEE STD. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) SIDEWALK NOTES ISIDEWALKF,", FER STRIP .) SEE CONTRACT FOR CURB RETURN RADIUS T CONCRETE TRIAN CURB CROSSWALK r (SEE SM. PLAN AN H -Sc) L Avoid pl acing drainage structures, junction boxes or other obstructions in front of romp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dame dimensions and spacing shown. The detectable warning pattern area shall be yellow, in compliance with Std. Spec. 8- 14.3(3) 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. See Std. Plan F -3 for sidewalk joint placement and details. 5. Ramp slopes shall not be steeper than 12H: IV R- 311106 4 REVISED FOR 8 PLANTERS HEH 3/19/1 off N0R60NfNi "D 190./1001 _� CITY OF [IDNAICk 3 ADDED DETAIL HEH HEH 1 —20 �. /5/1 " RENTON 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 °R"""� HEH oNl E: 1 DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 wmu HEH MOTW NE Planning /Building /Public Works Dept. 6 RT pE W1 NO. REVISION BY DATE APPR s`"D�y HEH ISOMETRIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & SO Sheet 1 of 6 ADOPTED CRY OF RENTON STANDARD PUNS Isr Date oa /a< DWG. NAME: 1`012 SP PAGE:FO12 aac 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT B00 18621 - 116TH AVE SE N� RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC 9`E 6 'el3 ....................... D m m� G � � �a� �0 �dr.T r y ry EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE TE 487 52 -' CB #5 ,.1E 485.02 �. TYPE II -48 ` TE 490.0 11' 481.6 S 8LF 12 0 484.62 E S=4% -_ A- 2AVEL ACCESS i' w 2AINAGE W ASEMENT o EASEMENT- - (TYPICAL) OUTLET �., Q LOT 7 FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 4512 SF - -, - ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN _ I- E:AS€,MENT -. _ (TYPICAL) 4' ROCK WALL`, WALK FG 497.89 LU 471� SAVE TREES T-4 � TOLLAlIMCAPc o " I J T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 81 X 6' W SIDEWALK I - X 1'DROC - - - - - - PAD Y ONSITE MAY BE IE 481.0 EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE TE 487 52 -' CB #5 ,.1E 485.02 �. TYPE II -48 ` TE 490.0 11' 481.6 S 8LF 12 0 484.62 E S=4% -_ A- 2AVEL ACCESS i' w 2AINAGE I ' ,N ASEMENT o EASEMENT- - (TYPICAL) OUTLET �., 6' GREEN VINYL COATED, LOT 7 FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 4512 SF - -, - NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 6 "0 ADS CONNECT rrt aa4 TEMPORARY PROTECTION FENCE CONSTRUCTION NOTES I RIM: 490.0 ROOF DOWNSPOUT 1 20• (TYPICAL) OUTLET �., 6' GREEN VINYL COATED, 15' SAN SEESEW'CLEANOUT FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. A. SHE AR A. SHEAR GATE, IRON BODY - -, - ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN _ I- E:AS€,MENT -. _ (TYPICAL) 4' ROCK WALL`, WALK FG 497.89 NOTED) SEE SIGNIFICANT TREE 471� SAVE TREES T-4 � TOLLAlIMCAPc o " I BOTT��M4d7.5 -- 0.5' S' T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 15 THROUGH T 15 ALL OTHER TREES SIDEWALK I - I, COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN - - - - - - '. EASM•T .. Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., ' - - - - F-- CB #4 - TYPE I I R PATCH FOR FLEXIBLE PAVEMENT NOTE: - -- ROOF _ DOWNSPOUT ,, �1E.486.67 I STA 2 +09.60 - 9.17LT HORIZONTAL LOCATION OF (TYPICAL), I �e�(.�: TE 489.35 1 CB #1- TYPEII �• .. 4 LOT 1 0.5'. .. ... ,` IE 486.85 STA y -I ,. ,._._ SIDEWALK/ 8 SF 4b7 EASM'. 1 �. - _,...,. z� , .. ,. 'TE 494.17 3 +00 N I� IE 491.49 -5 i I, IE 486.35 -E,N' ;. O #2 TYPE I LOT 5 `; (\ , O NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. SE TEMPORARY PROTECTION FENCE CONSTRUCTION NOTES SCALE: HORIZ: 1'• = 20• GENERAL NOTES: �., 6' GREEN VINYL COATED, FG 497.39 1. REFERENCE DRAINAGE NOTES ON SHEET C8. A. SHE AR A. SHEAR GATE, IRON BODY CHAIN LINK FENCE ,. FG 497.39 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN BRONZE MID. OLYMPIC FDY. STD. OR, 4' ROCK WALL`, WALK FG 497.89 NOTED) SEE SIGNIFICANT TREE __ : : OUTS AT UPSTREAM END OF EACH CONNECTION. SAVE TREES T-4 � TOLLAlIMCAPc o " I BOTT��M4d7.5 -- 0.5' S' T'o 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE 15 THROUGH T 15 ALL OTHER TREES SIDEWALK I - I, COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN - - - - - - '. EASM•T .. Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., ' - - - - F-- CB #4 - TYPE I I R PATCH FOR FLEXIBLE PAVEMENT NOTE: - 4. PATCH ROADWAY PER COR TYPICAL TRANSVE SE I � i FENCE MIN 6' LOT 6 I 5. SEE SHEET C -5 FOR STORM DRAIN PROFILE �ABOVE WALL 4513 !. SF Y�IET /DETENTION POND I I 1 5. ESTIMATED CUT VOLUME: 1200 C.Y. II WETPOND 477,5 TO 481.7 30' , 30' ESTIMATED FILL VOLUME: 1500 C.Y. I VIOL REQD =4039 CF RO ROW I VIOL PROVIDED 4179` DETENTION 481.7 To 487.4 I STORM DRAINAGENOTES AkOL REQD /PROVIDED = 17,791 CF ' I ' O1 PROVIDE AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL) PROVIDE AND INSTALL PVC OR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR ' I INVERT AND SLOPE INFORMATION. ny o� O PROVIDE AND INSTALL ROOF DRAIN. CONNECT DIRECTLY TO CATCH BASINS. WET DETENTION POND SHALL BE POST CONSTRUCTION AS- BUILT. VERTICAL DATUM TEMPORARY PUBLI ACCESS ", ��E SEAL NT GRAPHIC SCALE NgVp gg m 1 m ,30,,, m �. BENCHMARK L1 0 10 20 w eo fAk 0 +00 2 +00 - 1 OCP°,p 0 +50 ? i + ( IN FEET > TOP OF FOUND CONCRETE MONUMENT AT THE S.E. oo 1 inch = 20 ft. CORNER OF SECTION 32 - -- -- ELEV. = 514.98 FT A (WCCS POINT ID NO. 3831) 3 +00 w 2 +01 PROFILE - SE TEMPORARY PROTECTION FENCE I ROW SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' �., (TYPICAL UNLESS OTHEREWISE A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, NOTED) SEE SIGNIFICANT TREE SAVE TREES T-4 � I C "op3 TYPE I I RETENTION NOTES AND DETAILS `` C. OTHER DE`nCE APPROVED BY 15 THROUGH T 15 ALL OTHER TREES I- - t I - 09.b0- 917TRL _ - - - - - - - - t - ... Y ONSITE MAY BE 6 "0 ADS CONNECT 4 ,,., TE 489.35 CB #4 - TYPE I I NOTE: - -- ROOF _ DOWNSPOUT ,, �1E.486.67 I STA 2 +09.60 - 9.17LT HORIZONTAL LOCATION OF (TYPICAL), I �e�(.�: TE 489.35 1 CB #1- TYPEII �• .. 4 LOT 1 0.5'. .. ... ,` IE 486.85 STA 1 +00.00 - 8.3'RT , -I ,. ,._._ SIDEWALK/ 8 SF 4b7 EASM'. 1 �. - _,...,. , .. ,. 'TE 494.17 T// - - - -' I� IE 491.49 -5 i I, IE 486.35 -E,N' ;. O #2 TYPE I LOT 5 `; �� LOT 4 L�OTp'2 �= STA 1 +00.00- 9.17'LT5' TO BED �\ I LOT 3 1 5' HIGH PLASTIC OFRRINS5NK ':, I TE 49417 DEDICATED AS 4534 SF V 4516 SF , 4514 SF IE 49167 I. 3 +00 w 2 +01 PROFILE - SE TEMPORARY PROTECTION FENCE I ROW SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' �., (TYPICAL UNLESS OTHEREWISE A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, NOTED) SEE SIGNIFICANT TREE SAVE TREES T-4 � I CULVERT INC., OR I RETENTION NOTES AND DETAILS `` C. OTHER DE`nCE APPROVED BY 15 THROUGH T 15 ALL OTHER TREES I - ENGINEER. ON DEMOLITION PLAN SHEET C3. Y ONSITE MAY BE I I NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS FG 499.91 " l0 VV I� - 495 3 +00 w 2 +01 PROFILE - SE 186 PLACE 1 +00 SCALE: HORIZ: 1'• = 20• VERT. 1° = 5' NOTE THE LOCATION OF ALL EXISTING I-L4 ON DETERMINE THE EXACT ALOCATION UOFEALL STNGRUTIIU ES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY CONSULTANTS, LLC AND YMICHMIGHT ANY AND ALL UNDERGROUND UTIUTIES. LOCATE CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6484 -481H AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H. HagensanWWCAST.NET 1- 800 -424 -5555 f%%RES 11/15/16 490 w S V, 485 0 + 0 }_ I 480 475 0 +00 2 REVISED PER 8 16 13 CITY COMMENTS HEH 30 13 HEH I I I I NITIAL PERMIT SUBMITTAL HEH l/' 3 pEH N0. REVISION BY DATE APPR HEH FRAME & LADDER OR STEPS OFFSET, SEE NOTE R 4. 120 RISER TE 487.4 ORIFICE 13 DRILLED INTO RISER DIA= 7/8 IN. _ IE= 486.05 ORIFICE #'2 PATH 4' ELBOW DIA.= 1 IN. IE= 485.75 t „ OUTLET PIPE � IE= 481.7 (12') RESTRICTOR PLATE W/ - ORIFICE 01 DIA: 1/2 IN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. SEE PLAN VIEW FOR ACTUAL LOCAT. 50VF: rw'wiVDiownoo, " =20' °H�� DATUM AT iNl. $GlE � xm ax6 xcx $VIE ARVIPIN,I.Y TEN- PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LOT NUMBER TOTAL LOT AREA SF 10% OF LOT FOR BMP (SF1 1 4678 468 2 4508 451 3 4514 452 4 4516 452 5 4534 454 6 4513 452 7 4512 452 8 4509 451 R- 311101 ROUND SOLID COVER MARKED 'DRAIN' WITH NOTE: LOCKING BOLTS UNLESS OTHERWSE APPROVED BY ENGINEER 1.THE STORMWATER DETENTION POND WILL BE USED RIM= 490 DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS ESCP FACILITY. POND TO BE PUMPED AND SEDIMENT CONTROL ROD FOR CLEANOUT/ DRAIN, LADEN WATER TO BE DISPOSED OF OFF SITE AT AN ��LIGROD BENT AS REQUIRED FOR vERncAL APPROVED TREATMENT FACILITY ANMENT S COVER CB #1 - CONTROL STRUCTURE SCALE: N.T.S. CITY OF tM RENTON Planning /Building /Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 " =10' CHECKED FOR COMPLIA CE TO CITY STANDARDS (0 GRADING AND DRAINAGE PLAN 5/1/13 LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE Ra RENTON, WASHINGTON C7 LAKESIDE INVESTMENTS, LLC 7 13 r�(�� A- NNNNAA ....................... . N d - oD INLET PIPE, IE= 138.22 (36'DIAM) N GATE: A. SHE AR A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, z B. LIFT GATE, NO. C /C /1 -113, CASCADE CULVERT INC., OR C. OTHER DE`nCE APPROVED BY I ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS CB #1 - CONTROL STRUCTURE SCALE: N.T.S. CITY OF tM RENTON Planning /Building /Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 " =10' CHECKED FOR COMPLIA CE TO CITY STANDARDS (0 GRADING AND DRAINAGE PLAN 5/1/13 LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE Ra RENTON, WASHINGTON C7 LAKESIDE INVESTMENTS, LLC 7 13 r�(�� A- NNNNAA ....................... . 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(m �unaT C .. rm 8 M1"Mcm i wlwmtm LA8R0.A1TL a8V112002 -1 8PPAaE 8418 fir "_ AT�Ea abg11L61 BpbpCIAO WULBOXPIACtlENf 3EC1MNS NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. a I�a� fw]rea pYb.e+b,..abrua.b R�M1w ' Htba /7WYgNeI.ISYb MbrW brr/, YA�w�mbM � 6 �O.n nPA.ab YYCrMM.YWa LM]liilWb ]. 41] p] YAplbgiY.ft,2nML11YNYY.bbiYYYla A.um.m aabYb�lrrbtrlr ol.T,l.zbt. wL`n rye. `wFL{ayw�.os> M = A M�Oaia ]. IrYWL fW PY) l]ID'YYIObV K� 1 gpiyt rwn�v Oibt IW SY!•IM' Mebt,]bbNbMMa . }.o-ba..m.4rya+vvnea...w..nolrnsm . n. AbtMW mYfS�b IMab�R ^M+W. �b.fYmYWMamtAM a qve bO WbnYIIbW Obw bb.aE'.Cnb zIll OBIMaM4Ut AAtn�� +�eLlb. ^mMb WOYabWYMM pbYw'9gfbsn a��LII.YM�+GI{la %aaeI11M MwNW pww.n rAlbMObwW PaYWYYV. evu' aeei Tmtaeroer NAAeOXBFACNGOLTAL NOTE THE HAGENSON DETERMINE THE ACT LOCATIONUOFEALL CONTRACTOR SHALL SHOWN BEFORE COMMENCING WORN. CONTRACTOR AGREES CONSULTANTS, LLC AND PRESERVE ANY AND ALL FAILURE TO UES. EXACTLY LOCATE CIML ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6414-481H AVE SW SeMe WA saes CALL 48 HOURS Ighm 206 938 -6168 fax 206.938 -7646 BEFORE YOU DIG emal H.HagmmillIC011CASLNET 1- 800 -424 -5555 Fk 1 ..- .p( f 4Y �SFR < 1,1,i 'WENT CONCR17E DRV -iVAY YNTRANc3 '.. TYPES 1, 2, 3, u 4 Sheol G OF G AUOPTEIi m d aria+ STAY ?i12C FMC. 'e�� aY��F TJan �b IWWX TYPM! A K2 a d.oi]n—eee.L iTYONIDPW/N1S TM!]FRMXR - rlree�. .. GRYOFRBRON .gz, e � � STANDARD PLANS LAST DATE: D5VW26D2 '-s SPPAoE IR027 IfCITY OF RENTON + DEPARTMENT OF PLANNING, BUILDING & PUBLIC WOR 1 ♦c ,v u r. y O)1 4U Y v ;0., 1/2" /2" /2" /2„ COLORS LEGEND - BLACK (NON- REFL.) BACKGROUND - WHITE (REFL.) APPROVED BY: 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r evu' aeei Tmtaeroer NAAeOXBFACNGOLTAL NOTE THE HAGENSON DETERMINE THE ACT LOCATIONUOFEALL CONTRACTOR SHALL SHOWN BEFORE COMMENCING WORN. CONTRACTOR AGREES CONSULTANTS, LLC AND PRESERVE ANY AND ALL FAILURE TO UES. EXACTLY LOCATE CIML ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6414-481H AVE SW SeMe WA saes CALL 48 HOURS Ighm 206 938 -6168 fax 206.938 -7646 BEFORE YOU DIG emal H.HagmmillIC011CASLNET 1- 800 -424 -5555 Fk 1 ..- .p( f 4Y �SFR < 1,1,i 'WENT CONCR17E DRV -iVAY YNTRANc3 '.. TYPES 1, 2, 3, u 4 Sheol G OF G AUOPTEIi m d aria+ STAY ?i12C FMC. 'e�� aY��F TJan �b IWWX TYPM! A K2 a d.oi]n—eee.L iTYONIDPW/N1S TM!]FRMXR - rlree�. .. GRYOFRBRON .gz, e � � STANDARD PLANS LAST DATE: D5VW26D2 '-s SPPAoE IR027 IfCITY OF RENTON + DEPARTMENT OF PLANNING, BUILDING & PUBLIC WOR 1 ♦c ,v u r. y O)1 4U Y v ;0., 1/2" /2" /2" /2„ COLORS LEGEND - BLACK (NON- REFL.) BACKGROUND - WHITE (REFL.) APPROVED BY: 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r Fk 1 ..- .p( f 4Y �SFR < 1,1,i 'WENT CONCR17E DRV -iVAY YNTRANc3 '.. TYPES 1, 2, 3, u 4 Sheol G OF G AUOPTEIi m d aria+ STAY ?i12C FMC. 'e�� aY��F TJan �b IWWX TYPM! A K2 a d.oi]n—eee.L iTYONIDPW/N1S TM!]FRMXR - rlree�. .. GRYOFRBRON .gz, e � � STANDARD PLANS LAST DATE: D5VW26D2 '-s SPPAoE IR027 IfCITY OF RENTON + DEPARTMENT OF PLANNING, BUILDING & PUBLIC WOR 1 ♦c ,v u r. y O)1 4U Y v ;0., 1/2" /2" /2" /2„ COLORS LEGEND - BLACK (NON- REFL.) BACKGROUND - WHITE (REFL.) APPROVED BY: 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r ..- .p( f 4Y �SFR < 1,1,i 'WENT CONCR17E DRV -iVAY YNTRANc3 '.. TYPES 1, 2, 3, u 4 Sheol G OF G AUOPTEIi m d aria+ STAY ?i12C FMC. 'e�� aY��F TJan �b IWWX TYPM! A K2 a d.oi]n—eee.L iTYONIDPW/N1S TM!]FRMXR - rlree�. .. GRYOFRBRON .gz, e � � STANDARD PLANS LAST DATE: D5VW26D2 '-s SPPAoE IR027 IfCITY OF RENTON + DEPARTMENT OF PLANNING, BUILDING & PUBLIC WOR 1 ♦c ,v u r. y O)1 4U Y v ;0., 1/2" /2" /2" /2„ COLORS LEGEND - BLACK (NON- REFL.) BACKGROUND - WHITE (REFL.) APPROVED BY: 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r ;0., 1/2" /2" /2" /2„ COLORS LEGEND - BLACK (NON- REFL.) BACKGROUND - WHITE (REFL.) APPROVED BY: 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r 3 FUTURE 4 z TH RU _ 4 2 LITREEisr _4 3 SPECIFICATIONS: Ste: Oi]Ide. by 24 kLlfea Nlehrlek 0.126gwpe eka]%kln Fam: Non+elbclNe vhN a3 aMbapaadamnfY (.pMyea). Latakq: Slk aa.anaremY Whafe po.NNe.avkpt ktlas. Cobra: Beige DaekprW]d letlleabr.. Type tam: HYVelka Carl4erYed Tpb: 3hrA; 3ltrTae12-.Itll; TSxC 1krA; Oder butler. } kfdr OdderdYbnmt'mn edg R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11117104 SHEET: 1.0 J TW y.Yren.oi. Poled e: Ito# t j -hM ban butler. Poeb: PwYetreabq oevababm. }.IneN nlywhn aql bgWlatlon: Sxw.lo dean.nk reeve dPlaabte, Otlxneae bMMtwo 4�Y'poYS, veNlee Ve.latl, mvunletl ebpe t1MLW bed. YW�Ytl h 30LfN avaM.tMd DaNbaf.e l2-.n:N nYfimun d'Mnebl. ttNb aleiop aiPlro hipw8Yn12tviNe bangWdafAab.. %samanr Fem+gnb6ee8ondPk:dlY VivatlagryYmladMd. fb nvtdW etyemeo netl. fb MPtem tWhN BIeYOr 6bVL9eY feW(R (eq. naeeis, tL4NMfl. pphlabN Nate; Hbe/ao],Ty'Mee WYrb]sabidhlW'retlonafmnnMfb; HY AV1]+tV ncbmWbeadNdb Ne iota o /tM ipn: 'DJe bdNy 4 f6Ytl bpobcf pdXtlbiapYMy.' hefddtiwt aperrTa iNamalion abdd be Wermml6e etlbttl b tlM berAOIHM ]gnaepdRedh SMw» B.21 ?:[{III: IrOana PEIWANET WRPACE MATRR M. FUN - xx ..;PNfI'pl,rtT CONTROL pND 610N - iCbRb'.la 6010 <z� I y ` oa n: =rcs +:.L ecrr:. f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. 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REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r f ( L4{Y M1 J .i rlY - I N ;r, t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r t -k t 6 5.,, ii: z).:.'4F eJl t3., JviCI1N' � CO�Y,'2F^.= a0 n 1Vt.pL (RL UI'Yr: �..... Fa i u,......j. f t CuF :P':' k�'xE.7Yl��''�YF� r� - •- t�v�t?"�wi'7r!�...,r./ .are;, CEMENT CO \CRETE SIUEItAi_ SBetT 2 c` 3 r, ALOIT U u rararov ry.- ISTaiL.i,v R- 311108 CHECK FOR COMPUANCE TO CTY STANDARDS ro (y 4 REVISED PER CITY COMMENTS HEH 19 Ti H 1 " =20' 10R6�°Nf" W0f°� "`°' s: ]i CITY OF ROAD & STORM DETAILS :NC 5/1/13 m. 3 REVISED & ADDED POND SIGN HEH /31/1 HEH "'� LAKESIDE FAIRWOOD PLAT V41"8001` 2 REVISED PER 8 18 13 CITY COMMENTS HEH 30 13 RENTON T"£ HEH„ 18621 - 116TH AVE SE alM.la N� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 alccf¢n: EH A]N� —� DATUM Planning /Building /Public Works Dept. RENTON, WASHINGTON C8 NO. REVISION BY DATE APPR "ten '•641 e0C0R0N y HEH LAKESIDE INVESTMENTS, LLC �]� M. a 1; C Ira �� A— NNNNAF x G] W _ n =a �a 0 [� d r N i - F- _ ___ .___ _ _ ___ 771 _ ____ '.. STREET TREE LOCATIONS n BYPE I W . BARK (AT 3.0' DIAMETER TREE BASE) I I 4" PACIFIC TOPSOILS, INC. " BETU RAn UHOM) 74 r PuPUR I + I "PACIFIC GARDEN MULCH" ,NM . JL 0 -(OPSM' O.a (SIREEi TREES) AS o o r PMUR Lr 2 ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL T STREET,,SIDE YARD \ 10' PWIM COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION. L IN r POgM FSEUWRIM.V IE'alml/ MUM FR 9' wa, Be& FlLL d Basin TO o"¢ 9IaE 19 ... ., I 1B ICI• PORM LAIN •y� X I A LOT 8 CRA- ( ) J("�(h, M1.5' OJI °.. 10• Pop1AR PIE w C WA M 11 10) M /I�Lj�J. I.5• CAUPFA- SPACNC AS INpCAiEO W RIN 113 ,o Z - I 4509 SF Imo_ c I I I = I 4 8 SF -� EASM'T,r I I 1n19 Ir FW - CD1wEA$IER DAYEi9 •CIXLLL BFAUn'/ Y COlolf/SIFA Y POM IE1L ROOTED, n9 Iv 0 U) ne r POPLAR I rn 14• P61M n % LOT 5 '. I I to I^ I rt' ^3 I, LOT ,7 I I 4512 ST- I � I I I I I e \ Q 2� S89 33 011wy 3 +00 2 +00 10' \ m?' 6' GREEN MNYL COATED CHAIN UNK FENCE /-4' ROCK WALL NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., ROE. 5E., W.M. FG 497.39 I FG 497.39 '.. WALK FG 497.89 v 8 'BOTTOM FG 4875v`.65.08' 0.5' S' SIDEWAL 5 STREET SIDE YAR[tASM'T LANDSCAPE STRIP - - FENCE MIN 6' LOT 6 ABOVE WALL 4513 SF I 58,95' 4 58.73' - 58,60' „ t GRAPHIC SCALE 20 0 10 20 40 W ( IN FEET ) 1 loon = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) PLANTING SCHEDULE TI n r WARES '.. STREET TREE LOCATIONS n BYPE 2" GROUND MEDIUM SIZE B BARK (AT 3.0' DIAMETER TREE BASE) 3 r YNIE 4" PACIFIC TOPSOILS, INC. " BETU RAn UHOM) 74 r PuPUR 2" PACIFIC TOPSOILS, INC. " "PACIFIC GARDEN MULCH" ,NM . JL 0 -(OPSM' O.a (SIREEi TREES) AS 15 r PMUR 2 ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL T STREET,,SIDE YARD \ 10' PWIM COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION. L n r POgM FSEUWRIM.V IE'alml/ MUM FR 9' wa, Be& FlLL d Basin TO o"¢ 9IaE 19 If LANDSCAP �. 1B ICI• PORM "PACIFIC G •y� no 9• nc GARDEN MULCH" CRA- ( ) J("�(h, M1.5' 1STRIP 0. � 10• Pop1AR PIE w C WA M 11 10) M /I�Lj�J. I.5• CAUPFA- SPACNC AS INpCAiEO W RIN 113 l r MANE (YABO lAEES) SIDEWAL Imo_ \o of ns n0 OIIM r PmAR Ir PLflNE I = I 4 8 SF -� EASM'T,r 1n19 Ir FW - CD1wEA$IER DAYEi9 •CIXLLL BFAUn'/ Y COlolf/SIFA Y POM IE1L ROOTED, n9 Iv 0 U) ne r POPLAR nRBI Row YAX 1R' iRW EME fi BED. rn 14• P61M n % LOT 5 '. N n ��^ �\ LOT 4 to I^ `to LOT 2 1ri 1r POPIAFI ` 0 5' TO BE . SIDEWALLS HYDROSEEO n4 4534 SF v \\ A �\ M LOT3 4508 SF . I^ AS FESTUCA RUBRA 409 n9 rFIE 4516 SF I^ ,1^ 4514 SF rl 5' HIGH PLAST OR CHAIN UNK _^ ADDITIONAL m I 129 B YME TEMP ROW I l7fl (TICAL UNLESS OTHEREWSE Al TREES Trz 9Y aDAR N0 D S EE SIGNIFICANT TREE ROUGH T -15 �S BwE RETENTION, NOTES HEREON 2 29• mnwnam I1• YME �. w 1 YIFRE H 38 58.82- ' OEQWWS TREE `... i r CURE T4 YAFTE - W 20• YAPIE 3 61.>? 58.73' 58.6- 0' 142 � /I wWNLgY( Low( nA nl _ - WALK FG 4 .91 FI FIR STAVE (R) MS ( TO 24• WnfMIXD II n1 RFNSAL TO zP OOIIpIICOD SE7 sEr PuAIe a wuuE z• LATER BMK MUL r DWM aM ,. FLAN1 � GRAPHIC SCALE 20 0 10 20 40 W ( IN FEET ) 1 loon = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) PLANTING SCHEDULE TI n r WARES '.. STREET TREE LOCATIONS n BYPE 2" GROUND MEDIUM SIZE B BARK (AT 3.0' DIAMETER TREE BASE) 3 r YNIE 4" PACIFIC TOPSOILS, INC. " BETU RAn UHOM) 74 r PuPUR 2" PACIFIC TOPSOILS, INC. " "PACIFIC GARDEN MULCH" ,NM . JL 0 -(OPSM' O.a (SIREEi TREES) AS 15 r PMUR 2 ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL T 6 10' PWIM COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION. L n r POgM FSEUWRIM.V IE'alml/ MUM FR 9' wa, Be& FlLL d Basin TO o"¢ 9IaE 19 If "SUPREME MIX" XHT IFAOnI, If O.G 1B ICI• PORM "PACIFIC G •y� no 9• nc GARDEN MULCH" CRA- ( ) J("�(h, M1.5' nl nt 10• Pop1AR PIE /fit/ C WA M 11 10) M /I�Lj�J. I.5• CAUPFA- SPACNC AS INpCAiEO W RIN 113 l r MANE (YABO lAEES) 114 14' PRLMIS LNIROCERA915 •ono Wwa11' /0710 W11ai1 ns n0 OIIM r PmAR Ir PLflNE LAUREL z1• Mla1T, B9B, NEIL ROOIEO. iML a BU91Y. Y YA% Qa 7 ALL PLANTS SHALL BE SPAYED WITH AN ANT 1n19 Ir FW - CD1wEA$IER DAYEi9 •CIXLLL BFAUn'/ Y COlolf/SIFA Y POM IE1L ROOTED, n9 IV POKAR CD 24• as 1RAIRIRM AA(fIa ML a I 111Y RAM YN (S) r-s• RlMQ6. ne r POPLAR nRBI Row YAX 1R' iRW EME fi BED. rn 14• P61M 22 1r Pff M TTa 1r POPIAFI SIDEWALLS HYDROSEEO n4 1r YN'IE ®PONO ELYMUS GEAUWS 479 M rYIPIE FESTUCA RUBRA 409 n9 rFIE NKtIAMPSIA CAESPITDSA 129 TT) II• YAPIE 129 B YME laT 9• nE l7fl r PIE In B• PIE Trz 9Y aDAR TSB r MARE BwE 18 M 2 29• mnwnam I1• YME w 1 YIFRE H 38 T YAflE OEQWWS TREE TA i r CURE T4 YAFTE T41 1 W 20• YAPIE 142 IC COn /I wWNLgY( Low( nA nl TO TO IN MN 2r 2r COIR140 pA 24• WnoXIOm FI FIR STAVE (R) MS ( TO 24• WnfMIXD II n1 RFNSAL TO zP OOIIpIICOD SE7 sEr PuAIe a wuuE z• LATER BMK MUL r DWM aM ,. FLAN1 � wu BAw WRLM MD REMOVE 'MRE 4i .. („� -' • RWIB.W. wNl BA9REr � Y W/50 TC3wy r uITA BAIIX IUTYE SwL YI% r OLS ERIE PLWT NT WM wAU. W RaoreAU FTAD MCK ltp tHFkl) ai wOAv ea TREE STAKING DETAIL x.TS SHRUB PLANTING DETAIL NM \._. -. -. - ...... .... _ .._.... . ..:- I ' '.. STREET TREE LOCATIONS 2" GROUND MEDIUM SIZE B BARK (AT 3.0' DIAMETER TREE BASE) 4" PACIFIC TOPSOILS, INC. " "SUPREME MIX" LANDSCAPE NOTES " 2 2" PACIFIC TOPSOILS, INC. " "PACIFIC GARDEN MULCH" 1. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERYMEN'S ASSOCIATION FOR THE AMERICAN STANDARD FOR NURSERY STOCK. 2 ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL T TREE SUMMARY COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION. L LAWN ZONES 3. THE LANDSCAPE CONTACTOR SHALL FIELD LOCATE ALL UTILITY LINES PRIOR TO COMMENCEMENT OF WORK. THE USE OF ON -SITE TUWTY PLANS AS A PART OF THIS CONTRACT IS AVAILABLE FOR REVIEW. T 4" PACIFIC TOPSOILS, INC. " "SUPREME MIX" 4. THE PUNTS SHALL BE HAILED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS DEEMED TO BE ROOT- BOUND. ALL PLASTIC ROOT WRAPPING MATERIAL SHAL BE REMOVED. NO BARE -ROOT STOCK WALL BE E TOTAL PROJECT TREES: 39 4 "PACIFIC G EXCLUDED TREES IN ROW: 18 4 4" PACIFIC TOPSOILS, INC. " GARDEN MULCH" 5. ALL PUNTS SHALL ORIGINATE FROM ESTABLISHED NURSERIES WTHIN A 200 MILE RADIUS OF THE PROJECT SITE. IF SPECIFIED NURSERY STOCK IS NOT AVAILABLE IN SIZE OR QUANTITY, PLANTS MAY BE SECURED FROM OUTSIDE THE REGION IF SUBMITTED FOR RENEW AND T TOTAL TREES (ONSITE): 21 6. ALL PLANTS SHALL BEET THE MINIMUM SIZE INDICATED ON THE PUN. ONE PLANT FROM EACH GROUPING SHALL BE LIBELED, INDICATING THE PUNT NAME AND SIZE. TAGS SHALL BE REMOVED AFTER THE RENEW. TREES THAT MUST BE RETAINED S STREETSCAPE P PLANTING S STRIP 7 ALL PLANTS SHALL BE SPAYED WITH AN ANT THIN THE FIRST 24 HOURS AFTER INSTALLATION AND AT THE BEGINNING OF THEIR FIRST WINTER. 0.3X21= 6.3 & ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS ALTERNATE TREE STAKING METHODS MAY BE PROPOSED FOR RENEW AND APPROVAL TREES TO BE RETAINED: 12 9. STOCKPILE PLANT MATERIAL UP DEUVBLY TO THE SITE INA A SHADY LOCATION, EMBEEDED IN SAWDUST, BARK OR MUL STOCKPILE PLANTS NEAR A WATER SOURCE AND WATER AT LEAST ONCE A DAY TO MAINTAIN HEALTHY PLANT STOCK. TREES TO BE REMOVED ONSITE: 9 10. A PE- EMERGENT HERBIDICDE SHALL BE APPLIED TO ALL PLANTING BEDS. HERBICIDE SHALL BE SURFLAN A.S. TANK -MIXED WITH ROUNDUP AT A RATE OF 4 WARTS PER ACRE. ADHERE TO ALL PRODUCT MANUFACTER'S DIRECTIONS AND RECOMMMENDATIOINS. ADHERE ( +18 IN FUTURE STREETS) TO ALL LOCAL AND NATIONAL ENVIRONMENTAL REGULATIONS. DO NOT APPLY WHEN THE WIND SPEED EXCEEDS 5 M.P.H. 11. AN INSECTICIDE AND FUNGICIDE APPLICATION SHALL BE PERFORMED WITH THE TYPE TO BE SELECTED BY THE LANDSCAPE CONTRACTOR AND SUBMITTED IN WRITING FOR RENEW AND APPROVAL 13. INSTALL ALL PLANT MATERIAL WRING FAVORABLE RWEATHER AND SIZED DECORATIVE SEASONAL PLANTING EUMITATIONS. DOLNOT INSTALL HPLANTS WHEN NTHE DAILY RHIGH TEMPERATURE NEXCEEDS 80 DEGREES ROR LOW CTEMPERATURES FALL BELOW 32 DEGREES. FLOWING FRUIT TREES LEGEND MAY HAVE TD BE DUG AFTER 3 CONSECUTIVE NIGHTS OF TEMPERATURES LOWER THAN 45 DEGREES IN THE FALL OR AS DETERMINED BY THE LOCAL NURSERY. It APPLY FERTIUZER TABLES AS INDICATED IN THE FOLLOWNG TABLE; �wYt 1.5' -2.5" CALIPER DECIDWS TREE = 6 TABLETS zpA' 5.0' -6.0' EVERGREEN TREE = 5 TABLETS EXISTING TREES TABLETS SHALL BE 21 GRAMS. PLACE EVENLY THROUGHOUT PLANTING PIT. FERTIUZER TABLES SHALL BE 'BEST TABS% 20 -10 -5, CONTROLLED RELEASE FERTIUZERS, SUPPUED BY D.F. MAKRS, INC. 1 -800- 787 -3802. FERTILIZER PACKETS MAY ALSO BE USED IF SUBMITTED O FOR REVIEW AND APPROVAL TREES TO BE SAVED IS. ADD WATER ABSORBING SOIL POLYMERS AS MANUFACTURED BY -SOIL MOIST, INC- OR APPROVED EQUAL TO ALL NDN- IRRIGATED PLANTING AREAS. 16. LANDSCAPING SHALL BE INSTALLED PRIOR TO RECORDING OF FINAL PLAT. IN THE EVENT THE TIME LIMIT FOR COMPIANCE IS EXTENDED BY THE DIRECTOR TO ALLOW FOR INSTALLATION OF THE LANDSCAPING DURING THE NEXT APPROPRIATE PUNTING SEASON, APPROPRIATE TREES TO BE REMOVED X SECURITY SHALL BE REWIRED TO INSURE COMPLIANCE 17. THE OWNER IS RESPONSIBLE FOR THE CONTRACTUAL OBLIGATIONS OF THE CONTRACTOR TO PROVIDE A 2 YEAR TEMPORARY IRRIGATION SYSTEM OR METHOD WATERING TO SUSTAIN PLANTS UNTIL ESTABLISHED. 1& ALL LANDSCAPING AND SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE UFE OF THE PROJECT. 19. ALL LANDSCAPE MATERIALS AND SIGNIFICANT TREES SHALL BE PRUNED OR TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY UMB FAILURE. PROPOSED CONTOUR 20. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, CONSTRUCTION DEBRIS AND OTHER DELETERIIOUS MATERIAL 21. PERFORMANCE BONDS OR OTHER APPROPRIATE SECURITY (INCLUDING LETTERS OF GROOT AND SET ASIDE LETTERS) SHALL BE REQUIRED NAMING THE CITY OF RENTON AS BENEFACTOR FOR A PERIOD OF 2 YEARS AFTER THE PUNTING OR TRANSPLANTING OF VEGETATION EXISTING CONTOUR -,Ay TO INSURE PROPER INSTALLATION, ESTABLISHMENT AND MAINTENANCE NOTE HAGENSON IN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES L SHOWN DETERMINE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL BEOOR COMMENCNG WORK. CONTRACTOR AGREES �p E.HgOe CONSULTANTS LLC TUBE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES �� oF wASg7+ 1� %HICHMIGHT FULL BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE Q' °o °Z 5 REVISED LANDSCAPE HEH 31 1 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. " 4 REVISED PER CITY COMMENTS HEH Y/77-14 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 'O a- 3 REVISED PER 2 24 14 PLANNING COMMENTS HEH K/-3/14 6484 -48TH AVE SW Seattle WA 98126 Appzlez5 / / s,E� -0 2`" h 2 REVISED PER 8 16 13 CITY H �Il:l Phone 206 938 -6768 fox 206.938 -7645 CALL 48 HOURS FSS/ I,� �,V�1 COMMENTS EH 30 13 HEH email H.Hagenson000MCAST.NET BEFORE YOU DIG �'AL E �� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 w EH 1- 800 -424 -5555 NO. REVISION BY DATE APPR ,,... R- 311109 CHE ^K FOR COMPLIANCE TO CITY STANDARDS 1"=20' °"'°°' CITY OF LANDSCAPE PLAN i. >Z RENTON LAKESIDE FAIRWOOD PLAT F"� DATUM 18621 - 116TH AVE SE F Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC C t-� 0� A - N e ly 5/1/13 C9 NOTE HAGENSON IN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES L SHOWN DETERMINE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL BEOOR COMMENCNG WORK. CONTRACTOR AGREES �p E.HgOe CONSULTANTS LLC TUBE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES �� oF wASg7+ 1� %HICHMIGHT FULL BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE Q' °o °Z 5 REVISED LANDSCAPE HEH 31 1 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. " 4 REVISED PER CITY COMMENTS HEH Y/77-14 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 'O a- 3 REVISED PER 2 24 14 PLANNING COMMENTS HEH K/-3/14 6484 -48TH AVE SW Seattle WA 98126 Appzlez5 / / s,E� -0 2`" h 2 REVISED PER 8 16 13 CITY H �Il:l Phone 206 938 -6768 fox 206.938 -7645 CALL 48 HOURS FSS/ I,� �,V�1 COMMENTS EH 30 13 HEH email H.Hagenson000MCAST.NET BEFORE YOU DIG �'AL E �� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 w EH 1- 800 -424 -5555 NO. REVISION BY DATE APPR ,,... R- 311109 CHE ^K FOR COMPLIANCE TO CITY STANDARDS 1"=20' °"'°°' CITY OF LANDSCAPE PLAN i. >Z RENTON LAKESIDE FAIRWOOD PLAT F"� DATUM 18621 - 116TH AVE SE F Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC C t-� 0� A - N e ly 5/1/13 C9 �Il:l Phone 206 938 -6768 fox 206.938 -7645 CALL 48 HOURS FSS/ I,� �,V�1 COMMENTS EH 30 13 HEH email H.Hagenson000MCAST.NET BEFORE YOU DIG �'AL E �� 1 INITIAL PERMIT SUBMITTAL HEH 1 13 w EH 1- 800 -424 -5555 NO. REVISION BY DATE APPR ,,... R- 311109 CHE ^K FOR COMPLIANCE TO CITY STANDARDS 1"=20' °"'°°' CITY OF LANDSCAPE PLAN i. >Z RENTON LAKESIDE FAIRWOOD PLAT F"� DATUM 18621 - 116TH AVE SE F Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC C t-� 0� A - N e ly 5/1/13 C9 R- 311109 CHE ^K FOR COMPLIANCE TO CITY STANDARDS 1"=20' °"'°°' CITY OF LANDSCAPE PLAN i. >Z RENTON LAKESIDE FAIRWOOD PLAT F"� DATUM 18621 - 116TH AVE SE F Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC C t-� 0� A - N e ly 5/1/13 C9 a V W S89'33'01'W - -- -ILL-- - - - - -+ 3 +00 _AN11NG STRIP FOR PLANTING NTS TYPICAL p +pp - +- a - - 58.95' - - - - - - 58,63' - - I I 9q I I I W I I °oI I of I I^ LOT 5 LOT4 a Z � I� 4534 SF I 4516 SF I^ I I I I I I I I I I 58.82' 58.63' WALK FG 4g 65.08' 0.5' SIDEWALK _EASM'T LOT 6 4513 SF O - -- 11 +pp - --t-- - -D +So NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RG�. 5E., W.M. 7- fL I\-1 I II I 58,73' - - - - 58.60' _ L - - 61,46' .cam LANDSCAPE NOTES:�� 1. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERYMEN'S ASSOCIATION FOR THE AMERICAN STANDARD FOR NURSERY STOCK. 2. ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDUFE ARE EXEMPT FROM THIS CONDITION. 3. THE LANDSCAPE CONTRACTOR SHALL FIELD LOCATE ALL UTILITY LINES PRIOR TO COMMENCEMENT OF WORK. THE USE OF ON -SITE TUIUTY PLANS AS A PART OF THIS CONTRACT IS AVAILABLE FOR RENEW. 4. THE PLANTS SHALL BE HAILED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS DEEMED TO BE ROOT - BOUND. ALL PLASTIC ROOT WRAPPING MATERIAL SHAL BE REMOVED. NO BARE-ROOTSTOCK WILL BE ACCEPTED. 5. ALL PLANTS SHALL ORIGINATE FROM ESTABLISHED NURSERIES WITHIN A 200 MILE RADIUS OF THE PROJECT SITE. IF SPECIFIED NURSERY STOCK IS NOT AVAILABLE IN SIZE OR QUANTITY, PLANTS MAY BE SECURED FROM OUTSIDE THE REGION IF SUBMITTED FOR RENEW AND APPROVAL 6. ALL PLANTS SHALL MEET THE MINIMUM SIZE INDICATED ON THE PLAN. ONE PLANT FROM EACH GROUPING SHALL BE LABELED, INDICATING THE PLANT NAME AND SIZE. TAGS SHALL BE REMOVED AFTER THE REVIEW. 7. ALL PLANTS SHALL BE SPRAYED WITH AN ANTI-DESICCANT WITHIN THE FIRST 24 HOURS AFTER INSTALLATION AND AT THE BEGINNING OF THEIR FIRST WINTER. & ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS ALTERNATE TREE STAKING METHODS MAY BE PROPOSED FOR RENEW AND APPROVAL. 9. STOCKPILE PLANT MATERIAL UP DELIVERY TO THE SITE INA A SHADY LOCATION, EMBEEDED IN SAWDUST, BARK OR MILL STOCKPILE PLANTS NEAR A WATER SOURCE AND WATER AT LEAST ONCE A DAY TO MAINTAIN HEALTHY PLANT STOCK. 10. A PRE - EMERGENT HERBIDICDE SHALL BE APPLIED TO ALL PLANTING BEDS HERBICIDE SHALL BE SURFLAN A.S. TANK -MIXED WITH ROUNDUP AT A RATE OF 4 QUARTS PER ACRE. ADHERE TO ALL PRODUCT MANUFACTER'S DIRECTIONS AND RECOMMMENDATIOINS. ADHERE TO ALL LOCAL AND NATIONAL ENVIRONMENTAL REGULATIONS DO NOT APPLY WHEN THE WIND SPEED EXCEEDS 5 M.P.H. 11. AN INSECTICIDE AND FUNGICIDE APPLICATION SHALL BE PERFORMED WITH THE TYPE TO BE SELECTED BY THE LANDSCAPE CONTRACTOR AND SUBMITTED IN WRITING FOR REVIEW AND APPROVAL. 12. ALL PLANTING BEDS SHALL HAVE A 2" DEEP LAYER OF MEDIUM SIZED DECORATIVE FIR OR REDWOOD BARK MULCH. BARK SHALL BE GROUND NOT SHREDDED. RAKE PLANTING BEDS SMOOTH PRIOR TO COMPLETION. 13. INSTALL ALL PLANT MATERIAL DURING FAVORABLE WEATHER AND WITHIN SEASONAL PLANTING LIMITATIONS. DO NOT INSTALL PLANTS WHEN THE DAILY HIGH TEMPERATURE EXCEEDS 80 DEGREES OR LOW TEMPERATURES FALL BELOW 32 DEGREES. FLOWRING FRUIT TREES MAY HAVE TO BE DUG AFTER 3 CONSECUTIVE NIGHTS OF TEMPERATURES LOWER THAN 45 DEGREES IN THE FALL OR AS DETERMINED BY THE LOCAL_ NURSERY. 14. APPLY FERTILIZER TABLES AS INDICATED IN THE FOLLOWING TABLE; 1.5 " -2.5 CALIPER DECIDOUS TREE = 6 TABLETS 5.0' -6.0' EVERGREEN TREE = 5 TABLETS TABLETS SHALL BE 21 GRAMS. PLACE EVENLY THROUGHOUT PLANTING PIT. FERTIUZER TABLES SHALL BE "BEST TABS ", 20 -10 -5, CONTROLLED RELEASE FERTILIZERS, SUPPLIED BY D.F. MAKRS, INC. 1- 800 -787 -3802. FERTIUZER PACKETS MAY ALSO BE USED IF SUBMITTED FOR REVIEW AND APPROVAL 15. ADD WATER ABSORBING SOIL POLYMERS AS MANUFACTURED BY "SOIL MOIST, INC" OR APPROVED EQUAL TO ALL NON- IRRIGATED PLANTING ARIAS. 16. LANDSCAPING SHALL BE INSTALLED PRIOR TO RECORDING OF FINAL PLAT. IN THE EVENT THE TIME LIMIT FOR COMPIANCE IS EXTENDED BY THE DIRECTOR TO ALLOW FOR INSTALLATION OF THE LANDSCAPING DURING THE NEXT APPROPRIATE PLANTING SEASON, APPROPRIATE SECURITY SHALL BE REWIRED TO INSURE COMPLIANCE. 17. THE OWNER IS RESPONSIBLE FOR THE CONTRACTUAL OBLIGATIONS OF THE CONTRACTOR TO PROVIDE A 2 YEAR TEMPORARY IRRIGATION SYSTEM OR METHOD WATERING TO SUSTAIN PLANTS UNTIL ESTABLISHED. 18. ALL LANDSCAPING AND SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE UFE OF THE PROJECT. 19. ALL LANDSCAPE MATERIALS AND SIGNIFICANT TREES SHALL BE PRUNED OR TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE. 20. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, CONSTRUCTION DEBRIS AND OTHER DELETERHOUS MATERIAL 21. PERFORMANCE BONDS OR OTHER APPROPRIATE SECURITY (INCLUDING LETTERS OF CROOT AND SET ASIDE LETTERS) SHALL BE REQUIRED NAMING THE CITY OF RENTON AS BENEFACTOR FOR A PERIOD OF 2 YEARS AFTER THE PLANTING OR TRANSPLANTING OF VEGETATION TO INSURE PROPER INSTALLATION, ESTABLISHMENT AND MAINTENANCE. NOTE - - - - 56.73' - - - 58,60' T 45.96' a I BEFORE COMMENCING WORK. CONTRACTOR AGREES . TO BE 11 I ALL ES. LOCATE ro RETns9L I CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I LOT 1 0.5' 6484 -48TH AVE SIN Seattle WA 98126 CALL 48 HOURS Phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG SIDEWALK 4 1- 800 -424 -5555 Y DEIED EJXE 4678 SF EASM'T. I PULL BM( a NDRDE=E r BASKEr�pp�E� = SBE Y3[ v LOT 2 I o 5' TO BE LOT 3 ^ 4500 SF DEDICATED AS ADDITIONAL 4514 SF I ROW I' fL I\-1 I II I 58,73' - - - - 58.60' _ L - - 61,46' .cam LANDSCAPE NOTES:�� 1. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERYMEN'S ASSOCIATION FOR THE AMERICAN STANDARD FOR NURSERY STOCK. 2. ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDUFE ARE EXEMPT FROM THIS CONDITION. 3. THE LANDSCAPE CONTRACTOR SHALL FIELD LOCATE ALL UTILITY LINES PRIOR TO COMMENCEMENT OF WORK. THE USE OF ON -SITE TUIUTY PLANS AS A PART OF THIS CONTRACT IS AVAILABLE FOR RENEW. 4. THE PLANTS SHALL BE HAILED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS DEEMED TO BE ROOT - BOUND. ALL PLASTIC ROOT WRAPPING MATERIAL SHAL BE REMOVED. NO BARE-ROOTSTOCK WILL BE ACCEPTED. 5. ALL PLANTS SHALL ORIGINATE FROM ESTABLISHED NURSERIES WITHIN A 200 MILE RADIUS OF THE PROJECT SITE. IF SPECIFIED NURSERY STOCK IS NOT AVAILABLE IN SIZE OR QUANTITY, PLANTS MAY BE SECURED FROM OUTSIDE THE REGION IF SUBMITTED FOR RENEW AND APPROVAL 6. ALL PLANTS SHALL MEET THE MINIMUM SIZE INDICATED ON THE PLAN. ONE PLANT FROM EACH GROUPING SHALL BE LABELED, INDICATING THE PLANT NAME AND SIZE. TAGS SHALL BE REMOVED AFTER THE REVIEW. 7. ALL PLANTS SHALL BE SPRAYED WITH AN ANTI-DESICCANT WITHIN THE FIRST 24 HOURS AFTER INSTALLATION AND AT THE BEGINNING OF THEIR FIRST WINTER. & ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS ALTERNATE TREE STAKING METHODS MAY BE PROPOSED FOR RENEW AND APPROVAL. 9. STOCKPILE PLANT MATERIAL UP DELIVERY TO THE SITE INA A SHADY LOCATION, EMBEEDED IN SAWDUST, BARK OR MILL STOCKPILE PLANTS NEAR A WATER SOURCE AND WATER AT LEAST ONCE A DAY TO MAINTAIN HEALTHY PLANT STOCK. 10. A PRE - EMERGENT HERBIDICDE SHALL BE APPLIED TO ALL PLANTING BEDS HERBICIDE SHALL BE SURFLAN A.S. TANK -MIXED WITH ROUNDUP AT A RATE OF 4 QUARTS PER ACRE. ADHERE TO ALL PRODUCT MANUFACTER'S DIRECTIONS AND RECOMMMENDATIOINS. ADHERE TO ALL LOCAL AND NATIONAL ENVIRONMENTAL REGULATIONS DO NOT APPLY WHEN THE WIND SPEED EXCEEDS 5 M.P.H. 11. AN INSECTICIDE AND FUNGICIDE APPLICATION SHALL BE PERFORMED WITH THE TYPE TO BE SELECTED BY THE LANDSCAPE CONTRACTOR AND SUBMITTED IN WRITING FOR REVIEW AND APPROVAL. 12. ALL PLANTING BEDS SHALL HAVE A 2" DEEP LAYER OF MEDIUM SIZED DECORATIVE FIR OR REDWOOD BARK MULCH. BARK SHALL BE GROUND NOT SHREDDED. RAKE PLANTING BEDS SMOOTH PRIOR TO COMPLETION. 13. INSTALL ALL PLANT MATERIAL DURING FAVORABLE WEATHER AND WITHIN SEASONAL PLANTING LIMITATIONS. DO NOT INSTALL PLANTS WHEN THE DAILY HIGH TEMPERATURE EXCEEDS 80 DEGREES OR LOW TEMPERATURES FALL BELOW 32 DEGREES. FLOWRING FRUIT TREES MAY HAVE TO BE DUG AFTER 3 CONSECUTIVE NIGHTS OF TEMPERATURES LOWER THAN 45 DEGREES IN THE FALL OR AS DETERMINED BY THE LOCAL_ NURSERY. 14. APPLY FERTILIZER TABLES AS INDICATED IN THE FOLLOWING TABLE; 1.5 " -2.5 CALIPER DECIDOUS TREE = 6 TABLETS 5.0' -6.0' EVERGREEN TREE = 5 TABLETS TABLETS SHALL BE 21 GRAMS. PLACE EVENLY THROUGHOUT PLANTING PIT. FERTIUZER TABLES SHALL BE "BEST TABS ", 20 -10 -5, CONTROLLED RELEASE FERTILIZERS, SUPPLIED BY D.F. MAKRS, INC. 1- 800 -787 -3802. FERTIUZER PACKETS MAY ALSO BE USED IF SUBMITTED FOR REVIEW AND APPROVAL 15. ADD WATER ABSORBING SOIL POLYMERS AS MANUFACTURED BY "SOIL MOIST, INC" OR APPROVED EQUAL TO ALL NON- IRRIGATED PLANTING ARIAS. 16. LANDSCAPING SHALL BE INSTALLED PRIOR TO RECORDING OF FINAL PLAT. IN THE EVENT THE TIME LIMIT FOR COMPIANCE IS EXTENDED BY THE DIRECTOR TO ALLOW FOR INSTALLATION OF THE LANDSCAPING DURING THE NEXT APPROPRIATE PLANTING SEASON, APPROPRIATE SECURITY SHALL BE REWIRED TO INSURE COMPLIANCE. 17. THE OWNER IS RESPONSIBLE FOR THE CONTRACTUAL OBLIGATIONS OF THE CONTRACTOR TO PROVIDE A 2 YEAR TEMPORARY IRRIGATION SYSTEM OR METHOD WATERING TO SUSTAIN PLANTS UNTIL ESTABLISHED. 18. ALL LANDSCAPING AND SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE UFE OF THE PROJECT. 19. ALL LANDSCAPE MATERIALS AND SIGNIFICANT TREES SHALL BE PRUNED OR TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE. 20. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, CONSTRUCTION DEBRIS AND OTHER DELETERHOUS MATERIAL 21. PERFORMANCE BONDS OR OTHER APPROPRIATE SECURITY (INCLUDING LETTERS OF CROOT AND SET ASIDE LETTERS) SHALL BE REQUIRED NAMING THE CITY OF RENTON AS BENEFACTOR FOR A PERIOD OF 2 YEARS AFTER THE PLANTING OR TRANSPLANTING OF VEGETATION TO INSURE PROPER INSTALLATION, ESTABLISHMENT AND MAINTENANCE. 3 1 REVISED PER N 2 REVISED PER 1 INITIAL PERM NO. 4 PLANNING REVISION FG 497.39 FG 497.39 - - +� GRAPHIC SCALE O zo D ,D zD m ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) STREET TREE LOCATIONS 2" GROUND MEDIUM SIZE BARK (AT 3.0' DIN 4" PACIFIC TOPSOILS, INC. "SUPREME MIX" 2" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN LAWN ZONES 4" PACIFIC TOPSOILS, INC. "SUPREME MIX" 4" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN STREETSCAPE PLANTING STRIP 1" =20' CITY OF il^ RENTON D"E Hp1 DATUM N NLL mWE Planning /Building /Public Works Dept. F xvr aE na wuE TcmXDxcEr �o TREE BASE) .......................: PLANTING SCHEDULE CN10' W BEMOS 36 at 1E BIROPEVI ,IORIEGY) ,a W. eo' -95 as (smBET TRFES) PSf,DD19DX IFl ®/ DaXW M 9 HDart, M RXL a BUW M RM 9qE S,RNaiT IFADM 1Y as walalA mNDFEmA ORTEE mI MAEWau) 1.9' CNPFIt- =NANO AS MIrA1FD al PL.1X ' (WAND TREES ) EOPiBN5 u+ID¢DAWS'OM waD)r/OTID arnaTl WIITEL 21' H9MR, BIB, Ell ROOTED, ML k Ba9rl, S Mat CD - OAITEiIE'CWL BFAUIY/ aNeE=T COnxrAS�BL 4• POI$ m ROOTED, 24. aC laNIal.Ml TACK TILL t IF W KAMM M (3) S-C ANNM f1RSr ROB YaL IY iWY 014E 6 BFD. ®PaNO sDEwAUS xraROSEED ¢was cWBRA ax FESNCA RUBRA 40.E DESLNAMPSA cAE,mros9 tzE NOTE THE LOCATION OF ALL EXISTING SHOWN UOFE HAGENSON CST A LOM ETERMINERTHE ACT LOCATION ALL DaSTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES z� M STAKES TO BE 11 CONSULTANTS, LLC ALL ES. LOCATE ro RETns9L AND PRESERVE ANY AND UNDERGROUND UTIU CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SIN Seattle WA 98126 CALL 48 HOURS Phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 4 1- 800 -424 -5555 3 1 REVISED PER N 2 REVISED PER 1 INITIAL PERM NO. 4 PLANNING REVISION FG 497.39 FG 497.39 - - +� GRAPHIC SCALE O zo D ,D zD m ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) STREET TREE LOCATIONS 2" GROUND MEDIUM SIZE BARK (AT 3.0' DIN 4" PACIFIC TOPSOILS, INC. "SUPREME MIX" 2" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN LAWN ZONES 4" PACIFIC TOPSOILS, INC. "SUPREME MIX" 4" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN STREETSCAPE PLANTING STRIP 1" =20' CITY OF il^ RENTON D"E Hp1 DATUM N NLL mWE Planning /Building /Public Works Dept. F xvr aE na wuE TcmXDxcEr �o TREE BASE) .......................: PLANTING SCHEDULE CN10' W BEMOS 36 at 1E BIROPEVI ,IORIEGY) ,a W. eo' -95 as (smBET TRFES) PSf,DD19DX IFl ®/ DaXW M 9 HDart, M RXL a BUW M RM 9qE S,RNaiT IFADM 1Y as walalA mNDFEmA ORTEE mI MAEWau) 1.9' CNPFIt- =NANO AS MIrA1FD al PL.1X ' (WAND TREES ) EOPiBN5 u+ID¢DAWS'OM waD)r/OTID arnaTl WIITEL 21' H9MR, BIB, Ell ROOTED, ML k Ba9rl, S Mat CD - OAITEiIE'CWL BFAUIY/ aNeE=T COnxrAS�BL 4• POI$ m ROOTED, 24. aC laNIal.Ml TACK TILL t IF W KAMM M (3) S-C ANNM f1RSr ROB YaL IY iWY 014E 6 BFD. ®PaNO sDEwAUS xraROSEED ¢was cWBRA ax FESNCA RUBRA 40.E DESLNAMPSA cAE,mros9 tzE SIRBET MEE N016 1. TREES TO BE PLANTED AT APPROX 3W OC OR AS SHOWN PER PLAN. W1 A1MSWMTS FOR UDUTY F RES, Dffl E AYS AND MNIBOXES. 2 HOMEOWNERS SHALL BE RESPONSIBLE FOR MEE MNNT MCE FOR TREES WMIN M ABUTTING LOTS a SMEET MESS SHALL BE CARPRNS BETUWS (FA GATE EUROPEN! HORNBEAM) 4. STREET TREES 91NL BE WN 50' AWAY FR WTERSECDCNS (AS MEASURED FROM FACE OF CURB). R- 311110 CHECK FOR COMPUANCE TO CITY STANDARDS STREET TREE PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 5/1/13 FYl6TX CeA..D Mr. C10 10 X13 - NNNNAA ..................... c� C �1 oD: C C h C DEaDUDU9 ,9LE CST A LOM z� M STAKES ro RETns9L sT PMXe s .XXc r LAM BAW MXa 4 Y DEIED EJXE PULL BM( a NDRDE=E r BASKEr�pp�E� = SBE Y3[ PU.Nr m MCE B weaBBW1 TREE STAKING DETAIL Kta SIRBET MEE N016 1. TREES TO BE PLANTED AT APPROX 3W OC OR AS SHOWN PER PLAN. W1 A1MSWMTS FOR UDUTY F RES, Dffl E AYS AND MNIBOXES. 2 HOMEOWNERS SHALL BE RESPONSIBLE FOR MEE MNNT MCE FOR TREES WMIN M ABUTTING LOTS a SMEET MESS SHALL BE CARPRNS BETUWS (FA GATE EUROPEN! HORNBEAM) 4. STREET TREES 91NL BE WN 50' AWAY FR WTERSECDCNS (AS MEASURED FROM FACE OF CURB). R- 311110 CHECK FOR COMPUANCE TO CITY STANDARDS STREET TREE PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 5/1/13 FYl6TX CeA..D Mr. C10 10 X13 - NNNNAA ..................... c� C �1 oD: C C h C Z 0 U Q W M TRACT "A" DRAINAGE 6934 SF PUBLIC --- I ------ . -O+- - -S 1 TI d_ I � I I I I T3 SF I GRAPHI SCALE _ 20 0 10 20 10 ee ( IN FEET ) 1 inch 4 20 ft. LOT 2 4508 SF VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) 18.05' LT BEGIN 10:1 TAPER SIDEWALK TRANSITION (SEE DETAIL 3 -014) STA 10 +00 - 22' LT BEGIN VERT CURB /WALK- LOT 6 I I 4513 SF ; RELOCATE SCHOOL BEACON STA 10 +67.11 -25.71 RT I INSTALL TYPE 2 J -BOX STA 10 +64.19- 23.85' RT PROVIDE 12 "W X 6 "D CONIC PAD AROUND J -BOX SAWCUT PVMNT. WEST OF LOOP I I STUBOUT (SEE NOTES) I I ; I 1 I 1 I I I II L — it ^ 0 +5 /' LOT 1 4678 SF 5.00' CONIC CONC. SIDEWALK — TRANSITIONS STA BJOIN-EXISTING -_END CURB _ - S7A- Pf +b3.40 -2TC1" -- END NEW SIDEWALK MATCH EXISTING EL 500.0± - NO. NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. EXIST. SCHOOL BEACON CAMERA ASSY & CONTROLLER CABINET. I. ADD PHOTO ELECTRIC o ��Q CELL AND STREET o-f UGHT CIRCUIT. �'P SEE ILLUMINATION PLANS S EET TREE EXIST. 2" CONDUIT W/1 -3/C#8 ( ICAL) / 2- 2/C #14, 1- 2/C #12. I I 2" CONDUIT W/1 -3/C#8 C #14, 1- 2/C #12. EXIST. 2" CONDUIT W /2 -3 /C #8. PSE TRANSFORMER AND METER PEDESTAL )X LOCATION (SEE LOCATED APPROX 250' SOUTH OF CAMERA ASSY o +oo INTERSECTION STA 10 +93.30 -116TH SE o- = STA 0 +00 -SE 86TH o I I I I� 2 . 0' I ' STREET TREEI ' (TYPICAL) I i i i I m I ADJUST TO GRADE (TYP) +1 I II ILLUMINATION REVISION BACK OF PROPOSED CURB EXIST. BEACON 6.0 NEW J -BOX - -- - - 72 n , RELOCATED BEACON EXISTING JBOX EXIST. CONIC PAD LAYOUT PLAN 1"=5' NOTE THE LOCATION OF ALL EXISTING SHOWN HAGENSON MXACT DETERMINE THE LOCATIINU01HFALLEXISTINGRUTI ES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY CONSULTANTS, LLC LOCATE AND AND PRESS RVE AANY AL UUNDERGHWND UTILITIES. CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 email H.Hagwwn000MCAST.NET BEFORE YOU DIG 1- 800 -424 -5555 18.05' LT BEGIN 10:1 TAPER SIDEWALK TRANSITION (SEE DETAIL 3 -014) STA 10 +00 - 22' LT BEGIN VERT CURB /WALK- LOT 6 I I 4513 SF ; RELOCATE SCHOOL BEACON STA 10 +67.11 -25.71 RT I INSTALL TYPE 2 J -BOX STA 10 +64.19- 23.85' RT PROVIDE 12 "W X 6 "D CONIC PAD AROUND J -BOX SAWCUT PVMNT. WEST OF LOOP I I STUBOUT (SEE NOTES) I I ; I 1 I 1 I I I II L — it ^ 0 +5 /' LOT 1 4678 SF 5.00' CONIC CONC. SIDEWALK — TRANSITIONS STA BJOIN-EXISTING -_END CURB _ - S7A- Pf +b3.40 -2TC1" -- END NEW SIDEWALK MATCH EXISTING EL 500.0± - NO. NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. EXIST. SCHOOL BEACON CAMERA ASSY & CONTROLLER CABINET. I. ADD PHOTO ELECTRIC o ��Q CELL AND STREET o-f UGHT CIRCUIT. �'P SEE ILLUMINATION PLANS S EET TREE EXIST. 2" CONDUIT W/1 -3/C#8 ( ICAL) / 2- 2/C #14, 1- 2/C #12. I I 2" CONDUIT W/1 -3/C#8 C #14, 1- 2/C #12. EXIST. 2" CONDUIT W /2 -3 /C #8. PSE TRANSFORMER AND METER PEDESTAL )X LOCATION (SEE LOCATED APPROX 250' SOUTH OF CAMERA ASSY o +oo INTERSECTION STA 10 +93.30 -116TH SE o- = STA 0 +00 -SE 86TH o I I I I� 2 . 0' I ' STREET TREEI ' (TYPICAL) I i i i I m I ADJUST TO GRADE (TYP) +1 I II ILLUMINATION REVISION BACK OF PROPOSED CURB EXIST. BEACON 6.0 NEW J -BOX - -- - - 72 n , RELOCATED BEACON EXISTING JBOX EXIST. CONIC PAD LAYOUT PLAN 1"=5' R -37111 CHECK FOR COMPLIANCE TO CITY STANDARDS SCHOOL BEACON RELOCATION PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 7 -14 -14 C11 IN- ININININIAIAI # i n CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATIONS, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 2. ALL WORK ON THE SCHOOL BEACON SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT THE CITY INSPECTOR A MINIMUM OF 24 -HOURS PRIOR TO COMMENCING WORK ON THE UGHTING SYSTEM. 5. CONTRACTOR TO PROVIDE AND INSTALL NEW ILLUMINATION CIRCUITS FROM SCHOOL BEACON PSE METER THROUGH BEACON CONTROLLER CABINET AND CONTINUING ON TO STREET LIGHTS. PROVIDE 2 POLE 20 AMP BREAKER ON NEW STREET LIGHT CIRCUIT IN EXISTING CONTROLLER CABINET. SEE ILLUMINATION PLANS. 6. CONTRACTOR TO COORDINATE WITH SITEWORK CONTRACTOR. SAWCUT FOR PAVEMENT WIDENING SHOULD BE MADE WEST OF LOOP DETECTOR STUB OUT, IF EXISTING LOOPS ARE DAMAGED THEN CONTRACTOR SHALL REPLACE PER "BENSON HILL ELEMENTARY SCHOOL" BY AMERICAN TRAFFIC SOLUTIONS PLANS DATED 7 -10 -2013. 7. CONTRACTOR TO PROVIDE CONTINOUS RUNS BETWEEN JUNCTION BOXES. NO SPUCES WILL BE PERMITTED. USE EXISTING PIGTAIL IN EXISTING BEACON JUNCTION BOX TO INSTALL NEW TYPE 2 J -BOX PER PLAN. IF PIGTAIL IS OF INADEQUATE LENGTH, PULL REPLACEMENT CONDUCTORS AS NECESSARY. IF LOOP DETECTOR PIGTAIL IS OF INADEQUATE LENGTH, THEN REPLACE LOOPS PER NOTE 6 ABOVE. 8. CONTRACTOR TO COORDINATE WORK NTH CITY OF RENTON. BENSON HILL ELEMENATARY SCHOOL SUMMER SESSION RUNS THROUGH AUGUST 8TH. CITY WILL PROVIDE TEMPORARY SIGNING AS NECESSARY. HEH 23 14 " 1 " =20' ° °°' S. CITY 0 F 23- RENTON H 19 1 HEH HEH /13/, °Pw"" HEH 30 13 HEH oxE Ixcx DATUM HEH D=T1 13 "HEH Planning /Building /Public Works Dept. IF ME Ntl1 BY DATE APPR nFFenrom"`' E " HEH R -37111 CHECK FOR COMPLIANCE TO CITY STANDARDS SCHOOL BEACON RELOCATION PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 7 -14 -14 C11 IN- ININININIAIAI # i n ¢V B8i F 66.04' i � o , o min LOT 8 061 Z LOT 7 I F 4509 SF I 4512 S i I I LP #1 , , I 66:03' 65.64 4. ��... _.. i SEE SCHEDULE1 TYPICAL S89 "33'01'W 3 +00 �I ml 2+00 SHED 10' % 1 85' Ir 65.06' 0.5' ----------------- ---------------------- ; SIDEWALK I EASM'T ~ LOT 6 LP#8- TRACT "A" i DRAINAGE I I I 4513 SF -- 6934 SF I ; RELOCATE SCHOOL BEACON ` I i STA 10 +60.68 -25.00 RT INSTALL TYPE 2 J -BOX STA 10 +64.19- 23.85' RT i SAWCUT PVMNT. WEST OF LOOP STUBOUT I (SEE NOTES) _P #3 I i LP#5 Q _______ ___ dUNCiT014BOX ------------------ � I N wl o �j 99:8 TYPICAL ° 1 i L a CONDUIT AND CONDUCTOR TYPICAL a I 4 -- - -- - -= ._- -- -- = --58 58.95' a 0 58,63' .73 t, e a i ( is 58:60' 45.96' !3. 0 LP #2 LP#4 LP#6 PSE SITE LOT 1 0.5' w I I TRANSFORMER SIDEWALK I ° I I 4678 SF EASM'T. o I of I I to N C' I LOT 5 Z I LOT 4 i� LOT 3 I° LOT 2 I ° DEDICABED As 4534 SF I^ 4516 SF I^ 4514 SF I^ 4508 SF I� ADDITIONAL -� I I ROW I I LP#7 I I I I - I 1 - 58.73' - - - - 58:60' 61.46' - - - 58.82' 58:63' _ _I - GRAPHIC SCALE -E E- 20 I NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. '.. CONSTRUCTION NOTES POLE NO. STREET :s STATION OFFSET I,a EXIST. SCHOOL BEACON WATTAGE LUMINAIRE TYPE 3ASE CAMERA ASSY &- REVISED PER CITY COMMENT -LED HEH ID N0. CONTROLLER CABINET. I , HEIGHT ADD PHOTO ELECTRIC TYPE :a 8 I �� CELL AND STREET 1 - o i � o , o min LOT 8 061 Z LOT 7 I F 4509 SF I 4512 S i I I LP #1 , , I 66:03' 65.64 4. ��... _.. i SEE SCHEDULE1 TYPICAL S89 "33'01'W 3 +00 �I ml 2+00 SHED 10' % 1 85' Ir 65.06' 0.5' ----------------- ---------------------- ; SIDEWALK I EASM'T ~ LOT 6 LP#8- TRACT "A" i DRAINAGE I I I 4513 SF -- 6934 SF I ; RELOCATE SCHOOL BEACON ` I i STA 10 +60.68 -25.00 RT INSTALL TYPE 2 J -BOX STA 10 +64.19- 23.85' RT i SAWCUT PVMNT. WEST OF LOOP STUBOUT I (SEE NOTES) _P #3 I i LP#5 Q _______ ___ dUNCiT014BOX ------------------ � I N wl o �j 99:8 TYPICAL ° 1 i L a CONDUIT AND CONDUCTOR TYPICAL a I 4 -- - -- - -= ._- -- -- = --58 58.95' a 0 58,63' .73 t, e a i ( is 58:60' 45.96' !3. 0 LP #2 LP#4 LP#6 PSE SITE LOT 1 0.5' w I I TRANSFORMER SIDEWALK I ° I I 4678 SF EASM'T. o I of I I to N C' I LOT 5 Z I LOT 4 i� LOT 3 I° LOT 2 I ° DEDICABED As 4534 SF I^ 4516 SF I^ 4514 SF I^ 4508 SF I� ADDITIONAL -� I I ROW I I LP#7 I I I I - I 1 - 58.73' - - - - 58:60' 61.46' - - - 58.82' 58:63' _ _I - GRAPHIC SCALE -E E- 20 I NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. '.. CONSTRUCTION NOTES �o EXIST. 2" CONDUIT W /1 -3 /C#8 �2- 2/C #14, 1- 2/C #12. I 2" CONDUIT W/1 -3/C #8 C #14, 1- 2/C #12. .EXIST. 2" CONDUIT W /2 -3 /C #8. PSE !, TRANSFORMER AND METER PEDESTAL 'I LOCATED APPROX 250' SOUTH OF CAMERA ASSY 0+00 of o t�T I , Y ' �m I R LOCATE AFFIC ( GN) I 0 10 20 '10 80 I ( IN FEET) 1 inch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) NOTE THE HAGENSON DETERMINER THEMEXACW OICATIONUOFEALL EEXISTING UTILITIES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE CONSULTANTS, LLC AND PRESERVE ANYAAND ALL UNDERGROUND UTILITES.. LOCATI CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 email H.Hagenson®COMCASTNET BEFORE YOU DIG 1- 800 -424 -5555 ILLUMINATION POLE SCHEDULE POLE NO. STREET :s STATION OFFSET I,a EXIST. SCHOOL BEACON WATTAGE LUMINAIRE TYPE 3ASE CAMERA ASSY &- REVISED PER CITY COMMENT -LED HEH ID N0. CONTROLLER CABINET. w' I HEIGHT ADD PHOTO ELECTRIC TYPE :a 8 I �� CELL AND STREET 1 - o - LIGHT CIRCUIT. 30 13 2 +99 SEE ILLUMINATION 14' } 4 I /A PLANS PRESTIGE FIXED SEE STD PLAN 116.1 �o EXIST. 2" CONDUIT W /1 -3 /C#8 �2- 2/C #14, 1- 2/C #12. I 2" CONDUIT W/1 -3/C #8 C #14, 1- 2/C #12. .EXIST. 2" CONDUIT W /2 -3 /C #8. PSE !, TRANSFORMER AND METER PEDESTAL 'I LOCATED APPROX 250' SOUTH OF CAMERA ASSY 0+00 of o t�T I , Y ' �m I R LOCATE AFFIC ( GN) I 0 10 20 '10 80 I ( IN FEET) 1 inch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) NOTE THE HAGENSON DETERMINER THEMEXACW OICATIONUOFEALL EEXISTING UTILITIES SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE CONSULTANTS, LLC AND PRESERVE ANYAAND ALL UNDERGROUND UTILITES.. LOCATI CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 email H.Hagenson®COMCASTNET BEFORE YOU DIG 1- 800 -424 -5555 ILLUMINATION POLE SCHEDULE POLE NO. STREET POL STATION OFFSET MOUNT VOLTAGE WATTAGE LUMINAIRE TYPE 3ASE COMMENTS REVISED PER CITY COMMENT -LED HEH ID N0. PVC SCH. HEH HEIGHT REVISED ILLUMINATION DESIGN TYPE DISTRIBUTION 1 LP #1 186TH PL 30 13 2 +99 14.5' RT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 MEMM. HEH 1 AT "T ""��"'E V NJi CNE MI NO. REVISION BY DATE APPR rsESazp HEH CY17TA- VS3AR- 3L- 44W -4K ® 2' LP #2 186TH PL 1- 3/C#8- BEACON 2 +13 14.5' LT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 1- 2/C #12- BEACON 1- 3 /C#B- ILLUMINATION CY17TA- VS3AR- 3L- 44W -4K LP #3 186TH PL 1 +56 14.5' RT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY17TA- VS3AR- L- 44W -4K LP #4 186TH PL 1 +03 14.5' LT 14' 240 44 LED PRESTIGE IXED SEE STD PLAN 116.1 CY17TA- VS3AR- 3L- 44W -4K LP #5 186TH PL 0 +46 14.5 RT 14' 240 44 LED PRESTIGE FIXED I SEE STD PLAN 116.1 LP#6 186TH PL 0 +48 14.5' LT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY17TA- VS3AR- 3L- 44W -4K LP #7 116TH AVE 11 +87 26.5' RT 35' 240 100 LED CYCLONE PENDANT DOMIA SERIES FIXED SEE STD PLAN 117.1 CY55PI- GAL- 3- 10OW -4K -VOLT NOTE MODIFICATIONS - CP3624- RAL9005TX BLACK, 120 -277 UNIVERSAL DRIVER W FLAT GLASS LENS OR EQUAL LP#8 116TH AVE 10 +07 26.5' RT 35' 240 100 LED CYCLONE PENDANT DOMIA SERIES FIXED SEE STD PLAN 117.1 CY55PI- GAL- 3- 100W -4K -VOLT NOTE MODIFICATION - CP3624- RAL9005TX BLACK, 120 -277 UNIVERSAL DRIVER rnniemiirnnAi urcrrc NOTE: POLE ID NUMBER TO BE ADDED AT TIME OF CONSTRUCTION IN 4 REVISED PER CITY COMMENT -LED HEH 7/17/14 �H F E 1 " =20' MdROMAL WD IB&11WI DATUM :. - CITY OF RENTON Planning /Building /Public Works Dept. 3 REVISED PER CITY COMMENT -LED HEH 19 1 PVC SCH. HEH 2 REVISED ILLUMINATION DESIGN HEH /13/1 1 RE- ISSUED HEH 30 13 40 BE» HEH � 1 INITIAL PERMIT SUBMITTAL HEH 1 13 MEMM. HEH 1 AT "T ""��"'E V NJi CNE MI NO. REVISION BY DATE APPR rsESazp HEH NOTE: POLE ID 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATIONS, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT THE CITY INSPECTOR A MINIMUM OF 24 -HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 6. CONTRACTOR TO PROVIDE AND INSTALL NEW ILLUMINATION CIRCUITS FROM SCHOOL BEACON PSE METER THROUGH BEACON CONTROLLER CABINET AND CONTINUING ON TO STREET LIGHTS. PROVIDE PHOTOCELL CONTROLLER ON NEW STREET LIGHT CIRCUIT IN EXISTING CONTROLLER CABINET. 7. CONTRACTOR TO TOTO GBORDIIIATE�W�.,Tee�`erS9NN "e- Ref --"r" °SE;• ........ ...._.........._.._- ._ .._-_...__. _.___ ...... _. ........ ......... :AI ADDRESS (999 94& E1101 0 1221) a INSTALL TYPE 1 uJUNG419N BOX wi n GAEUNET CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT WIRING 10 2" PVC SCH. 40 3 -#8 T.H.W COPPER A2 2" PVC SCH. 40 2- 3 /C#8- BEACON 1- 3 /C#B- ILLUMINATION m 2" PVC SCH. 40 1- 3/C#8- BEACON 2- 2 /C #14- BEACON 1- 2/C #12- BEACON 1- 3 /C#8- ILLUMINATION ® 2' PVC SCH. 40 1- 3/C#8- BEACON 2- 2 /C #14- BEACON 1- 2/C #12- BEACON 1- 3 /C#B- ILLUMINATION ILLUMINATION NOTES 1. SE 186th PI LUMINAIRES SHALL BE NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRES PER STD. PLAN 116.1 2. 116TH AVE SE LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRES PER STD. PLAN 117.1 MODIFIED (SEE DETAIL SHEET) 3. ILLUMINATION UNDERGROUND SERVICE SHALL BE PER STANDARD PLAN NO. 119. CONDUIT SHALL BE 2 "4 SHEDULE 40 PVC. CONDUCTOR SHALL BE #8 T.H.W. COPPER. 4. CONTRACTOR TO COORDINATE POWER SUPPLY AND CONNECTION WITH PUGEST SOUND ENERGY. PROMBE POWER METER A14D eABINIEf AS REQUIRED BY PSE PROVIDE CONTACTORS AND WIRING PER STD. PLAN R- 311712 CHECK FOR COMPLIANCE TO CITY STANDARDS 1i�1ti '4.. a., If, ' S� ILLUMINATION PLAN d�5/1/13 LAKESIDE FAIRWOOD PLAT D0B0p 18621 - 116TH AVE SE RENTON, WASHINGTON C1 1 LAKESIDE INVESTMENTS, LLC 9'E 11 ° 13 A- NNNNAA 4 x LU Q U) cr- W } G W DECAL NUMBERS VERTICALLY. IN DRY WEAMER• 50• F OR �\ NUMBERING r'- EXAMPLES 15 FEET LEO TYPE I WATTAGE 1 -3/4- TO 2' F-1 'jj 2• / E©12 O / 7/B” 2' To GEM RDLECTGUZED GOMIC GOLD OR NOTE LEGEND OR BLACK BACKGROUND + PUBLIC WORKS STREET LIGHT STANDARD �' PtrAti - IBi DFPAR11fENT DECAL NUMBERING SYSTEM \ ) THE LOCATION OF ALL SHOWN HAGENSON M£ V48 SHALL REMAIN ACCESSIBLE FOR INSPECTION AND ACT LOIC ATIONUOFEALL UTILITIES ro' BEFORE COMMENCING WORK. CONTRACTOR AGREES 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR 1.1111, A 11 ' � aii N £ 6 mm-' oM+n ss eo9 W LMMI% -� n waN ° .IT IR, " « �wxmT`r ama p E .tl ;•' x f nT.7r M�MR 1 Lwrta aw &$ >11G4£r.51v �P CALL 48 HOURS rww s Rsa. -aoi p BEFORE YOU DIG YO.x� mMS S'�r su LI --jI " �A... � waa uat PPR VEO: r uwsa REVISION fu. A„rn sr.. Rwwu9 �I a MVL% APPR A =PRam HEH • P H KK,r 1 � i m9R� • ice=.{ sh A A TN S "4 b'Yn Auw� W 1 IN mam0°°c ua -:, u 4 V _c NN /a�5AACi Y ar8n1 w� r-.. ro B 1 mxI % i - ll, AA rzA DECAL NUMBERS VERTICALLY. IN DRY WEAMER• 50• F OR �\ NUMBERING r'- EXAMPLES 15 FEET LEO TYPE I WATTAGE 1 -3/4- TO 2' F-1 'jj 2• / E©12 O / 7/B” 2' To GEM RDLECTGUZED GOMIC GOLD OR NOTE LEGEND OR BLACK BACKGROUND + PUBLIC WORKS STREET LIGHT STANDARD �' PtrAti - IBi DFPAR11fENT DECAL NUMBERING SYSTEM NOTE SECURELY FASTENED TO ME GROUND LUC INSIDE THE THE LOCATION OF ALL SHOWN HAGENSON d SHALL REMAIN ACCESSIBLE FOR INSPECTION AND ACT LOIC ATIONUOFEALL UTILITIES �w BEFORE COMMENCING WORK. CONTRACTOR AGREES 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR 1.1111, A 11 ' INSULATED N £ 6 mm-' oM+n ss eo9 W LMMI% -� n waN ° .IT IR, " « �wxmT`r ama p E AND PRIESERVE ANYAAND AL UNDERGROUND U➢�ES. rue I� W r ) 1 Lwrta aw &$ >11G4£r.51v 8 CALL 48 HOURS rww s Rsa. -aoi p BEFORE YOU DIG YO.x� mMS S'�r su LI --jI " �A... � waa uat PPR VEO: �i DEPARTMENT uwsa REVISION -..o s da «� Rwwu9 �I a MVL% APPR A =PRam HEH • P H KK,r 1 � i m9R� • ice=.{ G A A TN S "4 W 1 IN mam0°°c ua _c NN /a�5AACi Y ar8n1 w� r-.. ro B MW_ 4i4a9a5MUMM mxI % wNnecnr �< ll, AA rzA _N Umnu�cr NjjEn'.i.%gaA„ 5,N5��3LE4' �D.r „L q M s g 5 I \ ue"'sru- .R ae —sr Y of A POLE ELAYATNMi FOUNAATION DETAA9 STD PLAN - Ilft.l NOONBORHOOD STREET PUBLIC WORKS P ME DEPARTMENT ® PEDiSTRipN LUMNAIRE FlKTORE AND POLE DETAILS DECAL NUMBERS VERTICALLY. IN DRY WEAMER• 50• F OR �\ NUMBERING r'- EXAMPLES 15 FEET LEO TYPE I WATTAGE 1 -3/4- TO 2' F-1 'jj 2• / E©12 O / 7/B” 2' To GEM RDLECTGUZED GOMIC GOLD OR NOTE LEGEND OR BLACK BACKGROUND + PUBLIC WORKS STREET LIGHT STANDARD �' PtrAti - IBi DFPAR11fENT DECAL NUMBERING SYSTEM \ o-mv a N/A N., r �� CaW Mt NNaI wMwswxaz.imwML nwA°Nd0 ¢ �o> ntna �Na uo unR b - MA aw g x N »s o z• y 1 r? a• '2 Ts v E evx Y S Y •LfttMIM pIWVi LVpt45. v'rNew RR. 6 .N� a N¢ ugxs r R'wnt XlT IM 4 r olu°uu»w g OU «n1eA°wna° "ro"NN a � LmT Inrov rrcn rou � rl''9 gW . MWq,I' all DEW, INVKmurp MAtt' KuK,I - RMRV ]:p g{YNllw x4 VR IXt I OIN.fY M'Xt �. SM. RSWLIiiMI ' foaVaiW O:lAy1IIL RR 9[II � 1 :q Rq:pi. R MPO ei0 A96 :a FM R+ °3rPiF€ R0.I a24uPor R .LL POLE ELEWATION FOONDATION DRABS Bull WORKS ARTERIAI. STREET SIU. PLAN - ETA a DEPAN'I'MfN'I DECORATIWE ROADWAY LUMM "WE "Le IABTAILB R k 8� t •� �� \ \ ( ZgVg 8 ! c 61 Eaa eo ei��i'Tg� E ig N ��p Ii !gI z W W b F AA}D Ilunu Wo' SERVICE CABINET �• PIS - >ffi "1 R� A DEPARD"T WITHOUT BBS NOTE SECURELY FASTENED TO ME GROUND LUC INSIDE THE THE LOCATION OF ALL SHOWN HAGENSON ONLY. NETERMINERTHEME LEXXIISTING SHALL REMAIN ACCESSIBLE FOR INSPECTION AND ACT LOIC ATIONUOFEALL UTILITIES MM,.�IP� BEFORE COMMENCING WORK. CONTRACTOR AGREES 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR RMmN ' INSULATED N £ 6 mm-' oM+n ss eo9 W LMMI% -� n waN ° .IT IR, " « �wxmT`r s AND PRIESERVE ANYAAND AL UNDERGROUND U➢�ES. rue I� W r ) 1 Lwrta aw &$ >11G4£r.51v = CALL 48 HOURS rww NY9 aMpD➢G S[PM BEFORE YOU DIG YO.x� mMS S'�r su to f/rN --jI " �A... � waa uat PPR VEO: �i DEPARTMENT uwsa REVISION -..o s da «� Rwwu9 �I a MVL% APPR A =PRam HEH • P H KK,r 1 G W mam0°°c ua _c NN /a�5AACi Y ar8n1 w� r-.. ro B MW_ 4i4a9a5MUMM wNnecnr �< \ o-mv a N/A N., r �� CaW Mt NNaI wMwswxaz.imwML nwA°Nd0 ¢ �o> ntna �Na uo unR b - MA aw g x N »s o z• y 1 r? a• '2 Ts v E evx Y S Y •LfttMIM pIWVi LVpt45. v'rNew RR. 6 .N� a N¢ ugxs r R'wnt XlT IM 4 r olu°uu»w g OU «n1eA°wna° "ro"NN a � LmT Inrov rrcn rou � rl''9 gW . MWq,I' all DEW, INVKmurp MAtt' KuK,I - RMRV ]:p g{YNllw x4 VR IXt I OIN.fY M'Xt �. SM. RSWLIiiMI ' foaVaiW O:lAy1IIL RR 9[II � 1 :q Rq:pi. R MPO ei0 A96 :a FM R+ °3rPiF€ R0.I a24uPor R .LL POLE ELEWATION FOONDATION DRABS Bull WORKS ARTERIAI. STREET SIU. PLAN - ETA a DEPAN'I'MfN'I DECORATIWE ROADWAY LUMM "WE "Le IABTAILB R k 8� t •� �� \ \ ( ZgVg 8 ! c 61 Eaa eo ei��i'Tg� E ig N ��p Ii !gI z W W b F AA}D Ilunu Wo' SERVICE CABINET �• PIS - >ffi "1 R� A DEPARD"T WITHOUT BBS %I d >+ AS ')fWWl h I RWL'M#Mi LLWW m Ymw[ I IILrM.[�a rtw x+ a ti 1•mxu I Kd 'a RlwiwE w IP4W lY A I (mXPt Z.' M PrMLra¢ (M x) 4 lmra NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. MIN. OI 1/2° YAREWAY M. 4frr�ygj yWOjlyyli MMARFFNWx9RFi WMINAIRE ANTI DETAILS LUMINAHIE AIIMMWNTINB SIT. PLAN - 117a A� PUBUCNORKS LVYINIURO ARM ANO RfOYNTINO i� OGPARTMRNT' BRACKET DETAILS TERMINAL STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT LUUWAIRE Ins A MAI SNI-ER (MW) I ROLE 140 K'LT DANA, BREAKERS 1YJ/240 COLT I fi PCLE CIRCUIT MRES TO LIGHTING RUNS m E unurr PLUS (On) MEET LIGHTING Ca'UnTORS TO CINGUND ROG WRING CCLOR CODE A. WHITE JACKET (NEUTRAL) S. BLACK JACKET (LINE) O. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E GREEN OR BARE WIRE (GROUND) PUBUC WORKS STREET LIGHTING CONTACTOR DEPARTMENT CABINET SCHEMATIC waw Rm sP ..1.�.4A,CT NOTE SECURELY FASTENED TO ME GROUND LUC INSIDE THE THE LOCATION OF ALL SHOWN HAGENSON ONLY. NETERMINERTHEME LEXXIISTING SHALL REMAIN ACCESSIBLE FOR INSPECTION AND ACT LOIC ATIONUOFEALL UTILITIES r7— BEFORE COMMENCING WORK. CONTRACTOR AGREES 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR �_ TO BE FUL-1-Y RESPONSIBLE FOR ANY AND ALL INSULATED CONSULTANTS, LLC LY LOCATE REVISED ILLUMINATION DESIGN AND PRIESERVE ANYAAND AL UNDERGROUND U➢�ES. /13/1 CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 1 I 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 email H.Hagenson000MCAST.NET BEFORE YOU DIG BID. PLAN - 718 1- 800 - 424 -5555 T'PICAL LIOMTINO %I d >+ AS ')fWWl h I RWL'M#Mi LLWW m Ymw[ I IILrM.[�a rtw x+ a ti 1•mxu I Kd 'a RlwiwE w IP4W lY A I (mXPt Z.' M PrMLra¢ (M x) 4 lmra NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. MIN. OI 1/2° YAREWAY M. 4frr�ygj yWOjlyyli MMARFFNWx9RFi WMINAIRE ANTI DETAILS LUMINAHIE AIIMMWNTINB SIT. PLAN - 117a A� PUBUCNORKS LVYINIURO ARM ANO RfOYNTINO i� OGPARTMRNT' BRACKET DETAILS TERMINAL STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT LUUWAIRE Ins A MAI SNI-ER (MW) I ROLE 140 K'LT DANA, BREAKERS 1YJ/240 COLT I fi PCLE CIRCUIT MRES TO LIGHTING RUNS m E unurr PLUS (On) MEET LIGHTING Ca'UnTORS TO CINGUND ROG WRING CCLOR CODE A. WHITE JACKET (NEUTRAL) S. BLACK JACKET (LINE) O. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E GREEN OR BARE WIRE (GROUND) PUBUC WORKS STREET LIGHTING CONTACTOR DEPARTMENT CABINET SCHEMATIC waw Rm sP ..1.�.4A,CT SMN C4PiEN cwW rtW NOTES I. EQUIPMENT GROUND WIRE A BARE WIRE STALL BE Y SECURELY FASTENED TO ME GROUND LUC INSIDE THE MLH POLE HANDHO R. ALL BONDING R GROUNDING COXNECTON$ .• NnnTerl van SHALL REMAIN ACCESSIBLE FOR INSPECTION AND sj>E " =20' r7— P 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR �_ SMN C4PiEN cwW rtW NOTES I. EQUIPMENT GROUND WIRE A BARE WIRE STALL BE Y SECURELY FASTENED TO ME GROUND LUC INSIDE THE MLH POLE HANDHO R. ALL BONDING R GROUNDING COXNECTON$ SHALL REMAIN ACCESSIBLE FOR INSPECTION AND sj>E " =20' MAINTENANCE. �� CITY OF RENTON Planning /Building /Public Works Dept. 2, IF THE FIXTURE MANUFACTURER HAS MADE PROMSIOR FOR REVISED PER CITY COMMENT — LED ME ATTACHMENT OF A GROUND MRE A GREEN INSULATED WIRE OF THE SAME SIZE SMALL: BE RUN FROM ME fl%MRE REVISED ILLUMINATION DESIGN TO ME GROUND LUG INSIDE THE POE HANDRDLE. IF ME /13/1 aXCJl MANUFACTURER HAS A GROUND LUG A BB GREEN i 1 lKSULARD 'RE SHALL BE RUN FROM THE RxTURE HEH GROUND LUG TO THE POLE GROUND LUC, °RN" HEH GKE R9x BID. PLAN - 718 N A� � PUBLIC >o0RK8 T'PICAL LIOMTINO PPR VEO: �i DEPARTMENT UND ®RORODND SYST ®M REVISION J U APPR A =PRam HEH • IF Sa tld XeQa mM f Barnvv R.r.�Pro Ma NOTES see Std. Plan 126.2 1 PUBLIC WORKS CABINET FOUNDATION DETAILS DEPARTMENT 3' a STREET UCYT POLE \LjONCn0N Dox PyL1N VI lY —1 4' I EP —j `ji r ... 2 SIDE VIEW •• • •. LIGHTING STANDARD & JUNCTION BOX •' '� -,. FLAN MEYf INDIVIDUAL JUNCTION BOX NOTE_ CLASS 0' CONCRETE TO BE USED '.N CONSTRUCTION OF PRO PUBLIC WORKS CONCRETE PAD DETAILS - � + ° DEPARTMET R- 311113 tiN Y rtC VIOLU I"CIC UI I T UUMMI: N I - LtU MLH //14/14 SAIMERm OH sj>E " =20' vaKw w To�NI 1NIIdlOMN: WD IB6T DATUM �� CITY OF RENTON Planning /Building /Public Works Dept. 3 REVISED PER CITY COMMENT — LED H Y12 L14 DESCRIBE HEH 2 REVISED ILLUMINATION DESIGN HEH /13/1 1 RE— ISSUED HEH 30 13 °RN" HEH GKE R9x INITIAL PERMIT SUBMITTAL `1F unev pn:eJu. D/1/13 o na �EH M SGNE s� Y NO. REVISION BY U APPR A =PRam HEH • P H KK,r 1 Barnvv R.r.�Pro Ma NOTES see Std. Plan 126.2 1 PUBLIC WORKS CABINET FOUNDATION DETAILS DEPARTMENT 3' a STREET UCYT POLE \LjONCn0N Dox PyL1N VI lY —1 4' I EP —j `ji r ... 2 SIDE VIEW •• • •. LIGHTING STANDARD & JUNCTION BOX •' '� -,. FLAN MEYf INDIVIDUAL JUNCTION BOX NOTE_ CLASS 0' CONCRETE TO BE USED '.N CONSTRUCTION OF PRO PUBLIC WORKS CONCRETE PAD DETAILS - � + ° DEPARTMET R- 311113 tiN Y rtC VIOLU I"CIC UI I T UUMMI: N I - LtU MLH //14/14 SAIMERm OH sj>E " =20' vaKw w To�NI 1NIIdlOMN: WD IB6T DATUM �� CITY OF RENTON Planning /Building /Public Works Dept. 3 REVISED PER CITY COMMENT — LED H Y12 L14 DESCRIBE HEH 2 REVISED ILLUMINATION DESIGN HEH /13/1 1 RE— ISSUED HEH 30 13 °RN" HEH GKE R9x INITIAL PERMIT SUBMITTAL HEH D/1/13 o na �EH M SGNE s� Y NO. REVISION BY DATE APPR A =PRam HEH D'AVESR - 7/3" FGSE -. A I- _X-E Y _ . ISE ALT C SP JCi KIT DRAAS O 0 PT S AG oz I0 naw :mss CHECK FOR COMPLIANCE TO CITY STANDARDS ;3. R�g � A� 7 a-s iG ILLUMINATION DETAILS DAM 5/l/13 LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE CRG HR RENTON, WASHINGTON C1 I -A LAKESIDE INVESTMENTS, LLC SMIDER, 11 GR13 A- NNNNAA ....................... . NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 0 O �O O ( 30' 30' GRAPHIC SCALE 20 0 10 20 40 • ' PLANTER STA 3+27.5-18s LONG 4 . t! Q oD TYPE III BARRICADE 4 REVISED FOR 8 PLANTER HEH PVI: 497.5' @ 0+6 L DESIGNED, , ADDED SIGN AT STA 3+27 HEH ON 4X4 WOODEN POSTS HEH 2 to C, O o °��" HEH 1 INITIAL PERMIT SUBMITTAL K=7.1 BURIED 3' IN CONCRETE % _ c7 50a Z DATE APPR - - ATTACH R8-7(MODIFED} 94 ;,. FUTURE THRU STREET SIGN - 0 I I 500 o 1 LOT 1 0.5 VERT.' CURVE' w LAN DING OINT d- o c6 -2.0% SIDEWALK N z ! I I 4678 SF EASM'T ! P I ! + I 5.00' Imo` ! ! N , I COLO , 8.00 �! LOT �J LOT 4 LOT 2 5' T ❑ BE WALK L. S. I LOT 3 4508 SF DEDICATED AS �c ELEV 490.22 4534 SF 4516 SF ! I 4514 SF I ADDITI❑NAL I I • -- I ROW ,I w I CONC. • __ SIDEWALK TRANSITION WALK FG 499.91 , • STA 11 . - E rkin ni inn ini►i ruic-Ttwin NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTIU11ES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES LLC AND PRIESERVE ANY AND ALLICHMGHT BE OCCASIONEDBUND RGRIOUND UTILITIES. Y HIS FALURE TO �Y LOCATE CONSULTANTS, CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H.Hagenson@COMCAST.NET 1-800-424-5555 �0 218223 ►�� ,cis o'`- G`� `�% s' 4NAL EXPIRES 11/15/16 5 AS -BUILT HEH 3/16/2015 SuR off 4 REVISED FOR 8 PLANTER HEH PVI: 497.5' @ 0+6 L DESIGNED, 3 ADDED SIGN AT STA 3+27 HEH ?/5/14 HEH 2 REVISED PER CITY 8/16/13 COMMENTS HEH 3/30/13 °��" HEH 1 INITIAL PERMIT SUBMITTAL K=7.1 3/1/13 CHECKED: NO. 50a BY DATE APPR APPROVED: HEH - 0 500 o 1 0 VERT.' CURVE' w LAN DING OINT d- o c6 -2.0% N z P .1: 488.0 0 1+70 O N _ - _ .� _ _ P �c ELEV 490.22 + -- _ _ w __ 495 O w w� ---`" 495 +AS CD CD cj BLT GUTTER N d- cn o d' �. 00 o + z 2.797,- +00 _.----'' 49 0 --- _ V_ o _ _ , 49 0 AS BLT GUTTER - - ^ �, w _ ------= EXIST GRADE � . w .o �- w 485 �.. 485 UJ Ln' �� _ 0) LIJ+ ..+ _I _ 480 I 480 I 0_ I 1475 3+00 2+00 PROFILE - SE 18 6 PLACE �+oo 0+00 SCALE HORIZ: 1 " = 20' VER T.• 1 " = 5' NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTIU11ES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES LLC AND PRIESERVE ANY AND ALLICHMGHT BE OCCASIONEDBUND RGRIOUND UTILITIES. Y HIS FALURE TO �Y LOCATE CONSULTANTS, CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H.Hagenson@COMCAST.NET 1-800-424-5555 �0 218223 ►�� ,cis o'`- G`� `�% s' 4NAL EXPIRES 11/15/16 5 AS -BUILT HEH 3/16/2015 SuR off 4 REVISED FOR 8 PLANTER HEH 3/19/14 L DESIGNED, 3 ADDED SIGN AT STA 3+27 HEH ?/5/14 HEH 2 REVISED PER CITY 8/16/13 COMMENTS HEH 3/30/13 °��" HEH 1 INITIAL PERMIT SUBMITTAL HEH 3/1/13 CHECKED: NO. IHEH REVISION BY DATE APPR APPROVED: HEH ( IN FEET ) 1 in ch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831 ) 80 ROAD NOTES 1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON 2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5 5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H-018 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER STD PLAN F012.2 7. CONSTRUCT MAILBOX PER STD PLAN H027 8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS. DRIVEWAY TABLE- 16' WIDE DRIVEWAY STATION OFFSET 0+82.26 L 0+84.19 R 1+40.88 L 1+70.88 L 1+87.39 R - 20'WIDTH, 20' RADIUS - SEE PLAN 2+49.637 R 2+58.24 L 2+79.67 R 2+88.24 L CONSTRUCTION NOTES (DCONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 QCONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION. (�)CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 q- TYPICAL CROSS SECTION NOT TO SCALE SE 186TH PL R-311115 VN�N\LIV WI\V "low VM111..1• PER SM PIAN F-001 r CHECK FOR COMPLIANCE TO CITY STANDARDS I SCALE: VERTICAL1 =20 Hor�zoNrN.: . NAw NAD 'IM/11114111 »LRCITY a F SE 186TH PLAN & PROFILE LAKESIDE FAI RWOOD PLAT MLRENTON - 18621 - 116TH AVE SE ONE INCH DATUM ATFULLSCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON IF NOT ONE INCH SCALE ACCORDINGLY LAKESIDE INVESTMENTS, LLC DATE: 5/1/13 FIELINKM: PAGE: DRAWING NO: C5 SHEET: 5 OF:13 ROME fGlf1 z rn T m z z rn En a D D T cn a 0 4 W a Z LqU Z 0 W U W NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. 01 W NK - F— VERTICAL DATUM Q GRAPHIC SCALE NAVD ss 20 0 10 20 40 80 BENCHMARK W TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT Q ( IN FEET) (WCCS POINT ID NO. 3831) 8' PLANTER M LL LO J X10.0' „Q Y aSMN 9 w�w U) J Cfl SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. zJQo 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. Ln 5' SIDEW 7— 4. -- z ,d Ma 00 pI — ~AA3 Z J�, �C) �I Y 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION J 11--_ SURVEYED: CkfQ NSW I-- U �-�J�� Q I .��„I ...:.::.. +oma W N�� 0�w1 I °. O�°o ZpQ 0 04 �m�ot~n w I of I to '— LU v Op U Cn cn Cn w m LJJ > I LL_ cD W I cn M LL LO J X10.0' „Q Y aSMN 9 w�w U) J Cfl Y � J P. � 0 (n Ot w 505 Of +@ �U. M� ZQ, cn V) w --- 500 10+00 11+00 PROFILE - 116TH AVE SE 12+00 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES BEFORE COMMENCING WORK. CONTRACTOR AGREES LL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS ' 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H. Hagen son@COMCAST. NET A 0AA IO%I CCCC �A_ I ONAL. EXPIRES 11 /15/16 5 5 AS—BUILT HEH 4 REVISED FOR 8 PLANTERS HEH 3 ADDED DETAIL HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH 1 INITIAL PERMIT SUBMITTAL HEH NO. I REVISION I BY GONG R��S N� `I 5 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE CEMENT CONCRETE SIDEWALK AND RAMP s' M//v NS/T/off, ooNc CONSTRUCTION NOTES (I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 (�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION. __0.5'____ 5' MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. zJQo 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. -- c�_n 0CD4 CD RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.) pI I ~AA3 Z J�, Q I I LOpUH xp� w�Nw 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION )/9/14 SURVEYED: SCALE: VERTICAL: NAVD 1988 tf)AQ� (_5�pWCD Z 00 ZpQ 0 04 �m�ot~n w a Cn cn Z U W F— Y � J P. � 0 (n Ot w 505 Of +@ �U. M� ZQ, cn V) w --- 500 10+00 11+00 PROFILE - 116TH AVE SE 12+00 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES BEFORE COMMENCING WORK. CONTRACTOR AGREES LL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS ' 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H. Hagen son@COMCAST. NET A 0AA IO%I CCCC �A_ I ONAL. EXPIRES 11 /15/16 5 5 AS—BUILT HEH 4 REVISED FOR 8 PLANTERS HEH 3 ADDED DETAIL HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH 1 INITIAL PERMIT SUBMITTAL HEH NO. I REVISION I BY GONG R��S N� `I 5 2.0' MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE CEMENT CONCRETE SIDEWALK AND RAMP s' M//v NS/T/off, ooNc CONSTRUCTION NOTES (I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 (�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION. __0.5'____ 5' MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER b UWMtU WWAUI% Iw U.Mbt TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE DEUA/ALK RAMP TYPE 3A PLAN NOTES: 1. Avoid placing drainage structures, junction boxes or ether obstructions in front of ramp access areas. Detectable warning patterns may be created by any method that will achieve the truncated dome dimenSIOnS and spacing shown. The d-etectoble wcIrning pattern area shall be yellow, in compliance with Std. Spec. 8-14.3(3 3_ Curb and qutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. 4_ See Std. Plan E—J for side-wolk joint placement and details. �j. Pump dopes shall not be steeper than 12 -H. -IV. R-371116 /19/14 un 1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF DESIGNED: /5/1 HEH RENTON 7-3-o/13 DRAWN: HEH ONE INCH DATUM 71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HEH IF NOT ONE INCH DATE AP P R APPROVED: SCALE ACCORDIINMY HEH SEE CONTRACT FOR CURB RE7URN RADIUS ISOMETFIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & 3D Sheet 1 of 6 Ly ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 QWG. NAME: F012 SP PAGE: F01 DATE: 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT RELDBOW PAGE: 18621 - 116TH AVE SE DRAMA VG N0: RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC '�� s M13 A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA SECTION A—A NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 50 RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8-14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3-014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION )/9/14 SURVEYED: SCALE: VERTICAL: NAVD 1988 b UWMtU WWAUI% Iw U.Mbt TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE DEUA/ALK RAMP TYPE 3A PLAN NOTES: 1. Avoid placing drainage structures, junction boxes or ether obstructions in front of ramp access areas. Detectable warning patterns may be created by any method that will achieve the truncated dome dimenSIOnS and spacing shown. The d-etectoble wcIrning pattern area shall be yellow, in compliance with Std. Spec. 8-14.3(3 3_ Curb and qutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. 4_ See Std. Plan E—J for side-wolk joint placement and details. �j. Pump dopes shall not be steeper than 12 -H. -IV. R-371116 /19/14 un 1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF DESIGNED: /5/1 HEH RENTON 7-3-o/13 DRAWN: HEH ONE INCH DATUM 71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HEH IF NOT ONE INCH DATE AP P R APPROVED: SCALE ACCORDIINMY HEH SEE CONTRACT FOR CURB RE7URN RADIUS ISOMETFIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & 3D Sheet 1 of 6 Ly ADOPTED CITY OF RENTON t t STANDARD PLANS LST DATE: 04/04 QWG. NAME: F012 SP PAGE: F01 DATE: 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT RELDBOW PAGE: 18621 - 116TH AVE SE DRAMA VG N0: RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC '�� s M13 A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA J M I Q O cf Ir LLj Q Q IV w NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. EMERGENCY OVERFLOW TYPE II CB W/ BIRDCAGE CB #5 TE 49; 487.65 DAM TYPE II -48 CLAY COLLAR -_. „ COLLAR/DAM -49�8� 489.17 IE 462 484.99 4 THICK X 5, DEEP 481.60 S 481.37 „ X 10 WIDE CENTERED E 484.52 8LF-12 0 ON STORM DRAIN 481.62 W 4%-6% I A �o -- . - `. WALL ° T � � : 90- i i I 81 X 6 W --- I + a-2(' 114' -12"0 S=� % 0.44% - -'� X 1 D ROC , PAD ' ----------------------- _�:__ - 8 ---------- w r� 1 -- -----� ------------ 12' GRAVEL ACCESS -r� --� _ �\\\� I IE - •� -;~``� • �� I PO BOTTOM 475.5 I I .� / ----'.• = ►� DIMENT STORAGE 475.5 TO 476.5 481.12 I 15 N -8 1 I VET/DETENTION POND I . I I DRAINAGE 8C (' I i l a VVETPOND . 476.5 TO 481 6 + SEWER 1 tl ii j ! I `'� f I +I I LRE D = 4039 CF ROW ROW I r I ,� I Vi0 Q EASEMENT � • II �` l I I . I I 1 � � jI � j ( 1 l I I - o\ 2 1 li l 1 I VOL PROVIDED 44��- 4287 CF I CONTROL MH 1 w 1 ^�47Q E 'li� DETENTION 4 48:74 � 481.86 TO 7. 6 " 1 0� s 414 I - 1 �e I TYPE II 54 o �'�- 18 VOL REQD PROVIDED - , 1 ' 1 � � �__` J III / � � � a � /� � � ns I RIM. 490.0 , \ / , L 117,791 18,217 CF ' 6 t� ADS CONNECT OUTLET: 4��- 481.8fi I -� `// 11100 YEAR MAX W.S. 487.56 1 I ROOF DOWNSPOUT OVERFLOW 487,4-487.561 1 1 TYPICAL I ORIFICES -SEE DETAIL 1 f I I I �� ` _.`~-- 1 I SEE DETAIL' I \ , a + CLEANOUT IIL _ I (TYPICAL) ---- ---- -- - -4900- =j �' 1 loll 4 4 ZA Ry 4 Z�_cgs N 107LF-12"0 SmO.3%r 0.2% C%4 i 0 0+00 Ll ami 112+00 1 01 ° � 0+50 3-131 45 3+00 Cn I +- IPA o 0 •� 8 TI CB 3 -TYPE :1[ � STA 2+09.60 - 9.17'RT � 6"0 ADS CONNECT � TE 48935 489.09 ROOF DOWNSPOUT IE 486.6 7' � (TYPICAL) I 486.54 S � 486.39E � I I -I. - -- -- -- - - -- -- a I I I CB#4 - TYPE I I I STA 2+09.60 - 9.17'LT TE 489-3 489.15 CB#1-TYPE II IE 4015.85 486.85 STA 1+00.00 - 8.3'RT Ii I TE 494.17 493.92 I I I IE 491.49-S 490.97 IE II QC z6 CAI CB#2 - TYPE I 486.42 NW STA 1 + 00.00- 9.17' LT 486.17 W TE 494.17 494.10 I I T IE 491.6-7 491.70 I I I -) .I i I I ----• E NOTE AN E LOCATION � UNDERGROUND ALL EXISTING SHALL SHOWN FEaXS�HAGENSON DETERMINE ATLOCATIONOALLETINGUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONS ULTANTS, LLC ADAMAGES ND BE PRESERVE ANYILLY �AND ALL UNDERGROUND HIS ND RGRWNSIBLE FOR ANY AND D ALL EXACTLY LOCATE CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS I 6484-48nH AVE sw Seattle wn 98126 CALL 48 HOURS phone 206 938-6168 fdx 206.93e-7645 BEFORE YOU DIG email H.HagensondCOMCAST.NET 1-800-424-5555 'PO 28231 41001 �- ss, ANAL EXPIRES --11/15/16 6 AS -BUILT 5 MOVED POND FENCE &ADDED CLAY DAM 4 REVISED PER CITY COMMENTS 3 ADDED POND SIGN 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL R01111111111111 aNW61 • ►. HEH 3/16/15 HEH 3/31/1 SURVEYED:H HEH 3/7/1 I ti� HEH /31 /14 HEH /30/13 DRAWN: HEH HEH 1/13 CHECKED: EH BY DATE AP P R APPROVED: HEH C. OTHER DEVICE APPROVED BY s ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF _- COMPONENTS 495 2 79 _ -- �. /'' / ao 0) PROP SE) 490 AS T BLT GUTTER I - i� ^� w - EXIST, GRADE J c~o o w 00. O to .. 107LF� 12 o S=$ 0 2% _ ._ ....,_ �- �..� 485 JI-- "I--c3i (n IM O -CD 10-) �� aj_ co�j ,, �w CN (3�_ oo t,_ , II ' moo -�� z Ic�wz� _I +opo 480 CD � _ Y..... Ar0 -..:.. I I 00 V UPw w vow uc~nFw-..wW 475 3+00 2+0o PROFILE - SE 186 PLACE 1+oo 0+00 SCALE: HORIZ: 1 " = 20' VER T.- 1 " = 5' NOTE AN E LOCATION � UNDERGROUND ALL EXISTING SHALL SHOWN FEaXS�HAGENSON DETERMINE ATLOCATIONOALLETINGUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES CONS ULTANTS, LLC ADAMAGES ND BE PRESERVE ANYILLY �AND ALL UNDERGROUND HIS ND RGRWNSIBLE FOR ANY AND D ALL EXACTLY LOCATE CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS I 6484-48nH AVE sw Seattle wn 98126 CALL 48 HOURS phone 206 938-6168 fdx 206.93e-7645 BEFORE YOU DIG email H.HagensondCOMCAST.NET 1-800-424-5555 'PO 28231 41001 �- ss, ANAL EXPIRES --11/15/16 6 AS -BUILT 5 MOVED POND FENCE &ADDED CLAY DAM 4 REVISED PER CITY COMMENTS 3 ADDED POND SIGN 2 REVISED PER 8/16/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL R01111111111111 aNW61 • ►. HEH 3/16/15 HEH 3/31/1 SURVEYED:H HEH 3/7/1 DESIGNED: HEH HEH /31 /14 HEH /30/13 DRAWN: HEH HEH 1/13 CHECKED: EH BY DATE AP P R APPROVED: HEH 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FRAME & LADDER OR STEPS OFFSET, SEE NOTE 4. 12"0 RISER TE -487.4 487.56 ORIFICE #3 DRILLED INTO RISER DIA.= 7/8 IN. IE= 496-95 486.21 ORIFICE #2 WITH 4" ELBOW DIA.= 1 IN. IE= --485.91 OUTLET PIPE IE= 481-4 (12") 481.86 RESTRICTOR PLATE W/ ORIFICE #1 DIA.= 1/2 IN. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS. SEE PLAN VIEW FOR ACTUAL LOCAT. CONSTRUCTION NOTES GENERAL NOTES: 1. REFERENCE DRAINAGE NOTES ON SHEET C8. 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN OUTS AT UPSTREAM END OF EACH CONNECTION. 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLAN SHEET C3 4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. 5. SEE SHEET C-5 FOR STORM DRAIN PROFILE 5. ESTIMATED CUT VOLUME: 1200 C.Y. ESIIMATED FILL VOLUME: 1500 C.Y. �531111011 , �� Iii � 11900 "Am" O PROVIDE AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL) O PROVIDE AND INSTALL PVC OR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR INVERT AND SLOPE INFORMATION. O PROVIDE AND INSTALL ROOF DRAIN. CONNECT DIRECTLY TO CATCH BASINS. O4 WET DETENTION POND SHALL BE POST CONSTRUCTION AS -BUILT. VERTICAL DATUM GRAPHIC SCALE NAVD 88 20 0 10 20 40 80 BENCHMARK ( IN FEET) TOP OF FOUND CONCRETE MONUMENT AT THE S.E. 1 inch = 20 ft. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) TEN -PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LOT NUMBER TOTAL LOT AREA (SF) 10%_ OF LOT FOR BMP (SF) 1 4678 468 2 4508 451 3 4514 452 4 4516 452 5 4534 454 6 4513 452 7 4512 452 8 4509 451 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER RIM= 490 CONTROL ROD FOR CLEANOUT/ DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT W/COVER p MAX. W.S. EL= 484.4 487.56 z 0 R-311111 ,Tom 1.THE STORMWATER DETENTION POND WILL BE USED DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS ESCP FACILITY. POND TO BE PUMPED AND SEDIMENT LADEN WATER TO BE DISPOSED OF OFF SITE AT AN APPROVED TREATMENT FACILITY 1. z A91.7 " :2INLET PIPE, IE= (1 DIAM) 481.86 N CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR, C z B. LIFT GATE, NO. C/C/I-LG, CASCADE CULVERT INC., OR N C. OTHER DEVICE APPROVED BY ENGINEER. SECTION VIEW NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS CB #1 - CONTROL STRUCTURE SCALE: N.T.S. Ham: NAD ;, �i,M CITY OE RENTON DATUM Planning/Building/Public Works Dept. CONTROL MANHOLE PLAN VIEW 1 "=10' (CHECKED FOR COMPLIANCE TO CITY STANDARDS GRADING AND DRAINAGE PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC r DATE- 5/1/13 ATE:5/1/13 RELDOWK: PAGE: DRAWING NO: C7 SHEET:OF: 7 13 ILILIMEME J W f UJ t l R TO LUi*NAFR'E 3 Aire im umc rust +VTS ALL ALUkV" AMC POU HAGENSON S.E C OR EQUA( R& klm PAnts %tw Ic F-ACiOR!' P"" AhO ODAIED — _ ilti T+iA>RE YDS *kL BE v2 ROU#d) P0!E CA% oL MUN R+ t {fir , .. E1t'1E114R RA; 9#eSTx AtIFE, Fiw A JACWT D C /1 /1 U Akf AC k*M o pf[c1iFAii4f iU�i4—� .�FLl4` KOTES s:, • ROUM4 a 6' T:Et,kaR AfcY DfEtR�S 3—*RiEs :r -D tilAtiA �" ., {NAiTACE ..+.cr:♦ tx� �4yc5 'fR PLANS4.9DOFc if '- ,• N? -2 77v UW*I z kl DRIWR, WN R AwAm SCCTICI` t .tel GROLWO '_UG ��, Wps 1� co FFA' GLASS a"s) 9" LLCWHICHMIGHT EXACTLY LOCATE AND PRESERVE I ,7Z Ai'PRc74D EOtALj 7�1FfR S+AiL 8A -L,I'LA.__l. '" ItiC7u4A} tAPE1fF0 Pfltf SEc%lN Ila {iTiAtN _ A.4#•, r, TCS OF CE A T or � + (,y MeI�K AfT11 X IAA SEI sic PLAA JWd, N° hOWtAt i;,x+rrArtE 4✓�sGk1 6484 48� AVE SW Seattle WA 98 6 n 20 9_1 _ prore e �u6 -6168 fax 206,938 -?".z-- CALL 48 HOURS 4� O wcat�•/ (ItAMAFC J"HT, $F(2DtJD# �.qer�SOn@coMCAST.NET 2r �ONA� l T u 1-800-424-5555 EXPIRES 11/15/16 N O. » i2RAA*}RAkit5 53' ✓ rteaE.r.ty Rt�fASEw�"- '_f?MWC.�35 N/A ON mlrclr*f �R TAlfc arrrawc� �� "�" ua-xm .A _ �R6tw 4"*440-* 1" F ^ZSS f'-- t ${a i3f" ?;,X; f r STA" 01"Vh t$E 3kt €tk,ACA 3t u.g 9r£x:ov cr N/A PA1�FT =�k i44As Tt+E C1�iRiE t OR w x. V LE *1t COHTidt .: D DENY i r i . fiACkF#t.t s — C A A4 s 9 t a tt. 4�brD 6 f 27 251, a {t4l F%- ��yyJ1R f esx`` i gid4, lk. �.._... RMN IV 01Y OF R krw 5R) ;ltmi k21 + as *0'C A;tlyC ROADWAYLIAOk ' ' * St AtdE i£ T ATF , 2 kc; 5 c +t WFli Cafi* M4 +`*k 11 Sift fiT t;iiwA f S . 4, Dtik Rou{ lig t.' FtOLEkf"Ts.ts i,R" Fw�R€ Tt TF O A : TftT3 uok i. Sr r T,A'ws� SO)V- tom..€ A'-Xf :irr, :RI;f Si.. 2 F.. A'`t. W. tD 1snncDFt�u> F� k?FTki 7V►? � ' z �4� .3: '415141 i R14 �'e�M fIT TAY vu, UfrAl, TOJIR�- 41 lip Of ' T T'� A k0w fWWA di71}''4.iAE S[.{ 1'i vs 5F+(:LBORNIN t Leg AM!'OR Vii. saR9N { CF'T"O�,F t itRi YA91(ws tb GR.�d R A-4iS�r t:$0, ex,, q, PME »�YAi"Ilq► FWNDATMW DETAILS CCOATIVE *OADWAY PRO lit cltAdti�AA4 Ai%6Ft €E`+�+;Pn gg ;T TAtx ;At PU%OMJWk ARL __'E WC rH',��. g' r, .;'Oki Aw- 4, sX; }i3T1 k AM� � 4' UEt sib N _At K ,_i_ _I) t ul i`_ F,t a P i3 wmoo CAP ALwaouas t u f c� TIS=A�.�tE�l _41W v_ _ a >e� My LFirw) MAL f t i t 3 r u�l LUMIlf"IRE MM DETAILS LU M11WRE Mm MOUWrWa lit 131,1C WORKS LUARINAIRE ARM AMD Moup#TING "I'D. 1 -'[,ANI 17 mi BRACKET DETAILS A E REFER 10 WSDOT LOtCK*iG LO STANDARD STAkDAM PAN 1-i{k.t4-Qi SPLICE KITS CLEAR EPDXY ON ALL TNft 4` COW)RE:TIE PALS iN t.� #4 OAK Cwftlk GROUND VARE WWW/MM 1MSA.ADORT r � FROM SERV. GAL T — 1 2 L*4 Tu4C 5Y5TE td — MWS V CONTACTOR (% ED AS RE(r&) COPPER Ci.AD GROUNO ROD FUSE KITS CLACK DtSCOWKCT TO LUi*NAFR'E 3 Aire im umc rust +VTS HEH HAGENSON S.E C OR EQUA( HEH /13/1 — _ ilti T+iA>RE YDS *kL BE v2 /30/1,3 " O /1 ,3 IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AtIFE, Fiw A JACWT D C /1 /1 CHECKED: HEH EEN v4uwu vwE E . H APPROVED: HEH TCT FIXTURE � xiM: GROLWO '_UG ��, Wps 1� co LLCWHICHMIGHT EXACTLY LOCATE AND PRESERVE I ,7Z 5 {iTiAtN ?" i1lFt. ORM T tTNpER POLE SASE TCS OF CE A T or � o I1i1 8E L€vEt VAI'H top SQE 6484 48� AVE SW Seattle WA 98 6 n 20 9_1 _ prore e �u6 -6168 fax 206,938 -?".z-- CALL 48 HOURS Gni L°t19. �.qer�SOn@coMCAST.NET f 2' ow CONDUT SYS:tEm ATE *=OUVA TT6N SO OR DIA, N 1. EQUIPMENT GROUND ORE & BARE 'MRF SHALL B SECURELY -AST` NE'D TO T14E GROUND LUG INSKX JHE PCI_.E i-fiANDHOLE, ALL BONDING do GROU Omr, CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTFON ANIS M AIN TIE" lel ANCF, 2, Ir THE FIXTURE MANVACTURER HAS MADE PROVISION F OR T#4E ATTACHMENT OF A GROUND VARE A GREEN INSULATED WIRE Of THE SAME 'SIZE SHALL 13E RUN EF:`OM TWE" FIXTURE TO Twc- C0ru i 1 I # UG ljmNuE THE POLE WA 1I i#Cll E. Fl THF ,,4{ FIXTURE Mf IY �#y i 'URER HAS A GROUND 1:..UG A #8 GR ,N r a;,.. INSULATED VORE SHALL BE RUN [� E y T [1fy tJi� Rt�itil FRt3lt� TI -IE' IY! 3{ F lii'F L GROUND LUG TO THE POLE GR�C� `` t.`} � �� .",'�'._.€ -"� ! �'� 'A ,,.... EU ti f . �. (l;r + PUBLIC WORKS TVP" L10141rine pulni It, W 0 R KS CONCRETE PAD DETAILS AQ t _� i III -F KEVI`�F_D PER CITY COMMENT — LED REVISED ILLUMINATION DESICN RE—ISSUED INITIAL PERMIT SUBMITTAL_ REVISION HEH NOTE SURVEYED: OH HEH HAGENSON THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HEH /13/1 HEI--{ /30/1,3 " O /1 ,3 IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL HEH /1 /1 CHECKED: HEH DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES E . H APPROVED: HEH )NSULTANTS, BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES BE OCCASIONED BY HIS FAILURE TO ��, Wps 1� co LLCWHICHMIGHT EXACTLY LOCATE AND PRESERVE I ,7Z 5 ANY AND ALL UNDERGROUND UTILITIES.` VI '' ENGINErR NC & -AND DEVELOPMENT COS '� o I1i1 4 L 6484 48� AVE SW Seattle WA 98 6 n 20 9_1 _ prore e �u6 -6168 fax 206,938 -?".z-- CALL 48 HOURS 21823 °� �F��ST�R�° ,�`� SS C, '�n �.qer�SOn@coMCAST.NET BEFORE YOU DIG �ONA� 1-800-424-5555 EXPIRES 11/15/16 N O. AQ t _� i III -F KEVI`�F_D PER CITY COMMENT — LED REVISED ILLUMINATION DESICN RE—ISSUED INITIAL PERMIT SUBMITTAL_ REVISION HEH /4/1 5 SURVEYED: OH HEH /14/1 DESIGNED: H E H HEH /13/1 HEI--{ /30/1,3 " O /1 ,3 DRAWN: HEH HEH /1 /1 CHECKED: HEH BY DATE APP APPROVED: HEH SCALE: VERTICAL: NAVD 1988 —20' � 0 � HORIZONTAL: NAD 1983/1991 CITY RENTON ODAM ONE INCH ll TA AI -FULL SCALE ( Planning/Building/PublicIF NOT ONE INCH Works Dept. � SCALE ACCORDINGLY i CHECK FOR COMPLIANCE TO CITY STANDARDS ILLUMINATION DETAILS LAKESIDE FAIRWOOD PLAT 18621 — 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC DATE: 6/4/15 FIELDBOOK: PAGE: DRAWING N0: C11 -A SHEET: OF: 11 13 D i -%�� RGE, 5E,� TV�P, 21j vvm PROPO`, NEW J RELOCATED BE/ LAYOUT PLAN CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALE BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATIONS, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 2. ALL WORK ON THE SCHOOL BEACON SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT THE CITY INSPECTOR A MINIMUM OF 24 -HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR TO PROVIDE AND INSTALL NEW ILLUMINATION CIRCUITS FROM SCHOOL BEACON PSE METER THROUGH BEACON CONTROLLER CABINET AND CONTINUING ON TO STREET LIGHTS. PROVIDE 2 POLE 20 AMP BREAKER ON NEW STREET LIGHT CIRCUIT IN EXISTING CONTROLLER CABINET. SEE ILLUMINATION PLANS. 6. CONTRACTOR TO COORDINATE WITH SITEWORK CONTRACTOR. SAWCUT FOR PAVEMENT WIDENING SHOULD BE MADE WEST OF LOOP DETECTOR STUB OUT. IF EXISTING LOOPS ARE DAMAGED THEN CONTRACTOR SHALL REPLACE PER "BENSON HILL ELEMENTARY SCHOOL" BY AMERICAN TRAFFIC SOLUTIONS PLANS DATED 7-10-2013. 7. CONTRACTOR TO PROVIDE CONTINOUS RUNS BETWEEN JUNCTION BOXES. NO SPLICES WILL BE PERMITTED. USE EXISTING PIGTAIL IN EXISTING BEACON JUNCTION BOX TO INSTALL NEW TYPE 2 J -BOX PER PLAN. IF PIGTAIL IS OF INADEQUATE LENGTH, PULL REPLACEMENT CONDUCTORS AS NECESSARY. IF LOOP DETECTOR PIGTAIL IS OF INADEQUATE LENGTH, THEN REPLACE LOOPS PER NOTE 6 ABOVE. 8. CONTRACTOR TO COORDINATE WORK WITH CITY OF RENTON. BENSON HILL ELEMENATARY SCHOOL SUMMER SESSION RUNS THROUGH AUGUST 8TH. CITY WILL PROVIDE TEMPORARY SIGNING AS NECESSARY. VERTICAL: :D 1988 LO' HORIZONTAL: NAD 1983/1991 C TY 0F � RENTON INCH DATUM SCALE Planning/Building/Public Works Dept. SNE INCH CORDINGLY S T. ACOA EX STAG JBOX -X ST. CONIC PAD T-311104 R-31 11 19 CHECK FOR COMPLIANCE TO CITY STANDARDS SCHOOL BEACON RELOCATION PLAN LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC DATE: 6/5/15 FIELDBOOK: PAG E: DRAWING NO: C I I B SHEET: 1 OF: 1 A - N N N N A A D n ;:' cn J J w w Q z Q W Q z W J z 0 u w J W 5E,� VV�V N, "EC, -32 2 NE 1 /4 OF 0 FF TW EXIST. SCHOOL BEACON CAMERA ASSY & LOSH ED CONTROLLER CABINET. d , i ADD PHOTO ELECTRIC o �� CELL AND STREET - - - - -^ - - - X5,08 0.5 J _4 + 5,L a r-- + - � LIGHT CIRCUIT. -� 6 5.6 5 9 9, 8 5 I I a � SEE ILLUMINATION 66.04 - ----- ------------------- ----------------- SIDEWALK ! PLANS i TI f EASM'T �� oz 3 EXIST. 2 CONDUIT W/1 -3/C#8 --- LP#8 2-2/C#14, 1-2/C#12. ----------___---------------- ��A LOT 6 TRACT 1 I II W r I � � 491':� cF 2 m m -EXIST 2" CONDUIT W/1 -3/C#8 2-2/C#14, 1-2/C#12. EXIST. 2" CONDUIT W/2 -3/C #8. PSE TRANSFORMER AND METER PEDESTAL LOCATED APPROX 250' SOUTH OF CAMERA ASSY ( IN FEET ) 1 inch 20 ft. VECCAL DATUM N A'D'D 88 BENCHMARK TOE OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 EFF V, = 514.98 FT (WCCS PONT ID NO. 3831) NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMGHT BEEXAC CONSULTANTS / LLC AND PRESERVEAONYAANDNALLCCSIOEDBUNDIERGROUND UY HS FAILURE TOTILITIESTLY LOCATE CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG email H.Hagenson@COMCAST.NET 1-800-424-5555 ILLUMINATION POLE SCHEDULE POLEN0. STREET POL STATION FOFFSET MOUNT VOLTAGE WATTAGE LUMINAIRE TYPE ASE COMMENTS 1 -3/C#8 -ILLUMINATION 30 ID NO. 1 -3/C#8 -BEACON i HEIGHT 2 -2/C#14 -BEACON TYPE DISTRIBUTION 1 -2/C#12 -BEACON APPROVED: HEH LP#1 186TH PL 0 2+99 14.5' RT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 1 -3/C#8 -ILLUMINATION CY17TA- VS3AR 3L- 44W- 4K LP#2 186TH PL 2+13 14.5' LT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY1.7TA-VS3AR-3L-44W-4K _ LP#3 186TH PL 1+56 14.5' RT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY17TA-VS3AR-3L-44W-4K LP#4 186TH PL 1+03 14.5' LT 1 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY17TA-VS3AR-3L-44W-4K LP#5 186TH PL 0+46 14.5'5' RT '1 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 Y17TA-VS3AR-31_-44 -4K LP#6 186TH PL 0+48 14.5' LT 14' 240 44 LED PRESTIGE FIXED SEE STD PLAN 116.1 CY17TA- VS3AR- 3L- 44W- 4K LP#7 116TH AVE 26.5' RT 35' 240 100 LED CYCLONE PENDANT DOMIA SERIES FIXED SEE STD PLAN 117.1 11+93 CY55PI-GAL 3 -100W -4K -VOLT NOTE MODIFICATIONS AS -BUILT -CP3624-RAL9005TX BLACK, I 120-277 UNIVERSAL DRIVER � W FLAT GLASS LENS OR EQUAL LP#8 116TH AVE _ 10+07 26.5' RT 35' 240 100 LED CYCLONE PENDANT DOMIA SERIES FIXED SEE STD PLAN 117.1 CY55PI-GAL-3-100W 4K -VOLT NOTE MODIFICATION -CP3624-RAL9005TX BLACK, 120-277 UNIVERSAL DRIVER CONSTRUCTION NOTES aF WA S/-/ -,30 21S ON823 STER�� 1 EXPIRES 11/15/161 NOTE: POLE ID NUMBER TO BE ADDED AT TIME OF CONSTRUCTION CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATIONS, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT THE CITY INSPECTOR A MINIMUM OF 24 -HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 6. CONTRACTOR TO PROVIDE AND INSTALL NEW ILLUMINATION CIRCUITS FROM SCHOOL BEACON PSE METER THROUGH BEACON CONTROLLER CABINET AND CONTINUING ON TO STREET LIGHTS. PROVIDE PHOTOCELL CONTROLLER ON NEW STREET LIGHT CIRCUIT IN EXISTING CONTROLLER CABINET. CONDU T AND WIRING SCHEDULE RUN N0, CONDUIT WIRING Al 2" PVC SCH. 40 3-#8 T.H.W COPPER 4 REVISED PER CITY COMMENT - LED 2" PVC SCH. 40 2 -3/C#8 -BEACON 2 REVISED ILLUMINATION DESIGN HEH /13/1 1 -3/C#8 -ILLUMINATION 30 2" PVC SCH. 40 1 -3/C#8 -BEACON i HEH -/1/1,3 2 -2/C#14 -BEACON I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION 1 -2/C#12 -BEACON APPROVED: HEH 1 -3/C#8 -ILLUMINATION 0 2" PVC SCH. 40 1 -3/C#8 -BEACON 2 -2/C#14 -BEACON 1 -2/C#12 -BEACON 1 -3/C#8 -ILLUMINATION NOTE- POLE ID NU ILLUMINATION NOTES 1. SE 186th PI LUMINAIRES SHALL BE NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRES PER STD. PLAN 116.1 2. 116TH AVE SE LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRES PER STD. PLAN 117.1 MODIFIED (SEE DETAIL SHEET) 3. ILLUMINATION UNDERGROUND SERVICE SHALL BE PER STANDARD PLAN NO. 119. CONDUIT SHALL BE 2"0 SHEDULE 40 PVC. CONDUCTOR SHALL BE #8 T.N.W. COPPER. 4. CONTRACTOR TO COORDINATE POWER SUPPLY AND CONNECTION WITH PUGEST SOUND ENERGY. PROVIDE POWER METER AND CABINE-1- /'-\S') REQUIRED BY PSFPROVIDE CONTACTORS AND WIRING PER STD. PLAN T- 311105 R- 311120 CHECK FOR COMPLIANCE TO CITY STANDARDS 5 AS - B U I LT HEI 5/4/15 SURVEYED: OH SCALE: n ' 1 =20 VERTICAL: NAVD 1988 HORIZONTAL; NAD 1983/1991 D ATOM 1 DTY 0 RENTON t Planning/Building/Public Works Dept. ILLUMINATION PLAN LAKESIDE FAIRWOOD PLAT _ 18621 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 4 REVISED PER CITY COMMENT - LED HEH /17/1 DESIGNED: - HEH 2 REVISED ILLUMINATION DESIGN HEH /13/1 `- - I 1 RE -ISSUED HEH 3 0 13 / / DRAWN: HEH ONE INCH 1 INITIAL PERMIT SUBMITTAL HEH -/1/1,3 CHECKED: HEH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE A P P R APPROVED: HEH DATE: 6/4/15 FIELDBOOK: PAGE: DRAWING NO: CII SHEET: OF. 1 1 1 II-_ I PROPOSED ECOLOGY W GRAVITY BLOCK WALL INSTALL TREE/SHRUB SEE DETAIL LANDSCAPING & FENCE TW -484.0 AROUND POND PERIMETER PER W BW=480.5 APPROVED LANDSCPE PLAN II-_ 4 CHKR+e9. I I 489 25_9 ________ KO488.3-------------------- ,� --IG 491.80 1 WEG ----------------- '-=--.ter---------°�_----------_------_ --- 1 EG E�491.140 rt I 1 7- - 1 _ \ 490.1521BZ I -4Q O \ � R84,803 �T�� -^�\ �.�. r"�I I �( • 488.94 T- _� --- -mum G D _ �4.67g- Q �. ----------------------------------- W1479%� )'1��-�.� .._...:,.� V / � � � -:-� 480.212 - I GRAVEL ACCESS • --EFW --- \ I EXISTING ROCKERY I N485.11 0.28�'`�, 479.544 to.3 - _ -..� 88.7 1 / G X80.179 • \ R� RESTORE AS NECESSARY I TBW1 'Tp8- 470 ,139D �- �" _ �\ \ I I I 4 6.291 _ ��' GND • 80.7 4' 1 GN 1 / • \ \ -4 8 \\ \ I -J I • 4 5 GND_\ 479.613 I GND 89. 5 484.161 482 39 \ I ` t 485.135 \ GN I-- ND 482.80 1 I I ( I \ ( T I ( EXISTING SPRING 1 \ � E Q \ ` 76.t4 SEEP AREA I I T1 iEl I' I 490,324 t 491.5 o 2I� I II � � I !-QUARRY SPALL BLANKET FACING + 475.695 � E � I I • J.674 TO 2.10 1 GNTo , SEE DETAIL SECTION). EXTEND / • 4 .428 • I � ( 485.898 49.722 ( I ' FROM POND BOTTOM ELEV 476.5 T( n 79.6 GND N (ND L 1�RY WHERE IT CURRENI,ROCKE TLY 76.121 I! ( �ff EXISTS AND TO ELEV 488 \ 4 I I f ELSEWHERE. PROVIDE TREE AND I • 4 0.105 8 '� _ �' 6.3 7 I I I / -479, -_.� ` ( , SHRUB LANDSCAPING PER GND � I � '�. 1 ( • ' I \ I + ' LANDSCAPE PLAN. 1 • • 487.753 48 28 \ - -� \ - / 488.310 8 .757 EG 2 GN TRACT >� ! BOUNDARY to 1 I \ \ _,� ��- �' / pi�II (TYPICAL) I I I ( \CP "� �g VL LANDSCAPE -- -'j -� / / 490.30 EASEMENT 9 I 1 4 .520 ( 92.744 RK I I G77 `--- x9.1142 ��' I / 492.414 ------------------- 489.8 "� �- _ rSKP._ I 490.006 ------ --9\-490.3-38 338 ---------------------- - EG \ ,,., EG 490. -49 � -`��-='' RKTB2491.110 •490.641 -491.750 - r- 4 0 94.3912 -- -- -- • 90A - --Ems---- -- -rG-- - - --+ -- Q d I R�kFPY 2-00 GRAPHIC SCALE 10 0 5 10 20 d. 4 (IN FEET ) 1 inch = 10 ft. NOTE APPROXIMATE UNDERGROUNDCATION OF ALL EXISTING SHOWNIRMTAE�SGR�HAGENSON DETERMIEhEEACLOCA710N�AEXTINUES AFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY CONS ULTANTS, LLC �p PR' S RVE ANY RESPONSIBLE OCCASIONED HIS UNDERGROUNDUTILITIES.U71LI11EFOR ANY AND ALL SE�Y LOCATE CIVIL ENgNEQtING do LAND DEVELOPMENT CONSULTANTS 6484-48nH AVE sw Seattle wa saes CALL 48 HOURS phone los 93e-6168 fox 206.938-7645 BEFORE YOU DIG emaA H.Hagenson0(bMCAST.NET 1-800-424-5555 40 _Ucioca w S10NAL �� ,� EXPIRES 11/15/16 w me W NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. SE., W.M. POND QUARRY SPALL BLANKET FACING DETAIL TYPICAL SECTION � 1 � l Li a_ 6 = w CD Q w .Df CD_ w w z u w 00 Q CC) m X a- < W � O I d- o KEYWAY ORIGINAL GROUND VARIES 12" MIN. THICKNESS 2"-4" QUARRY SPALLS GRAVEL BACKFILL FOR DRAINSle PERFORATED PIPE 4" MIN. FILTER FABRIC NOTES: 1. SEE SECTION 4.30. 2. SEE WSDOT/APWA 9-03.12(4) 3. FENCE OR HANDRAIL MAY BE REQUIRED WHEN ROCKERY HEIGHT EXCEEDS 30 INCHES AND IS LOCATED IN A PUBLIC AREA. 4. THE WALL FOUNDATION IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. THE EMBANKMENT MATERIAL IS TO BE GRAVEL BORROW MEETING THE REQUIREMENTS OF 9-13.14 OF THE WSDOT STANDARDS. THE BACKFILL IS TO BE PLACED IN THIN LIFTS, NOT EXCEEDING SIX INCHES IN THICKNESS AND COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. 5. (NOT USED) 6. ZONE OF INFLUENCE, FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. ALL DRIVEWAYS, PARKING AREAS, AND ROADS SHALL LIE BELOW THE ZONE OF INFLUENCE. 7. EMBANKMENTS BEHIND FILL SECTION ROCKERIES EXCEEDING 4 FEET IN HEIGHT SHALL BE GEOSYTHENTIC FABRIC OR GEOGRID. 8. ROCK WALLS SHALL BE PLACED NO CLOSER THAN 5 FEET FROM THE EDGE OF ANY PEDESTRIAN WALKWAY, PUBLIC EASEMENT OR RIGHT OF WAY UNLESS APPROPRIATE SAFETY RAILING OR FENCING IS PROVIDED. 9. MAXIMUM HEIGHT, AS MEASURED FROM THE KEYWAY, IS EIGHT (8) FEET. ALL WALLS FOUR FEET OR HIGHER SHALL REQUIRE A BUILDING PERMIT. ALL WALLS TO BE CONSTRUCTED IN A FILL SECTION OR THOSE WALLS SUPPORTING A SURCHARGE (DRIVEWAY, ROAD, BUILDING OR PARKING AREA) SHALL REQUIRE DESIGN BY A LICENSED ENGINEER. 10. THE TOP OF ALL ROCK WALLS SHALL BE CONFIGURED TO PREVENT SURFACE DRAINAGE OVER THE TOP OF THE WALL. SECTIONS 7 POND RETROFIT AS -BUILT HEH 2/25/15 6 POND RETROFIT W/BACKFILL PER GEOTECH HEH 1/29/15 5 MOVED POND FENCE & ADDED CLAY DAM HEH 3/31/14 SURVEYED: OH 4 REVISED PER CITY COMMENTS HEH 3/7/14 DESIGNED: 3 ADDED POND SIGN HEH 11 /31 /14 HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH /30/13 DI�`�"' HEH 1 INITIAL PERMIT SUBMITTAL HEH /1/13 CHECKED: NO. REVISION BY DATE AP P R HEH APPROVED: HEH lw\OCK WALL, • ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM AL CITY OE IIAL RENTON Planning/Building/Public Works Dept. NOTES 1. REGRADE NW POND TO A MAXIMUM SLOPE OF 2:1 AS SHOWN BY PLAN VIEW CONTOURS HEREON. 2.REMOVE EXISTING SOILS DOWN TO NATIVE TILL AND OVEREXCAVATE AS NECESSARY TO ACCOMODATE NEW ROCK THICKNESS SO AS TO NOT DECEREASE POND CAPACITY. 3. INSTALL 2 LAYERS OF MIRAFI 140 N GEOTEXTILE FABRIC TO PREPARED SUB -GRADE SOIL. LAY QUARRY SPALLS OVER FABRIC IN A 2' MINIMUM THICKNESS AT THE BOTTOM OF THE SLOPE AND GRADUALLY DECREASE TO A 1' THICKNESS AT THE TOP OF SLOPE. 4. QUARRY SPALLS SHALL EXTEND OVER PERIMETER POND SLOPES AS SHOWN IN PLAN VIEW. QUARRY SPALLS SHALL NOT EXTEND INTO AREAS RESERVED FOR TREE AND SHRUB PLANTING (SEE APPROVED LANDSCAPE PLAN SHEET C-9). 5. QUARRY SPALLS SHALL BE 2" TO 8" MINUS ROCK PER GEOTECHNICAL ENGINEER'S SPECIFICATION. 6. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH PREVIOUSLY APPROVED PROJECT ENGINEERING PLANS AND CITY OF RENTON STANDARDS. D-31111 5 CONCRETE ECOLOGY BLOCKS. INTERLOCKING 12" THICKNESS ELEV 490E KEYWAY DESIGN. MINIMUM QUARRY SPALLS 2.5 WIDE X 2.5 HIGH X 5' LONG ULTRABLOCK OR EQUIVALENT 2 1 i ELEV 484.0 jEXCAVATION LIMIT 2 LAYERS MIRAFI 8 ,�o 140-N GEOFABRIC PLACED BENEATH QUARRY SPALLS. ELEV 480.5 a : ° BACKFILL WITH 2" TO 8" . MINUS QUARRY SPALLS v A a 4. y a DRAIN PIPE 6" THICK CRUSHED ROCK BASE TYPICAL ECOLOGY BLOCK GRAVITY WAL CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: POND RETROFIT GRADING PLAN 5/1/13 LAKESIDE FAIRWOOD PLAT FlELDBOOK: PAGE: 18621 - 116TH AVE SE DRAWING N0: RENTON, WASHINGTON C7 LAKESIDE INVESTMENTS, LLC SHEET: OF: 7A 13 -NNNNAA I A z m T_ o z z m m D uq P � C CD r