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z z z z z z z <( <( <( PROilECT DESCRIPTION: ADDRESS OF THE PROPERTY: .... 16433 & 16451 111TH AVENUE SE, RENTON, WA PARCEL NUMBER ......................... 008800-0560 & -0570 EXIS77NG ZONING: ....................... R-8 COMP PLAN LANO USE: .............. RESIDEN77AL MEDIUM DENSITY PROPOSED DWELLING UNITS: ...... 9 GROSS ACREAGE: ........................ 1.83 ACRES (79,710 S.F.) R.O.W. DEDICA770N: ..................... 0.33 ACRES (14,422 S.F.) PROJECT CONTACTS: APPLICANT... ...................................... MARK SEEK .......................................................... 15233 MANION WAY NE .......................................................... DUVALL, WASHINGTON 98019 .......................................................... (425) 919-4062 PROPERTY OWNER ............................. MARY NGUYEN .......................................................... 9102 SE 41ST STREET .......................................................... MERCER ISLAND, WASHINGTON 98040 WETLAND BIOLOGIST. ......................... MARK RIGOS, P.E. .......................................................... 440 SE DARST STREET .......................................................... ISSAQUAH, WASHINGTON 98027 .......................................................... (425) 652-6013 .......................................................... MARKRIGOS@HOTMAIL.COM GEO TECHNICAL ENGINEER .................. ASSOC/A TED £ARIN SCIENCES. INC. .......................................................... 911 5TH AVENUE, SUITE 100 E, W.M. TRAFFIC ENGINEER ............................. TRAFFEX .......................................................... 11410 NE 124TH STREET, SUITE 590 .......................................................... KIRKLAND, WASHINGTON 98034 .......................................................... (425) 522-4118 .......................................................... CONTAC7:· LARRY HOBBS, P.£. .......................................................... LARRYI/J'NWTRAFFEXCOM SHEET INDEX: Cl OF 7 COVER & PLAT PLAN C2 OF 7 EXISTING CONDITIONS AND TOPOGRAPHY CJ OF 7 TREE RE TEN T!ON/LAND CLEARING PLAN C4 OF 7 CONCEPTUAL ROAD & GRADING PLAN cs OF 7 DRAINAGE CONTROL PLAN C6 OF 7 GENERALIZED U77LIT!ES PLAN C7 OF 7 ROAD PROFILE AND DETAILS LI OF 2 LANDSCAPE AND TREE REPLACEMENT SET L2 OF 2 LANDSCAPE AND TREE REPLACEMENT SET NI OF NEIGHBORHOOD DETAIL MAP GENERAL NOTES: 5 PUGET DR SE 21ST ST SE 160TH ST S[ 162ND ST PROJECT SITE SE 164TH ST !,j ~ !,j &".,_ "i ~ "i ":q,. ' ' ' ~ § ~ "' 2 8 ~ '----I NET ACREAGE: ............................ 1.50 ACRES (65,288 S.F.) .......................................................... KIRKLAND, WASHINGTON 98033 I. ALL EXISTING STRUCTURES TO BE REMOVED. ~ ~ S[ 168TH ST [.( w z [.( 0 0 >-z <( I 1-w CD PERMITTED NET DENSITY: ........... 8.00 OU/ACRE PROPOSED NET DENSITY. ............ 6.00 DU/ACRE CRmCAL AREA BUFFER AREA: ... 0. 01 ACRES ( 409 S.F.) WORK WITHIN EXISTING R.O. W.: ... 0.12 ACRES (5,309 S.F.} ......................................................... .RODNEY AND STEPHANIE SEEK .......................................................... 16451 111TH AVE SE .......................................................... RENTON, WASHINGTON 98055 CIVIL ENGINEER/SURVEYOR ............... D.R. STRONG CONSUL 77NG ENGINEERS, INC. .......................................................... 620 -7th A VENUE .......................................................... KIRKLAND, WASHINGTON 98033 PROPOSED USE ........................... SINGLE FAMILY DETACHED HOUSING .......................... "!' ........................... (425) 827-3063 ............................ 1 ............................. CONTACT.· JONATHAN S. MURRAY, PE SEWER AND WATER DISTRICT: .... 5005 CREEK WATER & SEWER DISTRICT .......................... "!' ............................ JONATHAN.MURRAY@IJRSTRONG.COM •...•..••...........•....... 1 ............................. CONTACT.· STEPHEN SCHREI, P.L.S. SCHOOL DISTRICT: ...................... RENTON #403 ......................................................... STEVE.SCHRE!@IJRSTRONG. COM FOUND 4"X4" CONCRETE FIRE DISTRICT.· ............................ CITY OF RENTON / MONUMENT WITH LEAD AND TACK, DOWN 0.7' IN POWER SOURCE: ......................... PUGET SOUND ENERGY MONUMENT CASE. TELEP/-IONE SERVICE: .................. CENTURY LINK ~ ---+ I 20' REAR YARD SETBACK (TYP) \ --, ,~___..-15' I I \ BUFFER I I SETBACK I I (TYP) I / 5' SIDE / SETBACK I (TYP) (10' FRONT YARD LSETBACK (TYP) ,--- 1 I I I 1--- 1 I I I L __ _ TYPICAL BSBL • -'/ 5' SENSTtivt AREA. BUFFER SETBACK • 15' SIDE YARD SETBACK ADJACENT TO ROADWAY LOT AREA TABLE LOT NO. AREA I 7,119 2 5,948 3 5,948 4 5,948 5 6,734 6 6,705 7 6,147 8 6,148 9 6,148 --·--- FOUND CONCRETE / MONUMENT WITH 1/4" BRASS NAIL, DOWN 0.2· IN 2" PIPE. '"' 380.5-~o~·<~c~J __ wl V) • w '" I') co t" 0 z I i .L i'i 1;; ;;_;!'IL \ •" <r CJf f'idO <:fS[/Ci Nae·o5·1rw ----63Q.76'(M) SE 166TH ST 630.81'(C) 63D.57'(P) N89.16'41"E 1747.64'(M) 630.00'(P) .......................................................... (425) 827-7701 .......................................................... CONTACT: MA TINEW A. MILLER, P.E. .......................................................... MMILLER@AESGEO. COM LANDSCAPE ARCHITECT... ................. VARLEY VARLEY VARLEY .......................................................... 12743 NE 170TH LANE .......................................................... WOODINVILLE, WASHINGTON 98072 .......................................................... (425) 466-9430 FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK \ STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. 2. GARAGES TO PROVIDE AT LEAST TWO OFF-STREET PARKING SPACES PER UNIT LIST OF TRACTS: TRACT "A" TRACT "B" STORM DRAINAGE SENSITIVE AREA VERTICAL DA TUM: NA l1J 88 PER CITY OF RENTON VERTICAL CONTROL. ' 5 .361H PL. w > ' !,j ~ ~ ~ ' " ~ s£ r12No sr -~ ,,i' \ 'h's. 5£ 17JRO ST ,o ~ ~ 5[' 17"1-TJi s :.? '& . ...J "' ~ ~ "-' ,, o, ' ., ~ i-" ' ~ ~ ~ .......................................................... CON/ACT: JEFF VARLEY .......................................................... VARLELJEFF@I-IOTMAIL.COM COR PT NO. 1640 ~1 29128 BASIS OF BEARINGS: N0/ "47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE. OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. ~ ~ 1-g SE PETR0\1/SKY RO JO' / FOUflD 4"X4" CONCRETE MONUMENT WITH LEAD [;; AND TACK, DOWN 0.5' ~'E IN MONUMENT CASE. ; \ ! jJo· i n. ( ' I I >J'J'GGU <• 1-1 ! -:·,:W.-1 _:·1+ .;-G ' ~ NORTH 0 I GRAPHIC SCALE 20 40 bu:a:m::aJ™ 1 INCH = 40 FT. 80 MONUMENT WITH LEA~ WITH 1 /8" BRASS PIN, DOWN I I AND TACK. DOWN 0.5 IN 1.2' IN MONUMENT CASE. ~' Cl'. 0 [ti 0 "' <D N w ~, ;;- 0 z j/ FOUND 4"X4" CONCRETE FOUND CONCRETE MONUMENT \ I ~ MONUMENT CASE. COR PT NO. 1863 ----rll'-·---7-36.33'(~ •• 910~ ----------£9-"!) 28 VICINITY MAP LEGAL DESCRIPTION: LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15. RECORDS OF KING COUNTY, WASHINGTON; S/TUA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. LOT 12, BLOCK 7, AKER·s FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. SURVEYOR'S NOTES 1"=1,500' I. ALL TITLE INFORMA 770N SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DA TED DECEMBER 6, 2016. IN PREPARING INIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFEC77NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WI-IOLL Y ON CHICAGO TITLE INSURANCE COMPANY REPRESENTA T/ONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. 3. PROPERTY AREA: LOT 11, 40,529± SQUARE FEET (0.9304± ACRES). LOT 12, 39, 187± SQUARE ffET (0.8995± ACRES). TOTAL PROPERTY AREA = 79,710± SQUARE FEET (1.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POSITIONING SYS/EM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA TION AS SHOWN CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-/30-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIF/CATIONS. 6. U77LIT/ES OTHER THAN Tl-IDS£ SHOWN Mi,\ Y EXIST ON 71115 SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONLY. UNDERGROUND CONNEC770NS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS 'BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. S[RONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE .RESTRICTIONS: I. THIS SITE IS SUBJECT TO THE RIGHT TOIENTER THE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO THE COVENAN(S, CONDITIONS, RESTRICTIONS, RECITALS, RESERVA T/ONS, EASEMENTS, EASEMENT PROVISIONS, DEOICA TIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW. AS SET FORTH ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3607317. J. THIS SITE IS SUBJECT TO AN EASEMENT ANO THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS 71/EREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES: I. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON . 2. RECORD OF SURVEY RE:CORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: I. CITY OF RENTON CONTROL POINT NO. 11'63, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE.INTERSEC770N OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 7640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVA T!ON = 466.086 FEET. NOT£ FOR. CERTIFICATION OF SURVEY INFORMATION. THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. CITY OF RENTON RECEIVED DEC 2 2 2016 DEVELOPMENT SERVICES <( ::J ....J [.( w z [.( ·-----------,-,--,,,-,------.-__::==;:===============~------~A~-N~N~N~N~N~~~"~~8 SURVEYED: SCALE· D.R. STRONG SJS AS NOTED HOR:~\\'i~':O"\gk't",,,, .i& Cl TY OF BETHANY CORNER 12.20.16 >- CONSULTING ENGINEERS 1---1--------------+--+--·t--l OES,GfJEDJSM ..JI PRELIMINARY SHORT PLAT '""'a,=,,s=oo,-, ---t z<( Ct1ll 2 Working Days Belore You Dig 811 Utilities Underground Loct1tion Center (ID,MT,ND,OR,WA) ENGINEERS PLANNERS SURVEYORS 1---1------------------1---·t---t---....,,oe,.,,,,w,"", -CYW-----t------l -R EN T Q N C Q VER & p LAT p LAN ..,:,,,:::.,,;,N,,..G "'No,,----t J: ~,/,~:,'Nsc:" Planning/Building/Public Works Dept. 16433 & 16451 111 TH AVENUE SE C1 l-620-TthAVENUE KIRKLAND, WA 98033 0 425.827.3083 F 425.827.2423 CHECKED: JSM 1F NOT ONE INCH w NO. REVISION BY DATE APPR APPROYEMN SCALE ACCORDINGLY RENTON, WASHINGTON 98056 '"s"'H,.,,ET,-1--,o"',,-7--t ,.,... L---------------------------......_--------...I.----L---------------'--___,, _ ____..___.1.._...;;;.;; ___ ...1.-___ --'-_._-----l--------~-,--'-----------------=-i,e:=~~Tl""":'~~::-"'.l'=rlLU DRS PROJECT NO. 16062 "' '( ;;, ~ ci <o 5 ~ ~ ~ o, ~ D Ci •o C) <o ~ (.) I 5 -a. Q_ -..':! 0 Q -~ "' i g -"' -~ C) <o -C) -"' 5 '" -°' < u w " <{ z w ~ i;: ,,, v z z z z z z z <( ~ a: w z a: 0 0 >-z <( I 1-w co PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY: .... 76433 & 16451 111TH AVENUE SE, RENTON, WA PARCf:L NUMBER ......................... 008800-0560 & -0570 EXIS/7/vG ZONING: ....................... R-8 COMP PLAN LAND USE: .............. RESIDENTIAL MEDIUM DENSITY PROPOSED DWELLING UNITS: ...... 9 GROSS ACREAGE: ........................ 7.83 ACRES (79,710 S.F.) R.O.W. DEDICATION: ..................... 0.33 ACRES (14,422 S.F.) NET ACREAGE: ............................ 1.50 ACRES (65,288 S.F.) PERMITTED NET DENSITY: ........... 8.00 OU/ACRE PROPOSED NET DENSITY... .......... 6.00 DU/ACRE CRITICAL AREA BUFFER AREA: ... 0.01 ACRES (409 S.F.) WORK WITHIN EXISTING R.O.W.: ... 0.12 ACRES (5,309 S.F.) PROPOSED USE., ......................... SINGLE FAMILY DETACHED HOUSING SEWER AND WATER DISTRICT.· .... SOOS CREEK WATER & SEWER DISTRICT SCHOOL 0/STR/Cc· ...................... RENTON #403 FOUND 4"X4" CONCRETE PROJECT CONTACTS: APPLICANT. ........................................ MARK SEEK .......................................................... 15233 MANION WAY NE .......................................................... DUVALL, WASHINGTON 98019 .......................................................... (425) 919-4062 PROPERTY OWNER ............................. MARY NGUYEN .......................................................... 9102 SE 41ST STREET ......................................................... MERCER ISLAND, WASHINGTON 98040 ......................................................... .RODNEY AND STEPHANIE SEEK .......................................................... 16451 111TH AVE SE ........................................... , .............. RENTON, WASHINGTON 98055 CIVIL ENGINEER/SURVEYOR ............... D.R. STRONG CONSUL TING ENGINEERS, .......................................................... 620 -7th A VENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT: JONA THAN S. MURRAY, P.E. .......................................................... JONATHAN.MURRAYOORSTRONG.COM .......................................................... CONTACT.· STEPHEN SCHREI, P.L.S. .......................................................... STEVE. SCHRE/@ORSTRONG. COM FIRE DISTRICT: ............................ CITY OF RENTON / MONUMENT WITH LEAD AND TACK, DOWN 0. 7' IN POWER SOURCE: ......................... PUGET SOUND ENERGY MONUMENT CASE. INC. TELEPIIONE SERVICE.· .................. CENIVRY LINK --r ~ --+ -~--N88'06'17"W 630. 76'(M) 630.00'(Pl_ I 20' REAR YARD SETBACK (TYP) \-----i ,--- 15' I I I BUFFER I I I SETBACK I I I (TYP) I I I 5' SIDE+ f- I SETBACK I I I (TYP) I I I I I µo· FRONT YARD I I LSETBACK (TYP)_ L ___ i-- TYPICAL BSBL , 15' SENSITIVE AREA BUFFER SETBACK , 75' SIDE YARD SETBACK ADJACENT TO ROADWAY LOT AREA TABLE LOT NO. AREA 7 7,119 2 5,948 J 5,948 4 5,948 5 6,734 6 . 6,705 7 6,147 8 6,148 9 6,148 --·--- FOUND CONCRETE / MONUMENT WITH 1/4" BRASS NAIL, DOWN 0.2' IN 2" PIPE. ,,-380.5~0~'(=C)~-- w I V) i!: 0, 0 ~, J ~, :(\,if:(:n1n S!'.<+Ji ·-:·,1trri r 1:/·c. Nf:'. L> '< \\2'::.·. Gt --~- Tl?ACTB SENSITIVE AREA APPROX/MA TE ND 409 S.F. I OF DRAINAGE CHANNEL / /! 7-'JI.JfjL rc_:t;c;_p 'Ji: HI r.:'.J,.-l;"ii dC~ C!Y ':TAL;/'.f[) ,·,.,,H :><JF 2~;,_:,1'· n.i'rt _f)(;i-{ ? '"1 :rw. ;:-c: PRCF c:crn,:::p Al'.U1''' . ;;fh-:S t-Ji\ 'l(;i .. •\ '.C, f '1;, I!:, J. \ · 60,3/' L=60.06' R=50. 00' ,,'!. . 17'·,;---•r-i \ ,, •• / I \ I rn1.::· co:~;-:u:: 1··· ')< v ·· . 5o6oi ,----1 I I I I I I I 4 ib : 5,948 S.F. i I I I I I I L ____ _J SE 166TH ST 630.81'(C) 630.57'(P) N89.16'41"E 1747.64'(M) NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANYC -HER WETLAND BIOLOGIST. ......................... MARK RIGGS, P.E. .......................................................... 440 SE DARST STREET .. , ........ , ........ , .... , .. , ............. , ............... ISSAQUAH, WASHINGTON 98027 .......................................................... (425) 652-6013 .. , ....................................................... MARKRIGOS©HOTMAIL. COM GEO TECHNICAL ENGINEER .................. ASSOC/A TED EARTH SCIENCES, INC. .......................................................... 911 5TH AVENUE, SUITE 100 .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... ( 425) 827-7701 .......................................................... CONTACT.· MATTHEW A. MILLER, P.E. .......................................................... MMILLER@AESGEO.COM LANDSCAPE ARCHITECT. ................... VARLEY VARLEY VARLEY .......................................................... 12743 NE 170TH LANE .......................................................... WOODINVILLE, WASHINGTON 98072 TRAFFIC ENGINEER ............................. TRAFFEX .......................................................... 11410 NE 124TH STREET, SUITE 590 .......................................................... KIRKLAND, WASHINGTON 98034 .......................................................... (425) 522-4118 .......................................................... CONTACT: LARRY HOBBS, P.E. .......................................................... LARRY@NWTRAFFEX.COM FOUND CONCRETE MONUMENT\ WITH PUNCHED 3" BRASS DISK STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE . SHEET INDEX: C1 OF 7 CO VER Jc PLA T PLAN C2 OF 7 EXISTING CONDITIONS AND TOPOGRAPHY CJ OF 7 TREE RETENTION/LAND CLEARING PLAN C4 OF 7 CONCEPTUAL ROAD & GRADING PLAN C5 OF 7 DRAINAGE CONTROL PLAN C6 OF 7 GENERALIZED UTILITIES PLAN Cl OF 7 ROAD PROFILE AND DETAILS LI OF 2 LANDSCAPE AND TREE REPLACEMENT SET L2 OF 2 LANDSCAPE AND TREE REPLACEMENT SET NI OF NEIGHBORHOOD DETAIL MAP GENERAL NOTES: 1. ALL EXISTING STRUCTURES TO BE REMOVED. 2. GARAGES TO PROVIDE AT LEAST TWO OFF-STREET PARKING SPACES PER UNIT LIST OF TRACTS: TRACT "A" TRACT "8" STORM DRAINAGE SENSITIVE AREA m \ S' PUGET DR SE 21ST ST SE 1/JOTH ST 5£ 162ND ST PROJECT SIT£. SE 164TH ST ~ :x IX "q, ~ ~ w s ':s,. ' ' ' " " " .s-!l 2 IX ' ~ SE 168TH ST ' IX IX ' ' ' ' I' ~ "" IX IX ,:, ' o<,. ' ' "? iS ' ~ I' ~ SE r72ND ST ~ SE 172N s •" .......................................................... (425) 466-9430 .......................................................... CONTACT: JEFF VARLEY .......................................................... VARLEY_JEff@HOTMAIL.COM COR PT NO. 1640 ~1 291 28 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL. BASIS OF BEARINGS: 9J,/· 5£ 173RD ST ,0 ~ 'c, 5€ 17-111-1 S. :j ~ " 5 35TH PL IX 1-g -·~ / FOUND 4"X4" CONCRETE MONUMENT WITH LEAD "-AND TACK, DOWN 0.5' ~ IN MONUMENT CASE. -al'm---- 1 JO' i: ,1 NORTH ' 0 Ix FOUND 4"X4" CONCRETE '/ MONUMENT WITH LEAD I MONUMENT CASE. GRAPHIC SCALE 20 40 bu, MMJII .IIMl&MJU 1 INCH ~ 40 FT. 80 I FOUND CONCRETE MONUMENT\ WITH 1 /8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 ~' "' 0 ~, "' 0 "' (D N w ~, :t 5 z I j AND TACK, DOWN. 0.5' IN ----f1·'._-___ 7_36.33'(~ :: -:.:. -910~ ----;,-;:, 28 8TH CT. ~ SE PHROVITSKY RO ' N01 '47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-2J-05, COR PT NOS. 1863 ANO 1640. VICINITY MAP LEGAL DESCRIPTION: LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. LOT 12, BLOCK 7, A/(ER'S FARMS NO, 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RE:CORDS OF KING COUNTY WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WAS/1/NGTON. SURVEYOR'S NOTES 1 "=1,500' 1. ALL TITLE /NFORMA T/ON SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063729 DA TED DECEMBER 6, 2016. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED W/-/OLL Y ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT iN MARCH, 2016. 3. PROPER TY AREA: LOT 11, 40,529± SQUARE FEET (0.9304± ACRES). LOT 12. 39, 181± SQUARE FEET (0.8995± ACRES) . TOTAL PROPERTY AREA = 79,710± SQUARE fEET (1.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF TIIE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACIVRER'S SPECIF/CATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON Tl/IS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SI/OWN HEREON. UNDERGROUiiiJ .. UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UT/LITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES ND LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONSY · -,.--T,-H/-S-S/-TE-IS_S_U_B-JE_C_T_TO_T,_I/_E_R_I_GH-T-.-7C-:,d i"'N..,.T£.,.,R_TH_E_P,_R_E,_M_IS_E_S-TO_M_A_K_E_R_E,_P_A_IR-S-, _A_N_D_TH_E_R-IG_H_T-TO_C_U_T_B_R_U_S_H_A_N_D_T,_R_EE_S_W,_H_IC_H_C-ON_S_TI_IV_TE_A __ _ MENACE OR DANGER TO UTILITY LINES LOCA \fo ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-;RECOf?.OlilG OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. ·>" 2. THIS SITE IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STA TEME/11:s, ANO OTHER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW. AS SET FORTH ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. 3. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISm!CT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS SITE IS SUBJECT TO AN AGREEMENT ANO COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES: 1. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. J. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE.INTERSECTION OF 116TH A VE SE AND SE 168TH ST. ELEVATION = 459.078 FEET: 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED J" BRASS DISK, STAMPED "/(ING COUNTY SURVEY' ELEVATION = 466.086 FEET: NOTE FOR CERTIFICATION_ OF SURVEY INFORMATION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. CITY OF RENTON RECEIVED DEC 2 2 2016 DEVELOP~IENT SERVICES <( :::> _J Utilities Underground Location center 620-7th AVENUE K!RffLAND, WA 98033 '"''K"JsM ,;r";~';";":'~z" Planning/Building/Public Works Dept. 16433 & 16451 111 TH AVENUE SE Cl I- L===--(ID_,MT_,N_D_,o_R_,w_A_> _______ :.__:_:,:,:~_:_ ______________ 0_42-:5._B2-7.3_0_63_F_4-25-.B-27-.2-42_3 __ ,L_N_o_. _L,_ _______ RE_v_1s_1_o_N _______ _i___B_Y......JL-DA_T_E__.__A_r,_r_1,_i__,_'PR-OV_;:EMN::..:· :_ ___ ..J.._s_"_''_"_'O-RD-ING-1.Y--'---------L----------------L------R_E_N_T_o_N_, _w_A_S_H_IN_G_T_O_N_9_8_ofgii:~:fsc:.lpi5i:Rf7Q"iJl'l=E7C~T'rl,,'ii~"",jj""'~F·-1,.,~1~6""0~,0-.'ii-~;2 ~ z z z z z z z <( <( <( et:: w z et:: 0 0 >-z <( :r: f-w rn et:: w rn 2 :::::) z f-w w I (/) 2 008800-0460 FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "WR BISHOP 24214" O. l'N. X 0.3'W. OF PROP CORNER 13 008800-0580 BLOCK 7 AKER'$ FARMS NO. 6 VOL. 42, PG. 15 FENCE CORNER IS ~ 0.2'N. X 0.2'E. OF _ _ MOP COONER -------=----x l 4'1WF FENCE CORNER IS 0.2'N. OF It FENCE CORNER IS o.2·s. OF It FENCE IS y o.5'w OF It 3 1016"0 I 16"E 10".16"~ / ' / / ' ; 008800-0470 I I I _, 1 o" 1 B"E' I . \ I FENCE IS I ON It 008800-0480 I I I I I -1 I I 12"CONC=418.89'1 008800-0490 I I ii , r+ FENCE IS I I 0.6'E OF I[ ' ' ' ' '1' ,.-t/l-, 10"0 10"0 12 008800-0570 10 008800-0550 NE 1/4 SECTION 29, SSMH RIM=437.60 IE=423.85 CTR CHANNEL B~-· '. j - . 30' 1--\ G~~ 30' LLI VI ~ <( i!: -~ - [l_ 0 (L 0 [L 0 [L 0 Q_ 0 I 008800-0443 008800-0441 008800-0370 I TRAN~;ORMER(S) 008~00-0384 ------- 30' C ') 0 cl 0 cl 0 -o J-~- SE 168 rH ST 008800-0382 f BOLLARD(TYP) 008B00-0380 -SSMH RIM=424.36 IE=406.71 8"CONC IN(N,E) OUT(S) CTR CHANNEL 1646.62' N89'16'41"E LEGEND: + ffi ·•· D "' A I] @ ® = C.O.R. VBF IIBF ·--OP-- ---P--- --W-- --G-- -~--T ---- --c-- -x---x- W.M. FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POWER MUER POWER POLE JUNC770N BOX, SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WATER VALVE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY Cl TY OF REN TON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE 0 VER HEAD POWER UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND T.ELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE GRAVEL CONCRETE FOUND CONCRETE MONUMENT W/7H PUNCHED 3" BRASS DISK \ STAMPED "KING COUNTY SURVEY', DOWN 1.1' IN MONUMENT CASE. COR PT NO. 7640 w FOUND CONCRETE MONUMENT\ Wm/ 1/8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 '&, 0 ~ 5 z -----+----:29'1!> 28 LEGAL DESCRIPTION: LOT 11, BLOCK 7, AKER'S FARMS NO 6, ACCORDING TO /HE PLAT /HEREOF RECORDED IN VOLUME 42 OF PLATS. PAGE 15. RECORDS OF KING COUNTY. WASHINGTON; SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. IN PREPARING /HIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS DR STRONG CONSUL TING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFEC7JNG THE SURVEYED PROPERTY OTHER /HAN THOSE SHOWN ON /HE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO 7JTLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S COND/7JON TO PREPARE THIS SURVEY AND THEREFORE DR STRONG CONSUL TING ENGINEERS INC. QUALIFIES /HE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL IND/CA TED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. 3. PROPERTY AREA: LOT 11, 40,529± SQUARE FEET (0.9304± ACRES). LOT 12, 39,181± SQUARE FEET (0.8995± ACRES). TOTAL PROPERTY AREA = 79.710± SQUARE FEET (l.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5 THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA T/ON AS SHOWN. CLOSURE RA T/05 OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. U77LITIES OTHER THAN THOSE SHOWN MAY EXIST ON /HIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLA T/ON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND U77LITY LOCATIONS SHOWN ARE APPROX/MA TE ONL )'. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA 7JONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC ASSUMES NO LIABILITY FOR /HE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER /HE PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO U77LITY LINES LOCA T.ED ON PROPERTY AOJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO THE COVENANTS. CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICA7JONS, BUILDING SETBACI( LINES, NOTES, STATEMENTS, ANO OTHER MATTERS, IF ANY. TO THE EXT.ENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF AKER'S FARMS NO 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. 3. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL /HERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN 115 DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELA 7JNG TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS ANO CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. ·-.. -:, ,,,.,., . .,,~-;,,__ ·: 5. THIS SITE IS i;ljBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCE'S: I. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY. WA. 3. RECORD OF SURVEY RfCORDED UNDER RECORDING NO. 20040629900074, RECORDS OF KING COUNT)'. WA. 4. RECORD OF SURVEY R/;CORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. I 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY. WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE.INTERSECTION OF 116TH A VE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED J" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVA T/ON = 466. 086 FEET. VERTICAL DATUM: NAVO 88 PER CITY OF RENTON VERTICAL CONTROL. BASIS OF BEARINGS: N01'47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. /863 AND 1640. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT •• <( :::::) _J z z z z z z z ~ (( w z (( 0 0 >-z <( I 1-w co U /:.!, i iLZ'F. ()f ;:,~:;:r)f-i COf?t-iE]? 17 7 /;/ I I I I 7 / :-}v.;r~ cchit:/: is /I ·I 'i V APPROX TREE LOCAnON i i"' PER ARBOR/STtff{fsf!/JT,14c:1, :::N}<'-f.'.(J,J F:!: __ {;_ NU. 1,:-:,_1 i1 'i(17n· APPROX TREE{ LOCA troiv PER ARBOR/ST REPORT i,28 :rn_· . ,;·.·."1 :,, , ' ,29 34 35 6 ->T·v-3ffNC[ i'.3 \.Li'W o:· I ,I ,, ,/ '., Cf.Ill 2 Working Days Before You Dig 811 ' " ' , ' I 7 L.'.i " " -. .,._:: ./) I I I I " ,, \C 8 "" ' . t. r ' ' I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS \-.:s·,,.,-1 4_')/.((,i iF""'47 :,_,;:s P-< er-: ::i;\'>i':· ii I I !!i 6 Cl -/ i ~ -e I I F;h,:-0.-0 ,~-2,~ 5'.:' I' ,,_,,Jr_:b.Il W.M. DRS PT# 5120 5186 5187 5188 5189 5190 5154 5155 5156 5157 5158 5277 5279 5280 5281 5282 5283 - - - - 5581 - TREE TABLE NOTES 1. DBH = DIAMETER BREAST HEIGHT IN INCHES 2, DL = OR/PLINE: RADIUS IN FEET 3. SEE ARBOR/ST REPORT, DATED DECEMBER 12, 2016, BY TREE HARMONY FOR INFORMA 770N ON DEAD, 0/SE:ASED, AND DANGEROUS TREES. ONSITE TREE TABLE TREE: TREE# DBH SPECIES DL HEALTH LOCATION STATUS - 1 32 WEEPING ~LLOW 32 ~AK ROW REMOVE - 2 18 SCOTS PINE 18 FAIR ROW REMOVE 3 16 SCOTS PINE 16 FAIR ROW REMOVE 4 16 SCOTS PINE 16 FAIR ROW REMOVE 5 10.5 SCOTS PINE 10.5 WEAK ROW REMOVE 6 10.5 DOUGLAS FIR 10.5 DE:AD LOTS REMOVE 7 12.5 DOUGLAS FIR 12.5 DE:AD LOTS REMOVE 8 19 ASH 19 POOR LOTS REMOVE 9 15 DOUGLAS FIR 15 FAIR LOTS REMOVE 10 14 DOUGLAS FIR 14 FAIR LOTS REMOVE 11 12.5 DOUGLAS FIR 12.5 FAIR LOTS REMOVE 22 17.5 WEEPING ~LLOW 17.5 GOOD LOTS REMOVE -- 25 13,5 WESTERN RED CEDAR 13.5 POOR WL BUFF RETAIN 26 11.5, 14 WESTERN RED CEDAR 14 POOR WL BUFF RETAIN 27 12, 14 WESTERN RED CEDAR 14 ~AK WL BUFF RETAIN 28 15 WESTERN RED CEDAR 15 ~AK LOTS REMOVE 29 18 WESTERN RED CEDAR 18 ~AK LOTS REMOVE 31 12 COTTONWOOD 12 FAIR ROW REMOVE 32 12.5 COTTONWOOD 12.5 FAIR ROW REMOVE f-- 33 22.5 COTTONWOOD 22.5 FAIR ROW REMOVE 34 10, 14 COTTONWOOD 14 ~AK LOTS REMOVE 35 13 COTTONWOOD 13 FAIR LOTS REMOVE 36 10 BIGLEAF MAPLE 10 FAIR LOTS REMOVE OFFS/TE TREE TABLE TREE DRS PT# TREE:# DBH SPECIE:S DL HEALTH -12 3, 6 BIGLEAF MAPLE 6 GOOD -13 10 WHITE ASH 10 FAIR -14 20 EXCELSA CEDAR -·-:::----- 20 GOOD -15 24, 26 REDWOOD 26 GOOD 5274 16 5.5,8.5 WHITE ASH 8.5 FAIR " -17 28 REDWOOD 28 -GOOD 5275 18 5, 10 WHITE ASH 10 ,----,-,-- _FAIR __ -19 27 REDWOOD 27 GOOD r 5276 20 13 WHITE ASH 13 FAIR 5278 21 6.5, 10.5 WHITE ASH 10.5 FAIR -23 25 COTTONWOOD 25 POOR -24 13, 15 RED ALDER 15 POOR -30 16 COTTONWOOD 16 FAIR -37 <6 COTTONWOOD 6 FAIR TREE RETENTION CALCULATIONS TOTAL TREES ON SITE: 23 OEAO, DISEASED OR DANGEROUS TREES: 3 TREES IN RIGHT-OF-WAY: 8 TREES IN PR/VA TE ACCESS EASEMENTS/TRACTS: 0 TREES IN CRITICAL AREAS ANO BUFFERS: 3 NET TREES: 9 TREES TO BE RE:TAINEO, REQUIRED: (9 X 0.3) = 2.7 (3) 0 TREES TO BE RE:TAINE:D, PROPOSED: REQUIRED MINIMUM REPLACEMENT INCHE:S: 36,0 REPLACEMENT TREE:S WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE: PLANS FOR MORE: DETAILS. TREE LEGEND _/0 __________ \ ,..-I ~ 1 /~\' : ( i I / ' ' , ' ' ' \ ~ , ,, ~, .......... ;-i. .. ____ ,. .. VERTICAL DATUM: DEAD, DISEASED OR DANGEROUS TREES (PER ARBOR/ST REPORT) TREES TO BE REMOVED NOTE: TREES RE:MOVED IN WETLAND AND WETLAND BUFFER AREA TO REMAIN WITHIN THE ~TLAND AS SNAGS. LOCATIONS PER MmGA noN PLAN TRffS TO BE SAVED AND COUNTED TOWARDS TREE RETENTION RE:QUIREMENT OFFS! TE TREES NAVO 88 PER CITY OF RENTON VERnCAL CONTROL. BENCHMARK: /. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE.INTERSECTION OF 116TH A VE SE ANO SE 168TH ST. ELEVATION = 459,078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELE:VA 770N = 466. 086 FEET. BASIS OF BEARINGS: N0/"47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. NORTH GRAPHIC SCALE o 15 30 60 1 INCH = 30 FT. <( ::) _J (( w z (( A-NNNNNNN o .-----.---------------..---.---.---,-----------.-------,------,------------.--------------------------.,,,,,..----10 SURVEYED: SCALE: DAT£: SJS Hos/,'J'J\~',:v~a\~%91 Cl TY OF BETHANY CORNER 12.20.16 >- 1--,1,--------------+---t---l----t 0"''"'JsM AS NOTED PRELIMINARY SHORT PLAT l,,,FIE ..... LOBO"""o,,--1 z ONE INCH R [N TQN TREE RETENTION PLAN AND TABLE 1=:::=:IN,-=No,---1 ~ ORAWN: CYW 620-TthAVENUE KIRKLAND, WA 98033 1---11-------------------+---·t---t---i 0 "'0'"JsM "cuLL sCALE Planning/Building/Public Works Dept. 16433 & 16451 111 TH A YEN U E SE C3 1- 0425.827.3063 F425.827.2423 1---------l IF NOT ONE INCH L-------------------=----------------------------L-N_o_._J ________ R_E_v_1s_1o_N ________ 1--_B_Y__._oA_T_E_,__A_P_P_R..LA-PP-RO_";;;M,\J~----'---SCA_lE_'_0 '_ 0 " 0 _"_''' _ _._ ______ .L.. ______________ L._ ______ R_E_N_T_O_N_._w_A_S_H_IN_G_T_o_N_9_B...,o=:'5'1"6~"i'\"~~F'l'~:S:-rH""E?ET"'",o:'"3 ___ :l"_':':o"',~·~7~-I ~ DRS PROJECT NO. 16062 Utilities Underground Location Center (ID,MT,ND,OR,WA) z z z z z z z <( ~ a: w z a: 0 0 >-z <( I 1-w Cl) ,:q.1:.:r .. cu:> o :;,,',~ 7: o or PHor~ :: ');'\Hl:P TRACTB SENSITIVE AREA 409 S.F. M:::o:· 1l 7 D. rY UF tjl, 11 I I I I 1/; I I /// Ill I I 1/1 Ill I I / I I / Fi'..>li.'T COH'\JU<' 0 I I ii I/ ,J !/ II Ii I' r) ji NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 £, W.M. ·-r-422. .-- ' s::,1,,1: .. · Ui\:k 'J.'.lO -H) 1[-c:_c(·,i/,7'] B"GO>!C c:J ,·u: C ii'I I I I I I I I I I I I I I BETHANY C RNER . ' :::;: '~'-. co:c\E? ,,c\ 1:-: CL 1 : iF i} r-------1 I I I I I I I I I I I 4 I I I / 5,948 S.F. / ... ·1 .. .. I I I I I I I I I I L _______ J --- ;<\ ..• ',, .. : •· .. ., J' ' ,. .. .. . ·' ~ . 1·;,··ccr1c.,,,·1 5.~·t' ;) I Iii l!I I i 11 ., ! {) n c· I --»· __ .,, i"!(J\i'< ) STA.. 20+.00.00 ROAD A = STA. 10-145.27 111TH AVE SE ' ::J ;t; ' ii ii r I 11 I' . ' ·-:i I ,,.,J PRELIMINARY SIT£ VOLUME CALCULATIONS CUT VOLUME (CU. YDS.) 11 FILL VOLUME (CU. YDS.) 9,966 NET VOLUME (CU. YDS.) 9,955 IMPORT *THESE VOLUME CALCULA T/ONS ARE APPROX/MA TE. CONTRACTOR SHOULD USE THEIR OWN CALCULATIONS FOR CONSTRUCT/ON PURPOSES. **INCLUDES DETENTION VAULT EXCAVATION GENERAL NOTES PROPERTY AREA: 79,710 S.F. (1.83 ACRES) AREA OF WORK: 84,610 S.F. (1.94 ACRES) (DOES NOT INCLUDE OFFS/TE STORM ANO UTILITY CONNECTIONS) 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. 2. FILL NEEDED IN EXCESS OF ON SITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY TH[ GEOTECHNICAL ENGINEER. 3. ALL EXISTING STRUCTURES TO BE REMOVED. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH= 30 FT. <( ::J _J z z z z z z z ~ <( a: w z a: 0 0 >-z <( I 1-w co Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ···iCL Ufl:\I ij_'.,"_'f,! / 1 ). j'f". Ci f-l1-;i/: :.:c)'.-i\\JrF ---- TRACTB SENSITIVE AREA 409 S.F. FE:i'JC= ,..., 17 7 11 n :r 1·,: 'JI I( I I I I NE 1/4 i:"./i:<'U '/7" ''.'}!,tS: wc·T ·1-;;:_.:_ ;'_i\/f i '1._i\::;·11:~ L.:/d') '.~iTN,-/""LD -,·:;-··; tJ~,_iiYiJ ::i,1,:;: 0\' \I. 'ht >'. ')_j"}i, Ci-" rn;:J::S CC'R(J-:::~ ,--------, I I I I I I I I I I I 4 I I I 5,948 SF. I I I I 1/; I I /// Ill I I I I I I I I I I I I ii< I I I I I / c:i:-·r~cr. UH-tHFI~ ;~:-, 'I II ! Ii j) ' ii ;/ Ii rl \. I I \ L ______ _J ,::;::::· ~,,::::::::::::~::::~~~42s~~-i "-424 · ,,·,:1;11 HJA,,,-12U.·lG i[-.-.,4:J7. :,i 1 B·'c:.-ui:.; 422 I r -----r-4:r. :,/- / I \ ,!f "' .. --1, "' ·J'I "' I 1,; :;, :I ~ ')· ) I ,' ""~~ j111 / ,; I .• I I \ ' 1· 1 ' f / ~ /I I [: ' I j I 3 i I~~ f.;_·i· I I r: ' / 5,948 SF. : I; 1!] \ I Z· ,11/,;\' I \ I I I ', I I \ I I I 1-I I I . I. I, L ______ ,~ I • ! [) •r 7,179 _...:,_· '--'-_J ----------------!-------\---·r. ::??\FT ,; : :::::; ; ·-.. +-.... _, "•.1:,,v·.:.J.i!H-H.c.J/!~ -------~~--------------- ----------"-,:------ 422 i\O ST.i\Mf'i::U; 'tr!U!.ii'"'. ii:;: L-5 U.2't-J ;:,r;:;)".'':Jrt" C'Y~;\;[I( ' ,, ' . ' W.M. : I I ;, . I I w (/) ~ <( j!: ~ ~ ~ () ! I n fj t_; ! :\ DETENnON WA71 TREATMENT VAULT 46'x100'x5' CB 1 CONNECT TO £XISnNG 12" CONCRETE STORM LIN£ LITY DETENTION SUMMARY: £FFECnVE STORAGE DEPTH = 5 FT STORAGE VOLUME REQUIRED = 22,080 CF. STORAGE VOLUME PROVIDED = 22,667 C.F. WATER QUALITY NOTE: WETVAULT DEPTH = 5 FT WETVAULT VOLUME REQUIRED = 6,266 C.F. WETVAULT VOLUME PROV/0£0 = 11,JJJ CF. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH= 30 FT. ' ' <( => ....J a: w z a: A-NNNNNNN o ,----..--------------..--.----,---.-=~----,-::~----,------.-----------,-----------------------.~---1 0 SURVEYED: SCALE: DATE: D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 • 7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 SJS VERTICAL:NAVD1988 BETHANYCORNER 122016 >-AS NOTED HORIZONTAL, NAD 1983/1991 ~~ P." CI Ty OF . . 1---f--------------------+---f----f-----i DESIGNED: JSM DRAWN: DATE APPR BY NO. REVISION APPROVED: MAJ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PRELIMINARY SHORT PLAT 1=,,e,=osoo,,,...,, --1 Z RENTON DRAINAGE CONTROL PLAN -:::=:·,No=Na,--1~ Planning/Building/Public Works Dept. 16433 & 16451111TH AVENUE SE c5 !- RENTON, WASHINGTON 98056 """sH=m,5-=o,,-7--t ~ DRS PROJECT NO. 16062 , ._,,, -. z z z z z z z <( ~ (( w z (( 0 0 >-z <( I 1-w co Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CL (;(;,:;;,.;; ;; !\\: 1/2.lL / G. CF F1t-:1Ji-' CCFN°:":F-: 17 7 /;/ I I I I 1/; I I /// Ill I I 1%~ Ul I I I I 11/t., ::.,:. r·, · If I I <. f)'(i(r]I 'S : <)'ii COl!Nf'.l·'. I ;-:(T {~C:i>'-'[:·;-''3 o.1J'l'L :a: ,J_ re. er PFi(P '.'>'.J<.·11?J\ , ;, I ' "' , "'I I. I , ( ·1· I ii .,,, II :1 ii i) I I I I I I .1 NE 1/4 SECTION 29, TOWNSHIP 23 N, W.M. BETHANYC 'C! __ t_(1\N /-'i./,'.;·11:~ ::/J' ::;r-\i'f'Hit> ''·N:i !:l''-;;0(p :.?'1:?1<' CL''i,J FFJ1f::t: cnr-:t<1:·i: (;, () . i( f:;;:~ir:E !7 ---,., .. ,,-) l ,1. 0 -·-, • I 6 I I I I I I I I I eft~: '.)/) --J C\ 1·,·(.i-'_) ,--------/ I I I I I I I I I I I 4 I I I I I I I I I I I I I I I L _______ _J i , -------,r·· -,f---- I . i -.1; I "1· 1, ' ii i, I I ' I iii ' I f ' ..,, I I, I Iii ,o I 3 I;; 1~\ '' 1 1r"' 1;. 'cj, ~;~~ ;;j I 1:::, ,,1,2 I I I I I I I I I . I I I ,.J I L _________ ..:J· '-';TJ!'- I >H j:• .. 4 I I I I g I "' ~'>-:· I " I I I I I _J ::::::::::: I ' i:: ::: :J ::::· ; ::: J ;--:·::: ~-:::.:::::,...,J;IH'H~ ''LIU' LE> l!J'.JL;i (j_;,':< U· "1iJ(P::f< i"Y (,'0:1:-!f·.~( -,::··cm"t: ·1 ; ., .\ :-· 1/.'CCM(: ,1.-1:;_,\,f' I ' I 'I I !1 I I! I !1 I ,, I •1 (, I " I -;/ I I -;; '/ ,1 ii I' Ii II Ir I I i' I I I' 11 I " I Ji' 0) I , I I . ' ~ I' ,I Cl. 0 ''.;'.'.Jf.1H ::n,1--, '~:;_,1 .. 30 ··,-:::-,<iii/ I i::"Ci;MC ()<j •:: TF ''\HNl<i LEGEND .. TYPE I CATCH BASIN C, BIRDCAGE CATCH BASIN (j SEWER MANHOLE t WATER TE£ ~ FIR£ HYDRANT l"il WATER METER ~ GATE VAL 11: l WATER BEND + WATER BLOWOFF' NORTH GRAPHIC SCALE 0 15 30 60 1 INCH= 30 FT, :) <( :) ....J (( w z (( A-NNNNNNN o ..----.----------------.---,---.---,-------.-----------..------------....------------------------.-...... ----10 DATE: D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6ZO • 7th A VENUE KIRKLAND, WA 98033 0 425,827.30/!3 F 425.827.2423 SURVEYED: SJS 1---.f----------------------f----f----+---I DESIGNED: JSM DRAWN: CYW CHECKED: 1---1------------------f---t---t---l JSM 1---------1 NO. BY DATE APPROVED MAJ APPR REVISION SCALE AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19B8 HORIZONTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept BETHANY CORN ER PRELIMINARY SHORT PLAT GENERALIZED UTILITIES PLAN 12.20.16 >-"'F""IEc"'o,"'oo"",, ----t Z l,P,,,AG"'E -----1 <( DRAWING NO: I 16433 & 16451 111TH AVENUE SE C6 1- RENTON, WASHINGTON 98056 l-.sH=m6-~oF,-7--I ~ DRS PROJECT NO. 16062 & --- z z z z z z z <( ~ a: w z a: 0 0 >-z <( I I-w (l) 450 445 en c:i! Q:: \\JI ::, . I (_j "'' a:,'"' lJ... -1-11.{) "l I . a _C\J:*1 440 -,'1'-tJ I ~ .. ~ u,IG:l I ~ I __, ,__ 435 h"' Q: "' Cj . Q_ C, ~ C) C) Q: -+ Q_ ;,i :sj h .,_ tJ~ ci "VJ 430 425 I I ---- 420 )~ -1 .. NE 1/4 Cl ,:5 ::t C) i;J "' ::, "i iii ::, ~- '< -+· " :i: f;j "' ~-..,_ ;" [j c-a vi 1.00% --------------. -------- a, " cj" r" r<) + . -"' "' ;;, _ I ---~--~-~-~-~-~ 23+20 22+80 60' R.O W. WIDTH --- h l'5 -·-3.5' ~ [;j El "' ±19-21' PAVEMENT WIDTH ~ (j C) ~ 13' LANE ±6-8' EX PA VEMEN r o.' a' le C) ~ Lo C) 5' CEMENT 8' -2 7 EJ M4__y CONCRETE PLANTER · Slop£ SIDEWALK 6" CURB 1.5% 12" STORM PIPE~ CATCH BASIN & STORM SEWERS (TYP.) 4" HMA 6" CRUSHED ROCK BASE OR 4.5" ASPHALT TREATED BASE I-"<-+----VARIES ±13' -15' --ts COMPACTED SUBBASE VARIES ±3.1' -3.8' EX. CRUSHED ROCK BASE COMPACTED SUBBASE 2" GRIND ANO OVERLAY CLASS B ASPHALT CONCRETE EX. 8" SANITARY SEWER/ 7 71 TH A VENUE NE NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED 8" WATER MAIN 22-1-40 22+00 21+60 --- RANGE 5 E, WM. 450 LP. ELEV -425.27 LP STA -i 21+50.79 PVI STA -21+40. 79 PVI ELEV ec 425. 0 7 A.O. -13.00% I< -·20 bjl VC -····· I 445- ------------II~ a, " "' '< cj" -<n ~~ -+ . c::,--"' ct~ "' ;;, C)" §2 . ~ ~'\J QJ rj ·······8 l(j 440 C) ..,_ "' -+ -+ "' C) C, " "' -"' ~- ~~ V) V) ci 435 430 -2,00% 425 420 ----------,'------,--------i------~- I I r·, I 0) "' ' 'r'.i~ ('.,J "' ,1-[Ci ~ CQ "' 01 "' "' ~.IC) ..,_ "' r~j ,<j co '->~~ •>-.· <i "' ,,, co 'cl-<ri lrJ!~ " " l"'-,1 "' C',J "' G, c, '.>1 "' ;;, i '.;' '" "' "' "i· _,_ _, .,_ -1: .,_ -,-.,_ ·,1: _,_ ..,_ 21+20 20+80 20+40 20+00 53' R.O. W WIDTH 26' PAVEMENT WIDTH 13' LANE 13' LANE 6" CURB CATCH BASIN & STORM SEWERS (TYP.) 8"SS~ 8" WA~ 6" CRUSHED ROCK BASE OR 4. 5" ASPHALT TREATED BASE COMPACTED SU15BIISE_J ROAD A N TS URBAN RES/DEN TIAL PUBLIC ROAD 25 MPH DESIGN SPEED 0 0 10 20 1 INCH = 20 FT, HORIZONTAL 2.5 5 ' 1 INCH= 5 FT. VERTICAL 8' 6" CURB PLANTER 40 10 5' CEMENT . . <( => ....I a: w z a: A-NNNNNNN o ,----,----------------,---,--.---,-==-------,-:-,-:-----,--------.------------.-------------------------r~----10 S'JRVE /EO: SCAI_Ec lJ1\I E: C0II 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620-7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 SJS ,,rnr,c,,, "''° rnss BETHANY CORNER 12 20 16 >-AS NOTED HOPIZCCIT'L, ''° ,oe,;,s91 r I T '/ (-'1 I-. . R[rll Tr]f\l PRELIMINARY SHORT PLAT """n•=,_oc,=cce,---1 z °'"''" I ROAD PROFILE ANO CROSS SECTION DETAILS-:::=.'.,,"='"----<~ .;',.,~t;\';:gH i"lom1irg/f3uilding/'0ublic '!Vorks D~pt. 16433 & 16451 111TH AVENUE SE C7 1- CfilGHEO: JSM CYW CHECC:ED· JSM W) RE\/ISl::!l-1 RY UA.IE ./\PPR ACPRo,eMAJ SC'LEACCoe,1c1cc1 RENTON, WASHINGTON 98056 t--,=,,,~,7--o=,-7--< W L__ ______________________________ _Jc___J_ __ .c.._ _________ L___J_ _ ___L _ ____,__ ____ ___,_ ____ L__ ___ --'--_________ ___[__ ___________ .c___D=Rs-p-R~O-JE=c=T~N~O-. 1_6_0--.,--,,-162 rn . !t z z z z z z z <( <( <( PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY: .... 16433 & 16451 111TH AVENUE Sf.., RENTON, WA PARCEL NUMBER ......................... 008800-0560 & -0570 EXIST/NO ZONING: ....................... R-8 COMP PLAN LAND USE: .............. RESIDENTIAL MEDIUM DENSITY PROPOSED DWELLING UNITS: ...... 9 GROSS ACREAGE: ........................ 1.83 ACRES (79,710 S.F.) R.O.W. DEDICAT/ON: ..................... 0.33 ACRES (14,422 S.F.) PROJECT CONTACTS: APPLICANT... ...................................... MARK SEEK .......................................................... 15233 MANION WAY NE .......................................................... DUVALL, WASHINGTON 98019 .......................................................... ( 425) 919-4062 PROPERTY OWNER ............................. MARY NGUYEN .......................................................... 9102 SE 41ST STREET .......................................................... MERCER ISLAND, WASHINGTON 98040 ..__-I NET ACREAGE: ............................ 1.50 ACRES (65,288 S.F.) a: w z a: 0 0 >-z <( I 1-w co PERMITTED NET DENSITY: ........... 8.00 DU/ACRE PROPOSED NET DENSITY. ............ 6. 00 DU/ACRE CRITICAL ARf..A BUFFER ARf..A: ... 0. 01 ACRES ( 409 S.F.) WORK WITHIN EXISTING R.O.W.: ... 0.12 ACRES (5,309 S.F.) PROPOSED USE ........................... SINGLE FAMILY DETACHED HOUSING Sf..WER AND WATER DISTRICT.· .... SOOS CREEK WATER & SEWER DISTRICT SCHOOL DISTRICT: ...................... RENTON #403 FOUND 4"X4" CONCRETE ......................................................... .RODNEY AND ST.EPHANIE SEEK .......................................................... 16451 111TH AVE SE .......................................................... RENTON, WASHINGTON 98055 CIVIL ENG/NEER/SURVEYOR ............... D.R. STRONG CONSUL TING ENGINEERS, .......................................................... 620 -7th A VENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... ( 425) 827-3063 .......................................................... CONTACT.· JONA THAN S. MURRAY, P.f... .......................................................... JONATHAN.MURRAY@ORSTRONG.COM .......................................................... CONTACT: ST.EPHEN SCHREI, P.L.S. .......................................................... STEVE.SCHRE/@ORSTRONG.COM FIRE DISTRICT: ............................ CITY OF RENTON / MONUMENT WITH LEAD AND TACK, DOWN 0. 7' IN POWER SOURCE: ......................... PUGET SOUND ENERGY MONUMENT CASE. TELEPHONE SERVICE: .................. CENTURY LINK-~ ---+ I 20' Rf..AR YARD SETBACK (TYP) \----1 r----- 15' I I I BUFFER I I I SETBACK I I I (TYP) I I I 5' SIDE I-- I SETBACK I I (TYP) I I I (20· FRONT YARD I LSl:_!BACK (TYP) L ___ ,,- TYPICAL BSBL • • 15' SENSITIVE AREA BUFFER SETBACK 15' SIDE YARD SETBACK ADJACENT TO ROADWAY LOT AREA TABLE LOT NO. AREA I 7,119 2 5,948 3 5,948 4 5,948 5 6,734 6 6,705 7 6,147 8 6,148 g 6,148 -·--- FOUND CONCRETE / MONUMENT WITH 1/4" BRASS NAIL, DOWN 0.2' IN 2" PIPE. "' 3B0.5-~0~'{~C~) __ ·-- wl V) !'-' O> n co r 0 z I ,?i:iilCII•>• i 1. T.ir?ACTB SENSITIVE AREA APPROX/MA TE ENO 409 S.F. I OF DRAINAGE CHANNEL I I I Nas·o5'17"w ____ 630.76'(M) ':-; n::_p_.:,,~ ·w-11 ! fl'; f;Y> S ,1 M?fU ~!iii '.'ii'.J1V· ?<2.h" \i i'li "J.. r:,,:''ii-ry Pi"cOF S'.()F11:;-:' ·:eu::y· ;' hi1,:'.(\'. ' 'Y:i'! N<, :,:;~, ~ :', /'..' L:, I . ·BO)Jt' ·, I _ 50.'rk:f ·,, L=60.06' ~ t;i " : R=50.00' ,.(,· ,. -',;, /\•'/tl -/ ~ ·!:U · ·1 ?'.J/S f> ,!{)°/,71 ;;"C·>i' f; :1'.(r 1/.l ,1 ; r-----, I I I I I I I 4 .;), : 5.948 S.F. f I I I I I I L ____ .J " ; '.i' ''>J;J !'/,/('\" C>1'.T.'!D•ii'" n.:c. S.'.! I I ,.?,)~;:,q Jr.' V>S8CC GG')') SE 166TH ST 630.81'(C) 630.57'(P) NB9.16'41"E 1747.64'(M) 630.00'(P) INC. NE 1/4 WETLAND BIOLOGIST... ....................... MARK RIGO$, P.E. .......................................................... 440 SE DARST STREET .......................................................... ISSAQUAH, WASHINGTON 98027 .......................................................... ( 425) 652-6013 .......................................................... MARKRIGOS@HO TMAIL. COM Gf..OTECHNICAL f..NG/Nf..ER .................. ASSOCIATED f..ARTH SCIENCES, INC. .......................................................... 911 5TH A VENUE, 5UIT.E 100 .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-7701 .......................................................... CONTACT: MATTHEW A. MILLER, P.f... .......................................................... MMILLER@AESGf..O. COM LANDSCAPE ARCHIT.ECT. ................... VARLEY VARLEY VARLEY .......................................................... 12743 NE 170TH LANE .......................................................... WOODINVILLE, WASHINGTON 98072 .......................................................... ( 425) 466-9430 .......................................................... CONTACT: JEFF VARLEY N, W.M. TRAFFIC ENGINEER ............................. TRAFFEX .......................................................... 11410 NE 124TH STREET, SUITE 590 .......................................................... KIRKLAND, WASHINGTON 98034 ......................................................... (425) 522-4118 .......................................................... CONTACT: LARRY HOBBS, P.f... .......................................................... LARRY@VWTRAFFEXCOM FOUND CONCRETE MONUMENT\ WITH PUNCHED 3" BRASS DISK STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. ·: )'.'Ill , SHEET INDEX: Cl OF 7 COVER & PLAT PLAN C2 OF 7 EXISTING CONDITIONS AND TOPOGRAPHY CJ OF 7 TREE RETENTION/LAND CLEARING PLAN C4 OF 7 CONCEPTUAL ROAD & GRADING PLAN C5 OF 7 DRAINAGE CONTROL PLAN C6 OF 7 GENERALIZED UTILITIES PLAN C7 OF 7 ROAD PROFILE AND DETAILS L1 OF 2 LANDSCAPE AND TREE REPLACEMENT SET L2 OF 2 LANDSCAPE AND TREE REPLACEMENT SET NI OF 1 NEIGHBORHOOD DETAIL MAP GENERAL NOTES: 1. ALL EXISTING STRUCTURES TO BE REMOVED . 2. GARAGES TO PROVIDE AT LEAST TWO OFF-STREET PARKING SPACES PER UNIT LIST OF TRACTS: TRACT "A" TRACT "B" STORM DRAINAGE SENSITIVE AREA VERTICAL DA TUM: NAVO 88 PER CITY OF RENTON VERTICAL CONTROL. 5 PUGET DR st: 21sr sr S! 160TH ST S[ 162ND sr PROJECT SITE SE 164TH sr ~ :;, ~ 6:q. ~ ~ ~ Soo/ ' ' ' IS IS IS s 2 ~ ~ SE 168TH sr S[ 172N S ........................................ , ................. VARLEY_JEFF@HOTMA/L.COM COR PT NO. 1640 120_ 21 29 28 IS ~ SE P£TfWVl7SKY RD BASIS OF BEARINGS: Fc:t;, :": 6/if p;:_::1:,r '.,'. i/\.\f'[.f)'. CJ.XL \!F ::'(/01-'Efi f'i ;;r,Hi-'i'.' -·~ 3o· / FOUND 4"X4" CONCRETE MONUMENT WITH LEAD "-AND TACK, DOWN 0.5' ~-IN MONUMENT CASE. "'lli'------ ! d .. (" NORTH 0 ' I MONUMENT WITH LEAD I/ FOUND 4"X4" CONCRETE GRAPHIC SCALE 20 40 80 1 INCH= 40 FT. FOUND CONCRETE MONUMENT\ WITH 1 /B" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 ~ "' 0 I ~, ci "' "' N w Jg I !,? 0 z I/ AND TACK, DOW. N 0.5' IN I ~ MONUMENT CASE. ----~l-----7~36.33'(~-:: --910~ - ----,'9--'!) 28 8TH CT. NOi '47'08''£ BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 ANO 1640. VICINITY MAP LEGAL DESCRIPTION: LOT 11. BLOCK 7, AKER'S FARMS NO. 6, ACC,ORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHltiGTON; SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. LOT 12, BLOCK 7, Al<f..R'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON. SURVEYOR'S NOTES 1"=1,500' 1. ALL TITLE INFORMATION SHOWN ON THIS. MAP HAS BEEN EXTRACT.ED FROM C/i/CAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANT.EE NUMBER 70063129 DAT.ED DECEMBER 6, 2016. IN PRE.PARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCT.ED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. OUALlf"/ES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXT.ENT. 2. THIS SURVEY REPRESEN rs VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL IND/CAT.ED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MARCH, 2016. 3. PROPERTY AREA: LOT 11, 40,529± SQUARE FEET (0.9304± ACRES). LOT 12, 39, 181± SQUARE FEET (0.8995± ACRES). TOTAL PROPERTY AREA = 79,710± SQUARE FEET (1.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYST.EM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELA T/ONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIF/CATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN Ml)Y EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLA T/ON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROi)t:,·o UTILITY LOCA T/ONS SHOWN ARE APPROX/MA T.E ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURF A Cf.. UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA T/ONS SHOWN HEREON MAY HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. $TRONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: ~--·~"-~-------------------------------------- 1. THIS SITE IS SUBJECT TO THE RIGHT 'TO ENTER TH[ PREMISES TO MAKE REPAIRS, ANO THE RIGHT TO CUT BRUSH ANO TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORD1N[i OF THE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. "' ' ·-. 2. THIS SITE IS SUBJECT TO THE CCfVENANTS.•.CONDITIONS, RESTRICTIONS, RECITALS, RESERVA T/ONS, EASEMENTS, EASEMENT PROVISIONS, OED/CATIONS, BUILDING SETBACK LINES, NOT.ES, STATEMENTS, AND'iOTHER MATTERS, IF ANY, TO THE EXT.ENT T/-/AT THE SAME ARE PERMITTED BY APPLICABLE LAW. AS SET FORT.H ON THE PLAT OF AKER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. 3. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYST.EMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES: 1. THE PLAT OF AKER'$ FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY. WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRET.E MONUMENT WITH 1/8" COPPER PIN. DOWN 1.2' IN MONUMENT CASE./NT.ERS[CTION OF 116TH A VE SE ANO SE 168TH ST. ELEVATION = 459.078 Ff..f..T. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. NOTE FOR CERTIFICATION OF SURVEY INFORMA T/ON. THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. ' , C « .• C•\•",,,,•,,,. '. I • I • 'J :,;.;\'',.:,' CITY OF RENTOM RECEIVED DEC 2 2 2016 DEVELOPMENT SERVICES <( ::J _J z z z z z z z <( <( <( a:::: w z a:::: 0 0 >-z <( I 1-w (I) a:::: w (I) 2 :) z 1-w w I (f) 2 008800-0460 FOUND 1 /2" REBAR WITH YELLOW PLASTIC CAP STAMPED "WR BISHOP 24214" 0.1 'N. X 0. 3'W. OF PROP CORNER 13 008800-0580 BLOCK 7 AKER'S FARMS NO. 6 VOL. 42, PG. 15 SSMH . RIM=437.60 I II IE=423.85 30 • CTR CHANNEL • I -II I \ I I 30' o_ 0 I 008800-0443 008800-0441 i FE~CE COR~ER IS ~ l 0.2 N. X 0.2 E. OF 1 PROP CORNER ·---- x l 12"CONC=431.43' l::fj "':c..l L OP~II . '\,134'i=='=~~,==·--=c:::.OP--====--c FENCE CORNER ,1s s'cLF •• ••• • .or-4k ~ I TRANSFORMER(s) -• o.(s .. _GFli'.·--.. ---=-=:x __ :,_-o ·-. X ·,",I/ II.. I I --- FENCE IS y 0.5'W OF It I I I 3 008800-0470 H I 16"E 1 o", 15"¢ a:t 11:.-:Jn YJ / FENCE IS 8 ON 1t / : 18"E 18"E I ' I ' \ I I I , I 10"0 10"0 12 ', .~?6~~:5:F~~'.'/7?.'3~-------=--~o,~,Ug, ::--~:::_x~-'*"\ ~111 ~");< ,/ / "CJ, ~ ... tf"CONC=430 29' 3 1 oo· 111 r WIRES• DOWN(E) , -----"'1 6'V8F --.:.~ ... 1 Z:.'.C NC= 43 02· \ Ii ' .. ---x \ j ' \_ -., /, I A GARAGE ; ' ·-111,4 9 / ~ I';-\ / ' ) Iii I I,' ~ / 14"E O ~;-.-} • ... J 12"C C=418,04' :,L Ill I ~ • 'Ir. ~ I 008800-0570 / / 12"E0 (1 ' HOUSE ; I :\ \'\ 1/, I ; /. I ~ 1 ,1 ~II:'. 0 1 0 / I ~ "i 43 I 20"D ' I i :, 111.· \ I \\·. c6Nc \ A BLOCK. I • 1 12"E ~ WALL· I \ I I I[!/ FENCE CORNER IS 0.9'N )~· 71-0F PROPERTY CORNER w/ r/, ' ) 6'VB "-. .., --- ' ' ~- ' \ ' \ / / / J_ \ \ , . 8"E 14"E 1t:(14"E ; \ I \~~~~-=-~·¢!_ ~ ~ I 11; -, •.•• --~·: ... -''i2"CONC=425j33': g -·11· \ II. I 4'HWF ......................... , ... ,. ,.,., .... :,: ... : ................ , ....... : ...... :,.:, ..... : .... : .•... : .... :~·,,-.. ~ .. , .. , .. : .. , .. : ..... ,., ...... ,. ... . :.. .. '. N II \JI I I,~· LL I .. \ \ ·--···Jj }' ~ ..... ,~ \ ,, .... , h FENCE CORNER IS 0.8'N. X 0.4'E. OF PROP CORNER !llkw-c=~ 6 "D 1 -\ ,,-,_ 1/~N~ I ~ 0 /, l~·.·,i ,·:i' :-;'.'; FA"<JAf:\·f 12 __ "~402N. 1 C=424.3S' ~°'-.' .•,'" 1 ,1 ~'.r ~" ?· ~.. Ft:-:,:~< 86Qt.1~<Y>.Os521'., _ ~ .. 20"/D I "<t ; I [,,.·. ~ t / 12"CONCf423.68' ~H--r ~, I~ ,/ 11 , , y-·0 '\i / 11: ~ 008800-0480 I ~ LL I / 0 __ 08860-0560', . · ...---' II . , z ! / / "'°'° ~ o?. ,\ II , /Ii I rr ' '\ r ',,xr-~I ~;;~;;,;;;~~~~~8 t :: \ II I I FENCE IS /-) SINGLE STORY ' I I, Ii \ I I 0.6'E OF le /42: .. :,----,,,.,, \ I -HOM~! I \ . : :: \ 1111 1 ,, ~~~f-,, .. ----/ r OLD ·-----------. 1 1 ; : ~CO~C=422~7. Yf \ \tlN"'o ''I .. _ CONCRETE ', II FOUNDATION I . ri---.-. I ,: ,-, ~t"~ .r 11 I ' • \ I 12"coNC=418.89'1/ fl 6E1~~\~ It , : . /, l!ii"""'~~~:~~1fl2"c0Nc=42220 Yil~ I/ / : I " 1,e., ·. ·. . II• l "'~l i ,.-"~-__ I-"' ··1 ------L._ ----,-. --- ;;;-" Q ·~-'-. --- 4 " -~ ---NS8'05'31"W ----,,.. --_ _ 270.27' 270.00(P) :""lf r"""'"""'-:::-I ssMH ,--------------..... 1r"····\ :ONC=417.86' __/ ~~;ijj~-146 SI I'! 1i FOUND 5/8" REBAR II 5 1cc:c. 1-1,:. w/cAP STAMPED: ';··II···· II 008800-0490 8"CONC IN(N,S) :,JY,: I?(}!{,; "MULLEN 18913" 0.2'N ·• OUT(E) OF PROPERTY CORNER y)l".:'., II:... I CTR CHANNEL u C . , , o:il I 10 12"CONC=420.52' J41 I, 11:1· 008800-0550 I " ~p )1 ,-r P- 12 CONC=419.80 ..... II······ \ I' I al'~ {_r __ .. I ll ~ ! iii1· 11 I I 12"CONC=419.09' /: : ''+ 30' lLJ VJ ~ < i!: ~ ~ ~ [L 0 o_ 0 o_ 0 [L 0 008800-0370 /;: TRANSFORMER(S) -/=op 0 ·o 0 '1J 0 .,, I ~~~00-0384 008800-0382 BOLLARD(TYP) 008800-0380 SSMH RIM=424.36 IE=406.71 8"CONC IN(N,E) OUT(S) CTR CHANNEL LEGEND: + EB -•- D " m M P. D @ ® = C.O.R VBF HBF --P-- ---w-- --G-- --T-- --c-- -X---X- I. ,, :· ": I E, W.M. FOUND SECnON MONUMENT AS NOTED FOUND MONUMENT AS NOTED ROAD SIGNAGE MAIL BOX POf\1:R METER POf\1:R POLE JUNCnON BOX. SIZE VARIES LIGHT POLE NO ARM GUY WIRE WATER METER WATER VALVE FIRE HYDRANT TYPE 1 CATCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY Cl TY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEf\1:R LINE STORM LINE OVERHEAD POf\1:R UNDERGROUND POWER UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PAVEMENT FENCE GRAVEL CONCRETE FOUND CONCRETE MONUMENT \ WIIH PUNCHED 3" BRASS DISK STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. COR PT NO. 1640 FOUND CONCRETE MONUMENT \ WITH 1/8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 w ' o:J 0 j-... :' 0 z LEGAL DESCRIPTION: LOT 11, BLOCK 7, AKER'S FARMS NO. 6, ACCORDING TO /HE PLAT /HEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; 5/TUA TE IN THE COUNTY OF KING, STAT£ OF WASHINGTON. LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. S/TUA TE IN THE COUNTY OF KING, STA TF: OF WASHINGTON. SURVEYOR'S NOTES 1. ALL TITLE INFORMA noN SHOWIV ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DATED DECEMBER 6, 2016. IN PREPARING /HIS MAP, D.R. STRONG CONSUL nNG ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECnNG THE SURVEYED PROPERTY OTHER /HAN /HOSE SHOWN ON /HE MAP AND DISCLOSED BY REFERENCED CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLL y ON CHICAGO nTLE INSURANCE COMPANY REPRESENTA noNS OF THE TITLE'S CONO!nON TO PREPARE THIS SURVEY ANO IHEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO /HAT EXTENT. 2. /HIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR /HIS PROJECT IN MARCH, 2016. 3. PROPERTY AREA: LOT 11, 40,529± SQUARE FEET (0.9304± ACRES). LOT 12, 39, 181± SQUARE FEET (0.8995± ACRES). TOTAL PROPERTY AREA = 79,710± SQUARE FEET (1.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. /HIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POS!nONING SYSTEM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LE/CA SERIES 1200 GLOBAL POS!nONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETf\1:EN /HE CONTROLLING MONUMENTA noN AS SHOWN. CLOSURE RA nos OF THE TRAVERSE MET OR EXCEEDED /HOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIF/CATIONS. 6. unLITIES OTHER THAN THOSE SHOWN MAY EXIST ON /HIS SITE. ONLY THOSE UTILITIES WIIH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCA noNS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETf\1:EN SURFACE unUTY LOCAnONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWIV. SOME UNDERGROUND LOCATIONS SHOWIV HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR /HE ACCURACY OF PUBLIC RECORDS. TITLE RESTRICTIONS: 7. THIS SITE IS SUBJECT TO /HE RIGHT TO ENTER /HE PREMISES TO MAKE REPAIRS, AND /HE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF /HE INSTRUMENT RECORDED UNDER RECORDING NUMBER 3451222. 2. THIS SITE IS SUBJECT TO /HE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVA T/ONS, EASEMENTS, EASEMENT PROVISIONS, DEDICA noNS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, TO THE EXTENT /HAT /HE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF A KER'S FARMS NO. 6. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. 3. THIS SITE IS SUBJECT TO AN EASEMENT AND /HE RIGHTS INCIDENTAL /HERETO IN FAVOR OF CASCADE S£f\1:R DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211120701. 4. THIS SITT': IS SUBJECT TO AN AGREEMENT AND COVENANT RELA nNG TO SEf\1:R DISTRICT CONNECTION CHARGES AND THE TERMS AND COND!nONS /HEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. \ 5. THIS SIT£ IS SUBJECT TO AN EASEMENT AND THE RIGHTS INCIDENTAL /HERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN <;)S DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8211120699. 6. THIS SITE IS SUBJECT TO AN ACCESS EASEMENT FOR SEPTIC SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO. 8604020324. REFERENCES:' I. THE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20010731900002, RECORDS OF KING COUNTY, WA. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWIV 1.2' IN MONUMENT CASE.INTERSECnON OF 116/H A VE SE AND SE 168TH ST. ELEVA T/ON = 459. 0 78 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WIIH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVA noN = 466. 086 FEET. VERTICAL DA TUM: NAVO 88 PER CITY OF RENTON VERnCAL CONTROL. BASIS OF BEARINGS: N0/ '47'08"E BETf\1:EN MONUMENTS FOUND IN PLACE ALONG IHE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 7863 AND 1640. NORTH . . <( :) _J J,_- SE 168TH ST 1646.62' N89'16'41"E --1,---~9-'!!l 28 GRAPHIC SCALE 0 15 30 60 a:::: w z a:::: C~II 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Mf,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS E:NGINEERS PLANNERS SURVEYORS 020 • 1th AVENUE KIRKLAND, WA 98033 0 425.827.3083 F 425.827.2423 1 INCH= 30 FT. ,--.----------.--..--.--,~:-----=,,.,.---r------,--------.;.;..DR~S ..;...;PR..;.;;.O~JEC.;;...;,T...;.;N~0._.;.16.;;..;;.0..;.;;;62;...__ __ A_-_N_N_N_N_N...,.N..,,._N----1 8 SURVEYED: SCALE· DATE: SJS AS NOTED HOR~~'TI~~"':,k\%,, Cl TY OF BETHANY CORNER 11.29.16 >- 1---+--------------+---t---t---t DESIGNEJSt.l P RELi MIN ARY PLAT ...,,,IE=co,=oo,,..,, --I Z REN TON PAC.E <( TOPOGRAPHY MAP ~o,:=~NG,..,,,.No--M--1 ,:1N~;:~:;;7izH Planning/Building/Public Works Dept. 16433 & 16451 111 TH AVENUE SE 1----"'2 --I ~ DRAWN: DATE APPR REVISION BY NO. APPROVEMAJ SCALEACCOROINGLY RENTON, WASHINGTON 98056 SHEET OF 7 w L._ __________ __.:.:: _______________________ ..1-_..1-____________ ..1-_..L-_..L-_..L-__;;;.;;... __ __._ ____ ...._ ____ ,L.... _________ ---1. ___________________ ,L-__ .;...J(I) z z z z z z z <( <( <( a: w z a: 0 0 >-z <( I 1-w co r U-Ki:: CCJRi<D~ ! -"; u '/i~. ~{ c.:::'L CC Pf,'Uf; C :·r:tiE'i -- ::T.i'iC::: /; 7 !).)'./!// or I I J I I I I I / ··r:t<C!:: C.<Y'.i HJ< APPROX. TR LOCA T/ON PER ARBOR/ST (!1§.f'/!/SLc,Lcl' (-::; ! 11 ::' 'J';'CJ'. APPROX. TREE LOCATION PER ARBOR/ST REPORT I' ts . 26 ' 27 -··'/. /! IS I I ,:·1·11 :\: ,. ( "''' ;jj vcU.U'ii 21 ; ,, .,,,, \: I'.. I•)", 1 I I 28 I:;,, ,29 34 ' O.G':" Cl- 35 6 I I I I I I 33 ' 5 I I I .;,-i·'s.,.· 3i3}ICI Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Mf,ND,OR,WA) (;_: 'W \Ji !{ 11 ;j I Ii I tu VOi. .. I' r'/,F;'.iJ':i-~JL. ~1 ,;:), PC. 1'.; :::}ic::: cou~\'Eri L:. · r I, 4 I I I I I I I I I ' I I I I ' I I 1---"--,-~-__j__-_l_T_J I I 7 1 l E ._ . , , ' ' JfilROII .i):"Jf' (-;,'" / .. ' ' ', I ' -' A / - / ' f ,/,.. -/ ' 8 '---. 1./ '.3,'\!' : I , r:-P.<:':f::tAt::h ·::1:c :10. '0 ry-.ir:~/10 cr:_i)(1 ' I J D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6W -7th AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 ,6 ' ' NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. I; BETHANY C RNER !''.[[)/\!":' i\ !A f'.J:::Li: ' I • ' . • ,·} 'I I I I I . I I I I ii l l:'jf DRS PT# 5120 5786 5787 5788 5189 5790 5154 -~-- 5155 5156 5157 ---- 5158 5277 5279 5280 5281 5282 5283 - - - - 5581 - TREE TABLE NOTES ----------------- 1. DBH = DIAMETER BREAST HEIGHT IN INCHES 2. DL = DR/PLINE RADIUS IN FEET J. SEE ARBOR/ST REPORT, DATED DECEMBER 12, 2076, BY TREE HARMONY FOR INFORMATION ON DEAD, DISEASED, AND DANGEROUS TREES. ONSITE TREE TABLE TREE TREE# DBH SPECIES DL HEALTH LOCATION STATUS 1 32 WEEPING WILLOW 32 WEAK ROW REMOVE 2 78 SCOTS PINE 18 FAIR ROW REMOVE J 16 SCOTS PINE 16 FAIR ROW REMOVE 4 76 SCOTS PINE 16 FAIR ROW REMOVE 5 10.5 SCOTS PINE 70.5 WEAK ROW REMOVE 6 10.5 DOUGLAS FIR 10.5 DEAD LOTS REMOVE 7 12.5 DOUGLAS FlR 12.5 DEAD LOTS REMOVE 8 79 ASH 19 POOR LOTS REMOVE 9 75 DOUGLAS FIR 15 FAIR LOTS REMOVE 10 14 DOUGLAS FIR 14 FAIR LOTS REMOVE ~- 11 12.5 DOUGLAS RR 12.5 FAIR LOTS REMOVE 22 17.5 WEEPING WILLOW 17.5 GOOD LOTS REMOVE 25 13.5 WESTERN RED CEDAR 13.5 POOR fl!. BUFF RETAIN 26 77.5, 14 WESTERN RED CEDAR 14 POOR m. BUFF RETAIN 27 12, 14 WESTERN RED CEDAR 74 WEAK m. BUFF RETAIN 28 15 WESTERN RED CEDAR 75 WEAK LOTS REMOVE 29 18 WESTERN RED CEDAR 18 WEAK LOTS REMOVE 37 12 COTTONWOOD 72 FAIR ROW REMOVE 32 12.5 COTTONWOOD 72.5 FAIR ROW REMOVE ·--- 33 22.5 COTTONWOOD 22.5 FAIR ROW REMOVE ---· 34 10, 14 COTTONWOOD 74 WEAK LOTS REMOVE 35 13 COTTONWOOD 13 FAIR LOTS REMOVE 36 70 BIGLEAF MAPLE 10 FAIR LOTS REMOVE OFFS/TE TREE TABLE TREE ORS PT# TREE# DBH SPECIES DL HEALTH -12 J, 6 BIGLEAF MAPLE 6 GOOD -13 10 WHITE ASH 10 FAIR -14 20 EXCELSA CEDAR 20 GOOD -15 24, 26 REDWOOD 26 ,; GOOD -----~ 5274 16 5.5,8.5 WHITE ASH 8.5 \FAIR -17 28 REDWOOD 28 GOOD .. 5275 78 5, 10 WHITE ASH 70 FA;R --79 27 REDWOOD 27 GOOD . 5276 20 13 WHITE ASH 73 TAIR 5278 21 6.5, 10.5 WHITE ASH 10.5 FA.IR -23 25 COTTONWOOD 25 POOR -24 13, 15 RED ALDER 15 POOR -JO 16 COTTONWOOD 16 FAIR -37 <6 COTTONWOOD 6 FAIR mEE RETENTION CALCULA T/ONS TOTAL TREES ON SI TE: 23 DEAD, DISEASED OR DANGEROUS TREES: J TREES IN RIGHT-OF-WAY: 8 TREES IN PR/VA TE ACCESS EASEMENTS/TRACTS.· 0 TREES IN CRITICAL AREAS ANO BUFFERS: J NET TREES: 9 TREES TO BE RETAINED, REQUIRED: (9 X 0.3) = 2.7 (3) 0 TREES TO BE RETAINED, PROPOSED: REQUIRED MINIMUM REPLACEMENT INCHES: 36. 0 REPLACEMENT TREES WILL CONSIST OF MINIMUM 2" CALIPER TREES. SEE LANDSCAPE PLANS FOR MORE DETAILS. TREE LEGEND DEAD, DISEASED OR DANGEROUS TREES (PER ARBOR/ST REPORT) TREES TO BE REMOVED NOTE: TREES REMOVED IN WETLAND AND WETLAND BUFFER AREA TO REMAIN WITHIN THE WETLAND AS SNAGS. LOCATIONS PER MIT/GA T/ON PLAN TREES TO BE SAVED ANO COUNTED TOWARDS TREE RETENTION REQUIREMENT l/;to OFFS/ TE TREES VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERnCAL CONTROL. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CAS£./NT£RS£CT/ON OF 116TH A VE SE ANO 5£ 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 7640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS: NOi ·47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG TH£ EAST LINE OF TH£ NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. <( ::J _J a: w z a: A-NNNNNNN o ,---..----------------------,---,----,----,.-S-UR_VE_<E_D,------.. S-CA-LE-,------,--------,------------------,--------------------------------,"'DA"TE'"1-----I 0 SJS AS NOTED HOR~\l'J\;.:''.~vl,k\%,, Cl TY OF BETHANY CORNER 12,20,16 >- 1---4-----------------f---l----t---i DE51GNEJSM PRELIMINARY SHORT PLAT t,,F,.,,IELD""eo"'o,,-, ---1 Z RENTON ...... PAGE_, _ _,<( ONEINCH TREE RETENTION PLAN AND TABLE DRAWINGNO I DRAWN: CYW 1---1-------------------1---1---t---l cHccKrnJSM ATFuccsc,LE Plonning/Building/rJublic Works Dept. 16433 & 16451 111TH AVENUE SE C3 f- 1------i IF NOT ONE ONCH w NO. REVISION BY DATE APPR APPROVEMAJ SCALE ACCORDINGLY RENTON, WASHINGTON 98056 1-,,.,H,"'ET.-3-""0"",,-7-1 1....., ____________ _.;.. ______________________ ____. __ 1...-_____________ .__ _ _,__ _ _._ _ _._ _____ _._ ____ _,_ ____ _._ __________ ____._.;.. ______________ ....,...,.,..="="'=="'""""--:-=~a:i DRS P OJECT NO. 16062 , _,, -,.,_ .• ,, ·· • •.•,.,,.----,:.,""-,;·v-,-,."-"•'·":" z z z z z z z <( ~ 0: w z 0: 0 0 >-z <( I 1-w ro 1.:;:,Ni>: COi1>l n (1 ?.'!\ X :tL Ci" i>FOF' CGHt-F' '-J TRACTB SENSITIVE AREA 409 S.F. ;-~{ (> i) f('. NE 1/4 f-"i'i'.Ji'iO 1 "'.t'. "//. '', 'i_'.)1/ IG -'.;r.;:: \ ,\\cii\'.D "1r:: ::'!:::,: :or: >:·'i, . L" ;:;_ i '!t / ur rir?ur:: ;;Jf>!E"( ~--426----4'-'-'-~-""-'---'-' \c:.• -"·'---,,, n "i ., ! ----,_')) • J \::;"a) ---;-,, I ) ":\·8;:: ) . ,; r ------~ ;]-:17--·,:rr--- I '· .f I I /ij f:_i I . ii I r i] r------, I I I I I I I I I I N, -:-;_w·;f, :-r r I 5 I I I I I I I 6,734 S.F. I I 4 I I I I 5,948 S.F. I I Ii~ i9 / 5,94] SF : :~ :/l ,,z,. i '! I 1L 12, : ,5,?~!~flF. I I I I I -1.>x-:rr::P I -·:-.,;(:!--:.:(Yi\!Ll'.'. iS :1.1: ,_;_ ;( o."n, :./ rT'U? ;~,;r~1,1c:: I I I I I I • I 1·•n•-,.-",; --!!_ ----_J \ . -:1 (.',.' (Q--1 ~-~ I ~1 I . ~I r·:_::·1<T 7 ----I . ,. " .... ,. l j J.,.'.J !.. •• .)·· •c_ I I I I I. 6 I / 6,705 S.F. / I I I I I I I I I I I I I ~ I I I ~ I I I I I I I I I I ' I I ~o:.__JQlNL_ UTILITY ]t ___ ) I, EA SEMEN r---/ - _ _ (TYP.) i ._ -I --f'"-i--4' """-iii I I L ________ _J I ~"l /Or JOINT UnUTYJ l II \ ,1·, I EASEMENT I ---I (TYP.} I YTURNl~I I AROUND EASEMENT: !: 7 6,147 S.F. 1,- 1 I. I I I I ,, ,,i 1 ·· .. • / 6,148 S.F. 8 I I" ) ( ., I .. r--~ I I I I I I I 6,148 S.F. I I I I :1>:-"r: . ' J I I I I I I I I -, " ; I I J. JI ,, 11 ii :J I ,1 i• ~ D.R. STRONG CONSUL TING ENGINEERS j C.1'WDfir __ _ ~:J,1,--,l,;1',; 1J.:, !f>, .J) l "j'; L _______ J L ___ _ W.M. ' ) . , I ' ~ I • I :-1 I J :{·, . . . n 0 '\ I .,(;; / ·1zµ:,:',.uc:u:. STA..( 20+.00. 00 ROAD A = • r STA., 10,45.27 (111TH AVE SE ( I 1:,·-:c<)Ci./! ff"<J.Ji,F: !H(H CL PRELIMINARY SITE VOLUME CALCULATIONS CUT VOLUME (CU. YOS.} 11 FILL VOLUME (CU. YDS.} 9,966 NET VOLUME (CU. YOS.) 9,955 IMPORT *THESE VOLUME CALCULATIONS ARE APPROXIMATE. CONTRACTOR SHOULD USE THEIR OKN CALCULATIONS FOR CONSTRUCTION PURPOSES. "INCLUDES DETENTION VAULT EXCA VAT/ON GENERAL NOTES PROPERTY AREA: 79,710 S.F. (/.83 ACRES) AREA OF WORK: 84,610 S.F. (1.94 ACRES) (DOES NOT INCLUDE OFFS/TE STORM AND UTILITY CONNECTIONS) I. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED DROP OFF SITE. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. 3. ALL EXISTING STRUCTURES TO BE REMOVED. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH= 30 FT. <( :::) _J z z z z z z z ~ a: w z a: 0 0 >-z <( I 1-w co LO Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) --- TRACTB SENSITIVE AREA 409 S.F. ;/;7 j1 r<>JCF ,s :). (~, •:i cw it'_ I I I I; I I;! I I. I I NE 1/4 :_;u:1;['; j H-~tl/,H 'ff:!°\'-~ ,:·, '::,w PLnS li'.., \.;AP .ST1\i/l,;l:.D \\!Ft ':;:::}iOF (-1-'.?1 -i" u.·1··r: _>" '.": S')i. /'11-' !·Ti-;_;c CU!·(t,F::!-'. J,,,,,,--- \ /,,.. \ , ' I ' I I I / I ,' ,J " I I I ,-------, I I I I I I I I I I I 4 I 1/ 5 . [ '.:'. I ,I,\ 6,734 S.F. -I . \ I I I I I I I I 5,948 S.F. I I I I I I / \ I \ I ; I I I I I I I TOWNSHIP 23 N, RANGE 5 E, NYCORNER 1.:;::r,1cE. co;:;_(:Ei? r-:'l: ,·,,. • .)_ , -r ~ , .,.,.. ..... -"• ·~ -'' ·-.--~,- 'J....y· I I --' , I ------r ij7• ,-;:r\---- I ! ,;; , 1 • ··11 ~ 1'1· ~ I I\/""'--' ~ If ' 11 I / ,:-; 1 1 l 1 I; , 11 I I / 1·.:. ;' ki ·, 'L , • . .... J.... . I ; ' 1'1 I : 0""T'1;,,, /'./,-C7h II 3 i 1:; IJ . ,, \ '1l,•• I".· I. ' I'· 1,i ,<. . ' I ·'1' I 5,948 S.F. , V ;1 ,5,94B;iS'.F. I': I 11:, :;/1 ... 'r,'.' L.tf: I I , I I I f I I I \ I lo"D I I f: I I I ', I I J.-. I ' I• I SSiVl!-"i :;:i\J -4S7.CC :,;: · 423-G:;- '.::;--·-r: \\ ,J,1']\{1 W.M. I -··-! \ I --\ I' :, ri II ii t DETENTION SUMMARY: EFFECTIVE STORAGE DEPTH = 5 FT STORAGE VOLUME REQUIRED = 22,080 C.F. STORAGE VOLUME PROVIDED = 22,667 C.F. WATER QUALITY NOTE: WETVAULT DEPTH = 5 FT WETVAULT VOLUME REQUIRED = 6,266 C.F WETVAULT VOLUME PROVIDED = 11,JJJ C.F <( :::> _J /// !// I I :' .1. / I ;~ hrr --,!..... --__J "--·-',, ;v r;; 1 ~.~ -'.~: '! H'\ I T ,., --,_ -'= ----==::L. II '-1.. .. ti i f k I ····1'·-.. 1t-r: L _______ .'c.J. " • 41· ---"'--·---_J . -.. ____ _ I I I I L. ______ _J I I 1/1 1/1 OF I I ii·, :--::: I I --=-==-== 4•~'-"t~ 1 -"1;;! ·1·r 1/, .· '"\ -'! t.:l..ii~NEH \ I PF''.)P C'.JR; ri i ,1 ti l\j <.o ~ ~--., :~.I ~I I I I I ; ! : : 1 , I I I I I I I . I ---, I I FL\CE !l.j----1 ( JJ:i'L (;;-.".) I I 6 I 6,705 S.F I I I I I I I F-'U·-!CL Ii·! j :; i'W DT -- . ., .~ ! ~' ~~ 1<''1·· ,------.-:",,, ,-:;=~;~';+ I \ ts I I ··1 \ ,\ \ r· ---_I 1 I I I' .. I I I I 1· ! \ : J j .. .. . ' .. , , I I , ......... ',-'Y[•i):·,>,·:::,:,::1:::.11 ,·I I I , ,,I~:,' .,-.. , -, I I \ I I 7 /,,/ ,::,,, .. ,-8 JI II .9'~-·--t, I 6,147S.F 6148SF. / I' ,1 ' . . I 6,148 S.F. I 1 '· ' I i I I I I 1/ .,,,,, .. : 1u,, I I I I ,-, , I ;I , I I I I I ' ', : ·I . I I ' ' · I I I , · ' I·" I L -. I .. ______ J L ____ --!,J J --r. ----- 11.:;,;:---::-..~,;;;,,i-,---_-_-_-:_-_-_-_-:_-_-:_-_-f_-_-:_-:__-4-24--126---1 I!. · · /,' ====~-::----::--+--_:_-422 I, ii I 1 I !I \ :I : ij \;1;:\.:H i?!L; ···--?2GAC '. •' . . . ~ .. . . .· .. -·-·· ·-··-· '~ 422 ,: .. o:_j>IC- ' . .LL\ l ZH ! .:i'' 0. ;! ,. ' o:: .. n;(Qi')F:t{·r·( ' .. ;or<t-iF:·; i T (.\ ) I I DETENTION WATER TREATMENT VAULT 46'x100'x5' I'd·-' >J-.l CB 1 ""'.;-~'.f/tl ;:-;:;.A -.. ,,:./,J .. :)6 CONNECT TO EXISTING 12" CONCRETE STORM LINE UAL/TY NORTH GRAPHIC SCALE 0 15 30 60 1 INCH= 30 FT. a: w z a: A-NNNNNNN o .---...---------------------r---r--'--r---,r"'.,:::u"'~.,~,.=-o,------,.':':,c'.::,c~,------,--------,-----------------.-------------------------------.,,DA:!"1TE!",----I 0 SJS AS NOTED Hoo/,\('J\iLN1ivl,k1%e1 ~~ Cl TY OF BETHANY CORNER 12.20.16 >- DESIGNEJSM PRE LIM IN A RY SHORT PLAT '""""""'ws=aa,,-, --i ~ DRAWN CYW ONEINCH ~ R E N T Q N DR Al N AGE CON TR Q L PLAN ..,,,,:::=:11Nc=Na,,----1 I D.R. STRONG CONSUL TING ENGINEERS 1---1--------------t----+-----i ENGINEERS PLANNERS SURVEYORS CHECKED: 620-7111AVENUE KIRKLAND, WA98033 0 425.827.3063 F 425.827.2423 1---+---------------------t----t·---t---1 JSM ,TFucc sc,c, Planning/Building/Public Works De.pt. 16433 & 16451 111 TH AVENLJ E SE C5 l- 1r NOT ONE INCH w NO. REVISION BY DATE APPR APPROVED SCALEACCORDINGLY RENTON, WASHINGTON 98056 "'"'"'""""°5--,0'°"c-7-t L_ ______________ ..:..:,.:_ _____________________ _L_--1.. ______________ ..1,__-1.._-.J. __ .__;;:MAJ:.:..... ___ ._ ____ ..1,_ _ ___:: __ -1.. ___________ ....1... _______________ """"""'""'n"1=..=rvi',.l,;:-r:~=~ co DRS PROJECT NO. 16062 z z z z z z z <.( ~ cc w z cc 0 0 >-z <.( I 1-w co <.D Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) '°-T:H.:C c;y;;\;[J; :; 0.:/: >: c1-2'r:, or f·'FIU:'1 COHH;::;;: ;/;7 /;/ I I ,,c;r :;-; '..:.'.)''!} CF If "' . OVi PL/1 ; !lC C,\p :;:;·r/.xiPFD ''\v:·~ U!S>;:,::, ?0.;;1,:." (· ,-·H. / ,-------1 I I I I I I I I I I I 4 I I I 1 F/i\i -,1,51 ,'.;u !l -4;2:s.:s::: c·:T: c: ;J\i'i ··C:L I 1, ,,, I : I g W.M. i i .I ! ; fi ij LEGEND ll!l TYPE I CATCH BASIN CJ BIRDCAGE CATCH BASIN C, SEWER MANHOLE ~r WATER TEE :::, ~ FIRE HYDRANT l"il WATER METER ~ GATE VALVE l WATER BEND + WATER BLOWOFF I I 1/; I I I I I ,. ~,,;:'',' ~ I "' <.( :::, __J I I /// !II I I 1%~ I }'.F:f,iC{ r,r ,,,,,,,.,.,1c, I I ' ,, , I I i). (;()i?f.1;:;·~ I I / F c-!•!CF i,:CY'H>; ''.': · ii I' J I 1/ 'I I, ,. (r --, ' <o 0 ~ I I " ' I F/\CF. ·S'----l ,',/ G.Ci. 0'· ;;:,/ I I •• ,) 6 I I I I I I I I I I I I I J FE\U ·1 I rr-: 11 u-ii --J -:;S),iH ,~1u-., .. 420 . .1.e, 'f:,,.-,)07. 71 I I I I I I I I L ______ _J '. ·,,; •: /; .. ;,:1, '.,- ., -~-t.I_:·l.:1[i__1 _ -=-=--"-J=T·--,J=. .... ---.· ·.-i • r-7'1 . 1 -----~'1 I \ I I I ,----1 :' : : I I l,,/1 I I I .. /. I I 7 11~:'I .... · I I I " I 8 I I I\ I / 1 I I I I I I I ' 1 1 1 , 1t. I I I I; i ~ I I , , i . / ______ J L ______ _1.J [, ,--/. ,,,.. . . J I ·. I I ' I -~ ' -'"'i'''''·,,:,211·,,11 r::, I I I ,.1,. 'f '.ilcJC/c.C':' ,: (JUWM ·1 'I I I ' 9 I "" I ;;:, I I I I I I .L _____ _J I I I I I _J _______ : ,. i:: : '.:+ ::::::::_:::: r::::: ::r ------------------.. ____ l -\, __ , ,~;,;;;::::;,..1::Hrri//'!il;f',/1/ ---------~---------------- 422 '\lULL::'l HYJIS' !\)'\,J Of'." Pf<r:1r:,;:pr1 C:_)f{"ii:'.? !i i: !! ' ' ' ' i\;L\:·:c/).'f :.12, H::,"'iUC.71 ~_;::;:A, .. , ' H' J A., ~\ ("' NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. cc w z cc A-NNNNNNN o ------------------,-.----.--....... ------.------.-------.------------..---------------------....... ----10 DATE: D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620-7th AVENUE KIRKLAND, WA 98033 0 425.827.3083 F 425.827.2423 SURVEYED: SJS 1---.... -------------------+--+---+---I DESIGNED: JSM DRll'NN: CYW SCALE:: AS NOTED VE:RTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 BETHANY CORNER 12.20.16 >- PRELIMINARY SHORT PLAT ""'a,=,0,0=0,,--1 z ONEINCH GENERALIZED UTILITIES PLAN ...... ::-::.IG-NO,--~ CITY OF RENTON 1---1-------------------+---+---+---I cHec,rnJSM /'"it~";c;~~H Planning/Building/Public Works Dept. 16433 & 16451 111TH AVENUE SE C6 I-- NO. REVISION BY DATE APPR 1-Ae-,,-,Ve-MN------l SCALE ACCORON<GLY RENTON, WASHINGTON 98056 i,,,,.He"'cr-,6--,o,,.,,-7-t W '-----------------------------------..L...-..L...---------------..L...-..L...-..L...-..L..._.;;::.;:__ __ --1. ____ ....1-. _ ___;;;; __ 1.-_________ ---1. _____________ ----,=.,....,.,=:-n=.,...,.,i..-,.,,~=~a) DRS ROJECT NO. 16062 z z z z z z z <( <( <( a: w z a: 0 0 >-z <( I f-w co ----44 5 440 tw Cs __, 435 430 425 -------- 420 e-----~---··-·------ ' ~-ca ,. <O ..,. "' <o ,-. <o "' "' "' "' ..,. ..,. ..,. 'I- 2 3 +20 2 2+80 60' RO W WIDTH . . h t3 ±19 -2 /' PAVE.ME.NT WID Trl 35' i----[;j El - CJ 5 c:, < 13' LANE ±6 -8' EX PAVEMENT ~ i:: ,, 6 ts 5' CEMENT 8' CONCRETE. PLANTER SID E.WALK ,, ,_ 6 CURB 12 " S TORM PIPE~ CATCH BASIN & STORM SE.WE.RS (TYP.) 6" CRUSHED ROCK BASE OR 4.5 " ASNIALT TREATED BA SE COMPACTED SUBBASE. -2 ·--- - VARIES ±1 3' -15' -- tw ~ "' c:, __, ~ h :::, '--' C) s,:--- ~ " ~ 6 __, C) e5 < "' "' i:: [;j ~ 6 VARIES ±3. /' -38' EX. CRUSHED ROCK BA SE CO MPACTED SUBBASE 2" GRIND AND OVERLAY CLASS 8 ASPNALT CONCRETE EX. 8" SANITA RY SEWER/ 7 7 7 TH A VENU E NE N TS URBAN RESIDE.NT/AL PUBLIC ROAD 25 MPN DE.SIGN SPEED 8" WATER MAIN NE 1/4 St-C T/ON 29, TOWNSHIP 23 N, RANGE 5 E, WM. 1.00% <o "' C) C) Ki <o <'i "' "' ..,. ..,. ..,. 22+40 BETHANY CORNER . "' o, <o "' "' ., IQ ":, Ki ,C Ki 0j I() "' "' "' .. ..,.. ..,. ..,. ..,. 22+00 / --- L. P. ELE V 425.27 L.P. STA 21+50. 79 PVI STA = 21+10. 79 PV/ ELEV 425.07 A.O. = 00% K = 20 SC C) 6 ct C) C) c; C) -j- C) "' t "' 00% ROAD A ----··-·----------~------+------~------+-----~-----+-----+---- 21+6 0 " 0, CT] 0, '') 0, C) 0, ., "' "' c:, r,·j Ii) l<j <6 "' <6 "i " "' "' "' "' ,, ;,' "' "' , . ..,. ..,. 'I- ..,. ,, ... ----------~----~-----~----~----- 21+20 s· CEMENT CONCRETE SIDEWALK '.5%~AX) 20+80 20+40 /J' LANE 6" CURB <o 0, -o, 0, ..,. ., ,,; " " " "' "' "' "' ..,. ..,. ..,. ,,. 20+00 53 ' R.O. W. WIDTH 2 6 ' P AVE.ME.NT WIDTH 13 ' LANE CATCH BASIN & STORM SE.WE.RS (TYP.) 8 " WA ~ R OAD A 6" CRU SHED R OCK BASE OR 4.5" ASPNA L T TREATED BASE CO MPAC TED SUBBASE NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPN OE.SI GN SPEED 0 0 10 20 1 INCH = 20 FT . HORIZONTAL 2.5 5 1 INCH= 5 FT. VERTICAL 40 10 8 ' 5 ' CEMENT 6" CURB-r --CON CR ETE SI DE WALK / .5% (2% MAX) ~--- " 6 "' i'; '" c:, [;] . . <( :::) _J a: w z a: A-NNNNNNN o ~-----~-----------,----,----,----,-------,-------,-------.------------~---------------------~-------,0 OATf.: Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND ,OR ,WA) D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620-7th AVENUE KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 SU RVEi':O: SJS f---+----------------------t---j---~-;----J Q[Sl:Ji'ICD: JSM DRAWI-L CYW CHECKED 1---+----------------------t---+---;----J JSM DI\TE AP PR APPROVrn : SC.l.L:: AS NOTED i c :,J E IN_CH_--l I Ar FULL ssA'_E !F r~OT ON E IMC :1 SCA LE ACCORDINGLY ·,ERT'>L: IJA\'D 19SB hCRIZ'.l\'IAL: t1AD 1983/1991 C\TY OF I< Ei\l TO r\J Pla n ni ng/Bu i lci i ng/P,,b l ic 1/'/o r k s De p t. ROAD BETHANY CORNER PRELIMINARY SHORT PLAT PROFILE AND CROSS SE CTION DETAIL S 12.20.16 >- f,.F~IE ,~Oe~-,J u~,-, ----j z ._'_AG_E, ____ _, <( DRA'fll MG N::J· I 16433 & 16451 111TH AVENUE SE C7 f- RENTON , WASHINGTON 98056 .__,H E-.Ee,7--0 ,,-7-f w co L__--------------------------------~~~~----------~-~-~-~----~----~---~---------~--------------,o=R=s=-=p=R-=o....,.J=Ec=T=:-',-N""'o,-. ...,..16""'0=-=6='2 MAJ BY NO REV ISION z z z z z z z <( <( <( a: w z a: 0 () >-z <( I 1-w Cl) \ / SE 166TH STREET c-- - Ce.II 2 Working Daya Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) -- TO'l'INSHIP 23 N, ~ ' ' I I I I I I I __L I I I I ' ' '-~ ) ~ ----- bJ ~- tj ~ 'C 0: iS --- ~ SE 162ND STREET ~ -- ~ --~ f----------- -- - -,- SE 164TH STREET ~~ ~ ~ PROJECT SI TE b,J b,J PROPOSED -PLA T OF ~ r----t--------J ~ ,-------•--------------BETHANY CORNER b! f-------------~ 'C -- iS "i---~ - f----------- L/ W.M. --- f----------- """I ~ ' 1 <( :) _J W-~~~~~i ~ i------J~-------• ~ 1-----\ -~ r---------+------' ~ (/j i-------+---1 t:! (tj ~ ~,------+------'C b,J i-------+----1 ~ \ - . -, . SE 166TH STREET ' ~- D.R. STRONG 'C iS 'C i------+----J b,J ,~-L_---f------~~1--,-------.----J----------13 iS ~---~~i------~--~~,----~ -- SE 168TH STREET - I ~/" I I rY-' C?'(I SE 169TH PLACE J--- I n I I U __ / -----,L---1 -' -·-- ~ SE 169TH STREET -'C ' -- -- iS f----1 co --i---------1 / --" / NOTE: FEATURES SHOWN ON THIS MAP AR£ DRAWN APPROXIMATELY USING KING COUNTY IMAP AND CITY OF RENTON MAPPING APPL/CATION. ADDRESS: 16433 & 16451 111TH AVENUE SE, RENTON, WA NORTH GRAPHIC SCALE 0 100 200 400 1 INCH = 200 FT. cnY Of REe~ON RECEIVED DEC 2 2 2G\6 DEVELOPMENT SERVICES a: w z a: DRS PROJECTN0.16062 A-NNNNNNN 0 -.---.----r-::=:-----,=-::------,-------r-------------,.----------------------,-,,,.,,,-----10 SURVEYED: SCALE: DME: SJS VERTICAL: NAVD 1988 BETHANY CORNER 12 20 16 >-AS NOTED aoe,,o,r,c, "'" ""1"" C I TY O F • • PRELIMINARY SHORT PLAT "",,,=,,,0=0 ,,-----1 Z l _ ___c>NE~':""__-I REN TON NEIGHBORHOOD DETAIL MAP i=:::=:IING=No,---1 ~ CONSUL TING ENGINEERS l---+---------------+---t---+---1 OESIGNEJSM ENGINEERS PLANNERS SURVEYORS 620-7th AVENUE KIRKLAND. WA 98033 0 425.827.3063 F 425.827.2423 ---1----1---r::::DRA=WN:;'.°· -----+--------t CYW r ,;rNit~Ni°:'eiZH Planning/Building/Public Work 9 Dept. 16433 & 16451 111 TH AVENUE SE N1 I-CHECKED: 1---+-----------------+-----t·---+----t JSM NO. REVISION BY DATE APPR APPROVEMAJ SCALE ACCORDINGLY I RENTON, WASHINGTON 98056 "'s""HEE""r,-, -,,,,.,,-,-1 W L--------'-----------------!.:.-----------------------L---'--------------------L----'-----1L---...L..-.;;;;.;; ___ ---1L-------..I.-----...L..------------...... -----------------------....... -----'Cl) ~ -------:::::,.__ TRACTB ""- 1"' I TYPICAL OFFSITE TREE TO B~ RETAINED. SEE CIVIL SET SEN SIT/ VE ARE A 409 SF I \ I I I I I I I I I I I ' r -·----·· -----·-· _i --1 ;· -----------~ --1 \ \ , , TYPICAL ONSITE TREE TO BE --~~-~ I , I / I / ! I I I I I I I I I RETAINED. SEE ClVIL SET I; I I 3 008800-0470 4 008800 0480 ' I I I I I I , I I I I I I I I I I I I I -CJ) (D -cf' CJ) C>I !.d ' "f ~ m r, ~- 0 z 6 'E I / I ' o· .1 ~1·,i 5 6,134 S.F. I / I ; I I I I 1 1 \ / r / I , I , ' I f--------_/ ----_J ' I r ---: I : I L ---------, I : I : I 6,70~ SF ! I 1 I : I I I I I I I I 4 5,948 S.F. 7 6,147 S.F. I : I I I I I : I : i' ______________ J I I I I I I I I L_ --------------_J I I I I I I I I ! I I I ! I I I I I ' I '. --I /1 I ,' I I ' I I ,' I I , I I I I I I I I I I I I I I I I I I I I 3 5,948 SF ' ' , ' ' \ ' I I I I I I i I I I I I I I I 2 5,948 S.F. , I '-i I I ----1 L_ :··"\ /~lt' ~ --\ ' ' ' i I I I I I I I I \. --I J .L r I 1, I ' • ' I I I I I I ! I I I ! 1'----- L ---------·--....;;,,.~.~-- ... _ ------" -------' ', -I I I ' I \ • I \ ' I . I • ' \ I ' _____ [ 9 I 6,148 SF. I I L ------------·--_J I I I I I I_ --------------------__ J -. , ---- i _.I I I I I I I I ! I I I I ' ' ' ' ' r··------1·;--.1 ' , 1 7,119 S.F. I , I I I I I I I I I I I I I I I I I I ' I L. ----. ------·---t-____ ..J ' --' --' ,-, 11!1 ~~~~:00--Jl~++--LANDSCAPING TO BE INSTALLED AT 0 0 TIME OF BUILDING PERMIT STREET TREES TO BE INSTALLED AT TIME OF PLAT DEVELOPMENT LAWN IN ALL LANDSCAPE STRIPS, TYPICAL. HATCH NOT SHOWN. LANDSCAPE CONTRACTOR TO CALCULATE QUANTITIES ' ' ----~ -J11 A~i-.-.::!-1=-===-=--=--=-=-=-=----:!:==-~=--=-~:::::=:;;::::;;~--~~~1~~-8~--o;;~.~--5;1 ~~\;;·~ ::;;_~2~;~-c;,_ 2;7~.~~~---~-~-~--=;~~~,-;. -;-;;_;_;_;_~~;~~ _ ___ __ __ _____ ____ __ __ __ __ _ 270.00(P) I ---- 5 ;/ io8soo-0490 Ii -. ---'\l .. I • ' I "' I I E8 0 20 NORTH 1" = 20'-0" CITY Of RHrfON RECE!\/EP DEC 2 2 2016 DEVELOPMCN T SERVlCES 40 80 SHEET SIZE 22" x 34" (J) ZB 0~ U) 5 > V) w~ 0::: c:i z JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: JMV JMV 12.17.16 AS SHOWN RENTON L-1 SHEET 1 of 2 ' I . • @ ® @ @ (@ ® TREE PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE TREES Tilia americana* Linden 9 2" cal** Acer griseum* Paperbark Maple 2 1-1/2" cal Ulmus americana* Princeton Elm 9 2" cal** Acer truncatum x A. plat. 'Warren's Red'* Pacific Sunset Maple 2 1-1/2" cal Acer circinatum* Vine Maple 3 1-1/2" cal Acer ginnala 'Flame'* Amur Maple 2 1-1 /2" cal Acer palmatum 'Bloodgood'* Japanese Maple 3 1-1/2"cal Prunus x yeodensis* 'Yoshino' Flowering Cherry 1 1-1/2" cal **36 total caliper inches required for tree replacement. See civil set for calculations. A total of eighteen 2" caliper replacement trees are proposed. 18 trees x 2"/tree = 36 total replacement caliper inches provided. *Considered drought tolerant in Pacific Northwest once established REMARKS Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-1 O' ht Full and Matching, min. 8'-1 O' ht All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F}(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees. PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REMARKS SHRUBS and GROUND COVER Viburnum davidii* David Viburnum 9 2 gallon Nandina domestica* Nandina 14 2 gallon Azalea sp. 'Hino Crimson'* Evergreen Azalea 15 2 gallon Miscanthus sinensis* Maiden Grass 28 2 gallon Pennisetum alop. 'Hameln'* Dwarf Ft Grass 21 2 gallon Euonymus fortunei 'Emerald n Gold'* Euonymus 13 2 gallon @ Lavandula sp.* Lavender 21 2 gallon Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching @ Rhododendron 'Purple Splendour'* Rhodie 21 2 gallon ~ Arctostaphyllos uva-ursi* Kinnikinnik Erica sp. 'Mediterranean Pink'* Heather As req'd 1 gallon As req'd 1 gallon Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. Full and Matching/Plant 30" o.c. Bergenia sp. 'Bressingham Ruby'* Elephant Ear As req'd 1 gallon Fragaria chiloensis* Dune Strawberry As req'd 1 gallon Plant in groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established ezD Lawn, shovel cut transition between lawn and landscape beds See notes this set for additional lawn areas with hatch pattern not shown. LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IIS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR 'i: w" w (lCX ,_ 2"x2" LODGEPO_LE TREE STAKES~ OR APPROVED SIMILAR , INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1 "-2" HIGHER THAN IN NURSERY WATERING BASIN --- PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL I'-----PLASTIC INTERLOCKING TREE TIES SEE DETAJL ABOVE ~~ REMOVE BINDING TWINE, BURLAP, AND WIRE, TYPICAL 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS AND CURBSIDE SPECIFIED PlANTING SOIL UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR 3x ROOTBALL WIDTH D IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PlANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKll'-JG DETAIL NOT TO SCALE ~-c--PRUNE DISEASED AND BROKEN BRANCHES _-,.;:;;:i::-REMOVE TOP 1 /3 OF BURLAP 2" SETTLED DEPTH OF SPECIFIED MULCH !J&;it---FERTILIZER TABLETS/SPECS &"""H---SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY ~-1---FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE >-(I) V) zis 0;:::: Cl. V) E2 > V\ ww Q'.'. 0 w ~ 0 ci z ~ .. ) >-w ..J JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: JMV JMV 12.17.16 AS SHOWN RENTON L-2 SHEET 2 of 2 i i \_-.', -~;_ TREE PLANT ~CHEDULE BOTANICAL NAME TREES -Tilia americana* '!,-,--,_-'..,.,......, __ ,___ Acer griseum* COMMON NAME Linden Paperbark Maple QTY SIZE REMARKS 9 2" cal** Fu and Matching, min. 8'-10' ht 2 1-1/2" cal Fu and Matching, min. 8'-10' ht /1· ......... ·---· -___ -____,_ Ulm us americana* .\ -"C:A_ 'i: --\ -r \ ' ,. -!!. -Acer truncatum x A. plat. 'Warren's Red'* Princeton Elm 9 2" cal** Fu and Matching, min. 8'-10' ht Pacific Sunset Maple 2 1-1/2"cal Fu and Matching, min. 8'-10' ht \ \ Acer circinatum* Acer ginnala 'Flame'* Acer palmatum 'Bloodgood'* Prunus x yeodensis* 'Yoshino' Vine Maple Amur Maple Japanese Maple Flowering Cherry 3 1-1/2" cal 2 1-1/2" cal 3 1-1/2" cal 1 1-1/2" cal **36 total caliper inches required for tree replacement. See civil set for calculations. A total of eighteen 2" caliper replacement trees are proposed. 18 trees x 2"/tree = 36 total replacement caliper inches provided. *Considered drought tolerant in Pacific Northwest once established Fu and Matching, min. 8'-10' ht Fu and Matching, min. 8'-1 O' ht Fu and Matching, min. 8'-1 O' ht Fu and Matching, min. 8'-1 O' ht All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees. PLANT SCHEDULE BOTANICAL NAME SHRUBS and GROUND COVER ov; Viburnum davidii* · Ni Nandina domestica* Ai Azalea sp. 'Hino Crimson'* MG Miscanthus sinensis* FG Pennisetum alop. 'Hameln'* COMMON NAME David Viburnum Nandina Evergreen Azalea Maiden Grass Dwarf Ft Grass QTY SIZE REMARKS 9 2 gallon Full and Matching 14 2 gallon Full and Matching 15 2 gallon Full and Matching 28 2 gallon Full and Matching 21 2 gallon Full and Matching ·----·~~--··-·-·-····-,~3 Euonymus fortunei 'Emerald n Gold'* 1 Euonymus_ 13 2 gallon Full and Matching {~ Lavandula sp.* I RH! Rhododendron 'Purple Splendour'* ~~ Arctostaphyllo~ uva-ursi* . ~"'-"''\."'-"'"·"·''"s · Enca sp. 'Mediterranean Pink'* Bergenia sp. 'Bressingham Ruby'* Fragaria chiloensis* Lavender Rhodie Kinnikinnik Heather Elephant Ear Dune Strawberry Plant in groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established , -· • < < '\ . · J Lawn, shovel cut transition between lawn and landscape beds 21 21 As req'd As req'd As req'd As req'd ----~ ,,._ See notes this set for additional lawn areas with hatch pattern not shown. 2 gallon Full and Matching 2 gallon Full and Matching 1 gallon Full and Matching/Plant 30" o.c. 1 gallon Full and Matching/Plant 30" o.c. 1 gallon Full and Matching/Plant 30" o.c. 1 gallon Full and Matching/Plant 30" o.c. LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDfTIONS PRIOR TO STARTING LANDSCAPE WORK. 2, CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID .DISTURBING Alff UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF Alff DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. i~R SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FlNAL INSPECTION AND ACCEPTANCE i 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFlC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES /JS SPECIFlED BELOW IN THESE NOTES. 5. 'fi?rN~SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF. PLANTS THAT ARE REPRESENTED BY SYMBOLS ON 6. SUBGRADE IS TO BE WITHIN 1L10• OF ONE FOOT /JS PROVIDED l!l OTHERS. ALL PLANTING ARF/JS TO BE CL.EARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2 DIAMETER. 7. 4• DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL 8. ALL BEDS TO RECEIVE A MINIMUM OF 2• FlNE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFlCATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDmON. Alff REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL. WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT STS I EM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDmONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS. AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDmONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISF/JSE. INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. · 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 1oo,g DROUGtrr TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FlRST 1WO (2) YEARS. 12, HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2• DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 'YEAR I '---IPRUIE, DISEASED AND IRCJKEl'I IIWICHS •"----l'Ulffl) IN1!RUiciaiiG m:·m RNII' 1RtE 1•-r llllHER TIWI II NURSERY' •TERIIO BASIN---... 12" IIN. FOR WOOD STMl!S at 1r FOR AEBM D . ' SI!! DltlM. "10if. ,---· ll!MCM: mllllG 1WIE, BURLAP, AND WR, 1'IPl:AL ' 2" SETIUD DEPTH WIIH SPmFIED MIi.CH FERII.IZER TAll.£1S (4-21 GRAM-20-10-0) SCf.RIF't' Plf SIDES AND IIOT10M :;,._~FRI. NA1l't'E II ra.iU. AUGER l"xe' DEEP HCU OR 1HROUGH IWIIII AN) FU. Wffll ROCK. VERIFY GOOD DIWtMGE PIIOR 10 PIM1IIG. N01E: DO NOi' PIERCE 11IEE ROCJIIW1. WIIH 11IEE SrM<ES DECIDUOUS TREE PLANTING & STAKING DETAIL NOi' 10 SCtU PlANI' ,. HIGtER TtWIE!~~~..i IN NURSER'!' ,_.,~~REMCIIIE TOP 1/3 OF BURLAP FNSH GRADE 2• SEnlED DEPTH OF SfECIFED MULCH r:,.;.,i---1FER11.JZER TABLETS/SPECS ':+--:SPECIFED AMENDED IW:ICFIJ. O!)l,IPICI" AND WAlER THOROUGHLY "'---1--IFIRM NATIIIE SOL MOUND SHRUB PLANTING DETAIL NOT TO SCALE -'>·'""' ·.' -,. E ",-, ",-,,, CITY OF RENTON RECEIVtT DEC 2 2 2016 DEVELOPMENT SERVICES JOB NUIIIER: DESIGNER: Dl\1E: 12.17.18 AS SHOMI JURISDICTION: L-2 SHEET 2 of 2 . -----·· ------ TRACTB SENSlnVE" AREA 409 S.F. TYPICAL ONSITE TREE TO BE --;......,;:;:,::_ RETAINED. SEE CIVIL SET 3 1/1'· I I I I I Ill 008800-0470 I I 111 I I I I 1/1 I I I I I I 1/ ) ;I I STREET TREES TO BE INSTALLED --,----;--m AT TIME OF PLAT DEVELOPMENT I --' ---------··-· / ·---.. -._ I BASED ON ARBOR/ST REPORT 4 008800-0,t80 5 008800-0490 j l Ii " ··4 ii ii ii :-i Ii I T I ·1 / \ I i I 6 'E I i o·.1 5 1·i I I / / / /. I i ' ' ' I 5 6,734 S.F. ' ' I I --------------i 35 6 6,705 5.F. I [ I i ··-"" .. J I I AKER'S FARMS NO. 6 VOL 42, PG. 15 TYPICAL OFFSITE TREE TO BE RETAINED. SEE CIVIL SET 4 5,948 S.F. I I I ' ' ' r-------_-------~ --:·"'"·-----_J --- 3 5,948 S.F. , \ ! ' ' I i --! i ' ' ' I ' ' ' I I ----------·-··-----___ J L. --·· ' 7 6,147 S.F. i i L. .._ ... -----·------·---··-___ _j , I : , I j I i.: 1: , . ' ' --,.. ----·------·--------·-·--__ .J T ·' j_ -. ,-, ~ )'.;'.,., R'fJA'ROUND.--... ---'~. ----. I I ' I I ' I I 1, i,, / ' I I ' ' I I ·_,·' ' ' I ' ' / I 8 6,148 S.F. 270.27' I I ' , 270.00(P) ' I . 9 6,148 S.F. -, I . . . . . . . ' . . . ' ' ·,.··.,·.r .x.,·.·.· • • •. t• • • • • .· .. ·.·(".·.··.·. • • r -• • • r · • • • I. • • •· • .. ~,·f ···· 1 7,119 S.F. :-.·,·.·.·. j -·,. •I ---··· >\_• . -.... ~ < L. <:· ' " • ; ' • ·v • • ,• ··-··--1· •' r -• 1 -i • • I . I , ••••••,L --.-.-.i·.·_-~_-t · ·.-.-.·.·.·.'j.· ··-···i · ,, ...... ,,. ....... ,. ···.···~·· .·.-.··.·.·.·J·. .·.-.·.' .·.·.t.· . . . .. . . . . . . • •, . . · 1 . . ' . . . . . ' . . . . . . . . . . '" • ·• • • J ' ' ----·,,~·1 · ' ' . \,. I . I . J . '. I . I' i ~.1 ii , J L.. Ii i 1_ ~l b • · 11/ . JT----C r-· ",LJ .;;:4 -1 I I ,,.<}. I I ' ' . I . I' I ii I r J I 4 I "' I I J I . 'i I I I JZ" '1 ,;c ~i-+--LANDSCAPING TO BE INSTALLED AT TIME OF BUILDING PERMIT ,---STREET TREES TO BE INSTALLED AT TIME OF PLAT DEVELOPMENT ~-LAWN IN ALL LANDSCAPE STRIPS, TYPICAL. HATCH NOT SHOWN. i LANDSCAPE CONTRACTOR TO : CALCULATE QUANTITIES ~-----LANDSCAPING IN TRACT A TO BE ·~ ~ i 1 !< I i d i ' I I 1 , I I , I '- . I! {"1' \ i ' 1 •,ii .. 41~· I I' -1 I I i ' .1 I j 21 •. 1 if ' it I < I . .,. " I ;! : 0 0 I . I INSTALLED AT TIME OF PLAT DEVELOPMENT EB NORTH 0 20 1" = 20'-0" ClTY OF REN TC;f,< RECE !VFTJ DEC 2 2 2016 Df\/EL0P/v1E:NT SERVICES 40 80 SHEET SIZE 22" x 34" ilii .· . - JOB IUIER: Ml Ml 12.17.18 IS SIIJIN REtffllN L-1 SHEET 1 of 2 z z z z z z z ~ <( PROJECT DESCRIPnON: ADDRl!:SS OF THE PROPERTY: .... 16433 & 16451 111TH AVENUE SE, RENTON, WA PARCEL NUMBER ..•....•....•••....•.•••. 008800-0560 & -0570 EXISnNG ZONING:······················· R-8 COMP PLAN LAND USE: ....•.......... RESIDENT1AL MEDIUM DENSITY PROPOSED DWELLING UNITS: ••..•• 9 GROSS ACREAGE: ........................ 1.83 ACRES (79,710 S.F.) R.O.W. DEDICATlON: ...........•..... , ... 0.33 ACRES (14,422 S.F.) PROJECT CONTACTS: APPLICANT. ...........................•. , .......... MARK SEEK · .......................................................... 15233 MANION WAY NE .......................................................... DUVALL, WASHINGTON 98019 .......................................................... ( 425) 919-4062 PROPERTY OWNER ............................. MARY NGUYEN ...........................................•.............. 9102 SE 41ST STREET ....•.............•....................................... MERCER ISLAND, WASHINGTON 98040 . NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 £, W.M. BETHANY CORNER WETLAND BIOLOGIST. ......................... MARK RIGOS, P.E. .....•..............................................•..... 440 SE DARST STREET ............•.......................................•....• /SSAQUAH, WASHINGTON 98027 ........................... ·············· ................. ( 425) 652-6013 .......................................................... MARKRIGOSOOOTMAIL.COM GEO TECHNICAL ENGINEER .......•.......... ASSOC/A TED EARTH SCIENCES, INC. . ......................................................... 911 5TH AVENUE, SUITE 100 TRAFFIC EN(!INEER ............................. TRAFFEX .......................................................... 11410 NE 724TH STREET. SUITE 590 ................... , •.•....................•............... KIRKLAND, WASHINGTON 98034 .......................................... , ............... {425) 522-41113 .......................................................... CONTACT: LARRY HOBBS, P.E. .......................................................... LARRY@NWTRAFFEX. COM SHEET INDEX· S PUGET DR SE 21ST ST Cl OF 7 COVER & PLAT PLAN C2 OF 7 EXIST1NG CONDIT1DNS AND TOPOGRAPHY C3 DF 7 TREE RETENT10N/LAND CLEARING PLAN SE 160TH ST C4 OF 7 CONCEPIVAL ROAD & GRADING PLAN C5 OF 7 DRAINAGE CONTROL PLAN SE 162ND ST C6 OF 7 GENERALIZED UT1LITIES PLAN : C7 OF 7 ROAD PROFILE AND DETAILS , PROJeCT SITE. sf r64T/i sr L1 DF 2 LANDSCAPE AND TREE REPLACEMENT SET L2 OF 2 LANDSCAPE AND TREE REPLACEMENT SET ~ ~ 1:1 NI OF 1 NEIGHBORHOOD DETAIL MAP : s,-.,, ~ ~ ~ 'c"t, ' ' ' " " " "' i'! 3 GENERAL NOTES: ----t NET ACREAGE: ............................ 1.50 ACRES (65,288 S.F.) ........................... .............. ................. KIRKLAND, WASHINGTON 98033 1. ALL EXIST1NG STRUCIVRES TO BE REMOVED . SE 10BTH sr a: w z a: 0 0 >-z <( I 1-w CD ........................ , ................................ .RODNEY AND STEPHANIE SEEK PERMITTED NET DENS/TY: ........... 8.00 DU/ACRE .......................................................... 16451 111TH AVE SE PROPOSED NET DENSITY. ............ 6.00 DU/ACRE ..................... , .................................... RENTON, WASHINGTON 98055 .......................................................... (425) 827-7701 .......................................................... CONTACT: MATTHEW A. MILLER, P.E. .... , ..................................................... MMILLER@AESGEO. COM FOUND CONCRETE MONUMENT 2. GARAGES TO PROVIDE AT LEAST TWO OFF-STREET PARKING SPACES PER UNIT LIST OF TRACTS: CRIT1CAL AREA BUFFER AREA: ... 0.01 ACRES (409 S.F.) CIVIL ENGINEER/SURVEYOR ............... D.R. STRONG CONSUL T1NG ENGINEERS, INC. LANDSCAPE ARCHITECT... ................. VARLEY VARLEY VARLEY WITH PUNCHED 3" BRASS .DISK \ STAMPED "KING COUNTY SURVEY", DOWN 1.1' IN MONUMENT CASE. TRACT "A" TRACT "B" STORM DRAINAGE SENSIT1VE AREA WORK WITHIN EXIST1NG R. O. W.: ... 0.12 ACRES (5,309 S.F.) PROPOSED USE •..•••.•....•.•....•••••..• SINGLE FAM/l Y DETACHED HOUSING SEWER AND WATER DISTRICT: .... SOOS CREEK WATER & SEWER DISTRICT SCHOOL DISTRICT.· .•....•. , ......•...... RENTON #403 FOUND 4"X4" CONCRETE .......................................................... 620 -7th A VENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3D63 .......................................................... CONTACT.· JONA THAN S MURRAY, P.E. .......................................................... JONA THAN. MURRA YOORSTRONG. COM .......................................................... CONTACT: STEPHEN SCHREI, P.L.S. .......................................................... STEVE.SCHREIOORSTRONG.COM FIRE DISTRICT: .. , ......................... CITY OF RENTON ·/ MON. UMENT \lv1TH LEAD AND TACK, DOWN 0.7' IN POWER SOURCE: .......................... PUGET SOUND. ENERGY MONUMENT CASE. TELEPHONE SERVICE: ........... : ...... CENIVRY LINK. t ---+ ' 20 ' REAR YARD SETBACK (TYP) I \ \ -~, 1 ,_:.__ I 1 ---1-15· I I I r · 1 BUFFER 1 1 1 I SETBACK I I I I (TYP) I I I / 5' SIDE --i-1 1--- / I SETBACK I I I I (TYP) I I I 1 I I I 1 po· FRONT YARD I I I LSETBACK (TYP) I L I --- 1 TYPICAL BSBL , • ·, 15'· SENSIT1VE "AREA BUFFER SETBACK , • 75' SIDE YARD SETBACK ADJACENT TO ROADWAY LOT AREA TABLE LOT NO. AREA 7 7,119 2 5,948 3 5,948 4 5,948 5 6,734 6 6,705 7 6,147 8 6,148 9 6,148 -·--- FOUND CONCRETE / MONUMENT \lv1TH 1/4" BRASS NAIL, DOWN 0.2' IN 2" PIPE.· •• 380. 5,,,ow.·r.,.c ),__ __ Call 2 Working Daye Before You Dig 811 utilities Underground Location Center (10,MT,ND,OR,WA) ~ -~· < j:!:. O> 0 - ii:' ~ :.,. -0 "' "' 0 i'-::' ... oi .; - ,w "' "' <X) !" 0 z I I . I I I · 15· S4N!TAFff SE.it,'[}? EA:Zf'Mtf,;T PEC :VO. Ci. f;.'N Y Pf\Ol'.J I j i 1 N88"06'17"W 6 -----~-·-3_0.76'(M) SE 166TH ST 630.81'(C) 630.57'(P) N89i 6' 41 "E 1747.64'(M) j . .') 630.00'(P) D.R. STRONG CON$UL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 820-7th AVENUE KIRKLAND, WA 98033 0 425.8273063 F 425.827.2423 ........................ ., ................................ 12743 NE 170TH LANE .......................................................... WOODINVILLE, WASHINGTON 98072 .......................................................... (425) 466-9430 .......................................................... CONTACT: JEFF VARLEY .. , ....................................................... VARLEY_JEFFOOOTMAIL.COM / FOUND 4"X4" CONCRETE MONUMENT WITH LEAD " AND TACK, DOWN 0.5' ~-IN MONUMENT CASE. -o,!ti---~ ... :': Rli/cc.•',-~4.38 !f> -tOC.71 e··:::rn-~c !N(N _E') SE 172N S COR PT NO. 1640 -i,· .2~ '. 21 29 28 . VERTICAL DA TUM: NA VD 88 PER CITY OF REN TON VER T1CAL CONTROL. BASIS OF BEARINGS: N01'47'08"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF 7HE NE QTR, STR 29-23-05, COR PT NOS. 7863 AND 7640. S 35TH PL. 'b~ SE 173RD ST ,o i:I __.. Sc t7-,.TH S '& . ,i. " "' --SE PETFrOI// TSKY RO I I VICINI TY MAP LEGAL DESCRIPnON: LDT 11, BLOCK 7, AKER'S FARMS ND. 6, ACCORDING TD 7HE PLAT /HEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON; SIIVA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. LOT 12, BLOCK 7, AKER'S FARMS NO. 6 ACCORDING TO PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. S/IVA TE IN THE COUNTY OF KING, STA TE OF WASHINGTON. SURVEYOR'S NOTES 1"=1,500' 1. ALL T1TLE INFORMA noN SHOWN ON mi's MAP HAS BEEN EXTRACTED FROM CHICAGO 77tLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER 70063129 DA TED DECEMBER 6, 2016. IN PREPARING /HIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT T1TLE SEARCH NOR /S .D.R. STRONG CONSUL T1NG ENGINEERS INC. AWARE OF ANY T1TLE ISSUES AFFECT1NG THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED CHICAGO T/TLE INSURANCE COMPANY SUBDIVISION GUARANTEE. D.R. STRONG CONSUL T1NG ENGINEERS INC. HAS RELIED WHOLLY ON CHICAGO T1TLE INSURANCE COMPANY REPRESENTATIONS OF THE T1TLE'S C0NDIT10N TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL T1NG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO 7HA T EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYS/CAL IMPROVEMENT CONDIT10NS EXISTING ON NOVEMBER 19, 2016, 2016. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR /HIS PROJEC T IN MARCH, 2015. J. PROPERTY AREA: LOT 17, 40,529± SQUARE : FEET (0.9304± ACRES). LOT 12, 39.181± SQUARE.'FEET (0.8995± ACRES). TOTAL PROPERTY AREA = 79, 710± SQUARE FEET (1.8299± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. 7HIS IS A COMBINED Fll::LD TRAVERSE AND GLOBAL POSIT10NING SYSTEM SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STA TlON AND A LE/CA SERIES 1200 GLOBAL POSIT10N/NG SYSTEM WERE USED TO MEASURE THE ANGULAR ANO DISTANCE RELA TIONSH/PS BETWEEN THE CONTROLLING MONUMENTA T1DN AS SHOWN. CLOSURE RA nos OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACIVRER'S SPECIF/CA 710NS. 6. UT1LIT1ES OTHER THAN /HOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UT1LIT1ES WIIH EVIDENCE OF THEIR INSTALLA T1DN VISIBLE AT GROUND I SURFACE ARE SHOWN HEREON. UNDERGROl)ND UTILITY LOCAT10NS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECT10NS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UT1LITY LOCAT10NS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE 'ii:' o BEEN TAKEN FROM PUBLIC RECORDS. D.R. S TRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. ul . . . . , '.W,' -,-, V ,Tt.f_, R£$.T8lkTl QNS: c ·· -'" :t. '° 7. THIS SITE IS SUBJECT TO THE RIGHT -Tq 'EN .TER 7HE PREMISES TO MAKE REPAIRS, AND . 7HE .RIGHT TO CUT BRI./SH AND TREES WHICH CONST11VTE A ;;l MENACE OR DANGER TO UTILITY LINES LOCATED ON · PROPERTY ADJOINING SAID PREMISES, AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3457064. SAID INSTRUMENT IS A RE-RECORDING OF 7HE INSTRUMEN T RECORDED .UNDER RECORDING NUMBER 3451222. L,J ' RI ;,- 0 z 2. THIS SITE IS SUBJECT TO THE COVENA/'fTS, CONDIT10NS, RESTRICT10NS, RECITALS, RESERVA noNS, EASEMENTS, EASEMENT PROVISIONS, OED/CA T10NS, BUILDING SETBACK LINES, NOTES, STA TEMEN,TS, AND 07HER MATTERS, IF ANY, TO THE EXTENT THAT THE SAME ARE PERMITTED BY APPLICABLE LAW, AS SET FORIH ON THE PLAT OF AKER'S FARMS N0 .... 6. AS DISCLOSED .BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 3601311. 3. THIS SITE i s SUBJECT TO AN EASEMENT AND 7HE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8211720701. 4. /HIS SITE IS SUBJECT TO AN AGREEMENT AND COVENANT RELATING TO SEWER DISTRICT CONNECTION CHARGES AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710090471. 5. THIS SITE IS SUBJECT TO AN EASEMEN T AND THE RIGHTS INCIDENTAL THERETO IN FAVOR OF CASCADE SEWER DISTRICT FOR A SEWER MAIN AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECDRDlfi/G NO. 8211120699. 6 . /HIS SITE IS SUBJECT TO AN ACCESS tASEMENT FOR SEPT1C SYSTEMS, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING ND. 8604020324. REFERENCES: 1. 7HE PLAT OF AKER'S FARMS NO. 6, RECORDED IN VOLUME 42 OF PLATES, PAGE 15, RECORDS OF KING COUNTY WASHINGTON. 2. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 200/0731900002, RECORDS OF KING COUNTY, WA. 3. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20040629900014, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY RECORDED UNDER Rr!;CORDING NO. 2D080204900003, RECORDS OF KING COUNTY, WA. 5. RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20120215900003, RECORDS OF KING COUNTY, WA. BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 71363, FOUND CONCRETE MONUMENT WITH 1/8" COPPER PIN, DOWN 1.2' IN MONUMENT CASE.INTERSECT/ON OF 1167H A VE SE AND SE 1687H ST. ELEVA T10N = 459. 078 FEET. I 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3• BRASS DISK, STAMPED "KING COUNTY SURVEr" ELEVATION = 466.086 FEET. NORTH 0 GRAPHIC SCALE 20 40 80 1 INCH = 40 FT. FOUND CONCRETE MONUMENT \·. WITH 1/8" BRASS PIN, DOWN 1.2' IN MONUMENT CASE. COR PT NO. 1863 _, --~-~ 28 NOTE FOR CERT/FICA TION OF SURVEY INFORMATION 7HE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL T1NG ENGINEERS. CffY OF REN TCJ\ RECE i\/\Cfi DEC 2 2 2016 DEVELG ?iV ::':N T SER.\/I CF..S .. <( :J _J a: w z a: A-NNNNNNN o r----r---------------------r---r---,---""'T-,,-,ue""'vs,s='o,------,-,,-,,A<.£,..,,.., ------r---_:==::;===============~-.-------------------~~~~~~~~~~~.,!DA~TE-, !... __ _J Q SJS AS NOTED Hoe:'z'o'li1,~'~'°,,k~';',,,, ~..il._~1, Cl TY OF BETHANY CORNER 12.20.16 >- ---------------------OESIGNE~SM PRELIMINARY SHORT PLAT """a, ... ,c,o""oK--Z RENTON PAGE <( ONE INCH COVER & PLAT PLAN t::::,oRA=w:N,=No,---t I DRAWN: +---t---,----------------+---t---+---1 cHecKEcJSM Ar FU LL sCAce Planning/Building/Publ i c Works Dept. 16433 & 16451 111 TH AVENUE SE C1 l-1---------1 IF NOT ONE !NCH NO. REVISION BY DATE APPR APPROVED sCAu: ,ccosD1NGLY RENTON, WASHINGTON 98056 l"es"'Hm"",-1-0"',-1-t W L-----,:..------------------------------------..J.......;.__._ ______________ ...__......__--1. ___ 1.-..__.;;;MAJ~---L-----.L--.,....--......_ _____________ ...1... ______ .....,.. _________ -=~~="TF:,::,;,T.-:~~~ CD DRS PROJECT N 16062 z z z z z z z ~ <t: a: w z a: 0 0 >-z <t: I 1,--w CD NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. BETHANY CORNER r--~~~~~~~-1----------------- .-,---,-, ( NOT£: FEATURES SHOWN ON THIS MAP AR£ DRAWN APPROXIMATELY USING KING COUNTY IMAP AND CITY OF RENTON MAPPING APPL/CAT/ON. ADDkESS: 16433 & 16451 111TH AVENUE SE, RENTON, WA cr~v OF REN TO N RECEI Vt T DEC 2 2 2016 D EVEL OPMENT SERV1CE~-; NORTH GRAPHIC SCALE 0 50 · 100 200 1 INCH= 100 FT.