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Home My WebLink AboutLarge FormatLu 2 <( z • ~-> u w 0 --, 0 Q'. (L ~ 0 0 ct: (I) w _J 0 0 <{ (J) \ "' \ N "' "' OJ \ . ,, \, TYPE I CB RIM=507.78 IE 12" CPP N.=504.78 ', z/1,.. POWER POLE -\-WIRES DOWN NORTH SIDE ' ----------- I \, ---[]p I " 1::. R!X -- -+.,,_,,+-~ I E = 5 5. 0?, 0. O ·coNC. HE DWALL -~ ' 4 1Vl II II II II II II 12" RCC IE=507.36 DP--tj__ \ ,,i'·tl ---~-OP---_ '\,, ( "'' §-.. si ... -~ ~ *"' NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. PRELIMINARY SHORT fJLA T OF SADDl~EBROOK DIV. II ROCK FILLED DRAIN FIELD ROCK FILLED CONC. STRUCTURE. LOT 5 BLOCK 2 JANEffS RENTON BOULEVARD TRACTS VOL. 17, PG. 60 t ' 3 • \ ~· 9~======----- FENCE LINE IS ---.---·--·· -·------------------ 71?/:E NO. SPE:CIF:S DBH lOCAllON -------·~----------------- 1 APPLE 7 SUBJECT PROPERTY --·------------~--·····------·-·--· 2 B/GLEAF MAPLE 24 SUBJECT PROPERTY ---_ .. _, _______ -------·-------- 3 DOUGLAS-FIR 11 SUBJECT PROPERTY --. ----------- 4 DOUGLAS-FIR 20 SUBJECT PROPERTY ,------------~---------··-··----------,_ _________ 5 DOUGLAS-FIR 20 SUBJECT PROPERTY 6 DOUGLAS-FIR 22 SUBJECT PROPERTY ----------- 7 DOUGLAS-FIR 24 SUBJECT PROPERTY ------------··--·--------·--,-------- B LOMBARDI POPLAR 18 SUBJECT PROPERTY ----·------------------------------- 9 W/-1/TE POPLAR 14 SUBJECT PROPERTY ~----.. -·---------------~------~-------------------- 10 DOUGLAS-FIR . 26 SUBJECT PROPERI-Y -------------- 11 DOUGLAS-FIR 34 SUBJECT PROPERTY -------------------- 12 DOUGLAS-FIR 24 SUBJECT PROPERTY ------------·-· --______ ,. __ 13 DOUGLAS-FIR 22 SUBJECT PROPERTY ----------·-·------------------------- 14 LOMBARDI POPLAR 36 SUBJECT PROPERTY ·---------------------.. -----···-·· ,-.-----------------------------~- 15 LOMBARDI POPLAR 10 SUBJECT PROPERTY --------~-.. --------------------- 16 ALDER 17 SUBJECT PROPERTY --,------------ 17 BLACK COTTONWOOD 13 SUBJECT PROPERTY ----"-·---------·-------------- 18 BLACK COTTONWOOD 26 SUBJECT PROPER TY --------·------·--------------------- 19 BLACK COTTONWOOD 20 SUBJECT PROPERTY -------·-·-------------------··~-·------···----- 20 BLACK COTTONWOOD 12 SUBJECT PROPERTY :-------------------------- ,. :.=_,p , , 0.6'S. Ofi PROP. LINE x---x----,-x x . -r-::--x ~-'>x:=-=-:;:_..::~:=· •F====0x'====--x-=~'='li'"";,";~~=~;~i.:_:_:_:_.=:_ 4' MTF SOUTH END ?F 812--, _ / ,·, ,. -•• ; X ·,, 6"CLF --------------------- FENCE IS 2 1 S T/5 _ ____. eo/ 0. 0 [L " D 1-------,' GRAVEL TYPE I CB RIM=503.45 IE 12" CPP N.=500.35 IE 12" CPP S.=500.35 SSMH RIM=503.73 IE B" PVC S.=494.50 [L• ' 0 \ ' ' ' \ ' W lu :) ti) 31(.Q ' 0 z 0, • N 0 w 01"' > 0 ~ <{ z I 1- , lO \ l{) ? ;, I \ \ II II II II t FOUND 5/8" ;~~~R / -X--+\---X NB714'18i~"W~f°7'%~~:+~~~~~~~; i SSMH RIM 501.51 IE 8" PVC W. 492. 72 IE 8" PVC N.=492.82 II JI~-- •II II ·, I WITH PLASTIC CAP STAMPED "DRS 37555" 0.5'W x o.o·s g"o \_ FENCE CORNER IS 3. 7'S. OF PROP. LINE j " p . --·---- \ \ I SURVEYOR'S NOTES •• l 1., ,I I I t I I t OF PROP COHNER TYPE I CB RIM=501.11 IE 12" PVC N.=497.79 IE 12" PVC S.=497.69 1. ALL TITLE INFORMATION SHOWN ON T/-1/S MAP /-/AS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMIIMENT SECOND REPORT ORDER NO. 4243-2056268 DA TEO MARCH 21. 2013. IN PREPARING T/-IIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. /-/AS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. SlRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING Tl-IE SURVEYED PROPERTY OTHER T/-/AN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG COi/SUL TING ENGINEERS INC. /-/AS RELIED W//OLL Y ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF Tl-IE TITLE'S CONDITION TO PREPARE T/-1/S SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES TI/E MAP'S ACCURACY AND COMPLETENESS TO Tl-IA T EXTENT. 2. Tl/IS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 18, 2013. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR T/-1/S PROJECT IN AUGUST, 2012. 3. PROPERTY AREA = 38,715± SQUARE FEET (0.8888± ACRES). 4. All DISTANCES ARE IN FEET. 5. T/-1/S IS A FIELD TRAVERSE SURVEY. A LE/CA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE T/-IE ANGULAR AND DISTANCE RELATIONS/-1/PS BETWEEN THE CONTROi.LiNG MONUMENTA 7/0N AS SHOWN. CLOSURE RATIOS OF Tl-IE TRAVERSE MET OR EXCEEDED T/-IOSE SPECIFIED IN WAC 332-130-090. All MEASURING INSTRUMENTS ANO EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIF/CATIONS. 6. UTILITIES OTHER TNAN T/-IOSE S/-/OWN MAY EXIST ON T/-1/S SITE. ONLY T/-IOSE UTILITIES ftllr/ EVIDENCE OF T/-IEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS S/-/OWN HEREON MAY /-/AVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR Tl-IE ACCURACY OF PUBLIC RECORDS. -~"-"'------µy~~ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) GRAVEL DRIVE ENCROACHES 1.5'-2.0' OVER PROP. LINE LEGAL DESCRIPTION: Tl-IE SOUT/-1 130 FEET OF LOT 5 IN BLOCK 2 OF JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S} 60, IN KING COUNTY, WAS/-1/NGTON; EXCEPT Tl-IE EASr 290 FEET THEREOF. REFERENCES: 1. JANETT'S RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS. PAGE 60. 2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLATS, PAGES 26 T/-IROUG/-1 28, UNDER RECORDING NUMBER 20070530000037 VERTICAL DATUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUS/-/ WIT/-/ ROAD SURFACE AT TNE INTERSECTION OF SE. 128TH STREET ANO 156TH AVENUE SE. AKA Tl-IE NORT/-1 QUARTER CORNER OF SECTION 14-23-5. ELEVATION = 547.94 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WIT/-/ TACK IN LEAD PLUG AT Tl-IE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE .• ELEVATION = 372.34 FEET. BASIS OF BEARINGS: N00"29'00"E BETWEEN Tl-IE MONUMENTS FOUND IN PLACE AT /HE SOUT/-1 AND NORT/-1 QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 LOT 2 KING COUNTY SHORT PLAT NO. 976093, REC. NO. 7612010798 LEGEND: FOUND MONUMENT AS NOTED SET STANDARD JONG COUNTY MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS AS NOTED. lJ-SET 5/8" X 24" REBAR WIT/-/ PLASTIC CAP STAMPED "DRS 37555" " SET MAG NAIL Wl7H 1 1/2"' ALUMINUM WASIIER STAMPED "DRS 37555 VBF VERTICAL BOARD FENCE CLF C/-/AIN LINK FENCE ;iURVEYED; SCALE: D.R. STRONG CONSUL TING ENGINEERS SJS 1----·t-----------------------1----1--~-~ 1----+----------------------1----t---1---.f-,,"".s,-,,,--rn-, ------t MN t,s NOTED ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 DRAWU: CWA 1---f---------------------1---t---t----------1 CHECKED; l---li--------------------i---f·---+-----1 MN 1---------1 BY DATE APPR NO. REVISION APPROVED: MN UNE INCH I FULL SCALE ~ IF NOf Ot1E INCH 5CALE At:CORDINGLY T32 VElsllC/!.L; NAVO 19/ltl HORIZONfAL.: 1/JI.O 1963/1991 ;4"D 16"0 TAX PARCEL NO. 3664500245 FENCE CORNER IS 1.7'E. OF PROP. CORNER ~ FENCE LINE : X-- 0.4'S. OF PROP. CORNER Cl TY O~-- REN TO~~ -X---cJ< Planning/Eluilding/Public Works Dept. 0 I 21 BLACK COTTONWOOD 12 SUBJECT PROPERTY -·-----------·"'-··------r .. ------ 22 BLACK COTTONWOOD 14 SUBJECT PROPERTY -·-----··-·--·- 23 BLACK COTTONWOOD 13 SUBJECT PROPERTY ;...._ ________ ------------- 24 BLACK COTTONWOOD 10 SUBJECT PROPERTY ·-·-··---------·-------- 25 BLACK COTTONWOOD 24 SUBJECT PROPERTY ------·· 26 BLACK COTTONWOOD 16 SUBJECT PROPERTY ·----·-···-------- 27 BLACK COTTONWOOD 6 SUBJECT PROPERTY . --------.. ·-·----- 28 BLACK COTTONWOOD 14 SUBJECT PROPERTY ___ ,. ____ -------·------··. --------------- 29 BLACK COTTONWOOD 18 SUBJECT PROPERTY --------··------------ 30 BLACK COTTONWOOD 24 SUBJECT PROPERTY -------- 31 BLACK COTTONWOOD 16 SUBJECT PROPERTY _______ _, _______ ---·-. __ ,, ____ , __ 32 BLACK COTTONWOOD 22 SUBJECT PROPERTY ------- 33 DOUGLAS-FIR 26 SUBJECT PROPERTY ______ ,. __ , --'"------------ 34 --·-·-·---- 35 ----··--···----- 36 -·---·-----····----- 37 -------·-· 38 ----------~ DOUGLAS-FIR 24 SUBJECT PROPERTY -------------·-,.-------"· DOUGLAS-FIR 14 SUBJECT PROPERTY -----------------··------- DOUGLAS-FIR 16 SUBJECT PROPERTY --·-------------------------- DOUGLAS-FIR 14 SUBJECT PROPERTY ----------- DOUGLAS-FIR 26 SUBJECT PROPERTY ------·------------------------ NOTE FOR CERTIFICATION OF SURVEY INFORMATION Tl-IE TOPOGRAP/-/Y ANO BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TING ENGINEERS. NORTH GRAPHIC SCALE 10 20 .... '1-.. .J 40 -1 INCH = 20 FT. SADDLEBROOK DIV. II PRELIMINARY PLAT TOPOGRAPHY MAP DAlE: 05.20.13 FIELDBOOK: PAGE; DRAWING NO: SHEH: OF: C2 7 LUAXXXXX X X X X 10' WID1H lAND5CAPf: BUFFrR ,-- I I ' \ ! ' I . I ' I I I I I I I --.. ·-· --- 1 / 10,249 S.F. I I I I j ~)'• I 0 I" X . I X X X I ____ . " ,, ----..... I I j I I I J i ,_ \ -\ --- I \ \ A I ---1- \ \ \ \_ \ I l .... ' , ,_ \ 2 10,983 S.F. PlANf 5CHf t?Ulf BOfANICAL ~IAMr COMMON NAMr OUAN-rlr( fRfr::S Be-tula Jacquemonti* Himala4an B1rd1, multi-5tem 2 Cercidiph4lum Japonicum* Kat5ura 5 ~ 5t4ra:z Japonica* Japane5e 5nowbell 2 @f--------~- @~-- @-- @-- ®- ' P4ru5 caller4ana 'Chanticleer'* f lowerinci Pear 2 5 -ro-rAL LOf5 X 2 fRrr5/ LOf MINIMUM ~ 6 fRrr5 RrOUIRrt7 SHRUBS and liRC)UND COVfR ruon4mU5 5p, I liold 5pot' :;\s Care:z te5tacea* Penni5e-tum alop. 'Little Bunn4 1 * Vacc in ium ovai;um'X-- Lavandula 5p.* ruon4mu5 fortunei I rrnerald Lla/et4' :;\s ruon4rnu5 f or-tunei 'f rnerald n liold' * Nandina dome5tica Tire Power'* Ci5-ru5 h4br1du5'X-- Hel ictotrichon 5emperviren5* M4rica cal1fornica* Bercienia* P1eri5 Japonica 'Varieciala' * M i5canthu5 5inen5i5* rnuja 0CCidenlal j5 I 5marcid I :;\s Rubu5 penlalobu5* fuonymu5 Orancie 5edcie t7warf ft lira55 rvercireen Huckleberry Lavender ruon4mu5 ruon4mu5 Heavenl4 Bamboo Rockro5e Blue Oat lira55 Pacific Wa:z Myrtle Bercienia Pieri5 Maiden lira55 rrnerald lireen Arborvitae Bramble *Con5idered drouciht tolerant In Pac1fk Northwe5t once e5tabli5hed B 11 4 0 15 0 0 7 0 6 0 0 0 21 29 100 51Zr 1.0 11 cal 1.0 11 cal 1.0 11 cal 1.0 11 cal min. 24 11 ht I cial I cial 2 cial 2 cial 2 cial 2 gal 0 gal 2 cial 2 cial 2 cial I cial 7 gal 7 gal 6'-1' ht I cial - ·1 I I I I I I I I I .J --, i ··-1 3 70,8! I SF ! / I "' . .J TREE !';'(TENTION 1\ 1,55.t S.F. 1: \ (/~ ,~\-1-._,\~r:x1s-r1~1a rRrf -ro Br I I HAND-ClE:AR·MJD CiRLIB Wl::ED5. l1\J5f All 4" DrPff-1 WOOD CHIP MULCH RrMARK5 full and Matchinci full and Mal-chinci full and Matchinci full and Matchinci full and Match inci full and Matchinci full and Matchlnci full and Matchinci full and Matchinci full and Matchinci full and Matching full and Matching full and Matchinci full and Matching full and Matchlnci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full / Compact / Plant 2 4 11 on center . _\7::_'0 [I j RE:fAINrD "-:1---;,._·z~~--_--DRIPZON[: FOR 1::Xl5flNCi 11<1::E: -----------_[ ___ -----~~------ ~ w+ w f= N LANt75CAPt: NOTT::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 RESPONSIBLF. FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRAOE IS TO BE WITHIN 1/1 D" 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. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATIER, 8. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 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 ANLA 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 OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, ANO 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 GROUNO COVER: QUANTITIES, SPECIES, ANO VARIETIES, SIZES AND CONOITIONS PS 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 WRITIEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. ALL PLANTER STRIPS AND POND TRACT LANDSCAPING TO BE IRRIGATED. IRRIGATION DESIGN & INSTALL BY CONTRACTOR. 12. LANDSCAPING BEHIND SIDEWALKS ON ROAD "A" SHALL BE INSTALLED AT TIME OF HOME CONSTRUCTION. 13. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. SPECIFIED TREE STAKE(S)---" INSTALL 'TREE BOOT" OR~ "ARBORGARD" IN LAWN AREAS. , PLANT TREE 1 "-2" HIGHER --- THAN IN NURSERY WATERING BASIN~ / STAPLE ~ ZREINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES filii\!L ~-PRUNE DISEASED AND BROKEN BRANCHES ,~----HOSE & WIRE TIES, SEE DETAIL ABOVE '-" .,-,\ __;, .,_ ,,,. 0 ~ ~}~06~ ::~i .. TWINE & TOP ' 2" SffiLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT BARRIER WHEN TREES ARE ' .. ; ADJACENT TO SIDEWALKS AND RO D . !, C: ;< ROOT BARRIER WHEN TREES ARE ,ff~ ADJACENT TO SIDEWALKS AND ROADS SPECIFIED PLANTING SOIL--1'<;10\ UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR SCARIFY PLANTING PIT SIDES AND SODOM 6" DEEP, FIRM, NATIVE SOIL MOUND '.ix ROOTBAL:·WIDTH ~IN HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL . WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. fRrf PLANfl~,Ja AND 5fAKINa DffAIL NOT TO SCALE /,;;;,~:---PRUNE DISEASED AND BROKEN BRANCHES PLANT 1 " HIGHER THAN :F~--"""';:: J;,,,.-r -~~;--REMOVE TOP 1 /3 OF BURLAP IN NURSERY FINISH GRADE~ _I. 6" 2" SETILED DEPTH OF SPECIFIED MULCH :;:\,':?'/!~--FERTILIZER TABLETS/SPECS ~;;'.,:\/§;,l;,'{--SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY f""----1--FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH 5HRUB PLANflNCi DffAIL NOT TO SCALE NOR1llffi 0 20 40 80 w ':;;' 0 ci z JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: JMV JMV 05-14-13 AS SHOWN RENTON lA-0 5Hfff I of I Ld 2 <( z • I-> u w 0 --:, 0 Q'.'. o_ ~ 0 0 0::: (I) w _J 0 0 <( (/) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) d ::·· 'I £X!ST!NG SSMH ,,, .·'· ;.··I .. ·····~ i ·» ldU -{: SSMH 1 ii ' I I: . " ' I ···. lea 705 i ' 'I ~:, 11 ' Ii NE 1/4 SECTION 14, 7-owNSHIP 23 N, RANGE 5 £, W.M .. PRELIMINARY SHORT f'LA ·r OF SADDLEBROOK DIV. II !I ' 1! ! :·n:--1 i Ii· . i',i jl .. 1' . r: f :11 . 'I! ii ji ,, I i/1 11\' '1/l 11 I' I I I I I I So ' ··"1 ,-------- I I I ---------1 I I I : 1 / I ; I / I I I I I I I I I . I L_ -------I I I I I I J 3/~s: --c --- .TYP.. oa I ------- < / -,I' I·;· . I I Ji·II: '~/i'' i· i-\h' ..=,c...c=,, i'l FS I', :, P (d ,: I u· I I I . 1--'.---. .--:_-;. :<: - i ,,.,,_;,_, _,_,,. ,. ' .. -- ' \;,'\i :: a< : iF ;: " \ \ \ I I \ I ( :; I)\ J, :·1 I ' . / SURVEYEO: SJS D.R. STRONG CONSUL TING ENGINEERS l---of-o----------------------t----+----11----1 DESIGNED: MAJ ENGINEERS PLANNERS SURVEYORS DRAWN: CWA CHECKED: 1---11--------------------1---+---+----I MAJ ----·----1 I I I ,, , I I I 12 IH I .. I I I ----.. _J ------ SCALE: PS NOTED ONE INCH AT FULL SCALE 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 BY 1---------1 IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR NO. REVISION APPROVED: MAJ 1-- 1 I I I I I I I I I I :1 I I I I ---~- \ } ." / ~ ------- 3 ,_,.,, J •• l) --- ! Ii 11'= I' . I I I_ _ STUB (TYP,) -------- I. I I 6" SS STUB VERTICAL: NAVD 1988 HORIZONTAL: NAO 1983/1981 IH!. CITY OF RENTOf\l Planning/Building/Public Works Dept. · l'!Cc (\}\\·(_l\ i T ,-; Ji ;,>r<CP SADDLEBROOK DIV. II PRELIMINARY PLAT UTILITIES PLAN, GENERALIZED 0 I MAY 2 Q i01J NORTH GRAPHIC SCALE 10 I 20 40 :-----1 INCH = 20 FT. DATE: 05.20.13 FIELOBOOK: PAGE: DRAWING NO, SIIEET: OF: C6 7 LUAXXXXX w 2 <{ z • I-> (_) w 0 ---, 0 Cl'.: I)_ :::::s:::: 0 0 0:::: m w __J 0 0 <( U) I I 1:tnv,f s\ ! i ,,.\ '.''/l:-,:1:_'.:; l/Y:'!H "i-;;/:tt t 0 ! ;;·' ; __ ::r, f: 1 Cf:F: I , • . .. ii ' ' : I { I . L 'I I ,; , , 72' E;ISTlhGIR.O.W. li TESC LEGEND Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE HEALTHY TREES TO BE REMOVED DEAD, DISEASED OR DANGEROUS TREES DRIPLINES OF TREES TO BE SAVED .11 11 .. 11 ,I I . I, I I 'I ------- NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II , 1,1;: -·:u!<YJ-: ,, '/ '.} -, }' ~-----------------1 I I I I I I I I I I : 1 / j I ; I / I I I I I I I I 't:' I ui I L.. _______ _ I 11 j ,, ' i (,i f TREE RETENTION CALCULATIONS TOTAL TREES ON SITE: 38 TREES DEAD, DISEASED OR DANGEROUS: 10 TREES IN PR/VA TE ACCESS TRACT: 6 NET TREES: 22 TREES TO BE RETAINED, REQUIRED: 6.6 TREES TO BE RETAINED, PROPOSED: 10 : ~ ®- I I I I L __ --'._ ~ " \ \ I I I " ! i"li' :;i \ T/5 '-:: - -~--:....:: ____::_. _/":'":/"/ T----------1 H,' 2 I I I I I I I I I I I \ ______ J ' SURVEYED: SJS D.R. STRONG CONSUL TING ENGINEERS f---+---------------------f----+---l----1 DESIGNED: MAJ ENGINEERS PLANNERS SURVEYORS DRAWN: CWA CHECKED; 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1---+-----------------------t----1----1----1 MAJ APPROVED: MAJ NO. REVISION BY DATE APPR I ------------ TRACT ''B" \ \. TREE RETENTION ·I, SCALE: /IS NOTED I -ONE INCII I 1 Ar FULL sc.:ALE IF NOT ONE INCH SCI-LE At:CORDl~IGLY VERTICAL: fW/D 1988 HORIZONTAL: NAO 1983/1!)91 .... : ·/ q p--:c'. J 16 'IJ ' \ ' . ' ., ~, / "i-d'.10R 1< ( ,i ii . .i:· ;l·:1,, i". ~ ! Lt• ; iU/" -'-'"'--=----------- CITY OF RENTON Planning/Building/Public Works Dept. I TRcE N10. --·----·--·------ SPECIES DBH LOCATION APPLE 7 SUBJECT PROPERTY 2 BIGLEAF MAPLE 24 SUBJECT PROPERTY ----- J DOUGLAS-FIR 11 SUBJECT PROPERTY ~-~----.. ---···· 4 DOUGLAS-FIR 20 SUBJECT PROPERTY -~----·--------·---------------------···-·- 5 DOUGLAS-FIR 20 SUBJECT PROPERTY ... 6 DOUGLAS-FIR 22 SUBJECT PROPERTY -------·----"---· 7 DOUGLAS-FIR 24 SUBJECT PROPERTY .. 8 LOMBARDI POPLAR 18 SUBJECT PROPERTY ----·-·"···----~------------------ 9 WHITE POPLAR 14 SUBJECT PROPERTY -····------· ··--··.a--·-----~---~---· .. -------- 10 DOUGLAS-FIR 26 SUBJECT PROPERTY 11 DOUGLAS-FIR 34 SUBJECT PROPERTY 12 DOUGLAS-FIR 24 SUBJECT PROPERTY 13 DOUGLAS-FIR 22 SUBJECT PROPER TY -·----·-·--·-· . --------------· --------------· 14 LOMBARDI POPLAR 36 SUBJECT PROPERTY -.. -----------·--·---··-~-------.. *15 LOMBARDI POPLAR 10 SUBJECT PROPERTY ,, __ .. 16 ALDER 17 SUBJECT PROPERTY 17 BLACK COTTONWOOD 13 SUBJECT PROPER TY ... --.. . ... ,----------- 18 BLACK COTTON WOOD 26 SUBJECT PROPERTY -----· 19 BLACK COTTON WOOD 20 SUBJECT PROPERTY -···-····--------·----·-·---.. ----.... --"~-·---··· 20 BLACK COTTON WOOD 12 SUBJECT PROPERTY ,, ____ ....... 21 BLACK COTTON WOOD 12 SUBJECT PROPERTY ----- 22 BLACK COTTON WOOD 14 SUBJECT PROPERTY ., 23 BLACK COTTON WOOD /J SUBJECT PROPER TY 24 BLACK COTTONWOOD 10 SUBJECT PROPERTY - *25 BLACK COTTON WOOD 24 SUBJECT PROPERTY .. *26 BLACK COTTONWOOD 16 SUBJECT PROPERTY 27 BLACK COTTON WOOD 6 SUBJECT PROPERTY -· 28 BLACK COTTONWOOD 14 SUBJECT PROPERTY 29 BLACK COTTON WOOD 18 SUBJECT PROPERTY _,,, __ .... ,. ...... -------·-----~--------·-----·-·------- JO BLACK COTTON WOOD 24 SUBJECT PROPERTY ... ------.... --... ----- JI BLACK COTTON WOOD 16 SUBJECT PROPERTY -· .. *32 BLACK COTTONWOOD I 22 SUBJECT PROPERTY •JJ DOUGLAS-FIR 26 SUBJECT PROPERTY -·--~ ... .,------· .. ·-------------.. -;.----------- *34 DOUGLAS-FIR 24 SUBJECT PROPERTY ---·-.. ·---.. ·• ---·----.. ·--'-·-· ----.. ·---------------~ *35 DOUGLAS-FIR --·-~·-------- *36 DOUGLAS-FIR 'J7 DOUGLAS-FIR *38 DOUGLAS-FIR *TREE TO BE RETAINED SADDLEBROOK DIV. 11 PRELIMINARY PLAT TREE CUTTING/ LAND CLEARING 14 16 14 26 0 , SUBJECT PROPER TY .. ~ ... SUBJECT PROPERTY ------ SUBJECT PROPERTY SUBJECT PROPERTY NORTH GRAPHIC SCALE 10 20 I .. 40 • 1 INCH = 20 FT. DATE: 05.20.13 FIELDBOOK: PAGE: OMWING NO: SHEET: OF: C3 7 LUAXXXXX --------------------------- 1_u ::, <( z > f--- (_) w 0 --, 0 Cl'.: o_ ~ 0 0 n::: m w -' 0 0 <( CJ) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 14, TOWNS'H/P 23 N, RANGE 5 E, W.M .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II USE EX. PA Vf:D SHOULDER TO FORM A TEMPORARY LANE ' -i1-f 1 ; !\ i '! "'·' ··. ' j . J 0 PLACE 28" HIGH CONES SPACED EVFRY 20' AND i II O ft_ 2' AWAY FROM THE I t Ii WORK AREA _ -;---K L.1.f LO , o CJ).< ~--~II_ 0 f ~· "'1i: ~ 11 ~~ i • i-:: 1--]: 0 ~ CJ;) • i,lf) ~-i '"-: '. ·'-··i\ 0· ·rr· Ii·, ·-· i ' ·_, . .. · -ul_ 0ft : __ - : i· II i I • I ·' i I 0 ?i 9i~ 0111 011° ~ . 'l\, 1\ 1 " • L. -cc:; c~~'-· GS'~c~~;,;2; I f, a ~ • ; • ,, ;:· 11,,; :'~,C~_BAO=r~1:"'·,:.~i1',:;r-I,,-,i,rff-1!i-""i:'-,'i'·f'--/, ,--.""·.-r00-,~-l,'.;;. 3 TRACT "B" I r ~; 0 .+!-'"''-+-ll-( O -~ 0 1 :~ 0 1 I II . b, I "' I · lo \\ ? 0 '1 I' , , I 1.\, l I l :: : ! ' . 'I I , I ,1 'I ·_-_·1 .. i! I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND. WA 98033 0 425.827.3063 F 425.827.2423 SURVEYED: SJS 1----f---------------------•-+---+---f---t DESIGNED; MAJ DRAWN; CHECKED; 1---+---------------------+----+----1----1 MAJ 1---------1 BY DATE APPR NO. REVISION APPROVED; MAJ SCALE: />S NOTED ONE INCH AT FULL SCALE IF fJOT ONE INCH SCALE ACCORD:NGLY j J:1; i'.: VERTICAL: NAVO 19!:!8 HORIZONTAL; NAO 1983/\991 CITY OF f~~EN TON Planning/Building/Public Works Dept. NOTES: 1. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT. 2. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL. 3. STEADY BURNING WARNING LIGHTS (TYPE C, MUTCD) SHOULD BE USED TO MARK CHANNELIZING DEVISES AT NIGHT AS NEEDED. 4. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THE OWNERS OF PR/VA TE DRIVES BEFORE INTERFERING WITH THEM. 5. ACCESS FOR FIRE-FIGHTING EQUIPMENT SHALL BE PROVIDED AT ALL TIMES, AND THE CONTRACTOR AND/OR DEVELOPER SHALL KEEP THE LOCAL FIRE PROTECTION AUTHORITIES INFORMED AT ALL TIMES OF THE LOCATION OF CONSTRUCTION OPERATIONS AND FIRE LANES. 6. THE CONTRACTOR SHALL NOTIFY THE AUTHORITIES IN CHARGE OF ANY MUNICIPAL, PRIVATE, OR SCHOOL TRANSPORTATION SYSTEMS AT LEAST ONE WEEK IN ADVANCE OF ROAD CLOSURES THAT WILL FORCE A CHANGE IN THE REGULAR ROUTING OF THE TRANSPORTATION SYSTEM. 7. THE CONTRACTOR SHALL CONDUCT HIS WORK SO AS TO INTERFERE AS LITTLE AS POSSIBLE WITH PUBLIC TRAVEL AND SHALL, AT HIS OWN EXPENSE, PROVIDE AND MAINTAIN SUITABLE BRIDGES, DETOURS, OR OTHER TEMPORARY FACILITIES FOR THE ACCOMMODATION OF PUBLIC OR PRIVATE TRAVEL, INCLUDING MAIL DELIVERY. 8. ROADWAY CROSSINGS SHALL BE MADE IN SUCH A WAY THAT NO MORE THAN HALF OF THE ROADWAY IS CLOSED TO TRAFFIC AT ANY TIME EXCEPT WHEN SUITABLE DETOURS OR OTHER ARRANGEMENTS AREA AGREED TO. 9. WORK SHALL NOT BE STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-WAY UNTIL CLEARANCE IS GIVEN TO THE CONTRACTOR BY THE DISTRICT. UNLESS OTHERWISE DIRECTED IN WRITING BY THE DISTRICT, THE CONTRACTOR SHALL LIMIT HIS WORKING HOURS TO THE GOVERNING AUTHORITIES STANDARDS. 10. NO EXCAVATION OF FILL MATERIAL SHALL BE STOCKPILED IN THE RIGHT-OF-WAY. 11. STREET SWEEPERS SHALL BE EMPLOYED DAILY DURING EXCAVATION TO REMOVE DIRT FROM THE RIGHT-OF-WAY. 12. HOURS OF WORK: 7 A.M. TO 3 P.M. WEEKDAYS. LEGEND: Ill WORK AREA MAY 2 1J ;:u IJ NORTH 0 SADDLEBROOK DIV. 11 PRELIMINARY PLAT PRELIMINARY TRAFFIC CONTROL PLAN GRAPHIC SCALE 15 30 60 1 INCH = 30 FT. DATE: 05.20.13 FIELD800K, PAGE: DRAWING NO: SHEET: OF; T1 1 LUAXXXXX I.LI 2 <( :z 1-u w -, 0 O:'. Q_ > 0 ~ 0 0 0::: m w _J 0 0 <( U) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1 /4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II JJ,l:~~-1~/l=--·-··=::Jll .... J/l I \ J __ l L ~----/ ------·-'-----.L____L __ '\L. I ' _____ T _____ _ , I , -- =---L__ I I ' I ;--- -----,------, , I , ~-j ! I , I ~--1 I \ \~- j I I -~-t--~, i I f---~1 _ 1 1 -- i )--i i i 1~- -;--------1 i i j II, j r---< I i ----·--- \ ! i ___ ___, I l \ \_,,-_,- !I II, C _(.,!! -_,,--- -----------------------------------j i I ---I c--- r-- ~·- i I ! i , I .____ I, I , ---------------i-------,-~---- , I e---- \ ~------SE-+31-~T-S'F-----J ~. I I <----~~ i i - I[[ i i ~-----ji l ----r---i i i ~-------------------SE-132ND--ST---------d \ -- 1.' -I -i ! L I L -l l= 1,.l \ -- [ '--L_ _ ___L_ __ _! -----~-~-----'---·-] •. i t-.s£4J2N9.PL---; I - -- i ! --- 1 jt--'-,-TL • I ' I ' l =-~-·-~--, ~--;· cl-_-~ I ~ l ~ I -------11---:::=::-=N,Al;EJ:':,__=i,tc::5'T-f---::-iS;:-:'J.,-=-=-: =_:-1--.L _ __L_ ___ _J_ ,-r-------iw ~ ! ~ , t----j , 1C I , I ---C·---+-----/ I ~ i!: ,~-----SE-134TH-S1"-----~ PROJECT SITE n. -'l--- '- ;--- ------- --l -IT[ I C. .. -{-q -----Sf-~ -------- ·----- -~ ---- ,-- --- ---- -ll --+--ii------1 ===--~ --, i T . I ---. __,,--~ '---:-=---=-=-==-----J ,_ ) ----! m-i _I I - -----,t~~~::~-~--~---~~~~-~~~-~~·~~~~---~--~----~f • • I i -~c~ ~ ___ ~ r:-----SE-1J'5'l7-f-S1-----f-----= ---~-~ -- . ~ r----' __ -ct l_ , I ~~ ' -I ! I ____ t _____ ---_ ~ ---1 1 l \,\( ---- \. -~ ! -------,----~ ----------SE-2N8-Pt--l-----------------_______ _!__________ I ! I i ~ I I -----------, I ~ i I t i \ -------f-=--.:---------------r------~--- l//-1 Tij0 I51 J I J it i \ ------J 1p11- i 1 -·'II-I I r_ 1 1 --, ·1 I i i ~ i i I I I i i D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLANO, WA 98033 0 425.821.3063 F 425.821.2423 SURVEY£0: SJS 1--+---------------Jl---f---·f---i DESIGtJED: WJ DRAWN: CWA CHECKED; 1---+----------------jt---+--·-+--I WJ BY NO. REVISION DATE APPR APPROVED: WJ SCALE: AS NOTED I ONE INCH I I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1985 HORIZONTAL; NAO 1983/1 991 NOTE: NORTl-1 GRAPHIC SCALE 0 100 200 400 FEATURES SHOWN ON THIS MAP ARE ORAWN APPROX/MA TEL Y USING KING COUNTY IMAP. CITY OF RENTON Planning/Building/Public Works Dept. L ; J mvl /~·-, . _ 1 !)NCH= 200 FT. ul,y u, henton DATE: 05.20.13 FIELDBOOK: SADDLEBROOK DIV. II PRELIMINARY PLAT MAY 2 O l01J NEIGHBORHOOD DETAIL MAP F/i[E:'(~!f]\\f~[Q) PAGE: DRAWING NO: SHEET: OF: N1 1 LUAXXXXX c-o Q " Q "' N ru N w 2 <( z f-u w ---c, 0 r:r: [l_ > 0 ~ 0 0 O::'. m w _J 0 0 <( U) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 520 · ·500 480 NE 1/4 S'ECT/ON 14, TOWNS'H/P 23 N, RANGE 5 E, WM .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II I I I i I I I I I I I I L -I -I -I - "' ,. "' " "' -" aj oi ·-"i "' "' CQ "' o; O; O; " " ' " ,. " 69-t-45.54 6"9+90 70+50 -. 02 FT/FT. 8" CRUSHED ROCK: (ti" M/NUS\CRUSHEO SURFACING BASE COURSE) 16' ROADWAY CATCH BASIN & STORM SEWERS (TYP.) ~ 02 FT/FT . 4" COMPACTED DEPTH CLASS 8 ASPHALT CONCRETE fl bl' i '-' !s! "' "( l;j i!: - ill~ ~8 " .,. "' <:l "' aj"' 0, C(j .:!; .,. ~ii ,J ".l j i ---I ----- I 156TH AVE1IUE O; " <o "1 "' <o " aj O; O; "' 0, ' " " ,. 77+70 71+70 I I --'--··~ ~ I I 5£1j (VES~A AVE. NE) i - " "1 ') o; cs i3 O; C, " "1 "1 72+30 72+90 I I i - I 1----1----i i ! "' co O; <'i "i si ,; C, C, C, C, <n "1 "1 "1 73+50 74+/0 30'-42' 17' VARIES ·W>.:v~/0\«~ GRIND AND OVERLAY TO R.O.W CENTERLINE 4" COMPACTED DEPTH CLASS 8 ASPHALT CONCRETE 8" CRUSHED ROCK: (ti" MINUS\CRUSHED SURFACING BASE COURSE) I I ~I -, -.JI ,_, ::, I ~I I uit I I I I - I ··=-J·~ ;, .. I r ----, i I I I I I I I I ! I I I ,, " " aj <:) C, C, '0 'CJ "1 74+70 35' R.O. W. HALF WIDTH 1' SAWCU/ 0.5' -CATCH BASIN & STORM SEWERS SEE PLAN ', , 'f 520 I I -r -- 500 480 " C, j U) IC) 75+30 5' ROW OED/CATION l;/J,,y 20tUIJ GRAPHIC SCALE EAST HALF 156TH AVE SE (VESTA AVE Nfrl(i) 0 15 30 60 I J I _,,J 1 INCH= 30 FT. HORIZONTAL TRACT NTS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0 425.821.3063 F 425.821.2423 SURVEYED: SJS f---+--------------------+---+---+---1 DES:GNED; WJ DRAWN: CWA CHECKED' 1--------------------------------WJ APPROVED: WJ BY DATE NO. REVISION APPR SCALE: "5 NOTED I ONE iNCH I Ar FULL SCALE iF NO[ ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19e!l HORIZONTAL: NAO 1963/1891 CITY OF RE~ITON Planning/Building/Public Works Dept. SADDLEBROOK DIV. 11 PRELIMINARY PLAT 0 ROAD PROFILE AND CROSS SECTION DETAILS 5 10 20 1 INCH= 10 FT. VERTICAL DATE: 05.20.13 FIELDBOOK: PAGE: DRAWING NO: SHEET: OF: C7 7 LUAXXXXX w 2 <( z f-u w -, 0 er (]._ "' 0 "'· 0 !'I:_ "' > 0 ~ 0 0 0::: m w .....J 0 0 <{ (f) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1 /4 SECTION 14, TOWNSHIP 23 N, RANGE 5 £, W.M .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II . I" I/' I CB 705 d r • CB '704 \i • k I .@' ~I~- !.lJ 'w.:i ~-~ ,.,, ' "'( "'( ~ i Ii 1--.;: V;) fB· ~-" I '-- nl i CB 1021 'J 11 1' ;,··111[· I 'l! I 1------------I I I I I I I I I I I 1 I I I I I / I I I j ~ -,,-;-'< " \ \ I I I I I I I I ___ j I I I 'I I I -# I 3 L ______ _ -~-··, ... TRACT "B" [ TREE RETENnON ::CC\Ci :-.JV, 1, / ::. ~tf· Fit;' C'.i'~ :-.J:i ',',, 11 "' 0 '·.;.· I " So< . r~-"·'· .. ··,·"Trffi'N:-. ------~:=========---5~/~0~-=-=-=-=--::~= L w;:. '-l ' ~ . '\/;!' ' 16' GA 7E Wl711 2-8' SWINGING SECTIONS . 5'x5' BA YFIL 7ER VAULT CB 13 TYPE 2-60" CONTROL STRUCTURE 6' CHAINLINK FENCE PER flSDOT STD. PLAN L-20.10-01 TYPE 3 16' GA7E Wl711 2-8' SWINGING SECTIONS T,: '"°· s:r ;; ,..J' D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38/h PL, #232 KIRKLAND, WA 98033 0 425.821.3063 F 425.821.2423 r II ii ii ii I! i ,, CB 7011 I I' 1i 'I i I . I le-\ rf"-\ \ :~. ;'. , N >'s,6 I I -I I ' I CB 101 · Jr I 11\ . I I II I I CBL I I I CB 5 "' 0 N J DE7EN T/ON POND j 7.15' LIVE STORAGE I I --- i I I I I I I I I I I I I I ---------------' I I I I -----I -------------0~ __ _,, f ~;-;, ;,· I l '. : SURVEYED: SJS 1---,+----------·-------------f----~--t----l DESiCNEO: MAJ DRAWN: CWA CHECKED: 1----1----------------------+----t-·--t----1 MAJ APPROVED: MAJ BY NO. REVISION DATE APPR SCALE: AS NOTED ONE INCH Ar FULL SCALE IF NOT ONE ltlCH SCALE ACCORDINGLY VERTICAL: NAVO 1 gas HORl:!ONrAL: o'<AIJ 198.:3/1991 CITY OF RENTON Planning/Eluilding/Public Works Dept. SADDLEBROOK DIV. II PRELIMINARY PLAT DRAINAGE CONTROL PLAN NORTH GRAPHIC SCALE 0 15 30 60 I I L -- 1 INCH = 30 FT. DArE: 05.20.13 FIELDBOOK: PAGE: DRAWING NU: SHEET: OF: C5 7 LUAXXXXX Lu 2 <( z > f---u w 0 -c, 0 0:: o__ Y'. 0 0 a::: m w _j 0 0 <( (f) Call 2 Working Daya Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) . : "J:-. ,-:; j\\\ /i ! .-: ::.; ; ii ;'1\\!. "-::-:; I I i II -::; --~ 11 I ' ' i I i:. I' I !, II :1 I I 60' ROW \ ·:r / 71' RJ~ I' I II vi Ji <,._ ii 1, ' ,I ' I I ii i \ I i II ii NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 £, W.M .. PRELIMINARY SHORT PLAT OF SADDLEBROOK DIV. II I I I I I I I I I I I il ;/ ' Ii fl. I • i s So. ' -•• .:i "' 0 ·o in I'? C) -"' ' - 'W \ • "' .!'"", C, 4" 0 0 z :. q_ (,.'<iLL ' R. 0. W. OED/CA noN i > r------------1 ------1 I I~ I I e-; I I <o I I I I : 1 / j I 10,249 s.F. I I PAD ELEV. 508. 75 / I I I I I I I I I I ~-L--~~-----------_I ' 'tx,snNG RUNOFF SHEET FLOW.S CROSS 1 SQUfH'M:STERN PROPERTY LltJE '·' :'., d ' .• '1 ·i'. r;(/>~ f'< j I~ ;,,'.,'-!'!-:; ~-(:id !C>'. :;:;c :--------,'h-'----. I I I I L--~-----i ' °" ,, 10,983 S.F. \ F'Ao· ELEV. 511.50 \ 'I if,, I ·. , .J, I I • • I v L.._ ·-:;:· 1: 1'> --:>'i /--~-J\l1i-~+r;---- i II SURVEYED; SJS D.R. STRONG CONSUL TING ENGINEERS 1---+--------------------+---+---1---1 DESIGNED: WJ ENGINEERS PLANNERS SURVEYORS 10604 NE 38/h PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 DRAWN; CHECKED: 1----+-----------------------t----1-----1----1 WJ ~10. REVISION BY DATE APPR APPIWVED: WJ ri;:; i :s ;: f·i . ·J i< ii' H ---------1 I ,--------------·-------1 I I I I : I I I : b I 'K I "l''ci" I !2 I ' I ' I : I I lg I I I ~ I ·::-+------J -:.;1 CL l _ I I I I I I I 3 10,877 S.F. PAD ELEV. 511.50, ~-· T I ' ·1 ~ .,0. 0 , X 1 · ~""-J' ' ' . . ' I' I I I I; Ii I --------' / i ---: -~ _:7;,.,.;-:---~ TRACT "B" TREE RETENTION 1,554 S.F. ;.:,-.L (>.Hr-;Ln :S ) (jj-.--<;,;;: 1,Jli ~ \ ~··----------------------------~ GENERAL NOTES: ENTIRE SITE AREA: 38,715 S.F. = 0.89 ACRES AREA OF WORK: 41,095 S.F. = 0.94 ACRES /. 2. SCALE: ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVEO DROP-OFF SITE. FILL NEEOEO IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVEO SOURCE AND SHALL BE APPROVED BY GEOTECHNICAL ENGINEER. MS NOTED ONE INCH VERTICAL: NAYD 19135 HORIZONTAL; NA.D 1983/1991 Pt?ELIMINARY SITE VOLUME CAL GULA TIONS CITY OF RENTON CUT VOLUME (CU. YOS.} FILL VOLUME (CU. YOS.) NET VOLUME (CU. YDS.) 211 208 3 CUT *THESE VOLUME CALCULATIONS ARE APPROX/MA TE ONLY AND 00 NOT TAKE INTO ACCOUNT STRIPPING, ROAO SUBGRAOE, COMPACTION OR EXPANSION .. CONTRACTOR SHOULO USE THEIR OWN CALCULATIONS FOR CONSTRUCTION PURPOSES. SADDLEBROOK DIV. II PRELIMINARY PLAT CONCEPTUAL GRADING PLAN e------------j Ar FULL SCALE IF Nor ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. DATE: 05.20.13 FIEL0800K: PAGE: DRAWING NO: SHEET: OF: C4 7 LUAXXXXX -----------~-------~-~ ------~---- SHEET 1 OF 2 LEGAL DESCRIPTION THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF JANETT"S RENTON BOULEVARD TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 290 FEET THEREOF. OWNERS DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SHORT SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE SADDLEBROOK HOMEOWNERS ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS SHORT PLAT AS A MEMBER OF SAID SADDLEBROOK HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE SADDLEBROOK HOMEOWNERS ASSOCIATION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2:Q-1!Ji13JL'fsiQ_Q_iJJh_ _________ . IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS SHORT PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: ACH HOMES, LLC, BANNER BANK A w(.stHINGT~~MITrn UABILITY COMPANY SJ-lDDLEBROOJ( DIV. II SHORT PLAT A PORTION OF THE SW. 1 / 4 OF THE NE. 1 / 4 SECTION 14, TOWNSHll::i 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTOf\l, KING COUNTY, WASHINGTON CITY OF RENTON CONTROL MONUMENT NO. 1851, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF RENTON/REF. 3 CITY OF RENTON CONTROL MONUMENT NO. 1852, MONUMENT NOT SEARCHED FOR, HELD POSITION PER CITY OF RECOF\OING NO. VOL/PG LUA-13-000626 LND-20-0583 RENTON/REF. 3 / FOUND r)UNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE N88'22'10"W CALC. N88·21 '12"w CALC. (N88°22'17"\fj____c .. ..:::0~.R.:.:..)L.__ __ 10 J 11 /1 (N88.21"19"W REF. 3) 11 NE. 41li ST. (2623.86' C.O.R.) ~---· V-::-'-.~tc-----N87'09'52"W 15 14 2622.48' REF. 3 4! r-::::-.b. 634_29 , _ -+-}- HELD 91 '09'30" _/ · 574 46' · CALC. (576.1' REF. l) ~w-LL..1 PER REF. 3 . De: CITY OF RENTON APPROVALS ------------------------------------0 OC:· ~ ~ 11 FOUND CONCRETE DEPARTMENT OF PUBLIC WORKS . (h EXAMINED, D APPROVED THIS 2 $ __ DAY OF [E.1~:/LV4P}. 2014. ADMINISTRATO:r113!JJ!l!l{f/J,~1/t--. ________ _ KING COUNTY DEPARTMENT OF ASSESSMENT w 01 ~ MONUMENT WITH PK C ~ ~ NAIL DOWN 0.81 IN . 0 BLOCK 2 0 ~ MONUMENT CASE ;,i JANETT'S RENTON 0 o BOULEVARD TRACTS ;,i VOL. 17, PG. 60 o " sf- N . <O " 0 co 0 lY--Lrik~ BY: MICHAEL GLADSTEIN ITS: MANAGER J§L-1-\.,yf CA.-r~( BY: BURGE-e-AMPBELL b fl.,,.,1.e,C'C__'_,ffr,ffjr?'t,L EXAMINED, AND APPROVED THIS if!~_!) DAY OF _ jl{lf/L-C-1-r_ 2014. LJ r 0 co .• Ol ~ \;, r') N co ACKNOWLEDGMENTS ITS: VICE PRESIDENT KING COUNTY DEPARTMENT OF ASSESSM[NTS ), L0. D"/ a <1-fal-~11--..._~a=-£=,_,------+==-===-==--~ -,LVN STATE OF WASHINGTON ) L/" ) ss COUNTY OF ..f.] / Ill§; ____ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MICHAEL GLADSTEIN SIGNED THIS INSTRUMENT ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE MANAGER OF ACH HOMES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED 1../;._o/J.&/Aj' ----r--r------------- ~1~~;.;~RPEu~~c .!£ tw-f /. l:!f!ft!J TITLE ;r/orA-.te,j 12~/C/ --------r-------------- MY APPOINTMENT EXPIRES & • /7, Jt/ STATE OF WASHINGTON ) K._· t1A ) ss couNTY oF __ 1-__ J ____ ) Mu ce I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ,lallJRCI,, CAMPBELL SIGNED THIS INSTRUMENT ON OATH STATED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE VICE PRESIDENT OF BAN~JER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED ;t/ ~ C) _/ P-c> It/---- SIGNATURE OF /J £ ....,.,p1/J ~ NOTARY PUBLIC~ £'"ift. TITLE /1/t>k.Yl/, l~/ie, £ii'7f57\1~7ifi"\---------- MY APPOINTMENT EXPIRES i/11 tu>, &J PRIVATE EASEMENT PROVISIONS , I\NGELA M. POTESTIVO NOTARY PUBLIC STATE OF WASHINGTON MY COMMISSION EXPIRES 08-19-16 THE OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE SHOWN. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES AND/OR USES FACILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. KING COUNTY ASSESSOR PARCEL NO. 3664500250 NOTES AND RESTRICTIO~JS ----------------------1. TRACT A IS A PRIVATE ACCESS AND UTILITY TRACT AND IS HEREBY GRANTED AND CONVEYED, UPON THE RECORDING OF THIS SHORT PLAT TO THE SADDLEBROOK HOMEOWNERS ASSOCIATION, SAID HOMEOWNERS ASSOCIATION, IS HEREBY R[SPONSIBLE FOR MAINTENANCE OF THE PRIVATE ACCESS FACILITIES WITH!~! SAID TRACT. AN EASEMl:NT OVER SAID TRACT IS HEREBY RESERVED FOR THE OWNERS OF LOTS 1, 2 AND 3 OF THIS SHORT PLP.T FOR ACCESS AND PRIVATE UTILITY FACILITIES, INCLUDING BUT NOT LIMITED TO, SANITARY SEWER, WATER, GAS, POWER AND STORMDRAINAGE. THE OWNERS OF SAID LOTS 1, 2 AND 3 ARE HEREBY Rf:SPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE UTILITY FACILITIES AND SHALL S:H,RE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE UTIL.ITY F·-ACILITIES USED 1~1 COMrAON WITHIN SAID Ei1SEMEtH. PARKING ON THE PAVl~IG IN T:-JE ;,CCESS EASEMENT IS PROHIBITED. Ut~LF:SS PAVEMENT ·WIDTH (s"\:iREATER TH,1-N 20 FEET. 2. TRACT B IS A PRIVATE TREE RETENTl0N TRACT AND IS HEREBY GRANTED AND CONVEYED, UPON THE RECORDING OF THIS SHORT PLAT TO THE SADDLEBROOK HOMEOWNERS ASSOCIATION, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FCi~ THE MAINTENANCE OF SAID TRACT. 3. THE HOME CONSTRUCTED ON LOT 1 SHALL FRONT 156TH AVENUE SE. 156TH AVENUE SE. SHALL BE USED AS THE "STREET FRONTAGE" IN TEPMS OF APPL YING THE RESIDENTIAL DESIGN STANDARDS, RMC 4-2-115. 4. THERE SHALL BE NO VEHICULAR ACCESS TO 156TH AVENUE SE. FROM LOT 1. 5. ANY FUTURE RESIDENCE TO BE CONsmUCTED ON THIS SHORT PLAT SHALL BE REQUIRED TO BE FULLY PROTECTED WITH A RESIDENTIAL l'IRE SPRINKLER SYSTEM. 6. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE cOMNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS NO. R-3690 ON FILE WITH CITY OF RENTON. THIS PLAN SHA.LL BE SUBMITTED WITH THE APPLICAl"ION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APl--'l~OVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT DISPERSION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. 7. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO_ R-3690 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE SHOWN ON SHEET 2 AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON . COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT OF SADDLEBROOK DIV. II IS BASED UPON AN ACTUAL SURVEY AND )3UBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AJ>fD DISTANCESIARE SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROU.~D FOLLOWIN</THE COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HA~E /L.C.0077'.IEO,/WITH THE PROVISIONS OF THE PLATTING REGULATIONS. j);liL-l STEPH N J. ~HREI. PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37555 D. R. STRONG CONSUL TING ENGINEERS 620 7TH AVENUE KIRKLAND, WASHINGTON 98033 PHONE: ( 425) 827-3053 CONFORMED COPY 20140304900002 CITY OF RENTON SPM 143 00 PAGE-001 OF 002 . 03/04/2014 10:06 DIVISION OF RECORDS AND ELECTIONS llS -----DAY OF ----------------, 5u..rJ'2-15 )LUME _3.s)_1___ OF~. PAGE(S)/ ,3 g-/ 31 MANAGER SUPERINTENDENT OF RECORDS 0 (/) ~ i= co in ... N r') • sf- I[) ' {() N /2: 01 ~ @ 0 r') 5 N87"55'20"W 653.45' SE. 136TH ST. N s!- 1[) -~ l{) co 01 FOUND 4" CONCRETE f'l j, MONUMENT WITH PUNCHED 2" 8 ~ DOMED BRASS DISI< DOWN 2 0.5' IN MONUMENT CASE ~ ~ FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK STAMPED "LS 38488" DOWN 0. 7' IN MONUMENT CASE 23 REFERENCES: 1. JANETT'S RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS, PAGE 60. 2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLATS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 20070530000037. NC)RTH 3. HIGHLANDS PARK RECORDED IN VOLUME 245 OF PLATS, PAGES 95 THROUGH 101, UNDER RECORDING NUMBER 20080109001255. GRAPHIC SCALE 100' 200' 400' 1 INCH = 200 FT. 4. SADDLEBROOK RECORDED IN VOLUME 263 OF PLATS, PAGES 55 THROUGH 58, UNDER RECORDING NUMBER 20131016002039. BASIS OF BEARINGS: N00'29'00"E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA. 98033 0425.827.3063 F 425.821.2423 www.drstrong.com JOB NO. 13030 SHEET 2 OF 2 SADDLEBROOK DIV. II SHORT PLAT A PORTION OF THE SW. 1/4 OF THE NE. 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTO~I, KING COUNTY, WASHINGTON w (/) w > <( I I- <D LO ..... ,.-, rr, u.: • w r--et: I<') ·r0 ~"<I' (0 • N~ (0 N WW OC) :.- ~ ~ Ol (Jl NN ob oo zz .__, 14 '\ I ~FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE 30' NC)RTH GRAPHIC SCALE 0 15' 30' 60' 1 INCH = 60 FT. BASIS OF BEARINGS: Noo·29'oo"E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 LOT 5 BLOCK 2 JANETT'S RENTON BOULEVARD TRACTS VOL. 17, PG. 60 5.00' r FENCE CORNERS fT_; ____ !93:2~.1G7;;-. ~R;-------1-----i~N~a;r;4!4 '~18~"~w~22~9!7·~3~2·~..!:N~.JL;!:IN~E~S;_. 2;13~o~·.~LorT~5~-----;:;-:;-::-:::;-------· ~·~iP. XC~R~EER OF 116. 96 R 6"CLF '3.19' R r t co N l[) (0 Ol (0 ~ 0 d t'l 30,5' ...--~-5.00' DEDICATED RIGHT OF WAY REC. NO. ~lLJc:>3a"IO()OJo!;r in 0 n ~ ~ 1 ----1 o' LANDSCAPE EASEMENT SEE ESM'T NOTE 3, I SHEET 2 I I I I R=57.oo· L'.=03'28'48" L=4.07' F N89'30' 42"W 2.05' 1 10169± S.F. @§) R=83.00' /1.=16'02'12" L=23.23' • 8 !-Ll co t<) Ol m f'-1 n 0 (0 0 z 2 10983± S.F. @) SADDLEBROOK REC. NO. 20131016002039 7 TRACT A 4411± S.F. PRIVATE ACCESS AND UTILITY SEE NOTES AND RESTRICTIONS 1. SHEET 1 0 r-- 0 0 ~ .(0 0 ci I') ~ 1625± S.F. I PRIVATE TREE RETENTION SEE NOTES AND RESTRICTIONS 2, SHEET 1 I 6 I 3 10877± S.F. ~ 5 w • I{) I{) t<) p 0 ~ 1.8'± GAP DUE TO CONFLICTING CALLS IN ADJOINERS LEGAL DESCRIPTION 0 zx 3 I /MONUMENT.TO BE SET PER REF. 4 r~-NE. 1ST ST. N8T44'18"W 649. 72' MONUMENT TO BE\ I SET PER REF. 4 w (/) ~ <( ROOF SURFACE DRAINAGE RESTRICTION: THE STORMWATER RUNOFF FROM A MINIMUM OF 1,400 SQUARE FEET OF ROOF SURFACE AREA FOR EACH LOT SHALL BE CAPTURED AND DISCHARGED THROUGH THE ROOF DRAIN SYSTEM VIA SPLASH BLOCKS. LEGEND: ffi FOUND MONUMENT AS NOTED. 0 FOUND CORNER MONUMENT AS NOTED. • SET 5/8" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "DRS 37555" CLF CHAINLINK FENCE PDE PRIVATE STORM DRAIN EASEMENT @§) CITY OF RENTON STREET ADDRESS F LOT LINE FROM WHICH FRONT YARD SETBACK IS MEASURED R LOT LINE FROM WHICH REAR YARD SETBACK IS MEASURED I I- C() LO ..... DECLARATION OF IMPERVIOUS AREA RESTRICTION COVENANT: THE LOTS IN THIS PLAT CONTAIN A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) KNOWN AS "RESTRICTED FOOTPRINT" THE PRACTICE OF RESTRICTING THE AMOUNT OF IMPERVIOUS SURFACE THAT MAY BE ADDED TO A PROPERTY SO AS TO MINIMIZE THE STORMWATER RUNOFF IMPACTS CAUSED BY IMPERVIOUS SURFACE AND ACCOMMODATE FLOW CONTROL BEST MANAGEMENT PRACTICES REQUIREMENTS. THE TOTAL IMPERVIOUS SURFACE ALLOWED FOR EACH LOT MAY NOT EXCEED THE AREA SHOWN IN THE TABLE BELOW WITHOUT WRITTEN APPROVAL EITHER FROM THE CITY OF RENTON OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM THE CITY OF RENTON. LOT NO. MAX. ALLOWABLE IMPERVIOUS AREA IN SQUARE FEET I 3505 2 3485 .3 3885 ~ RECORDING NO. VOL/PG SURVEYOR'S NOTES LUA-13-000626 LND-20-0583 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FIFTH REPORT ORDER NO. 4243-2056268 DATED FEBRUARY 4. 2014. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSUL TING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERE~JCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012. 3. PROPERTY AREA = 38,715± SQUARE FEET (0.8888± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THE SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL SHORT PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL SHORT PLAT AS ~~PECIFIED ACCORCJING TO THE 'iESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS COST. 1. THE PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 1 IS FOR THE BENEFIT OF LOTS 2 AND 3 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1, 2 AND 3 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 2. THE 14 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 2 IS FOR THE BENEFIT OF LOT 3 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 2 AND 3 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAl~JTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE 10 FOOT LA~JDSCAPE EASEMENT SHOWN ON LOT 1 IS HEREBY GRANTED AND CONVEYED TO THE SADDLEBROOK HOMEOWNERS ASSOCIATION FOR LANDSCAPING. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMPS" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131002001232. 2. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF PUGET SOUND ENERGY, INC. FOR AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20131003001543. THE LEGAL DESCRIPTION CONTAINED WITHIN SAID INSTRUMENT IS INSUFFICIENT TO DETERMINE THE EASEMENT'S EXACT LOCATION WITHIN THE SITE. D.R. STRONG ENGINEERS PLANNERS SURVEYORS 620 1TH A VENUE KIRKLAND, WA. 98033 0 425.827.3063 F 425.821.2423 www.drstrong.com CONSUL TING ENGINEERS JOB NO. 13030 r [ ii ii Ii X X X X 10' WIDfH lANt75CAPr BUffrR " II : ;;·;/;· II 11 VJ C) -/::,. ~ Pl AN, 5CHf DUlf BOfANICN.-NAMf COMMON NAMf OUANflfY 1--+--~-----Bewla jacC[Uemom:J!f, Himala4an Birch, multi-5tem 2 liL--\--4---Cercidiph4lum japonicum* Kat5ura 5 -5t4rax japonica* Japanese 5nowbell 2 1-------'<,;-+-----'"71,.,___ P4rus caller4ana 'Chanticleer'* flowerinci Pear 2 5 fOfN.-l0f5 X 21Rff5/ lOf MINIMUM ~ 6 fRff5 RfOUIRft7 5HRUB5 and LlROUNt7 COVf f< @ fuon4mus sp, 'Ciold 5pot' * fuon4mu5 B @ Carex testacea* Orancie 5edcie 11 @--Penni 5ewm al op, ' L 1ttle Bunn4' * Dwarf ft Cira55 4 @) Vaccinium ovawm* f vercireen Huckleberr4 0 Q lavandula sp.* lavender 15 @---fuon4mus f ortunei 'Emerald Ciaietq' * fuon4mus 0 @ fuon4mu5 fortunei 'fmerald n Ciold' * fuon4mus 0 ® Nandina dome5tica 'fire Power'* Heavenl4 Bamboo s @-C isws h4bridu5*-Rockro5e 0 ~~ Hel ictolrichon 5emperviren5*-Blue Oat Cira55 6 M4rica californica* Pacific Wax M4rtle 0 ~ Bercienia* Bercienia 0 ~ Pieri5 Japonica 1 Var1eciata 1 * Pieri5 0 @---Mi5canthu5 5inen5l5,;" Maiden Cira55 21 ®-1nuja occidental i5 '5marcid' * f merald Cireen Arborvitae 29 Rubu5 pentalobu5*-Bramble 100 * Con5idered drouciht tolerant in P aclfk Northwe5t once e5tabl i5hed 51Zf 1.0 11 cal 1,0 11 cal l,0 11 cal 1,0 11 cal min, 24 11 ht I cial I cial 2 cial 2 cial 2 cial 2 cial S cial 2 cial 2 cial 2 cial I cial S cial S cial 6 1 -7 1 ht I cial TREE RE TEN T!ON I, 55,I SI. HAJ\ID-Clf/g A~ID r:.PLIB \lvr'ft75, IN5fALl 4" tJE:PfH WOOD CHIP MUlCH RfMARK5 full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Makhinci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Matchinci full and Match inci full and Matchinci full and Matchinc1 full and Matchinc1 full and Makhinci full and Matchinci full and Matchinc:1 full / Compact / Pl21nt 2 4 11 on center ---~@~@fill 0 Planning Division ~~l~~~J;~~ Date ?J.i..u.~· l~i_:::,~-- -----------·-·------- LANt75CAP~ N01t5 1. CONTRACTOR SIIALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMcNTS 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 'NATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FDR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOfl PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10'' OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCl<S AND STICKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FlNE FIR BARK OR SIMILAR APPROVED MULCH. 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 ANLA 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 OF 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 WRITIEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. ALL PLANTER STRIPS AND POND TRACT LANDSCAPING TO BE IRRIGATED. IRRIGATION DESIGN & INSTALL BY CONTRACTOR. (i). LANDSCAPING BEHIND (sJDEWI\LI5S Otf lJ.QAfl...'.'-9 SHALL BE INSTALLED AT TIME OF HOME CONSTRUCTION. 13. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 1 B" FOi< REBAR / STAPLE ~ ZREINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES .!1Eii\!1 1~----HOSE & WIRE TIES, SEE DETAIL ABOVE ~-REMOVE BINDING TWINE & TOP 1 /3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH -FERTILliE_R TA!3LETS (4-21 GRAM-20-10-5) 2x ROOTBALL WIDTH ~IN HEAVY SOILS, AUGER B"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOT TO SCALE 2x ROOTBALL WIDTH /;;;,~-PRUNE DISEASED AND BROKEN BRANCHES ___..4~:,--REMOVE TOP 1/3 OF BURLAP 2" SETILED DEPTH OF SPECIFIED MULCH a---FERTILIZER TABLETS/SPECS ,-;--SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY ~-!--FIRM NATIVE SOIL MOUND 5HRUf5 PlANflNu t7ff AIL NOT TO SCALE NORrne3 0 20 40 BO U) z Zo OE UJ 52 Ci ~ CL o ci z JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: DATE: SCALE: JURISDICTION: JMV JMV 05-14-13 AS SHOWN RENTON lA--0 5Hrrf I of I