Loading...
HomeMy WebLinkAboutLUA-08-041_Large Format\ . \ I I I I I I I I I I I I. I \ '- j \- / j I ' .. ,,. j ; I /'\~. I I I i • I l i I i 1 i ' l w Cl) . I w > <( ,I \ lo \o \ . I I - !·' l -\ . -\ ,- ) I . ; ( • ,.f. ··"( I \ ', X: \07Proj~cts \07764 \07764LDT\<iwg \07764MOD. dwg ,___ \ ' DRAINAGE ·-TRACT A ''.:;7, 130 SF ·-·- 98.03' . •-----·------!--------------- --! \""-:" \ _____ _ 77.80' \ SITE BENCHMARK di. REBAR & CAP V "OCI CONTROL" ELEV.= 417.38' SW 1/4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. \ \ f PRELIMINARY PLAT OF TALBOT HIGHLANDS . I /_ / I 42.oo· -I ---- • < • t ' \ I ' • ' -' ~ .. ,.- J r ,, ,.,. .. / • • ~ '"'--., / \'."). ' -.._ __ / 20 _,..,·., i -! 82.00' 8----- 5,762 Sf: -·-82.00;-- { . ·, ,, ,:, J' '', ..... --. t"'."-,) '·. ;' ~ • ..,,_~ ',o,.J ~-,--......- •. . .,....,,,, \. ___ ) \_" -. (~- 00 I ~! _QI r--- / . -. ··---~------,..----1 82.00' \ :\ .... C:10 5,763 SF --82.00' ® 5,763 SF 82.00' -,="{"'\ r . ' z } -~~f ' ,('.> -, \ \ \ \ -. \ \ \ • ) ' j ~ ~ w ' . 0 0 ~ \;)' ; -1;:' ·-' / -<i" •i ----------. ' A I ' GRAPHIC SCALE 0 10 20 40 (IN FEET) I ;nch" 20 ft .. \ -. ' \ I I \ \ \ • . s-· \ BO LEGEND EX. STORMDRAIN EX. SEWER ST SE CARR SE 18 ND S VICINITY MAP NOT TO SCALE CONTACT INFORMATION APPLICANT: R. W. PUGET SOUND HOLDINGS, LLC 2011 SOUTH 341ST PLACE FEDERAL WAY, WA 98003 CONTACT: RUSS HIBBARD 253-835-1802 F l.O EX. WATER .-. ·--~---· --· · -EX. CHAINLINK FENCE ENGINEER/SURVEYOR: DUNCANSON COMPANY, INC 145 SOUTHWEST 155TH STREET, #102 SEATTLE. WA 98166 () EX. WOOD FENCE EX. SEWER MANHOLE EX. CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE CONTACT: HAROLD DUNCANSON 206-244-4141 SITE INFORMATION SITE LOCATION: TAX LOTS: SITE AREA: 16808 & 16816 106TH AVENUE SE RENTON, WA 98055 008700-0240 & -0245 84,284 SF (1.93 AC) EX. UTILITY POLE W/ANCHOR EX. MAILBOX ZONING: PROPOSED UNITS; R-8 (8.00 DU/AC MAX.) 11 txl E£I EB REMOVAL NOTE: ALL EXISTING STRUCTURES AND IMPROVEMENTS WILL BE REMOVED. 7.43 DU/AC ,,~,__,-- EX. GASN!ETER ~ . PROPOSED DENSITY: EX. GAS VALVE EX. POWER POLE EX. WATER VALVE EX, WATER METER EX. FIRE HYDRANT SV. MONUMENT EX. SIGN i I \ ' I l l UTILITY INFORMATION --------------------------- WATER: SEWER: FIRE: SCHOOL: ELECTRICITY: GAS: PHONE: CABLE: SOOS CREEK WATER DISTRICT SOOS CREEK SEWER DISTRICT KING COUNTY FIRE DISTRICT NO. 40 RENTON SCHOOL DISTRICT NO. 403 PUGET SOUND ENERGY PUGET SOUND ENERGY QWEST COMCAST LEGAL DESCRIPTION * TITLE PER ORDER NO. 207151497 ISSUED BY STEWART TITLE, DATED APRIL 2, 2007. LOT 5, BLOCK 4, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. * TITLE PER ORDER NO. 207151488 ISSUED BY STEWART TITLE. DA TED APRIL 12, 2007. LOT 6. BLOCK 4, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME. 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. EARTHWORK ESTIMATES AREA TO BE DISTURBED = ±1.89 AC ROAD GRADING QUANTITIES: CUT = 1,500 CY (DESTINATION T.B.D.) FILL = 200 CY BUILDING LOT GRADING QUANTITIES: (TO BE BALANCED ONSITE) CUT = 500 CY FILL = 500 CY SHEET INDEX PP1 PRELIMINARY PLAT PP2 ROAD, GRADING, DRAINAGE & UTILITY PLAN PP3 TREE INVENTORY. & LANDSCAPE PLAN c;· SV1 TOPOGRAPHICAL SURVEY OCT O C '. BENCHMARK IS: RENT1915 CAUTIONI COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELEV.= 380.86 FEET UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.- STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98l{i6 Phone 206.244.4141 Fax 206.244.4455 0 zo ::, _J 0....J Cl) - I-Cf.) w~ 0-::,0 Q.__j .Q ;:I . a: >-LI.. 0 OJ ::.:: f- GJ (fJ z :::; 0 u z 1--- Q_ O'.'. w 0 O'.'. Q_ u (/) C w w -D VJ (fJ > w -n:: > w a: ro LI.. 0 ::.:: _J <( w Q_ CL <( z 0 F <( 0 Le. 0 0 z fr'. w (L 0 w (/) > w n:: ro ~ z z CJ) 0 z :3 I 0 :E 5 (D _J ~ <( C 0 z "' ~ ro ~ DRAWN: DCI NO: DATE: ro ~ ro N LI.. 0 SC z. 0 J::: <( 0 z w z z 0 u w O'.'. w I ffi Q_ ro z 0 ~ a, "' KCF 07764 4/2/08 11--------------· L EXPIRES 7-3-09 PP1 1 OF 3 SHEETS ! ' 12· :;_,v,7A'··/// . . . . . . . . I ·, I ' I ·-"'-:~-r_·_ . I . -.. _ I ' I ' w Cl) I -~. -~ ' -\ ....... \ \ . ¢: I ' (,0 \0 -' '' .-,··- . ' j \ i,)') i[=c~i? ' L I l \ I i j I ' ' ' ' I I~ r.-r · "'; : ·._ .. 420 410 DATUM ELEV 405.00 ~- .. .. . -~-... . .-' - 01 r<) -... 0+80 ! i c-'•-, ,; ' 'I I .. •,,~a• -·;· I- Cl) X w w . 'D w I-> <( <( ::,; 0 ;r:s (00 i55 oO .,.., + .,,. -:;;: ~;:: II _J Z<Jl w .. . -··· . 0 co 00 -tj-'<I' -... -,;j- X· \n7Prn1ects\n77R4\077fi41 nT dwo\07764MOO.dwn . .. ~ . \/ N 0 .,,. U) '<I' -... :;;: ·--· 1+20 I ' I ' { 3 FF==419 .. ·'//,• . -· /'/,//! /' :// l·';. .,1 50.0' vc u w PT ELEV ,, 414.03 LO W PT STA = 1 +46.65 0 0 OCI t0 PVI STA = 1+55 + + 0 N PVI ELEV= 413.70 ~ -,;j-A.D. 6.01 ;:: <( '7 = V1 K 8. 2 -I-' II . . . . §: ---~-----> ---· . -··"-D.. _J .. ------(L w-. / . ~ . -I ~ . SE (0 (0 -tj--tj-01 0 ~ I'-'<I' co '<I' 01 ~ -:;;: --"' .,,. st .,,. 1+60 ··-.. 0 -EXISTING G,ADE @ (L ,..,_ I .,.: ;;;: ,-PROPOSED i PROFILE .If '7------. .. -·----_J w '{; 4.01 .. 168Ti -I PL F ROFIL ~E 0 n 0 0 0 aJ -I'-th t0 ~ o:i '<I' 0, l(1 m U) ,... ~ -~ --tj-~ .,,. :;;: ~ st tj' . 2+00 2+40 0 OCI lO U) N ~r <( I- V1 ';; GJ (L . . .,,,.,, -·. - r-: 0 OJ OJ I'---tj-;;;: •. .. 50.0' vc PVI STA -2+80.80 Pvt ELEV = 418.74 A.O. ·--2.01 K = 24.92 . --... ' -· - ... co OJ th co o:i -sc :;;: 2+80 .. 0 N -01 -oi sc ;;;: I ,TALBOT JdlOIHLANDS / ';,J ', 1! ' ' " \., :1 ·. ' -------'s;:' N ~ ~ 00 N \ ' ,w 0 0 'n ;'I' \ ~ 0 \ z \ ' \ \ . \ \ ' ~ . \ ' ! ' \ \ ' \ :;-,- \ :,;..·- ' \p \ ' R/W BENCHMARK IS: RENT1915 COPf0 ER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELE:V.~ 380.86 FEET CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. $TATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 R/W i-.--------------------42'-------------------..i 4" CONG. SIDEWALK W/ CONTROL JOINTS @ 5' MIN AND EXPANSION JOlNTS @ 15' MAX, TYP. (L ~-5·-~·t-"--c-----15'--------------16'------t----5'-- SIDEWALK SIDEWALK 4" ASPHALT CONC. CLASS B CONC. CURB & GUTTER, TYP. 0·_. ----~---S_E_1 _68_T_H_PL_. _C_R_O_ss_· -::..S~E_C_T_IO_N ___ _ NOT TO SCALE R/W R/W o------------42'---------------------------.,-J --5·--~------1s·-------,-----10'--------..,..,.~-5·-~ SIDEWALK SIDEWALK 4" CONC. SIDEWALK W/ CONTROL JOINTS @ 5' MIN AND EXPANSION JOINTS @ 15' MAX, TYP. CONC. CURB & GUTTER. 4" ASPHALT CONG. CLASS B 6" CSTC COMPACTED TO MIN 95% OF THE MDD t~l~!J[Jlffitljt~!:,~t . ' ,m~''tCOMPETENT SUBGRADE COMPACT TO MIN 95% OF THE MDD . ®B _______ 1_0_6_TH_P_L_S_E_C_R_0S_S_-_S_E_C_T1_0_N _____ _ NOT TO SCALE R/W 1-------------30·----~----------I ,~--~--~~1s·--~----__,... c~~~~~~~-~~~ © 106TH AVENUE SOUTH NOT TO SCALE TYPE Ill BARRICADE>1.YP. ··"-.. .. , . 0 w OJ (/) l(1 _J 0 (L ;f; .,,. N ;r: 0, co .,::: 0 .,,. (/) ~ 0 II i'.': > _J z (L w / .. -·--', ~-·. . --., .. -~ N N l(1 Q) Q) -.,. -st 3+20 ··- (0 (0 01 -.,,. II _J w co (0 N + t0 <( I- (/) ----.. U) ()) -sc . . - I'- oi -.,,. 430 ~ i1= 15 (/) 420 DATUM ELEV 416. 00 \:] GRAPhrc SCALE 0 10 20 I 40 I l I ( IN FEET) 1 inch = 20ft. HORIZONTAL 1 inch = 5 ft. VERTICAL ~-~-· -00 0 U) 00 - :;;: II II _J w GJ 0 c5 ()) '<I' q ·-'<I' + c3 0 0, (t' + PROPOSED ( PROFILE\ (J) <( 0 I-Q <( (/) EXISTING GI ADE @ i, I- (/) 1.00 0 . -~· --.... .-. . .. ... ---· ·---- 00 (0 ro (0 -!D 0 OJ 0 oi N ro ro ro 01 OJ ~ -:;;: CJ) -v :.;j: -tj--~ v st -tj- ~- 9+20 9+60 80 I 0 0 + 0 -<( V1 5 (0 (L IJ (0 i'5 01 :;;: {/) " . §;' .. ci (L ~ . / .. ., / ' . ..... " ... ---,_ -~--' _,~-''"' -.. --·---~--·""' 106" .. H PL SE ~ n !D ({J t0 t0 st (0 q; ~ ,... m Q) 0 0 ci (J) -:;;: N :;;: v :.;j: N st ~ st 10+00 10+40 I 150.0' vc PVI STA = 10+75 PVI ELEV = 421.16 A.O .. = 5 27 K = 28. 48 0 0 + I~ -~ N <( ~ . . .--I--.- (/) / . II .,'" I-ci > ./Ci. ... ·-----. ..... .. / ~ ~ / ,,r"" / / ~ l,--" / / . -- I\ -- Pl ROFIL' --- -()) n ro I'-N "' 0, .,-J -tj-n ..; l(1 l(1 c,.j t.D t0 co '<I' N -N ~ ~ v N ~ N N sc st st st 10+80 11+20 0 ({J co N v II _J w ~ 0 0 ({J (0 (0 ... + -(0 -N --~ -tj- <( II tii V1 cf -I-/ ~~. ·-•-< ... z ~--- . .. -· ,_ ·--~" -~-· ~ JJJ~ -----\ \_APPRO IMATE FINISHE l GRADE . --~--. 11') 0 N " m n ~ lO ':? "' st ~ ~ 11+60 <( 0 Ct:'. Cl ~ . t0 ci "' v Uc ;r: Ct:'. 0 z .. ---- 00 0 ci n v II _J w -0 (0 00 + - .. . ·.· . ' ~ ci t0 ..; O[··r o ,, 0 • ,J"'1 0 !... DUNCANSON Company, Ino, 145 SW l55thStreet. Suite 102 Seat#e1 Washing/On 98166 Phone 206.244.4141 Fax 2Q6.244.4455 >-u. "-"-0 0 0 rn :,: :,,: :,,: _J <( w (L (L z <( 0 I-F t5 6 <( 0 co z ::J r z 0 0 <( w z i= 0 2 (L (t' "-2 w 0 0 0 (t' 0... bs 0 [ij Cl 25 w w DC -0 {/) Ct:'. co w > w I w (L 5 DC 8 (t' w (L w (/) 25 0: a:: 00 OJ co l=' ~ ~ 0 ' <( t0 co 0 0 .::::. t:'_ ~ ro © ()) 0 -z N n w ~ C, <( ~ ~z <( <( a: _J _J 0 CL iS ~-~ -::r: -_J OF I-~ ::; 0 c., 0 m z _J 0-<( ~ <( 0 a: DRAWN: KCF DCI NO: 07764 DATE: 4/2/08 EXP!Rl';S 7-3-09 PP2 2 OF 3 SHEETS I I I I .. ,,.~ ·------ \ \ ' _ _,," ' \ ·.,,,./ .·~-\ I I / I I I t I 'j · \ I I , I I I I ! I : I I i, ! i \ \ .· ,;·l :J.B. \ I \ \ I \ ' \ \ \ \ / \ ,• ' I 1·,, I i I n . \ I: \/ ,;,1~ " ~:-Jrf 'f IM J IM d i I !i I! r r • I )?!)~.' I ('' --, !j ·. . r v,.,___/ ' ·:;,-. ' .. / \ z-· ' I > I I ' } \ i ,,} ' -.~ . .,"' I < X: \D7Pro )ects \07764 \07754LDT\dwg \07764PP3.dwg ·1 u i if /! ,I II II RECREiA.. TION EQUIF'MENT . j; ,i»'i:I "' Ii BENCH, ~{:.', 1:::;,'I' PICNIC TABLE DRAINAGE TRACT A :-:<?, PR.frrECT OFFSITE EXISTING TREES NEAR THE PROPERTY LINE, TYP. X: .. ) . \ \ . --d -'~ -·~-" -...,·,=,,- ( ,., I' >'r. / '5d I ~----- / J'. LANDSCAPIN.G ·· , fASEMENT, TYP, I I / I ' I··· 7 I I I I I " \ l I I I I I I I I I I I l ---c.=.---=--=-~-__J_ N88'16'52"W 299.83' SITE BENCHMARK REBAR & CAP "DCI CONTROL" ELl:'.V.; 417.38' ' \ •. TALBOT HIGHLANDS --\ \ I, \ ·r-----------, \ I I 'I , I I { I \ J I\ I I I '1 I 1 1 ® I I i I I I I i/. I \ ( I \ ~ I \ ; I I 1. I : •. I i \ * \ \ GRAPHIC SCALE 20 0 lO 40 (IN FEET) l inch -20 tl. N - ~ ro .N w a 0 0 n :st' -0 z I ', •. '"'" .. '""·--~-\, \ ! \ ' I I \ ! ! \ \ \ \ CLEARING LIMITS, TYP, BO PLANTING SCHEDULE SYMBOL 9 0 , ......................... , ······· •...•.•.•...•...•.. .............. "-····---··· ..................... -.. , .. . ,, ........... ,. ...... , ... , ........ , ....... --·--···· -. . . . . . ...... . NOTES; COMMON NAME PORTUGAL LAUREL WESTERN CEDAR AZALEA ORNAMENTAL TREE KINNIKINNICK SIZE APPROX. SPACING 34 36"-48" 4' 9 6'-8' TALL 22 2 GAL 1'-2' 39 1.5" CALIPER (DECIDUOUS) VARIES OR 6'-8' TALL (CONIFER) COVER 1: FINAL PLANT/TREE QUANTITIES TO BE DETERMINED BY REQUIRED SPACING. 2 ALL PLANTING BEDS ARE TO RECEIVE GROUNDCOVER THROUGHOUT EXCEPT AS NOTED. TREE LEGEND (EXISTING) DECIDUOUS TREE /!-LI ;~ 11 TRUNK DIAMETER L=TYPE EVERGREEN TREE >E EXISTING TREE TO BE REMOVED 0--EXISTING TREE TO BE RETAINED NOTE: · AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA OK=OAK CH;CHERRY CE=CEDAR , DF=DOUGLAS FIR HE=HEMLOCK Pl=PINE I tVG=EVERGREEN TREE DRIP LINES ARE NOT TO SCALE TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVI:'. GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. TREE RETENTION NOTE: AN ARBORIST SHALL BE EMPLOYED TO DETERMINE IF THE TREES TREE CALCULATIONS TOTAL EXISTING = 99 TREES TOTAL EXCLUDED = 2::3 TREES (ROW TREES & SELECT CW TREES) REQUIRED TREE RETENTION = 76 TREES * 30% = 23 TREES PROPOSED TREES TO BE RETAINED = 15 TREES REQUIRED REPLACEMENT INCHES = 8 TREES * 12 INCHES = 96 INCHES PROPOSED REPLACEMENT TREES = 48 TREES (2" MIN.) = 96 INCHES LANDSCAPE NOTES 1. ALL REMAINING AREAS IN TRACT A SHALL BE HYDROSEEDED AFTER THE INSTALLATION OF DRAINAGE IMPROVEMENTS AND RECREATION EQUIPMENT. 2. INSTALL IRRIGATION SYSTl:'.M WITHIN TRACT A FOR GRASS, TREES AND LANDSCAPING. IRRIGATION SYSTEM TO BE PROVIDED THROUGH SEPARATE DESIGN-BUILD CONTRACT. 3. PARK FURNITURE AND RECREATION EQUIPMENT SHALL BE INSTALLl:'.D PER MANUFACTURER'S SPECIFICATIONS. RECREATION EQUIPMENT SHALL COMPLY WITH IPEMA (ASTM) STANDARDS AND CPSC STANDARDS. MINIMUM SAFETY ZONE STANDARD FOR CONTROLLED PLAY FEATURES IS 6', NON-CONTROLLED FEATURES (eg. SLIDES) HAVE ADDITIONAL CRITERIA. INSTALLATION SHALL PROVIDE NO LESS THAN 12" GREATER SAFETY ZONE THAN MINIMUM STANDARDS. 3. THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH A MINIMUM ACCEP1Al3LE Di:'.SIGN. AL TERNA TE STRUCTURES AND PROTECTION SHALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, AGE, AND SAFETY STANDARDS. 4. ALL EXISTING STRUCTURES SHALL BE REMOVED, PROPOSED FOR RETENTION ARE HEALTHY AND HAVE A GOOD PROPABILITY FOR SURVIVAL, SPECIFICALLY THE COiTONWOOD TREES. IF THERE ARE ANY CHANGES TO THE TREE RETENTION PLAN, A REVISED TREE RETENTION PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION APPROVAL AS WELL AS PROPOSED MITIGATION, IN TH£ AMOUNT OF 12-INCHES OF NEW TREE CALIPER, FOR ANY ADDITIONAL TREE THAT COULD NOT BE RETAINED, BENCHMARK IS: RENT1915 COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROA(5;:··, · ELEV.= 380. So FEET OCT U 6 ,:: . . CAUTIONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. · STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE'. AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Campany, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 0 zo :::::, ..J 0..J 00 -r-Cl) w~ C, .,.... ::::,0 CL..J .Q .~I a: Cl) 0 z <( ..J I Q :c b co ..J ~ DRAWN: DCI NO: DATE: z j fr: 0.. ~~ w () > (I) ~o wz w <( a: ....I I-0 z <( KCF 07764 4/2/08 EXPIRES 7-·3·-09 PP3 3 OF 3 SHEETS ,, I •. ' ' .. I I I I I I J I i ; • I ' I ! i I L i f . J \ ' " .\· f I -· ' / Ii \ i --; 'i-. \. I. I i I • ' / : I I I X· \n7Prnieo+s\il77R4\077R41 llT\rlwo\077MMOll.dwn I ·, ',, J I I t>~;->7_7;7,?/~7',,'7~~-77/>>i ? r~:tf~(::, g SITE BENCHMARK REBAR & CAP "DCI CONTROL" ELEV.~ 417.38' SW 1/4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PRELIMINARY PLAT OF TALBOT HIGHLANDS 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 C •. .. ' '., __.,-'/, c·-j 8 4,503 SF - ('-,.·\ :,_Cc,..,/ 82.0Q · I I <,.- (.··\, , ____ 10"-< __ ·. _ _c - 4,591 SF . I, ii II ' "4 . O'> j st' . ~-~-·--l(} ; ... .. . ..,,...... -cc: .. [''"' \ ' .. ,_ ,·· 'L-., / '· I 0 ~"' 0 . (.f) '!fl ' ~ '\,_ '[i.._\~·= -·cicr··"~\'\J::c.\, \ 01 w ' 0 0 <0 ('82.00 ··-:'-----,,-I ;::: ", '. 0 : ,) ',,.AJ 11 ,,;:<l \:!,!::;_;)·-'' 4,591 SF -82.00 ® 4,683 SF 82.00 I / / f j _,r. 1 t v""· I -,-~,./\.."· j / / \ z \ GRAPHIC SCALE 1D 20 40 (IN fEET) I lnch ~ 20 ft. ! \ . \ ' .'Z-,_ ,,.,, 80 LEGEND I./ IQ) ,;:---- LJ m -G·· .1.-, ST SE CARR ~ <( I g i===~S§:E::::1!:§8~~§:T~ ~ VICINITY MAP NOT TO SCALE CONTACT INFORMATION APPLICANT: ENGINEER/SURVEYOR: R.W. PUGET SOUND HOLDINGS, LLC 2011 SOUTH 341ST PLACE FEDERAL WAY, WA 98003 . CONTACT: RUSS HIBBARD 253-835-1802 DUNCANSON COMPANY, INC 145 SOUTHWEST 155TH STREET, #102 SEATTLE, WA 98166 . CONTACT: HAROLD DUNCANSON 206-244-4141 SITE INFORMATION SITE LOCATION: TAX LOTS: SITE AREA: ZONING: 16808 & 16816 106TH AVENUE SE RENTON, WA 98055 008700-0240 & -0245 84,284 SF (1.93 AC) R-8 (8.00 DU/AC MAX.) EX. STORMDRAIN EX. SEWER EX. WATER EX. CHAINUNK FENCE EX. WOOD FENCE EX, SEWER MANHOLE EX. CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE EX. UTILITY POLE W/ANCHOR EX. MAILBOX '"· ::PROPOSED UNITS: 12 EX, GAS METER EX. GAS VAL VS,./ . ~.,,r EX. POWER POLE EX. WATER VALVE EX. WATER METER EX. FIRE HYDRANT SV. MONUMENT EX. SIGN 7.97 DU/AC , PROPOSED DENSITY: l . UTILITY INFORMATION •WATER: SEWER: FIRE: iSCHOOL: '.ELECTRICITY: GA$: PHONE: CABLE: SOOS CREEK WATER DISTRICT SOOS CREEK SEWER DISTRICT KING COUNTY FIRE DISTRICT NO. 40 RENTON SCHOOL DISTRICT NO. 403 PUGET SOUND ENERGY PUGET SOUND ENERGY QWEST COMCAST LEGAL DESCRIPTION * TITLE PER ORDER NO. 207151497 ISSUED BY STEWART TITLE, DATED APRIL 2, 2007. REMOVAL NOTE: LOT 5, BLOCK 4, AKER'S FARMS NO, 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. ALL EXISTING STRUCTURES AND IMPROVEMENTS WILL BE REMOVED, * TITLE PER ORDER NO. 207151488 ISSUED BY STEWART TITLE, DATED APRIL 12, 2007, LOT 6, BLOCK 4, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. EARTHWORK ESTIMATES AREA TO BE DISTURBED = ±1.89 AC ROAD GRADING QUANTITIES: CUT = 1,500 CY (DESTINATION T.8.D.) FILL = 200 CY BUILDING LOT GRADING QUANTITIES: (TO BE BALANCED ONSITE) CUT -500 CY FILL = 500 CY SHEET INDEX PP1 PP2 PP3 SV1 BE:NCHMARK IS: RENT1915 CAUTION! COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELEV.= 380.86 FEET . UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILiTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION, 1-800-424-5555 DUNCANSON Company, !no. 145 SW 155th Street, Suite 102 Seattle; Washington 98166 Phone 206.244.4141 Fax 206.244.4455 >-LL 0 co :,: f-z w en z _J 0 0 z f::: Cl". a.. w 0 O' a.. 0 (/) C, w w -0 IJl en > w -Cl". > w a: ro ~ z <( "' 0 .::::. ro c.i ~ z DRAWN: DCI NO: DA TE: 8 wo 0~ <( <( le 3:: I->-~ <( ~s: • _J c.o <( ..... a: 5w C\I 0 ~ KCF 07764 4/2/08 1-------------1 PP1 1 OF 3 SHEETS ' -.. . --,.. i w CJ) ~ ~ 0 T""" I 1+0 0 , I \ I \. I\ ( \ ' I·, . ' \ , .. ; . '-~:\ ! l' 0 . ! .. '. I' \ ~ciN NE CT JO EXIST I-DOWNSTR EAM PIPE ' ' ' ' ,' ' \ 4 20 .. 410 DATUM ELEV 405 .00 r'") r'") I ' : '\, r, ·" .. a, ,<i -..,- 0 +8 0 ! i ', ~ ' _, ';• ,- (/) X w w ,~ 0 w ,- > <( <{ ::;; 0 IO ,-. 0 <!) 0 O'.l 0 0 "' -+ -::i= x <( II ,-,-...J z (/) w .-' .. .. ' 0 flJ flJ ..,--+ ..,--..,- ' \ ! " " X: \07Pro jecl s \ 07764 \0776 4LOT \dw g \07764M0 D,dwg . ' -. "' " 0 N ..,- "' -"' ..,--..,- 1+20 \ ... _ .. . . . .. . ·. • ------ r>"_,. ,'/,.', .. •-•••r •,,---r ·~ '/ ./ / ,· //,'/.~,i :·> 1 r: '' 50.0' vc L( w PT ELEV • 4 14 .03 N PT LO STA = 1 +46 .6 5 0 0 flJ r'") PV I ST A = 1+55 + 0 " + 0 413 .70 --N PVI EL EV = ..,- ..,-<{ - <( -A.D. -I .0 1 r:: ..,- (/) K 8 .-2 11 · -"~ . .- II () , .. " > ...J > .. " [L w ...J ' ' [L w _ .. / .. . -' = SE <!) <!) ..,-..,-0 a, 0 .-" " "' <Xl "' a, ..,: ---st -..,--..,-::i= ..,-..,- 1+60 r· / . J ' .. / " ~~ '.. / ··/·.· ) i/, . .' L-·'/ /--'. -:._( -_,/: y _ _;_.L_._.J / ! 12 " SD, TYP. - • • "!' 41:"· • . , • ... ,/ ---.. • " I .. I • I I I • .. ·i 4 ; ... ·· .. • I t._: ·,. <!) . ' tO a, -..,- 5 0.0' vc II 0 w PVI STA = 2+80 .80 (/) flJ ...J PVI ELEV = 4 18.7 4 L!) ...J w 0 0 [L <Xl A.O. = -2 .0 1 + "' O'.J U) r'") N I "' K -24.92 oi '7 <!) N " ,-..,-L + N -I<) c.: (/) <( -0 11 ~ <( '-E XI STING G,ADE @ 't ,-..,-,- (/) > ...J z [/] n. w I II 0 > ...J -PROPO SED 't PROF ILE [L w '/. ,c ,· -- ' ! ·--· " -----" ' . ----' .. ---· ----' -· --.,. ,\-.01 168TI ~ PL F ROFIL .. E r'") 0 0 0 ((] -" 0 flJ a, 0 N N N "' "' r'") -a, "' .-"' a, "' a, <!) flJ ,-.. flJ " flJ flJ {J) a, a, a, a, --------- ..,-::i= ..,-::i= "' ..,-..,--..,--..,--..,-~ ..,- ..,-..,-..,- 3 +2 0 2+8 0 2+4 0 2+0D TALBOT .~IOfiLANDS . ~--' ·. i ! \ ',. ,,. 0 10 j 0 ID 0 ::i= ·" -4 3 II ...J w Q "' Cle 0 + I (J) ..,.,-... . \ \ ' ' . ' .. ' . } · .... c'i , ·---·· ', \ ' / GRAPHIC SCALE 20 i 40 I I ( IN FEET ) . ,., \ \ 1 inc h = 20 ft. HORIZONTAL 1 inc h = 5 ft. VERTICAL -flJ flJ - II ...J w 0 m ..,-0 +o a, Ct'. PROPOS ED < <( 0 80 ' i PR OFILE\ BENCHM ARK IS: RENT1915 COPPER PLUG IN CONCRETE FIL LED PI PE IN WSDOT CA SE AT THE BA CK OF CUR!) ON THE WEST SI DE OF SR51 5 GEN ERAi.i_ Y AC RO SS FR OM THE IN TE RS ECTION WITH OLD BENSON RO AD. ELE V.= 380. 86 FE ET CAUTIONI UNDER GROUND UTILITIE S EX IST IN THE ARE A AND UTILI TY INF ORMATION SHOWN MA Y BE INC OMPLET E. STA TE LAW REQ UIRE S THAT CONTR AC TOR CON TACT THE ONE -C ALL UTILITY LOCA TE SER VIC E AT LEA ST 48 HOUR S BEFORE STA RT ING AN Y CON STR UCTION. 1-800-424-5555 R/W R/W o-------------------42'--------------------' ~5· -----------16' --------------1 6 '--------.--5 ' --1 I SIDEWA LK SI DEW AL K I I 4 " ASP HALT CONC. I CL AS S B 2 % 2 %> b:;, ... ~,j·~~,~~t%~-~;~-~~~j.- :•:•:•:························ ,•.•.·,•,•,•:•.•.•!•!•'•'•'·'•'•'•'•'•'•'•'•'•'•'·'•'•'•'•'•'•':•:•:•:•:···:···············:•:• :•.•.•.·.····································:-:•:•:•:•:•.•,•,•.· ..... •.•,·.•.·.········v .;.·.:-: . ': ;.-. . --<; ,-,i.lt.--Jr -'tr I' 4" CO NC. SI DEW ALK W/ CONTRO L JOIN TS @ 5 ' ''"i~7?' ~:j~ !~:;r' ., ,:1,,i1;t·COMP ETE NT SU BGRA DE COMP AC T TO MI N 95% OF TH E MDD MIN AN D EXP AN SI ON JOIN TS @ 15' MAX, TY P. CONC. CURB & GU TTER, TYP . 6 " CST C COM P AC TED TO MIN 9 5% OF THE MD D 0 ACCESS ROAD CROSS-SECTION A~----~~~~-=---~;...;...._---NoT TO SC ALE R/W 1------------30 '--------------1 o--------16'-------~ 0 .5 ' I ,. ,se H:~;~ ss.ne s .I's --j ,.-: ...... -.... ~,-..... -.. -.,7"'~-·";c""·,·-,· ....... --. 2%, .1~·'"'2-:1.·"_,-:: .:,1;,~,,, I ~,../ -, , . "/.z:2L Z . l/7' 7? ~::::77/;i->-::z ;;Y;; 7;;;7· ; , .. ,,_ ·•···•····•··• ···········:·:-:·:·=·=·=·:·.··· . ~ . . , r ' ~-' -~ --L • _LL:__/ .L ,_,_ ' (, ! ,_ ~-! . ,,, .. & - 1 'i';??;fc'i.i~' 4 " CON G. SID EWALK W/ CONTR OL COMPE TENT SUBGR ADE / . JOINT S @ 5 ' MIN AND EXPAN SION COMPA CTED TO MIN JO INTS @ 15 ' MA X TY P 9 5% OF THE MOD ' . 6 " CS TC COMP ACTED TO MIN 9 5 % OF THE MDD CON C. CURB & GU TT ER , TYP . ®1-----__;1~0....:..6__;TH~A...:...;V~E:.:...:N~U-=E__;S:...:O:....:U:.....:T...:...;H ____ _ NO T TO SCALE 150 .0 ' vc PVI STA = 10 + 75 PVI ELEV = 4 2 1.16 A.O. = 5 27 K = 2 8 . 8 0 0 + "2 --N 0 <!) 0 <!) <( N % ,-..,- fl) (/) 11?. e II / -a, ,-/ II. :ij: >· ::.i ,.-11.. w <( ::r - re ' ' " " 0 tti ' / ~ ... > " ~ ,._. / n. [L ' --.. . . -----.. .•' --.. .. ' - ~ -----~ ... CITYO FREN ro~ RECEIVED AUG I 3 ,,, . BUl/:OIN GDIVIS JO I\ 0 "' .., <!) -<!) -N <( ..,- ,-II (/) __ y .,. ···-,-·'W ---.---·-.>· 0 "' o:i N ..,- II ...J w -0 <!) + -- <( ,- (/) .. ~ '~ \ \_APPRO ' !MATE FINI SHE GRAD E <( 0 Ct'. 0 z w ' '. flJ 0 ci r'") ..,- Ct' I ,- Ct'. 0 z .. 11 ...J w ' -0 "' flJ + <( ,- (/) ,-,-z ::, <( (/) w EX ISTING @ 't \ G ADE ~ 0 ,-' -A - (/) (/) ' . " a, -..,- 42 0 DATUM ELEV 415.00 "' o:i -..,- . flJ tO flJ <Xl -<Xl -..,-..,- 9+2 0 1.00 0 . ' ' . ' flJ tO -tO 0 N <Xl a, a, a, ---..,--..,-..,-..,- 9+6 0 ' ... -------- ' ~-- " . - 106" -H 0 <!) r'") tO "' r'") ..,-<!) -a, a, a, a, a, ci ---N ..,-~ ..,-::i= ..,-..,- 10+00 PL SE Pl ~OFIL --.... r'") ..,--a, r'") <Xl " N "a, "' 0 N ..,-r'") " ..,-r'") ..,-. "' a, r'") "'~~ \ 0 ci r'") "' N <!) r'") flJ ..,: a, "' -d N N -N N N N r'") " r'") N N N N N N N ..,-..,-..,-..,-..,-..,-..,-..,-..,- ..,-..,-..,-..,-..,-..,-..,- 11+6 0 11+20 10+80 10+40 DUNCANSON Company, Inc. 145 SW 155th Str ee t, Suite 10 2 Seattle, Wa shington 98 166 Phone 206.244.4141 Fox 206 .2 44.445 5 0 zo :::> _J Q_J en - t--en w" c,~ :::> 0 CL _J .Q ~I a: ,- z w CJ) z ::J 0 0 z ,-Ct'. n. w 0 Ct'. [L 0 (/) 0 w w -0 (/) CJ) 5 w -Ct'. > w a: flJ ~ 0 "' <( r'") 0 ,:::_ flJ 0 -z CJ) 0 z <( _J I C, -I b ~ <( 1-- 8 wo () 00 <( O'>_ _J <( a.. 3: ~~ ~3: C') . _J CJ) <( ~a: ow ('J 0 w LL w ~ ~z <( <( a: _J 0 a.. d~ z--_J o- <( ~ ~o z o<C <( ~ DR AWN: KCF DCI N O: 07764 DATE: 4 /2/0 8 EX PIRES 7-3-09 PP2 2 OF 3 SHEETS \ I I I I I I I I </ 7. , c" I ,:,_~ X: \07Pro jects \07764 \07764LDT\dwg \07764PP 3. dwg I I ' ·~; ' ~\ .. I C \ '· . I •· TALBOT HIGHLANDS > 20 ~ .. , '· GRAPHIC SCALE r-'r_r 40 I (IN FEE1) I inch~ 20 ft. ' ' I CLEARING LIMITS,TYP. 80 I PLANTING SCHEDULE SYMBOL 0 < 1. " . NOTE: BOTANICAL NAME/COMMON NAME PRUNUS LUS ITANICA / PORTUGAL LAUREL THUJA PLICATA/ WESTERN CEDAR AZALEA ABORESCENS/ AZALEA ACER RUBRUM/ RED MAPLE ARCTOSTAPHYLOS UVA URSI/ KINNIKINNICK 34 9 22 39 COVER SIZE 36"-48" 6' HT. 2" MIN. 2 GAL. 2" MIN. APPROX. SPACING 4' 1'-2' 40' FOR STREET TREES VARIES FOR OTHERS 1. FINAL PLANT /TREE QUANTITIES TO BE DETERMINED BY REQUIRED SPACING. 2 ALL PLANTING BEDS ARE TO RECEIVE GROUNDCOVER THROUGHOUT EXCEPT AS NOTED. TREE LEGEND (EXISTING) DECIDUOUS TREE "i'LTRUNK L-=TYPE EVERGREEN TREE DIAMETER >< EXISTING TREE TO BE REMOVED 0-EXISTING TREE TO BE RETAINED NOTE: AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA OK=OAK CH=CHERRY CE=CEDAR i DF=DOUGLAS FIR'-. HE=HEMLOCK Pl=PINE EVG=EVERGREEN TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED II AT 3.5' TO 4' ABOVE GROUND LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY Ex1s r. TREE CALCULATIONS TOTAL EXISTING TOTAL EXCLUDED REQUIRED TREE RETENTION = 99 TREES = 23 TREES = 76 TREES* 30% = 23 TREES PROPOSED TREES TO BE RETAINED = 15 TREES REQUIRED REPLACEMENT INCHES = 8 TREES * 12 INCHES = 96 INCHES PROPOSED REPLACEMENT TREES LANDSCAPE NOTES = 48 TREES (2" MIN.) = 96 INCHES 1. ALL REMAINING AREAS IN TRACT A SHALL BE HYDROSEEDED AFTER THE INSTALLATION OF DRAINAGE IMPROVEMENT S AND RECREATION EQUIPMENT. 2. INSTALL IRR IGATION SYSTEM WITHIN TRACT A FOR GRASS, TREES AND LANDSCAPING. IRRIGATION SYSTEM TO BE PROVIDED THROUGH SEPARATE DESIGN-BUILD CONTRACT. 3. PARK FURNITURE AND RECREATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. RECREATION EQUIPMENT SHALL COMPLY WITH IPEMA (ASTM) STANDARDS AND CPSC STANDARDS. MINIMUM SAFETY ZONE STANDARD FOR CONTROLLED PLAY FEATURES IS 6'. NON-CONTROLLED FEATURES ( eg . SLIDES) HAVE ADDITIONAL CRITERIA. INSTALLATION SHALL PROVIDE NO LESS THAN 12" GREATER SAFETY ZONE THAN MINIMUM STANDARDS. 3. THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH A MINIMUM ACCEPTABLE DESIGN. AL TERNA TE STRUCTURES AND PROTECTION SHALL, AT A MINIMU M, BE OF COMPARABLE FEATURES, AGE , AND SAFETY STANDARDS. 4. ALL EXISTING STRUCTURES SHALL BE REMOVED . CIT\'QfRfNfON RECEIVED AUG 13 2008 BUilDINGOIVISION BENCHMARK IS: RENT1915 COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WIT~~l\~IG OLD BENSON ROAD. \\ ?IY'ol' ELEV.= 380.86 FEET 1,.\-o\'tl1»<-~ O<-~ cl<:' 1\}~'t) ,\\; \ 1 j>.\i t'-t) -.. ,~\\I 'I,, CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL U TILI TY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONS TRUC TION . 1-800-424-5555 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 0 zo => _J Q_J Cf) - I-Cf) wO 0~ :::,0 a__J .Q ~I cc Cl) z 0 -Cl) -> w a: Cf) 0 z <( _J I 0 -I b m _J ~ f-z w z _J 0 0 f-cc o._ w cc o._ 0 (/) 0 w w 0 (/) > w cc co w 0 f-' <{ t') 0 z:_ co ci ~ z DRAWN: DCI NO: DATE: 8 wo () ~ <( ~ ...J <( a.. 3: ~~ ~3: C') . ....J Cl) <( += cc ow <N 0 w LL z j fr: a.. ow I-a.. z <( w () > Cl) zo wz wj ~o z <( KCF 07764 4/2/08 EXPIRES 7-3-09 PP3 3 OF 3 SHEETS l j I I I I : I I I f I :I I I I I I r I I '-br .. c;,. . '1" .. ~ --.: ~ w er., w· i ~1 ' j; ' co 'O .,... I ' . I -I i I I I I f · u Ii •• : '..J , . t I I i' ,j, -. / .-'.: " ' ; ',! I ; 1· '.'::::; . i i I \ ,'f V c.~/ ,: .t:.1 / ' ·~) -, , ___ _,_ --,:_ - ' ! ; ;. ' ' ' ! ' ' ' ' ' l : '' l ·( ' I , i ' ' J i ' ., , H ,, • I j ' ' ' I ! ! 4 ")_;' : I , I I ! i I I ' i : i ; ! i I / '! / i , I ! I · ,:: ~ , . I ' 1·:--. : _j ! " 't, r i ! ! ' l /I ' ,,..,_ i I 1;- '','.1 I ]:I l("1 u, 0 1i I N ---'-! _;...· ~c...--,---4~-:-_,............ ____ _ ' \ -_--_ ,1 -1 : ' 1 ·:: -·\ 11 .-: r.: ' i ;·L i ) i ·. I ··,,. I ' ' . ' ,· i -~ i \ ' ' i x, \07Projocts \07'.'64 \07 /6 4LDT\dwq \07764M0D. q wg .. ··1 /( ___ .) /1 I _,; ,, '--! i _(";\.',~/:" ---.,,, ___ ,_ -- ·-•-, -,,•-~,,,.,. ~,c',,,, .•. ,,.,,,.,_.,,, ... .,.,,~,,,-., ""''·'··' •"-••> --~·••·-·,.,,, ,. • "\,,C•~, .. ,,,. ,,,, .,,, --------'-.._,. .. ··-·--~-- -----------'' . ---- . -,-~-.... __ _ SW 1/ 4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST,. W.M. -\----- ',.,, '. \ i ' / s;.-- -,·---r--------------·. \ ' ' PRELIMINARY PLAT -- OF TALBOT HIGHLANDS '" ri ;:;,~¥ !r ' -•:-,.~-' ' ':,-:.:,:'.! 8 5.656 SF 82 :. Ii-: I_-, 9 ,;r:-, ,· ,,·· ' ·' ' ' 4,681 -SF:j r v~:-_1 !; ,·_,_,.;, .. :_\. ,tilJ -_ :, : r: : .. ; , .•. , '' l ,: "' ' , l JI~ (---_, . ..,. \s;J>,. r-, ,n 10 4,591 SF~-". --.. _. .. .;_g 82 '" w ' 0 0 ~_.:I//?..-~ ( , \ 1'-) '·~-·---~·-! ~ 0 z - 4.,6"33 SF 82 l ' ' GRAPfllC SCALE 4() . ( \' ---·;:;...· -~--'----~- (JN FE!!r) Uvch ,,,· 20 fl. \ .i \)-· 80 j LEGEND -------------------··--~----------~·-~· ~· '-"'d~-~~~---''~·-'-''------'-~~·'-'-'±··/·'_;' '=·''""' EX. STORMPRAIN EX. SEWEf, ; AP?UCANT. R.W. PUGE;T ~.OUND HOLDINGS, Ll.C 2011 SOUTH 341ST Pl.P,CE 'FEDERAL WAY, WA 98003 C)NTACT: RUSS HIBBARD 253-835-1802 EX-WATER ---------------···--,----------·-------.. ··EX. CHAINUNK FENCE ENGINEER/SURVEYOR: OUNCAfiSON COMPMff, INC I 45 SOiJ'THWEST 155TH STRE[T, #102 SEATE.[, WA 98166 ,_:;, ---EX. WOOD FENCE EX, SEWER MM,HOLE EX. CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE EX. UTILITY POLE W/ANCHOR EX, MAILBOX CONTACT: HAROLD DUNCANSON 206---244-4141 \SITE INFOAMA TION : -SITE LOCATION: I ' ' : TAX LOTS: ( -S!TF ;~REA: ·, I! lOM!NG: ' 16808 & 16816 106TH AVENUE SE RENTON, WA 8BC55 008700:-0240 & ·-0245 84,?84 SF (1.93 AC) . ,R~6 (8.00 OU/AC MAX;) 12 : ::: ::~~ , -\:;;;;;:~Ar:;°';" EX. POWER POLE EX. WATER VAL VE EX,. WATER METER EK FIRE HYDRANT SV. MONUMENT EX_ SIG~J · ,y"'" >1 \ WATER: SOOS CREEK WATER DISTRICT SEWEi<: . SOOS CREEi< SEWER DISTRICT flRE:, _ ·· l<ING COUNTY FIRE DISTRICT NO, 40 \ ·SCHOOL: . REfJTON SCI-IOOL DISTRICT NO, 403 ELECTR)CITY: ... PUGET SOUND ENERGY _ GAS: i. PUGET SOUhlD ENERG'r' jPHONE: .. QWEST !CABLE: . ·_ -·-COMCASf tLEGAL DESCRIPTION ,. TITLE PtR ORD[~ NO, 207l514977ssuto 13Y STEw'ART TITLE, DA TEO. APRIL 2, 2007. 1 REMOVAL NOTE: LOT 5, BLOCK ,;, AKER'S FARMS NO. 5, ACCORD!N•} ro THE PLAT THEREOF RECORDED IN VOLVME 40 OF PLATS, PAGE :U. RC:CORDS OF KING COUMTf. WASHINGTON, ALL EXiSTING STRUCTURES AND IMPROVEME.NTS WIL.L BE REMOI/EO • lTfLE-PEF! ORDER HO. '207151488 iSSIJEI) BY STEWl1RT TITLE, DATED APRIL 12, 2007. LOT fi, BLOCK 4., A!<ER'S FARMS NO. 5, ACCORDING TO THE P(AT THEREOF RECORDED IN VOLUME 40 OF PLATS, PA.GE 27, RECORDS OF KING COUNTY, V,ASHINGTON, EARTHWORK ESTIMATES . AREA TO BE DISTURBED = ;!:1.89 AC ROAD GRADING QUANTITIES: CUT "' 1,500 .. CY (OESTltiATiON T.B.D.) FILL = 200 CY -BUiLOING LOT GRADING QUANlHIES: (TQ. El[ BALANCED ONSITE) CUT= 500 CY FILL = :,OO CY SHEET INDEX PP1 PP2 PP3 S\/1 1 PRELIMINAl~Y Pl.AT ROAD, GRADING, DRAINAGE & UTILITY PLAJJ TREE INI/E~lTORY & LANDSCAPE PLAN TOPOGRAPHICAL SIJRVEY HENCHMARK l'.3: pENnt15 _ .·-.·--,' _ COPPEF, PLUG "IN CON(lRETE FILLU>' PIPE · i~! WSPOT CASf AT THJ: BACK OF CUR.8 , ON THt WEST Sl[;)E OFjSR515 GENE.RALLY Ac···_·Ro_. ss FROM_' Trl' E IN·J __ ERSECT!(,:,j WiTH OLD BENSON ROAD, ELEV.~ 380.BG FEET ·-. . . . . .. .. -.. . . ·. -·. -' ;· .I , . d DUNCANSON Con:1pw1y, J.nc. 145 SW l55th.Sl/t''.t·1, Suil~ 102 Sn1tile, )"<ViHMngton. 9!1/(..f Phone ;_•(j6.211,4/4J Fax 206.24:/.4455 I o I z u I => .....l I 0..J (J) -· 00 t-c, Wz c,o ~-1 ~~i cc ' ).---. 1 1 i : [LIi I ' i ; ---1, ----+1· --t-+- \ ; 1 I I I I i i l l (0 lz z·\[: I 1 Q 1~1 I ! , I 1 -m.· 1_ ji __ :.· ~ I I 1 a: !_ Tl_ ,) I i I I~! 1 1 I I I I ' ~ril' ·-r·1t··t---·r· I ' , DRAWN: DCI ND.: ()-77f L ' ' ' ) . Of\ TC: -, I OF 3 SHEETS , ,, ,,I· ... I \I i I I I I I ', ..! i 420 ,. ' \ \ .I I I I ' i I 1+~0 i--- I (, ' j ' DRAINAGE TRACT A I =""'·==i,:=~==== '"' ... Ll ' \ I \ J ·----,-,---------,.-.. • '; f ' \ .. COMBINED DETENTIOti AND WETVAUL T . -~ ,, .. ~-, '. •' <', ' " I ~c,·,·-·-----:-iJ I : I I, ' I i I I I I . J I I I i I I , I l 11 I ~,; .··Hf! f : FF=422 / --------(--c_,' '/ ----·----··---·-· --·----- '. • "rO' PUBLIC UTJUT'(] ' .. ' :) ·'i' I SE 16.8TH PL STA 3+26.5 = / ,. · I l "i 10GTII PL SE STA 10+00.0 I I ! I ' I I I . ---. ---, ------~ --...I I I . ; '· EASEMENT, TYP. + ! I I I I r----~--~--,------....... \ J : 'n i I ./, ! ~~;!VEWAY ENTRANCE,TYP ~ 1 • 7 Fl=cf20 I.· i ' ,,::.",' 1 : 1 I x" 1 wsDor rLAN F-so.1 o-oo 1 1 ! • ~1 r ,i i 1 : I i f· ~ : I (Bf) I 1 ·/ \ / /1 rr'-;fi2 / I · / \J ./ I I I ~ 'I I I I / : \ J I ·:.'), ' . \. f,;' l= . ..,..~-~~=--=-"-~~L : \'-,/ I\ I 'I 'J!'' I ·--·-----·--i;N~8~B~'1i!6~'~5~2;;;"~w1:2;9K9J..~833f.r_··_ .. _..,L __ ....c_,·:-",t;;.:.';.; ___ ...,;,_J_ __ ..L_·~,L..:·.::·•1\Jf::-~-~;i""'.:":··._·_-=-.=.=:.=:=·=.:=·-·1 _·~~- ~----5().0' vc---.-- P\/1 STA= 2+80.80 0 O'.) (i) <D O> .,,. ~ ii &1 GRAPHIC SCALE 40 BO I ___ -'-----'1 ( IN •'F.F~r ) .I.. 0 P\11 ELEV ~ 418./4 u, Ix ::'l· AD. " -2.01 t() 0 I inch ~ 20 fL HORIZONTAL .l inch µ, 5" ft. V:fmrric AL + ... r"J ~ w !w , -···50.0' VC , tfl K •• 24.92 1 ----~ I~ 1 1 eo1~_:T~E~!'1~\:~:.~; J. -----r--·-----.. -1 ______ :2 ---------------· ,c ol::i ~In i PVI STA = 1 +55 ±if EXIS nt·JG Gfil( A[JE (gl 'l t;; ,t f.;~0 ·g ~-!'', 1PVi EL!:.\/= !,1370 <i:<;'.'.: / ~~ (Jj ,-: " 01 u II > -I '1. w -+ ___ g 3, i .... -. ---+-""""'<l'.1=1r; ...... l ... t<D. =.. ._o~----.... [·;!'"--/ :~ P~CJrysEu1 it Prig_r~u,:_1_ '1. w 1 g;I ~~ 1 1. -s ... 2 _ [1!~ / 1 / I I -· _j... __ ·:..·--_···;:··;..·---~,~--~~-~--~~----, .. ,--o-~-~ ...:::.' U} Ld o__ l, t _v J ____ -e,.- 430 / ... ____ .... _ .. _ ..... ------+-------+-----+-"---c-i 410 f---+---"'' .. . ....... · -· · ... ,______ J ... ,_ ........... l---·--+---- 1 i · i ,l -4-------l--•••••'"·""""- I ' [ l 1 SA 16BT*1 PL ~ROFI E I ............ -~. '_ ...... , ···-··--:·-·----.......... , ................... ---t----····· 1-··· ~ f: ~ ~ cd1g OC; ~ r~: §; o~liR o~~ OJ .,....: 0) . O'L10· 1./J f"·. :_2 r,.'. OC'ljuj 01 (J) :;;:I:; ~,~ ~1~ :;: 'tj. ~t ~· :+1~ ~ ~ . I I -~-~-----~---··-------·-,----.. --~----·-L.,.,.-----~~----~---c--··-·---··-···---..------•-·----·-·--· --· .... ""'"~ . -· ··------"-------~---! '' ... ,., ........ ---+--- 0+30 1 +~:o l+fJO 2+40 ?+80 3+20 ilATUM E'lBV ,,_ 415.00 9+20 9+60 R/W BENCHMARK iS: RENT1915 COPPER .PLUG IN CONCRtrt FILL£[) r0 1PE Ir-I W$DOT CASE l'.T THE BACK or CURB ON THt WE$T SIDE OF SR5.15 GENl:f<AU.Y ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. El.EV.= 380.Ilp Ff,ET CAUTION! UNDERGf<OUNP UTIUTIES EXIST IN THE AREA .'1ND UTILITY INFORMATION S'iOWN MAf Bt. iNCOMPk I c:. STATE LAW REQUIRES THAT COtFRACTOR CCNlACT THE: ONE··CALL UTILITY LOCATE SERVICE AT L.U,sr 48 HOURS BEFORE STARTING /1.N'( CONSTRUC !!OM. · 1-.800-.424-5555 R/W I I ~s·------------------32'----------------""i--c•_ I SIDEWALK j S1Df¥;ALK I 4" ASPHAI. T CG~IC. I I Cl ASc-s·· ', " . . ·' ' I i ' ' · ~'~th., . ~ . ',1 ZLL. . " . , ,~< · 4" CONG. SID.EWA_ LK W/ / .·., '"·j_;_··~. }•w;~2\•s»in~Pdhz2~0'dzW@_:_.~.i'_'.~~~iJiii' '', ··-~,;:;r CONIROL JOINTS <g) 5' .J ·· /·»·"''' "",:ih\l:,,,. · MIN A~ID EXPANSION / : \ JOINTS @ 15' M.AX, TYP. _/. \_ ,., 1-00MPETENT SUBGRADE COMPAC 7 T· • ~''Nc~5'S COMP,\CTEO TO TO MIN 95% OF THE MDD CONC. CURB & GUTTER, : (P. '" .1, 7, OF THC: MDD 0---"""-'-----A_C..,...C_E....;.S_S_· _R_0_~--'-.8-To-'-cs_~A-~·~ss_-_s..,...EC_T_I_O..,.....N___, __ _ It_ I R/W f---------------j(J'~· .,.-~----------- ... , . . ...... -·--1 . I \ 0 r:.' 9 5 ·r"P --·· 1-.,.,.,, • I -. ' ' . --!1· ! '._ -· 5 --·-1--.. ······· g. 5, ·. ··.-····--1 . SAWCUT ··-"-. \\ :·:c,'. .· . .. . : · . · ,. · .. ·.• -····• z,r · · \J "~-'% 1 l: :2% --~--.. ...J i:2:f >':?:~:;';0:':~!i:l~~aPz;E~t~~2.:r,D'S::i~~,ll~~~.·T""",'l;::~ crn~c SIDEWALK w I coN TROL COMPETENT SUBGRADE / / 'i\ "-)OiNTS @ 5' MIN AND EXF'ANS10N COMPACTED TO MIN···' · 1 , \ JO"' r-'"' • F: '·1AX "'CP 95% OF THE MDD / l \ " '0 "" ·~ ,., • ' ·· • . 6" CSTC COMPACTED_ \ \-CONG CURB /\: GUTTER, TYP .. TO MIN 95% OF THE f,iDD: 1 . . ' 16'--· 4" /,SPHAL T GONG. CLASS 8 ®''' B _;.._;.,..--'--'--'---'------l961bl ,l'A VEN U Ei SOLJ_T~H ___,_~~----- NoT TO SCALE \ \ i ' i ·-------' ---+-·"" -·· ("•J l") ~ ~I ~ -' w A?R 'l.'/. DUNCANSON ·--------·-Compaa_y_. Jm: ... /45 8/V i 55rh Streo, Sriite 102 Seattle_. fVi;shingNm_ 98166 Pho1Je 206.1.J,1.4l,-f.! F,,~c 2.'16.244.445.i ' ' I I ! 0 ; ZOI ::, _j I Q_i! co . 1--s,Q w \,..I c,·.~ :=)0 a...-l i .Q ! 3: ::x: I • . . I a: ! i ' 63 i I I , ' I I I -~ ---1··-·-· ··-··-·r-·-r -· - I I I I , i I ! f 1 ' j ; 1 ' Ii' 1 i i ' I j .... , ..... , ... + r· ., ... , .... - o: I ~ z <( _J I Cl -I 0 CD -1 ~ z DRAW!,!: ···----~------- DCi N): DATI::: U7 l6l, ' /,/ /rl.-. .q.; j\t·\ J ·--- PP2 10+00 ·:o-t-40 10+50 11 +20 ---~-~---~---~-----~-· ~J .. 11+60 ne,cE\·"·l ru-2----.--·-7 -, .. J-C'E'f"' n OF .. ) :::.r·1r.. __ ::i : \ \. I I r I I I ''i I I I I I I I \' ! ; _.,,. w en w > <( I I-co ·· .. o ,- :.,::...l, .;_ l.,I I I' , .. I I ENTRAt,!CE if .. ',-.,,· .6 I I ' ! . . ,>' I I .• !/·· t[~-c:.'-! 1 ···.1;' . / .'?_ I •. .. l:'SC~: 1.' ··• >, \ ' -J .,,_,J ;,,· ,, :) RECRE'ATIOi, EQUIPMENT O .. ('J .. ..... II .... PRiJra: I OFFS! TE J EXISTING 1"REES NEAR THE PROPERTY LINE. TYP. / I I I N88'17'0:J'W 299.83' TALBOT HIGHLANDS ~--·· ' . ' . ···--~ .:/ •, 3. GRAPHIC SCALE (IN ff ET) l .i:nch ~~ 20' ft. --! . ' ., ,·, N ,, -.\ ) -~ BO . . !'.3 PLANTING SCHEDULE SYMBOL r";,> ~J ~-y~ 0 tWTE: e.Q.TANICAI NAME/COMMON NAME PRUNUS LUSITAl~ICA/ PORTUGAL LAUflEL THUJ/\ PLIC/\TA/ WESTEF<N CEDAR AZALEA ABORESCENS/ AZALEA ACER RUBRUM/ PED MAPLE AW;JQSIAPH'(l0S UVA URS!/ l<INNIKINNICK. 36 . 9 22 .39 COVER .'.36", -48" c' HT. 2" MIN. 2" M!N . APPRO>: · SPACING_ 4' 1 , ,.,., -L 40' FOR STPEET TREES VARIES FOR OTHERS DUNCANSON Cowptmy, !no . 145 SW 155th Street, S11itP UU Seatt/1<, JYm-hihgtou JJ8lt$6 Piwnc :206. 244 .4 _I 4 l Fa.t 206;244.4455 1. FINAL PLAhlT/TREE .QUANTITIES TO Bf DETERMINED BY REQUJRED SPACING. 2 ALL PLANTING BEDS ARE TO REClJVE GROUNDCOVER THROUGHOUT EXCEPT AS NOTED. . ·. II I TREE LEGEND (EXISTING) DECIDUOUS TREE . lL.:: ......... IRUNK DIAMETER --TYPE EVERGREEN !REE X EX!STING TREE TO 8E REMOVED 0-EXISflNG 'fREE'. TO BE RETAINED NOTE: AL=ALPER MP=MAPLE DS~DECiDJOUS MA=MADRONA. OK=OAK CH=CHERRY CE=CEDAR OF"'DOUGLAS FIR HE.aeHEMLOCK Pl""PINE. EVG=EVERGREE.N TREE DR!P LINES ARE NOT TO SCALE TREE SYMBOLS REFERENCE TRUNK LQCA TION. ONLY. TRUNK DIAM.ETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOwr, ARE FOR REFERENCE ONLY AND OTHtR TREES AND VEGETATION MAY EXIST. TREE CALCULATIONS TOTAL EXIST.NG TjTAL EXCLUDED RF:QUIRED TR[E RETENTION ·-39 TREES ... %.3 TRfTS = 76 TREES * 30% = 23 TREES PROPOSE[) TREF:", TO BE RtTAlrltD REQUIRED REPLACEMENT INCHES = 15 TREES = .g TRl::ES * -1 i INCHES = 96 INCH.ES PROPOS[D REPL.ACEMl::NT TREES LANDSC~APE NOTES = 48 TR[::(:S (2" 1,11N.) -96 INCi lES l. ALL REMAlNlNG ARt"AS lN TRA::;T A SHALL BE HYDRGSEEDED AF'iER THE INl,.TALLATION OF DRAINAGE IMPROVEMENTS AND REC>lEA TION EQUIPMEl'ff 2. INSTALL IRRIGATION SYSTEM WITHIN· TRACT A FOR GRASS, TREES. AND .L.At{DSCAPING. IRRlGATI.ON. SYSTEM TO BE PROViDED THROUGH SEPARATE DF:S!GN-·BUILD CONTRACT. 3. PARK FURNITURE AND RECREATION EQUIPMENT SHALL BE it1STALLELJ PER M ANUF AGTlJRER'S SPECIFICATIONS. RECRE1\ llON EQUIPMENT SHALL CDMPLY WITH IPEl~A (ASTM) STANDARDS AND CPSC STANDARDS. M!NIMUM SAFETY ZONE STANDARD FOR C(JNlROLLED PLAY FEATURES IS 6'. NmJ~CCNTROLi.Eb FEATURES (eg. SLIDES) HAVE AD0ITl0Nt\L CRITERIA INSTALLATION S!-!Al,.t PROVIDE NO LESS THAN 12" GREATER SAFETY ZONE; THAN MINIMUM STANDARDS. 3. THIS PLAN !:;f'ECIFiF'.i PARTICULAR f"URNISHINGS AND EQUIPMENT TO ESTABUSH A M'NIMUM ACCEPTAe!..E DESIGN. Al,. TERNAIE STRUCTURES AND PRCiTE:CTION SH.t,IJ. AT A MINIMUM,. BE OF COMPARABLE FE,\ TURES, AGE, .AND S/1FETY STANDARDS. 4. ALL EXISTING STRUCTURES SHALL BE REMOVED. BENCHMARK IS: l<[N f1915 COPPER F'l.\JC iN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF GUF:B ON THE W[ST SIDE OF SR.515 GENERALLY ACROSS FROM THE INTERSECTION 'MTH O~D. BENSON ROAD . . ELEV.= 380.86 FEET ,, w I I i i f--1-fC--j'-----· ,·- DRAWN: uc:r NU: DAT[: i j I 1 l . r·t ·7 -, ,~. 1 \.,,10'+ 4/? /08 ' . ---·------·······--···"-·· ·-.....;---"'----~-------------, · CAUTION! r· .. ·--E,,,.,.;·;_,_", .·--=i . UNDERGROUND. UTILITIES o:sr IN 'IHE M,EA Mm 'ENI po-0<NiNG . ,,,_ .. ,,_. u11Un' INFORMATION SHOWN MAY BE: INCOf,1PlET!'.l~v,~. )ff <'\2R7.s .. m?._(n~-P-3 STATE i.AW .RSQUiRES THAT CONTRACTOR CONTACT THC:. ONE'·CAl.L !JlJUTY LOCATE S[RVICE AT LEAST 48 HC)IJRS BE,ORE STflRTJNG ANY CON'.,TRUCTION I i, c_~NE_r_.lol~· _ .. _ .... ~ .. u.·c-·-T·· ··.-.. 1..,..800-424-5555 -· -j c,11 _t. .) I· . " \ I I I I 12" IE=417.6' I I .·.·.·.· .. \··.·.··.·.. . . . ·A_· 1-1ous1=. / , / -/ , / ~ / / "-2 " SITE BENCHMARK R.R. SPIKE ELEV.= 420.81' I .. (..? •• . . r _ ... \ \ . · .. -A5pHN-r .·-· · .. t, . (!) . . __ / I I ~,& '- I I I I .~ cJ' .. -·-\· 1 .. -. I . ·1 . . . ' ·\ _· .\·.· . . . . I I . l · I . \ .. . . \·.·-.·.· ... -· I\ A ' . . ('1 .·· I/ \ \ \ \ \ \ I \ _· .. I \ . \ I. . \ t.·.···· ·1 . · .. -I .. \1P30 \1 0 ~ \ \ \ \ I .. I \\~ \ "" \ I \ \ \ \ I I I / I / 1 I I I I I I \ I I \ I I I I /Dscii lw I (f) I w. I· ::) \z w > ( I. . i5 (.0·\_·· /. o··. .,........ .. I . .. I .. Bl \ I D .-. 12" IE=417~ D 2 fB \ ,;:.. c5> \ \ 12'' LCPE IE=414.5' OF18 * \ L AL15 I 0, ~12" LCPE O;-j IE=413.8' ~ J P7?77:'77777.~ ' / ~ ... ( \ STAIRS J DS09 . \ L .. IE=412.8' / 1-1ousE. #10816 :; / 7/ , , / ( DS24 0 STAIRS L ·· R~KEN . c;NcRE'f: DF17 * \ ------------·---- 12" PVC IE=410.6' \ . . ·\ . . .. \' . . '--. '--. \ '---,,,6' SITE BENCHMARK ~ REBAR & CAP "DCI CONTROL" ELEV.= 417.38' 20 0 I -~ -10 i .~ ·O .. \ ........... ----·-~ GRAPHIC SCALE 20 I ( IN FEET ) 1 inch = 20 ft. cw20Q '--. ......... ......... ......... ......... --418 j \ \ \ 11 I SITE INFORMATION TAX LOT NUMBER SITE ADDRESS 008700-0240 & 008700-0245 16808 & 16816 106TH AVE. SE RENTON, WA 98055 SITE CONT ACT PHONE NUMBER ZONING RUSS HIBBARD ??? R-8 (KING COUNTY) 84,284± S.F.(1.93 AC.) TOTAL LOT AREA LEGAL DESCRIPTION * TITLE PER ORDER NO. 207151497 ISSUED BY STEWART TITLE, SATED APRIL 2, 2007. LOT 5, BLOCK 4, AKER'S FARMS NO. 5, ACCORDl~G TO ~~~tt~ ~ ;~~~~g~ ~~c~~Jl~6~N~~:U~Js~l~Go-iof LATS, * TITLE PER ORDER NO. 207151488 ISSUED BY STEWART TITLE, DATED APRIL 12, 2007. ' LOT 6, BLOCK 4, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. s BENCHMARK IS: REN Tl 915 COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF • CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELEV.= 380.86 FEET SURVEY REFERENCE 1) PLAT OF AK ER'S FARMS NO. 5, VOL. 40 OF PLATS, PG. 27, RECORDS OF KING COUNTY, WASHINGTON. 2) KING COUNTY DATA SHEETS FOR SURVEY CONTROL POINT # 3810, 3790 & RENT1915. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 ' . \ ,, ........ ,..,., t\\ /1 \ . .,,.,,,., .,,.,,. .... _, -- \J f>-.\..t.r.Y t,1f.DICAL 180TH c1:.NrER ~ IV s '-'RD "/ LEGEND ---------SUBJECT BOUNDARY LINE ---------RIGHT-OF-WAY CENTERLINE -RIGHT-OF-WAY LINE -------ADJACENT BOUNDARY LINE -SECTIONAL BREAKDOWN LINE OP· OVERHEAD POWER LINE UP BURIED POWER LINE G BURIED GAS LINE -----OT OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE 1,/ BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN -· .. -· · -DITCH LINE/FLOW LINE -:,·,·, • •= ROCK RETAINING WALL -VEGETATION LINE -------CHAIN LINK FENCE ----WOOD FENCE -------BARBED WIRE/WIRE FENCE ~ TRANSFORMER y FIRE HYDRANT :0: LIGHT STANDARD [XI GATE VALVE [£] POWER VAULT !8 WATER METER IZI UTILITY BOX [.l. FIRE STAND PIPE p UTILITY POLE D CATCH BASIN, TYPE I E--POLE GUY WIRE @ CATCH BASIN, TYPE II l'.Il GAS VALVE -"-SIGN li::i GAS METER o BOLLARD OJ TELEPHONE VAULT o MAIL BOX 234.21 SPOT ELEVATION NOTE: 0 TELEPHONE RISER ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. TREE LEGEND DECIDUOUS TREE 0 All 2 -TRUNK DIAMETER (IN) I TYPE AL=ALDER MP=MAPLE OS=DECIDUOUS MA=MADRONA PO=POPLAR CH=CHERRY EVERGREEN TREE * DF18 195.2 CE=CEDAR OF=DOUGLAS FIR HE=HEMLOCK Pl=PINE HO=HOLLY I~ --HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. A GENERAL SITE LOCATION w (/) w w (/) > w w <! ~ U1 U1 <( w > I <( f- ti) I 0 f-~ ro 0 - 515 DE' I LOF rrv VICINITY MAP AP -NOT TO SCALE -RE E I DUNCANSON Company1 Inc. 145 SW 155th Street, Suite 102 Seutt/e, Washington 98166 Pho11e 206.2444141 Fax 206.244.4455 00 z _J 5 _J U) ~ ws ~~ ....I 0) 0... <( I-~ Cl) CJ) I-CJ Wz (.j -=> 0 0... _J ~ >-"' C') <( :r: ~ I-....I 5~ 3: ~ Cl) w ~o ow C\I LL a: i;~ >-(D (Il ::;; "? ,1~ ! I l/1 :,,'. O:'. <( ~Ii co z :;;; 0 .:c: z F u z ~1~ [L w 0 0:: (D u 1~ (/) l=1 w -0 vi co 1,1 ~ 0 -Cl ~t5 > ,,: ~~ w Ii a: ,.... 0 w '-. f-,o I llf <! 0 z:_ ii! ~ - ci ~ii z ~ :!? ~ 3:: 0 -O >-W I 0 W LO r-,... > 0 CIC) a: 0 0 ::::, ~ -0 Cl) w ........ ~~ -I z C\I -C') I-0 Cl) Oc, C\I 0 R~ 0... ~ CD ~ b:i _J 0 -- <( >< 0) Cl) W N I-=II= () F ~ FLD. CREW: CD/JE FLD. BOOK: 178/24 DRAWN BY: JMB JOB #: 07764 DATE: 11 /05/07 ,r Pl.J R M10 : 2008 SV1 ~FIA 1 OF 1 ' ' \ I I / I '.· l ' I \ I I I I r cti I I I / I j ' \ l I ·-I . \ ' I - ' . f' '' \ .\ ' \ . ' ' I '\ ' "\ ' I 1 i i 0! U . 1 1 I 1·· 1 c.'l '· ' ' I i ' r , i' n "l I ·'. -_ //1 _. ·r . --.//[/c,i/ i _/--1'?' ' i ! ·. f //. ' ' i. ' I ' ' . -" '·1 ; i ' ' 1 I J / ' - . \ i I 1' i/ 't. ., ,,I . ·r , ···-·-'---I 1· r- I -;1 \ X: \07Pro iects \07764 \ 07764LD T\dwa \07764M0D. dwa ' \ ', SW 1/4 OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. \ \ ~,--__ PRELIMINARY PLAT OF T ALB,OT HIGHLANDS ~ \ '//,r/-·,rT/7)\ (/ / .· /" ,, ' ' "/• r:;· r;r,,,:c -~1 k:~/,::'.~'.,, /'. _r_/j I '· ·- / 82.00 B 4,503 SF 9 4,681 82.00. - ' \ ,.,--;:, : t' . ! ,_ N . Ol ' ---ct L Ol 0 " t{) I I ~ co N w 0 0 ") -c:'------,.--l ;at \· 5 82.00 @ 4,683 SF \ z ,. ---•• ,-1 •[ '.' -; I :J ,, /""-, ·-i t ' '1 ~-- I GRAPHIC SCALE I ' ! 20 10 20 ~ 00 ~ '_I l ___ ~I (IN FEET) 1 inch ""' 20 fl. LEGEND ......... -.. --... 'D D ;··, ' ' __ , f-·-- -()-· !><I rn EX, STORMDRAIN EX. SEWER EX. WATER EX. CHAINLINK FENCE _ EX. WOOD FENCE EX, SEWER MANHOLE EX, CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE EX. UTILITY POLE W/ANCHOR E CARR ST ~ <( i!: SE 182ND ST ~l======'====:::::c:=: ~ VICINITY MAP NOT TO SCALE CONTACT INFORMATION AP PU CANT: ENGINEER/SURVEYOR: R. W. PUGET SOUND HOLDINGS, LLC 2011 SOUTH 341 ST PLACE FEDERAL WAY, WA 98003 CONTACT: RUSS HIBBARD 253-835-1802 DUNCANSON COMPANY, INC 145 SOUTHWEST 155TH STREET, #102 SEATTLE, WA 98166 CONTAC~ HAROLD DUNCANSON 206-244-4141 SITE INFORMATION SITE LOCATION: .TAX LOTS: SITE AREA: , ZONING: 16808 & 16816 106TH AVENUE SE RENTON, WA 98055 008700-0240 & -0245 84,284 SF (1.93 AC) R-8 (8.00 DU/AC MAX.) EX. MAILBOX i PROPOSED UNITS: s;!J:.,:,_.,>'.~4&i'"~'~,:,.;1.li,..,-. -· \r 12 EX. GAS METER _ _,. f PROPOSED DENSITY: - --~""'",,.,...., ; 7.97 DU/AC EX. GAS VALVE UTILITY INFORMATION EX. POWER POLE EX. WATER VALVE EX. WATER METER EX. FIRE HYDRANT SV. MONUMENT EX. SIGN WATER: · SEWER: FIRE: SCHOOL: ELECTRICITY: GAS: PHONE: CABLE: SOOS CREEK WATER DISTRICT SOOS CREEK SEWER DISTRICT KING COUNTY FIRE DISTRICT NO. 40 RENTON SCHOOL DISTRICT NO. 403 PUGET SOUND ENERGY PUGET SOUND ENERGY QWEST COMCAST LEGAL DESCRIPTION * TITLE PER ORDER NO. 207151497 ISSUED BY STEWART TITLE, DA TED APRIL 2, 2007. REMOVAL NOTE: LOT 5, BLOCK 4, AKER'S FARMS NO, 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. ALL EXISTING STRUCTURES AND IMPROVEMENTS WILL BE RtMOVED. , * TITLE PER ORDER NO. 207151488 ISSUED BY STEWART TITLE, '' DA TED APRIL 12, 2007, { LOT 6, BLOCK 4, AKER'S FARMS NO. 5, ACCORDING TO THE PLAT :: THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS X OF KING COUNTY, WASHINGTON. "' -i EARTHWORK ESTIMATES ,\ AREA TO BE DISTURBED = ±1.89 AC ,_ -"; .; ROAD •' ' GRADING QUANTlTIES: CUT "" 1,500 CY (DESTINATION T.B.D.) FILL = 200 CY BUILDING LOT GRADING QUANTITIES: (TD BE BALANCED ONSITE) CUT = 500 CY FILL = 500 CY SHEET INDEX PP1 PP2 PP3 SV1 PRELIMINARY PLAT ROAD, GRADING, DRAINAGE & UTILJTY PLAN TREE INVENTORY & LANDSCAPE PLAN TOPOGRAPHICAL SUR\/J;:''/Hl'oFRENTON 11 ECEIVED AUG 13 2008 BUILDINGOIVISION f -·"""'~......-,=1r -~lflES ~"''""'·-~~ BENCHMARK IS: RENT1915 CAUTION! COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT ffiE BACK OF CURB ON THE WEST SIDE OF° SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELEV.= 380.86 FEET , UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY JNFORMATION SHOWN M.AY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION, 1-800-424-5555 DUNCANSON Company, Ina. I 45 SW I 55th Street, Suite 102 Seattle, Washington 98/66 Phone 206.244.414/ Fax 206.144.4455 0 zu :)_J 0...J CJ) - I-~ Wz CJ-::> 0 0....-' .Q 3°:I a: >-lL () co "" I-z w 00 B :::J () z e:: D:'. 0.. w 0 D:'. 0.. u tl 0 w -0 U) 00 > w -O:'. > w a: ro ~ ~ ") 0 '-OC} ci ~ z DRAWN: DCI NO: DATE: 8 w~ 00> <( -...J <( 0... 3: I->-(I) <( ~~ C') . _J CJ) <( :i::::: a: ow C\I 0 w lL KCF 07764 4/2/08 PP1 1 OF 3 SHEETS I ,\ w CJ) w > <( i:!: -<O 0 ,- _. ;;,' I 1+00 ' ' ;., '-I koNNECT ':ro EXIST ,-DOWNSTREAM PIPE ' \ 420 410 DATUM ELEV 405.00 I \ C ' ' ' - - m r') -.... 0+80 ' I ,r, i ,. ' ·<';, >- (/J X w w y 0 w >-> <{ <{ 02 IO >--0 <D 0 CX) oO ,.: -+ ~ :;j'. x,,: II >->-z IJ) -' w CX) 0 CX) .... ~ .... .... ~ .... ' ' /•·, ' ' • " X: \07Pro jects \07764 \07764LDT\dwg \07764M0D.dwg . ' ----------------- 0 I") + 0 ~ N <{ .... ~ IJ) 0 II > _J (1_ w / - ~ . -' _,_, (· Li r . ' . ~ ---·'-• DRAINAGE --TRACT A 50.0' vc W PT ELEV k COMBINED DETENTION AND WETVAULT ---. /] 'I 414.03 LO 'riv PT STA = 1 +46.65 0 CX) PVI STA = 1+55 + 0 " I ~ PVI ELEV= 13_70 ,.: <{~ A.D. = 6.01 >-.... ,n K 8 .. 2 II cc I .------>-> _J ---(1_ w . ----- - ~ ---f- 3-/iOO . ~ UTl,LITY . ... . . 4, .. _ " \ I I I I I I I I I I I • I I I • I 4 I I N88'16'52"W 299_83' - ' ' 50_0· vc PVI STA = 2+80-80 PVI ELEV= 418.74 0 CX) A_D. = -2_01 en K 24_92 en = " N " <{ ~ ~EXISTING GDADE @ Ii. >-.... IJ) II 0 > _J -PROPOSED (f_ PROFILE Q. w ~ --~ --------·-------·---··-- rl 4-_01 0 SE 168TI H PL F ROFIL .. E N 0 01 <D <D .... st 0 r') 0 0 0 CX) -" 0 CX) 01 .... 0 ~ -" \[) r') ~ 01 en en ..; " .... CX) ..; 01 ,.: 01 en 01 <D CX) " CX) " CX) cxi --~ ~ --~ ~~ -~ .... ~ st :;j'. .... :;j'. .... :;j'. .... :;j'. .... st :;j'. .... :;j'. .... .... 1+20 1+60 2+00 2+40 2+80 / 4 0 CX) en 0 + r') >- IJ) 0 > Q. 0 N ~ 01 0) .... :;j'. J. 4.. '- " .; ~- • • -···---:=.---;:.---'' -. -_. _ _,,. .· ·--/TALBOT HIGHLANDS ··~ ~ . I I C . ..:.'., I ----------~ -1?0========---~1 I I \)'-'_;.! \ -:'·I'' ,.;!_ \ I' I I /c \ 5' l1 : __ : /\ ,: ~ " : I \ "i "': FF ~30 : ',_, \ , I 1-, l I"' I \ l 1--"' I '--1 l I -. J I ! L __ "., '-----'-_.;, _J I I ---7""" ---, I --r-; : r--=c_-=---=---=---=--c=t --~-l I : : ' I ) \i i ' l~ _,,I : 9 : r ., I: : FF=426</ : / ' I! I I I I I I t L . ,.· -. J \ I I ' I \ \ l.; : ---+ __ ~---__ -:-~--r~--=-= ~,. I ( --,---.i;_-.>.....J --, ---ii [ ~,~ -----~ -, (l:1, I ''"""·'"ll : I ,t ,_ I !N: ) \1rJ: -'. ~1~ I (-' --10--LI j I I l 11 FF=424-I -,, I ! I I : l I ·. ---·-, I ! \ L <. I I -----.:::-=...=-------~·__._J I ---,~ :"" / I , ·, -:,'---+-----1 i r ___ _.i_,:,. _____ ::._,,I : : \ I I . l I I l I I i : 11 : l I FF=422 I l I I 1 ' I SE 168TH PL STA 3+26_8 = I J ' 106TH PL SE STA 10+00_0 1 l I 1~,· J . L ___________ _J ',{ N -CX) N ~1~ w ' 0 ' 0 ' VJ ' :t' ~ 0 z • ,-..:. . ' ,, • /',.,,. ' ' I -·· I ' I I I .. ·i 4 • I ti..: \ . ; '·-', i ' . /(; ... i - ..r'' I ___ / ',, ' -GRAPHIC SCALE 10 20 40 ao I I I : i <D <D oi -.... ( IN FEET } 1 inch = 20ft. HORJZONTAL 1 inch -5 ft. VERTICAL · II w IJ) _J _J w (1_ .... <D. N I ~ <D 01 N .... ~ + ~ r') ~ CX) 0 cxi en .C -- II i':'. <{ >-_J z IJ) w 430 L-' __ J--. -.... II -----' II _J w _J w ' 0 si 0) ,.: 0 ..; +o 0 0) 0:: + PROPOSED < PROFILE, 01 <{ 0 BENCHMARK IS: RENT1915 COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CUf<B ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION Willi OLD BENSON ROAD. ELEV.= 380.86 FEET CAUTIONI UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 R/W R/W i------------------42'------------------ 4" CONC. SIDEWALK W/ CONTROL JOINTS @ 5' MIN AND EXPANSION JOINTS @ 15' MAX, TYP- l-=:5·--,------16'-----~------16'-----~-5·~ SIDEWALK SIDEWALK I I I 4" ASPHALT CONC. I CLASS B · .-}:. -: .. ,,-,, 2% 2% , . , .,., 2 %,. · ·,,: !f · ·' ·-:-:-:-:,-------.--·.-.---.-.-.·····--.-.-.-:---:-:-:-:-·--.-_. ___ ._._._ ---,-_._._, _____ ,,-_._,:,:-:,.,:-:-:,-,-.---.--:---:,:-:----------·.-.-.-----.---.--·---------·---:-:-:---:-:-:-:-:-.-------·--'-·----.-----,,-_._,_._,_, · • •· · · -.:,-_;iirii Jl-ic: i, c~,,U,'llf,t'COMPETENT SUBGRADE COMPACT TO MIN 95% OF THE MDD ,r CONC. CURB & GUTTER, TYP_ 6" CSTC COMPACTED TO MIN 95% OF THE MOD 0 r---_______ .:....:A..::;..C.=.:CE=.:S=-=S~R..::.O:....:..A=-D _C=.:..R.:..:0:..::S=-=S--=-S=-E C-=-T.:..;,;I 0-=-N~--- Nor TO SCALE R/W i--------------30'--------------' i---------16'---------< CONC. CURB & GUTTER, TYP . ' ! ® 106TH AVEN~E SOUTH B 1------~'---~~---NoT TO so;ALE l 0 <O 0 <O ; (!> ~ e ~ 0) II, :JJ= <{ "' 1-, . 1 t 150_0\ vc ; PVI STA = 10+15 PVI ELEV = 421.j 6 A.D-= 5 27 \ K 28-8 = ' I I ' '·' ' -~ \ ' ' L --., -- , /Vf:D A/JG 13 200B BU/lDfNG01v1s10N 0 en -+ <D -<D ~ N <( .... >-II 0 IJ) 0 --d .. +".! >------- _>- ~ / ~ N ----_,, -;:: N --.... ---- IJ) . --_2_1''/0 -~ II / >-/ >:-__j _.Al.. w ------- --... •' ---------IMATE 0 en CX) N .... II _J w ~ 0 <D ,_ ' <{ + 0 ~ 0:: ~ <{ 0 >-z (/J w -- 0 El l \_APPRO: --,. •. .. ~ \,.--' FINI SHE c GRADE ~ ce > -- (1_ (1_ -.-. --" - "' I >- 0:: CX) 0 ci r') .... II _J w . -0 <O CX) + 0 z -- et" I >- :::J 0 IJ) <{ f- (/) >-IJ) z w EXISTING GI ADE @ Ii.\ h:\ / j ' ,. ' --., ,. ' N N en \[) 0) 01 01 ~ -.... ~ .... .... 3+20 " 01 :;j'. 420 DATUM ELEV 41500 en CX) :;j'. ----- - CX) <D CX) <D CX) _o CX) CX) CX) 01 ~ .... ~ .... .... .... 9+20 1.00 0 ' . ---- -----' -- '" .. ---- 106" rH -<D 0 <D r') <D en r') N st <O ~ 0) 01 0) 01 01 0) oi 0 -~ --st :;j'. .... ~ st :;j'. .... N .... .... 9+60 10+00 t ' I PL SE Pl ~OFIL -it -:! -,,. ~ ':} ) r') .... ~ 01 r') <D l " N " 01 en 0 .... " ..... r') .... en 0) N r') r') ~ 0 0 r') . en l <D rri CX) ,.: 01 lD ~ " 0 0 N N ~ N N .. N ~ N r') r') st N .... N N 1 N N N N r') .... .... .... .... .... .... .... .... .... .... .... .... st ,i ,, ,_ -· 10+40 10+80 11+20 11+60 ,-.--' ;-'J DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 0 zo ::> _J Q_J (/) - I-(/) wO c,~ :::,0 o..._J .Q ~I a: >-I.e. mo y >-z w 00 z ::J 0 0 z >-0:: (1_ w 0 0:: (1_ 0 IJ) 0 w w -0 IJ) 00 > w -0:: > w ([ CX) w 0 >-' <{ r') 0 -:::::_ CX) 0 ~ z ~ z <( _J I C, -I 5 ~ ~ 8 wo 0~ <( ~ _J <( a.. 3: ~~ ~3: C') CJ) -;;}_ ;:: a: ow C'1 0 w LL ~ ~z <( <( a: _J 0 a.. 6~ ~ ...J 0 i= <( ::::> a: 0 C, z o<C <( ~ DRAWN: KCF DCI NO: 07764 DA TE: 4 /2/08 EXPIRES 7-3-09 PP2 2 OF 3 SHEETS I I I I I I I I I I w Cl) !s! I I <( ' J: I- I <.O 0 ,- t:::l I 1 :/· t _c-:)r- : l __ :.: 1-,'; ' I I . . -,-'\' I I i~!J i., I ENTRANCE SIGN I I t-:-)j i ! I. ' ' ,,. X: \07Pro jects \07764 \07764LDT\dwg \07764PP3.dwg /I · V ,/ <7 .• ,, ~. I ---------------- TALBOT HIGHLANDS GRAPHIC SCALE 20 0 10 20 40 (IN FEET) I inch~ 20 ft. 1 CLEARING LIMITS,TYP. BO PLANTING SCHEDULE SYMBOL g 0 I ........ -........ ' ... . .... '······· . "' . ' ...... -············ ............ NOTE: BOTANICAL NAME,:'.COMMON PRUNUS LUSITANICA/ PORTUGAL LAUREL THUJA PLICATA/ WESTERN CEDAR AZALEA ABORESCENS/ AZALEA ACER RUBRUM/ RED MAPLE NAME ARCTOSTAPHYLOS UVA URSI/ KINNIKINNICK QTY SIZE 34 36"-48" 9 6' HT. 2" MIN. 22 2 GAL. 39 2" MIN. COVER APPROX. SPACING 4' f-2' 40' FOR STREET TREES VARIES FOR OTHERS 1. FINAL PLANT/TREE QUANTITIES TO BE DETERMINED BY REQUIRED SPACING. 2 ALL PLANTING BEDS ARE TO RECEIVE GROUNDCOVER THROUGHOUT EXCEPT AS NOTED. TREE LEGEND (EXISTING) DECIDUOUS TREE ' / t.,L: 2 ! ! TRUNK L=TYPE DIAMETER EVERGREEN TREE 3.·! ·7;:> /' .. IJ!-1E EXISTING TREE TO BE REMOVED 0--EXISTING TREE TO BE RETAINED NOTE: AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA OK=OAK CH=CHERRY CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK Pl=PINE 1 EVG=EVERGREEN TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. I l l ' I I l l l ! 1 ' ~l :} ~ TREE CALCULATIONS TOTAL EXISTING TOTAL EXCLUDED REQUIRED TREE RETENTION = 99 TREES = 23 TREES = 76 TREES * 30% = 23 TREES PROPOSED TREES TO BE RETAINED = 15 TREES REQUIRED REPLACEMENT INCHES = 8 TREES * 12 INCHES = 96 INCHES PROPOSED REPLACEMENT TREES LANDSCAPE NOTES = 48 TREES (2" MIN.) = 96 INCHES 1. ALL REMAINING AREAS IN TRACT A SHALL BE HYDROSEEDED AFTER THE INSTALLATION OF DRAINAGE IMPROVEMENTS AND RECREATION EQUIPMENT. 2. INSTALL IRRIGATION SYSTEM WITHIN TRACT A FOR GRASS, TREES AND LANDSCAPING. IRRIGATION SYSTEM TO BE PROVIDED THROUGH SEPARATE DESIGN-BUILD CONTRACT. 3. PARK FURNITURE AND RECREATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. RECREATION EQUIPMENT SHALL COMPLY WITH IPEMA (ASTM) STANDARDS AND CPSC STANDARDS. MINIMUM SAFETY ZONE STANDARD FOR CONTROLLED PLAY FEATURES IS 6'. NON-CONTROLLED FEATURES (eg. SLIDES) HAVE ADDITIONAL CRITERIA. INSTALLATION SHALL PROVIDE NO LESS THAN 12" GREATER SAFETY ZONE THAN MINIMUM STANDARDS. 3. THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH A MINIMUM ACCEPTABLE DESIGN. AL TERNA TE STRUCTURES AND PROTECTION SHALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, AGE, AND SAFETY STANDARDS. 4. ALL EXISTING STRUCTURES SHALL BE REMOVED. BENCHMARK IS: RENT1915 COPPER PLUG IN CONCRETE FILLED PIPE IN WSDOT CASE AT THE BACK OF CURB ON THE WEST SIDE OF SR515 GENERALLY ACROSS FROM THE INTERSECTION WITH OLD BENSON ROAD. ELEV.= 380.86 FEET CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Company, Tnc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4/41 Fax 206.244.4455 Cl) z 0 -Cl) -> w a: ~ z <( _J I 0 -I g _J .:: >-u.. mu O<'. f-z w z ::J 0 u f-[l'.'. 0.. w [l'.'. 0.. u (J) 0 w w D (J) > w [l'.'. OC) w z f- <{ n 0 -::::_ OC) 0 -z DRAWN: DCI NO: DATE: 8 wo 0~ <( - _J <( a.. 3: ~~ ~3: (') . _J C/J <( ,-a: ow C\I 0 w LL z <( >-_J a: a.. ow I-a.. z <( WO > Cl) ~o wZ w <( ~~ z <( KCF 07764 4/2/08 EXPIRES 7-3-09 PP3 3 OF 3 SHEETS