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HomeMy WebLinkAboutLUA00-039 - large formatDN a4 w v v e w v w w wh e ew e wo w YH ee VN eS CS Ji m or e e n e WIND WOOD SION 2 eo e n s nm VOL/PG POR W'/2 SW 4 SECTION fi, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WTH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. FURTHER AGREE TO HOLD THE CITY OF RENTON AND ANY GOVERNMENTAL AUTHORITY HARMLESS, INCLUDING THE COST OF DEFENSE, IF ANY, FROM ANY DAMAGES TO PERSONS OR PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM THE ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW, OR IN ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CENTEX HOMES A NEVADA GENERAL PARTNERSHIP BY: BY: ITS: ITS: BY: BY: ITS: ITS: ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT AND SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE AND OF CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT AND SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE AND OF CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES KING COUNTY, WASHINGTON APPROVALS CITY OF RENTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 2000 . ADMINISTRATOR CITY OF RENTON CITY COUNCIL EXAMINED AND APPROVED THIS ___ DAY OF , 2000. ATTEST MAYOR CLERK OF THE COUNCIL CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE | HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS —- DAY OF » 2000. FINANCE DIRECTOR KING COUNTY FINANCE DIVISION CERTIFICATE | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. THIS DAY OF , 2000. DIRECTOR DEPUTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _____ DAY OF , 2000. KING COUNTY ASSESSOR DEPUTY ASSESSOR COUNTY RECORDING OFFICIAL’S INFORMATION BLOCK (WAC 332—130—050) LAND SURVEYOR’S CERTIFICATE | HEREBY CERTIFY THAT THIS PLAT OF WNDWOOD, DIVISION NO. 2 IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, EXCEPT AS NOTED, THAT | FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. GREGORY T. JUNEAU, PROFESSIONAL LAND SURVEYOR. CERTIFICATE NO. 22335 TRIAD ASSOCIATES 11814 115TH AVE. NE. KIRKLAND, WASHINGTON 98034 PHONE: (425) 821-8448 FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY THIS 2000, AT OF PLATS, PAGE(S) —___— DAY OF MINUTES PAST ____M. AND RECORDED IN RECORDS OF KING VOLUME COUNTY, WASHINGTON. DIMSION OF RECORDS AND ELECTIONS LUA—99-—094-—FP LND-—10-—0345 ATES 11814 115th AVENUE NE KIRKLAND, WA 98034 (425) 821-8448 (425) 821-3481 FAX MANAGER SUPERINTENDENT OF RECORDS PH2—TLK - NING REF_95—243}) BET Se aciton < 000 _ PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF MAR 2 12 — SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, we IN CITY OF RENTON, KING COUNTY, WASHINGTON RECEIVED U G) JOB NO 99-230 SHEET 1 OF 6 ms ey FP-00-034 20 U U es io r ne | Ae | ae 8 as gi s t yy ee ew 44 , OY YU Bi t r ju i SU \ U N G ed La r t y Mw U L u i J \I G E Ji m Gr e e n e WINDWOOD DIVISION 2 VOL/PG POR W'1/2 SW 1/4 SECTION tl, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON LEGAL DESCRIPTION PARCEL A: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 25 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET THEREOF; AND EXCEPT THE SOUTH 42 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NO. 5799278 FOR SOUTHEAST 128th STREET. PARCEL B THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOUTH ALONG THE WEST LINE OF SAID SUBDIVISION, 645 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST 1320 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG THE EAST LINE, 675 FEET; THENCE WEST 660 FEET; THENCE NORTH 660 FEET; THENCE WEST 660 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE NORTH, ALONG SAID WEST LINE, 15 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION; EXCEPT ANY PORTION LYING WITHIN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. EASEMENT PROVISIONS AN EASEMENT IS HEREBY GRANTED TO CITY OF RENTON, PUGET SOUND ENERGY, KING COUNTY WATER DISTRICT 90, U.S. WEST, AND A CABLE T.V. COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE ANDMAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIME FOR THE PURPOSES STATED. ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2.5 FEET IN WIDTH, PARALLEL WTH AND ADJACENT TO ALL INTERIOR LOT LINES AND 5 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES FOR THE PURPOSF. OF PRIVATE DRAINAGE. IN THE EVENT THE LOT LINES ARE ADJUSTED AFTER THE RECORDING OF THE PLAT, THE EASEMEN : 3 SHALL MOVE WTH THE ADJUSTED LOT LINES. MAINTENANCE OF ALL PRIVATE DRAINAGE ON THIS PLAT SHALL BE THE RESPONSIBILTY OF ALL LOTS DERIVING BENEFIT FROM SAID EASEMENT. NO STRUCTURE OTHER THAN FENCES SHALL BE CONSTRUCTED WITHIN THESE EASEMENTS. COVENANTS ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE HOMEOWNER’S ASSOCIATION ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOMEOWNERS ASSOCIATION RECORDED UNDER KING COUNTY RECORDING NUMBER DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG 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 THE LONG PLAT. RESTRICTIONS NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. LUA—99-—094—FP LND-—10-—0345 KING COUNTY, WASHINGTON GENERAL NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. PROPERTY CORNERS SHALL BE SET AS FOLLOWS UNLESS OTHERWISE SPECIFIED. A) SET 1/2” x 24” REBAR WITH CAP "LS NO. 22335” AT A TWENTY—FOOT OFFSET FROM THE FRONT LOT CORNERS. B) LEAD AND TACKS ON CONCRETE CURB AT FRONT LOT LINE EXTENSIONS. C) SET 1/2” x 24” REBAR WITH CAP "LS NO. 22335” AT ALL REAR LOT CORNERS. 3. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WTH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 4. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. 5. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIMSION. 6. LICENSE TO CONSTRUCT, OPERATE AND MAINTAIN A LINE OF MRES AND POLES FOR THE TRANSMISSION OF ELECTRIC CURRENT THRU SAID PREMISES AND OTHER PROPERTY, SO LONG AS SAID POLE LINE SHALL BE USED FOR THE TRANSMISSION OF ELECTRIC CURRENT, AS GRANTED BY MARY C. KLINE, TO SNOQUALMIE FALLS POWER COMPANY, A WASHINGTON CORPORATION, DATED AUGUST 16, 1899, IN VOLUME 245 OF DEEDS, PAGE 330, UNDER RECORDING NUMBER 183070, RECORDS OF SAID COUNTY. 7. EASEMENT GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY, A CALIFORNIA CORPORATION, FOR THE RIGHT TO PLACE, CONSTRUCT, OPERATE AND MAINTAIN, INSPECT, RECONSTRUCT, REPAIR, REPLACE AND KEEP CLEAR AERIAL WRES, CABLE FIXTURES, AND APPURTENANCES ATTACHED THERETO ACROSS THE SOUTHERLY PORTION OF PARCEL A DATED JUNE 5, 1946 UNDER RECORDING NUMBER 3575586. (DESCRIPTION NOT SUFFICIENT TO DETERMINE EXACT LOCATION) 8. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF SUCH ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER 66514 9. THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE PROPERTY HEREIN DESCRIBED ADJACENT TO SE 128th STREET GRANTED TO KING COUNTY UNDER RECORDING NUMBER 5799278, DATED OCTOBER 15, 1964. (NOT PLOTTABLE) 10. TRACT “J” IS A RECREATIONAL/LANDSCAPE TRACT, HEREBY CONVEYED TO THE WINDWOOD HOMEOWNERS ASSOCIATION AND SHALL BE MAINTAINED BY THE WNDWOOD HOMEOWNERS ASSOCIATION. 11. TRACT "F” IS A RECREATIONAL AREA TRACT, HEREBY CONVEYED TO THE WNDWOOD HOMEOWNERS ASSOCIATION AND SHALL BE MAINTAINED BY THE WINDWOOD HOMEOWNERS ASSOCIATION. 12. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 1-9 IS FOR THE BENEFIT OF LOTS 1-10. LOTS 1 THROUGH 9 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM USED IN COMMON. 13. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 22-30 IS FOR THE BENEFIT OF LOTS 21-30 AND TRACT E. LOTS 22 THROUGH 30 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 14. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 20-16 IS FOR THE BENEFIT OF LOTS 20-15 AND TRACT E. LOTS 20 THROUGH 16 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTUCTION OF THAT PORTION OF THE PRIVATE STORM DRAINAGE SYSTEM USED IN COMMON. 15. A UTILITY EASEMENT IS HEREBY GRANTED TO WATER DISTRICT NO. 90 UNDER AND UPON TRACT “J”. 16. A UTILITY EASEMENT IS HEREBY GRANTED TO WATER DISTRICT NO. 90 UNDER AND UPON TRACT "E”. ==) ATES 11814 115th AVENUE NE KIRKLAND, WA 98034 (425) 821-8448 e (425) 821-3481 FAX JOB NO 99-2350 SHEET 2 OF 6 F P-00-03% ~ \ g. U R Y PI U T L E T at : a" Ai a er vy y 1 ow S ad de e ol e Ji m Gr e e n e W 1/4 CORNER FND CONC MON WINDWOOD DIVISION 2 PORTION W'/2 SW144 SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. KING COUNTY, WASHINGTON CITY OF RENTON FND 1 1/2” IRON PIPE w/WOOD PLUG & TACK (10-89) 5201.90’ 1309.71" _ SCALE: 1” = 200’ 0° 100’ ~=—- 200” 400’ w/LEAD & TK DOWN 1.5’ (10-89) J N87°27'27"w 105 cme Lam semisiss 2: /j 654.85’ EE em ea ae ee sg . 2619.41’ : 3| 654.85" — aE, wD . | o. | 8 | 1 ei iu! N87°27'27" , 88 W_ 1280.20 Mi _ || Ie ° rie re ] en eS - ei ~ §g 3 - x p ry i oc oO. Oo! =| N8727'27"w \ 625.09" «3 ed 0. ! 30” | a” © | | NORTH LINE & ‘ SW*nw*sw+ ae a! 1,30 “oy . ae >, DETAIL - | 5 1} | bogs N87°27’27"w KR Siecaniate 2 |! N87'27'27"W_ 625.09" : mid | ; =” | t------------- J NoRTH LINE 4 | Sw4nw4sws = | 2 | S x poo © ‘to | ! a re) | 1 280518 > a Ke 750%" . & | gp 17504000 - } 1 im LJ po + re | | | a H = ! pa | ' © wW p44 Ww) @ = 1 ~ e io ( x 8 ,|‘_}__ _S.E. 124TH “ + SR SS S|, . : cm ces Geens) Seem — - g == — a es en ne ee eet ee: _ CCE os LAPT. | | SP Op TS us 2 v <0 Mvercrh os ovepre 1 a 3 I | | ! " F TS ar hoerob-+-JI~~-~-~4 PTY Fee Nr vane Y 1 | tone '’ = ate tox I ul I a Cn ae oe 4) i> eee eee | | eee aie ge eee w ‘ie ~~~ ! _ i ! r eens eens 1 ees es — et | 1 i< ' ' hs - | <i ee l <! x] 2 |< wn “oC w ; fo ‘ie 1 §r------ +-----3/ r ; i | \ + | ! or —_— > - wut Oo | ! 1 2 1 I Ww) 3 26 oO Pie . YM ____ 1 ~~) ! | S Zz uJ bal e TT i. eal tee ey 1 | 3 aS oO | ve hb ri ‘4! _! te ie 4 38 | ~ 27 CG a --y sg Il PEST AS ds ae : —_— 4 ae ve 28 — ae w eo * | ° aint 9 b 70) 7 30 1 int 7 -----~~~~~~-~- —-------- ee \ ee a ao | « =e ee . uw |! S|* NE_STH Shae | Oo z—'! = TT NESESTEW AfTIZ) Fy rm r wer nr nr + 4 ! \ ( bi 4 . ! \ S ----1 f wl | \ at +E < | | ! \ \ oe ; - <x 2 ees | s ! ' \ \ ST 6S 8 wy | ! ! iat OS aes rt = _jo 1 1 125.04’ ~ and ¥ 2 i Le Z | ! N88°21" 27°W ~ ae | [—-+-~-----~-=- 7 Pacem [-------- i. we wre | ! | | 1 2 ~\4RAS reg = 1 ‘ = FND 3° BRASS o) ~ TtACE eS cal # DISC SURFACE MON see erne a crcr = rN ! oaks \ Se PE, 3 | ( uJ w/PUNCH MARK | KAIRIE Le FP “Ss Me pc <4 (10-95) | | wPllis “ME L7 BT 1 Ls ” CITY OF RENTON | mals s \ 8 ! « MON NO. 1851 ey ! 4 x , ‘te h if / ’ ; 2623.83" 10 {jj = et we feet Bn ° 550.52' _ Pact \ IV -— —~— 780.62’ a Tay —_ » N8822'19"°W ae M44 ;. . mas = = 2622.55’ MEAS 2622.33’ KCAS ™<5w corNeR NE 4th STREET se :28tn streer) pe “a FND KING CO. 3” BRASS BEARINGS SURFACE MON w/PUNCH MARK (10-95) CITY OF RENTON MON NO 1852) LUA—99-—094—FP LND—10—0345 SECTION SUBDIVISION DATUM — NAVD 83/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS 1851 AND 1852) BASIS OF BEARINGS CITY OF RENTON CONTROL FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 10, TWP 23 N, RGE 5 E, W.M., AS NORTH 88°22'19" WEST NOTE FENCES ON PARCEL "B” HEREON AS SHOWN ON RECORD OF SURVEY ON FILE IN BOOK 17 OF SURVEYS, AT PAGE 275, UNDER RECORDING NO. 7904239005, RECORDS OF KING CO., WA. 22 = GRAPHIC SCALE 2 11\ N 1/4 CORNER a 26 4 4 . 6 7 ’ VOL/PG \ 52 3 8 . 1 7 ’ 2582.49, 44 E 1/4 CORNER _/ FND CASED CONC MON w/3” DISC & PUNCH MARK (10-89) 12 LINE TABLE 5 : LINE | LENGTH BEARING Dy L2 15.00__| N89°43'53”"W —13 L3 128.16 | N62°23'34”W 3 L4 41.61 | N67°23'36"W ae L5 41.61 | N72°48'48"W L6 41.61 N7813'59"W L7 41.61 N83°39'11"W L8 72.36 | N88°08'48"w Lg 90.00 NO1°38'33"E L10 1.26 N88°21'27”"W L11 40.38 NO9°33'18"E Li2_ | 47.45 | Ng9°45"16"W - L13 76.24 | N89°45'16"W ‘9 L14 66.09 N44°47’08"W = Li5 95.05 __| N87°54’27"W - 6 oti Li6_| 63.87 | Nes‘2127"W _ 2 en % Li7 96.47 N34°04'21"E| si; 4 L18 20.57 NO518'36’°W j L19 91.09 N44°01'17"E : L20 38.15 NO0°41'23°E L21 32.50 | N40°05’47”"W LOT ADDRESSING L22 63.39 NOO14'44"E QUINCY AVE NE L23 12.55 | N89°45'16"W LOT ADDRESS L24 72.56___| N89°45'16"W Licensee: 500 L25 65.00 | N46°35'24"Ww , ea 506 L26 69.70 | N58°38’58”W ahiicsebscdeencs’ 512 L27 66.85 N44°47°08”"W : ‘ee eeecccscsccoses ot L28 83.31 N58°38'58"W Boo vcccssseeeeeeee552 L29_| 149.52 _| N44°47’08"W ) Es 558 L350 24.97 | NO014'44"E (eee 564 L351 49.00 N18°01'22”W SS cihinsinitbiens 570 L32 86.26 | N39°55'28"W La ooeeeesceeccseee - ay L33 20.12 NOO14'44”E 1D 608 L541 1907 _1_N00"14°44"E _ es 614 ~. 1 re 620 4 na |. eee 631 —— HL Ltd = | ee 625 enemas) ok conse |) ee 619 ‘ || eae 613 1Q..eeeceeseseees 607 QWOn.esesseeeseeees 601 QW eecececesseeeeee 575 ( 569 CURVE TABLE ye 563 CURVE | LENGTH | RADIUS ZA. rererscseceeres 557 C1 46.26 | 29.00 = (Orerererr rr riers pe c2 45.55 29.00 QT vveccsssveeeeese521 C3_| 78.09 _| 310.00 2B..ececceceserees 515 C4 88.17_| 50.00 ae 509 C5 23.12 | 50.00 | ee 503 %y, 31.17 | DTCC eon GkOn : _ ~\f1 / oy Men, 14h he S 1/4 CORNER / AP 2 On NG FND BRASS SURFACE MON (10-89) og. ’ Up, We, PH2—SH3 : REF 95-243 == S yd T = ATES Ey U 11814 115th AVENUE NE e KIRKLAND, WA 98034 OD (425) 821-8448 e (425) 821-3481 FAX JOB NO 99-2350 SHEET 3 OF 6 FP-00-039 re i d re v ed 11 ) 31 5 9/ cu u u AU L U L A U Fi d e l ) OF \P R U J C U L O \ S 9 c S U \U W O F LL E O \ T I N d l Pl d t \ r A e - o n 4 . U w g FI U T T E U dl : Ji m Gr e e n e PORTION W1/2 SW14, SECTION Ti, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. i CITY OF RENTON KING COUNTY, WASHINGTON u) SEE SHEET 6 za | | 1} > ! a | EB | 29 1} oO; WY 4 | 28 | | c wy | vsoasie’w 6d Cd] we > | naoasi6e"w Oi! | - ———i_ TMQ 89.00" TT Si 39.00" ! 4 : x re No 3} O > | 27 : 20° | 20° | ? o 3 ~! 30 : < | “ee r | co zic 0 25 Oy, 20 | | ACCESSS AND UTILITY EASEMENT | z. j 7 | ———] (To BE RELINQUISHED AT THE TIME OF PUBLIC STREET DEDICATION)} - = <-— — Aas. y E RSF — = = uu J HE i 5 | id cae o co) “| ce TIN Wu ee: OF a 109.00’ q 109.00’ N 4 N89°45'16"W b | +} K 5|> * i N8O’45'16W 218.00" = 109.00" = Wu Oo $ g NE 5th STREET S BASIS OF BEARINGS o LL | + - i ———— - < — SEE SHET 3 OF 5 z / N&9°45'16°W 218.00 4 | 47.45 z| ---------4 S A=97°05'24" f 5 = | R=29.00' 12.60° tlhe, S Lu | a =) L=49.14" ~Is é r) “AQ” Pw(R z+ ‘4 ~~ ve | 5830920" WR) ee ai > | EASEMENT LEGEND So | > \ \ “Sy z uy ar (A) - 10° PRIVATE UTILITY EASEMENT = {i , 4 \ \ . 5 r ———+———~—-+ @) - 10" PRIVATE STORM DRAINAGE ; >, = 3 OQ} ; G) — 10’ PRIVATE DRAINAGE EASEMENT a ‘ oh io ol < | (4) - 15-PUBLIC DRAINAGE SYSTEM 7 2\ an +, ae ALO | EASEMENT ° ae EASEMENT DETAIL A ive] ° rg e >) ~ | Q; re SCALE: NONE | O (S) - 15° PUBLIC SANITARY SEWER \ \ a , c + Sa SS sal a EASEMENT >> rs | (6) — 10’ x 10’ UTILITY EASEMENT % \ \ bk ae Es ° | “> iS C\ 7 ai (7) - 40° PUBLIC UTILITY EASEMENT 2 \e NN r (6). =, < TO BE RELINQUISHED AT THE & MY % C 46} “er | TIME OF PUBLIC STREET o> ‘Oo ra ww “ic LG @™ @ SEE EASEMENT =“, uw | 2 caainsangd . \ DETAIL “A : i a | « (8) - US WEST FIBER-OPTIC , wry Ney \ + ae EASEMENT a bohe “ie ‘ e< x 3 coh ke ' Vv 5 <= — REFERENCE GENERAL NOTES ON [o) fe rs LANDSCAPE/ ACCESS EAN Va S) . Gi Qo WO SHEET 2 OF 6 KS) > - ‘ Ry SERNA = TRACT "F” a FOR SPECIAL REFERENCED NOTES 125.04 eb Ds | 3 r 04 ayy, RECREATIONAL o OR GENERAL NOTES SEE SHEE N88°21'27"W ANC | 2 OF 6 FND REBAR w/CAP .L& \ 29,674 SQ.FT. -————~—~~-4 "HGG 6422” WS | ? » Y ES) N 0.12’, E 0.21 we * % , & | ls ( Ny A=14'26'00" ¢ 20" ‘ O12 Cs R=310.00’ | ‘ @-— INDICATES CITY OF RENTON S 6 . MONUMENT TO BE SET BY TRIAD oS = L=78.09’ \ . Ld 98 ) 8 N88°21'27"W NL ® — INDICATES CITY OF RENTON 6 zt h 63.87’ ae ia ea MONUMENT to | ° P LACE @ S| N88°21'27"wW pn NBS 2127 We Neg°45'16"W_ & 1.26’ P 9 ofw 109.00’ F : a a ie a Bb ow 05° — 9} 51.40" ax = : Re Qt ee ie 2 , nee | ePaNo- 2 Praw 9 OM & N88'21'27"w o \ ° ef O*97°25'03" = 5911.00’ | oy = 7 49.31" NE 73 ; vy WR TRACT "A" —— nz ’ ~ NOO'1 2°02”"W D }\o LANDSCAPE N86°44'00"E L — 43.60 | 47 ed a S 3} \y c N88°21'27"°W Nero a ai Se ae s ? ° fo) > | Joy F167" 85 a4 &| : 8) WAe as 2487453 _ 41.67" & = N78 35>5 — — 41.61’ . gl N | 3°59" W Ngses5: — 7236 = 3 ip | S9'11"w 'N88'08"48"W s. 2 CEN | z | rRacT “nS 3 AND REFUSE COLLECTION S EASEMENT | | a ee apes be — a PHAGE Oe = | DETENTION ‘| 4-© SEE BUS STOP SHELTER | AND REFUSE COLLECTION FND REBAR w/CAP | EASEMENT DETAIL "HCG 6422” i E 0.12 5.00 oa? ad > 64.27" a ke ee Mis = = il = as N86°44'00"E ~ eee" [:, N88°21°27"W 530.52 7 a oO SE LS SS cS i NE Ath ST 8 FND BROKEN BRASS SURFACE 780.62’ | REET (SE 128th STREET) 4 MON FOR N 1/4 SEC 14—23-5 a Pa = CITY OF RENTON __. 452.73 Z1—- — boae | 2103 (FND 10- N88°21'27”"W 2622.55’ (MEAS) w 79 ima ll \ FND 3” FLAT BRASS DISC IN CONC AT INTERSECTION OF NE 4th STRREET (SE 128th STREET) AND 148th AVENUE SE, CITY OF RENTON CONTROL NO. 1852 mien (FND 10-95) => 11814 115th AVENUE NEe KIRKLAND, WA 98034 (425) 821-8448 e (425) 821-3481 FAX 22335 JOB NO 99-230 aotsets LUA—99-—094—FP SHEET 4 OF 6 / me 01 LND-10-0345 pe ee PORTION W1/2 SW14, SECTION Ti, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON KING COUNTY, WASHINGTON i SEE SHEET 6 lo, z ‘ K > | ig It--| ley & > 4 NS, 20 [<7] JQ WY co 17 <a & > < oO los ON N x2 & \ o l UTILITY EASEMENT TO |, “7 | © N =_ WATER DISTRICT oN ON ——-—-— 1] 7er'9s_ 75.50 S\ on syn 95.05" a _ N87°54'27"w _ hd 5.05 . 218.97’ Os —— — N87°54’27"w > N it _ . on 109.06’ fe 109.06" —R—- fou 4 ———— : | ie 109.06’ = FS 59.10 |. ——7—7—— a ay _—— — — _ _!) \ yo \ / ‘ | ! o%, 10 8 20 | | ae 6,586 Sq.Ft. [3] 20° | 6,189 Sq.Ft. § loo | 20° | We oe § ac hae negasi6e"w | ,NSo4516"°W 4 p———+—___— 4 89.00 89.00 ! ! , . | 9 | o% : | | 455 2) Yo) oO vo) 2-3 weve fs | 22 = S| 5340 sqrt. 12 | | | 5,340 SqFt. | © © | @ Kg 12 | N89°45"16"W | negasiewo NP 4 a 89.00 , 89.00 T | ! | | | nos | | ee 31 23 13 | 8 I 2e | } re S} 5,340 SqFt. 1S 3 | 5,340 SqFt. 3 | | GRAPHIC SCALE ie | | @ | | | “4 hy N89°45'16"W ,__N89°45'16"W_ _ 4 }——————~—~—4 » r T ° T fo... 0 3 ] 89.00 ! | 89.00 | 8 | | BASIS OF BEARINGS os. wo he 0 | Ass. iy | | Ls _. | | Jo > | 73 SEE SHEET 3 OF 5 ni S| 24 | 8 3 | 7 is _ | | ie g | S340.Sqrt © S| 5,340.SqFt. kK l | = | | | | | | . ; | _N89°45'16"W_ | _N89"45'16"W oy _ a | - a + i> 89.00" 1 89.00" a x 2 | | = | | | | . © a en i 2x0 ACN @ wv 3 25 8 5 fel 6 I 24 | | i EASEMENT LEGEND ~ af a) aoe Sark S S| 8.340 SqFt 1g | oy S| @ lo o @ KS l | Q) — 10’ PRIVATE UTILITY EASEMENT -./ S _ ? a i ae | | | navastow | 43 p-__{____J (2) 10" PRIVATE STORM DRAINAGE % os l 89.00 l l 89.00 ! © 5 is yyw YH) | | (3) - 10° PRIVATE DRAINAGE EASEMENT fe) cy oN o | a4 o ‘ed 3 | 26 lo] = 2 ! 5 Fe ae | - a (4) - 15-PUBLIC DRAINAGE SYSTEM S| 5,340 sqft. |S Ww 3 | 5.340 Saft. IS | = | EASEMENT ‘Zs | ITS @ | | ~ (5) - 15° PUBLIC SANITARY SEWER — | nsoasiew | | OZ! N89°45'16"W : . | ehoeMeny ae aan io 55 OO" }j— — ——_—_———— tw ----+----- 7 (7) — 40’ PUBLIC UTILITY EASEMENT ag | i|/> | ia | . TO BE RELINQUISHED AT THE is ) |= , a2 | 47) ~ TIME OF PUBLIC STREET lJ fo 4 . In . Pia LD: ane e ws oa 3 | . (27 _ | 2 see ng con ; Ww DEDICATION 2 wfel o " 18 6 3 | @ Kk > | 4 @ — REFERENCE GENERAL NOTES ON \ T 2 0F 6 - i | | | | ; 12 | z SHEE So + ° S|, naousiew | | & | nagasie"wy | Uy 1 +}—-—+-—~-—_-~--4 = E 89.00" — T 89.00 i ------ 4 FOR SPECIAL REFERENCED NOTES OT | | 6. ) | 13 <x | OR GENERAL NOTES SEE SHEET a | “0 9) 2 OF 6 2! 628 ie Lyf I|2 9 2 lol | g S! 5340 sqrt 318 8 5,340 SqFt. 18 iz | | Is S| S va © — INDICATES CITY OF RENTON we | @ i | MONUMENT TO BE SET BY TRIAD | _nagrasie’w | + ; N89°45°16"W | Q' L. ne es ee ee ee ® — INDICATES EXISTING CITY OF | 89.00’ | ° y , 2 as = O RENTON MONUMENT . Oo 89.00 | | | Z . | | & ! r ‘ , . |. oe l ? Bi sue 18 Si id? ee “e | | 3 5,340 Sq.Ft. | 3 3 l 5,340 Sq.Ft. | 3} “ | ls | saa. al | cee | is ! , _N89°45'16"W | _N89°45'16"W 5 |- is i ae NR a i Ee ts Ha ! 89.00’ I 89.00° OO : = | . ou ey 4 30 | S} 20° 7 l ali? | | ’ BI 6,049 SqFt) |= 6.049 Sart. | | 20] 20" iS | S | | @ Qir } | ACCESSS AND UTILITY EASEMENT | j (TO BE RELINQUISHED AT THE TIME OF PUBLIC STREET DEDICATION)} L/L ———— — ne: eam = oo y f--------- it Jct = | 8 2 28 | . ‘o. . S S 109.00" 4 109.00" Nol N89°45'16"W yoy is ¥ 8 > N89°45'16"W 218.00" =) ( 109.00" Ty | 5 |g ® "NE 5th STRE 23 | / — 218.00" 8 + a rs N t+ | 12.55" " | Ming G 125.04 | SEE SHEET 4 = pan N88°21'27"W 1° PH2—-SHS REF 95-243 = S AGA. yA T ae iT 11814 115th AVENUE NEe KIRKLAND, WA 98034 D (425) 821-8448 e (425) 821-3481 FAX JOB NO 99-230 LUA—99—094—FP LND—10-—0345 SHEET 5 OF 6 4, Denes: 10/19/01 Ji m or e e n e FP-00-089 VOL/PG WINDWOOD DIVISION 2 | PORTION W'‘/2 SW14 SECTION fi, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON KING COUNTY, WASHINGTON 1280.20’ _— N87°27’27"w LU} ww iT KS —N872727°W 1280.20’ J >| 8° —~\ <a| =z N8727 27" ; N 625.09 —\— uy» : as Ss = DETAIL 3 [ve] 9) - GRAPHIC SCALE BASIS OF BEARINGS SEE SHEET 3 OF 5 N89°45"16"W 72.56 re) 15 S 6,007 SqFt. WR, © 2 Neo. uJ 2 N89°4516"W a 3 ! 83.62’ aad Pd EASEMENT LEGEND 8 | L=25 oe | 16 A= 2906 o- 9 Q) — 10° PRIVATE UTILITY EASEMENT [o) 3 oe Sq.Ft. =@- 10" PRIVATE STORM DRAINAGE by, A, a (3) — 10° PRIVATE DRAINAGE EASEMENT Qe a = ’ ss Ly. a 89.00 (4) - 15-PUBLIC DRAINAGE SYSTEM AL - ; S| EASEMENT x e LS * . os os and (7) 17 (5) - 15° PUBLIC SANITARY SEWER rm . = S 5,340 Sq.Ft. ¢ EASEMENT are S| | fey hj Oy 3.042 Sart (7) - 40° PUBLIC UTILITY EASEMENT re r. _. , ‘ids TO BE RELINQUISHED AT THE a Sas we N89°45"16"W__| TIME OF PUBLIC STREET [pe m fis | 89.00’ | ; N89°45'16"W 165.24’ DEDICATION S ras | 89.00" lh 76.24’ —” 5 « 8 g! eB) ag Zz S | 5,340 Sq.Ft lo] => S| 2 ae i) — REFERENCE GENERAL NOTES ON | S 5,340 SqFt. li SHEET 2 OF 6 ! iT © | o ,__Navastew |_| 5S | _ FOR SPECIAL REFERENCED NOTES ! 89.00" 15> |g L_nasgase"we Pe OR GENERAL NOTES SEE SHEET * | fu |" | 89.00 iy | 2 OF 6 ~fo vo) [o} +18 | 19 iS =z | 12 me IX an | © — INDICATES CITY OF RENTON B]S| 5540 Sart. 8 g, 5340 SqFt. 8 ig MONUMENT TO BE SET BY TRIAD z W wo eo | [>= |= l ° I, > @ — INDICATES EXISTING CITY OF |___Nag"45'16"W_ | TC) |e i bets RENTON MONUMENT | 89.00’ 1 {ave N89'4516°W Pe 4 ‘2 < vol S (8 | 89.00" jo = uJ fx- lJ | wal cate Ig} O | 17 Bs es eae: a] | 6,194 SqFt. . [+ ‘ | + S <k BI = ~ | ka 'Bp. &15 —uTLity EASEMENT TO] = 8 | R]2 WATER DISTRICT #907} 2 Los , | 59.10’ VO Fo l NI ® >) - 60.97’ ior, S 5 . ee ee tt al N = —— 6 to _ 5 + . K— de ll “328.03 “ ! _ 2s ; — 6S » ~.. —_ * ky bead N of shail T= 109.06" _— eee 4 N87°54'27"W 218.12’ “ a 5 _~ = 109.06’ <T~ 109.06" a A Fe % «, 5 NN coal te. 109.06’ 4 nN > 5 | : E6th|STREET « 3 60.97 XH “ 59.10” ~~ eon ‘ / x cs : : : [e) 4 2 Ac 99 = 21 . 10 St Pre | Te ‘ re) ‘ h a R ei l 4 (fo) S | & + #4 | | Sy N89°45'16"W N89°45'16"W | Leet %y, OS. 89.00" 89.00" 1 | : ‘ ?, “Sy, | 22 9 | 15 De / db Vy, "VY, PH2—SH6 SEE SHEET 5 = rN = rES v. 11814 115th AVENUE NE e KIRKLAND, WA 98034 (425) 821-8448 e (425) 821-3481 FAX JOB NO 99-2350 LUA—99-—094—FP LND-—10—0345 SHEET 6 OF 6 Au c o C A d Fi l e : S: \ P R O Q U E C T S \ 9 9 2 3 0 \ 0 N G F I L E S \ f i n a l pl a t \ P H 2 - S H 6 dw g Pl o t t e d at : Fr i Fe b 25 47 : 10 : 44 20 0 0 Ji m Gr e e n e TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.8448 Fax 425.821.3481 Toll Free 800.488.0756 www.triadassoc.com WINDWOOD Park/Open Space Plans Tracts A, D, F, J,K and N WA S H I N G T O N | sa career bi a | Mt |p r = | Ya see al asa -| O 3308: J, W. MORRISON INC. J. W. MORRISON INC. RENTON, WA 98059 | CARNATION, WA 98014 ly ly BOX 407 j BOX 407 KENMORE, WA 90026 KENMORE, MA 96028 a | Ow JON & LINDA NEWMAN <I = 6070 LANGSTON RD S Qa Y) SEATTLE, WA 98178 a NOO'14 ‘44°E ‘ ° - weeeves T weeenee ceases ~ SAE AARON ARBORS OOIEOSE COCCOI 0001 CAABIBMMNMMMls: tt Ua: KING COUNTY. ‘emeesansinl examen y 192 26. 99 fase . * Ce TRACT J acy. CITY OF RENTON = Ww ARKELL MITCHELL CHRISTOPHER. R, MACEREN RECREATION/LANDSCAPE of ACCESS SE 116t ly > RENTON, WA 90065 RENTON, WA. 900864 ee Ast re , WA ty a 5S Ley, Eo He : so} & — ~ SITIVE ARE; EA> bs CECIL MULLINS iW s y < | § ia a YY RENTON, WA 98058 w ad <Ise 120th £ » N ‘lh INTON, e sls; — 3 = Ah: S| ST COALFEILD 8 MANERED & MARTA NENHARD it. iS fs = < PARK \™ 1504 SE 120TH i ve 4; ® S ° Ce RENTON, WA 98056 $ TRACT K___ a T| ale ie] } REGREATION/LANDSCAPE ae aa ES .— tH] by < wrvsnon anton eneeie, wnt ; —) ik i i ep — ie an SENSITI AREA_ nis N cA NNN SNARE RAROOOOE MODOEREN WIMMMOOOE BOREL eneee Boeeeerd eeeeeees : $ QD lal y $ DION P. COLEMAN ciao Wy TO |!~405 8 14241 226TH AVE SE | ACESS 47| 48) 49 18 | Sey 3 8 : ISSAQUAH, WA 98027 ° CKCIL MULLINS NE [4th ST : i SS 18631 120TH SE ¥ | ANE ae ee is 721 71 | 70 61 A i RENTON, YA 98058 1} ‘3 < | >= i ROBERT & GALE ANDERSON e K = = TRACT C ‘|g : SE_132nd_ST| | Le) JON & LINDA NEWMAN ; 3305 NE 42ND TL iN —_161STF-AVENUE SE a ae = DETENTION Sie laa “ities | mm BB 3 macy ts ci aa = SEATTLE, j © “Eso | at | a2 | 63 | 84 | 85 | 6 | 87 | 28 89% (e 91| 92 LANDSCAPE? oie ” j fS hr pom ACCESS BM ou gH ne ra €n sail ae vias 4 — i " “4 : DFO een wm ane en wn MAPLEWOO, | “4 S } NOO16'07°E perme ae 1] r= ov | P : _ | es Pau : : Eng [ay [etigl | eee : : Pe TIMOTHY A. & BARBARA BLLIOTT " i |. | Pi ta 4 e j is: 120TH SB ae | Me a Lae | : | Sig teg lately! ade fg, | Matte WR) aa sa, a : ni RENTON, WA 98059 g RENEE WA 980 us alll Sta is=>| 4a i a3 BaRZ & i RENTON, WA 98059 i} wd 3 Be el ad ARRAS wl = | — Ei OPE: ENT | Be ES . in =f | tsi ~ ong ES. a Veen Sdn Vetaieiaes: Siemans ienuneibe ae ed ween meee j iS) ww Mee kends “S fas FS Nz ~y i ! | [PRESSE SE a STE | GE | | cLADYS.. BAYIsON {EMM SHEET le JERRY D, JARVIS ; JERRY B, saRNis = pss jSS8) uF Sti ; Sys F 2a J. MULLENERG ; (sete Mtns i) ema as aaa VICINITY MAP fae awn 0d ~ H S Bs % ; TENTON. ra 96059 | ENTON, WA 96055 HH RENTON, WA 98055 | RENTON, WA 90055 8 {i <4 nora i ass RENTON, WA 96059 Hi RENTON, WA 96056 NOT TO SCALE Bg “iy ; [fever Fafeen coho enoeal cannnn anil anne amvven Sorrow _ a ii cura 7 R | a gifOTH AVENUE SE Fan nme un sn te mt ne ee ees. = ! selene wee: Ey wares cee weennpsgerrere Segre Rarorerege sepensnns capaneeee Bagel TE « L oLpiné NG PROPERTIES cL C $ RIBERA-BALKO ENTERPRISES 4 4 a , ‘ i 2 5. Se 5 S ere i . bs a sss eb MOTH AVESE 1109 108 AVE ae 13740 SE 246TH C/0 MERIDIAN al ADVAL 1X i ene wos is weiss in 88 5 &§ ae RENGON, WA 98049 BELLEVUE WA 96004 } KENT, WA 96042 G01 CHERRY ST Sa ® } i | Ba5 Sc ei§ BESS MEE San, > s : se | | a5" 18b2 5 Seine lg Sg Sse = 5 | “~ Qre weer 4 re Gag Ey Rade a! oe H | SRE | wee MORISSSIES SIS SSS 2) gi! EAT agg sgees" 2a °8 & om a N i-~ ten! fe 3 : 9 & a AIK = / SCALE: 1” = 200’ 8 ore Xe - pi : ~ — 148TH AVENUE SE aé) on = bb a mld ah : 9 100 200 ? gg = E & & | a $s Ss <kKkkKkKkKkKkKKKK] WILLIAM DUNLAP, PE | PROJECT MANAGER OWNER/APPLICANT ENGINEER/SURVEYOR/LANDSCAPE ARCHITECT SHEET INDEX PROJECT SURVEYOR Centex Homes PROJECT ENGINEER DENISE LIFTIN 2320 130th Avenue NE Sulte 200 Bellevue, WA 98005 Phone: 425-882-3611 Triad Associates 11814 115TH Avenue NE Kirkland, Wa 98034 Phone: (425) 821-8448 Cover Sheet Park Site Layout Plan - Tracts A, F, N Park Site Layout Plan - Tract D, K PROJECT LANDSCAPE ARCHITECT DATE: 8/19/99 E: \P R O J E C T S \ 9 5 2 4 3 \ D W G F I L E S \ p a r k p l a n s \ p a r k r e v p e r $ \ 5 2 4 3 P K C V . d w g Pl o t t e d at : Th u De c 02 43 : 10 : 0 4 19 9 9 \V F i l e : Park Planting Plan - Tracts A, F, N SCALE: HORIZ:7"=200’ VERT: Park Planting Plan - Tract D Park Planting Plan - Tracts K, J Park Site Improvement Details Park Planting Details and Notes Contact: Bill Dunlap, Project Manager DO N A GQ AB S H ™ STATE OF plac LAN CAPE. po Checked for Compliance to City Standards DENISE Pele den lige NO. 523 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 95-243 SHEET NUMBER Ive 8 ©1999 TRIAD ASSOCIATES FP-00-C4> 52 4 3 P K C V 52 4 3 8 S 1 12 / 2 / 9 9 20-00-44 PSSVIDOSSY VIL 66610 Sg SS | 40 ae | 8°C WHGMON LITHS . ng <7 -] ai fe ot S6 AGRON dor ‘SNONNILNOD CNV ~~ ee HLOOWS SE TIVHS SSCQVaID TIvasA0 ‘dadvaid $1 SLIS NSHM LBW 3a TIvHs $4 | GALVG ONY CANIS ssINn SLNANTSINOTY ALITIGISSBOOV ANY SelO1S %Z LV ASHOLid SE TIVHS SHV e (IIVA LON dAVIS SaLVM 4O ONIN AIOAY OL GSAZIHOV 3G TIVHS S5VNIVald SAILISOd | AOLOVALNOD 1G CENILAISLS0 3a TIVHS NVv“Id NO NTOHS LON Sadivaip €ZS) "ON FLVOISILYIO NIL AVS SNO WOsd INSWS WLS LSNIVDY SSINVAaIVND TIvHe >eIOM ‘'CALOVEWOD ATaadOmd NSE SvH Zdvaibeane LVHL AdialStA a3u aANNO NOILY TIVLENI NOLSNITEUAN SHL OL L605 TWNOILIGAY ON Li’ AOLOVALLNOD 144 GE0v Ida ANv OL MO ld BAILY INSGZaeIa! 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(Thie Sheet) \ 1 Of RECREATION WY a | Play Structure Lawn . ; Spring Toye (2) Nf / ‘a “ SE 12 6 T H ST R E E T / , _ Lawn ® . as ‘ . = on Xx Concrete Walk F Ker Jie = a a, mau Shrub Bed \ .’ oy Pe \ TRACT B pate om ? le: “ae by | sees Zz ; Fd ; i A | : : | ore gees H D 3 f 5 f ; : : $ Ncw? 8 Fo Nee ; i ; 5 Po ar, Soon Me “prem H 4 Hy ; Spoons : ; i} i ‘| NOTES |. CONNECT PERFORATED 4" DRAIN PIPE BELOW PLAY AREA SURFACING WITH 4" PYC STORM DRAIN PIPE TO CB 4. SLOPE PIPE AT 1% MIN. COORDINATE CONNECTION WITH OWNER'S REPRESENTATIVE AND CIVIL ENGINEERING PLANS 4'-g" a NY I9'-O" DAD NW a- TRACT K RECREA TION/LANDSCAPE Meander asphalt path elm. to shown, Curves shall be smooth and flowing Ba s e l i n e B \. Neeenine «5 d eae gegen: gee => Play Structure tT ea | UE yr | Pi a” 120 TR A C T L ut. Play Area le w Trae OS Split Ral Fence “sy Play Area Surfacing Lawn Shrub Bed Split Rail Fence 4' Asphalt Path Plenic Table (an 12" Concrete Mow Band 4' Concrete Walk, Typ. fo \ Bench, Typ. (be \ ae PE See Notes. hon Ce (This Sheet) 151ST AVENUE SE Bassline A SCALE 1” = 20° ©1999 TRIAD ASSOCIATES Vy | TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.6448 Fex 425.021.3481 Toll Free 800.480.0756 www.triadassoc.com } WA S H I N G T O N LA Y O U T PL A N TR A C T D, K WI N D W O O D CI T Y OF RE N T O N , BY | CK KL | OL 12 / 2 / 9 9 | RE V S PE R CL I E N T CO M M E N T S 9/ 8 / 9 9 | RE V S PE R CL I E N T CO M M E N T S NO . | DA T E | RE V I S I O N ) WILLIAM DUNLAP, PE PROJECT MANAGER PROJECT SURVEYOR PROJECT ENGINEER DENISE’ LIFTIN PROJECT LANDSCAPE ARCHITECT DATE: 8/19/99 SCALE; HORIZ: 7"=20° VERT.: STATE OF WASHINGTON REGISTERED DENISE LIFTIN/ | CERTIFICATE NO. /523 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 95-243 HT WER = | a 02 4 0 0 1 24 0 0 5 1 02 4 0 p D 1 12 / 2 / 9 9 FP-00- 03% 52 4 3 c 0 1 52 4 3 g b 1 5 2Y TRACT A ca ensane ieee err ee : cement” | “ _ B41 oO a ~ ro 7 = )—_— a __ ee a a sn : (i 5 reall " ennnnnene sie |, A$ —_—__— , a TRIAD ASSOCIATES | | ca i | Project Management i ; Civil Engineering i Land Surveying 7 Land Use Planning = Landscape Architecture x Site Design | | ; a | . 11814 115th Ave, NE Kirkland, WA 96034-6923 J een san Tel 425.821.8448 Pax 425.621.9481 sa a 5 7 “, Toll Free 800.488.0756 www.triadassoc.com — _ : : a ens > 153RD_AVENUE SE L Q paneer NEREEIDOO™ rs, REEDED ET IDOOEDORDOE AS RCOETIEO LIE LARREE OERTOR EC MARORES snseanbeesbeds ert: on — era JP TR A C r N = Oo 2 YY ‘ He < LANDSCAP a retest anand Qa O Le ov vrwvee simile ly is . QQ < 3 ~ CK QC O 3 2s ~ = bie hip AK Ai = \ 3 4 he it « TRACT C Pes m DETENTION...” Le) O a Pren bg | Ba C wy y vy \N TRACT.F ' | RECREA FION \ , l on as : v : ¢§ | 8 8 | NS PLANT LIST 2 KKKKKKKKKKK ee SYMBOL BOTANICAL/COMMON NAME SIZE COND ITION/REMARKS _MILLIAM DUNLAP, PE PROJECT MANAGER REES SHRUBS PROJECT SURVEYOR ancien ai acpel aoa ae © CAMELLIA SASANQUA 'BONANZA'/ an ee APERBARK MAPLE 2 GAL. &B/CONT. Was] INEER PAPE peer = Pe Beg 8 HYDROSEED LAUN, REFER TO PLANTING NOTES picnic : BETULA NIGRA/ I-12" CAL. BéB ; ; PROJECT LANDSCAPE ARCHITECT HERITAGE BIRCH CD EuoNyrus ALATA ‘comPactay 2 GAL. B4B/CONT. oreonemnoncanan EUONYMUS FORTUNE! 'COLORATA'/ 4" POTS CONT, 24" OC. DATE: 8/19/99 COMPACT BURNING BUSH ESS WINTER CREEPER Sliema viabo! > Seite ager SA gel ieaaaia I-V2" CAL BME © LAVANDULA ANGUSTIFOLIA/ 1 GAL. B4B/CONT. ineeicne ee LAVAN f YPERICUM CALYCINUM/ 4" POTS CONT., 24" OC. INUS PENNSYLVANICA 'MARSHALL'/ 7) a aii CREEPING ST. JOHN'S WORT FRAX PENNSYLVANICA ' I-72" CAL. BéB LIGUSTRUM x ‘SUWANNEE RIVER! 2 GAL. B«éB/CONT. ’ MARSHALLS SEEDLESS ASH SUWANNEE RIVER PRIVET Leo oan MEADOW MIx AN yy MYRICA CALIFORNICA/ 2 GAL. B4B/CONT. S zB MALUS 'PRAIRIEFIRE'/ 1-1/2" CAL. B&B «) AKE PRARIEFIRE CRABAPPLE PACIFIC WAX MYRTLE Av Fede AeeolA 1GAL. B&B/CONT. PINUS NIGRA/ UT @ OSMANTHUS DELAVATYI/ 2 GAL. BéB/CONT. NOTES: f 6' HT. BéB DELAVAY HOLLY OLIVE ) AUSTRIAN BLACK PINE 1) oF l. CONTRACTOR TO DETERMINE GROUNDCOVER QUANTITIES BASED ON STATE OF a RHODODENDRON 'PUM/ Ib-18" B4B/CONT. AN EQUILATERAL TRIANGULAR PATTERN AT THE SPACING LISTED ABOVE. Weaicurn. RHODODENDRON PYRUS CALLERYANA 'BRADFORD'/ I-12" CAL. BIB 2. REFER TO CIVIL ENGINEERING PLAN FOR EASEMENTS, PRIVATE / PUBLIC BRADFORD PEAR @ ROSA x 'NOATRAUM'/ 2 GAL. B «B/CONT. ROADS AND UTILITIES. PINK GROUNDCOVER ROSE 1SUGA CANADENSIS/ _ — 3. DIMENSIONS OF PLANTING BEDS ON THIS PLAN FOR REFERENCE ONLY. CERTIFIERTE bd 23 CANADIAN HEMLOCK OQ SPIRAEA NIPPONICA 'SNOWMOUND'/ 2 GAL. B4B/CONT. REFER TO CIVIL ENGINEERING PLANS FOR SITE DIMENSION. ; | — SNOWMOUND SPIRAEA . ry ry STAMP NOT VALID ©) a oe Se GOUCHER'/ GAL B4B/CONT. @_VIBURNIM BODNANTENGE PINK D AUN » GAL. ae AUTOMATIC IRRIGATION SYSTEM TO BE DESIGN AND BUILT BY LANDSCAPE CONTRACTOR vilics an ane Toten _ ine. AUN ‘VIBLUGALIM ae ; & O CALLUNA VULGARIS 'ALLEGRO'/ 1 GAL. B4B/CONT. JOB NUMBER | WEA 95-243 |, Q BERBERIS THUNBERGI! 'ROSE GLOW'/ 2 GAL. BéB/CONT. SHEET NUMBER 58 BARBERRY 4 OF 8 te ©1999 TRIAD ASSOCIATES | Stans FP-00-039 mu De u Ue Ic cy 40 19 5 9 S CP \P R U V E U T S \9 9 C 4 5 \O W G F IC E S \p a r k K p an s \p d l K r e v p e r s \O c C 4 S L A l . u w y PI U L L E U dL . AL U L A D TI I e E . f Se i oe —— ae RECREATION a fm = © Y SCALE 1” = 20’ ©1999 TRIAD ASSOCIATES | nay TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.8448 Pex 425.821.3481 Toll Free 800.488.0756 www.triadassoc.com WA S H I N G T O N | LA N D S C A P E PL A N WI N D W O O D TR A C T D CI T Y OF RE N T O N , BY | CK 12 / 2 / 9 9 | RE V S PE R CL I E N T CO M M E N T S DA T E | RE V I S I O N 9/ 8 / 9 9 | RE V S PE R CU E N T CO M M E N T S NO , WILLIAM DUNLAP,_PE PROJECT MANAGER PROJECT SURVEYOR PROJECT ENGINEER denise _liftin PROJECT LANDSCAPE ARCHITECT DATE: 8/19/99 SCALE: HORIZ.: 7°=20" VERT.: STATE OF | WASHINGTON REGISTERED DENISE LIFTIN /. CERTIFICATE NO. S23 | 2 STAMP NOT VALID UNLESS SIGNED AND DATED | is a mrt 95.243 |, oman 5¥8 i FP-00- O39 CU C A D PI T T e S CO WP R U U L U TS \S 5 C 4 S UN O IC E S pa l Kp i a t t s \p a r nr cv p e r p \W I C H I L A L . U W y Fi u l t e u at ) ia BE C 0c TS . TS . SU TS S S TRACT K \ RECREATION/LANDSCAPE ie N, PY \ ° ¢ if a Ys na AN | ; hfe wot 7 A AY 3 nr ae ae | bing lH TY Si Z : e 0 : = / _ _ | fo eS : ~ 2 SCALE 1” = 20’ TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture | Site Design | 11814 115th Ave. NE = Kirkland, WA 98034-6923 Tel 425.821.8448 Fax 425.821.3481 Toll Free 800.488.0756 www.triadasaoc.com ee z ~ ESK Mose S rn y~ / Peis : cette Vv S ne L \ OK KEK KKK = , / ~ y, LORE REO RR RG $ Lv Y . EER REE R ERR RY 3 } \ Y ERLE REE RRM | — LEE RRERR RY / / — ERR HICKS Vi / = AGES SER R RE RL REE RARER LG , «RRR GREK ROKR EKG ESKER HK Ke / | A SSR KOSS , , SKK SRK / SSR RK KR / 0 SKK EKER KKK KHOR SP = \ 6 BEE SER ERR KKK RKP / | JL EERE EEOC OES) Qa vn nn PBR E SEE KEKE SEEK EKKO | | A\ EER EK SS HOC KR 0K AN oN ato mcg, pe oes , ene memes QO » Ow vy » CERRO SOS HHH OY SY “ BSE E KKK RK EKKO ERM Ne Lye NS LER KOO RRK GOR ORO K OKO KKK f L ~ 33 5 | KR KOK KILN NHN MO { XR ERR KKK KEKE KKK RK KKK EK RRA | AQ o a SRK E SSK GO NHK KK KKK KKK |G = LRN ae S ONCOL ON SE LOCC CENCE CN CONC ES > < med Y LEERY nt) | = a TRACT J = BXREEROI PA < | RECREATION /LANDSGAPE RRR 89) 22 ee? 2 _ _ ~ | a SERS , o>~ BEE. een SONNY a ae : 2 ‘, , i | / Le) 78 000 UR re (Cen Pe OT teas ba ~ i | oY g , . ow a | , / 9 ail fas, > . an 5 ~ , . i [8 | <2 «|G Xa) y, ) \ wooo i ssn" | i eens” *% te ity gg cnanaesesei _ < " = - ae Z a _ _ _\ | +. : ml pods 1 5— a“ | i = f fi , SN fo 6 Zz NS. | 3 ¢ g fi ( 4 \ E Ss R . 2 x SRE ) . po | E<RKKKKKKKKKKK) rt om fa, _WLLIAM DUNLAP, PE | reais a ; PROJECT MANAGER Auvihae va fo “ft fos, hc fn / Ee PROJECT SURVEYOR why PROJECT ENGINEER denise _liftin PROJECT LANDSCAPE ARCHITECT DATE: 8/19/99 SCALE; HORIZ: 7°=20° VERT: \/ TIA SY STATE OF 4 | WASHINGTON REGISTERED _ SCALE 1” = 20’ CERTIFICATE NO/ 523 po l STAMP NOT VALID UNLESS SIGNED AND DATED | JOB NUMBER 95-243 SHE WER gS aaa! erence) 52 4 3 L A 1 52 4 3 8 S 1 bs 1 co l gb 1 12 / 2 / 9 9 ©1999 TRIAD ASSOCIATES §t o C A D Fi l e : £: \P R O J U E C T S \ 9 5 2 4 3 \ D W G F I L E S \ p a r k p l a n s \ p a r k r e v p e r $ \ 5 2 4 3 d e t a i l 4 . d w g Pl o t t e d at : Th u De c 02 12 : 24 : 0 8 19 9 9 4' MIN ON 2 TT. ACCESSIBLE SIDE ONLY UNLESS NOTED MEDIUM BROOM FINISH. CONC. PAD SLOPE TO DRAIN SCORE LINE, TYP - aan PICNIC TABLE _— —— CARRY TOP LEVEL a REMOVE BENCH ONE SIDE, WHERE = =, ae FOR ACCESSIBLE PICNIC TABLE a FLAN NOTE: ALL PICNIC TABLES SHALL BE ON CONCRETE PADS WITH 2' MIN. CLEARANCE AROUND TABLE. SLOPE TO DRAIN. PEDESTAL FOR PICNIC TABLE (PITCH TO DRUM me IOxXlOxexe WWM. | hs /-— —l" 4 bhp Silt = |S SN cone. FTG. PER | | | | A] IO MAUFACTURER'S INSTRUCTIONS Vv /-~ DRAIN ROCK AN nN 3" Q ‘ 4 , es: You 3" oO Q SECTION 7 PICNIC TABLE TYP. NOT TO SCALE ee BENCH Bi oT TET ey TELE ET i ree IUM BROOM FINISH |'-@" MIN ALL SIDES FLAN WOOD BENCH 4" CONC. PER DTL D/é (WHERE BENCH IS ADJACENT TO GRAVEL PATH BENCH SHALL BE INSTALLED IN PLANTING AREA WITH FOOTINGS AS SHOWN) CARRY TOP LEVEL y FINISH GRADE HEIGHT PER ManLEACTURER RECOMMENDATION | aT —- es | oe ee ee fe ee ee eg gt et =, revere || = St aa es ial -F4 a dene 2 5% ’ a . aes sat J TTTTT tg TTT]: ° TTTTT if eos Ne XS | COMPACT SUBGRAGE TYP. “tr . ° | 7 712 a : i= GaiKActie RS INSTRUCTIONS TS] Ai =|] WS SECTION = |!" BENCH W/ CONC PAD TYP. NOT TO SCALE FINISH GRADE 4 FINISH SURFACE 2") — |) |= I | SURFACE SOURSE —~ L553 eee ee” Or van 3/e ' uM LOS OsOsOsOsOcOces. {ta =| AOR OOSOSOSOSOSO EEF BASE COURSE 4 _-| SUSS “@=6-6- = Gr _ a COMPACT SUBGRADE Tle : =I _ 45° EDGE TAMPED (a tUSHED ROCK PATH NOT TO SCALE NOTES: SOFT SURFACE SHALL BE WOOD CARPET (12" COMPACTED DEPTH), WITH TWO (2) LAYERS OF GEOTEXTILE FABRIC AND THREE (3) INCHES OF DRAIN ROCK ACCESSORIES: PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION DRAIN ROCK FOR SUMPS AND PERFORATED PIPE BACKFILL: 4 x 8 GRAVEL MEETING THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING \% IDO 4 y & 5 le 2 PERFORATED DRAIN PIPE: 4" DIAMETER ADS PERFORATED POLYETHEYLENE PLASTIC DRAIN PIPE. CONCRETE WALK DETAIL D/& OR |2" MOW BAND tall Rr 2% GRADE WOOD CARPET (PROPRIETARY WOOD CHIP — SURFACING) COMPACTED DEPTH 12" TYP. GEOTEXTILE FABRIC “_FLusH / 3" DRAIN ROCK FL ee ee ee ee ee es ee es ed eS A TS TG a a A AD es es es es ee ee ee ee ee ee eS a ES TS ae pif fsifi fi fifi fifi fi fifi fi fir fifi fifi fifi fifi fififefifrfefifirfififrfrife FT Le he he he he es he he Mo MS MS SS he / Se LS es es hi he he es a A a fi Pfeiffer firfrfifefirfifirfifrfrfrfrfr Ly Le he he he Me eh A Lo fo a fo fi ofefe he fufefirfirfirfirfirfiifiifirefirfrfe fifi fr fr fr frfrfefrfefrfiefrefirfirfe fe piprifAiifpifrfifr fifi firfifrfififrfirfrfirfe Aifpi Sh fpep,ipipi pfiffi JfifsiJfifrfrfrfrfe Mp eprAIhSYui fi fifrifrifirfr fifi fifirfrfrfrfrfe Pifrfir fr fife fir Jfifirfififrfrfe ee af =| E11 | 3 etree IX be CO M P A C T I O N Pa l SUBGRADE a — aS es Se 3 _—_— PERIPHERAL DRAIN (4" dia. ADS PERFORATED PIPE) TIT CONNECT TO STORM DRAINAGE SYSTEM (REFER TO ey LAYOUT PLAN? COMPACT SUBGRADE PLAY AREA SOFT SURFACE AND CONC. EDGE NOT TO SCALE E 2" CHAMFER ALL EDGES 2x3 @ 12" OC. 2x3 @ 18" OC. 1IDx|IDxOxO re 2% GRADE _—— * . # oat Via la CONCRETE WALK [Pit — COMPACT SUBGRADE DUMMY JOINT (1/4" < 2" WITH PREMOLDED JOINT MATERIAL @ 15' OC.) CONCRETE PAVING (MEDIUM BROOM FINISH) TOOL MARKS (1/4" V GROOVES @ 5' OC. 4 BETWEEN DUMMY JOINTS) NOT TO SCALE | |. 13 o° 5 FINISHED GRADE IN. 3" ANY DIMENSION SPLIT CEDAR RAILS 6"-8" MIN. DIA. SPLIT MORTISE CEDAR POSTS 12" CONC. FTG., SLOPE TO DRAIN DRAIN ROCK SPLIT RAIL FENCE S" I'-2" F NOT TO SCALE 2x6 CROSS PIECE 1/2" CHAMFER ALL EDGES 2x3 @ 12" OC. 2x3 @ 18" OC. “I z mi J a I} os Cg fl NWoiwcrevosemenierteresraeore™ x aig er oa 5) ac ee Males Cae B R=2 Sty TN : aM ; re i ie" /} \ / /y oi 2'x6" CROSS PIECE BOLT THRU a BOLT THRU (2) THRU BOLTS W/ WASHERS (2) THRU BOLTS W/ WASHERS 6" x 6" POSTS \ 1 ‘ ‘ rs 6" X 6" POST i CONCRETE FOOTING ia CONCRETE FOOTING if SLOPE TO DRAIN i / SLOPE TO DRAIN apeal fa ~ i . 2 vi a | tA DRAIN ROCK g * | rf a ¢ | @ a - ql |. | | 0 ood =" roe DRAIN ROCK ik NOTES \ Ain 4 s 4a 4 4) op 4 | ALL WOOD POSTS SHALL BE PRESURE TREATED DOUG FIR, 948 be | Te a Poy - a4 GRADED " OR BETTER . | : 2 ALL OTHER WOOD MEMBERS SHALL BE CEDAR, 948 | a a ne, : : rs 4 GRADED 4 OR BETTER Be le = : | ae 3. ALL METAL FITTINGS SHALL BE GALVANIZED. INSTALL $O METAL IS FLUSH 0| Z «A! 0| $ “ ei WITH WOOD SURFACING AND WITH NO EXPOSED SHARP EDGES. =}Z Oo apt — av oe? =) Z 0° PL q° ria) ot — (oe?) ny Re ae) 2 $e 9,99" 0 8° ¥ 05° O8ct 0 95° END ELEVATION FRONT VATION =| TRELLIS G NOT TO SCALE ©1999 TRIAD ASSOCIATES] ian TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11614 115th Ave. NE Kirkland, WA 98034-6923 Tel 425.821.8448 Fex 425.821.3481 Toll Free 800.488.0756 www.triadassoc.com Ps 8 ok mo) 3 _ ma) PA R K SI T E DE T A I L S WI N D W O O D 2 & _, _°) > | & ee Bz mB 9/ 8 / 9 9 | RE V S PE R CL I E N T CO M M E N T S 12 / 2 / 9 9 ) RE V S PE R CU E N T CO M M E N T S NO . | DA T E | RE V I S I O N : WILLIAM DUNLAP, PE PROJECT MANAGER PROJECT SURVEYOR PROJECT ENGINEER DENISE_LIFTIN PROJECT LANDSCAPE ARCHITECT DATE: 8/19/99 SCALE; HORIZ.: AS NOTEDVERT.: STATE OF WASHINGTON REGISTERED CERTIFICATE NO. /523 STAMP NOT VALID UNLESS SIGNED AND DATED mx 95.243 70 8 SHEET NUMBER 52 4 3 5 0 E T A I L 1 12 / 2 / 9 9 FP-00-029 E: \P H U J E C 1 S \ ¥ 9 5 2 4 3 \ U W G E F IL E S \ p a r k p l a n s \ p a r k r e v p e r $ \ d 2 4 3 1 l a d . d w g Pl o t t e d at : Th u De c 02 12 : 22 : 5 7 19 9 9 ¥T O L A U Fi l e : CUT ALL TIES AND FOLD BACK BURLAP ¢ BASKET FROM UPPER V3 OF ROOT BALL OR REMOVE PLASTIC CONTAINER , REMOVE ALL TWINE FROM PLANTING PIT. 3" WATER BASIN FINISH GRADE 2" MULCH LATER KEEP MULCH 2" FROM TRUNK SPECIFIED PLANTING MIX AND FERTILIZER SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACTED NATIVE SOIL. TYPICAL SHRUB PLANTING DETAIL "4 6' - O " MI N . a. 3' - 6 " TY P . NOT TO SCALE es Ul heme seed i) | [| eit SCARIFY SIDES AND BOTTOM PINE POLE (TREATED) PREVAILING ROOTBALL — TRUNK WIND PINE POLE (TREATED) PLAN NOTE: PLANT TREES |" HIGHER THAN DEPTH GROUN IN NURSERY TREE PIT SHALL BE NOT LESS THAN 2 TIMES ROOTBALL DIA, WATER THROUGHLY AFTER PLANTING TREE STAKES PERPENDICULAR TO PREVAILING WIND 2 GA. WIRE, TWIST TO TIGHTEN V2" DIA. BLACK RUBBER HOSE ne BURLAP AMD BASKET FROM UPPER I/3 OF RCOOTBALL. REMOVE ALL PLASTIC AND TWINE b | 2" DIA. PINE POLE STAKES (TREATED) - TYP i | F——— CUT ALL TIE6 AND FOLD BACK b Q NX “an 2" CPTH MULCH LAYER 3" WATERING BASIN FINISH GRADE OF PLANTING PIT SOPUCIFIED PLANTING MIX AND FERTILIZER 2X MIN DIA. ROOTBALL RECOMPACTED NATIVE SOIL TYPICAL CONIFEROUS TREE DETAIL NOT TO SCALE WY YG 6' - 2 " MI N 3' - 6 " TY P . PINE POLE (TREATED) PREVAILING ROOTBALL WIND aaa PLAN PINE POLE (TREATED) NOTE: PLANT TREES I" HIGHER THAN DEPTH GROUN IN NURSERY TREE PIT SHALL NOT BE LESS THAN (2) TIMES ROOT BALL DIAMETER TREE STAKES PERPENDICULAR TO PREVAILING WIND 2" DIA PINE POLE STAKES (TREATED) 12 GA. WIRE, TWIST TO TIGHTEN 72" DIA BLACK RUBBER HOSE TYP CUT ALL TIES AND FOLD BACK BURLAP FROM UPPER 1/3 OF ROOT BALL. REMOVE ALL PLASTIC AND TWINE FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING FIT TO ALLOW FOR ROOT PENETRATION 2" MULCH LAYER SPECIFIED PLANTING MIX AND FERTILIZER 8 SOM ors carve) many | Hei: 2 FE 2X MIN DIA. ROOTBALL RECOMPACTED NATIVE SOIL TYPICAL DECIDUOUS TREE PLANTING PLANTING NOTES NOT TO SCALE - Contractor ehall verify all existing site conditions prior to begiming conetruction. Notify owner of any discrepancies, between plane and actual field conditions. - The contractor shall be responsible for any damage to existing utilities or Improvements. All repaire shall be made at no expense to the owner. - The contractor shall notify the owners representative prior to beginning construction, and shall keep the owner Informed of progress of work throughout construction. - All work shall be Installed In conformance with all applicable local codes and ordinances ey experienced workmen and 4 licensed landecape contractor who ehall obtain all necessary permite and pay all required fees. - Any requirement In the plane and/or notes shall be considered binding. In cases of discrepancies or items not understood by the contractor, the owner's representative shall be contacted Immediately. - Site visite by the landecape architect to Inspect progress of work and Ite conformance with the plans shall be ae directed by the owner's representative. - Execute perlodic cleaning of the site throughout the contract period to remove all waste materiale, rubbish, plant containers. - All written dimensions supersede scaled distances. All dimensions are taken from ths back of curb, face of building or face of fence. - Refer to architects ¢ civil engineering plans for site, grading ¢ utility Information. - Contractor shall coordinate their work with all other applicable trades, ae neceseary. PLANTING NOTES: Quality Assurance - Latest lesus of American Standard for Nursery Stock published by American Aseoclation of Nureerymen shall be used to grade nursery stock ANS/ 262! - Plant nomenclature shall conform to that used In New Sunset Western Garden Book Names and varieties not listed In thie reference shall be thoes moet commonly used In the nureery trade. - Herbicides shall be applied by licensed applicator. Project Conditions - Planting operations shall not be conducted under the following conditions: |. Freezing Weather 2. Excessive Heat 3. High Winde 4. Excessively Wet Conditions Sequencing ¢ Scheduling - Coordinate with earthwork contractor to establish aiopropriate subgrade elevations ae required by planting soll depths specified herein and on the drawings. Soile Testing - Submit representative sample of stockpiled topeol! (if avallableko Pacific Testing Laboratories (425) 451-8436, or other approved salle testing laboratory. PRODUCTS: Plante - Provide plante as indicated on drawings. - Quantities shown on drawings are for contractor's convenience only. Contractor Ie responsible for total number of plante represented graphically or by calculation. - Condition: All plante shall conform to the following minimum requiremente: |. Nureery grown, unless otherwise specified. 2. Supplied in appropriate container, balled or burlapped, or bare root as epecified on drawings. 3. In vigorous growing condition with full follage and fully, eymmetrically branched typically representative of the species. 4. Plante shall meet governing ee concerning peste, weecie and dieeass ¢ shall be free from all pests, diseases 4 weeds. 5. Fully and completely rooted, but not rootbound. 6. Plant grading shall conform to ANS! Z6211. - Strest Trees: Uniform in appearance, ize and structure. - Overeized Plante: Plante larger than specified size may be used providing height, spread, caliper, and root ball dimensions conform to ANS! Z62.I. - Plante shall be Inspected by the owner's representative at time of delivery. Rejected plante shall be removed from the site Immediately. Soil mix for all planting areas and seeded areas. - On site stockpiled soll ( if available), amended ae iiecessary per Soils Testing Laboratory to support vigorous plant growth. OR - 3-way topsoil mix to be approved by Owner's Representative. Topsoil must be free of viable plants, plant parts, or seed. Mulch - Cedar Grove medium grade compost mix, or approved equal, uniform In color, fres from weed seed, sawdust, and splinters. Mulch shall not contain resin, tannin, wood fiber or compounds detrimental to plant growth. Source shall be from freshwater mill. Hydroseeded areas: - Seed shall conform to the standards for "certified" grade seed or better, ae outlined by the State of WA Dept. of Agriculture's "rules for seed Certification" latest edition. Seed shall be furnished In standard containers. - Upon owner's request, furnish duplicate copies of a4 statement signed by the vendor certifying that each lot of seed has been tested by 4 recognized seed testing lab within 6 months of delivery to the project site. - Hydrosseded mix (lawn areas): Graee Master Play Lawn Mix or approved equal. - Hydroseeded mix (meadow areas): Graee Master Low Growth Lawn Mix or approved equal. Grasemaster phone: 425.261.1111 Hydrossed 4 apply soll additives 4 hydroseed elurry as recommended by supplier. Fertilizer and Soll Amendments - Trees, strube and groundcover: |. Formula 4-2-2 "Transplanter" ae manufactured by Pacific Agro Co., with Hercules Nitroform and WR Grace's "Magamp" and trace elements. Apply at rate of Trees Boz. Large and Medium Strube 4oz. Low Shrubs and Groundcovers 20z. 2. Agriform Tablete: Planting tablets, 2l-gram elze, as manufactured by Agriform International Chemicale Inc., 20-1O-5 analyele. Trees 4 tablets Large and Medium Strubs 2 tablete. Low Strube and Groundcovers | tablet Herbicides - Pre-Emergent: Surflan or approved equal. - Other herbicides shall be approved by owner's representative prior to application. Submit product data and purpose of use for review. PROCEDURES: Examination - Examine site and verify that lines, levsele, grades are acceptable and condition of exleting soll le ready to receive work - Start of work shall Indicate contractor's acceptance of exleting conditions. Soll Preparation - Shrub Bed: |. Prior to placing planting mix, scarify subgrade in two directions and thoroughly loosen to a depth of |2 Inches. 2. Place 4 Inches of planting mix on subgrade and thoroughly till Into ecarified soll to a depth of © Inches. 3. Thoroughly till Into top 6 Inches of all shrub bede 6-10-ID fertilizer at a rate of |5 lbeNOOO equare feet. - Hydroseeded lawn areas: |. Place 2 Inches of soll mix on subgrade and thoroughly till Into ecarified soll to a depth of © Inches. 2. Thoroughly till Into ed © Inches of all seeded areas coll additives ¢ fertilizer. (Rate 4 types as recommended by seed supplier.) 3. Rake, drag 4 remove rocks ¢ debrie 3/4"+ from top |" of seed bed 4. Roll to produce a firm finished grade and lightly rake to loosen top 1/2" of soll prior to seeding Fine Grading - Remove rocks and debris with any dimension larger than | Inch that turned up during preparation. - Rakes, drag and roll area smooth to establish approved finished graces. Maintain established flow lines, slopes and grade to achieve positive drainage allowing no puddles. - Finished Grade Requirements: |. Planting Bed Areas: 3 Inches below adjacent paving and curbe. 2. Seeded lawn areas: | Inch below adjacent paving and curbe. Hycdrosseding - Water area to a depth of 4" prior to hydrosesding - Spray slurry onto finish grade at such an angle to ald In embedment of seed - Contractor shall clean excese slurry from plants, paving and structures Tree ¢ Strub Planting - Excavate plant pits to sizes Indicated on drawings. - Fertilize plants at planting with Agriform 21 gram tablets, 20-1D-5, 2 per | gallon can, 3 per 5 gallon can and 3 per each caliper Inch Do not plant until direction concerning drainage Is given by general contractor. - Set plumb face for best appearance. Set so root crown will settle to appropriate level related to surrounding finished grades after settling has occurred. - Watering: Construct water basins and thoroughly water plants Immediately after planting. - Restore finished grades by hand raking. Leave water basins In place. - Stake all trees as per detaile. Pre-Emergent Herbicide - Apply In accordance with manufacturer's recommended rates and procedures. - Apply to soll of all planting areas prior to placement of mulch. Mulching - Apply 2 Inches (compacted depth after watering) of specified mulch to finished grade In all ehrub and groundcover beds. - Thoroughly water mulched areas to ensure moleture penetration to the soil. Inspection, Guarantees 4 Maintenance - Keep all areas of work clean, neat and orderly at all times. Keep all paved areas clean during planting and maintenance operations. - The Landecape Contractor shall contact the owner's representative prior to Begining conetruction. Discrepancies or other probleme shall be resolved at tnis time. - Maintenance period shall begin upon Inspection and approval by owner's representative, and shall be for 120 calendar days. - Maintenance of new planting shall conelet of watering, cultivating, weeding, mulching, resetting plante to proper grades or upright position, restoration of the planting saucer, and furnishing and applying such epraye and Invigorants 46 are necessary to keep the plantings free of Insects and dieease and In thriving condition. - All plant material shall be In thriving condition one year from date of final acceptance. - Replace all plant material which has lost 30% or more of their normal foliage. 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DION P, COLEMAN 14841 286TH AVE SB ESSUQUAH, WA 90027 CREAMED URN EN GRRE WARNE cobemeteEes nem dW, MORRISON INC. “07 | 4-H. MORRISON INC, KENWORE, A 98028 | kenwone, 11 50028 | a? 5 Ae rere 9 ne WL , 1926.99" 104] 9 i, 7 kk p GA IS | £4019) ae 1 A re = am Pt Lele el elo] ele lel @ ) J fe 1585, el 7 ~ NOO%6'07°E er ageeatma | | +f. oT SD LoTt> mer Lasgal Mind B & ja li I ge a ae eet rr || rc ee eee RLS | ef a0 | UN ; 2 AS ae | | | | ! , DAVISON EMMA SHEET JERRY D, JARVIS JERRY D. JARVIS DEAN J, MU CECI te | | aa et | “Sate | Ae | | $4 | ak aaa a eet 126145 146TH AVE 1109 108 AVE NB 15740 SB 246TH | Esl | | a 7) BELLEVUE WA 96004 | KENT, WA 96048 | | as | | || | | Bae | | i | | | ) i Niwa == Z = > coma a =‘ I Og i £4 Yf 0% NO0716 6.89" § TRACT 8 CHARLES LICKEY a ag RDSePEeckron, nh $0066 | = NEB 21D FEW, an mal Ma , NC H WI ad ST R C E } se Li Sr p her gi n A PA L AH Y Or DOELLEFELD | ROBERT & CALE ANDERSON 59085 NB 42ND PL | CARNATION, WA 98014 RINTOM, Hd 96058 ( 2 | eee res Nz each UWA CONAAROORY “ARMOLIAIL COFORRERNA QAEY CRITE GIT WMI SMI mY qnnee MERIDIAN MINERALS COMPANY C/0 MERIDIAN ADVAL 1% 60 YS SCALE: 1” =200' : 7 I NE a z LEGEND oe STORM DRAIN PIPE ROOF AND FOOTING DRAIN BOUNDARY LOT UNE RIGHT-OF-WAY on CENTER LINE EASEMENT SWALE OR DITCH + FENCE 10’ CONTOURS 2’ CONTOURS TOP OF 40% SLOPE . . E EDGE OF WETLAND —I 1 I— DAYUGHT UNE LLL, NATIVE GROWTH PROTECTION EASEMENT (NGPE) wzzzzzZZZZD RETAINING WALL COORSDOM ROCKERY » GUARDRAIL cum BARRICADE e a Aan GUTTER, FLOW, & CURB LINE “ee ee BUILDING SETBACK LINE (BS8L) ROAD AND STORM DRAINAGE PLAN CATCH BASIN, TYPE | CATCH BASIN, TYPE Il CLEANOUT YARD DRAIN OVERFLOW STRUCTURE CURB RAMP RIPRAP MAILBOX SIGN ASPHALT PAVEMENT SIDEWALK GRAVEL CONCRETE WETLAND 240% SLOPE POND DEAD STORAGE AREA RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STASILITY, AND PROTECTION OF PLANT AND ANIMAL HAGITAT. THE SENSITIVE AREA TRACI/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS ANO OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON GEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION MTHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF: DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER, THE REQUIRED MARKING OR FLAGGING SHALL REMAIN’ iN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED, NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS | OTHERMSE PROVIDED BY LAW. NOTE: YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED, FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE), ENGINEER'S LEGAL DESCRIPTION PARCEL Az es z ™ THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 | NORTH, RANGE 5 EAST, WLLAMETTE MERIDIAN, IN EXCEPT THE SOUTH 378.8 FEET OF THE WEST 125.00 FEET THEREOF: AND EXCEPT THE SOUTH 42.00 FEET OF THE REMAINDER THEREOF AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 5799278 FOR SOUTHEAST 128TH STREET. PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: yay all THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID 6 RENE SOUTH ALQNG_ THE EST UNE OF SAD SUBOIMSION, 648.00 FEET To THENCE EAST 1320.00 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SUBDIVISION; THENCE SOUTH, ALONG SAID EAST LINE, 675,00 FEET; THENCE WEST 660.00 FEET; THENCE NORTH 660.00 FEET; THENCE WEST 660.00 FEET, WORE OR LESS TO THE WEST LINE OF SAID THENGE NORTE, ALONG SAID WEST LINE 15.00 FEET TO THE TRUE PONT OF EXCEPT THE WEST 30.00 FEET THEREOF FOR ROAD; EXCEPT ANY PORTION LYING THIN THE SOUTHWEST QUARTER OF THE SOUTHWEST EXCEPT ANY PORTION LYNG. WTHIN THE SOUTHWEST QUARTER OF THE NOR QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, TAWEST 10 \-405 (900 ore b “4 A’ mya. Pals : “COUNTY: PARI: , : % | “4 So, ol de, 2) SE 116th sT . y . — ane | a 900 rr iy \ y : vi wl) N : SE 120th s y =| 8 : .. Ss 5 % TO 1-405 2 oa | NE |4th ST iid | VICINITY MAP NOT TO SCALE OWNER / DEVELOPER CENTEX HOMES 2320 130TH AVENUE JE, Suite $200 BELLEWE, WA 98005 (425) 882-3611 CIVIL ENGINEER 7 SURVEYOR / PLANNER AL) TES ENGINEERS: TRIAL! ASSOCIA 11814 115TH AVENUE N.E. KIRKL'NO, WA 98034 ri: 621-8448 “4 We OUNLAP WR., PAE. UTILITY FURVEVYORS SEWER: CITY Gf RENTON WATER: KING CXINTY WATER DISTRICT NO. 90 BENCHMARK_AND DATUM DATUM: NAD 1983/$! (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 1851 AND 1852) CONTOUR INTERVAL 2’ VERTICAL DATUM: NAVO 1988 ORIGINATING BENCHMARK CITY OF RENTON BENOHMARK # 1852 ~ 3° BRASS SURFACE MONUMENT AT THE INTERSECTION OF S.E. 128TH STREET AND 148TH AVENUE S.E. ELEVATION 454.77 FEET BM $1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 18’ WEST OF SW CORNER OF SITE. ELEVATION 490.99' BASIS _OF BEARING seebetiaeieagneapenigesennieaetipagnigecighioaraens SOUTH UNE OF SOUTHWEST QUARTER SECTION 11-25-5. © SHEET _INDEX 1 COVER SHEET ; i ROAD ‘ND STORM DRAINAGE PLANS AND PROFILES FRONTAGE AND ROADWAY IMPROVEMENT PLANS 10 FRONTAGE IMPROVEMENT DETAILS AND NOTES CHANNELIZATION PLANS CURB AND ALIGNMENT SHEETS 15 POND PLAN POND DETAILS ROAD AND STORM DRAINAGE DETAILS AND NOTES STREET TREE PLANTING PLAN STREET TREE PLANTING DETAILS NOTES WETLAND DELINEATED BY B-TWELVE ASSOCIATES WETLAND LOCATED BY HUGH G GOLDSMITH & ASSOCIATES BOUNDARY SURVEY BY HUGH G, GOLDSMITH & ASSOCIATES FIELD TOPOGRAPHIC SURVEY BY TRIAD ASSOCIATES RECORD COPY ©1999 TRIAD ASSOCIATES | TRIAD ASSOCIATES Project Management Civil Bogineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 116th Ave. NB Kirkland, WA 98034-6625 Vex 426.021.3481 W I N D W O O D CO V E R SH E E T RO A D AN D ST O R M DR A I N A G E PL A N S CI T Y OF RE N T O N , BY |K Je r e d fa c WILLIAM W. DUNLAP, UR. PLE. PROJECT MANAGER DESIGNED: # GOGGIN, P.E,/AL FREDRICK CADD: =O, MERRIAM CHECKED: w COGGN, P.E. DATE: 86: 118/99 SCALE: HORIZ.: 1"=200’ VERT: N/A | _ EXPIRES: v2zvo1 | Saf STAMP NOT VALD UNLESS SIGNED AND DATED mma 95.243 WA S H I N G T O N mT NBER 10 19 a a: FP-00-08% WINDWOOD DIVISION 2 POR W 1/2 SW 14 SECTION 11, TOWNSHIP 23 CITY OF RENTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIMSION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WTH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTIUTIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS WTHIN THIS SUBDIVISION. FURTHER AGREE TO HOLD THE CITY OF RENTON AND ANY GOVERNMENTAL AUTHORITY HARMLESS, INCLUDING THE COST OF DEFENSE, IF ANY, FROM ANY DAMAGES TO PERSONS OR PROPERTY WITHIN OR WTHOUT THIS SUBDIVSION RESULTING FROM THE ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW, OR IN ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WTH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. CENTEX HOMES BY: ITS: BY: ITS: ACKNOWLEDGMENTS STATE OF WA GT COUNTY OF _ | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT AND —_ SIGNED THIS Peilkia Tehrnison! INSTRUMENT.YON OATH STATED THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ars TH OF CENTEX HOMES, A NEVADA GENERAP PARTNERSHIP, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE NOTARY PUBLIC TLE -8- MY APPOINTMENT EXPIRES Mm <2... > -ee VOL/PG NORTH, RANGE 5 EAST, WM. KING COUNTY, WASHINGTON APPROVALS CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS 3] DAY OF JULY , 2000. ADMINIS MN yw My So heyy, CITY OF RENTON CITY COUNCS $9 2% 2% 3 = 36 % 4, CLERK OF THE C ny TED Se ¥ | My x | TTT CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE | HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREON CON ED DEDICATE, gSTREETS, ALLEYS OR OTHER PUBLIC USES PAID IN FULL THI DAY OF , 2000. FINANCE DIREC KING COUNTY FINANCE DMSION CERTIFICATE | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ANDO THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL. THS BY, Cay oF it. , 2000, Conary Hales - _Carat dif DIRECTOR DEPUTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS 7 DAY OF 4’ 7u¥57, 2000. tS tere Ns0le- Liter Theil KING COUNTY ASSESSOR DEPUTY ASSESSOR ‘ = 2 COUNTY RECORDING OFFICIAL’S INFORMATION) BLOCK (WAC 332-130-050) STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT ANO SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWEDGED IT AS THE AND OF CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES LAND SURVEYOR’S CERTIFICATE | HEREBY CERTIFY THAT THIS PLAT OF WMNOWOOOD, DIMSION NO. 2 IS BASED UPON AN ACTUAL SURVEY ANO SUBDIVISION OF SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, EXCEPT AS NOTED, THAT | FULLY COMPLIED WTH PROVISIONS OF THE STATE ANDO LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. ; PROFESSIONAL LAND ICATE NO. 223355 11814 115TH AVE. NE. KIRKLAND, WASHINGTON 98034 PHONE: (425) 821-8448 ExPIRES: 10/19/01 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS QTH_ Day oF US _s MINUTES PAST _| BM. AND RECORDED IN 2000, AT OF PLATS, PAGE(S) 2Y- 34 RECORDS OF KING VOLUME COUNTY, WASHINGTON. DIMSION OF RECORDS AND ELECTIONS 2RSS8cuares LUA—OO—039-—FP LNO—10—0352 11814 115th AVENUE NE KIRKLAND, WA 98034 (425) 821-8448 (425) 821-3481 FAX BOB BRUCE WALT WASHINGTON MANAGER SUPERINTENDENT OF RECORDS PH2-TLK REF 95-243, am < Q O PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF G1 T SECTION 11, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, ™~. IN CITY OF RENTON, KING COUNTY, WASHINGTON > ~ U W* © JOB NO 99-230 SHEET 1 OF 6 30 0 1 0 0 b 0 8 9 0 0 0 2 “FP-00-03 WINDWOOD me DIVISION 2 PORTION W'‘/2 SW14, SECTION Tl, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON KING COUNTY, WASHINGTON 2 11\ N 1/4 CORNER a FND 1 1/2” IRON PIPE w/WOOD PLUG & TACK (10-89) KR © w 1/4 CORNER ¢ FND CONC MON © w/LEAD & TK N DOWN 1.5 (10-89) . i B: N87°27'27"w os 10: a ee s MN 654.85" eel we eae i 2619.41" 5201.90’ “ , 2| : 654.85 We eee... - 1 3s | aN a8 12 | & a oe Ss | 2 —S N87°27'27"w 1 280.20’ E 1/4 CORNER o| | i. FND CASED CONC MON Of | ee P w/3” DISC & PUNCH MARK wo NI: 0 ries : (10-89) o : | s ro) Be Pay * » | | « i r) wo ram 3.2 ae yg | N87"40'57"w \ 625.00" Pn Sm5 o | | — NORTH LINE a ad | Swénwssw* ; ss AS SHOWN BY R.0.S. BOOK 17, . we , ake PG 275, REC NO 7904239005 oT | | ~ ” > | DETAIL SCALE: 1” = 200 | | 0° == 100-200” 400’ Woo N87°27°27"w P | . = 1280.20 = tres a1 N87°40 70 625.00’ > - 3 x = | © «Fy a / \S pi ° Ve ae fF ee ee ae ae a J NORTH LINE = as (SEE NOTE) bead GRAPHIC SCALE Z | Sw*nwssw* ne OS RR IT PG OTS oO - Pati OESSS of 2h 2 Sede cb stains ce LINE TABLE - < LINE | LENGTH | BEARING S cS) oO rere. Nilo 4 L2 15.00 | N89°43'53°W 2 % | bb L3 128.16 | N62°23'34"W 2 8 | L4 41.61 N67°23'36"W 0 3 Ce) L5 41.61 | N72°48'48"W o | ‘. L6 41.61 | N7813'59"W td L7 41.61 __|_N83°39°11"W 1 ud L8 72.36 | N88‘08'48"W | ye wH L9 90.00 | NO1°38'33"E mY ! py L10 1.26 N88°21'27"W s — 4 ve ie L11 40.38 N09°33'18"E — l ! < L1i2 47.45 N89°45'16"W Ww r D L13 76.24 N89°45'16"W io Ve ! fe) 8 \{ a SE 124TH ; 2 Li4 | 66.09 | N44"47'08"W = 3 —— _ ee Lis [95.05 | N87°54’27"w & © —-- 7-54-74 __, . «ees L16 63.87__| N88°21'27"W 2 a q\ ——— a WS Ee sk ( oN - rx en ba rN 4 ! rN rye 1 an be 1 | ee 77 L17 96.47 N34°04'21°E ee ‘4 J OSPERISISEI ES cb Nf ( 118 20.57 | No518'36"W pene one a ee ee r Lis 91.08 | Nasori7"e | | Pra Pepe Ces Lt L20 | 38.15 | Noo"41'23"E sees nei i PA oe ul; 0 450 a L21_[ 32.30 | n40°05'47"w 1 leg! lo. WwW ye, ey wo bin LOT ADDRESSING L22 63.39 NOO14'44"E a a eee. Ww! Ee ore a ee QUINCY AVE NE [7123171255 | Nagvas16"w r H ~~ y > asa , oe x1 w ~ 23 La _ J oO Le LOY ADDRESS L24 | 72.56__| N89°45'16"W | | ! 1< 1 , led =| 2w@i<el « PP ag eae wo aa? ee 500 L25 65.00 __| N46°35'24"Ww w [77---- ee 1 5 }----~- eee + i! ee = i |: re 506 L26 69.70 __| N58°38'58"W 3 | | \ = : inf S| #10 6 25 i<; iT as D axccevaenntoat 512 L27 66.85 N44°47°08"W KR [ -——-———— - ---—_—.. 4 = r acct 4 ee, | f x = Zz 7 ee r---4 Ls 23 : ve besveewececeves ci L28 83.31 N58°38'58"W sh] uo. sey =the Bo 1 1a 3 1S Se f seccurcoasons ae Sm rtate Zr ------ 4 ae eee LI? . =~ St Dossseeseusrenssee 558 : = | | - 15 nt 7 2719} 2 8. 564 L31_| 49.00 | ni801'22"w aan -~--i™}---4 570 L32 86.26 | N39°55'28"W _— be ~ VO .ccssssssecesdes 576 L33 20.12 NOO14'44"E ! = _ Waccccccsseessees 602 L341 150.17 1 Noo14'44"E S Par ae 608 io Pome klar neenemeon ee 1.3 en ee 614 ae | 7 Sle ---- | Ee : a 620 ° } ! o ‘ a, - ee 631 —— —— slice = | | 1 = ta | 625 ae ans Wb) -----~~-~---- | ee 619 a) T + 1B. 613 z + i 607 <<.) ! r 20. 601 ae | & 4 , 575 + : z r,s 569 CURVE TABLE =) i N25. i QB .eeceececcreeee 563 CURVE [LENGTH] RADIUS] DELTA - | 1 i N88°21 O7 Wl e) 12, en 557 Cl 46.26 | 29.00 912345" | [Aso +-------- eppieciten 4 a i rt c2__[ 45.55 | 29.00 | 90°00°00" l ! it nec C3__| 78.09 | 310.00 | 14°26'00" FND 3% BRASS l 7 2B 515 C4 | 88.17 | 50.00 | 26°29"18" DISC SURFACE MON soreceye ace orer- io I ro) LJ V4: eee 509 C5 23.12 50.00 101°02’21” w/PUNCH MARK | a eee ae ' @ x 30. 503 (10-95) | 1 8 “ CITY OF RENTON | ne) MON NO. 1851 ! lt I~ ! fl ' ' 1 ! * : Sg es Se me eee? ce ee ee : | Nn ‘ 2623837 101 — 780.67" 4 —--t- =f = ac Me eS ge ee * _—- — — ~<a 530.55’ <. se MMM OSS Cg ee a a i N88°22'19" sy 1311.17" ar ma ee 882219°W as Zz N88°21°27°W 2622.55’ MEAS 2622, 3 oa — om asi _ Wy anew NE 4th STREET ce 128m smeeen ra BASIS OF FND KING CO. 3” BRASS S 1/4 CORNER BEARINGS SURFACE MON w/PUNCH FND BRASS SURFACE MARK (10-95) MON (10-89) CITY OF RENTON won no 19s?) SECTION SUBDIVISION REF 95-243 DATUM — NAVD 83/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS 1851 AND 1852) BASIS OF BEARINGS CITY OF RENTON CONTROL FOR THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 10, TWP 23 .N, RGE 5 E, W.M., AS NORTH 88°22'19" WEST 11814 115th AVENUE NE e KIRKLAND, WA 98034 (425) 821-8448 ¢ (425) 821-3481 FAX JOB NO 99-230 \d / 1 0 A 9¢ / Sb I LUA—O0-039-FP LNO-10-0352 SHEET 3 OF 6 DIVISION 2 PORTION W'1/2. SW14 SECTION fl, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. <a CITY OF RENTON KING COUNTY, WASHINGTON u SEE SHEET h = | l 29 I'l oO = | 2 | oo wy | Nesasiew | | Zl! Nagasii6'w a | 2 - es + 89.00’ PT 39.00” rit ne ° 3 Is} O Se! ~ Yl gsr + ” a | <x S| hav | ° “ 3 Sfg, 90 “" gl Hyd el - RQ | GS % 0, 20° | | ay ) ol | ACCESSS AND UTILITY EASEMENT | Sb. /e ye am | —~__ S wm OS _ (TO BE RELINQUISHED AT THE TIME OF PUBLIC STREET DEDICATION) F ara Ss Ss aor S ‘ GRAPHIC SCALE tu ° 5 x w : es | Qe TIN ly + © OE * 109.00" ps 109.00’ PS l K Q|" ‘ ts N89°45'16"W 218.00’ a l uw ain Oe _— [o) 2 : : z NE 5th STREET wl : SIS OF BEARI 3 /, N89°45'16"W 218.00’ Zz ee + oS A=97°05'24" , rc z | R=29.00° 12.60 uu | 3 L=49.147 eg + l 3 z | $8309 20 ae Re = | EASEMENT LEGEND “4% » wr : ~O LU w | " - \ \ ; = he >ls | (1) - 10° PRIVATE UTILITY EASEMENT i.) = eo - a < x P-----—---- @) — 10° PRIVATE STORM DRAINAGE r \ 9 EASEMENT : >, 9]? | = \a | b Y , G) — 10° PRIVATE DRAINAGE EASEMENT o oO} ve io ol < | (4) - 15-PUBLIC DRAINAGE SYSTEM 2\ tt, 9,9 ba a wm | EASEMENT \ Oo oo EASEMENT DETAIL “A ag ~ 2 rot SCALE: NONE +1 O | (5) — 15’ PUBUC SANITARY SEWER \ \ a “3, ‘or + oe SE eee Sei a eet es = EASEMENT \ Pay a | (6) - 10° x 10’ UTIUTY EASEMENT G ok 7 oy o 7 \ a ee id | 3 (7) - 40° PUBLIC UTILITY EASEMENT = \e W 6). = zt | TO BE RELINQUISHED AT THE @. VN, 24 6} — | TIME OF PUBLIC STREET NO @) So see EASEMENT O75 w | q DEDICATION d. \_ DETAIL 7 ° i pe omc ae = (8) -— US WEST FIBER-OPTIC aa : ~O EASEMENT p OA rN A eNO arn bd z+ N a treo 8 < \ PY i - rey se “ RS w\ Q | 7 15m (X) ~ REFERENCE GENERAL NOTES ON ry ANOSCAPE/ ACCESS sok Big 9 | z= Qo SHEET 2 OF 6 : AQ < \ : Orr Woke Xe Yor TRACT "F” | “a FOR SPECIAL REFERENCED NOTES 125.04 OF . NX> oN | oa EN OR GENERAL NOTES SEE SHEET a OFF RECREATIONAL = N88°21'27°W 7X25, sas | 2 OF 6 FND REBAR w/CAP R C4 7 = f}--—-—-—-—-—-—- "HGG 6422” VS | VAS N 0.12’, E 0.21 og Bey ale ( i A=14°26'00" Ne 20" | ‘ ed fe We R= 310.00’ | ' @-— INDICATES CITY OF RENTON 1 MONUMENT TO T BY TRIAD gi- L=78.09" \ BE SE Ld = N88°21'27°W NL @® — INDICATES CITY OF RENTON 63.87° a — a a ™ MONUMENT . & roy of 88°21'27"w hin. NB8°21'27" WL N89"45'16"w SY ff 126. F>5 52.99 ofw 109.00’ z ® Ww [S} Clin a fo) > 2 8 aa Fx, Rg 8-4 ee) . x ” 2 =2 Pq S9- = Ang . S46 8 Nes 21°27" 122" \ =) / int 03” -~ 2, . RID S 8 —e— 4 Fs a rk {= ae a aa NST 72 | ¥ i ohe (PRAGA 427... n2 | NOO"12 Of" 4 x| 2| 2 \ rannscaee -44°00"E N88°21°27"W : w >| g| rs AK ag = 4 oe 3s 382 82 aR @l$ Dag2 mig ic , fo) 5 a5 “4 O a\o.> a ae | $e WS NE Rae” 5 i | = : 72.36" z 4 18 ale y \ a ¢ io | 39°11" N88°08"48"W " wie BNO D = = 4 Sr (e) \ ie) 7 ee “a 7 ra arxy mee RY an 2 , _ | PRON, AEN \ be BUS STOP SHELTER we LANDSCAPE 7 \ Ny a ANO REFUSE COLLECTION ~ +99" yma q EASEMENT a a eee ae px0228 \ al . cane La , Ss = . r} | R\ 2 \ 8 | DETENTION q A ? ul C z | a Blu D o\ he 42 ads gai Mm \ “Ql. OG \ ow SEE BUS STOP SHELTER a a2 |? | AND REFUSE COLLECTION 9.5 dy =e FND REBAR w/CAP wl EASEMENT DETAIL x, } 334 "HGG 6422” | — i. 252 24. ! © E 0.12 ! P N88°21'27"w 265.41’ 64.27 | 12 oP. eee . N86°44 00 2 43 60’ “~e ~ ee ee : So ss ee ee _ _43.60° _~@ NES 2127W GBF 3 - ~ a 530.52 a— te I NE Ath STRE 4) 3 - | FNOD BROKEN BRASS SURFACE a} 780.62’ | ET (SE 128th STREET) gic S| MON FOR N 1/4 SEC 14-23-5 “Ee =|9 oi CITY OF RENTON CONTROL NO Tae 452.73 we eye *! 2103 (FND 10-95) aN " °21°27"W 2622.55’ (MEAS) — :. — ~Ne7 fs, fat SD \ FND 3” FLAT BRASS DISC IN CONC AT INTERSECTION OF NE 4th STRREET (SE 128th STREET) AND 148th AVENUE SE, CITY OF RENTON CONTROL NO. 1852 (FND 10-95) Coe ares 11814 115th AVENUE NE © KIRKLAND, WA 98034 (425) 821-8448 (425) 821-3481 FAX JOB NO 99—230 LUA—O0-—039-—FP LND-10-0352 SHEET 4 OF 6 WINDWOOD DIVISION 2 PORTION W'/2 SW14, SECTION ti, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. KING COUNTY, WASHINGTON - CITY OF RENTON . SEE SHEET 6 as, 3 m > re) 23 Le 4 . i o ae [ & ©) Yo. XO, oa 20 2) fe HY a 11 <7 < o | <8 Ge OX © ac, ys ca a | UTILITY EASEMENT TO |, *7| © \ _ WATER DISTRICT #90 ; ON > ‘gs eee eee 1 _[e'9s° 75.50 &\ N87°54'27"W de 95.057 _ ony > = o 218.97 = = _N87°S4'27"w 218.11" ~ 109.06 7 — 109.06 oe 8 59.10 -F TT a — — — — enim ea, (esis ad \ = — oa 7 , a yd ! 10 8 20 | os 6,586 SqFt. | a Sq.Ft. 5 : 20’ | 20° | _ C) | | N89°45'16"W | pp N8O4S16"W 4 + Sov: Seti se: manne Base: ses sobs nen ial , 89.00" | 89.00" y | | | . | I. - r) I. a | | a5 5 : 5 | 22 IS 3 | 5,340 Sq.Ft. (8 | | 5,340 SqFt. | 3 | | . q }o © @ |e | | N89"45'16"W | _nagasiew NP 4 p——-—~—-—~—~-~4 , 89.00 | | 89.00 / : 7 -_ ‘ ‘ r I. oy | | 44 33 «2383 | re oa ! \ S} 5,340 SqFt |. S gs! 5,340 SqFt. ie | | | ) @ ! , fea en GRAPHIC SCALE ~“ 9 N89"45'16"W . p—Nesasiow 4) fo 4 oe es ee . 6 wee : | sae be (oF ae BASIS OF BEARINGS Po. oO Aa . = re . Ls |. |o “> +3 pe Jc, ie: SEE SHEET 3 OF 5 = 31 @ 24 Is 8; 7 3 oc fee et ise S, 5340 sqrt | 8 S| 5340SqaFt 1 ay ‘| }- wit ‘ | | | | wr tg 7 z. _N8O"45"16"W l [| _nasssiewo oo fos, ‘ a i 89.00" i | 89.00 i ‘ ~~ =? - © bre | | % l | | : 4y -° 23 4 aN a? 2 *3: a 25 ° 5 fo} 6 ls ae rl fat EASEMENT LEGEND = ‘a S| 5.340 SqFt Io 2 8 ~. | r? iS sella S S | 5,340 SqFt. 1S : | a 7 © i* a @ \° |. | (1) - 10° PRIVATE UTIUTY EASEMENT ~ | ; 2 | , cid | _N89"45'16"W_ | | | _Ngg-45'16"w a a a fps Lae aerate (2) - . Psd STORM DRAINAGE + a l 89.00 l I 89.00 r o a cy | 1 | WwW oO | | | (3) — 10’ PRIVATE DRAINAGE EASEMENT ro) rat . g . DAY - | V7 - ie fo | 26 lo] = 3 5 3 = | R | = (4) - 15-PUBLIC DRAINAGE SYSTEM S| 5,340 Sq.Ft ls Lu S| 5,340 Sq.Ft. 3 | 5 EASEMENT “as | © | = | @ ) | Ty (5) - 15° PUBLIC SANITARY SEWER ‘s | nsoasiew | | 2B | N8OAS'I6"W ee a. so POLE Play | t ———}—F- — — —————— 4 w ~ 40’ PUBLIC UTILITY EASEMENT Pa 89.00 LL 89.00 r LJ ia l i |S | l iz | + TO BE RELINQUISHED AT THE = on 274 TIME OF PUBLIC STREET im) Ee | 27 le < L 4 F Pf | | = ~ DEDICATION o S! ssa sqrt. ' SI 5340 sqrt. 1S ) WW | 5 ‘© wiel wm 8) @ | Ke | = | 8 (x) — REFERENCE GENERAL NOTES ON r et @ i | 2 | ) i fe ) ai z SHEET 2 OF 6 wv ro) Si) _naoasiew ) | & | _negasie"w oo, f+ > J eae a st nae ms ai - Js ‘ 89.00° — ) T ; <<: ie -| FOR SPECIAL REFERENCED NOTES a -00 89.00 : x = O | {3 l | OR GENERAL NOTES SEE SHEET § er ro) 2 OF 6 iS : 28 ) Oo [o) | 3 |- sd “4-7 | O | ¢ Sc! = 5,340 SqFt 3 3 5,340 SqFt. 8 — | ko | 1S 3 | S @ — INDICATES CITY OF RENTON 4 2 r ie a | ye | | | MONUMENT TO BE SET BY TRIAD | | Pane ia | nagasie"w | + : N89°45'16"W | ' [ a a @® — INDICATES EXISTING CITY OF i 89.00’ il fo) . 89.00" a as =] O RENTON MONUMENT | | 2 | | a , z gt 29g ane; I 28 ! } 8 Si 5,340 SqFt. Is 3) 5.340 Sqft Is | wy | | | ss N89°45'16"W N89°45'16"W a it | | | Fl 4 8 4 ' 89.00’ u 89.00" r z | : ‘ | oy 23 | i i 30 |S] 20° | 20° eo. 1 | eZ i7 | ‘ 8 6,049 SqFt. i= 5 bse Sq.Ft. \ 20° | 20°| S| oP @ Que | l | ~ ACCESSS AND UTILITY EASEMENT l P : | (TO BE RELINQUISHED AT THE TIME OF PUBLIC STREET DEDICATION) ee ———~ —— ne 4 F -}-------- 4 = “ = re: oOo Ce eo - | | I 8 2 28 | , @ 3 a “ _ 109.00" pra 109.00° ” Sh N89°45'16"W \ l iS =) 5 N89°45'16"W 218.00’ 3 109.00 ? | 7 | Ns 8 NE Sth STREET aS | / _ 218.00" f 8 + ie So gee oe 4 ~ wv | | 12.55’ = | Te SEE SHEET 4 ae 2. PH2-SH5 N88°21'27"°w REF 95-243 —_ <— G M0 Q O Kar ot WASH ~s | = %\f | Ot e cs i ©. “U 11814 115th AVENUE NE ¢ KIRKLAND, WA 98034 ; 454 Oo (425) 821-8448 © (425) 821-3481 FAX iANI 335 ws . GJ JOB NO 99-230 faa NIN LUA—O0O—039-—FP aL LAW \ LNO-10-0352 SHEET 5 OF 6 EXPRES: 10/19/01 VOL/PG FR-00-03% WINDWOOD CITY OF RENTON DIVISION 2 PORTION W1/2 SW14, SECTION fl, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. KING COUNTY, WASHINGTON LUA—OO—039-—FP LNO— 10-0352 SEE SHEET 5& 1280.20’ N87°27'27" ‘27°27°W ul By N8727 27" 1280.20’ LL Bo N, > - — z N87*. 7 < 4057°W 625.00 a | ed % za z N89°45'16"W 2 72.56 2 Ny ys a eS o\e, fo) 15 <1, ce 2 igi . 2 6,007 Sq.Ft Cg, ONE te 1, o 04) <2; >, - ‘x90, Ne, 7 Sg RS 2755 * Las osa’sa* 45- y SO cole n N89°45'16"W 70% ary ° T ? 4a" 1A : ) 83.62 3 D 54 45° EC ) rd o L=25 37° 50.00 Tc i! 9g 2900%6" g@ S ) 5,392 SqFt. A “ pan Se2y,. =@® 6: ‘ ; (14) " he, * 2 <9: 26%, , Rs | 2 2 D J 75,/8 (3) aay os | N89°45'16"W OY fet / 33 oat ie ; 89.00’ i + >> =f Se, ay | | WA CM 89353 © é -s° of | +/d N3fo, “Ow tee a ity OL 17 be #{ 9 A OSs. ise as ty v fo) | fo) J Ww fo} *7>s v (5) ts 4 3 | fo) So aj _ 7% ‘ 5,340 SqFt. 2 MM, 7 wd S | | $ J & ~ 4 14 ees, 21" @ a! Lf 1k Ne @ 3” Ps i ( SQ, 8,042 Sq.Ft. c i a ie | nagasie"w | ‘3 . . os ae T 89.00" a N89°45'16"W 165.24’ S a | l 89.00" fr 76.24 _ rey | * [o) fo) 8 8; /8 WH) f! 123 2 S S 5,340 SqFt. || > 8 | 8 ace - = S 5,340 SqFt S i z ge) | © | ° o 4 | __N89°45'16"W | Lu Fe NI > T 89.00" rT oe le LNesss6;wo OF oft us | | ai nN | 89.00’ he T TI a al + | a +E |. 5 | Zz [81 19 iia! -, 2 ZI8 a ! e o1s | 5,340 Sq.Ft. eS <x rs} | 5,340 Sq.Ft. 8 Hes “ook Ro _ 9 : w 13! 8 bcp St Ns | | >| I, | 8 2 2 @ | Nag4s'6"W | TC) |S ‘lela (aad @ | 89.00 i; /2zis Negast6Wo Pe 4s S |S {8 r 89.00 ios 4 = | 20 | © 3 | 17 ary hee . Ws LG, Ft. 2 = ze t-.| = ONS. ay eo i* | 6,194 SqFt. . Ie rs a Wop, a Pe tag In | ish 1 UTILITY EASEMENT TO | 3 r & | R]2 —waTer pistRicT #0 7) 2 , LW _\ — Seal | N of t i 53.10" eo ee © ¥ ~~" O&M 60.97 NAT" ass = = ee ine s:. oe 1 | _LeSs © 3 a ry Fy ry ) bd + Ss 5 is -———_K— N87°54'27"W S% 32803 % | e¢ ie 5 ; : —. | J N 'A7" / ute r eet a 109.06’ a ——_ “A N87°54'27"w 218.12’ 7S) id a °o _ 109.06’ <T~ 109.06" —R— — 6 a a - -06 -T~ 109.06" OP es NE 6th|STREET «= & 60.97 ON i __—_rrrwwrrorooeeet HS Now 59.10’ ao ~ , po eS ins! \ = ; m4,’ / Ce) N A ‘ ~ 7 NS os : Oe 4 " f } if a ft <—F | ae 3 r 21 ~~ . 10 o ae ore. on = m ) ° wk . gan | | S 5 . a ’ | l N89°45'16"W N89°45°16"W | Loo I 89.00’ 89.00" 7 Tt | : ae 9 | | #5 VOL/PG GRAPHIC SCALE BASIS OF BEARINGS SEE SHEET 3 OF 5 EASEMENT LEGEND — 10° PRIVATE UTILITY EASEMENT — 10° PRIVATE STORM DRAINAGE EASEMENT — 10° PRIVATE DRAINAGE EASEMENT — 15-—PUBUC DRAINAGE SYSTEM EASEMENT — 15° PUBLIC SANITARY SEWER EASEMENT - — 40’ PUBLIC UTILITY EASEMENT TO BE RELINQUISHED AT THE TIME OF PUBLIC STREET DEDICATION 3 — REFERENCE GENERAL NOTES ON SHEET 2 OF 6 FOR SPECIAL REFERENCED NOTES OR GENERAL NOTES SEE SHEET 2 OF 6 — INDICATES CITY OF RENTON MONUMENT TO BE SET BY TRIAD — INDICATES EXISTING CITY OF RENTON MONUMENT PH2—SH6 REF 95-243 (SASS6ciaTEs 11814 115th AVENUE NE e KIRKLAND, WA 98034 (425) 821-8448 e (425) 821-3481 FAX JOB NO 99-230 SHEET 6 OF 6 7. FP-00-03°