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HomeMy WebLinkAboutLUA99-159 - Large Format JOB NO: STA: PAPER SPACE: PLOT SCALE: PLOT DATE: POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., FGE 5 E., W.M. = : ——\— g )—>—" Z zy S- p g " a ae z z [8 a | TRIAD ASSOCIATES ui Project Management 8|2 Civil Engineering e sis Land Surveying Land Use Planning Landscape Architecture Site Design , DOWNTOWN 11814 115th Ave. NE Kirkland, WA 98034-6923 GRADING AND EROSION CONTROL PLANS a eee he I we Ci Toll Free 800.488.0766 www. triadassoc.com GML, mee a > Yy womm OF > \ ome" RENTON 2 a = | i $ A Qa 7) {| -44 Jy 4 | \ { \“ WK, MAPLEWOOD wn] ~ JS , . “/ 4 GOLF (e) i APA sis sone / w L. owe if [ss ' COURSE \ we ‘yn. MONTEREY PL NE 2 | = A “ = bf r —_ . eww | Lait LATIOF ities pom WW | \ / dour TERRACE MOUNT OLIVET i} \A\\ eo VICINITY MAP 3 ‘- <= : 1 Wy CEA Le NOT TO SCALE © Tr = | \ ? 48 | 49 | 50 FA 51152 |55 | 54 155 156] 57| 5a] 59 a5 | 64g °° | 87) 88) soem 91) oo}. , iy Pist\ A al - = ~ 60} 82 il J SiS | PW SU ¢ ) % Jal _! L Ye woe dl | U — ROAD B-; ROAD-¢ EE | ” alr \ macr r 45 : ot 2! (Po et react 0 Is ) LoL: OWNER/DE VEL OPER G a eS TRA 72 | 77 | 70) 69 | 68) 67 2 4 2 | ™ PROPOSED PLAT ce) uv Q SX - 75 ) > OF CEDAR CREST AS_TO THE WESTERLY PORTION: <> a AN a s 66 65} SI 99 GARY MERLINO CONSTRUCTION CO., INC yj © ° 9125-10TH AVENUE SOUTH QO SEATTLE, WA. 98108 g q ‘\ w t AS_TO THE EASTERLY PORTION: wal 2 NN M.A. SEGALE < S > P.0. BOX 18010 O > ~~ TUKWILA, WA. 98138 > ig > ra & % \ << 5 ON CIVIL ENGINEER / SURVEYOR / PLANNER S e* % TRIAD ASSOCIATES é ca 11814 115TH AVENUE NE (e) oN ER, WA B00S% ) a GEOTECHNICAL ENG:iNEER Pa SCALE: 1” = 200’ GEO ENGINEERS aie 8410 154TH AVENUE N.E. 9 100 200 400 REDMOND, WA. 98052 (206) 861-6000 UTILITY PURVEYORS z SEWER CITY OF RENTON E WATER CITY OF RENTON =I a S<KKKKKKKKKKKK] LEGAL DESCRIPTION BENCHMARK AND DATUM = ES BARGE A HORIZONTAL DATUM: NAD 1983/1991 peur nanmen oe ALL THAT PORTION OF THE NORTHEAST 1/4 AND OF GOVERNMENT LOTS 7 AND 8 BASIS OF BEARINGS: HELD BEARING OF N8973°02°W BETWEEN THE ; WITHIN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS NORTHWEST CORNER OF SECTION 16, T. 23 N, R. 5 E., WM. DESIGNED: uw : haaadiial (CITY OF RENTON MONUMENT ¥ 612) AND THE NORTH QUARTER CORNER CUD: ws OF SECTION 16, T. 23 N., R. 5 E., WM. (CITY OF RENTON fe BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE MONUMENT # 1502). THE BEARING IS DERIVED FROM STATE PLANE CHECKED: uw a NORTHEAST 1/4 OF SAID SECTION 17, COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK DATE: MARCH 5, 1999 < THENCE NORTH ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 252.23 BOOK DATED JANUARY, 1995. : FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED AS POINT "A": SCALE: HORI H er WwW e | . VERTICAL DATUM: NAVD 1988 “ < THENCE S 89°45'17" E A DISTANCE OF 526.41 FEET: AON W, , . THENCE S 88°52'04” E A DISTANCE OF 799 FEET TO THE EAST LINE OF SECTION 17: , a) . BENCHMARKS THENCE SOUTH ALONG SAID EAST LINE TO THE EAST 1/4 CORNER OF SECTION 17: KE Y MAP [i je PRELIMINARY > THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION TO AN SCALE: 1 =200 roe ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT # 1938 — TOP INTERSECTION WTH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 WAN st AG OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. (S.R. NO. 169) (MAPLE VALLEY HIGHWAY); \Oenw’'S SRD STREET AND MONTEREY. ELEVATION — 106.53 THENCE IN A GENERAL NORTHWESTERLY DIRECTION ALONG SAID NORTHERLY «ii, : RIGHT-OF-WAY LINE TO AN INTERSECTION WITH A LINE THAT LIES N 89°45'17" WA Le arn BENCHMARK # 1 — TOP OF BRASS Pi.UG IN CONCRETE MONUMENT ALONG DISTANCE OF 6535.91 FEET FROM POINT A; a Orn lay 205 Wi.) THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY THENCE S 89°4517° E A DISTANCE OF 653.91 FEET TO POINT “A” AND THE TRUE BETWEEN LOTS 2 AND 3. ELEVATION 253.80’ POINT OF BEGINNING; - | LEGEND ___Tewpcrary EROSION/SEDIMENTATION CONTROL BENCHMARK # 2 — RAILROAD SPIKE IN NE FACE OF TWN 8” MAPLE PARCEL B CLEARING TREE, 50’ SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY ) PARCEL 5 OF CITY OF RENTON LOT LINE ADWSTMENT NO. LUA-95— IVAN LIMITS. OF ‘CLEARING (TO OUTSIDE OF ARC) 4’ SOUTH AND 12’ EAST OF SW CORNER OF CHAINLINK FENCE. 200-LLA AS RECORDED IN BOOK 108 OF SURVEYS AT PAGES 276, 276A ELEVATION 270.11" z AND 276B, RECORDS OF KING COUNTY, WASHINGTON; BEING A Onmnen—ne——eFILIER FENCE a 2 PORTION OF THE WEST HALF OF SECTION 16, TOWNSHIP 23 NORTH, mo 520 TEMPORARY INTERCEPTOR SWALE BENCHMARK # 3 — CITY OF RENTON MONUMENT # 1941 — TOP OF NE. [___ EXPIRES: 3719/00 | r; > RANGE 5 EAST, WM. = ED ——— ROCK CHECK DAM BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY 3/12/99 x — € TEMPORARY CULVERT IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27’ . 250 FINISH GRADE CONTOUR STAMP NOT VALID —| | I- DAYLIGHT LINE - UNLESS SIGNED AND DATED YYY~ CUT SLOPES . a TITS Fill. SLOPES SHEET INDEX a JOB NUMBER 9 8 3 12 © TEMPORARY STAND PIPE q COVER SHEET = STRAW BALES 2-4 GRADING PLANS SHEET NUMBER 5-7 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS 1x70 8 7.E.8.C. DETAILS AND NOTES . 9 HDPE OUTFALL PLAN AND DETAILS g 10 HDPE DETAILS AND NOTES , ©1999 TRIAD ASSOCIATES FP-F7-159 BNOCCW 831288) 18” MIN. FOR REBAR ara STAKE(S) SOIL [ . 1/2 TREE HT. WATERING BASIN 2” SPECIFIED MULCH SPECIFIED PLANTING SPECIFIED CONTROL BOX/W REMOVE BINDING MATERIAL / & TOP 1/3 OF BURLAP wh i Ll mr! S of Or 2 a \ As ¢ | I FIN. GRADE | BEATS SODOOCERS FERTILIZER TABLETS | Bes oe [— =| SP OME SCARIFY PIT SIDES [Ae OOPS TT -| & BOTTOM ASeig Sate, Toten’, ps 12” MIN. FOR Al V {2X ROOTBALL WIDTH ¥ I FIRM NATIVE SOIL MOUND Coniferous Tree Planting & Staking Detail Controller Mounting Detail so) oO 7 8 Oo 3 CUFT. DRAN =e 8.09 so ROCK SUMP 0 Oo gt) 4”x16” Pressure Treated Hem. Fir—Top shall have a 1”. 45° bevel Battery operated controller. T Owner to approve—mount to 12" gr wood beam. | a a T -Viiz7-—-Concrete Base FRONT ELEVATION 3/4°X6” GALV. NIPPLE Manual Drain Valve Detail 8’-0’ Max, ————— re. Spat ah i PLANT 1” HIGHER THAN MOVE TOP 1/3 OF BURLAP IN NURSERY 2” SETFLED DEPTH OF er / SPECIFIED MULCH l ; == aa — TSS g 3 Outside» |} (Inside = === anaes =I sy AIS TSN TEASE ef | ea A | FERTILIZER TABLETS/SPECS ——» = ed bet | Tue aaa, —|H]| NK SPECIFIED PLANTING SOIL e NS =i (ES «EB x i i— IERIE 7 ll: Ti FIRM NATIVE SOIL MOUND _t_ mm ‘ k 2x Rootball Width \ 1 “4 /2"spacing = ? 41”x6”orl1"x4” cedar boards : Shrub Planting Detail i ll = < . | —— 2”x4” Cedar on edge va 45° : 4x4" P Treated “t wapeitel /-~___.1”x4” Cedar on edge iL Cedar Post =_ Sse —— | 9x4” Cedar Top Rail me ee ee ae A__2”x4” Cedar on edge oe : a Paul | exe oUnE } V/ 1”°x4” Cedar on ede z eee i eee ee : 2 eo) Petey el Eee Er Eine 1°x6” or 1”x4” Cedar boards * bag Jeet" 1” Gap on_top and bottom if } a crs en See {te aad See) Post using 5 boards . wae pe Encase w/Conc. ° EDGE OF PAVING OR PLANTING BED —_/ 7 a = = a ell DETAIL ’A i i c=] | [ Shrub & Groundcover Spacing Detail ! =f sin” Washed Rock Bass DETAIL ‘B’ Standard Cedar Fence STAIN: Rodda—Rural Manor (1/2 cedar, 1/2 clear) semi—transparent Q.C.—PLACE IN EXTENSIONS AS REQUIRED STAPLE ALL PIPE UNDER SPECIFIED VALVE BOX : ee NX PAVING SHALL BE (TRIPLE SWING JT. TYP.) SPECIFIED ELECTRIC \ SEE oeras | B AND C il 7 {= T a r ; VA | egee. SPECIFIED FINISH GRADE FIN GRADE REMOTE CONTROL VALVE ——— \ 34 | | | be | “TO | i ° — aa 7 aT TE ——— | | 27 eo 1 25 | 24 23 4 Y \y / (7 ITN | J =U VALTLLLLLLLINMAL LLL LLL A) XN = + | | | | | NX | REINFORCED RUB as al EWEN TESTE SESE C ms Pot ot td . K OR VINE W/16 an Wore TIES =lN=— \ 35 TRACT SE. 2nd PLACE ' s| —llhF eae a J — DETAIL ce PVC LATERAL 4 ALV. 124 MIN . Ly \ oma i és N (- NN J \ a we ys : - |-— 3” SAND OR ROCK i I / 6 , |__ =” is ce wu wee bes FREE SOIL AROUND GALV. NIPPLE i ss » << a _ ALL PIPE & ELBOW "4 2 SPEGIIED' TREE: SINGIS) . — PVC SCH. 40 MAIN LINE. LATERAL i, fa INSTALL “TREE BOOT” OR . TAPE WIRES TO BOTTOM PVC BUSHING ) X 2 = "ARBORGARD” IN LAWN AREAS. 2 Ss SIDE AT 10’ OC. SLIP &THREAD _ aT ae coe ; be age mef IF REQUIRED pve [peep / ” B SN a” 2°SETTLED DEPTH SPECIFIED MULCH | UNION > 6” MIN CALY 18” MIN NURSERY REMOVE BINDING TWINE & TOP PVC TEE OR ET OM Z N . 2 (eo) N ¥ WATERING BASIN 1/3 OF BURLAP, Trench Section Detail ELBOW Broan s 20 oy ® *w : SPECIFIED PLANTING SOIL O re) oO a a i ar? da) SCH. 40 PVC 08 o “tT CONTROL WIRES/PROVIDE 24 : — oe en DIZER TABLETS MAIN LINE ~; SH. oO" o O MIN. COIL. PROVIDE 1 SPARE Se cee FaMeERGN (4-21 GRAM-20-10-5) FINISH GRADE “F% > 5/8"GRAVEL SUMP OF A DIFFERENT COLOR W/24 fas Sead ; (SCU.FT.) COIL. |= ey Sane" " i nhs Sey: OEE 3 ¢ Ne aks con won. Fos soe 6” DEEP, FIRM, NATIVE 7 EERE EEE E i t i "fe ; 12” MIN. FOR_WOOD ? . |e STAKES & 18” FOR REBAR SOIL MOUND =I Electric Remote Control Valve Detail ae L——IN HEAVY SOILS, AUGER 8"x6’ DEEP SET HEAD FLUSH s—(i‘“‘“‘i‘ i‘ ‘( CNH UL CARR ee . ” . 82 O l 2x_ROOTBALL WIDTH HOLE (OR THROUGH HARDPAN) FILL = es | me i 2”"MIN. PVC SLEEVE W/FIN. GRADE S 4 n wiry CRUSHED | ROCK. VERRY GOOD < 10 MIL BLACK PLASTIC W / LOCKING CAP 85 | 84 nN SPECIFIED PIPE BEDDING SET FLUSH W/ GRADE —| | |— =|} EE P33 hree-tike (== | I= sl SPECIFIED AUTOMATIC SPECIFIED = i i i DRAIN VALVE FINISH GRADE ROTOR POP 1/2 C.F. PEA i _——b_— Tree Planting & Staking Detail _] — _ $4 re gS: GRAVEL SUMP 12"/uN, SM EE : oe me oe . TRIPLE SWING Os ae Oe | om SLEEVE A 4%, 030 RISER ASSEMBLY \X° Sch Oe ox js | oo | 6 A) 2 NOT TO EXCEED | | 1 CUFT. PEA QO O O02? PVC LATERAL 45 DEGREE < | | aoAuel Seip IExe () (6) . e le) 10 MIL BLACK PLASTIC \ [+ - 2 : | ' j — oQP & oF 0s fe) = PVC SCH. 40 Nig ete tty ne * opps S 6 : 3/4” GALY. MAIN LINE 3—MARLEX STREET oO O° Pas oo | STREET ELBOW PVC TEE OR ELLS ro 0 ELBOW \ f / Automatic Drain Valve Detail BUSTING Rotor Pop Up Assembly Detail MAP PARCE \ / 3/4”GALV. (BY X / am NPPLE KEY MAP Go a& OSE & RE Tike 3/4” GALV. SHEET NO. 4 : . SPECIFIED TREE = BOW PLANT MATERIALS LIST Symbol Quantity Botanical Name Common Name Size Trees ' ARA 30 Acer rubrum Armstrong Armstrisig PHEETS 2g 5 GB PLANTING: CUNS) otched FP 17 Fraxinus Patmore Patmore Ash 2”cal matched SG 29 Sequoiadendron giganteum Sequoid 10’—12’ full dense Shrubs & Groundcover . HH 310 Hedera helix English lvy 1gal 3’oc SGF 17 Spirea Gold Flame Gold Flame Bumalda Spirea 21’ full dense Salal 85 Gaultheria shallon Salal 1gal @ 2.5’oc LANDSCAPE NOTES: . DELIVER PLANTS WITH PLANT TAGS ATTACHED. FRIABLE SOIL. BLEND TO BE 35% COMPOST, 65% ON SITE SOIL. ee Pes ALL PLANTS TO BE HEALTHY, DISEASE FREE, UNIFORMLY FULL IN SHAPE AND COMPLY WITH AAN STANDARDS FOR GRADING OF NURSERY STOCK PLANTING AND SOIL FOR MOUNDING TO BE ON-SITE SOIL. AMEND WITH GARDEN COMPOST IF NECESSARY TO PRODUCE A GOOD LAWN SOIL BASE SHALL BE SMOOTH GRADED FREE FROM ROCKS AND FOREIGN MATTER. TOP WITH 2” SEED BED SOIL BLEND IF NECESSARY. LAWN TO BE COMMERCIAL, LOCALLY GROWN SOD OR HYDROSEEDED WITH A 3 WAY BLEND OF 100% PER4ENNIAL RYEGRASS. SEEDING RATE—12 POUNDS PER 1000 SF. 1800POUNDS PER ACRE OF MULCH, FERTILIZER 435#0F 10-20-20 & 150# OF SULFUR COATED UREA. 40# OF TACKIFIER. Irrigation Schedule (SEE SHEETS 2—6 FOR IRRIGATION PLANS) IRRIGATION METER— Existing 3/4” meter DOUBLE CHECK VALVE—Existing 3/4” Double Check Valve .—— POINT OF CONNECTION ci IRRIGATION CONTROLLER— Battery Operated—owner to specifiy & ELECTRIC REMOTE CONTROL VALVE—RAINBIRD 100 PEB(1”) /4\"\ VALVE IDENTIFICATION—No._& Size 7.9 gallons per min. IRRIGATION HEADS M@™& RAINBIRD 15 Series MPR-15H half head, 1.85 Gpm, 35psi, 15’ spacing _ @ > RAINBIRD 15 Series MPR—15Q-1/4 head, .92 Gpm, 35psi, 15 spacing A RAINBIRD T-40—4.0-,5.2gpm,45psi,40" spacing VW RAINBIRD T—40—2.0-,2.6 gpm,45psi,40’ spacing O RAINBIRD T-22—4.0-,3.7gpm,45psi, 22’ © RAINBIRD T—22-—2.0-—,1.8gpm,45psi, 22’ DBD RAINBIRD T-22—1.0—,1.0gpm,45psi, 22’ NOTE:—Lawn risers to be 4”, shrub risers—12” spacing spacing spacing IRRIGATION SLEEVE Schedule 40 PVC IRRIGATION MAIN LINE Schedule 40 PVC IRRIGATION LATERAL LINE Class 200 PVC Irrigation Notes POINT OF CONNECTION IS AN EXISTING 3/4” METER & DCV. ALL SPRAY ZONES SHALL HAVE A MINIMUM OPERATING PRESSURE OF 45 PSI. VERIFY 30GPM AT 55 PSI AT THE POINT OF CONNECTION. COMPLY WITH ALL STATE AND CITY OF SEATAC CODES. PIPE AND VALVE LOCATIONS ARE AT TIMES DIAGRAMATIC. STAKE ALL ELEMENTS PRIOR TO TRENCHING. NOTIFY LA IMMEDIATELY IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS. 5. GENERAL CONTRACTOR SHALL INSTALL SLEEVES WHERE PIPES EXTEND UNDER PAVING. DEPTH SHALL BE AT SPECIFIED PIPE DEPTH. 6. ALL HEADS SHALL HAVE CHECK VALVES. 7. WHEN COMPLETE THE SYSTEM SHALL BE LEAK FREE, PROVIDE 100% BALANCED SPRAY COVERAGE AND BE IN PERFECT WORKING ORDER IN EVERY RESPECT. re ES APPROVALS DATE Revisions: No. Description Date By Designed By: DR Drawn _ By: DR pe tecture Site Planning | OLYMPIC OFFICE CENTER 720 So. 333rd St. Suite 204 Landsca Arch Federal Way, WA. 98003 Tele/Fax (253) 874-2064 MII wy \ WASHINGTON REGISTERED LANDSCAPE ARCHITECT DALE A. ROPER CERTIFICATE NO. 164 Seal 7 9) & A. - 4 oO 5 Io €£¢ ms “se OF BC 4% T?2 28 5 < = . ps H& os ts OL bs of 5 S$ ed) G. £ a o- <[_ o Og GO 12 S i?) O Ze) Cs § Job No Dwg. No Date: _DEC. 3, 1999 Sheet: L1°6 Revisions: = No. Description Date By Mound to center of bed-4:1 (Max) Fence see detail-sht. Lt— (LAWN TO BE FLUSH WITH TOP OF CURB) _ Designed By: DR Drawn By: DR pe Architecture — 2-FP i TRACT Pp | 7 6-ARA 720 So. 333rd St. Suite 204 Federal Way, WA. 98003 Tele/Fax (253) 874-2064 Site Planning OLYMPIC OFFICE CENTER Landscap POINT OF CONNECTION 3/4°METER & DCV 9-ARA ” / , = 4 i Ct = a - a . "ie. e AIS \ J 3/4 a. . j : ‘ oe ; wf « : mb 0 a 4 #3 “as ” J eS SS SS oe ae 3 /—. Z NOL ER (1) 15. POINT OF CONNECTION 3/4°METER & DCV “Sis \ \\ \fl // “Aly \\\ SX . sv a ~Q Y Xx RS Landscape & Irrigation Plans | A CULINA City of Renton, Washington Quadrant Homes Bellevue, Washington Job No. Dwg. No. ADMENT PLANT \Date: Dec. 3, 1999 NOTE: The irrigation layout reflects the final déSighy or RENTON TRACT A “ TRACT A) iter ts;ssed toler retro: Temporary cop ony af 28% Landscape Plan | Irrigation Plan mes a Lo G FP-997-159 3/47 _ Do | A Rl ’ Revisions: a POINT OF CONNECTION No. Description Date By 3/4°METER & DCV Designed By: DR Drawn By: DR ie a a a aa aw Va caw ae TRACT C LAWN Irrigation Plan AREM=3920 <F- pe tecture e e Site Planning OLYMPIC OFFICE CENTER 720 So. 333rd St. Suite 204 Federal Way, WA. 98003 Tele/Fax (253) 874-2064 ra O i "O =e Sa {Ur POINT OF CONNECTION 3/4°METER & DCV 3-ARA 3/4" 2-FP — ~~ v LAWN AREA=5975 SF.\ oo See 3/4" AANA AY SY q SONS SSRAAR RAN SONA AAACN SORA a Wao SAAS \ SON. KAMA SOO A MAS RAAAL TE SN rn ele WN ™S IN —— \ KA YN A \\ Bellevue, Washington SSN City of Renton, Washington Quadrant Homes 3/4” Landscape & Irrigation Plans LA CLULINA Job No. Dwg. No. | aninBate: DEC. 3, 1999 TRACT D \ § TRACT D \— 7 7 RaReREE Shoot Landscape Plan Irrigation Plan : SE CEN L36 Ep-497-/57 ARES RXss Revisions: a No. Description Date By Designed By: DR Drawn By: DR 3-ARA pe tecture Site Planning OLYMPIC OFFICE CENTER 720 So. 333rd St. Suite 204 | Federal Way, WA. 98003 Tele/Fax (253) 874-2064 Landsca Arch TRACT Fo LAWN AREA=2360 SF. Landscape Plan /-. JRACTB AWN Landscape Plan AREA=54/0 SF. NIWA VA L POINT OF CONNECTION 7 ¥ 3/4 | 3/4°METER & DCV 1" TRACT F Ali a gpm WY) = ee POINT OF CONNECTION @ Irrigation Plan S/4 METER Se DOV oe |, lt we, Cc £ ——_ 6 Le Es =e a Boi 2 7] OF § 3/4 | Kh - Cie ws Ns ~ of Se 1 { 3/4 a rN 3/4 08 a O 3 /1 \ o- <[_ 0 oe 1 2) O ¢ oO GS iee/ as TRACT B D gpi Ss Irrigation Plan ' WNC ~{ AN\ aN ELOPMEN! aes > Job No. ~ayors Dwg. No. a 12 Ws ; HEC * Date: _ DEC. 3, 1999 -“ . —Vf/e \ REC’ § Sheet: ag AY _| 54 | Mor 6 Revisions: | No. Description Date By Designed By: DR Drawn By: DR 2-FP pe itecture Site Planning OLYMPIC OFFICE CENTER 720 So. 333rd St. Suite 204 3/4° Federal Way, WA. 98003 Tele/Fax (253) 874-2064 Landsca Arch 2-SG \ AREA=8165 SF. OT KO LAWN AREA=5550 SF.V0..07 Ci POINT OF CONNECTION 3/4°METER & DCV POINT OF CONNECTION Pg SGP oy ~~ 3/4°METER & DCV \ TRACT J RACT J Irrigation Plan i?) c as) a - 4 ; 5 <Lé foc / we Ze Os 3/4" BC ae TA 7 OO oF CE Shae < +4> 9 TRACT M TRACT M = Os sabe BO; 9 Landscape Plan Irrigation Plan 2 45 32 is] s c= O 2 S \ 2] O _ ©) C% c — POINT OF CONNECTION g 3/4”METER & DCV v) Job No AREA=2190 SF. aA PU aeveELor™ = REN yor Landscape Plan Irrigation Plan ~ L506 a FPp-99- [67 “TO'PRIVATE DRAINAGE ESM'T. - TRACT N Landscape Plan AREA=97/25 SF. RETAINING WAL AND DRAINAGE EASEMENT RETAINING WALL AND DRAINAGE EASEMENT RETAINING WALL AND DRAINAGE EASEMENT Misi LL Designed By: DR Gi: tips y _ _ - My ll Oke V2, Drawn By: DR lillie Cneeteres ee ys tne CINE >) - : A SPEER CaaS 4 = ¢ Hee. ee 6sG a6 & 838 . + SKF | om 88 Ra = SOE : | Gee a8 Y OK = | / 3/4” ofr 3 S ; | i 3/4” | 7] “) | | J | / s aa = | 2-FP z y | 7 | = | 3/4 | o | a qi -— 9°) ——— SI 3c : ' <7 C I = - _@ as ' qin |--hes "n LAWN DAD \ rower OF CONNECTION~3/4"METER & DCV Revisions: L. No. Description Date By TRACT N 10 — . : | 100 ~~ [) | | | | | | os | SS es ee (ns (i cca | ee es ee re 's Wu R21.00 re | " P | = Grade to provide positivd = e. 30.0’ i drainage. instdl yard drqi co | < / and connect tp Storm Vv Ge drain @ owners option QO. WW a | ( | 4’WHITE STRIPE | - 5 Poe COURT MARKINGS \' LAWN | <I €¢ |< — | 2 Ze og ee _ + Oo) | a | Sh bt SG LT CL | | |= < 1 © | | 24,00 | | = > 4 rt ~~ 4! . e ! —" _—’% {| NOTES: = Os €5 4’ | ey —_—— “ | LAWN 4=—— | |! 1. COURT GAMES AREA TO BE ASPHALT—2”DEPTH OVER 4”GRAVEL BASE, COMPACTED DEPTH. og Cs on. | _ es a i ASPHALT TO BE PLAYGROUND MIX, SMOOTH FINISH WITOUT DEPRESSIONS. ALT. 3” DEPTH w ¢ > | — . _— — — h IN 2 LIFTS. ADDITIONAL OWNERS OPTION—COLORED ACRYLIC COURT SURFACE. (eB) wa & BE ick et ee | 2. BASKETBALL STANDARD TO BE BISON PR40 SYSTEM. INSTALLED WITH CONCRETE BASE PER o- <Lo & slab—broom finish | —~ «FY S$ YF LF AWN — LLU —/ | MANUFACTURERS RECOMMENDATION. DISTRIBUTOR "SITELINES” (800)235—2440 \> SC ( 4” eAer MOUND) | 3. BENCH TO BE ”FAIRWEATHER”—PL—1.5—6’—SURFACED MOUNTED—SARGASSO GREEN-(800)235—2440 v4 5 YS 2.5) EARTH ney 5:1 M == | 4. WALK TO BE ASPHALT 2” PLAYGROUND MIX OVER 4” COMPACTED GRAVEL BASE. "TS Cs oT MAX SLOPE / et ry 5. CONTRACTOR SHALL GRADE THE SITE TO PROVIDE FOR POSITIVE DRAINAGE. ALL FINISHED GRADES - \ y | TO BE SMOOTH AND UNIFORM AND PLEASING TO THE EYE. q —~~. eo ° PT — 6. SEE SHEET 1 FOR LANDSCAPE AND IRRIGATION NOTES. — Se _ 9.9 a ee ee, o_ — _— — ADRAC Pl . “Job No. nl city OF RE! Dwg. No. a ege . °* fj Date: December 3, 1999 \— 4’WIDE ASPHALT WALKWAY | 7 ~| 4,00 HAC : ee eh Oe Sheet: TRACT N Layout Plan ~ . re - | - v - ~ pm ~~ > & . . . “des 7 TEFL! Ig be ; |e af Uy fe AOM, BLDG. g ‘ ) perme. Sy Tadic die dae Bed ME bY Co GRR \ Gutta ttes Sy we Se eel de f oe | | ie a 244 25 | 26 | 27) 28 | 291 30 | 318! 33 | 34] 35 3, PT Fe , Ch ies : OT, WV. ‘ R : a oe WSittascec te eee =m Ie |fey sirsete ly MONROE AYE Fy k (08 ds r g : | lt o _t 3B « ‘ ff ® ia I ich 5 OS bad 3 — {2 ALR LIS = £0} 9 ST | PULAPING obs e x a ? % Pals : ft Z x | & gs iy eration S Sf m fo 4d s 6 nr: , : , < < Pa rk ies ; LL 74: 4a 5.9 We arrraaa | za le 9312.07 | | STATION, 0 G BOB co Phe LN ors} co Bice! bd Pcs ] as ee “f 7 SVE TE] Y tes Sean S eee ae BETS ——e 6 emaaeme 6 comes 6 mae 2 oe © ; U.3/AC~" Darks et ~ —— a : SS “4 —-—-gJH CT. a FI aS) ; 150 65.67 te ape —¥ 5b26 [ mer | i 196 | =jl sv 2 (3 CTS 60 262 PS j i i 3 pag ra 8 BEST 13 a! g ee 2 5.2 373-79 | tof hey Slo Pee” IR 5 2] 2 FE i (1) (2) CA | | 140 | | Z fn 7 , x! Js Bd 16 iI . £49 NY 3 : | naan A) 1 § a 8 | boar lori! [mor ui! SP 384-79 (2) | (3) fore — es 4. a wa L6G : elo / P| [pe|fsm|~) 9} oie L Sr. Marina 3 a | o 8 eae Fem baal ahs ko 33g] 19 8 fae. * ER 8 7 2 " (=a |. L79.25 zee | _/ 13162 va Pa ae S J 4 ’ oon Ws as i NO Of fe ER ne | . / \ is) pea oy Be as Fel Os 1 i PA | f / fy: fra f , 88 : = Lj Died ho f32z) 2) 6 323] tp J ey 3 ; é i. W S! STATE pst? +R \ / cA / 17 Gia) 2, 5 . QO oe x = if >. ne 10.54 Ac. man 1 / / — r - - = "= as | 3 e / 1 | 7. taihes | Pa Gay. v7 a i tg mae > a8 he | See 4 / A / , \ 3] 4 2 . y ZL. 165. yy / ‘ a Lj = f se « = para a ba 8 | | 2 Ga) : t Fug] 8 4 Age g w; . . / / ‘t et \ iu e 2 si Nos 2 oy! eaten - oq 4 S29 * - Boe 4 29 " Ss ho | & gia i” = i va / / q = i 4 ae E Ly , tt ATS ' _ an =| 3. - s a 4 aa | fF) 26 Ah rae oct ened pie = i “4 hi is D lek SEE IS | | 30 C3. S NX iE ~ 1do Lol Ss R-8 | / / / f a ~ peat f ey ' ta a s&s sto esse 7 pes 5 7 if /, Ay, 7 ; 1S = i eeSy Sy) q 483 ; so] x. d : : BR Reg Olu be Sie SL a} Lj bai | 14 fists ty & 1 | es > | ~ Eueint : KING COUNTY V/ / / / Te ko PR) 15 if “I ES 248) (2 a 2 se LS farts. |. S 8 2 S BS xg NF 2 1S BaRy VI = 20,43¢Ac| | ] fa s 17.20 Ac. 3 / f “| tae eS bei" Py | NC Be 3 | | 16 2S) | Sq pee 3 || 6 | *& ” nt! jem INVESTMENT CO i¢ | hea | Po fo, jp Ba ea) Ga || Faye act : / aieione 3 = vi : ° * pl , DIP eee ‘ s | -§ 4 ) Tas] fe) feqsiiem) |e pote ig 0 C :| Fees Ga6 ET) joa st | BEE 3 R-10 ° i eT 20 | |e 7 I eV. ALBERT S$. BALCH s . 2 T b > : F 3 + ; Da C ks 228] 20 | fap | | Reyes ; z22) L 1 [ei - N wall + 14.054 Ac : / . net Is} big 2 = hg o || 2 i> hee 2 Io? ' i ts * ey : aks aS A i 6 I Sas} 2? a TI 10 Os}us E12) 2321s]. QO Bee F , /, | rh f S \ }. \. pee 23 ’ & CIT i 5 rs CITY OF RENTON ‘ so rl | ee Reg 12 3.19 Ac, s | 1S] | (ey 2 RS a o xX TL, 130 —_ , ; =f fas : sy ms Mi : @'2 i © VN vil 4 ~ 16 831 Q Pft00} 26 ST: ~ee2 x © | Saar (695.70 Le 452 F ni _ J 5 foe \ \ X ~ r NV. . a / , fe . a tad 3 “+ — O25 iN : WW oper ¢g , Is zea) _} {he _ 1 f—*- S55 —- J > ELS? | = lene =i>s . / / }: R [2sh4 {I Ez S [65 12 2 eral ry HAS Uj tye SS / S ff J ein | ee ———. | -—-__——--.. Ge oo 2 ; iS |} ills . le |S ; > Ff. o ] & x XN a) ‘| ~ 1 / » \) / = , $ MT. OLIVET CEMETERY 2 ) ky / / */ ail 6.44 AC. oe) ri AY a | r S q 1 Pea L Yr ms N Wy ee E vw / e/ Ly 7 a ‘ Jv / a, ; ah Ha, e | of ff 7 ' it et ee 6 JOHN © EDWARDS A4C.21 AC a a AA FS i / /% SONNET i | ate © / Q/ KING COUNTY 40.29 Ac ‘ e ON- Af | / J3 7 Q?/ lt : } 6 [ | | i \ fe J a . T_ CEMETERY [tte | AR | oe : dee, F 62] aged} | tol ee OTR ey lp TK I MELEE WUE a i t ee SY av W/ \/ - ° : Ho i\\ / 1LP ean ‘ i i ae J /\ ME o 1! ily 1! 2 ; \ ELOP TON 3 14 MT. OLIVET iu _ - oo | \ | atte / / / Y DEVE ry OF REN ya ae — : é = / Vy ; BP OES Se cement RS 148.189 | > | pe eee ote ae Jf Fi Z J % NOV 15 4999 ae aaa } Left ented / / { 7 aa 5 - ‘ J oe tf VA 4 D ZAZAC | ce | ue / 1 RECEIVE a . ’ 74.88 TL4 rd i i Pr f i! / Ps z H 4¢ ' ‘ ) re a J / , / V ! y, | j ee Ya \ J # / VA Vi see \ / \y eee Atay _—— - Z \ rye / fF aA yy i. ee ee, / ,; Vy / / WI S NEWA SAND SAL x i aA ri 4% yp . A : Say RAVE AVEK CO ix o* #,? fe M oe RAVELNCO. To a " NO 4 a aah / / , / Wy ; “Os. 4 Tea eae = al “7 / Kee / @: if os a. : . TXIOI “jaeces : J y / J! i fb ~==©@. i a a A ¢ g / Fe ro ‘ e 7 =“77) , C327, 7/ i : “e “4 ‘iH S327, 70 ss 6 / y : ; o - aa LCEMOr \ / / / ¢ R Ae GE / / / 4% Govttoth ® Acres ___ — / ( 39.40 Acres yo \\ OL LS/ : = — i / / / / J / Gov't Lot 7 STONR WAY SAND & GRAVEL CO_ BATCH PLANTS. / / . / VA a / £42 PSE. RIGHT SE y, / ff. , fh RO 3 { / / \ § Lyf ; N! as) \ \ # ® He ~ wv iN : 8 = 1 v \ al \ = yt fe S, ‘Yi INTERPACE core 5 \ aS ify = r My sj BAL | in S| _ Gov't Lot 6 iN \ | on 7 vy \ 3 8 8 20.15 Acres 2 N\ y | s Gov't Loft \ S LQ, \ ze | & ° olf be iS eed aoe ds : <See als s B20Acres = \ K \ ES a \ \ xI \ < \ \ c aI \ 2 | \ \ & bs : \ ww | me tw i\. \ i \ ee ee ee ’! > 31 i] { ~ N . \ a y NE - ba ° cr a all 2 > 8 a \ joo \ ey cance s ¥ @ iS ly L518 . wee MEE 5 . ‘ 1327.26 AS t \\ a \ “Jour ee i OS Sioa] @O TT as = . = . [co ; eit yp rate |< "3 | ge \P° JOHN C EDWARDS 11 @ 2 »/ | S Io s le le a ce . ; BS} = : a 19.705 TS Bs) S2 SON] lal2 Fas t4, | 1581 16S} 7S) 1aSlsi ode 18 . = i 12, A E: IG cS} Gi iS Da) mito S | Saphir | A Sy serene NSS JM WN. si we : |= \"- Em ~~ Pa) FO ies a : f : a 5] a LT | yf fad 6s | *. : ALT. fy phe if 4 : ‘ Y ~~] Is 3 L FNS . 3 a Le {SEG y Riven | y °, } per, | 5 , 2 =". an i xl fs 3 ul fe r z OY s ~ OY f i: zi a faa} 5 SI ~s el = 5 6 Ss y fe 7 S|. slg y ~ fad : 8 oss * : | 536 MILL ] 7 | N ACOND, SUNITSE big je RS) a q MOT PUGET WESTERN INC. 3 g Rens : ne i zy Re : EY = ES 5 PUGET WESTERN INC ‘ Q'1 ! Ri Sis : NS wt ‘ j Hs: | Govt. Lot 5 Ho t We ! 10.75 Acres yy LN i : at 4 N RK : a5 132 {9 tS D! | ary | . . comm, en 6, eee : 1 VS | KS. NS 6 mene CfNae > uy > Smet 6 Sree ¢ Co ¢ Gy Ma SED © Come © SUED © omnuene® ¢ cme 6 R q — ZI = Pg BS Ss x j “4 NS N . ce ere erertm s meee sme o eoming mememene umes Semen © —_ . \ coe 1326. 715 4 Z on NCED is Ga) { 5 » PS) Mi -_——- H ; 4 40 ~ 2 i it [bm ; 4 ~ A COND. 732.10 Jo i 59 12504 do 12g 7 , bows C- i sy 4 gQ vac. es a Ba . - : we [) 4 } . » WLNGSESS, : 3 oe a on So ep | BIT 7 6 paste \ — fon a ’ ah 84 ho | ' — fea Gov't Lot | Gy he rent _ _ {2 , 4670 A 2 e069 20 $f [21 |}-34 7 » _+ et ) 36.70 Acres |i. wow Wel, | |W tast s, \ Le peseecres? wz th 0 lal ke i \ oie, _ _ [0 ° 124978 \ 497 ~ —-2n Le te) 1! a) 3 Ay gM ‘ - KR IN i! g 5 eagy 338] a! \ \ // ee E . a is - fol} ig * > | He une = 2 hy | 5 \ / : al hen a z j z SCHOOL DIST. 4 SN _—— ! <x My S| 40 AOS SN in! T E /} as ] = 64 | a | {a0} i’ rE S pM’) s cat t _ Ne {o Ah ili Tg l- __3 3 4% oN AD" Ls Yt _ S : r LE cele Os - Sowe ® ggie®/'7 Le \ : 3 bisa S23 |. 3e___ . ee: ROM DAB VIKING IRV. CO > S fie] ih BP 2 8 S ES Cf) “Ee ut ee = {808} HH NS (wd, ' =i peel = ra em \ — \ rs sa “_ : < z 8 ») x x : A 1 — i 2 a —= a4 17-= <))B Stes 5S oe O'S S oe & i : a Hog te = es : LES : ~ . “A Ni\\ i x g ic g S : ae 8 ye iy a R ° ° ° weg eS \ Ss - ba i a Boa 1 | 63057 250 be P h } | J p a8 {a a ‘ a iy Bl] | i 2, N\ ~ NN z St C3 es » z A ee ie ~ a‘ ~ 13h te: “| Arnold pe \ w | TRANSAMERICA > ie ee 5 Ss ~~ "5.35 Ac Ss DEVEL. CO. 9 i} 8 O Sl CITY OF RENTON A ca “Sa 72.85 NS iS eis = SP 12-75 sees —78 uh Kh i A a \ G a 907} 1908 0) 5 9 MN 5 & = NED i aed t i Pi al 1 i : oe af | Wi +44 5 © 26}/29 vii -—4a0-+43-—--4 8 NS | i nn cee | @ ish | [SREP a on i ~ : ey P S Cen, aac (SEER VG ea S Sea RSP <yy —— aC. & 5 10TH ST 3 iS > i Ses Wy wv. ‘€) Sas, 196 100 ae . q a - =i ™ \ (a) , ba ; rd. ~SN : 7 a i r4 Ny as a Cc ' | ws C.CAROW! % 7 28 Jp fle 4 1 | 42_ 4 mi i Ss Lin aan & Q po al ’ 3 ifs] NO) | E Aig : \\ Lg PA — ~s 1.07 Ac var nM _ ls ‘ IN 3c me 7 a c \ A ESyr & A Sei ~ D.C. = LIC a ee i of oe ug We HK - P a re 19 eS sot HTH ren ST at Jef a : a \V 7 cd ee 0 Pi . Ra Sea Pe ~ 7 _ a \ TLIOS ee 6 / 5 sessete (PLAT OF MONTEREY TERRACE 2 1 17 b}e Beene seuss Low 4 sersdore nora serecsst sores sn77 et MOUNT OLIVET CEMETARY . “37 le : 95.60 63.91 69.97 ssesa'igte 8803419 a aT x00, SoS 36 57. $88°36'37°E $88°56'37"E 7 S19 SEE DETAILS A, B AND Cc 53.08’ 24.40" 31.40 2. 52.437 $2255, -00 50.00 50.00 100,00" a _S88°56'37°E a . , 02% $88°59°39°E , , ; $03°29'49"w RETAINING WALL AND DRAINAGE EASEMENT] 59.22’ % ~_20°Puauic 2 3 RE erie seesg’so"e OF 17 27E coz o7 er? OSE oa'ost ee! 40°C 15.64 N8639'1 1 'w egg a WwW 105-85 X:, 54 SEWER ESM'T 8a 33 5 1 pL = % 30 i} 39.98 20.21’ 26.55’ 29.45' 28.74’ 26.26" 27.99" 26.98° ; 0 1 105.43 =< $as'2' ’ Fal Fo Fs 7,712.47 aoe Fe El fe) 8 TRACT 2 20,833.50 SQ.FT. 8 6.716.958 9. 532 zh Sf 5.989.612) = Fall 2 Zl. al. 2). N Fa = SOFT. fale el. SOFT. 8 So.FT. 815 29 Siz 28 Bin 2/35 26 I. 24 ae 22 8h, 5,628.01 S18 5,024.37 SI? se Ro 7 , Ble q 53 8 110.1 ” 4 ge . Si< xe 4,956.89 © \ ” . 5,009.30 : yz alo Fd . Fe 8 ° "SOFT ° sik nf 2 P18 5,438.56 2g 5,385.96 45 “I< 5,468.12 ‘als a. é S13 5257.80 (|- 2 sort. BI- sorr. 28 sort sig ‘som, £18 oor Big 5009.51" ie 5175.54 Ble Ale SI= 5,419.02 2 S001 5'00"W FT. : 5 0170739" BEI le on26'57's0" 8 SQFT. BI" SQ.FT. BI= 5,533.25 BI SQ.FT. 518 5,107.36 ae 9198.75 Sls 5,526.27 I” som. nl? 2 1 g | ? Ales wv BE oh gir vn § he ™ al SQ.FT s|= SQFT. Bis 5,291.51 Sls dee a8 Son ele TRACT E 2 7.00 R= 20.00 —] S pmyel SQ.FT. SQ.FT. 8 & SQ.FT. els SQ.FT. wh gis rs a re) S iseiene a fT. § als a : poogesst” | gmt yum ees 085 al? onszavse : Ve 652457 alg “sor, of RB | os art y— pounce Sroga7or a - = "16" = 15°41'°52° . . FT. = 16. $51°35" mid. tone = é e027 _ ri: L=5.48 2071713" oeorz8'12" 8 SQ.FT. a7 _Re25.00 18.08" = pera. ae Ra122.00 PRIVATE UTILITY {Est wi R= 20.00 D=07°17'13 090728 2 2 epee UTuny L=16.37 RATE UTLITY : Pn et . — — _— L=9.79 R=77.00 6'PRIVATE UTIUTY [= = fore A . 30.99" 50.00° 50.00° 50.00’ 50 T r . &, 6,027.90 SOFT. ee a ee 51.26" $5.03" 49.20" a 8 z ATS ans <n - S.F 9 00 (e-2BS 54.00 SIT rR ORS. 35 oF ai | S S.E. 2nd P LACE x TRACT K BSP nesse's7-w b= 20.06 s = nd PLACE 8 ye os TRACT O 3.68.20 sort 2 ONG Ne al TRACT N89"44'55°W —_ “ 1,295.28 SQ.FT. teem, ORO. 41.35" , eee $88'56'37"E DmS5+5 5) 2 , NEESE STW TOSS : ia 16,393.27 SQ.FT “| § (s) 167.94’ @ $87°56'46"E | N8&56'37"w = Sa . 232.07’ *s fj ”) 393. FT. & F i 155.91" NOS'S6'37"W 49 \o 45.25" age 8 x <2 4,, Ry Oy O\ 116.65" 5; Pat, ® 8 — eee 54.97’ 2 TRA T L “o ee § = — .: > N25 al C2 . : — : : ‘ —— iq 1,281.32 SO.FT. = ; 00° 55.00 55.00" OO" => sd © Ras. D=06'07'01" 15) CRATE nr k pd Dn88'36 57 59.00 62.00 35.43 19.56 54.95 55.03" a ba t5.38 20 a3 S g 55.00 30.07 ares rH Xe We" 25.00 1 Let3 2 2 R% Deorayay" 5.114.735 Fl goo. ge Sart “ag e \ Cc y C738 Hs Po. Ra 77.00 SQFT. = BF caegty7t 459" 6,910.70 SQ.FT. = Pe OS » vi Res y 218 5 ? ole SD 1 w 5O » 49Q w m pi 2.78" N88'56'37"°W 8 95.01" ° 68 Re 67 al. 6 6 A 65 al. 64 » 3 DeoV00'0!” a wee 3 8 & 5,640.07 3ig 51g Blo 48 Si, cael 8]. 14 bi 6,416.27 21s 5,225.00 #8 5.22500 28 5,225.00 2S 5,641.46 S13 . Raanp) i 5,707.07 SQ.FT. “1g 5,565.05 a= 5625.00 «]§% 5598.93 “2 18 5 . r ae he 5 na x1 acai as Cy 3 = SQ.FT ) g 9,998. 8 5,627.30 : 1 9 | 10) 8 SQ.FT. 4 SQ.FT. $ SQ.FT. § SOFT. § sort. £18 2, SQ.FT. ain 8 SQ.FT. 8 = SQ.FT. 3 = SQ.FT. a es) é = a 4,750.31 SQ.FT. 8 g , —_ 2 2. | i S 8 = 4,952.75 SQ.FT. g i TRACT ‘OXF, m . oa 2 $88'56'37"E Oo $209,., 7 td . 95.01" Sy : 23's, — N88°56'37"W 8 : > $88°56'37°E_70.00' $88°56'37"E_55.00' 377 ; — . ‘ 9,710.44 — Nes, $ Se peg § za 7 : x Rie a eee $5.00 S836 '37°E_55.00 $88°56'37"E_55.00 $88°56'37"E_60.00°__[15.00" S$ OFT Z L=10.16 3, y oe es, of Sars $3.08 55.06 55.00" 59.49° ¢ fT] ale 1 5 2 3 2 50.00 50.00 $88°56'37"E 50.00° —_ © 38 Ke ve "5, 3 70.97" (716.38 Cd SOF 4eSSE 11449" Ft ee 1 8 3|8 4,750.31 SQ.FT. 8) 21" \s AS ‘ — @ . A$ <A, SC) |S 4,858.16 so.rt. Ki << A 10,957.52 me, BVP 8,251.74 a 9 ve, 46 “. .— 3 ——— > 3 98 rs 59 .| 60 + 61 4 62 4 63 & 3 sort. «GK ° ; Or a m1. ml. : Al. ie = ‘4 D. ‘~ “ SY oe, . . ; Fl, = Fly =-|o FT. par. SQ.FT. bad By SQ.FT. cla SQ.FT >, z ; - 4 — ee. PBS? Ae \ $89'44'55"E_109.53" ° £B 17 a 16 . 2 . z 2 z a. _ Ny 00° 6,756.33 SQ.FT. Bh - 9,237.42 a | a |” z|% —5,5617.29 SQ.FT. my oh, 4.63! KE osi31 A SQ.FT. ei S| ¥ ict w 45 °o tn 9 Sas? 40.00° ‘ . 1=45.57° 6,194.51 et aot 3 ‘ 20.00" 50.00 50.00' Da09'23'34 C) ae? . : ‘ SQ.FT. oa Bee Ls30.13" S.E. 2nd CT. 3 —s 4a 8 ‘27"w or * z Eel 9. Q e wD 7,837.03 [2.46 ‘ eo S2036-37 Ops 02449 ee ‘3 SQ.FT. ; wy Om 76*31'21" “ anserus N8S'S6'37"w 171.24 8 Rn 2000 PRIMARY L=11.79 BLOCK 4 DRAINAGE ESM'T $8856 37 sense exes 1s'p 104.87 105.10’ L= 24.43 ig 1 ? 6 a " INAGE ESM'T D=14°28'39" R=20.00 4 t PLAT OF MONTEREY TERRACE 22° Saye 78 4 ees D=13'33'43" 1 358 2\8 5742.89 SQ.FT 8 ee P a nia ' , L=4.73 a Wes an ts : VOL. 50 PG. 36 6,630.84 SQ.FT. g 6,387.69 SOF. Bf 6Q #2000 g] 7 | 2 |B e2000 6,012.91 sort |e i . . "fs 6,385.39 SQ.FT. = ‘ 24°. ae sets 3 $8556'37E $88°56'37°E S ae _ 8g I 105.00" 2 d $88°56'37"E 101. 94.98" 5 4 ® 8 9 - . ° 107.45 107.40' 4 4 1 “ / 8 : S18 218 80 » here ; 77 8 oO 137 $18 5,333.83 so.rt " m al a2 88 3 8 7,544.41 3 5,250.00 SQ.FT. g Y) g 5 & 70 $s F.3 yi 5.646.76 SQ.FT 4 8, ) ) i Ss) 1 22 3 = L ; 218 654596 SQ.FT. 3 F 9,415.24 SOFT, “8 5,410.84 SQ.FT. a a= : aeaieaniie 033028 = 5,699.00 SQ.FT. nt s 8/ : SQ.FT. $85'36'37"E Lil Sle a . Fite was 39'26°E 97.58 O Fs 3 105.00 Sle ses $88'56'37"E 7 ary 7 22 Zz sas 3e'2! . 5,827.45 g i 5)5 : 198.05" , w 94.98" la 5 SQ.FT. 8 81 * i . 76 3 mm 136 sia 5,400.28 SQFT. © a ! DETAIL FOR AGREEMENT AND THE TERMS AND CONDITIONS FOR RECORDING No. 9906101087 © 8 $250.00 SO.FT. 8 gis 7] 1 g ‘ ie ,400. FT. at AN AGREEMENT RECARDING CONFIRMATION OF BOUNDARY LINE AND COVENANTS REGARDING 2 $88°56'37"E $88'36'37"E $88'56'37E Y 5,494.41 SQ.FT. Fe = es 3,775.32 SQ.FT. 1 2 1 r~ & 4 ; Nv, 5,492.04 SQ.FT. J () iz ed g ale. EXISTING TREE ALONG THE BOUNDARY Os 0.00 55.00 55.00 —— << at ae 03'39'28°E ¥ 5 699.03 SOFT 5 Ps 3 105.00' = Sas $88°56'37"E $88'56'37°E $88°56'37"E mM wes ser2vt 53.79 ab z : 699. FT. ; 50.70 50.00° 60.65" . 06.17" ‘\2 NTS ss 90 E 82 yO oe 129 g m so 3021 q . p 8 f3 ° 94.98 ae 2 , ke ae 2 8 6 Pa 85 38 5,250.00 SQ.FT. , . 1 35 aie 5,466.94 SQ.FT. Ka setarustaat 6,189.03 sf, al 84 i . 2 715 z 2 rs 6,974.94 SQ.FT. $ W— 1 20 Shs ; L=4.49 SQ.FT. ~ 6979.70 SIR z $88'56'37°E g ‘aly / 4 g : . 3 nas 30°21 t3 4 FS etapa 3 = SO eT Iz 7,028.40 3 +500" 6,196.46 3 z 5,527.36 Ss F) 7 S) = 3 72 : 00.00" m iS 5,699.06 SQ.FT. a s FT ote ‘ S}3 5,527.56 x16 = otk 2 pele g . mane f 83 k SOFT gl sar. = ean 3 : 7,235.01 ee ~S86, Rl 3 = FT. iy : 5.00 20g Re : t 39°21 6590.30 SQ.FT. we | SOFT. 4) Pare. 130 : s33021 peoriz's7” |B « 4.61" 5,753.23 SQ.FT. 3 o “=e we yee [ pwosseos"| post" iS 4 : 1 1 9 ra . . ™05°57° 49" F S F 5 = SUUS'33" 155.97 51.74" 86.20 me sate SQ.FT nesx3e21 6 7 io aia eek ahs d ST. a sot | x | ee FE my, S. E. Srd_ ° 48.93" —_s 0=22°59 = ileal ss Le —e@— NSTSS SOE 226.67" g " : 41g NS g X a 3 : 44.92" D=OS 37 2 — { +o ytw 116.99 | SOr U6 T1 52.28 aad _— t=30.25 “et ] 51 oe Sl 3 at D=02'55'15" 10’PRIVATE 8,766.21 S E. 3rd 8 . * TRACT E “ eee 97 eo carr SOT. arene 719,250.58 SQ.FT. 5 . 10'PRIVATE ‘sug'35 yy $85-5,, [15.23 0=87°06'22" 16.51 ACRES 9 4 _ i fe) 5 s ‘ 9 6 ef ong 3 é 9 8 &lp 9 fe) = a > a Baw e& 35.85, al a & 6,311.23 & o 6,207.81 = om — 4 be 7,598.35 Sfx 8,257.27 oY = 8,049.31 8 Son < SQ.FT. € < sort. fr SQ.FT. Fe a5 1 1 8 SO.FT. < fT. a | seavate #/100 #& 101 SPS: 5,921.58 SQ.FT. L\ 3 8,020.20 ge Wy" ' s ,020. wy 7,816.11 8 . Sis & s8y. a2 pany NEE SO'O5 W ae = ceaiag SQ.FT. Sa Le), Pee 108. BLOCK 4 479128 65.00" ea N94 o/ 2, ee " ax a7 16W ae 6209 N29°44° eee g e 10? D=07'38'20" & fk 117 ae T 87.00 ow * L= 10.50 So. . "4a" d PLAT OF MONTEREY RACE 58.00 ree sey Wdion >», iC if eoiise oY a eases SHEET. | 00" 7 5 5 7 GC} meu. | | FT. &, »> fo , Cc % = We rid 103 Ne ae Zz :" es RY ~ Vv Ys, > 7 0 . SOT. gf S LN a8 i “ fe. 1 O04 Y ANS x + / y 7 V4 ONe: RY, 12,830.48 i) LA 7,206.54 SQ.FT. m S'Wooo Fnc| =’ | é Fs SQ.FT. ; 5, cas 302 ZZZ BN ¥ a 109.40 ° | “~ i) o. 7 2 ‘] kK ” Ps! ¥ : °o Ric o >. . Cy «6 ?. 1 1 5 % es ANA a 1O'PRNATE = se FAVS *, % bs Cad DETAIL FOR AGREEMENT AND THE TERMS AND CONDITIONS FOR RECORDING No. 9812311787 OW, esu't 1 O05 A . 6,219.69 SQ.FT. rt REGARDING THE CONFIRMATION OF BOUNDARY LINE AND GRANT OF EASEMENT ty 12,165.11 4 2 DETAIL FOR ACREEMENT AND THE TERMS AND CONDITIONS FOR RECORDING No. 9906101088 A SQ.FT. * 4 9'21°W DETAIL FOR ACREEMENT AND THE TERMS AND CONDITIONS FOR RECORDING No. 19990712002113 J Ss, “ A say 10021 BOTH REGARDING THE RATIFICATION OF AGREEMENT REGARDING CONFIRMATION OF BOUNDARY LINE < Me. Xe sk 2 aa (10.96 RANT EASEMENT. re Ne wr * e al DETAIL 8 Xe, i. 106 | \Sk wan. 4 , e ’ . Ply NTS €L yd e 10,897.19 Zz ON, SQ.FT io) 21 FT, . sas 302) % pt z an 99.99" Wy ss a | ls b*) >: “ 12 oj Oe 5 i= é SY 1 O7 = D=75'19'30" me 5 9,501.42 ° Ra20.00 2 5 FT. ; Pt * &, sa gl = Wn 1 1 3 cle , &, oot a ' ™m 10,434.58 SQ.FT. ey avs <0." D=09°42'48" J 9) L=21.61 —— e SS 4, 0=42'44'03" a a 108 eee een 8,425.34 Dm 10'49'08" or. alt SQ.FT. R=55.00 . so320 32 ale wet cf ' 7 : Fe 3 “3 Bg 2 109 N TRACT E ° 7,206.02 EN ha t SO.FT. SY . Ne Ae BK “e "ON 4 gh a8 1 1 2 ~\3 y- 9,636.74 Z\e SQ.FT. Wet 110 111 *& > 8, 109.65 “4 Sl , ONS SQ.FT. S]% 8,323.31 50 25 0 50 100 150 *< ME SQ.FT. a | : ~ SCALE IN FEET Ss, 00" 13 5 ig RD 98 A 1. p< ONS i =e 90.08 Ve> PR “x | vero 72s % ox ¥ POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. aoe , CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PLAT OF MONTEREY TSRRACE i J | Ly VL. 50 PG. 36 = 17 = Sy, BNo, D 1 LY <- >> > SEVELOPMENT PLA 7 NNING CITY OF RENTON Pd NOV 15 1999 nfe RECEIv 3: ED a5 K » So it Y RINGEL & ASSOCI ATES G NOTE: DETAIL FOR AGREEMENT AND THE TERMS AND CONDITIONS FOR RECORDING No. 9812311788 Ms — Z REGARDING THE CONFIRMATION OF BOUNDARY LINE AND GRANT OF EASEMENT % PROPERTY CORNERS TO BE SET WITH | . N 5/8°x30” REBAR WITH ID CAP AND 2”x2 DETAIL C RLS P.O. BOX 742 N WHITE GUARD STAKES NTS N ID. #986 CASCADE, IDAHO \ (@ MONUMENTS TO BE SET WITH BRASS N CAP IN MONUMENT CASE WA. #23613 83611 \ MT. #7917 (208) 382-4230 c P g g(5 4 JOB No. MC99026 -1]7 PLOTTED 11/3/99 20000202 00130! IQ3 -A COLINA "WUA=89=159- LND—10—0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5£E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON CITY OF RENTON NO. 612 FND MON IN CASE 4/29/99 PER WAC 332-130-50-1.F.IV | \ // 8, _NBO'31'32"W Nao'31'32"w 8.79 N89"13'02"W ny , las — . : ; ca 1323.38 1323.38" 17416 2653.13' 16 | =— CITY OF RENTON \ 7” all Meath ON * Read Ged ad id ed Fo av} sa] 1] “Ye Lr The leis] 3s ]2 NO. 1502 ; £ E a FND MON IN CASE * e) Z _ 4/29/99 — 20 dy 13 ~ : PER WAC as 5 2 | 51 Tee «S — VU 16 (. 7 es ' » 3 ‘| ie CEL 332-130-50-1.F.IV o/ ei a bed = sol col orlezias| * ab: 5/2 laa ~o TICS 7 16 S.E. CT. 1 O|N O|N 5 SKS +2 » “ * 4 a = 4 S 8 in = “ae “Le Ne ZAG bed ” s 1a) 1” un 3 es | sy | 7 122 252.23° : a ‘ 241.00 “ _ | a gr || = =! Lin —- SECTION BREAKDOWN PER TRIAD ; TIL | SD sal ITS ime | | 7 N (p—Neaee's N89"44'55°W_, ASSOCIATES REFERENCE DWG. “ NN me \\ Ve e 1325.59 1325.59 REFERENCE DWG. RECORD OF . SURVEY FOR GARY MERLINO CONSTRUCTION CO., INC. DATED 7/15/99 RECORDED IN BOOK 132 OF | SURVEYS, PAGES 98 AND 98A, RECORDS OF KING COUNTY, WASHINGTON. (RECORDING NO. 19990916900012) (TRIAD JOB No. 94-130) NO1°15°13°E 2644.51’ woo 400 0 800 1600 ¥, Tig EEE 20 20 21 200 100 0 200 SCALE IN FEET NOTE: PER WAC 332-150-100, SURVEY EQUIPMENT USED WAS LEICA TC805, SN 504463. THE SURVEY WAS PERFORMED BY CLOSED LOOP TRAVERSE. RLS P.O. BOX 742 ID. $986 CASCADE, IDAHO WA. #23613 85611 MT. #7917 (208) 382-4230 JOB NO. MC99026 paTed:_/- 3/-90 JAN. 27, 2000 SHT 1 OF 13 | | Ep- G9 —|59 —E = 2000020200!130| 193 1 LA COLINA IND~10~0302° POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. SE.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. AREA OF OVERLAPPING | CITY OF RENTON, COUNTY QF KING, STATE OF WASHINGTON / SANITARY SEWER EASEMENT . S | 2 | , | 17 167 ey « / NO AERA TE ORANGE | LAT OF MONTEREY, TERRACE, VOL.“50 PG. 36 NOS oS SM S8g44'55°E _796.61' | ] WA.) ~ $84'00'58"¢ 276.89 oT 69.97" 68.03' Soe 10e 18.55" See a gnuenieyonkereopee<ivwusshese yx guineaesaeewiewetornien ee 15'PRIVATE aewer ESM T | 2 - S - is DRAINAGE ESM'T TO THE CITY / 2 3S al 31 =o 8 4 = 34 OF RENTON | gr 6769 2 32 7,713.0 G : Se 28 ! SQ.FT. FIs Sig sart. BI 8 29 38 20,884.4 SQ.FT. ! ve BIS BANOS QR SOFT. Blows 5,438.4 713 5,385.9 \ _ uc ' 3 SQ.FT. ai wn on Q Q.FT. a SQ.FT \ -— arn3s.00" 5 ~— Settee \_S00°15'05"W 6'PRIVATE UTILITY 8 Nip ) Ss 94.5 8 7.00 ee D=00°17'16" 8 Ma 3 >> =~ 92 — +h L=0.277 0 —~ ; . . GB os RT LR e og 03", 1 $2.00 53.00’ | _55.00° 52.03" | ake, 35 fo : 1° FS 4oE. 2nd PLACE °% Ry Shin "62 234g — - —— - —— - NBO445SW lg fe) ‘\. 16,393.1 SQ.FT. - 167.04" _—-—F a 3 SANITARY ; N he _ DRAINAGE ESM'T sant SEWER sing SEWER 5.00 62.00" SAT TO 55.03" 4 me re ws SS 36 SEE OETAL 3 ; yw ~ SHT 9 OF 1 ~ na QI. y sf a 11,265.6 99g 92 8 1 & 509 of op « 7 ce; — SQ.FT. ane : $ 5,707.7 Bie 5,639.9 ole conse els : ao ; . 15 PRIVATE SQ.FT SQ.FT. 8/9 Yer glo 5,625. a a | = ™ FT. = SCALE IN FEET Benue GaN PS " 8 SQ.FT 8 SQ.FT i kw ; 20799, 00 15'PRIVATE & ; k . a ; yA ° A° : 5 e if DRAINAGE ESMT 6 OR. (0 FORGET 7097 Vig sepa PARKING ESM'T RECORDING NO. 8001240812 e 53 r, (ENCOMPASSES ENTIRETY OF LOT 139) 5 on7 Py, @ SQ.FT. 3% $ 5A Fy, ° ¢ < Sy 27 DRAINAGE ESM Se. WS, 6,681.4 Pe ay ° rl. MATCH TO SHEET 8 ESN% 7,703.2 & , SOFT. 96 : Vee 56 15 PRIMARY DRAINAGE ESM'T TRACT E . OS 6,493.3 ye 719,286.5 SQ.FT SSM Sarr SHEET 8 OF 13 ee AK NOs Ky, “30 16.51 ACRES AR. ~ >. 10’PRIVATE SODAeS oS we AB FOX DRAINAGE “\ 72 4 er 7 ON NX ESMT So Re, Ly J Ve, ~\ _ 15'PRIMARY . ow aSN> = DRAINAGE ESM’T Oh N, S50. CURVE TABLE Mg» 1O'PRIVATE Py Vs, PRP FT. (&" DRAINAGE ESM'T SY” > Shay, UN. CURVE DELTA —_LENGTH ~— RADIUS S y 0 ON No xr C1 = 15°41'52" 5.48’ 20.00 42 J NS {oe R ong C2 4B'00'08" 16.06’ ~—20.00 Of Orsi ay 3, “O\ $ C4 86°29'41" 7.55" 5.00’ ; , 8,004.9 bg ‘Oye. CAN cS 88°36'57" 7.73° 5.00’ SQ.FT. 9 5 RN CSA 03916" 2.31" 77.00" “ Oe C6 = 2752'40" 26.28’ = 54.00" , , ad ioe | ’ CB =—s- 32°15'19" 30.40" =~ 54.00" NOTE: MATCH TO SHEET 5 , ; C8 = ggr'00’00"_—=«39.27' ~—25.00" LOT AND TRACT CORNERS ARE TO BE SET WITH RINGEL & ASSOCIATES Pi: C8A = 02°08'31" 6.08’ 163.00" oa, REBAR WITH ID CAP AND 2°x2° NOTE: ie ; C10 — @'00'00". «39.27 ~—.25.00' GUARD STAKES. THE NUMBER OF FEET INDICATED WITH “4 3 C11 —s-7'33'42" 27.07’ ~—-20.00" ee Te cue Bemlie Wiccual a aa. Or Ger RESPECT TO EASEMENTS REFERS TO RLS P.O. BOX 742 Ci2 02°52'51” 10.16’ 202.00’ AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE THE WIDTH OF THE EASEMENT. ID #986 CASCADE, IDAHO Ci3- 0758'40° 22.00' 158.00’ SIDE LOT/TRACT LINES EXTENDED UNLESS OTHERWISE C14 81°01'20", 28.28’ =. 20.00’ NOTED. WA. #23615 eo C15 0320'43" 11.78" 202.00' | MT. #7917 (208) 382-4230 Oe ane JOB NO. MC99026 JAN. 27, 2000 SHT 2 OF 13 Ep944_-]59 2000020200130| I9> = 19 LA COLINA LUA-—99-—159—F LND-10-0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. SE.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON THAT LIE ALONG PUBLIC SIDEWALKS WILL BE SET THE WIOTH OF THE EASEMENT. MOUNT OLIVET CEMETERY ? 4.57" S726, - 37 . Bayle’ Tae A7e S85'50°3p"E $89°17'27"E $89°42°05°E S$88°31'40"E S89'56'16"E 3 sosap'aswit | RETAINING WALL AN 6. 6.830.277 0.48" i : " P) | N86SO"TTWi65.437--— “ z} «9 | = : ; : | | : EL 10 Bh 5074s Sh sSo5 tte TR o 25 wg 24 & 23 ® 3 g 8 11/8 5,627.0 Big SQ.rT. Bg SQ.FT. 3|5 1( N 8 5,108.0 2R 51990 BR 55267 fe 22 Is S| 12 “fy 4,956.7 Sic SQFT. pie aI" a|" : SQ.FT. $16 SQFT. Sig SQ.FT. Shs 5,257.8 37 “le 5,233.0 Zig Sar. 8 aed be ai- sat. gié 5 #15 ~% a THT? orate Pe kK QS SQ.FT. bob'PRIVATE UTILITY | | U/-DRAINAGE 8 $ 8 wT \ tao C28 0.98) 50,00" 40 80 00’ , : oar = = ' ey i . 1C 40 20 0 Ej $00 —52.05' | 55.03" 49.26 & [TR Ka) TRL aa Al gig S.E. 2nd as = 2nd PLACE 16 4—11,293.3 woes . .£. 2n Ui SY 89 BH'281.3, SO.FTSX™ abby 5 —-—@- = -—S8756'46"E tin — 49.82’ ' ? wer : - - - 35538 + ° 155. . “—@i = 0 : 356 97’ NOSSO W 06.24" a” ; b Pe } TOE 0.6 13 ee Yy, : 350 ee oA SSH 55.03 «55.03 135.93 PSte. . ; 4,900.0 SEWER ESM T of s/ ge =e _ Fe y. Der < SEE DETAL 2/2 S/ php 7) ONO. 9 SQ.FT. 9 @/ P 3 Og SHT 9 OF 134/5 gi 9/5 iy fe) 50 ' yw iW \ 3 S0556'37"E 4.59- ® + 68 Rh 67 ew 66 - of Sk Sh, | : 19/8 Nk x 5,563.8 o/® sao Pak: ee og 4? ? " 14 gt 6416.3 ENG 5,225.0 aig 5,226 O : , . » e > )- , C 4 ° . é . a . SQFT. SIF ‘sart. BIF “Sor BIS Sony | ok 19 NB 4,750.5 sar. a 3 oC 3) SOFT. gi" SOF $ 3 >! C Mm = 4,952.8 SQ.FT. 28 sas'ss 1 '37"E a N88'56'37°W a 95.07" pl 1378 $85°56'37°E S88°56' Zz : zie ; : ae 55.06 , ; Bi WM z= | LHe 60.00 50.00 50.00 aT a OR 55.00 59.49 =) MM}. c. 18 15 g| 22 “ff eae SSE TST i (2 18 8/8 4,750.5 SQ.FT. 8 3" | 5 © 8 4,858.3 SQ.FT. es <x! 8 58 +t 59 + 60 # & ; N88°56'37"°W Rh 6 a || N88'56°37"W 95.01" ; = 1 OF 5614.2 818 4,750.0 318 4,750.0 " iW $6.22 16 a SQ.FT. 5|@ SQ.FT. 5|* SQ.FT 2 ° by 17 _ |g < oe 6,3219.8 SQ.FT. m4i5 9,9617.6 oe | CURVE TABLE {Up CURVE DELTA —-LENGTH ~—RADIUS ! 20.00" | __50.00" C13 O7'58'40" = -22.00'_—- 158.00" C14 810120". 28.28" ~——20.00" ax S.E. 2nd. CT. C16 OT17"13", 9.78" 77.00 _—-—-—_ 9 6 - — - —_ -— - es - —-- C17 —-14°55'33" 20.06’ ~——_77.00" C20 864516" 30.28" ~——20.00 aid | wes er C21 1807'20" 31.63" 100.00’ * or4 C22. 18'07'26" 24.67’ = 78.00’ bs Oe. a TRACT C $88°56'37"E 209.97’ 49 © C235 86°45'21”" 30.28' 20.00’ - B 1 OF 10ar =e . C24 873927" 30.60’ ~—20.00" . C26 14°55'27" 20.06’ = 77.00" O * 22’ | 22' | 78 g cB 141737" 19.21" 77.00" r _|% 6,631.0 SQ.FT. 2 6,387.5 SQ.FT. = Se 6 & c2za —ee25'20" = 29.47’ 20.00’ z Fs = 6,383.9 C30. = 900'00""_—s 31.42’ =. 20.00" O y ‘ © 631 = 0727'58" 30.13 700.00" - = $88°56'37°E —_ C32. 75°31'21" 26.36’ ~=—20.00" 5 Fall z T0500 Trae Ses; F C33 14°28'39" 5.05" 20.00" sg 89 Rie 80 gil; & i sig BIg B 77 = -|8 7,544.3 2 5,250.0 SQFT. SV) & 7 MATCH TO SHEET 5 MATCH TO SHEET Fo OTLE REPOS ’ NOTE: LOT AND TRACT CORNERS ARE TO BE SET WITH " RINGEL & ASSOCIATES 1. 5/8"x30" REBAR WITH ID CAP AND 2°x2" NOTE: WHITE GUARD STAKES. | ALL FRONT CORNERS OF THE LOTS AND TRACTS Ue Cyne CLEELIITS ReFEae To” RLS P.O. BOX 742 AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE ID. $986 CASCADE, IDAHO SIDE LOT/TRACT LINES EXTENDED UNLESS OTHERWISE NOTED. WA. #23613 83611 4 MT. #7917 (208) 382-4230 Sac Q MONUMENTS TO BE SET WITH BRASS CAP IN MONUMENT CASE JOB NO. MC99026 DATED:__ /- 3/- OO JAN. 27, 2000 SHT 3 OF 13 PP-49- 159 POR. OF NE. AND POR. 1/4 & GOV. LOTS 7 & 8 OF SEC. 1/4 & SW 1/4 OF SEC. O NW. LA COLINA 2000020200130 | CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON 592.03’ 17, TWP. 23N., RGE. SE.,W.M. 16, TWP. 23N., RGE. 5E.,W.M. I93 20 LUA-—99-—159—F LND-—10—0302 , tae . 4.54" MOUNT OLIVET CEMETERY PSECTION LINE mAL cae en wu an sr = S7°E_S85'56'S7"E__S88°58'37°E__—_—S88°56'37°E $88'56'37"E S03°20'49"W RETAINING WALL AND DRAINAGE EASEMENT 30.00 54.00" 55.22" . Ne ONS = 9 8 - > 3 >» Ax” EDMONDS AVE. RIGHT—OF—WAY SL 10 Rh 5.0245 Bld 50095 82 ‘TRACT N & 7 & 6 a 5 8 4. - 3 DEDICATED UNDER KING COUNTY | ig/@ 5,627.0 Slay SQ.FT. SQ.FT. S]g eee 8} 5,009.5 B/S 5,173.5 Se 5, or Ble 5,301.7 Sle . 4 , é SI= sart. 5/2 : =|9 FT. 2/8 Sig “ee? BIE Sart. Sig ware’ Se 2 7 sl 3 ai Bl> SQ.FT. 5/2 SOFT ee Be Sort. Big “cOlP' Be , seer . 5 TILITY \ 1.08’ 6’PRIVATE UTILITY S51° Ps" E| og EST °° $ &DRAINAGE ESM’T ay 18.08 °1C2 100.00’ 50.00’ L=50,3., $< 2s3) 54.00" a 5) a — S.E. 2nd PLACE y Wl $6 CT O E $88°56'37 Nl ¢ TRACT O 3,660.2 SOFT. FT. Sy ; N88°56'37"°W_116.65° 4 Ps a SANITARY SEE DETAIL 1 ON & — —_ — > FEWER SHTQ OF 13 2 | rm . w 7 wu 40 20 0 40 80 | Lu 8 5,225.0 3/9 5,225.0 318 5,225.0 Sls 3 1 /) Q.FT. 5 @ SQ.FT. 3 ® SQ.FT. 3 5 Se _ | segse’s7"« | sesse's7°e >Rfig | $8856'37"s 70.00 | "55,00 ! m | Calg 60.00 50.00 50.00 50.00 4 SIR CURVE TABLE 7 June ~ CURVE DELTA LENGTH — RADIUS J r rm C26 = 14°55'27" 20.06" ~——-_ 77.00" x = 6 58 wv 59 RL 60 LL 61 C280 1417'37" 19.21" 77.00" I< ~ 5,614.2 3/8 4,750.0 318 4,750.0 818 4 750.0 C29 84'25'20" 29.47" 20.00" oS) SQ.FT. =] SQ.FT. =/8 SQ.FT. =18 SQ.FT C30 90°00'00" (31.42 20.00" 5 z 2 8 C31. 0227'58" =: 30.13’ 700.00" xX | 22° | 22’ C32. s-75°31'21" 26.36’ =~ —-20.00" © \ C33 s-14°28'38" = 5.05’ 20.00" $ % C34 75°31'21" ~—-.26.36" ~—=.20.00" 50.00" 50.00" 100. C35: 10°45'41" 3.76" ~—.20.00" SE SIDE SEWER 3 C36 =—-07°41'20". 16.37" —- 122.00’ x ave 2nd CT. y Set 'DETAL 5 2 8 C37 —s«412°14'02". = 26.04’ = 122.00" —» -Q— $88°56 37°E SHT 9 OF 13. Sle C39 12°719°41" 26.25’ 122.00’ 206.51 ~ 124 * C42. 22°33'51" 30.72" 78.00" ; rae! “ 5,764.9 SQ.FT C43: O3'54'06" —-:21.93’ 322.00" me C43A 040753" 23.80’ ~—- 330.00 3%, FY TRACT C sasse's7't 20007 | eee 5 __sesse'zre —— C44 10001". 4.85’ 278.00" Ye oF 104.87" eo C45 883103" 30.90’ 20.00" T° C46 13°01'47" 4.55’ 20.00" 22° | 22° | 78 g 123 , C476 1°35'42". 21.50’ 20.00" 3 «6,387.3 SQFT. Fs 69 22° | 22" S 56988 sort C48 og'24'29" 20.03’ 122.00" a 6,583.9 SQ.FT. _ ° C49 91°07'°08" 31.81 20.00’ ae ia sO 0 . ; S C50. 07"12"11" 3.00" ~—_ 78.00" 39" C51 69°58'30" 24.43' 20.00’ S85 36 37"E 8°56'37" > 94.98 2 c52) 1353343" 4.73" 20.00" g 535 —-—— 4 mM ala > C53 03'02'49" ~—-'15.95' 300.00’ Vj iT ate 70 a Oo . 122 Bh Oa - 5413.8 SQFT. We 5,411.4 SQFT. = BRS 040-8 SOFT. =F 5,698.8 SQFT. “5 MATCH TO SHEET 5 MATCH TO SHEET 6 NOTE: LOT AND TRACT CORNERS ARE TO BE SET WITH RINGEL & ASSOCIATES 5/'8°x30" REBAR WITH ID CAP AND 2°x2° ee = WHITE GUARD STAKES. THE NUMBER OF FEET INDICATED WITH ALL FRONT CORNERS OF THE LOTS AND TRACTS THAT LIE ALONG PUBLIC SIDEWALKS WILL BE SET en Or ie cau RLS P.O. BOX 742 AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE ID. #986 CASCADE, IDAHO SOE LOT /TRACT LINES EXTENDED UNLESS OTHERWISE WA. #23613 83611 MT. #7917 (208) 382-4230 a eee JOB NO. MC99026 © car w MONUMENT CASE JAN. 27, 2000 SHT 4 OF 13 Fp949 £9 2000020200 [30] 9% 2 LUA—99—159—F LA COLINA LND~ 10-0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON MATCH TO SHEET 2 MATCH TO SHEET 3 MATCH TO SHEET 4 Y) 6,495.5 Ae } Ves ggg é _ @ Sig. 8856'37"E ‘ SAE ; Se AN : _ a a gg” Lag 28 a ital 206.51" wd 2 > ° sh > “ 171.24 7\0 6 we WM TRACT C soes6's7*¢ 209.07 Fr wi ’ oT 104.87 vi A 5 Os O'PRIVATE 22° | 22 ic 8 . IV, $ © 5Q.FT. > DRAINAGE ESM TY . 6,631.0 SQ.FT. E 6,387.5 SQ.FT. 5 - = 2 " fal x z $88°56'37"E a 5 | 2p 3 | agg 2 | ge 89 88 80 gd : =f 88 as 7,544.3 218 5,250.0 SQFT. SV) : 77 ale = Se 5,e24.3 ze “SOFT. ales $88°56'37"E 11 ee ee ad Hy rl ‘sort. 8 108.00" SH — x R 81 : a Fa : © SO5'56'57°E 6'37" 6°37" mien Saas we sual SQ.FT. x 5 5 , S85 96 375 > Sess6'37" _seerse's7"E| _sae'se Ke ; . |e 60.00 30.70" 1 50% = Dh \ a m 82 BIO Ak 5 =| a5 = “5 5,250.0 SQ.FT. 3 , . ") DRAINAGE Su T™" SQ.FT. - ; 6.979.7 8 : 84 é cP aa 2 15’PRIVATE as N lilac 7,028.4 F 73 DRAINAGE ESM’T .-“ By SQFT. Se sqrt. 8 =| Se 0 2 0 40 80 Z = 5 83 K ij otal SOAE I FEET a 6,590.3 SQ.FT. om | a oh. CURVE TABLE g/ , CURVE DELTA LENGTH U L65.87 56 54.74’ 86.20". , C13. -07°58'40" = 22.00’ —- 158.00" RFT : . C14 g1°01'20" 28.28’ 20.00" £0.00» S.E. Srd_ Por 4 C20 86°45'16" 30.28’ = 20.00’ ~ ULE ” C21: 18°07'29" 31.63" —-100.00"_ —-—_ @--—- SSE 226.67 S uum ne Be are aie g6°45'21" 28" 00" C24 =8739'27" 30.60’ ~— 20.00" —_—— OsS6T “. y C29. -84°25'20" 29.47’ —s-20.00" C30 90°00'00" 31.42’ 20,00" 006, DRAINAGE eu DRAINAGE. nN C31 02758" 30.13 700.00 zi Eee ; 97 i 75°31'21" 26.36" ~—-20.00’ C33 14'28'38" 5.05’ 20.00" 94 alg 95 gi: 96 gi SOFT e : za C54 st'te'24" = 4.49" 202.00" Bis 6,311.8 Shs! 6208.0 gi; vl 313 7,598.5 a C55 O7'55'15" 10.30’ 202.00’ ay 7 att 8 sar |g: S@FT. 1% “e SQ.FT a saa'aqe "3 ‘00 2 15'PRIVATE / a cs? oaetsiz’ goss zooo’~SSC TRACT OE DRAINAGE ESW'T | 2 UA DRAINAGE ESM'T F C58 93°04'48" 32.49' 20.00’ 719,286.5 SQ.FT. 4 4242 2 2 \fo WrmeL. ea ci r C59 03'37'26" 30.23’ 478.00" 16.51 ACRES 728M N86°50°05"w © _ se ‘~~ 65. ie 47'\6°¥ 6: 130.00" + MATCH TO SHEET 8 ~ NOTE: - C ye ONS OE (SE re RINGEL & ASSOCIATES _ 5/8°x30" REBAR WIT : ALL FRONT CORNERS OF THE LOTS AND TRACTS THE NUMBER OF FEET INDICATED WITH — THAT LIE ALONG PUBLIC SIDEWALKS WILL BE SET RESPECT TO EASEMENTS REFERS TO RLS ar P.O. BOX 742 AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE THE WIDTH OF THE EASEMENT. ID. $986 CASCADE, IDAHO SIDE LOT/TRACT LINES EXTENDED UNLESS OTHERWISE WA. #23615 aan MONUMENTS TO BE SET WITH BRASS MT. #7917 (208) 382-4230 yt ge der sia Wo. ueeanee JAN. 27, 2000 SHT 5 OF 13 rp_Og-)/59 2000026200130] I@g JD LA CO LINA LUA-99-159-F] D-10- POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. nO AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON MATCH TO SHEETS 3 AND 4 . | i _ MATCH TO, SHEET 4 ah 171.24 mc; ! ! & 9,764.9 SQ.FT. nf TRACT C $88°56'37°E_209.97' “ari vo | ae g | 105.10" ua 78 | 3 6,387.3 SQ.FT. $ : 69 22 | 22 is 138 6 b = 6,383.9 SQ.FT. | |S 6012.4 Sart Int ~ r se | lg a : | Z "37" ‘37° 1 ' my : a 8 = 127 | 5 a " 77 : | = 137 AS 5,333.6 SQ.FT. 5 als =| 0 2% 0 40 80 s 70 122 , om Oo R 5,646.6 SQ.FT 3 | zig ae a ———__ = 5,413.8 SQ.FT. x 5,411.4 SQ.FT. ~ aa — = ens an rt nag segs" Ok 5,698.8 SQ.FT. = SCALE IN FEET ma , 7 2 A —_ ; ' J 5 $88°56'37"E 56'37" -b, > Le a Zz ___ssyseraw - g 0s RZ 12 4 ne 94.08 76 a 74 : : 13 ig 5,400.2 SQ.FT. & \3 101 al 5,494.8 SQ.FT. mr ; 5,775.0 SQ.FT. : 2 PAY} ~ “es inane ee 1 4: - Nee 42> 5.6088 sort. Fe oe, AND, TRACT CORNERS ARE TO BE SET WITH SBS S7E S85-56'37"E S8856:37°E S0e'56'37"E m 33921" a = qos 8x50" REBAR WITH ID CAP AND 2°x2" | ) | | 129 \ : _ 383393 4 —— ALL FRONT CORNERS OF THE LOTS AND TRACTS Bla ie 04.08 THAT LIE ALONG PUBLIC SIDEWALKS WILL BE SET 135 Big 5,466.9 SQ.FT. i als AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE : 75 al v4 af ; 69748 sar | of Wn 120 a SIDE LOT/TRACT LINES EXTENDED UNLESS’ OTHERWISE 6,196.1 ior Se 75 Ll . i mek 5,698.8 SQ.FT. “4% Sa FT z 5527.4 31. 571.6 28 fz | . é A Pe) 838g —— ng 94.98 a =§ “dy 119 4 224, ay | 2° 5,565.7 SQ.FT. S. re CURVE TABLE CURVE DELTA LENGTH RADIUS C32 -75°31'21" 26.36’ 20.007 C33 s-14°28°38" 5.05’ 20.00" C34 -75°31'21" 26.36" ~—-.20.00" C35 —s«10°45'41"—s«3.76' 20.00" C50. 02°12'11" 3.00" 78.00" g C51 g°58'30" 24.43" ~—-20.00" C52. 133343" 4.73’ 20.00 3 5 C58 g3'04'48" =: 32.49" 20.00" mt C59 03°37'26" 30.23’ 478.00’ C60 O3'13'01" 29.31" 522.00’ C61 85°33'20° 29.86’ 20.00’ C62 86°32'12" 30.21’ 20.00’ C63 03°12'31° 15.23’ 272.00° C64 96°03'58" 33.53’ 20.00’ C65 02°38'20° 10.50’ 228.00° 00°56'58" 4.51’ 272.00’ C72 75°46'26" 26.45’ 20.00’ MATCH TO SHEET 3 7. 1¥.02.90S [?) = 7,615.6 SQ.FT. §f' 103 L saraware Ry Sas 10,381.0 $f / ESM'T g 8 SQ.FT. C/a/ : af 104 ‘ sees ore Be LS / — 12,830.7 206.7 SQ.FT. \% RINGEL & ASSOCIATES 1 af ‘ae : LZ ey cf “ lin A 1/00 N. : XPIRES 9/11 fi D - cure me wore, MATCH TO SHEET 7 Sessnssuaasas WA. #23613 83611 @ MONUMENTS TO BE SET WITH BRASS THE NUMBER OF FEET INDICATED WITH PAN MT. #7917 (208) 382-4230 CAP IN MONUMENT CASE RESPECT TO EASEMENTS REFERS TO eee JOB NO. MC9902 THE WITH OF THE EASEMENT. WN. 27, 2000" SHT 6 OF 13 2000 020200130| 193 23 LUA-—99-—159—F LA COLINA LND- 10-0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. SE.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON To) 3 MATCH TO SHEET 6 "9 No 2 sees 8 i SQFT. fs . Rete, BR oes” oy. i eO8. =/ } ; 3 = To. i Hoe SL imeovary / Sone A mr y, ed 17 # w -00 N79°44 34%y ~-----_ 7 SS f ESMT o/s 1 02 Y> Cy ie w,) e = > 58 56.09°0:07" hx. * >. hy aX KC ie 7,615.6 SQ.FT. * © 176.00 7 a BN, 9,925.8 & x _ Aigo ss, 2 ey i 3339'21'W x Ay x ONG Aly 10'PRIVATE ToT Et BWl9+, OS.» L. 99 s/s | Lh 3s. e PEE LRosy 7 issue 3 mun “INS SOFT. ge?” 116 NA pi: 7,206.7 SQ.FT. O fs % MATCH TO SHEET 8 4 \ Wn / 6) \2 ry “ — 10'PRIVATE op" ?D & 4 Cc Z gS =\s gle. = S ic 6,000.2 SQ.FT. * 0 "I e . - 3, s8330'21 Pa N ‘ ; BR 0 | =. ‘ ° A PS > a> ‘ \r <i : FS 9,501.5 | . 10,435.2 SQ.FT. & 0 © 0 40 80 SQ.FT. , MB, SCALE IN FEET oo” ie aiwn ra e oe gee g m Se rd xt @ ~2) "4 J TRACT E \ 53 xe. .) CURVE TABLE 719,286.5 SQ.FT. 70 CURVE DELTA LENGTH RADIUS 16.51 ACRES ‘Awe 39°W C63 0312'31" 15.23’ 272.00" ri, 3 oF C64 96°03'58" 33.53’ = 20.00’ ‘oe. = C65 02°38'20" 10.50’ 228.00’ NOTE: ~-.85" je C66 08"42'48" 21.61" 127.50" LOT AND TRACT CORNERS ARE TO BE SET WH ®t Ne 9 C67 42°44'03" 14.92’ —. 20.00" 5/8130" REBAR wT ID CAP AND 2°x2° ip C68 8 s i tL) i ® GUARD . C69 doce oe oe ee ALL FRONT CORNERS OF THE LOTS AND TRACTS hate mat pon THAT LIE ALONG PUBLIC SIDEWALKS WILL BE SET C70 07'18'31" 10.96" 272.00 AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE ‘See 46 Ze C71 00°56’58" 4.51" 272.00" SIDE LOT/TRACT LINES EXTENDED UNLESS OTHERWISE 2 Dont 1°52 C72 75°46'26" 26.45’ = 20.00’ NOTED. L=t0.2 112 g NOTE: 9,637.0 si THE NUMBER OF FEET INDICATED WITH 4 SQ.FT. aye RESPECT TO EASEMENTS REFERS TO J rt THE WIDTH OF THE EASEMENT. pm 111 ~Aye, eis 8,323.3 RB, | NI = SQ.FT. R. 3 ° RINGEL & ASSOCIATES - VA | S80, re NEX3,, RLS : P.O. BOX 742 A 7.54" 140268 50.08 85% ID. #986 CASCADE, IDAHO . ¢ WA. #23613 83611 qg-|54 MT. #7917 (208) 382-4230 @ MONUMENTS to BE Ser WITH BRASS JOB NO. MC99026 a 7 OF 13 JAN. 27, 2000 2000620200 130\ 193 2u LUA-—99-—159—F erase eee LA COLINA LND~ 10-0302 AREA 2428 cing + POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. SSX. SANITARY SEWER EASEMENT \S, 34 AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 56.,W.M. SED) CASEMENT MAGE — CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON . TRACTE No. PARKING ESM'T RECORDING NO. 8001240812 eS ‘ (ENCOMPASSES ENTIRETY OF LOT 139) AQ. 29.97" ‘yi ONG,, [| N4756'37°E : a 7 11.00 ." 36 N ‘S, NORE: SL 37 %, oe Vy | 139 TY. 39 SOFT. Le NK HO Ly me) on Ss 0, Vy. 15'PRIMARY ii EXISTING en aM NI1'23'1 5°E 45 SCALE IN FEET XY: TRACT E ‘* sii PRIMARY SEE DETAIL 2 . 22 THE WIOTH OF THE EASEMENT. THIS SHEET @, te v oe vy, 92 ) ‘96 | 97 | se 99 (93 i 9 95 | poee Galion %o "4 BO, Ny te 8 > L 2 a4 % Co, TRACT E Ry ky 719,286.5 SQ.FT. \ %} 16.51 ACRES Pa My, N4201'00"W ¥ N11°23'15"E (Sp 6.15 7 6 85), N47°59'00"E 9) No). 40.93 VSVe NOTE: LOT AND TRACT CORNERS ARE TO BE SET WITH Ee 5/8°x30” REBAR WITH ID CAP AND 2"x2° S55. wu] ITE GUARD STAKES BXo,, £\5 RINGEL & ASSOCIATES Tiare alaie ay vi creas it, ee ae O7ARE AS TACK IN LEAD ON 1.00 FOOT OFFSETS ON THE ro \é SIDE LOT/TRACT LINES EXTENDED UNLESS OTHERWISE —— RLS P.O. BOX 742 NOTED. hic aly ID. $986 CASCADE, IDAHO 7 WA. #23613 83611 CAP IN MONUMENT CASE PASS | ad MT. #7917 (208) 382-4230 JOB NO. MC99026 PPA 1 JAN. 27, 2000 SHT 8 OF 13 20000202 00130! I93 25 | A LUA—99-—159—F LA COLIN LND- 10-0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5£E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LOT ¢ ADORESS 2ND ADDRESS LOT # ADDRESS 2ND ADDRESS TRACT O FOR CORNER FOR CORNER , SIDE SEWER 1 2418 SE 2ND PL 70 267 DAYTON AV SE | ae arte eur 63 2 MM a 0 el Be OTE CH Or Benton aw 4 2408 SE 2ND PL 73 2310 SE 3RD ST ye 62 Le ta 5 2402 SE 2ND PL 74 2306 SE 3RD ST A “yn 7 2324 SE 2ND PL 76 274 CAMS AV ce AMS AV SE e “eerenare LOT Rae 8 2320 SE 2ND PL 77 270 CAMAS AV SE eee | Sry 40". | 10 3312 SE 2ND PL 70 281 WYSE 2233 SE 2ND CT =1.88° P, 92078.00". CAMAS A R=122.00 ETAL 4 Ros 33 03° | 11 2308 SE 2ND PL 80 267 CAMAS AV SE NOT TO SCALE : 12 2304 SE 2ND PL 81 273 CAMAS AV SE 13. 251 CAMAS AV SE 82 277 CAMAS AV SE DETAIL 4 14 253 CAMAS AV SE 83 281 CAMAS AV SE 2236 SE 3RD ST NOT TO SCALE 15 255 CAMAS AV SE 84 2232 SE 3RD ST 16 259 CAMAS AV SE 2234 SE 2ND CT 85 2228 SE 3RD ST TRACT L 17 258 BLANE CT SE 2230 SE 2ND CT 86 2224 SE 3RD ST 18 256 BLAINE CT SE 87 2221 SE 2ND CT N88°56'37"W 19 254 BLAINE CT SE 88 2225 SE 2ND CT \ 5.51 20 250 BLANE CT SE 89 2229 SE 2ND CT NG 125 21 2238 SE 2ND PL 90 269 BLAINE DR SE N 22 2234 SE 2ND PL 91 271 BLAINE DR SE LOT 13 2 _ 23 2230 SE 2ND PL 92 273 BLAINE OR SE * ' 25 2222 SE 2ND PL 94 2227 SE SRD ST =00°37'13" : rise 20.77 Ned 26 2218 SE 2ND PL 95 2231 SE 3RD ST _A R= 122.00" $54°52'06"'W. 43°” 27 2214 SE 2ND PL 96 2235 SE 3RD ST SANITARY SEWER ESM’T 2.62 ee’ 28 2210 SE 2ND PL 97 2239 SE 3RD ST TO THE CITY OF RENTON D=04°51'11" bo” \— SIDE SEWER 29 2206 SE 2ND PL 98 2301 SE 3RD ST L=10.33' bh SMT 30 2202 SE 2ND PL 99 2305 SE 3RD ST a3 “aw. \) Hib ae i” Bi £38 s 1 15 ber 1a 2106 SE 2ND PL 102 2403 SE 3RD ST 2100 SE 2ND PL 103 2407 SE 3RD ST 2101 SE 2ND PL 104 2411 SE 3RD ST 251 BLAINE OR SE 105 311 EDMONDS AV SE 253 BLAINE OR SE 106 317 EDMONDS AV SE 255 BLAINE OR SE 107 325 EDMONDS AV SE TRACT G 257 BLAINE DR SE 108 355 EDMONDS AV SE 259 BLAINE DR SE 109 361 EDMONDS AV SE = 52.82 ~ Ve 261 BLAINE OR SE 110 367 EDMONDS AV SE <= 27.48) a 263 BLAINE OR SE 111 368 EDMONDS AV SE ae 265 BLAINE OR SE 112 362 EDMONDS AV SE ae 267 BLAINE DR SE 113. 350 EDMONDS AV SE st 259 BLAINE CT SE 114 324 EDMONDS AV SE 257 BALINE CT NE 115 318 EDMONDS AV SE SANITARY SEWER ESM'T 2228 SE 2ND PLANE CT NE 116352 EDMONDS AV SE E TO THE CITY OF RENTON 2221 SE 2ND PL 118 300 EDMONDS AV SE 2215 SE 2ND PL 119 292 EDMONDS AV SE 2211 SE 2ND PL 120 288 EDMONDS AV SE 2207 SE 2ND PL 121 282 EDMONDS AV SE 260 BLAINE DR SE 122 276 EDMONDS AV SE 262 BLAINE OR SE 123 270 EDMONDS AV SE 356 264 BLAINE OR SE 124 264 EDMONDS AV SE 266 BLAINE OR SE 125 260 EDMONDS AV SE 268 BLAINE OR SE 126 265 EDMONDS AV SE 2310 SE 2ND CT 256 CAMAS AV SE 127 271 EDMONDS AV SE DETAIL 3 2314 SE 2ND CT 128 277 EDMONDS AV SE NOT TO SCALE 2318 SE 2ND CT 129 283 EDMONDS AV SE 2322 SE 2ND CT 130 289 EDMONDS AV SE 2404 SE 2ND CT 131 295 EDMONDS AV SE 2412 SE 3RD ST 2408 SE 2ND CT 132 2408 SE 3RD ST 2405 SE 2ND PL 133 2404 SE 3RD ST 2329 SE 2ND PL 134 2400 SE 3RD ST 282 DAYTON AV SE 2323 SE 2ND PL 135. 276 DAYTON AV SE 2319 SE 2ND PL 136 272 DAYTON AV SE 2315 SE 2ND PL 252 CAMAS AV SE 137 268 DAYTON AV SE 263 DAYTON AV SE 138 264 DAYTON AV SE 139 1920 MAPLE VALLEY HWY RECLARATION OF COVENANT RINGEL & ASSOCIATES RLS P.O. BOX 742 ID. $986 CASCADE, IDAHO WA. #23613 83611 MT. #7917 (208) 382-4230 KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREIN PLATTED, HEREBY CERTIFY THAT (1) WE HAVE ESTABLISHED A HOMEOWNERS ASSOCIATION IN ACCORDANCE WITH WASHINGTON STATE LAW AND (2) THE DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, EASEMENTS & RESTRICTIONS RECORDED UNDER KING COUNTY RECORDING NUMBER THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT, IN CONSIDERATION OF THE BENEFITS TO ACCRUE FROM THIS SUBDMISION, BY SIGNING THIS PLAT HEREBY CONVEY THE BENEFITS AND BURDENS OF THE EASEMENTS SET FORTH ON THIS PLAT TO ANY AND ALL FUTURE OWNERS OF THE LOTS AND TRACTS AS SUCH EASEMENTS RELATE THERETO. 2Q0002.02,001392 SPECIFIES THAT THE OWNER OF EACH LOT OF THIS PLAT (EXCEPT LOT 130, WHICH IS NOT A RESIDENTIAL LOT) IS A MEMBER OF THE HOMEOWNERS ASSOCIATION. JOB NO. MC99026 JAN . 27, 2000 E pF a | 4 . SHT 9 OF 13 LA COLINA 2000020200130 I43 2b LUA—99—159—F LND-—10-—0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON PARCEL A (PROPERTY OWNED BY GARY MERLINO CONSTRUCTION CO., INC., A WASHINGTON CORPORATION): ALL THAT PORTION OF THE NORTHEAST QUARTER AND OF GOVERNMENT LOTS 7 AND 8 WITHIN SECTION 17, TOWNSHIP 25 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 252.25 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED AS POINT “A"; THENCE SOUTH 89°45'17° EAST A DISTANCE OF 526.41 FEET; THENCE SOUTH 88°52'04" EAST A DISTANCE OF 799 FEET TO THE EAST LINE OF SECTION 17; THENCE SOUTH, ALONG SAID EAST LINE, TO THE EAST QUARTER CORNER OF ' “SECTION 17; THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 (SR #169) (MAPLE VALLEY HIGHWAY); THENCE, IN A GENERAL NORTHWESTERLY DIRECTION, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE TO AN INTERSECTION WITH A LINE THAT LIES NORTH 89°45'17" WEST A DISTANCE OF - 653.91 FEET FROM POINT "A"; THENCE SOUTH 80°45'17" EAST A DISTANCE OF 653.91 FEET TO POINT "A® AND THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITH THE FOLLOWING: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH 01°07’56" EAST ALONG THE WEST LINE OF SAID SUBDIMISION 252.25 FEET TO THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NO. 8504250890; THENCE SOUTH 89°44'55" EAST ALONG SAID NORTH LINE 200.26 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE SOUTH 89°44'55" EAST 326.15 FEET TO AN ANGLE POINT IN SAID NORTH LINE; THENCE CONTINUING ALONG SAID NORTH LINE SOUTH 88°56'37" EAST 273.78 FEET; Li LEAVING SAID NORTH LINE SOUTH 00°44'31” EAST 26.19 THENCE NORTH 89°56'16" WEST 50.12 FEET; THENCE NORTH 88°31'40° WEST 64.69 FEET; THENCE NORTH 89°42'05" WEST 54.25 FEET; THENCE NORTH 89°17'27" WEST 58.19 FEET; THENCE NORTH 88°59'39" WEST 46.76 FEET; THENCE NORTH 87°29'47" WEST 48.21 FEET; THENCE NORTH 72°57'02° WEST 81.34 FEET; THENCE SOUTH 80°14'28" WEST 52.34 FEET; THENCE NORTH 86°34'49" WEST 118.55 FEET; THENCE NORTH 84°00'58" WEST 30.55 FEET; THENCE NORTH 00°00'00" EAST 1.78 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B (PROPERTY OWNED BY LA PIANTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP) PARCEL 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95-—200—LLA, ACCORDING TO THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 9604239004, BEING A PORTION OF ier art, HALF OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5° W.M.; EXCEPT THAT PORTION THEREOF DEDICATED TO THE CITY OF RENTON FOR ROAD PURPOSES AS SHOWN ON THE DEED OF DEDICATION RECORDED UNDER RECORDING NO. 200001 19000765; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RINGEL & ASSOCIATES RLS P.O. BOX 742 ID. $986 CASCADE, IDAHO WA. #23613 83611 MT. #7917 (208) 382-4230 TRACTS THE TRACTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE UMITED PURPOSES LISTED BELOW AND ARE TO BE CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED BELOW: IBACT TRACT PURPOSE(S) CONVEYANCE THAT IS TO BE MADE EQLLOWING FINAL PLAT RECORDATION A LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION B LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION c LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION D LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION E PERMANENT OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION AND STORM DRAIN LINE F LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION G PRIVATE ROADWAY, EQUAL AND UNDIMDED ONE—QUARTER UTILITIES AND DRAINAGE INTERESTS ARE TO BE CONVEYED TO THE PURCHASERS OF EACH OF LOTS 32 THROUGH 35, WHICH INTERESTS IN PERPETUITY ARE TO BE TOGETHER WITH EACH OF THOSE RESPECTIVE LOTS H EMERGENCY VEHICLE TO THE HOMEOWNER’S ASSOCIATION ACCESS TO AND FROM BLAINE AVENUE NE, UTILITIES AND DRAINAGE i LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION AND PUBLIC UTILITY EASEMENT LANDSCAPE/OPEN SPACE K SHARED DRIVEWAY, UTILITIES AND DRAINAGE TO THE HOMEOWNER’S ASSOCIATION EQUAL AND UNDIVIDED ONE-HALF INTERESTS ARE TO BE CONVEYED TO THE PURCHASERS OF EACH OF LOTS 21 AND 22, WHICH INTERESTS IN PERPETUITY ARE TO BE TOGETHER rare EACH OF THOSE RESPECTIVE EQUAL AND UNDIMDED ONE-HALF INTERESTS ARE TO BE CONVEYED TO THE PURCHASERS OF EACH OF LOTS 11 AND 12, WHICH INTERESTS IN PERPETUITY ARE TO BE TOGETHER WITH EACH OF THOSE RESPECTIVE aq L SHARED DRIVEWAY, UTILITIES AND DRAINAGE LOTS M LANDSCAPE/OPEN SPACE TO THE HOMEOWNER’S ASSOCIATION N LANDSCAPE/OPEN TO THE HOMEOWNER’S ASSOCIATION SPACE/RECREATION SPACE 0 PRIVATE ROADWAY, EQUAL AND UNDMDED ONE—QUARTER UTIUTIES AND DRAINAGE INTERESTS ARE TO BE CONVEYED TO THE PURCHASERS OF EACH OF LOTS 2, 53, 4 AND 5, WHICH INTERESTS IN PERPETUITY ARE TO BE TOGETHER WITH EACH OF THOSE RESPECTIVE LOTS P LANDSCAPE/OPEN SPACE, TO THE HOMEOWNER’S ASSOCIATION DRAINAGE AND UTILITIES RESIDENTIAL BUILDINGS ARE PROHIBITED ON ALL OF TRACTS A THROUGH P. PRIVATE ROADWAY EASEMENTS AND MAINTENANCE OF THE PRIVATE ROADWAYS LYING WITHIN THEM NON-EXCLUSIVE EASEMENTS FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF PRIVATE ROADWAYS AND FOR INGRESS AND EGRESS ARE HEREBY DECLARED OVER, ALONG, ACROSS AND UPON THE ENTIRETY OF THE FOLLOWING DESIGNATED TRACTS. SUCH EASEMENTS SHALL RUN WITH THE LAND (1) BURDENING THOSE TRACTS AND (2) BENEFITING THE LOTS SPECIFIED AS "LOTS BENEFITED BY PRIVATE ROADWAY EASEMENT” IN THE FOLLOWING TABLE: TRACT BURDENED BY LOTS BENEFITED BY PRIVATE PRIVATE ROADWAY EASEMENT ROADWAY EASEMENT TRACT G LOTS 32 THROUGH 35 TRACT O LOTS 2, 3, 4 AND 5 THE OWNER(S) OF ALL OF THE LOTS THAT ARE BENEFITED BY A PARTICULAR PRIVATE ROADWAY EASEMENT SHALL HAVE THE PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE PRIVATE ROADWAY LYING WITHIN THE CORRESPONDING BURDENED TRACT, WITH THE COSTS THEREOF TO BE SHARED ON A PRO RATA BASIS AS TO THE TOTAL NUMBER OF LOTS BENEFITED BY THE EASEMENT. SHARED DRIVEWAY EASEMENTS AND MAINTENANCE OF THE SHARED DRIVEWAYS YONG WITHIN THEM NON-EXCLUSIVE EASEMENTS FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF SHARED DRIVEWAYS AND FOR INGRESS AND EGRESS ARE HEREBY DECLARED OVER, ALONG, ACROSS AND UPON THE ENTIRETY OF THE FOLLOWING DESIGNATED TRACTS. SUCH EASEMENTS SHALL RUN WITH THE LAND (1) BURDENING THOSE TRACTS AND (2) BENEFITING THE LOTS SPECIFIED AS “LOTS BENEFITED BY SHARED DRIVEWAY EASEMENT” IN THE FOLLOWING TABLE: TRACT BURDENED BY LOTS BENEFITED BY SHARED SHARED DRIVEWAY EASEMENT DRIVEWAY EASEMENT TRACT K LOTS 21 AND 22 TRACT L LOTS 11 AND 12 THE OWNER(S) OF ALL OF THE LOTS THAT ARE BENEFITED BY A PARTICULAR SHARED DRIVEWAY EASEMENT SHALL HAVE THE PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE SHARED DRIVEWAY LYING WITHIN THE CORRESPONDING BURDENED TRACT, WITH THE COSTS THEREOF TO BE SHARED Salty RATA BASIS AS TO THE TOTAL NUMBER OF LOTS BENEFITED BY THE RETAINING WALL AND DRAINAGE EASEMENT AND MAINTENANCE OF THE RETAINING WALL AND DRAIN(S) LYING WITHIN IT A NON-EXCLUSIVE EASEMENT FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF (A) A CONCRETE RETAINING WALL, (B) THE WALL BACKSLOPE WITHIN THE EASEMENT, AND (C) DRAIN LINE(S) DRAINING THE WALL IS HEREBY DECLARED OVER, UNDER, ALONG AND ACROSS (I) EACH PORTION OF LOTS 6, 7, 8 AND 9 AND TRACT N DEPICTED ON THE MAP PAGES OF THIS FINAL PLAT AS A “RETAINING WALL AND DRAINAGE EASEMENT”. THIS EASEMENT SHALL RUN WITH THE LAND (1) BURDENING THOSE LOTS AND THAT TRACT AND (2) BENEFITING THE HOMEOWNER’S ASSOCIATION. THE HOMEOWNER’S ASSOCIATION SHALL HAVE THE RIGHT AND DUTY TO MAINTAIN AND REPAIR THE CONCRETE RETAINING WALL, THE WALL BACKSLOPE WITHIN THE RETAINING WALL EASEMENT, AND THE DRAIN LINE(S) BEHIND AND PROTRUDING THROUGH THE WALL. AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN LIE WITHIN ZONES 1 AND 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF CITY OF RENTON ORDINANCE NO. 4367 AS AMENDED BY ORINANCE NO. 4740. THIS CITY’S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT IT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER(S)’ RESPONSIBILITY TO PROTECT THE CITY’S DRINKING WATER. peng JOB NO. MC99026 SHT 10 OF 13 JAN. 27, 2000 POR. OF NE. 1 AND POR. O FRANCHISE UTILITY EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND CONVEYED TO PUGET SOUND ENERGY COMPANY (THE ELECTRIC POWER AND NATURAL GAS COMPANY), U.S. WEST (THE TELEPHONE AND TELECOMMUNICATIONS SERVICES COMPANY), AT&T CABLE SERVICES (A TELEVISION AND TELECOMMUNICATIONS CABLE COMPANY), AND ALL OTHER TELECOMMUNICATIONS COMPANIES AND ALL OF THEIR RESPECTIVE SUCCESSORS AND ASSIGNS ALONG, ACROSS, UNDER AND UPON (A) TRACTS G, H, K, L, AND O AND (B) THE PORTIONS OF ALL LOTS, TRACTS AND OPEN SPACES WITHIN THE PLAT LYING WITHIN TEN (10) FEET OF ALL PUBLIC STREETS (WHETHER NOT SUCH PUBLIC STREETS ARE WITHIN OR OUTSIDE OF THE PLAT) WITHIN WHICH TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, AND ENLARGE UNDERGROUND PIPES, CONOUITS, CABLES AND WIRES WITH ALL NECESSARY OR CONVENIENT UNDERGROUND OR GROUND—MOUNTED APPURTENANCES THERETO FOR THE PURPOSE OF SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, GAS, TELEPHONE, TELEVISION CABLE, COMMUNICATION CABLE AND OTHER UTILITY SERVICES, TOGETHER WITH THE RIGHT TO ENTER UPON THE STREETS AND ABOVE-MENTIONED EASEMENT AREAS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES SHALL BE PLACED UPON ANY LOT ies SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A CITY OF RENTON SEWER AND WATER EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND CONVEYED TO THE CITY OF RENTON AND THE CITY'S SUCCESSORS AND ASSIGNS ALONG, ACROSS, UNDER AND UPON (A) TRACTS G, H, K, L, AND O AND (B) THE PORTIONS OF ALL LOTS, TRACTS AND OPEN SPACES WITHIN THE PLAT LYING WITHIN TEN (10) FEET OF ALL PUBLIC STREETS (WHETHER OR NOT SUCH PUBLIC STREETS ARE WITHIN OR OUTSIDE OF THE PLAT) WITHIN WHICH TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, AND ENLARGE UNDERGROUND SEWER AND WATER MAINS, SERVICES AND ALL NECESSARY OR CONVENIENT UNDERGROUND OR GROUND-—MOUNTED APPURTENANCES THERETO FOR THE PURPOSE OF SERVING THE SUBDMSION AND OTHER PROPERTY WITH SEWER AND WATER SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE STREETS AND THE ABOVE-MENTIONED EASEMENT AREAS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. IN ADDITION, EASEMENTS FOR A SEWER MAIN ONLY AND APPURTENANCES THERETO ARE HEREBY RESERVED FOR AND CONVEYED TO THE CITY OF RENTON AND THE CITY’S SUCCESSORS AND ASSIGNS ALONG, ACROSS, UNDER AND UPON THE PORTIONS OF LOTS 1, 15, 34 AND 36 AS ARE DEPICTED AS A “SANITARY SEWER EASEMENT” UPON THIS FINAL PLAT. SIDE SEWER EASEMENTS NON-EXCLUSIVE EASEMENTS FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF SEWER SERVICE LINES AND APPURTENANCES THERETO ARE HEREBY DECLARED ALONG, ACROSS, UNDER AND UPON (A) THE PORTIONS OF THE FOLLOWING LOTS THAT ARE DEPICTED ON THE MAP PAGES OF THIS FINAL PLAT AS “SIDE SEWER EASEMENT”. SUCH EASEMENTS SHALL RUN WITH THE LAND (1) BURDENING THOSE LOTS AND (2) BENEFITING THE LOTS SPECIFIED AS "LOTS BENEFITED BY ‘SIDE SEWER EASEMENT’ IN THE FOLLOWING TABLE: LOTS BURDENED BY “SIDE SEWER EASEMENT” LOTS BENEFITED BY “SIDE SEWER EASEMENT” LOT 36 LOT 37 LOT 62 LOT 63 LOT 124 LOT 125 THE OWNER(S) OF EACH LOT THAT IS BENEFITED BY SUCH A SIDE SEWER EASEMENT PURSUANT TO THIS FINAL PLAT SHALL HAVE THE PERPETUAL DUTY TO MAINTAIN AND REPAIR THE SEWER SERVICE LINES AND APPURTENANCES sane (LYING WITHIN THE EASEMENT) THAT PROVIDE UTILITY SERVICE TO RINGEL & ASSOCIATES RLS P.O. BOX 742 ID. $986 CASCADE, IDAHO WA. #23613 83611 MT. #7917 (208) 382-4230 JOB NO. MC99026 LA COLINA PRIVATE DRAINAGE EASEMENTS AND MAINTENANCE OF STORM DRAINS LYING WITHIN THEM NON-EXCLUSIVE EASEMENTS FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF PRIVATE STORM DRAINS AND APPURTENANCES THERETO ARE HEREBY DECLARED ALONG, ACROSS, UNDER AND UPON (A) THE PORTIONS OF THE FOLLOWING LOTS THAT ARE DEPICTED ON THE MAP P, OF THIS FINAL PLAT AS “PRIVATE DRAINAGE EASEMENT” AND “RETAINING WALL AND DRAINAGE EASEMENT” AND (B) THE ENTIRETY OF THE FOLLOWING DESIGNATED TRACTS. SUCH EASEMENTS SHALL RUN WITH THE LANO (1) BURDENING THOSE LOTS AND TRACTS AND (2) BENEFITING THE LOTS SPECIFIED AS “LOTS IN THIS PLAT AND/OR EXTERIOR LOT(S) BENEFITED FOR DRAINAGE PURPOSES BY ‘PRIVATE DRAINAGE EASEMENT’ AND/OR BY ‘RETAINING WALL AND DRAINAGE EASEMENT’ IN THE FOLLOWING TABLE: LOT/TRACT BURDENED BY PRIVATE DRAINAGE EASEMENT"AND/OR OR BY "RETAINING WALL AND DRAINAGE EASEMENT” LOT(S) IN THIS PLAT AND/OR EXTERIOR LOT(S) BENEFITED FOR DRAINAGE PURPOSES BY “PRIVATE DRAINAGE EASEMENT” AND/OR BY “RETAINING WALL AND DRAINAGE EASEMENT” LOT 7 LOT 6 LOT 8 LOT 9 LOT 11 LOT 12 LOT 34 LOT 4, BLOCK 1, MONTEREY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME SO OF PLATS, AT PAGE 36, RECORDS OF KING COUNTY, WASHINGTON LOT 35 LOT 34 (OF THIS PLAT) AND LOT 4, BLOCK 1, MONTEREY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME SO OF PLATS, AT PAGE 36, RECORDS OF KING COUNTY, WASHINGTON LOT 36 LOTS 34 AND 35 (OF THIS PLAT) AND LOT 4, BLOCK 1, MONTEREY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 50 OF PLATS, AT PAGE 36, RECORDS OF KING COUNTY, WASHINGTON LOT 37 LOTS 34, 35 AND 36 (OF THIS PLAT) AND LOT 4, BLOCK 1, MONTEREY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 50 OF PLATS, AT PAGE 36, RECORDS OF KING COUNTY, WASHINGTON LOT 38 LOTS 34, 35, 36 AND 37 (OF THIS PLAT) AND LOT 4, BLOCK 1, MONTEREY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 50 OF PLATS, AT PAGE 36, RECORDS OF KING COUNTY, WASHINGTON LOT 39 LOTS 40 AND 41 LOT 40 LOT 41 LOT 42 LOT 43 LOT 90 LOTS 44 AND 91 LOT 93 LOTS 92 AND 94 LOT 96 LOTS 95, 97 AND 98 LOT 97 LOT 98 LOT 100 LOTS 99, 101, 102 AND 103 LOT 101 LOTS 102 AND 103 LOT 102 LOT 103 LOT 104 LOTS 105, 106 AND 107 LOT 105 LOTS 106 AND 107 LOT 106 LOT 107 TRACT G LOTS 32 THROUGH 35 LOTS 21 AND 22 LOTS 11 AND 12 2000020200130! 193 27 LUA—99-—159—F LND-—10-—0302 4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. SE.,W.M. NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 56.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON THE OWNER(S) OF EACH LOT WITHIN THIS FINAL PLAT THAT IS BURDENED BY SUCH A PRIVATE DRAINAGE EASEMENT PURSUANT TO THIS FINAL PLAT SHALL HAVE THE PERPETUAL DUTY TO MAINTAIN AND REPAIR THE PORTION(S) OF THE PRIVATE STORM DRAIN(S) (AND ANY APPURTENANCES THERETO) ACTUALLY LYING WITHIN THE PRIVATE DRAINAGE EASEMENT PORTION OF SAID LOT (EXCEPT THAT THE OWNER OF TRACT N SHALL HAVE THE RESPON FOR MAINTAINING ANO REPAIRING THE DRAIN(S) LYING WITHIN THE "RETAINING WALL AND DRAINAGE EASEMENT” THAT ARE INTENDED TO SERVE THE RETAINING WALL LYING WITHIN THAT EASEMENT). THE OWNER(S) OF EACH TRACT THAT IS BURDENED BY SUCH A PRIVATE DRAINAGE EASEMENT SHALL JOINTLY HAVE THE PERPETUAL DUTY TO MAINTAIN AND REPAIR THE PORTION(S) OF THE PRIVATE STORM DRAIN(S) IF ANY (AND ANY APPURTENANCES THERETO) ACTUALLY LYING WITHIN SAID TRACT. (THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO INSPECT AND/OR REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER’S COST.) Nis ANL AIN TEN LY . LIAL ah, ATE STORM DRAINS LYING WITHIA NON-EXCLUSIVE EASEMENTS FOR INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT OF (A) UTILITY SERVICE LINES AND APPURTENANCES THERETO (FOR WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, CABLE TELEVISION, CABLE TELECOMMUNICATIONS SERVICES AND ANY OTHER UTILITY SERVICES) AND (B) PRIVATE STORM DRAINS AND APPURTENANCES THERETO ARE HEREBY DECLARED ALONG, ACROSS, UNDER AND UPON (A) THE PORTIONS OF THE FOLLOWING LOTS THAT ARE DEPICTED ON THE MAP PAGES OF THIS FINAL PLAT AS “PRIVATE UTILITY AND DRAINAGE EASEMENT” AND (B) THE ENTIRETY OF THE FOLLOWING DESIGNATED TRACTS. SUCH EASEMENTS SHALL RUN WITH THE LAND (1) BURDENING THOSE LOTS AND TRACTS AND (2) BENEFITING THE LOTS SPECIFIED AS “LOTS BENEFITED BY ‘PRIVATE UTILITY DRAINAGE EASEMENT’ AND/OR BY ‘RETAINING WALL AND DRAINAGE EASEMENT” IN THE FOLLOWING TABLE: LOTS BENEFITED BY “PRIVATE UTILITY AND DRAINAGE EASEMENT” LOT/TRACT BURDENED BY “PRIVATE UTILITY AND DRAINAGE EASEMENT” LOT 3 LOT 2 LOT 4 LOTS 2 AND 35 LOT 5 LOTS 2, 3 AND 4 LOT 10 LOTS 11 AND 12 LOT 11 LOT 12 LOT 22 LOT 21 LOT 23 LOTS 21 AND 22 LOT 31 LOTS 32, 33, 34 AND 35 LOT 32 LOTS 335, 34 AND 35 LOT 33 LOT 34 AND 35 LOT 34 LOT 35 TRACT G LOTS 32 THROUGH 35 TRACT K LOTS 21 AND 22 TRACT L LOTS 11 AND 12 TRACT O LOTS 2, 3, 4 AND 5 TRACT P LOTS 1 AND 2 THE OWNER(S) OF EACH LOT THAT IS BENEFITED BY SUCH A PRIVATE UTILITY AND DRAINAGE EASEMENT PURSUANT TO THIS FINAL PLAT SHALL HAVE THE PERPETUAL DUTY TO MAINTAIN AND REPAIR (OR CAUSE THE RELEVANT UTILITY PURVEYOR(S) TO MAINTAIN AND REPAIR) THE UTILITY SERVICE LINES AND . APPURTENANCES THERETO THAT PROVIDE UTILITY SERVICE TO SUCH I LOT (PROVIDED, HOWEVER, IN THE CASE OF MORE THAN ONE LOT BEING SERVED BY A UTILITY SERVICE LINE AND UNLESS THE UTILITY PURVEYOR(S) BEAR THE COST OF MAINTENANCE AND REPAIR, THE OWNER(S) OF THE LOTS BEING SERVED SHALL EQUALLY SHARE THE COSTS OF THE MAINTENANCE AND REPAIR FOR THE LINE AND APPURTENANCES INVOLVED BASED UPON THE | NUMBER OF LOTS THAT ARE SERVED BY THE PORTION OF THE LINE AND APPURTENANCES INVOLVED). FURTHER, THE OWNER(S) : OF EACH LOT OR TRACT THAT IS BURDENED BY SUCH A PRIVATE UTILITY AND DRAINAGE EASEMENT SHALL JOINTLY HAVE THE PERPETUAL DUTY TO MAINTAIN AND REPAIR THE PORTION(S) OF THE PRIVATE STORM DRAIN(S) IF ANY (AND ANY APPURTENANCES THERETO) ACTUALLY LYING WITHIN SAID LOT OR TRACT. Gn 33 gone SHT 11 OF 13 FP-99- | 549 2000020200130 |93 2D LUA—99-—159—F LND-— 10-0302 LA COLINA POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5E.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON NATIVE GROWTH PROTECTION EASEMENT TRACT E IS AN AREA OF GENERALLY STEEP SLOPES. ALL OF TRACT E (EXCEPT FOR THE PRIMARY DRAINAGE EASEMENT THAT IS DEPICTED ON THE PLAT CROSSING TRACT E) IS HEREBY DECLARED TO BE A NATIVE GROWTH PROTECTION EASEMENT (°NGPE”). THIS DECLARATION OF THE NGPE CONVEYS TO THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION, A BENEFICIAL INTEREST IN THE LAND SO ENCUMBERED. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NGPE PROHIBITS ALL PRESENT AND FUTURE OWNER(S) OF TRACT E FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE (A) IN RELATION TO THE MAINTENANCE, REPAIR OR REPLACEMENT OF (1) THE STORM DRAIN PIPE THAT LIES WITHIN THE PRIMARY DRAINAGE EASEMENT THAT CROSSES TRACT E OR ll) APPURTENANCES TO THAT PIPE OR (B) PURSUANT TO EXPRESS WRITTEN PERMISSION OF E CITY OF RENTON. THIS PROHIBITION SHALL BE ENFORCEAQLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED FOR ABOVE, THE OWNER(S) OF TRACT E MAY NOT CUT, PRUNE, COVER THE EMERGENCY ACCESS ROADWAY AND ANY ACCESSORY DRAINAGE FACILITIES LOCATED WITHIN TRACT H SHALL BE OWNED, OPERATED, AND MAINTAINED BY THE HOMEOWNER’S ASSOCIATION CREATED FOR THIS PLAT UNTIL. SUCH TIME (iF EVER) THE CITY OF RENTON ASSUMES MAINTENANCE RESPONSIBILITY FOR SUCH FACILITIES. PRIOR TO AN ASSUMPTION BY THE CITY OF RENTON OF MAINTENANCE RESPONSIBILITIES OF THE EMERGENCY ACCESS ROADWAY AND ANY ACCESSORY DRAINAGE FACILITIES LOCATED WITHIN TRACT H, (A) THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER TRACT H TO INSPECT SUCH ROADWAY AND ANY ACCESSORY DRAINAGE FACILITIES AND REPAIR ANY DEFICIENCIES THEREOF IN THE EVENT THE HOMEOWNER’S ASSOCIATION FAILS TO MAINTAIN OR REPAIR THEM AND (8) THE COST OF SUCH REPAIRS MADE BY THE CITY OF RENTON SHALL BE REIMBURSED TO THE CITY BY THE HOMEOWNER'S ASSOCIATION WITHIN 90 DAYS OF THE CITY'S DEMAND; PROVIDED, HOWEVER, THAT IF AND TO THE EXTENT THE HOMEOWNER'S ASSOCIATION FAILS TO REIMBURSE THE CITY FOR SUCH COSTS WITHIN 90 DAYS OF THE CITY'S DEMAND, THE OWNER(S) OF EAGH OF LOTS 1 THROUGH 138 SHALL UPON THE CITY’S DEMAND REIMBURSE WITH FILL, REMOVE OR DAMAGE THE VEGETATION WITHIN IT; PROVIDED, HOWEVER, THAT THE THE CITY, B0@ +A :1/138TH: SHARE OF SUCH OTHERWISE—UNREIMBURSED COST, WHICH SHARE OWNER(S) MAY INSTALL LANDSCAPING WITHIN IT. THE RIGHT OF ENTRY GRANTED HEREIN SHALL SHALL BEC TO ‘BE A WEN AGAINST EACH OF SAID LOTS UNTIL PADD BY THE OWNER(S) APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNER(S) OR SUBSEQUENT OF THE PAR AR LOT-IN QUESTION. (THE LIEN AGAINST ANY PARTICULAR LOT SHALL BE OWNER(S) OF THE UNDERLYING PROPERTY. 5) LLY RELEASED UPON siya TO THE CITY OF THAT LOT'S 1/138TH SHARE’! ~UNREIMBURSED COST AN EASEMENT FOR THE INSTALLATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF DRAINAGE FACILITIES IS HEREBY DECLARED OVER, UNDER, ALONG AND ACROSS THE PORTIONS OF THE PROPERTY DEFINED ON THE PLAT AS “PRIMARY DRAINAGE EASEMENTS”. THESE EASEMENTS SHALL RUN WITH THE LAND, BENEFITING ALL OF THE LOTS AND TRACTS WITHIN THE PLAT (AND THE RESPECTIVE OWNER(S) THEREOF FROM TIME-TO-TIME) AND BURDENING THE PARTICULAR LANDS ACROSS WHICH SUCH EASEMENTS RUN. THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIMARY DRAINAGE EASEMENTS SHALL BE OWNED, OPERATED, AND MAINTAINED BY THE HOMEOWNER’S ASSOCIATION CREATED FOR THIS PLAT UNTIL SUCH TIME (IF EVER) THE CITY OF RENTON ASSUMES OPERATION AND MAINTENANCE RESPONSIBILITY FOR SUCH FACILITIES. PRIOR TO AN ASSUMPTION BY THE CITY OF RENTON OF OPERATION AND/OR MAINTENANCE RESPONSIBILITIES OF THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIMARY DRAINAGE EASEMENTS SHOWN ON THIS PLAT, (A) THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO INSPECT AND/OR REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE HOMEOWNER’S ASSOCIATION FAILS TO MAINTAIN OR REPAIR THEM AND (B) THE COST OF SUCH REPAIRS MADE BY THE CITY OF RENTON SHALL BE REIMBURSED TO THE CITY BY THE HOMEOWNER’S ASSOCIATION WITHIN 90 DAYS OF THE CITY’S DEMAND; PROVIDED, HOWEVER, THAT IF AND TO THE EXTENT THE HOMEOWNER’S ASSOCIATION FAILS TO REIMBURSE THE CITY FOR SUCH COSTS WITHIN 90 DAYS OF THE CITY’S DEMAND, THE OWNER(S) OF EACH OF LOTS 1 THROUGH 138 SHALL UPON THE CITY’S DEMAND REIMBURSE THE CITY FOR A 1/138TH SHARE OF SUCH OTHERWISE—UNREIMBURSED COST, WHICH SHARE SHALL BE DEEMED TO BE A LIEN AGAINST EACH OF SAID LOTS UNTIL PAID BY THE OWNER(S) OF THE PARTICULAR LOT IN QUESTION. (THE LIEN AGAINST ANY PARTICULAR LOT SHALL BE DEEMED AUTOMATICALLY RELEASED UPON PAYMENT TO THE CITY OF THAT LOT'S 1/138TH SHARE OF SAID OTHERWISE-UNREIMBURSED COST.) AFTER (AND TO THE EXTENT OF) AN ASSUMPTION BY THE CITY OF RENTON OF OPERATION AND/OR MAINTENANCE RESPONSIBILITIES OF SOME OR ALL OF THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIMARY DRAINAGE EASEMENTS SHOWN ON THIS PLAT, THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO OPERATE, MAINTAIN AND REPAIR THE DRAINAGE FACILITIES AT THE CITY’S COST. WITHIN. IT AN EASEMENT FOR THE INSTALLATION, MAINTENANCE, REPAIR, RECONSTRUCTION AND EMERGENCY USE OF AN EMERGENCY ACCESS ROADWAY AND ANY ACCESSORY DRAINAGE IMPROVEMENTS |S HEREBY DECLARED OVER, UNDER, ACROSS AND ALONG TRACT H. THIS EASEMENT SHALL RUN WITH THE LAND, (1) BENEFITING (A) THE CITY OF RENTON (ONLY TO THE EXTENT OF EMERGENCY VEHICLE USE OF THE EASEMENT) AND (B) ALL OF THE LOTS AND TRACTS WITHIN THE Las (AND THE RESPECTIVE OWNER(S) THEREOF FROM TIME—TO-TIME) AND (2) BURDENING a" RINGEL & ASSOCIATES patep:_ 4° %/-00 AN ASSUMPTION BY THE CITY OF RENTON OF MAINTENANCE ACCESS ROADWAY AND ANY ACCESSORY DRAINAGE WITHIN TRACT H, THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER pg Rg len AND REPAIR SUCH ROADWAY AND ANY ACCESSORY DRAINAGE FACILITIES AT THE CITY'S COST. IN ADDITION TO ANY OTHER HOMEOWNER’S ASSOCIATION MAINTENANCE AND REPAIR OBLIGATIONS DESCRIBED ON THIS PLAT, THE HOMEOWNER’S ASSOCIATION CREATED FOR THIS PLAT SHALL HAVE THE DUTY TO MAINTAIN TRACTS A, B, C, D, E, F, |, J, L, M, N, AND P, INCLUDING WITHOUT LIMITATION THE DUTY TO MAINTAIN AND REPAIR (1) ANY AND ALL LANDSCAPING, LANDSCAPE IRRIGATION SYSTEMS, AND SIGNAGE IMPROVEMENTS LYING WITHIN TRACTS A, B, C, D, F, |, J, L, M, N, AND P, (2) ANY AND ALL RECREATION FACILITIES WITHIN TRACT N, AND (3) THE STEEP SLOPES WITHIN TRACT E. ADDITIONAL NOTES AND RESTRICTIONS ~ ‘ RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON MAY 16, 1972, UNDER RECORDING NO. 7205160513. NO LONGER APPLICABLE UPON RECORDING OF THIS PLAT. RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 4264136, RESERVING TO THE GRANTOR ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME, AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MAKE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY. RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION THEREFOR, TO ACQUIRE RIGHTS—OF—WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN DEED REFERRED TO ABOVE IN THE IMMEDIATELY PRECEDING PARAGRAPH. EASEMENT ANO THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF GUY WIRES AND nar PER RECORDING NO. 7405160470. (RELATES TO PORTION OF TRACT E OF THIS PLAT. TERMS AND CONDITIONS OF “AGREEMENT REGARDING REMOVAL OF CONCRETE PAD AND DEBRIS AND REGARDING CONFIRMATION OF BOUNDARY LINE” AS RECORDED UNDER KING COUNTY RECORDING NO. 9802120538. (RELATES TO LOT 34 OF THIS PLAT.) TERMS AND CONDITIONS OF “AGREEMENT REGARDING CONFIRMATION OF BOUNDARY LINE AND GRANT OF EASEMENT” AS RECORDED UNDER KING COUNTY RECORDING NO. 9802120539. (RELATES TO LOTS 33 AND 34 OF THIS PLAT.) TERMS AND CONDITIONS OF “AGREEMENT REGARDING CONFIRMATION OF BOUNDARY LINE AND GRANT OF EASEMENT” AS RECORDED UNDER KING COUNTY RECORDING NO. 9812311787, AS RATIFIED BY INSTRUMENTS RECORDED UNDED KING COUNTY RECORDING NOS. 9906101088 AND 19990712002113. (RELATES TO LOTS 31 AND 32 OF THIS PLAT.) TERMS AND CONDITIONS OF “CONFIRMATION OF BOUNDARY LINE AND GRANT OF EASEMENT” AS PUT) UNDER KING COUNTY RECORDING NO. 9812311788. (RELATES TO LOT 31 OF THIS PLAT. RLS P.O. BOX 742 TERMS AND CONDITIONS OF “AGREEMENT REGARDING CONFIRMATION OF BOUNDARY LINE AND ID. $986 CASCADE, IDAHO COUNTS REGARDING EXISTING TREE ALONG THE BOUNDARY” AS RECORDED UNDER KING WA. #23613 83611 ECORDING NO. 9906101087". (RELATES TO LOT 34 OF THIS PLAT.) P99 _ 154 MT. #7917 (208) 382-4230 JOB NO. MC99026 JAN. 27, 2000 SHT 12 OF 13 OWNERS OF INTEREST IN THE LANO HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBOMSION 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 WITH 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. sf FURTHER, THE UNDERSIGNED OWNERS OF THE. LAND HEREBY SUBDMDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBOMDED AGREE FOR THEMSELVES, THEIR HEIRS, SUCCESSORS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDMSION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THE SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION; PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. 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. GARY MERLINO CONSTRUCTION CO., INC., A WASHINGTON CORPORATION BY: : DONALD J. iin PRESIDENT LA PIANTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP BY: METRO LAND DEVELOPMENT, INC., A WASHINGTON CORPORATION, ITS GENERAL PARTNER RLS P.O. BOX 742 ID. $986 CASCADE, IDAHO WA. #23613 83611 MT. $7917 (208) 382-4230 | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT DONALD J. MERLINO IS THE PERSON WHO APPEARED BEFORE ME AND ACKNOWLEDGED THAT HE SIGNED THE INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS A PRESIDENT OF GARY MERLINO CONSTRUCTION CO., INC., A WASHINGTON | CORPORATION, TO BE THE FREE AND VOLUNTARY ‘ACT OF SUCH CORPORATION FOR THE USES AND PURPOSES MENTIONED IN TH INSTRUMENT. DATED: uP ce SGMTRE Davie L. Ha linen, Note pli TLE M4rcu 10, MY APPOINTMENT EXPIRES > 200 2 STATE OF WASHINGTON ; ss. COUNTY OF KING ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT M.A. SEGALE IS THE PERSON WHO APPEARED BEFORE ME AND ACKNOWLEDGED THAT HE SIGNED THE INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS PRESIDENT OF METRO LAND DEVELOPMENT, INC., A WASHINGTON CORPORATION, IN ITS CAPACITY AS THE GENERAL PARTNER OF LA PIANTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP, TO BE THE FREE AND VOLUNTARY ACT OF SUCH LIMITED PARTNERSHIP FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. _— DATED: | HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL EXAMINED AND __f___ bay OF FethuMt/ 2000 : () FINANCE DIRECTOR _/ OF _ RENTON) EXAMINED AND APPROVED THIS 1 Day oF FEBRU Pode , 2000 Nx, rey ) Uy e / Uy TED ee Maayyi ) AND APPROVED THIS ___"___ iG 4 , 2000 A Lp a cneemae - KING COUNTY ASSESSOR 2000020200 130 | 93-29 7 LA COLINA LUA-99-159-F] LND-—10-—0302 POR. OF NE. 1/4 & GOV. LOTS 7 & 8 OF SEC. 17, TWP. 23N., RGE. 5£E.,W.M. AND POR. OF NW. 1/4 & SW 1/4 OF SEC. 16, TWP. 23N., RGE. 5€.,W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON nape ee OF eetat KING COUNTY DEPARTMENT OF ASSESSMENTS KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED COUNTY OF KING } Ss. nee D AND APPROVED THIS <2 , 2000 Sere WeBle Clavie Maukins DEPUTY KING COUNTY ASSESSOR ‘ ACCOUNT “NUMBER (6 62.325 - 7072, (7 dJoS- Joo Z- 70dS- 1/997 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ND DAY OF 2000, AT {0 MINUTES PAST P_.M. AND RECORDED IN ‘VOLUME _19 OF PLATS. PAGES _I°72 _. THROUGH sD INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. DIVISIONS OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS KING COUNTY FINANCE DIRECTOR'S CERTIFICATE | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT 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 FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. NED AND APPROVED THIS and DAY OF ee , 2000 we “ HINAW EE TREASURY DIMSION ( sy “Orica” 5% x > S es. Gavry Holmes C ZL YW gin 3, BE MANAGER, TREASURY DIVISION s eeg 08 f LAND SURVEYOR'S CERTIFICATE | HEREBY CERTIFY THAT THIS PLAT OF LA COLINA IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 16 AND 17, TOWNSHIP 23 NORTH, RANGE 5 EAST OF W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AS NOTED ON THIS PLAT AND THAT | HAVE FULLY COMPLIED WITH THE oy: OF THE PLATTING REGULATIONS. 2-3/-2° FREDRICK D. CERTIFICATE NUMBER 23613 RINGEL AND ASSOCIATES PHONE: (206) 430-8922 D SURVEYOR JOB NO. MC99026 JAN. 27, 2000 SHT 13 OF 13