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"' ·O !?< jr .o .n . :<> . ..., 'o z r1';C()Tf()NvVOOb®v> .......... <'\/> 11;, <oEti[)U01JS sss·21'.1S"E I.Y&.l"!:·· ••.•.. > IRE[ #036 ,/'\ < /\ TREE #035> . · ... · .. ,. '/, ,' . .·" .::: .... _: .... -:-:.:·.· .. -.-.-... -.-... -:-:-. :..: : . .. . . . . . . . . . . . """ ...... '.. . '. ' .. ·:·£···· .. _.:-.. . ' ... · .. >:,,, •• ·· •. , ·. 12, .. CONC PIPE -ti;······: ..•... , IE='l-59.38 r·. , S88"21'18"E 30.01' \_12""PVC IE-458.22 --sss·21 '1 s 'E 135.04' f:Xl5flNCi Off51-rt:: l::Vl::RCiRl::f:N fRrr fO Rf:MAIN, fYPICAI... -----+---0 rXl5flN{i Off51-rt:: Df:CD1UOU5 fRl::r fO Rf:MAIN. fYPICAI... -----t------+<> FD REBAR/CAP "3 55" 0 ·0.6' 1 O" FIR TREE #056 2" CEDAR TREE #055 . . . : · ... ,,_. ·: . ·.: . ···· · -1-2· ···FIR-··· ""''" ...... . REE #027 ··. 10" FIR TREE #053 12" COTT NWOOD TREE #05 1 O" COTT NWOOD TREE #04 APLE #051 3)6" MAP E TREE #05 1 4" Fl R f--------;;t'-;::::::/X;f/v't TREE #00 1 4" Fl TREE #00 22" F R_s~-17'} TF:EE #0 5-~~-tr;:J~/_ 12" IR TRE 04 .. 28" FIR~ TREE #003 .. 26" CEDAR TREE #002 • • • • • ". ' '< ' ··.·.>·•.>·.•.-·•.•.•-.•.••-···18.-.FJR .... · ·.·.... . .... "TR"EE"#Oo·s· L.J.· . '" ._, "''""" '"'"" " .. , .. . . . ' ... , "· ... '""''" . .. . . "" """" ......... , . ·.· ... · ·. (Nss'2o'i5"W ' .· .·. · ·· · ···· · · ....................... ,; .•... · .·.·· .. << < J84o06< HB) •·.·.·.·.· .. N88"21 '18"W CONG 1"1">, 1 I ..... 'v-/ .....,_ fRrr Rrfr:N1'10N PLAN -INVrNfORY I 11 ""' 20' -0 11 II:. Hr Pl:.1-' N=44~ .... ~-.· .. · .. i=c-rcc,-,---- ..... ·,.. . . . . IR.·· E # 2 .. .. . LLI. ·•··.·1·····.· fZ ...... Li.J >o·•···· <( .· .d• : .. :2::-.z·_ ·.·.: .CL. • .• '.:LS.• · YA.RI BL . R -~" . .14'. HS) •.... " OOD OOD UMg 0EHH INL RIM-454.86 IE 12" DI N IE 12" DI s, NL IM-454.52 . E 12" DI N• E12"D1S• ' ' • ' ' -0 "' "' C =J C ..., -< a: :<> -0 N "' 0 "' "' 0 N a, , __ _ ED 0 20 40 80 NORfH 5CAL-f 111 ""'20'-0 11 22 11 :04 11 5Hfff ~ ~ WOO I---, 0-! "! <( ~ n ooo N u, 0 0 DESIGNER: DRAFTING BY: DATE: SCALE: JMV JMV 11-16-15 AS SHOWN L-1 SHEEr 1 OF 4 MAY O 5 2016 fRft: INVt:Nf ORY Dripline, RETAIN or Tree No. DBH Species Radius REMOVE Notes 001 20" Douglas Fir Remove Right of way 002 26" Western Red Cedar Remove Right of way 003 28" Douglas Fir Remove Healthy 004 12" Douglas Fir Remove Shaded foliage 005 22" Douglas Fir Remove Healthy 006 14" Douglas Fir Remove Healthy 007 14" Douglas Fir Remove Healthy 008 18" Douglas Fir Remove Right of way 009 16" Douglas Fir Remove Right of way 010 16" Western Red Cedar Remove Right of way 011 18" Western Red Cedar Remove Topped, numerous leaders 012 12" Douglas Fir Remove Healthy 013 16" Western Red Cedar Remove Damaged leader 014 18" Cottonwood Remove Right of way 015 22" Cottonwood Remove Right of way 016 24" Cottonwood Remove Healthy 017 18" Cottonwood Remove Leaning 018 24" Cottonwood Remove Healthy 019 24" Cottonwood Remove Right of way 020 24" Cottonwood Remove Right of way 021 16" Douglas Fir Remove Right of way 022 6" Deciduous Remove Right of way 023 8" Cottonwood Remove Right of way 024 20" Douglas Fir Retain Right of way 025 12" Douglas Fir Remove Right of way 026 22" Douglas Fir Remove Right of way 027 12" Douglas Fir Remove Right of way 028 28" Douglas Fir Remove Right of way 029 32" Douglas Fir Remove Right of way 030 28" Cottonwood Remove Healthy ·~ 031 10" Western Red Cedar Retain Right of way 032 1 O" Douglas Fir Remove Healthy, Unsurveyed 033 22" Douglas Fir Remove Healthy, Unsurveyed 034 24" Douglas Fir Remove Healthy, Unsurveyed 035 11" Deciduous Remove Right of way 036 11" Cottonwood Remove Right of way 037 24" Cottonwood Remove Healthy 038 12" Cottonwood Remove Healthy 039 14" Douglas Fir Remove Leaning 040 13" Douglas Fir Remove Healthy 041 8" Deciduous Remove Healthy 042 14" Douglas Fir Remove Leaning 043 14" Douglas Fir Remove Healthy 044 18" Douglas Fir Remove Healthy, Unsurveyed 045 (2) 14" Maple Retain Healthy 046 (3)14" Cottonwood Remove Healthy 047 18" Cottonwood Remove Healthy 048 18" Cottonwood Remove Healthy 049 1 O" Cottonwood Remove High double trunk 050 12" Cottonwood Remove Healthy 051 11 " Maple Remove Healthy 052 (3)6" Maple Remove Right of way 053 1 O" Fir Remove Right of way 054 1 O" Flowering Cherry Offsite 055 32" Western Red Cedar Offsite 056 1 O" Douglas Fir Offsite 057 24" Douglas Fir Offsite DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -----------Rento.n $ 1. 2. 3. 4. 5. 6. TREE RE.TENTION WORKSHEET Planniog Division 1055 South Grady Way-Renton, WA 98057 ~hone• 425-430-7200 I www,ientonwa . .gov Total number of trees over I," diameter 1, or alder or cottonwood trees at least 8" in diameter on project site Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerousl. Trees in proposed public streets Trees in propose-d private access easements/tracts Trees ln critical areas 3 and buffers Total.number of el<dudedtrees: Subtract line Z from line l: i " · · ,[: trees .25, ',.,Cc trees · ,Q ·" ~ trees •.·!."" q"• :•.,,,•G•'• · '; tree; Next, to determine the number of trees that must be retained', multiply line 3 by: 0.3 in zones RC. R-1, R-4, R-6 or R-8 0.2 in all -0ther residential zones 0.1 In all commercial and industrial zones List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing' to retain4 : Subtract fine 5 from/jne4 for trees to be replaced: {if !ln1: 6 is iertJ or Jes"J, stop hem. No repli!~ement trl.!e~ ~,,,. required} Multiply fine 6 by 12" for number of required replacement inches: 4 trees ------- 7. 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) • · 3 ;.:,J inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remilinder is ;5 or grea.ter1 rn~nd up to·the next whole numU:er) 1 Measured at 4. 5" above grade_ t A tree certified, in a writt~-ri ·report, ;as dead, tsrmt!ullv di~eJsed, d;imag-ed~ or othrHwise dangernu1 to person; or p1operty by ,a liCEnsed !and><'..Jpe ~rthlt.ect. or ce-rtlfied arhor-ist. and approved by the Citvc } Critical ::m~as, ~ud:'I a-s Wf!tlal'\ds. str~am;, floodplaJns and protected 1slop~s, an~ d-efined in RMC 4-3-0SO. r Count Qn!y those trees to.be .ret,aiaed outside of crib cal areas and bi.J_ffers. :, Thi;:' City rn'1y req\.lfre rno<lific,s1tiori ot t~e trcl)J fl.:'tF;."nti sin-plan tQ em-tire re:ten.tion.-~ the-max.imvm nl-1.mb-er of w:1es-per ~MC 4°4, 13"-0H?:J- 6 When the required number of protected tree:s -cannot be retained; replacement trees, with at least a two~inch (T'J caff per or im ev,ergreen ·alle-a:s.t s-ix-feet (6') tal!;shall be plarrte:d. See RMC 4,4,130.H.l.e.(ii) fo, protlibited types of replacement trees 1 H ;\ C m\Da ta \form~ -Te rnp:latci \::,c:f-H1;i p Hamio1.m\Pli1 nn ln g\ 1 n;c Rctirntion -W c-rk sheet. d co. os/;rn-1s t3 w O' t- o w '" ~ ~ v, z=i::i z: 0 w er:: 0 ~ w ·~ '" -er: z _v,51-:5 > V) z 0.... w -WO~ W n::: w t:: "' (/) 0 w (/) GS "' <D <D WOO I-~ ~ <C-'0 ooo N LO 0 0 DESIGNER: DRAFTING BY: DATE: SCALE: JMV JMV 11-16-15 AS SHOWN L-2 SHEET 2 OF 4 r~j ~.": ,--~ r-· :, ' r--·,._ ... LJ MAY O 5 2016 ,. ( 18" 1' 16 "' ci .£/· .. _ .. :. ·.:,, .. • ... , ·. ·12;'. .CONC PIPE .<. ·: · ··:, · ·: 'IE"'459.38 Cti ,. . ' .)·_ ·, __ .: ... S88'21'18"E 30.01' I \._12""PVC i;; IE-458.22 '" . ;u TYPE 3 BARRICADE S88"21'18"E 308. 38° ( C) N88·20·3s"w (LM) ----,'---.L___ ------ "' · ·· ·· >$8S"21'l8'1E ... JOO.lo:. --sss·2r1s 'E 1Js.04· INSfALl lANt75CAPINCi Af 11Mf OP PlAf t7fVflOPMfNf INSfALl lA.Nt75CAPINCi Af 11Mf OP BUtt71NCi PfRMlf ... ""'"'·.·.-.' .. ': :-~ ... ,. .. ...... : ..... :.'"'"" .. . ····s·1R··· ······ .. .. . ". . . ' .. ' ' ' ' ' " . . . . . " ' . ' . . . . ...... . · .. · EEJ ... . ··~·~··· .. =cc+-~ ,·v··:r~~O ' FI.R : · · . ,·I;:\;~ ··<TR~#2'f ,/' ( /' 0 PlANf 5CHrDUlr BOfANICAL NAMr COMMON NAMr OfY 51Zr RfMARK5 RrPLACrMrNf fRrr5 Acer rubrum 'Bowhall'* Maple 1-1 / 2'' cal Pull and Matchitl(J Cercidiph4lum jap0r1icum* Katsura 16 5 11 cal Pull and Makhi!Y.1 Install Ciator bacis ( or approved equal) per manufacturer's specifications, Replacement tree, See this set Acer circinatum* Vine Maple 4 H/ 2 11 cal full and Makhl!Y.1 STATE OF WASHINGTO E D ·~f11Ea/>JS:H ECT j~ !5 ,0 • )> '-I 'o z INSfALl fRE:f5 AfflMf OP BUtt71NCi PfRMlf~~~~T-7L------t========~===== . ,. . . . . . I Bclula Jacquemont11*, MultHrunk 2 2 2 H / 2 11 cal Pull and Matchinci H / 2 11 cal Pull and Matchitl(J H / 2 11 cal Pull and Matchinci 0 FD REBAR/CAP "3 55" 7.5' lANt75CAPr and fRrr RrPlACrMrNf PlAN 111 ""'20'-011 :a: I (,J 0 0 0 ~+----0.6' ON NS8'21 '18"W \ ' .. , ' .... . ... .. . . LiJ (_) .·· .· <( . >d :. z z .. CL: .. 0.0.· .................. 0 ts)' U,~.tsi .. o.:' ~~~ .. . ·U .. : '" .. . '"ll\(A, .... .p...(,./. "' ' _,.( : ·o, N ~ ·:.". '.:...;,_·;->· . .s·::<·:1~~: __ -1 .•• ,-.,.: .• , c.:CJ .... :r:~ .. -.--co~ . ·. '.',:-'~-. : : . •· ... // . --711 0. / \\ 0·. ··, __ I\ ' '\ ,' 0 \ ' ·, / -. ___ _., ® @ @ Q 0 I>>: : I Amelanchler cir and lfiara 'Autumn 13rill lance'* Service berry ~rax japonica* Japanese Snowbell 16 5 11 CALIPrR RrPlACrMrNf fPrr5 RrO' r 5HRUl35 and CiROUNtJ COVrR Nandina domestica 'Mom Ba4 1 * Nand1na 19 2 ciall0r1 Pull and Makhitl(J Miscarithus sinensis* Maiden Cirass 41 2 ciall0r1 Pull and Makhir£1 Berberis thunberciii* Redleaf Barberr4 8 2 ciall0r1 Pull and Matchirci lavandula anciust1folia 'Hidco!:e'* r!Y.11 ish lavender 24 2 ciall0r1 full and Matchinci fuon4mUS fortune[ I rmerald n Ciold'* ruonymus 24 2 ciallon full and Makhinci 55% Ardostaph41los uva-ursi* Kinnikinnik As req'd I ciallon Pull and Makhinci/ Plant 50'' o,c, 55% 'Med, Pink' rrica* Heather As req'd I ciallon full and Matchinci/ Plant 50'' o c, 55% 'Bressinciham Rub4' 13ercienia* rlephant rar As req'd I ciallon Pull and Makhinci/ Plant 50 11 o,c, Plant in ciraups of IS or more lawn '!VVV7V? ?V·l'f'/V·J" 'J ,·;, " '7 '/ 7 ,., 2'' -5'' depth arbarist wood chips, Install wtlhin dripzone of existinci tree proposed to be retained, faper mulch down to base of tree, Do not cover trunK of tree ~,;...c ..... ' , . " " . ; • o/,,~,,~,,- x x', ·~-v.~." y, ,',o/,',' X o/ ,·~Y-o/.~.; 0 0, ,v>~>•>,~ "' , , ., ~ , . ' ·' . ... '<.. . . . . .. . . . ., . 1· . . . . ... ,. . . ., .... ' .. · .. ' ' .. ' : . VARI Bl .~-~~I ::~· .... +4' HS) : : : .· . ,. . . . . . . . . . .. . . . . . . I . . . . . . . . '"" '"""'"'"'' . . ... . . . . " . . . . . . . . *Considered drauciht tolerant in Pacific Northwest once established • ~~,~~,r,,i=r..;-IN5fALl fRrr5 ANt7 5-rRfrfSCAPr lANt75CAPINCi Af 11Mf OP PlAf t7fVrlOPMfNf c:S.-::~~~ttccc=r~~~-INSfALl lANIJSCAPINCi Af 11Mf OP .. ·.··.··.· :FD REBA./ . ... : : : 0.6': }I; ,.1': . . I . . . . . .,. """'". . . . " . . . . ' '<'• • ""' • >"• . . .. "' . . . ' ... --· . ----. BUllt71NCi PfRMlf •.•••••.•. (N~8'2D'45''.v'J )$4,:br;(<HB) ..• :: . .>· CONG .... "--/ ~-EB 0 20 40 80 NORfH scAL-r 111 ""'20'-0 11 22 11 x54 11 5Hrrf <D <D ~ ~ woo I-~ C"! ""~ ..... 0 0 0 N <O 0 0 ci ..-C'l z DESIGNER: DRAFTING BY: DATE: SCALE: JMV JMV 11-16-15 AS SHOWN L~3 SHEET 3 OF 4 f?t:,·,,, f\/L~f"'i ; ,, ... :J MAY O 5 2016 lAND5CAPr: NOfE:5 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. SU BG RADE 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 IS 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 /;;,~-PRUNE DISEASED AND BROKEN BRANCHES PLANT 1 " HIGHER THAN 'F~~""<';::: __.4;;:i1 REMOVE TOP 1 /3 OF BURLAP IN NURSERY 2" SETTLED DEPTH OF SPECIFIED MULCH FINISH GRADE~ FINISH GRADE /:'.J:;'O:''/i,':"4----FERTILIZER TABLETS/SPECS ''ci,.ci+--SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL 18" MIN. NOT TO SCALE DETAIL ,,..::,_,,,......-----PRUNE DISEASED AND BROKEN BRANCHES ,,------PLASTIC INTERLOCKING TIES .,----SPECIFIED TREE STAKE(S) 1~~,..,- ----REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ,------WATERING BASIN "---SCARIFY PIT SIDES AND BOTTOM 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE ~-PRUNE DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S)--~'\. INSTALL "TREE BOOT" OR ' "ARBORGARD" IN LAWN AREAS. ,~---CHAIN-LOK TIES PLANT TREE 1 "-2" HIGHER THAN IN NURSERY WATERING BASIN--~ 2x ROOTBALL WIDTH D ~-REMOVE BINDING 1'NINE & TOP 1/3 OF BURLAP. 2" SEITLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) IN HE.A.If( 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 & STAKlf~G DETAIL NOT TO SCALE \.._) ~ \ ~ 'cu ::z \- 'cu , 'cu IS\ ::z ~ 'cu C) ~ ----" \-s::,_ u IS\ C) IS\ ----" \.._) u D ~ ==s ~ ::z ~ < 'cu ----" D ----" '3 '-]\ '3 '3 s::: s::: ::z s::: (IS (IS (IS ::z IS\ C) \-C) ~ \.._) 'cu \-'cu C) ~ ::z ::z >-~ IS\ ::z _s: 'cu < ~ s::::iL: ~ 'cu \.._) 'cu 'cu '-]\ ::z ~ ~ DESIGNER: JMV DRAFTING BY: JMV DATE: 11-16-15 SCALE: AS SHOWN L-4 SHEET 4 OF 4 MAY O 5 2016 • .,~ '• •c -~',. 0 J ,,.,," CX) n 0 0 0 I (D ~ <( =i _J ~ [)_ f- 0::: 0 I (/) 0 <( w 2 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE• EXISTING UTILITY LDCA TIO NS SHO\./N HEREON ARE \ ' -"I :"'toy,; I 1':-:L ' . -)} APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TD COMMENCING CONSTRUCTION. NO REPRESENTATION JS MADE THAT ALL EXISTING UTILITIES ARE SHO\./N HEREON. THE ENGINEER ASSUMES ND RESPONSIBILITY FDR UTILITIES NOT SHD\./N DR UTILITIES NOT SHD\./N IN THEIR PROPER LOCATION. If (>':' s -, u::;_ E CALL BEFORE YOU DIG: 811 TYPE 3 BARRICADE -------------- ==7'------r;//_· ----· . ---. I i ; ()4' 6" SANITARY SIDE SEWER STUB TYPICAL EACH LOT I : I \ J .; _j) I j N ,:,cir :l f1f;' C!. C B" f /\~ Uir/l•-1',1,1t EX. ADA RAMP 11,::xu1c; :_1:;,;1hG / --. - ... .,(" ... B'.S.B.L. / B.S.B.L. ' ..... ~!· ....... . B.S.B.L. I ~;·Jl ~ /l\ -',-f:,' -·i -.. ' ,,, ' : \ .... B,S.B.L, .. , .... \,) : i ..::..Ji' -S)c.W ia;gl . .0 SURVEYED: • <51.13 ~--"H· fol'.'"· f\t,./;\ CONC • i; 1'" IT· N•d-':i'?_ SCALE: GEODIMENSIONS Jo,h;_.)'i ; ; ~i [);; 1},j SCALE 1---+---------------------t----+---+----J DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: 1---+--------------------+---+---+----l REVISION BY DATE APPR AFPRO'IED, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EX. ADA RAMP :;;ur:n'11!'c 20£.0.' {v.J ----~s·':_' _:;::1-.dtL:\! :-~-'-\' ;,: 1 ?,n:--1 \li-i) NE 6th STREET EX. ADA RAMP rn a:ir CU,1' 0N NEW WATER SERVICE TYPICAL <"j_j w: 'IE: f/EX 1ff71B.li.:"'RAM p VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 ., EXISTING SANITARY SEWER SERIVCE BY CITY OF RENTON EXISTING WATER SYSTEM AND HYDRANTS PROVIDED BY WD #90 EX. ADA RAMP CITY OF RENTON 30 0 horizontol scole Planning/Building/Public Works Dept. MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC UTILITY PLAN LUA16-000138 30 60 feet ' 05/05/2016 F1EL0BOOK: PAGE: DRA'MNO HO: SHEET: 1 OF: MAY O 5 2016 --""'-'-'= OJ r-rJ 0 0 0 I CD <( :) _J ~ 0... I- Q:'. 0 :r:: (;) 0 j 2 A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWt~SHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: EXISTING UTILITY LOCATIONS SHOVN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TD COMMENCING CONSTRUCTION, ND REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOVN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOVN OR UTILITIES NOT SHOVN IN THEIR PROPER LDCA TIDN, G-811(: tKti 1f/0:t>S·J Cd NE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 ' PHONE: 425-260-3412 ' CONTACT: DARRELL fFFE, P.E. :::) a 0 I ' 1,.50% TYPE 3 BARRICADE EX. ADA RAMP 1.50% --... - I I I / / 6" LOT STORM STUB (TYP.) :::) z w ~ ol 0 1 ..J.J ,,r-----'-------c'--, I I +r, \N INDIVIDUAL LOT STORM STUBS (TYPICAL) ( I I~ 1,, ".~ r+----1-----------------<F· I I I I I' ' 1 o· PRIVATE STORM EASEMENT .. .I . ,: I It=· REMOVE EX. CATCH BASIN ; i ! I I SURVEYED, t·, I \ I / • -.-, 1,·' - '}· .,.,. ~~.: GEODIMENSIONS l----+-------------------1----c'--+--+-----I DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: l----+-------------------1---+--+-----I REVISION BY DATE APPR APPllOVEo, ,~ SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EX. ADA RAMP '.)H;:·)1'1(:J''r'. ;r,;<?,Dt/ (V) ----~."--r>_..:.ccr::-:n'>;Y::;s-'H :Zit.GU' (u;,;: NE 6th STREET p NEW STORM=449.20-450.20 12" EX. SEWER=447.32-448.00, 8 LF., 12" SD@S=0.50% \IEfrrlCAL: NA.Vil 1988 HORIZONTAL: NAO 1983/1991 CITY OF RENTON CALL BEFORE YOU DIG: 811 STORM WATER TRACT OWNED BY HOA EASEMENT TO CITY OF RENTON FOR VAULT MAINTENANCE STORM WATER VAULT DIRT =456.60 TOP OF LID=456.00 OVERFLOW=454.36, 12" IE(OUT)=449.36, 12" IE(IN)=448.36, 12" FLOOR CELL # 1 =445.86 FLOOR CELL #2=448.86 VOLUME REQUIRED: 14,190 CUBIC FEET (DETENTION) VOLUME PROVIDED: 14,400 CUBIC FEET VOLUME REQUIRED: 3,780 CUBIC FEET (WATER QUALITY) VOLUME PROVIDED: 4,032 CUBIC FEET 30 0 horizontoJ sco.le MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DRAINAGE PLAN Planning/Building/Public Works Dept. LUA 16-000138 30 60 feet 05/05/2016 FIB..DBOOK: PAGE: DRAWING NO: SHEET: 1 OF: 1 MAY O 5 2016 CX) n 0 0 0 I c.D <( :::) _J j Q_ f-er: 0 :r: U) 0 ~ 2 A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: EXISTING UTILITY LDCA TIDNS SHD'w'N HEREON ARE 2% 5' SIDEWALK 8' LANDSCAPE STRIP 13.5' (NORTH) 29.5' R/W 7' 2% NE 6th EX. FL.OW w z ~lw [L ~ _J 01 °' ow <( f-s: z _J w _o (SOUTH) 21.0' R/W 16' 1 6' 26.5' ASPHALT rn 12~ w z W· --.., 1;;-"$;;; I ~· u::t:: z 11:,.,, w ~ 2 <( ::, 0 0 :r: VERT. CURB & SECTION C-C NEW SAW CUT LINE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 5th PLACE N. T. S. OFFE ENGINEERS 13932 S0U1HEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. \ \ \ EX. ADA RAMP t---,-,-------------1;\\ <:: .(.: SURVEYED: ... , ,,,, .• ,,:cp::: ;::,:,, c'h \·:::so 0~£P N"'-'-+C OvtT· ss~.1· iL tr; 1; \'/(>" ~--«:'>-1: T '? .. ,;;,--,_,;; GEO DIMENSIONS ----+-----------------·-+----+---+---< DESIGNED: SCALE D.L OFFE, P.E. OAAWN: D.L. OFFE, P.E. ONE INCH EX. ADA RAMP ,,,,. ::;;i,rr';z;';: 242.•>i' {,v"'i ----~::_!' _:_:::Nc:,·g;:;-;fo ';'i £\.j' C;' {! \i) B ' :;; ~!'.',/),i-),J$ ;1 "'"~'!(· ·-·· jh, 'l'Y"'"'>i.X' NE 6th STREET ADA RAMP \'\'. ' ' Ex':'"110A RAMP 1/ERTlCAL; NAVO 1981! HORIZONTAL.; NAO 1963/1991 2% 5' SIDEWALK LANDSCAPE STRIP VARIES (SOUTH) VARIES VERT. CURB & GUTIER 13.5' 2% SECTION (WEST) 29.5' R/W 6' 2% 5' SIDEWALK · ·· . ... . . 8' LANDSCAPE STRIP_/ / V[RT. CURB & APPROXIMATE DNL Y. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TD DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TD COMMENCING CONSTRUCTION, ND REPRESENT A TIDN IS MADE THAT ALL EXISTING UTILITIES ARE SHD'w'N HEREON. THE ENGINEER ASSUMES ND RESPONSIBILITY FDR UTILITIES NOT SHD'w'N DR UTILITIES NOT SHD'w'N IN THEIR PROPER LDCA TIDN. CALL BEFORE YOU DIG: 811 w il!I w f-z (/] :J .cl"' ~w <D f-z WW zo (NORTH) 21.0' R/W VARIES 16' 14' ASPHALT 2% (EXISTING) A-A SAW CUT LINE 4" MIN. CLASS "8" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 6th STREET N. T. S. w z ~lw [L ~ _J 01"' uW <( f-s: z _J w _u (EAST) 19.0' R/W 16' 14' 26.5' ASPHALT 1 (EXI TING) l\''''h~, .. \SAW CUT LINE 2" GRIND AND OVERLAY 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT-2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SECTION B-B ILWACO PLACE NE EX. ADA RAMP CITY OF RENTON N.T.S. 30 0 ho,izonto.l sco.le 30 60 feet 05/05/2016 flELD800K: PAGe DRAWING HO: CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC STREET WIDENING PLAN LUA 16-000138 REVISION BY DATE APPR APPROl>EO. 5HEEr: 1 ""' 1 MAY O 5 2016 CITY OF RENTON PRELIMINARY SHORT SUBDIVISION LUA16-000138 A PPRO X. LOCATION ----- NOT SHOWN ON UTILITY MAP INL RIM=4 5 6.02 IE 18" CPEP E=449 .44 IE 18" CPEP N =449.52 INL ILWACO AVE Ne ----- RIM =455.25 INL IE 12" Rlti.1=4 55.64 '"- CPEP N=451.82 FD MIC _,,.-"-'-"· CONC MON W/BRASS DISC I c~ -:, ON 0.55 ' /f,\ '"' . "s,i i, 20 • -0 I -IN FEET ) i' inch = 20 10 20 : : ft. TOPOGRAPHIC SURVEY METHOD OF SURVEY: INSTRU MEN TATION FOR TH IS SURVEY WAS A TRIMBLE EL ECTRONI C DISTANCE MEAS URING UNIT. PROCEDURE S USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-13D-090. UNDERGROUND UTILITIES: BURIED UTILITIES SHOWN BASED ON RECO RDS FURNISHED BY OTHERS AND VERIFIED WHERE_ POSSI BLE IN THE FIELD. GEODIMENSIONS ASSUME S NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSI BILITY FOR UN DERG ROUND LINES WHICH ARE NOT MADE PUBLIC RECOR D. FOR TH E FINA L LO CATI ON OF EXISTIN G UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. VERTICAL DA TUM: NAVO 88 PER CITY OF RENTO N CONTROL PT 1852 BASIS OF BEARINGS: SOUTH LI NE OF SE QUARTER N88'21 '09"W PER KCAS OF SEC. 1 D BEARS DI 12" IE=46 0 .26 1,1 :::r ,) '" I' V)' J ,;_., ,;; ;p JA ~ I- V) ~I I.D 'w fz > I r--- 1 /' I \, 0: C: ' OJ N 0: C: ' N "1 0 0 0 n • 3c SSMH Rl lv\=455.99 8" COc!C NW/S CTR CHAN =449.19 I I :0: o -FD MIQ:r , 7S,s CONC MON W BRASS DIS C'>_ :E :0 --·--oN -o-;, ''J!il<I -~ !W+:= :s . _ .:¢, ,.,,:: ~str-nt:;: _ ' ' ' ., X : . ,: . ···.1 2" ·:coN C PIPE 1E=459 38 GRAVEL ~J APPROX. LOCATIO N PER UTILITY MA P ;,-0 N ii "' en T II ---' :E ~cc ,- SURVEY LEGEND C CON DEC EHHD ffi ~ HYO l:J 0 INL 11 DTPED WVN EDGE OF ASPHALT CONCRETE CURB CONIFER OUS TREE DECID UO US TREE ELECTRICAL HAND HO LE FOUND SU RFACE fAONUMENT F OUND MON UM ENT IN CASE FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) FIRE HYDR AN T LIGHT POLE MAINTENANCE HOLE POWER POLE POWER TRANSFORolER REBAR FOUND STORMDR AIN INLE T TELEPH ONE PEDESTA L WATER VALVE ------\./ _____g_~--\,/ --------"o \/---\;p"/J,!) --v--\/ --,-,------l,.j ---···--\;)-••••••-\j --··"-\/--•••••••• \{II ---" \,/--- X 142ND AVE SE (HOQUIAM AVE) NW COR, NE 1/4, SW 1/4, SE 1/4 SEC 10-23-5 I lf,1=460. 78 '\ 0 IE 12" CP P S==456.48 6',s Q_ rr. ., ,,,,/ .,,. __________ _ \ "' 0 -----'"'bL----- . ··_..,,.-Si, .. .:; ' ~_,.: __ ._-··_._·_·. ~- LEGAL DESCRIPTION : . ·: ... :··. . -,:~~-. . ,..y ., . :: -:· .- ·: :~J:_,' "s· • :: i1' :?,j~,--: J X '" N THE EAST ONE HALF OF TH E WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QU ARTER OF THE SOUTHWE ST QUARTER OF THE SOUTHEA ST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST , W.M., IN KING COUNTY , WASHINGTON; AN D THE NORTH 30 FEET OF THE WEST ONE HALF OF THE WEST 3 30 FEE T OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SO UTHWEST QU ARTER OF TH E SOUTHEAST QUARTER OF SECTION 1 D, TOWNSHIP 23 NORTH, f!ANGE 5 EAST, W_M., IN KING COU NTY, WASHINGTON. TITLE REPORT EXCEPTIONS ''-:1)_ ·,-.J., :-·. _J · .L Ll > <( ; e§· ---\/. ---\,/· .. ·----\..j -------\/ --, ........... , -y/--·· .. ·····-\~I-------·---\,/------\/----·· \,/--- SO 'l o's2"w 1326.44 ' BETW EE N MON S(M) 132 2'58' (c) N00 '11'06" 1322.63' (L M) TO PLA T TIE S0'10'52"W 1317.58 ' (C) TO SUBDIVISION LINE NO'FJ'56"E 1317.64' (HB) Q_ Q_ -r ----e-p ---P ----P ---p -.---p --P p ---p ---p ----P (o ---p ---1, P --- l.ll r..::r Q_ I -CJ l_'J 0 w ~ <D 0 N i "' ! ,11 I ·--s~ " >-> ,.,-----\/ -----,.;w--- ...-----------lhJL • RIM=4 56.18 IE 12" CPE P IE 12" CPE P 0 l.,.J 0. 0 c- w .n ~[J ",> 0 APPROX. L OCA TI Qr,J NO r Sri OWN Q~j UTILITY MAP I I o w w D n c- )::( [J 2 :0 _, 1;---- 'so £-'"=-FD MI C N-45 2.43 E=452.:3 .3 ' 6' CONC MON DN 0.4' W/BRASS DISC VIC INIT Y MA P: NTS PROJECT DATA OWNER: L AVERNE MEAD 104 BURNETT AVE S. #207 RENTON, WA 98057 APPLICA NT: BOB WENZL TUSCANY CONSTRUCTION, LLC 49 33 NE 8TH ST RENTON, WA 98059 206-7 14-6707 SIT E ADD RESS: 5 22 HOQUI A M AVE NE RENTON, WA TAX PARCEL NUMBER: 102305-9230 ZONING: R-B SURV EYOR: GEO DIMENSIONS, INC. 108 01 MAIN ST , STE 10 2 BELLEVUE. WA 98004 425-458-4488 CONTACT-ANDY McANDREWS ENGINEER: OFFE ENG INEERIN G, PLLC 13932 SE 159 TH PL RENTON, WA 98058 425-260-3142 CONTACT-DARRELL OFFE PROPOSED LOTS: 7 AREAS: TOTAL SITE = 58,519 SF (1-34 ACRES) PROPOSED R/W DEDICA TION = 15,4 40 SF PROPOSED TRACTS = 7 ,503 SF PROP OSED LOT S= 35,576 SF TRACT USES: TRACT A STORM WATER TREATME N T TRA CT B = PU BLIC AL LE Y BUILDING SETBACKS: FRONT = 15 ' REAR = 20' SIDE = 5 ' (STR EET SID E 15') SURFA CE BRASS DIS C__,//\ (COR PT 1852) I \ FD 1-1/2"ALUMIN UM FD 3 " SU RFACE BRASS DISC S 1/4 CORNER 10 -23N -5E MONUM ENT HELD ~- 11 I I I MAY O 5 20 \S VI C: 0 VI C: Cl) E Q 0 Cl) (.!J I Ill I z 0 ' V'l UJ > LI) 0 a::, cc z :J ("f) V'l N I-l- o:: ' oo I .-I V'l u >-UJ 0:: V'l <( -.:::t' z......._ .-I ~ _J UJ V'l UJ ' 0:: ~ Q_ .-I UJ V'l I- <( .....J c.. l-a::: 0 I V) 0 <( UJ ~ UJ z _J Q_ 0 u <( s _J o(l tri I 1- 1.D UJ z <( s 5 " 5 w "' 0 z -z 0 f-z UJ ex: ,. .. _ .''l JOB NO.: 140583 DA TE: 4/2 9/16 DIS C DRAFTED BY: TLR CHECK ED BY: EJ G/SRM SCALE: 1"= 20· 1 OF 2 CITY OF RENTON PRELIMINARY SHORT SUBDIVISION LUA16-000138 ILWACO AVE NE 20 0 10 20 I I ---I ' IN FEET 1 inch = 20 ft. PROPOSED SITE PLAN I 16' ~R/W L so·12'29"W 27.35' (C) .. ILWACO PL NE N0"12'29'"E 321.12' (M) N0"10'56'"E 346. 12' (HB) I I ~ I I I I I I I 5' .. LL w ' 00 0 a, -----=~ 58.14' ' ' ' ' ' ' ' ' ' lO ' ' ' LL ' U) '-1-' f---+' "'" . ' 0 "" n ' ' ' ' ' ' ' :w ,, ' 00 ,o ,. ' a, ,+ . t 0 "' S0'10'52"W soo·10'36"W 268.48' 58.00' ,! _____________________ ' r"' L{) +, f---. ' N, LL U) N ,0 ' ' ' ' ' ' ' ' ' 330.11' 16.00' ID ,,., >-<i' w + __, __, "' 0 L) w __, Ul (0 0 ::J (L (L 0 O'. co CL - -, l 0" w" U) O' --0-- (L. 0 ITT O' oi (L N 86.19' <C f---LL U) u N <C N ITT 0:::: f--- ------='-.=-:::~ - f-::, u O' "' 0 °' f-f- Ulw w<..'.l f-"' "' z >--"' a: "' CLO S00'1 O' 52"W 96.88' r-------------------------------------, ' ~R/W ~~ I ~ f---~ 0~ _J ;<I" N' a,' a, 00 (/) _J "'" ' . ' a, ' 00 ' (/) ' ' ' a, ' 0 n ' ' _J ,cj ' ' ' ' ' ' ' ' ' ' ' (_ ' ' ' ' ' ' I I I I I I I I 0 L{) ,,., + C'i a, ID + ~ LL f----U) n 08 _J on ' ' ' ' ' ' ' ' ,.... ' N f'l ' ,,., ~ ' ' N : LO W : ~ w O 1 ;... co ~i : r,I O ' 00 L_______ I 15.0Q' CX) ~ ------------------------------1--FRONT---tfJ ' ' ;... I I N : : I I : * I") I I I I I ~ ~ L ------------------------J ----------------------------r L ----------------------.J--15. Q' -k :: 0 0 ~ I~ l ! 'fl 60.00' S00'10'52"W 58.14' 58.00' oo OOt-------------;:-;:-s-=--~--t-------.-------t-'~~--~~=~-------------J(f) i M~ 87.72' r----------------------------, r----------------------------, ' ' ' ' &i S00'10'52"W 95.59' i-----16.0'~ ,------------------------------------, i--20.2' ____: ' ' ' ' ' FRONT : ' ' ' 0 ,n ' ' ' ' ' '· ,o :ui ' I I W I --mrr-~ , 0 ,n ' ' ' /!PROPOSED R/W~ ~ ID : ~ ~: 1o : : ::J: 0 0 : I :::,:'.1 O') Q I n 0 f---~ U1 :-f' ....._• I I vi <(I I " I u_ I : (IJI 0) l{) I ~ VJ I 0 0 ,.... ID OJ f---0 '" "' Ul C'1 N LL V, 0 ,,., c--' I ,~ ~a • 0 N• "' ~ 0 r 5l : s~~-.. , .. ,, ,--., ~ ~-~,.,. -"1"•c ~:_ ,;,~_ • ., ffl , i O g i : (9: : _J ~ : I Z1 I I I 01 I I u m -<C .,,., .--; 0:::: f--- C) l lf? a _J 0, 0 ,n ' ' ' ID I _J1 I I l~---------87.09,----------_~j----~~Ao~--~~~A~ ----j_ _ -------------87 :12;-----_ )-----f~o~o;~ 16.oo' ~ -------------------------------------------------- so·10·52"w 300.1 o· f---' ' ' ' I 15.QQ' ------------------------------------1------- 94.28' FRONT ---------------------~ I I I I I I I~ I :::i w ,~ 0 ,n 142ND AVE SE (HOQUIAM AVE) NW COR, NE 1/4, SW 1/4, SE 1/4 SEC 10-23-5 so·10'52"W 1326.44' 13ETWEEN MONS(M) 1322'58' (c) Noo·11'05" 1322.63' (LM) TO PLAT TIE so·1o·s2"w 1317.5B' (C) TO SUBDIVISION LINE N0'10'56"E 1317.64' (HB) --Ej) ~/ VARIABLE R/W I I I I I -I ,0 0 i2 I _J a.. I I- L!) w z DENSITY CALCULATIONS: GROSS AREA -58.519 SF I I I PUBLIC ROAOWAY: PUBLIC ALLEY CRITICAL AREAS EXCLUDED AREAS: NET AREA: NET AREA: (ACRES) DWELLING UNITS: NET DENSITY: PROPdsrn 29.5' R/w-- j I I I I I .....--N88"21'18"W 4.96' CALC l .. ~ N0"10'52"E 13.51' CALC (N0"10'56"E 13.30 HB) 15,440 SF 2,391 SF 0 SF 17,831 SF 40,688 SF 0. 934 ACRES 7 LOTS 7.5 DU/ACRE PROJECT DAT A OWNER: LAVERNE MEAD 104 BURNETT AVE S, #207 RENTON, WA 98057 APPLICANT: BOB WENZL TUSCANY CONSTRUCT/ON, LLC 4933 NE 8TH ST RENTON, WA 98059 206-714-6707 SI TE ADDRESS: 522 HOQUIAM AVE NE RENTON, WA TAX PARCEL NUMBER: 102305-9230 ZONING: R-8 SURVEYOR: GEODIMENSIONS, INC. 10801 MAIN ST, STE 102 BELLEVUE, WA 98004 425-458-4488 CONTACT-ANDY McANDREWS ENGINEER OFFE ENGINEERING, PLLC 13932 SE 159TH PL RENTON. WA 98058 425-260-3142 CONTACT-DARRELL OFFE PROPOSED LOTS: 7 AREAS: TOTAL SITE -58,519 SF (1.34 ACRES) PROPOSED R/W DEDICATION~ 15,440 SF PROPOSED TRACTS-7,503 SF PROPOSED LOTS-35,576 SF TRACT USES: TRACT A -STORMWATER TREATMENT TRACT 8 -PUBLIC ALLEY BUILDING SETBACKS: FRONT -15' REAR -20' SIDE -5' (STREET SIDE 15') II I ~ . Zs; 0 ' V') LJ..J > L{) 0 cc:, co z :::, (Y') V'> N I-I- CC: ' oo IM V') u >-LJ..J cc: V') <( o:::t' z-........ M ~ LJ..J V') LJ..J V') JOB NO.: DATE: VI C: 0 VI C: (1J E - 0 0 (1J l.!) I f- <C _J 0... f- 0::: 0 :::c V) 0 <C LJ.J ~ LJ..J z ...J CL 0 u <( s ...J o?j I- V') I I- lO LJ..J z <( 5 z 0 '" 5 w "' 0 z ' z 0 1-z LU 0::: 140583 4/29/16 DRAFTED BY: TLR CHECKED BY: EJG/SRM SCALE: 1"= 20' 2 OF 2 CITY OF RENTON PRELIMINARY SHORT SUBDIVISION LUA16-000138 FD MIC, CONC MON W/BRASS DISC, DN D.6' @ INTX OF JERICHO AVE NE I ,_;. X NL ILWACO AVE NE" -}\! ~455.25 i£I 20 I - "'::;:.;. _______ ....:"¢)- IE 12" CPEP N=451.82 FD MIC 0 -Ill IN FEET 1 inch = 20 10 : lt. CONG MON W/BRASS DISC ON 0.55' 20 : TOPOGRAPHIC SURVEY (? }.'. I I w LJ 16' R/W )_~ ,;t, ' 2 ·~ 3 /;J;}·t-~--~-~--~2g,, V METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. UNDERGROUND UTILITIES: BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. GEODIMENSIOflS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AF<EAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. VERTICAL DATUM: NAVO 88 PER CITY OF RENTON CONTROL PT 1852 BASIS OF BEARINGS: SOUTH LINE OF SE QUARTER OF SEC. 10 BEARS N88'21'09"W PER KCAS BETWEEN FOUND MONUMENTS REFERENCES: (M) MEASURED (C) CALCULATED (COR) CITY OF RENTON (KCAS) KING COUNTY CONTROL SURVEY SUB DIVISION SHEET (LM) PLAT OF LANGLEY MEADOWS, VOLUME 253, PAGES 20-26, RECORDS OF KING COUNTY, WASHINGTON. (HB) PLAT OF HONEY BROOKE, DIV. 3, VOLUME 227, PAGES 36-40, RECORDS OF KING COUNTY, WASHINGTON. 12" CONC PIPE ~ u ~ . ~ (D 2 n _J D'.) ~ ,,, 0 3 ~_;,v' n ~ X LO n ~wa co f'-J -~ ro c:i co ~z/ ~ ··, w (D f'-J aJ aJ U) 1E=459.69 , -1--*~0::_t. 6~, ·::1t= '"' ~, ·o E 5' R/W PER REC. NO. 347794 ,, ·s V x, ",? .,. 7 ,. '9 7 ' SSMIJ RIM=455.99 8" CONC NW/S CTR CH.D-.N=449.19 ., X ';;- 0 ITT n FD MIQ:,. :S:s-.... CONC MON W BRASS DISC!> l!;-t;1;:::::::;;ti\ i.~).ilii~' I I ;r:rtl 2 C, l)S::: ·-:'s set m o Ds) ljJ (0 >--I ':!' II 0l m (-yW 1 8 ~ ~ /-----APPROX. LOCATlot-J I u::--·-//;I/';-;--!>(/\'IV \ ~ N z (/) PER UTILITY MAP: :c'3U6E02S Q,~5A J 1-::::;u I (f) n ·~ " LJ -,--v Iup -;i O O U? -~'--up ---UP --· .... UP ---UP ---------·,:,;t;,fR:1J'----UP -----, LJf-' - \~::J v--(/) ~ / Y II c,i c"J V; us :;:: ·),, -~_J .L , -,-· '\'5:1 /Q =, "cZ -w w <~ \/---------v---\.J .. -----------\./-- :<'.I' '"i; ,. "':)' 1,/-------------\/ "':s;> I ,v ..... ~ / ~ ----1.1 ., 1 ,·~.·W···V-~~---·, -.... S .:.:'r· -IRHll~l~455.61 ------\/-·------V/·-·---· · ·· -\./ u ' \s ":t:,9 i... \_;: ---.~---~ ·;;s IE 12" CPEP W=449.01 ·/·--No·;·2s:~·1E· 3211-:z"' (-M-1--\;1- ",JJ0·10'56"E 346 12' (HB)00 C "o ·0 ~ 0 ., Is,, · i" IE 12" CPEP N~44S.71 1 1 _. \ IE 12" CPEP SE=445 96 ..... SS ........ Fll:fEBA~i.C:.1'c!\";Jlci;>.S." SS ·~--oo.. ---t S -·l:i-'_'(~1·,r ~~:~ICMON W/BRASS DISC " --------SS --------~ S5: -.. ----~ SS -----s:~ -----,s ········--sc; ··- ;,. () N / SURVEY LEG END C CON DEC EHHD EB ~ EDGE OF ASPHALT CONCRETE CURB CONIFEROUS TREE DECIDUOUS TREE ELECTRICAL HAND HOLE FOUND SURFACE MONUMENT FOUND MONUMENT IN CASE --¥-~¥---'*~ FENCE LINE (CHAIN LINK) -ff---i,1---/f-FENCE LINE (WOOD) HYO b 0 INL 11 DTPED WVN FIRE HYDRANT LIGHT POLE MAINTENANCE HOLE POWER POLE POWER TRANSFORMER REBAR FOUND STORMDRAIN INLET TELEPHONE PEDESTAL WATER VALVE 70\. '& --;:;__ .. \-t~ .. - ·o ' LEGAL DESCRIPTION: \__E§_ <?_ ______ ,,--· . , N N THE EAST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QU.\RTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THE NORTH 30 FEET OF THE WEST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE ~J)UTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TITLE REPORT E)(CEPTIONS (FIRST AMERICAN TITLE INSURANCE COMPANY CO~IMITMENT FILE NO. 4243-2533308, DATED SEPTEMBER 22, 2015.) 8. RIGHT TO MAl<E 11ECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR HIGHWAY PURPOSES AS GRANTED BY DEED UNDER RECORDING f·JO. 3042080. "NOTED ON MAP" 9. EASE"IENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 347794 FOR PERPETUAL E/\SEMENT "NOT PLOTTED -AS CONSTRUCTED 1 o· WIDE STRIP" 10 COVENANTS, COIIDITIONS AND/OR RESTRICTIONS CONTAINED IN THE FOLLOWING INSTRUMENT: EXECUTED BY: EVEfH W. PETERS RECORDED: JANUARY 13, 1961 RECORDING NO : 5241538 AND MILDRED J. PETERS s9,6 N, 0.1 E. \:;1,j ~ \ ' " ,/'~ (/J \.0, :Sq, DN 0.4' °' Fo 00 N w l'.J o_ co I INL -- Lll 0 ,,. ·:,; I t0 ,z_ssM11 RIM-456.25 w V, 8" COflC N/E/W CTR CrlMl~447.05 I -1-. --'~ c.. J: 1-w Lr)"' u) z/ ~...-----IN L RIM~456.18 IE 12" CPEP IE 12" CPEP 0 "' o_ Or ~B -4'?.PPROX. LOCATIOl'I NOT SHOWN O~J UTILITY N1AP u z 0 u I i5 0 I' w LJ f1c /:( lJ ::, C, ~ --~ -·--·%'it· G ··--------. I N=452.43 E=452.33 ~~.~FD MIC CONG MON DN 0.4' W/BRASS DISC iU iZ !8 N88'21 '18 .. W 4. 9 6' CA Lc°;',,,,,v~ I -~SSMH 'c-.'Sflr RIM-+57.95 8" CUK E/W CTR CHAN~449. 75 ' ,,..,' VICINITY f/lAP NTS PROJECT DATA OWNER: LAVERNE MEAD 104 BURNETT AVE S, RENTON, WA 98057 APPLICANT: BOB WENZL #207 TUSCANY CONSTRUCTION, 4933 NE 8TH ST RENTON, WA 98059 206-714-6707 LLC SITE ADDRESS: 522 HOQUIAM AVE NE RENTON, WA TAX PARCEL NUMBER: 102305-9230 ZONING: R-B SURVEYOR: GEODIMENSIONS, INC. 10801 MAIN ST, STE 102 BELLEVUE, WA 98004 425-458-4488 CONTACT-ANDY McANDREWS ENGINEER: OFFE ENGINEERING, PLLC 13932 SE 159TH PL RENTON, WA 98058 425-260-3142 CONTACT-DARRELL OFFE PROPOSED LOTS 7 AREAS: TOTAL SITE ~ 58,519 SF (1.34 ACRES) PROPOSED R/W DEDICATION~ 15,440 SF PROPOSED TRACTS-7,503 SF PROPOSED LOTS~ 35,576 SF TRACT USES: TRACT A ~ STORMWATER TREATMENT TRACT B ~ PUBLIC ALLEY BUILDING SETBACKS: FRONT -15' REAR ~ 20' SIDE -5' (STREET SIDE 15') SURFACE BRASS DISC_.....//\ ( COR PT 1852) I \ RECEIVED MAY 2 0 2016 CITY OF RENTOI\I PLANNING DIVISION £--JI 11 I I I . "' o..._ ·-\./--r-,:J, ----/-v- ___C_-ArJPROX. l.OCA.TION PER UTILITY MAP ',,, ----\./ -------'--1;?0,9 V ------\/ -----------v./ -------\./ -------------V./ --· ··----\./---\-/ --\.;--------·-·'.,!--··--\J---·-···-----\1/--- ::.-~> -----\/¥··--·--1.,--.. --\/--· \./·· ---··\,/·--.. ------\,/ ----\v ---------\.;---. lj - DI 12" IE=460.26 FD MIC CONC MON W/BRASS DISC ---? -------P -----p __ DN 0.3' ss -· i I I /-SSMH ,--/ Rl~;l=461.G6 t-\ 12" CONC N/W ·r CTR CHAfi~452.16 IE " ITD! # 8 -30' CONVEYED PER REC. NO. 3042080 ,, ,'.'/7 142ND AVE SE (HOQUIAM AVE) NW COR, NE 1/4, SW 1/4, SE 1/4 SEC 10-23-5 WEST LINE OF WEST 330 7 OF NE 1/4, SW 1/4, SE 1/4 (HELD FOUND MONUMENTS) o_ Q_ S0'10'52"W 132644' BETWEEN MONS(M) 1322'58' (c) NOO'l 1'06" 1322.63' (LM) TO PLAT TIE S0'10'52"W 1317.58' (C) TO SUBDIVISION N0'10'56"E 1317.64' (HB) LINE N FD 1-1/2"ALUMINUM DISC~. I ~ 04' N OF SUB. LINE) '~ z (N88'21'09"W 660.67' HB) S0'15'36"E 2636.91' (COR) (NBB'21'09"W 660.64' LM) FD MIC CONC MON ON 0.2' \ CITY OF RENTON CONTROL LINE NS8'21'09"W 660.68' (M) N0'15'32"W 2636.95 (M) , [rn SURFACE BRASS W/BRASSDISC -_ -----~ --~ -------~ ---::n 7 ~(CORPT1851) ,,-;: 8:: ~ ·,o ~---p ----p ------E} ---p -- ---,P -----9. p ___ r-:i ----p----p ---F -~ P -----J' -·- p---p-- ---S0'08'52"W 2635.54' (M) ~":of'=£/ -\--SU.BDIVISION LINE ~ ll) Q 6 a::: (N0'08'57"E 2635.60' KCAS) FD 3" SURFACE BRASS DISC\ , ro f-z: f- (N0'08'40"E 2635.53' HB) s 114 COR~~~JiEN2.rHEc~ ~ ~ ~ 8 ~ ______ _;,_ ---------~c----=,-,11 140TH AVE SE DISC II z 0 " l/') L1J > LI') Cl 0::: " co z :) M l/'l N I-l- o::: " QO :c .-I l/') u >-L1J 0::: l/') <C ~ ~ .-I ~ ---' L1J l/') L1J " 0::: tj" 0.. ::::;- L1J l/') V'l C: 0 V'l C: Q) E 0 0 Q) {.9 I .... ::i a.. .... 0:::: 0 I V') 0 <( UJ ~ U1 6 w in () 5 z w I;! " w u_ w " w ~ >-ec V, w " ~ 0 fc z 0 () L1J z --' 0.. 0 u <C s --' o<S I- V) :c 1- \.0 L1J z 0 z ' z 0 f-z w 0::: JOB NO.: 140583 DATE: 4/29/16 DRAFTED BY: TLR CHECKED BY: EJG/SRM SCALE: 1"= 20' 1 OF 2 CITY OF RENTON PRELIMINARY SHORT SUBDIVISION LUA16-000138 ILWACO AVE NE 20 0 I I ---IN FEET 10 I 1 inch = 20 ft. 20 1 PROPOSED SITE PLAN I tn :r:: 1- 1.0 LD. UJ 0 00 z .o N . 'Cf-N N 'Cf-so·12·2g"w N 27 . .35' (C) .,. ,w ~ f-----'--'---+o-,.'4 CO LO ".-_n -o f'1 N co co ILWACO PL NE ------- N0'12'29"E 321.12' (M) N0"10'56"E 346 12· (HB) 3.30.11' co co I U) z -t ------=c_=:--::::_ - I I ~ I I I I I I I 5· ~ ~R/W PER 16' ~R/W~ I REC. NO. 347794 I I I I I ;,, 0 • 0 ., . ,... "' 1" ~ • >-0 Z ci ~ ~ ~ N1LL --II t') r ----°' ., ' ., ' ,.: II ' "<I ' r--: : ~ : ' ---1s.o·-: ' ' ' LI) f-- 0 _J 50.15' ' ' ' CD ' LL :w V) I ro "" f--"' 0 ..,. "' m 0 U) N :I" m _J m co (/) 58.14' w LL ' V) co 0 ... r--m "' :I" U) m co (/) S00'10'36"W 268.48' 58.00' 0 U) rj---------------------, ' ' ' ' ' ' ' ' ' ' ' ' '· ' ' . ' LO ' ..,. ' . ' N, m, r----. f--t); 0~ _J ~ ' ' ' LO ~ : V N I ~ r') I I : "'I ~ '----0---------------'----------------------------r L--------------------·--'--15.Q' ; ~~ . 0 O ...... 0 ci l{) ~ N 0) 0 ~ ~,-----t---6_0._0_0_·00-,;;.---'---t---s~o~o~·1~0_·5~2~"~w~5~s~.~14~·-+.L._L_~~~-_::5~B~.o~o~·-----1~ 16.00' 0 LI) "' ..,-N m LO ..,. - w co 0 86.19' <( >-::, u f--.,. "' LL 0 .,. V) >-r u N VJ w <( N w '-' U) r « "' z 0::: >--"' .,. .,. f--[L D soo·10 52 w 96.88 r------------------------------------, ' ' 0 "' LL f--V) "' 08 _J U) ' ' o• "'0 ,N -· -"' II f'I "' -"' ili .!\ .; -.!I L-------· ----------------------------_1_..15.00' FRONT co LD N "' N r-- . " N r0 "' -N LO W ' "' 0 "" f" co co (/) I I I I ~ ~~· ~.n· ; - ' --------------------------i ' ' ' r----------------------------, ' ' ' ?l mcol--------tic:ooa;n;'is?"wci""'Y--------ji.... 1 soo·10•52•w 95.59' I/PROPOSED R/W~ ~ t[) . ~ co ~ n _J ·~ co 05 n-in n W· ' 0 CO N 1~ If, lXJ I i5i ;::: 12 I i 2 I I I I I I I I I I I~ I :'! w ,~ ~ I I~ 1 I (/) I I I I I I I I I I I I I 1 ~ J:!.9"1 O' 521"E _J : 30.01 u'w '--' : ~ ' lXJ • LDI.---..---$" ro 1 ~0 o'-... CO •0.Jci no::: : CO n ' lXJ ' U) ' ' ' ' 20.2' ___; FRONT : ' ' ' C f--t); Og _JU) . ' 0' l{) : ' ' w, z, ::,, ' "'' u, "'' LD• ,..., w, lfl, c,' ~: o, __,, w ' co 0 0 m o :I" " m tO co (/) ' '· 'O :ui f--bi 08 0 _J U) 0 0 r-- LO ---16.0' (!) ,------ ·-20.0'~1 0 co ----------------------------, N LL f--l/1 0 N 5 _J U) 3 1 20.0' 20 0' I ro;--REAR---"--REAR-: :__ 20·00 ' -- -------------------------.J L ----------------------------~ FRONT ---________________________ ------__ -1-15.00' 94 _28, FRONT ----------_ __§7.09' __ _ 87.72' 16.00' S0'10'52"W 300.10' so·10'52"W 1326.44' BETWEEN MONS(M) 1322'58' (C) ~ ND0'11'06" 132263'.J.!:M) TO PLAT TIE 142ND AVE SE (HOQUIAM AVE) NW COR, NE 1/4, SW 1/4, SE 1/4 SEC 10-23-5 so·10·52"w 1311 58' (C) TO SUBDIVISION LINE ND'10'56"E 1317.64' (HB) 0 "' N . ··~,' ••. , '"~' ''''"''"' .-,, . .,,~-, ,. '<'•'" '""''''. ,-.,.~ ..... ' W>- lD f-- oO >-w "'eE w "'0 "' >- Oo ~ le! 0"' [Lu o- "' 0 [L i'i I VARIABLE I R/W I I I I I . I LD g, -I a.. :r:: I- Lr) UJ z ~ m I <{) w~O ' ::, '" ,w n~ro 0 E/ "°ens DENSITY CALCULATIONS: NO "' OJ '<i lf) ~, a) O'.) 7 (/) ~ . 0 f" I co co z ~ I I GROSS AREA ~ 58,519 SF PUBLIC ROADWAY: PUBLIC ALLEY CRITICAL AREAS EXCLUDED AREAS: NET AREA; NET AREA: (ACRES) DWELLING UNITS; NET DENSITY: 15,440 SF 2,391 SF 0 SF 17,831 SF 40.688 SF 0.934 ACRES 7 LOTS 7.5 DU/ACRE PROPtsrn 29.5' ;w- I I I I I I __j -----N88"21 '18"W 4.96' CALC N0"10'52"E 13.51' CALC (N0"10'56"E 13.30 HB) \ . ' I ,, " I PROJECT DATA OWNER: LAVERNE MEAD 104 BURNETT AVE S, #207 RENTON, WA 98057 APPLICANT: BOB WENZL TUSCANY CONSTRUCTION. LLC 4933 NE 8TH ST RENTON, WA 98059 206-714-6707 SITE ADDRESS: 522 HOQUIAM AVE NE RENTON. WA TAX PARCEL NUMBER: 102305-9230 ZONING: R-8 SURVEYOR: GEOOIMENSIONS, INC. 10801 MAIN ST, STE 102 BELLEVUE. WA 98004 425-458-4488 CONTACT-ANDY McANDREWS ENGINEER: OFFE ENGINEERING, PLLC 13932 SE 159TH PL RENTON, WA 98058 425-260-3142 CONTACT-DARRELL OFFE PROPOSED LOTS: 7 AREAS: TOTAL SITE ~ 58.519 SF (1.34 ACRES) PROPOSED R/W DEDICATION~ 15,440 SF PROPOSED TRACTS~ 7,503 SF PROPOSED LOTS~ 35,576 SF TRACT USES: TRACT A ~ STORMWATER TREATMENT TRACT B ~ PUBLIC ALLEY BUILDING SETBACKS: FRONT ~ 15' REAR ~ 20' SIOE ~ 5' (STREET SIDE ~ 15') RECEIVED MAY 2 0 2016 CITY OF RENTON PLANNING DIVISION VI C: 0 VI C: Cl) E 0 0 Cl) l? LO \£) C Cl) U'J ,q; 3'; I Ill z 0 ' V) UJ > LI) 0 o:::, co z ::::, (Y') V) N I-l-o:: ' oo :r:: ..-I V) u >-UJ 0::: V) <( t z ..-I ~ UJ ...J V) UJ ' 0::: tj" a..~ UJ V) JOB NO.: DATE: DRAFTED CHECKED SCALE: 2 UJ r-z <t: ...J ...J a.. a.. 0 r-u <( 0::: :S 0 ...J I o(! V) 0 I- V) <t: :r:: LLI I- ~ I.O UJ z z 0 "' 5 w "' 0 z ' z 0 f-z LU 0:: 140583 4/29/16 BY: TLR BY: EJG/SRM 1 "= 20' OF 2