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HomeMy WebLinkAboutLUA 96-152 - Large Format wv TY ] | C.0.R. #1848 L ‘M S ‘ T / L °N B o e # L O T X V L 1 L S 3 M Z / t “ 3 S H L 4 0 y / L M N ‘ ¥ / b ° M , 6 S , 0 2 . 0 0 N V d W . L O L . v t 8 2 e (NORTH) 30' ROAD EASEMENT REC. #3293575 & GAS PIPELINE REC. #9002260368 = 158.59" 30° R REC. J an OL Wy O |; on NI 125.28 _ 72.04 69.04 LOT 4 LOT 8 LOT LINE ADJ. #96—110-LLA oo LOTA y Et] & ene z 10,644 sq.ft. On ga olO LOT LIN ; ~110— D S 0.24 acres o LOT LINE ADJ. #96—110—LLA ? 4 44225 NE. 8TH ST. 2 rslich #4209 N.E. 8TH ST. ° #4215 N.E 8TH ST. a> +4,557 sq.ft. *. eo} Oo +4,755 sq.ft. z O acres on} o aa +0.10 a lin o|- +0.11 acres aa > = 10.00’ PRIVATE SAN. SEWER mt /_' ESM'T SEE NOTE #4—PRIVATE ae ESM’T GEN. NOTES ON SHT. #1 * 32 _ ° = ro) ‘ ie fe BERS 3 -OlWw . = ie = m S'o S88°20'04"E 125.17" S -3 Oye mH “Soa, SOR +5,580 sq.ft. +4,943 sq.ft. > = nee t +0.13 acres +0.11 acres 3 > = 5.7 rs Cc ress oe ° m —D LOT § oo canes 74 on — LOT UNE ADJ. #96-110—-LLA o O - S q-STORY ; Z 11,135 sq.ft. Oo ” WwOOOD <% ~< 5 0.26 acres OW — * STRUCTURE 7 oe $B9°43'17" W £373 sa ee ra ae mM 66.22 ’ 4 = oO I . ane aa ry >e) Go Wig v > i) 65.04 os + aa - NO , —_ —I—~§ 49.00 PRIVATE IN— o 2 - ee ee lhl” lhll|lhe S89°43'17 W GRESS, EGRESS & 2 > O ; ms, 9.52 UTILITY ESM'T-SEE | LOT7 = pu “LOT 8 : OT + “nae A x2 24°50'05" 3 NOTE #3 PRIVATE [ie © 3.2 : ae | LO g = 6,005se8 R = 25.00’ 96—110—LLA )ESM'T GEN. NOTES > mo £6,004 sort. SPL. #836 O.| acre L = 10.84’ PL. NE. “ON SHT. #1 Z o> Scandia PARIBOF THIS SHORT PLAT) oD ! : he 6 5 . PLONE .?O.l4acres & Oo : i z 5 . ‘ > LOT 4 gv ome +6,099 sq.ft. =5p sq.ft. _ Meat +0.14 acres +0.12 -6¢eres oY — 2080’ PRIVATE UTILITY ESM'T < — | VATE 3 PROPOS ; s ° wa OTE al ASE abe mene OPOSED JORIVEW a ~, tli” . ory AM y , , 5.04 0) 4. ? Ly Fs | N88°20'04"W 156.09’ SOUTH LINE OF vn NORTH 255’ O o LOTS LOT 6 Df Zz _ £5,475 sq.ft. S INGRESS, EGRESS” O'c 3 us +11,408 sq.ft. ~ +0.13 acres on W46931 sa.ft. ESM TSE NOTE (74. = ia +026 acres a © 3 M i016 ccres 43 PRIVATE ESMIY 23-4, m — ‘ = ‘oO 7) oe PROVISIONS—SHT. ¥ a 3 3 15.00’ PUBLIC SAN. SEWER =v age genie = VACKUNa oo NEW LOT LINE EASEMENT—SEE NOTE | ASEMENT ; . 10" PUBLIC ETNDER PUBLIC 5 dL 6.00: —EXIST. LOT LINE #2 UNDER PUBLIC ESMT 9 CITY OF RENTON M’T GEN. NOTES ON SHT. #1 | N S NOTES — SHEET #1 a fo / ~, # 4 rs aes . 4 / / , . , : 7 * Pa “ ra Pa . 4 z- “ “ov nan. MOOR % x. — ah - NN “S O N G N, ‘. ~ PER PLAT ——— me “ L/ iA 7 7 ff id 7 7 a , Fd ana 7 / . J . 7 Pi - ’ , / “MC a a / rd 4 rd 4 7A fi. P 4 6 & ff . A . : y go os é > iF ig Ri ‘ . . ¥ v / +> 7 J L SBB17'58°E OTAL P DOD oa | ; Srl, YX "E25 al "of 90 sSTATESEIDIV, NO. SA sss | le 3 BE [950 A aes er Es 65 S 19637 Wr _ 10 +0 394 Dy 100 FH 10. [69 | e103. [ere Lewes S WS 10004 [Irs z I7 ¥ a4 19 =f Ci CEE: rn Ny: = ; 3.0 : S i 3 ek | 2212 B) s Nicks ‘ 0.40 Ac 679) OF 15 a 3 ie R. Cum L “ 135.38 = 28.69 a 2 & 6003} 600] 1329 | 6669 4% CO wh 11 Bes iy | eas. nésd 2 Be = | a oH | Bess 23) 154.35 Ralph R. Newton a w = | gs | 50 |= dl 7) rye 1.32 Ac. = gs A lgl| Ll LU sag 8 ° et iia oo S fg = : | g | #857 “|: - 5 14 IZ; 2 | way to | 9 | 8 45 : ay G43 2 519 = 316.38 2 73.31 | 70.85 | 6003 oes | ert 8 = er, So = “eh 1279.92 | yy . . S “9 af D4 2.94 AG. ral “4 | Fred Alberts eT ux | (95) A : 1278. 39 are © | Je------=<- Fred Alberts et vx 3,48 Ac. - é (78) “|: 1278.85 4: School District 403 3.23 AG. @\s Antoni ole WO pe —~— 1277.32 mn 4 He \ ba 0 Ln | ‘" | l\ \ He | HOWEN DEW | , N N E <n 8 Py ® @ a By bad! SCHOQL | | 1B, $? |) L800 |. School District 403 J.62 AC. 3 ce le : : | 2 e * | . i | | | TR on ct:| | a ) | ats | ly 2 & He — T.) Se Pe *h \ reac | Fe 2 (NE _ 8TH - = t I ° | i! om 32 Ac t: O.37A8 ---=-- 4 ch: 0.25 S| e| R766 "@ Z =] } Ac 0.25 Ac ow, a 9g ? 7 r a & TRACT 102 : 0.25 12 Ac. Bl A756] 4 ) 603 at © 1S2 146.02 be 43.08 60.03 | €04 | 7 49 52] Ser o4 By 5a af 47.83 rn Ss 3 S gy = Me 784 | wo ly ¥ - 56 <3 AE 50 6 | eo 2 Pals oa if ca I: =|. o?2 NF ° \ “s Bs NJ E 57 to 4: : s . ‘02 rows | : re 339 S.g/ 4 ! sii “\ 58 5 . | s ao y > A I: xf ad s 7 & & S&F ) 1 648] 63 =|-.62 | 6! | 60 1 59 “y F 7205 | Ton | 6i5¢ | 6004 | 680% | 689 4% oe |: 300.21 321.25 tr “if UNION 670 . | CONDOMINIUM S| steve Harris xX 6 UNITS 1.09 Ac. Vu 0.39AC. 69) Sy NR un 12 135.51 72 252 rf: : - DP . et , fee) } — 87 a ald 662 2 85 G3); 154.48 @39 a) ee S) 620.495 ~~ -~-—-—— 355.1] ee 265.34 O | | a = 0.67AC TBE al ~ er 9709209091 116.) 229 a DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE DESIRE OF Mr acu Dyn Alter / | (ita. ane Ad we KO RUSSELL & ANDREA KURO HN & LORRAINE PETERS ACKNOLLEDG ENT STATE OF WASHINGTON) )ss COUNTY OF KING ) On this 31> doy of, July 19. before me the undersigned, a Notary Public, personally appeared 3 essen, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that it was signed as a free and voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF | have hereunto set my hand and official seal the day and year first above written) Ht aaxac ht sm kanc a Signature of Notary OO = J. nw “Redverca \ Codec x Gok, Se. C4 Loy Print or stamp name of Notary FM SSN . oy @ ae «Qe fais ROTARY BS DY Notary Public for ee State of Washington, residing at 4 10 =e 5 Yuiwa, Combe, asbwnebor 4 . Pua ; 3 (Are) we 5 a." 2 My appointment expires:__(- \:OO We 7 9-0? ¢ ACKNOLLEDGMENT STATE OF WASHINGTON) )ss COUNTY OF KING ) On this BF 40 of “uly 1AA7, before me the undersigned, a Notary Public, personally appeared_Michaet & fancy Stacey to me known to be the individual or individuals described In and who execufed the within and foregoing instrument, and acknowledged that it was signed as a free and voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF | hove hereunto set my hand and official seal the day and year first RECORD LEGAL DESCRIPTION PARCEL A: The east 150.00 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of section 10, Township 23 North, Range 5 East. W.M., in King County Washington; EXCEPT the north 30.00 feet thereof; ALSO EXCEPT the east 141.00 feet of the north 66 feet thereof. AND the west 26 feet of the east 176 feet of the south 225 feet of the north 255 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of section 10, Township 23 North, Range 5 East. W.M., In King County Washington; AND the north 30 feet feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of section 10, Township 23 North, Range 5 East. W.M., in King County Washington; TOGETHER with easements. PARCEL B: TAX LOT #349 The east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 255 feet thereof; AND EXCEPT the east 150 feet thereof; TOGETHER with easements. PARCEL C: TAX LOT #336 The North 255 feet of the East half of the North half of the northwest quarter of the Northwest quarter of the Southwest quarter ofSection 10, Township 23 North, Range 5 East, W.M., in King County, EXCEPT the north 175 feet thereof; AND EXCEPT the east 176 feet thereof, TOGETHER with easements. NEL! LEGAL DESCRIPTION NEW LOT 1 THE NORTH 76.00 FEET OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 96-110—LLA AS RECORDED UNDER KING COUNTY RECORDING NO. 9702199001; EXCEPT THE EAST 65.00 FEET. EXCEPT ROADS. ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH AND EAST LINES THEREOF. ALL IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5E. W.M. NEW LOT 2 THE EAST 65.00 FEET OF THE NORTH 76.00 FEET OF LOT 3 CITY OF RENTON LOT LINE ADJUSTMENT NO. 96—110—LLA AS RECORDED UNDER KING COUNTY RECORDING NO. 9702199001. ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH AND EAST LINES THEREOF. ALL IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5E. W.M. Washington; NEW LOT 3 THE SOUTH 83.00 FEET OF THE NORTH 159.00 FEET OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 96--110-LLA AS RECORDED UNDER KING COUNTY RECORDING NO. 9702199001, EXCEPT THE EAST 65.00 FEET THEREOF. L.U.A. LUA-96—152—SHPL \ L.N.D. LND—20—0207 NEL LEGAL DESCRIPTION (CONTNLED) NEW LOT 8 THE WEST 75.00 FEET OF THE NORTH 255.00 FEET OF THE EAST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 175.00 FEET THEREOF; ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH, EAST AND WEST LINES OF SAID SUBDIVISION. NEW LOT 9 THE NORTH 255.00 FEET OF THE EAST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 75.00 FEET THEREOF; EXCEPT THE NORTH 175.00 FEET THEREOF; AND EXCEPT THE EAST 176,00 FEET THEREOF. ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH, EAST AND WEST LINES OF SAID SUBDIVISION. DECLARATION OF COVENANT The owner of the land embraced within this short plat, in return for the benefits to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any further subdivisions thereof. This covenant shall run with the land as shown on this short plat. EASETENT PROVGONS THE OWNERS OF LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.I. CABLE CO., THERE SUCCESSORS AND ASSIGNS, (THE GRANTEES) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING STORM DRAINAGE, POWER, CABLE T.V. TELECOMMUNICATIONS, NATURAL GAS AND OTHER SUCH UTILITIES AS MAY BE DEVELOPED, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO ACROSS ADJACENT LANDS OF THE GRANTOR FOR THESE PURPOSES. THE EASEMENT AREAS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNERS OF LAND HEREBY SUBDIVIDED. THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.l. CABLE CO. , THERE SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW, AT SUCH TIME AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE . REPAIRED OR REPLACED TO A CONDITION SIMILAR TO WHAT THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE GRANTOR SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE GRANTOR SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE GRANTEE PURSUANT TO ITS RESTORATION DUTIES HEREIN. THE EASEMENT AREAS HEREBY GRANTED ARE DELINEATED ON SHT. 2 AND (OR) DEPICTED AS FOLLOWS; above written. \ EXCEPT ROADS. Er Llc MN - ay, ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH AND EAST LINES Signature of Notary “Qohecca SN Casher Freee KAM, THEREOF. 1.) THE EXTERIOR 10.00 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING Print or at ¢ Not FM eSION By. 7A: ALL IN SECTION 10, TOWNSHIP 23 NORTH, RANGE SE. W.M. EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PUBLIC & PRIVATE) SS SR Seer Meseny fd:3 orany 3} NEW LOF & AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES. gTio ML Bt 4 THE EAST 65.00 FEET OF THE SOUTH 83.00 FEET OF THE NORTH 159.00 FEET Notary P blic for the State of Meeninigton. residing at y . PUBLIC g Z OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 96-110—LLA AS 2.) AN EASEMENT 2.50 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT Wo.s oe ee RECORDED UNDER KING COUNTY RECORDING NO. 9702199001 LINES. Dn. 4 00 SF My appointment expires: - \W- 00 Wa 2219: AS MEASURED AT RIGHT ANGLES TO THE NORTH AND EAST LINES 3.) AN EASEMENT 5.00 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES. — OF WAS ALL IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5E. W.M, kr z) NEW LOT 5 AQUFER. PROTECTION NOTICE a “stn CRIDER NG OCT ON LOT LINE ADJUSTMENT NO. 9@6-110-LLA AS RECORDED THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA Fa UNDER KING COUNTY RECORDING NO. 9702199001; A\ LLEDGENT AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS S EXCEPT THE NORTH 159.00 FEET THEREOF AS MEASURED AT RIGHT ANGLES TO STATE OF WASHINGTON) THE NORTH LINE THEREOF: CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER 9 \ss TOGETHER WITH THE WEST 6.00 FEET OF THE EAST 156.00 FEET OF THE EAST THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND ts | HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID No COUNTY OF KING ) | + 4 QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. = =\* | IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITIES DRINKING WATER. ry On this_3!_day of _ Daly : 117, before me the undersigned, a Notary Public, RANGE 5 EAST, W.M. personally appeared_Wusse W & Wwdrea Yuco to me known to be the individual or EXCEPT THE NORTH 255 FEET THEREOF. _ individuals described in and who executed the within and foregoing instrument, and ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH, EAST AND WEST LINES OF ON acknowledged that it was signed as a free and voluntary act and deed for the uses and purposes SAID SUBDIVISION. APPROVALS therein mentioned. ALL IN SECTION 10, TOWNSHIP 22 NORTH, RANGE 5E. W.M. co — ath | IN WITNESS WHEREOF | have hereunto set my hand and official seal the day and year first NEW LOT 6 EXAMINED AND APPROVED THIS 13 DAY OF AucusTt , 1997 N above written. \ ( RR THE EAST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE Kebreere ac, SoA ON NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, HW 2. O. Signature of Notary Yo G = Sorneeer, Cay, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; ” Nedd WAM CAWAL™~ ” neces?) Corker Fe SSION Ep At EXCEPT THE EAST 156.00 FEET THEREOF; CITY OF RENTON, ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS DEPT. | eS to oh AND EXCEPT THE WEST 75.00 FEET THEREOF; V “4 Print or stamp name of Notary o ye} So. ps n ga FS NOTARY B. Dy AND EXCEPT THE NORTH 255.00 FEET THEREOF; ce ¢ iG a Bf ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH, EAST AND WEST LINES OF i Notary ublle for the State of Washington, residing at 4% PUBLIC £ , SAID SUBDIVISION. — ina Corby Washinator 4 SO Qh SL EXAMINED AND APPROVED THIS DAY OF , 1997 D SJ my = v We 9 oe OF NEW LOT 7 My appointment expires: : -OO "SO —_ THE WEST 75.00 FEET OF THE EAST HALF OF THE NORTH HALF OF THE 8 . a ACE WAST NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST Ser Weblo Z QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING ‘ COUNTY, WASHINGTON; DEPUTY COUNTY ASSESSOR KING CQUNTY ASSESSOR S EXCEPT THE NORTH 255.00 FEET THEREOF; /O230S~ ISH, PZ 7349 a“ c ALL AS MEASURED AT RIGHT ANGLES TO THE NORTH, EAST AND WEST LINES OF SluVh Jo- 0d fo A SAID SUBDIVISION. # /8- ot fo ’ Engineerin GURVETORS CERTFICATE RECORDER'S — AUDITOR'S CERTFICATE K.8..2 Planning VASHON FLACE | = “% ; THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY Surveying ME OR UNDER MY DIRECTION IN CONFORMANCE WITH NO._%7TOGBRLO POt/ ; C lting Enci I SHORT SUBDIVISION THE REQUIREMENTS OF THE SURVEY BECGROING act FILED FOR THIS 22 DAY OF charg Penhallegon Associates Consulting Engineers, Inc. € . " a TRE cal OF 244 “ Wr2eAM IN BOOK ¢/le OFStedée AT Pace pat y, 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2004 | pesca oe ww a. Sw Uck, GEC. 1: WELSH. BSE. WM . , ay id ia , hy / oy ee ait ites eecone DRAWN BY: | SCALE FELD BooK | FELD CREW [DWG TLE! | ] JOBNO. aa4gq gy : " : REVISED PER CITY O- RENTON COMMENTS Ovatioo? 7 EW. WILLIAMSON} 1” = 30’ | 116 B.E./D.B ote _ T ~ PY & en t Lic WwW, = Cc. -D. NO. Ne GORDON S- RECTOR CERTIFICATE NUMBER 1169! vet on Reconpes moons ee REVISED LEGALS PER CITY OF RENTON COMMENTS 07-17-97 / F.W. 05/12/97_| SNEET | OF 2 SHP- 46-152 is * ¢ vv () @& Vv ad v be i Va C.0.R. #1848 (D \ c o d \ 9 4 8 9 1 \ 4 8 9 1 - S P 7- 1 1 - 9 7 =1 1 : 4 6 : 3 0 am PS T ’ ; de |, S 88°20'04" — 326.42 - REC. # nz <7 ~~ S85 "2h =9 33 Zm = at >” : Cc () =| B [ce] 30° STRIP DEEDED TO CITY OF RENTON FOR RIGHT OF WAY NE. STH ST. " 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2014 | poenoy oF: NW. 1/4, SW. 1/4, SEC. 10, TWP. 23N. R. 5E. WM, Ry, 8G STEN ». ALE FELD BOOK FIELD CREW |DWG FILE: JOB NO. Oi 0 PLAT CHECKED | REVISIONS: DRAWN BY: SCALE: s \égoi—sP 94841, 2 WLLIAMSON| 1” = 30’ 116 B.E./D.B. ‘ 05/12/97_| MEET NO. 2 OF 2 Lu.A. LUA-96-152—SHPL \ L.N.D. LND-20-—0207 F SET 5/8” IRON REBAR W/ YELLOW @® PLASTIC CAP STAMPED LS. #11691 UNLESS OTHERWISE STATED. $88°20'04"E 326.42’ . — § 88°20'04” , @ SET SURVEY MONUMENT IN CASE _ z 2004" E 1958.50 My 5) PER CITY OF RENTON STANDARDS. —-~~. oe 24 C.0.R. #1849 —_—— —— SECTION LINES ; os 2603 w ' “NEW LOT.LINES ~ 7 mt: ) EXISTING LOT LINES NEB nc hie RIGHT OF WAY LINES 125.28” FOR TURN—AROUND TO NOT TO SCALE z ; RENTON FOR RIGHT OF WAY a ‘b> LOT 1 2) _ LOT 2 ROT © 9 410 $88°20'04"E 8] REC. # 5 4 LOT LINE ADV. #96-110-LLA Sia LOT LINE ADIL 25-110 LLA 3 {326.42 Wy ae ha? - soe ag - ip) S oh n AR #4215 N.E BTH ST. Sis #4225 N.E. 8TH ST. ae SL S YY | 5.66 . a) % FOUND 2” BRASS & Yi 2 OT 4 m wr em DISK IN CONC. MON. i Me Ws C.0.R. $1849 z LOT LINE ADJ. #96—110—LLA \ - = 2 avis /oe COR F648 le NOT TIED THIS SURVEY } #4209 N.E. 8TH ST. i , N ca S 3oE Ae a8 cars 26,00" INGRESS EGRESS & ————"} 7 gs “JOO. 79 OA zi ° Loam 3 : E UTILITY EASEMENT REC. #6538173. wh ot ATV wy re $9.04 <Q oO wa = R&oS8 <A See 20 OE - S$88°20'04"E “© i = 4 "Seo 26.00’ INGRESS EGRESS & ————.] ed ge 76. 141.08f 65.04’ x a m 2, 2 = UTILITY EASEMENT REC. #6635274. = oS ‘ z LOT 2 Zim 2 ‘o> Bae $88°20'04"E 125.17 EEA o LOT 1 s1S =" =4 2 OAs Z=a"12 4760 VASHON PL. N.E. 2]a, #758 VASHON PL. N.E. <3 3 Om | \Q22 * £5,580 sq.ft. ALS £4,943 sq.ft. - 4 ecadcss, i S8811°41" “ | ee mare +0.13 acres =< +0.11 acres 5 ~ Nesiiar"w 125558 pate . LOT 6 ‘g x Tied 24°50'5” a oo ZQ ou | LOT LINE ADJ. #96—110-LLA ote Se /N en ns 7 2a s0'08 i ° ot fp or, | - = * - i ’ $ 11,135 sq.ft. ote y L = 10.84’ 1 set y a | =a Se 2 | 0.26 acres ab? PARCEL A ie) ; <x“ oO. ola Ls 8 uw ; ow $89°43'17"W Z STRUCTURE z° ™~ oh aes =|8 E) | WEST LINE OF “9.32! 773 sq.ft. 8 A Ro ree = EAST 176 — < y a on | Or as: . PRA AINSSSE iddddddddd : } NUw 4 \|.N88°20'04"W 150.11’ SAX RS nee20'04" a] | be 3 75.05. ~ BRS Nel 20'04"W = er >| LOT 8 75.06 SNE! 65.04 Tz = Pi : 7 SEX NSS GW j 2 |+6,004 sq.ft. LOT 9 ge SSO SS $8 a | > +0 14 a s -? * ’ ” -_ 2 9 10 cre #763 VASHON PL. N.E. § = — W | 50.00" NEW PRIVATE a & % O , , 1292.87" 1292.87’ | >(* PARCEL c +6,001 sq.ft. arate aaa I A = 24°50'05" EXCLUSIVE EASEMENT & 4 LOT7 : © 16115 N8SO3S14"W Sst BT —sda LEO! fe +0.14 acres “Re = 25,00" FOR INGRESS, EGRESS & = 9 z eee a \e L = 10.84’ UTILITIES TO BE CREATED UPON = mr. @ = 10. THE SALE OF THE LOTS SHOWN o> FOUND STEEL PIN FOUND 3” BRASS o 20.00’ NEW PRIVATE St 24°50'5” - . : ON THIS SHORT PLAT. ols 6 pO IN CONC. MON. IN SURFACE MON. Or wlS EXCLUSIVE EASEMENT of Ni wpr eo = wh CASE. C.0.R. #1503 «+ 8/15/96 Sis FOR INGRESS, EGRESS & AE S oO} % 8/15/96 O|2 UTILITIES TO BE CREATED UPON = LOT 4 ayn oW VS ON Tris SHOR’ PLAT LOT 3 y #754 VASHON PL. N.E. ! NOTE: THE ABOVE SUBDIVISION COMPARES VERY FAVORABLY #752 VASHON PL. N.E. 2] 9 £5,398 sq.ft. sO WITH THE K.C.A.S. SUBDIVISION OF 1940(+). ALL DISTANCES nd: +6,099 sq.ft. a) +0.12 acres > <x SHOWN ARE GRID DISTANCES. THE COMBINED SCALE FACTOR IS TN +0.14 acres ae * * 1.00000 IN THIS AREA. S88'20'04"E iS a a ~ sh _: ey ’ — pon 76.04 65.04’ . t NO N88°20'04" ; [ES - sl Ne 156.09 t MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL. =) . S 20.00’ SAN. SEWER ESM’T n NOR ONE. OF sani: $ TO CITY OF RENTON — REC. Q 258 TOPOGRAPHIC FEATURES SHOWN OF THIS SURVEY DRAWING ACCURATELY © LOT 7 NO. 17OMg2o c¥2i AND A = LOT 5 LOT 6 PRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY. = 4755 VASHON PL. N.E. | 20.00" WATER LINE ESM'T KS ~ #748 VASHON PL. N.E +5,475 sq.ft. TO CITY OF RENTON — cQ ba Co - THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN +0.13 Gi] REC. NO. £70820 /¥Q/ ‘aim m £11,408 sq.ft. w HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING ~ ° acres © 2 LOT 8 58 +0.26 acres a, JULY 1996 UNLESS OTHERWISE INDICATED. re) “oO ay uo ‘ - ri #749 VASHON PL. N.E. me 5 10.00’ SAN. SEWER ESM’T TO ; , THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE +6,931 sq.ft. 25 m CITY OF RENTON — REC. 15’ DRAINAGE ESM T OF THIS SURVEY IS A 2” GEODIMETER 440 SERIES TOTAL STATION. PARCEL JB +0.16 acres 5 9 Z4/ JE 6.00’ NO. $70P20 eH . TO CITY OF RENTON ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED 75,05' ena a —— La; ; PER PLAT TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED ) 94.89" vg Y, y VIMtH444434/;, A/ BASELINE WITHIN THE PREVIOUS 12 MONTHS AND A PRIVATE BASELINE / a $ /L4/156.09’ fs / ON A MONTHLY BASIS. $88%7’58” 326.03’ 7 . _— ad Sail AWE ORME 58"E | AS LL £326.03 TOTAL PL L/S LALIT ST WO LL, Za * .: THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS "ON, 1/2, NW. 1/4, N.W. 1/4 | - 1 SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. S.W. 1/4 / 5.00’ PUBLIC SAN. SEWER ; ~\ THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, |S LOT 64 / LOT 68 , | | EASEMENT—REC. NO, 9704291692 . Sa EQUAL TO OR BETTER THAN 1 PART IN .1:15,000__. THE METHOD OF y, | \ ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. ; | / THE ORCHARDS - DIV. #1 NGS: / 45.00" 7 \\ GRAPHIC SCALE 15’ DRAINAGE EST TRACT 100 ) LOT 4 \ 30 0 15 30 60 120 tas TO ‘CITY OF RENTON \ A / . PR PLAT | : \ \ j , 1 inch = 30 ft. / : | 1. / vid > Engineering Goan CE Panning VASHON PLACE m." 1S k Y, Surveying Penhallegon Associates Consulting Engineers, Inc. SHORT SUBDIVISION SHP-I6-19% Wj si a = | \ \y \ \ ‘, way oO ! . i ; te \ \ | \. % ee ure ed =* ' \ \ Bs. — .) po << Q | an te, \ —~ *> / me e : *, bo N H \ \ oO Ww Tes: _ Sg \ Q ‘ aS 4 — = \ 5 : is 1 | \ \ LIA / : if ots ! } \ t —! : / i | | ! Nig \ <Q >= / | rt ; Vo 6) \ a6, = Zu / 1 / 1% * ~~. \ , SG Swi al < / : » fl og od, | ! he Maser b ri / WW S . ! | t — Wo, > ak Wy rWoan a by, i’ S55 fy =a | | = =. OS — Awa Fy, Df, a / / Wa i i Vs ie WI Ss X 09 09 = 7 cfs i / | ygé | ae SSE bY O ee if | ee | ™ asses _! \ AS i H e H I x oEoS a uy ! i i | - < iS iS \ a dq ' | ' \ SFOURR x \ ; id i \ SOnnrwe ae a]. t ; | \ S 13 g i |% ‘ : i. ! te — \ , 4 " 4 ia \ z0v —------ <&y---~~-----~------ re. ae | § a i a _ * <i, ra “ Ht = Z a a eo ee —— _ = Css : aad ‘ . Por es PS Se? (Pee Mv ° 56 Le SOL \0/ aN 8... 3) er |) fy o _ Se 7 ae = : uo oS at ont Cee, ; —— = ei ie ee ee oo Ne a ae: po ye aT.) AR INGRESS, EGRESS 1 a ae Sea ace fee oe a a Cr ee UTILITIES ESM’ | i = & oo ) Ne . 3 n ! xO [. . Or. at v ‘es C. #EI01559 ‘ , bo. oe Nee Ae Jat ps cae : a < os x Kz * SSS : a eS ae a / \ tw te N\ \ Oy © Dr 19 Nie | \. “Oey, z ~ 3 + “ | #88 ger \ Soe a = “f of 88 Bas \--4 in oft a Fhe a. wt) real wu ® o Bd Q eo. v* a oe B5g i . 7 \ la S5e Hou SA vt ‘ 5 ! \ i 5 0 23 soa ae , cS | a | ie, Fine faz Wg 2 rs "i p Y | Or 5a N N ss ‘ Pe : \ he N N \ © wm ‘ es. N S SSSA . Wiyp \ Lt ~ O90 o, ‘ N W]e, _- 408 , ig Oy \ uy Oy yt “6, N NS OI \ Oy a" 8 « moe Bae a \ N \ \ eee = ‘ \ oS N N N \ Loo ‘Hy . \ \ ~ = \ hs \ NS N NS , \ N N N = a \ ; S N R = | \ SN SSS S y ' “ a. e) © J + S R c > pte —— Ry S — Q S = PLAN Ry a5 1"=20’ C) <== 40' 20' ' o' Sy Ss AL a DATUM: NAVD. 88. CITY OF RENTON PUBLISHED ELEV. oS FOR WEST 1/4 CORNER USED, PER PENHALLEGON ASSOCIATES oO CONSULTING ENGINEERS, INC. TOPOGRAPHIC SURVEY AUGUST 21, 1996, ELEV. = 41128. DS 41D AID Y To te eernctetevarfonts cron XN ee ne (ee DO CO |, Be Ae a ef | ee ce dee we ewe we |e ee fee Set | nwo Pee | te ee |e ew fee wf” el ee a OO CO OU DRAWING ISSUE SN 4DO ° a x . . : ° . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . 420 4 Fn loo'lve . a e:@f . . PVI STA 11300 ee aL: EL 400s 395 BS > (PVl EL 40108) 395 @ QOD . . . . . . . . . . . . . . . . . . . 11D . . . . . . . . . . . . . . . . 2 OOD . . . . . . . . . . . . . . . . . . . 3100 . . . . . . . . . . . . . . . . . . "“A1DOD . DRA WING Tl TLE neceven | VASHON PLACE N.E | DEC 9 ROAD AND STORM con VEL U2 1996 PAVEMENT CROWN = 7.5 ET. WEST OF MONUMENT LINE , ce eG ete PLAN | VASHON PLACE NE PROFILE os a kie oi -9 1”=20’ HORIZ. den: . 1"=5' VERT. / PLOT DATE:11/27/96 CAD FILE: C6.DWC NOTE FOR CONSTRUCTION SHEET NO. THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION ¢ DESCRIPTION BY CALL BEFORE YOU DIG 1-800-424-5555 No.| DATE SHP-96-19Z | 96 / % 0 / Z 1 — S3 u i d x 3 | 5 ‘ oO Zz To ) xv 4 £S ¢ 9 - S ¢ 6 ( 9 0 Z ) 97 0 8 6 NO L O N I H S V M NO L N I Y Y we © Ta l £7 £ 8 - S E 6 ( 9 0 Z ) = Ww ti B *& QS OC ) 96 1 8 6 WM ‘F U L L V I S an Fo , Bo s M' S JN N F A V HL b r 91 9 5 a) Fy BS RW S YO A I A N N S GN V 1 ¥ YF I N I O N Z TN A I O oo « O& B 2 ge u| S ° ST d “F ' d ‘Y I T W H I N I O I I S ‘D YY V N z ~& = Oe @O R E L Cy IN Y A N d O T H A X H W T 4I V I d NO H S V A < <= = x5 9 /6 ra GO ef AL oH Q Q ® iN > ‘ y y e ie | 28 . Mo e r s LB } 8 es a 2 z Q S ; S a S a a i. 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(N I ) SS C E Fl .B (1 N O ) Le s e Sl 8 —— St r a i t OOS SS On en en er ae as see kee ene ee (N I ) OL E Sl 2 (1 N O ) SW E Fl .B DOD Fe e s y— EXISTING 4 FINISH GRADE! a re : SAP-96- |9Z 405 420 fe pole Q & Oo an } > WD HE H E B wi | 9 SS 9 “i y oC DS © 48 a ae | OO — MA R K C. SI E G E N T H A L E R , P. E . , P. L . S . CI V I L EN G I N E E R & LA N D SU R V E Y O R 56 1 6 44 T H AV E N U E S. W . SE A T T L E , WA 98 1 3 6 (2 0 6 ) 9 3 5 - 8 3 2 3 TE L (2 0 6 ) 9 3 5 - 8 3 5 7 FA X 12 / 0 4 / 9 8 [E X P I R E S | 1 ae . a4 - i“ Pl 7 " . ‘ ‘up Uf) j re iF a $-— / 8 | bog Ne. SNe -@ B= ” ( 7p) N S - ; ee | \ : | q | \ , . ' ™ . a af * } an . oe Lu ni at | eee } \ \. - NY re cor a cs eal | | 8 \ — ‘ — —T . ‘Mh eee F : ae: | Q ~~ ee ‘ae a og ae . nee a | 1 \ . _ 7 is oe ce | “ = ! \ | j | nv e ms a i / J Pa . | \ | | g Loy . O; to, () 99, : Zz Y ef = / > & , H \ ay, ~ <{ \ ' Eh lh fe | Bed 2 = | ord tn | of) mm Se eK. fi 2 fs (8 | 358 Z $I STA 2461, II5' RT. = STA 0106, 5' RT (LOT 4 STEM) [% oN I ~ tee. _ - a 9 fej tf _M uy Zz & / 8 |-8' X 8' TEE (MJ x MW) i | | Fee Nh K ONL Le @) ' S | he] Po| qo ZF 8 || | |-8' GATE VALVE (MJ X MJ) \ nf a N. \ i a \\ e 0 0, +8" VERT. CROSS (MJ X FL) | | i % x ni Hed bot | j 0, | | ~ 2-8" BLIND FLANGES \ J gee ¢ gk \ i : W/ 2° TAP IN TOP FLANGE S| | “ coe wn, c0 _ ig H : of. > Cw! ; Xp ra 2' PLUG [\ pe — is ~ 4 "00 i ayy 8 | | te, jf om 2-CONC. BLOCKING | ~F _ 3 \ hss Eo - Me i / 7 1 | Os S tor. O¥0, \ +~—-209— “ec ee | ; re a ele 8, pomrrcccenoe ZOv ----~--~ fy --~-- ~~ a NS 5 é Sas | : VASHON [ - NCE é ai ; | fy “ef ae Peo ii eee yor -- O57 . 4 - we = en F | On Re anig-oa.” “L. ayy t — ri a, ‘$i, “ % vont ae ; = fis — pL Stor cee 5 ~9- A CN Ae _) a ein : ° ay 0 26——+ pam ‘ ay | “ , POs ie 4 = me a ate Ae 1~ *Sp = ap cag a: PN iy ERTS PL ES (SE, en —& G ——- : \ 6 , STA 1169, II5' RT. n 4 l-8' X 6' TEE (MJ X FL) \ I-6" GATE VALVE (FLX MJ) 7 31 LF 6' DI. ~ |-FIRE HYDRANT ASSEMBLY Bh. STA 1469, 195' LT. n SA CONC. BLOCKING a os 3 S ON ~~. (FUTURE) = STA 1150, 5' RT. z N N \ I-8' VERT. CROSS (MJ X FL) 3 \ N \ 2-8' BLIND FLANGES W/ S S \ 2' TAP IN TOP FLANGE N N Soy, N \ RSet 1-8" CAP (MJ) W/ 2" TAP \ RS N R N I-2' BLOWOFF ASSEMBLY PER \ S N S \ COR SP BIO4 \ \ N N N I-I" AIR/VAC RELEASE ASSEMBLY Ley S S \ \ PER COR $P BO% AL \ R N S \ CONC. BLOCKING : } Seg Neng N \ SHACKLE CAP TO DEADMAN XN 8 N Now - 8 ANCHOR W/ 4 3/4' STL TIE RODS Nee: \ Ck Ff YN \ Ca N N We \ | kK OoE* S NX 3g Ne %, Na C N 22 VN , NS - N NR Ni | \ ‘ N N V' © S \ S N\ : \ N N N 1 ¢ N \ \ \ PLAN i RO QQAAnnnnonons |, N \ 1°20" | - | N \ S N \N a = een 40' 20' io’ = i 7 — SEATS v > “ “ 6 _— — “XN ~ DATUM: NAVD. 88. CITY OF RENTON PUBLISHED ELEV. 1 8, \ p- ae a 2 FOR WEST 1/4 CORNER USED, PER PENHALLEGON ASSOCIATES . WA a g CONSULTING ENGINEERS, INC. TOPOGRAPHIC SURVEY |. ohn ~y i AUGUST 21, 1996, ELEV. = 41128. “te Se : On = / | 2 4|5 415 41D as 41D 405 — —— — : Bs a - 400| | |$8_ we Q 40@ algge 9/2 aie wd ew de ee BIS . x} = HH x x ) z(8 . ee 395 | alt ?®8olon wiz |e 11OO ad ka 2 395 RECEIVED 182 LF 8' DI. 92 LF 8' DI. Ib6 LF 8' DI. a LOT 3 PROFILE DEC 03 1996 ois) (e) CITY OF RENTON CALL BEFORE YOU DIG 1-800-424-5555 VASHON PLACE NE. PROFILE PAVEMENT CROUN = 15 FT. WEST OF MONUMENT LINE VASHON PLACE NE PROFILE 1°=20’ HORIZ. 1°=5’ VERT. NOTE FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION RE N T O N , WA S H I N G T O N 98 0 4 6 VA S H O N PL A C E DE V E L O P M E N T DRAWING ISSUE x DRAWING TITLE VASHON PLACE N.E. WATER PLAN/ PROFILE SCALE: PLOT DATE:11/27/96 CAD FILE: C11.DWG NO. DESCRIPTION BY SHEET NO. ¢ SHEG(p- IDA 7) + oO Lis me s STA 6452, IB'LT we EXIST. |-I2' VERT. CROSS (MJ X FL) Wo EXIST. 2-12" BLIND FLANGES <9 = § c STA 4:52, 13' LT » STA O-13, 115 RT (VASHON PL. NED f|_W/2! TAP IN TOP FLANGE = Sw Xs ’ : - (-l2" x 8" TEE (MJ X FL) * JEXIGT. 2! PLUG ; Gyeoeke * . 1-12 GATE VALVE (MJ x MJ) REMOVE EXIST. I-12" CAP (MJ) W/ 2" TAP O PGRN NS iB" VERT. CROSS (MI X FL) EXIsT. 1-2" BLOWOFF ASSEMBLY RY<<H% SS wee A TAX LOT #7 |2-8' BLIND FLANGES PER COR SP Bid4 at Wi <a W/ 2' TAP IN TOP FLANGE EXIST. I-I' AIR/VAC RELEASE ASSEMBLY CO SyuURR 2 PLUG PER COR $P BO%4 x GFA RS © ; 2- CONC. BLOCKING REMOVE EXxI8T. CONC. BLOCKING <Ss5gcc 2 ¢ 2 REMOVE EXIST. SHACKLE CAP TO DEADMAN = On nvr _ ace oes ANCHOR - STA 6460, |3' LT iam EXIST. FIRE HYDRANT ASGEMBLY W w — oo y | — @ " oor a NOTE: WATER LINE & STRUCTURES —_ o & ® “\_ SHOWN AS STAKED IN FIELD FOR ~ 2 RS S CONSTRUCTION. ~~ — = _ nt Can Semerren min Gee fs GAS w ran y oN — 1.E.=409.1 ™~. . ae Se a 7 ! \Y "f= ~~ "12" CONG. == — 30’ ROAD EASEMENT - - - 7 7 7 - -_ mg REC. $3293573 es eee + ee Pere ee ‘ \ \ .E.=408.6 Pe & OAS 005260368 7 . . an 2 iv taal 2 Ie = = AL <2 ah ea ee ee Tw ae - 7 wo Cn ens Seca a2 ~~ ~ ‘ a é | g \ \ ( 5 \ : , . \ 7 —\ ON \ \ S \. ~~ : 4 % \ | a 342! 2 \ ‘ ; hide Utshtithhttttididlldds \ ~ \ \ ide eee ddddddddda y ) \ iy, 4 i Rd SINGLE WIDE ° \ ; \ \ \ \ \ J y se eee Ge (TO Be REMOVED) \ , L T ' \ \ g 1-STORY WOOD y | Pose it ite ~ \ \ OT 3 \ | \ y me preseteiiibiiddititdiddddle 328 mil eres | | | \ 7 | BY \ \ | \ , ; | a ee} \ \ : > \ \ . 1 oe eee 0 \ \ ¥ 26’ INGRESS, EGRESS 4 eee eens || \ | \ 4 & UTILITIES ESM’T Al eee eee \ \ , / Re \ \ \ I \ J REC. #6538173’ [PN | \ \ \ \ 15.O' g ae SHTHC. Pi. NE. CONTINUATION \ : weeks om ; / ~ S = mJ SS Re a > = = Ry S QA oS = ake So CS l >= PLAN : S 1"=20' = Lj | —s =, = 40" 20' 1o' o' eo) Alb Alb Y ee RTS Fv ees yer ; —-= tio _ FINIBH GRADE— | EX Sp nee es a cares een ees es (re 410 obey |e | we we | es a en ee ee ee ee eee DRAWING ISSUE 405 : ae ~ an es ae 405 420 uy. | i 5 a5 & q 490 aS | Bee ' x 2 % . . . hy oy . . . . . . . . a 4100 MIP? slo fo -eloo - - Be TY ee DRAWING TITLE 110 LF 12" D1. N.E. 8TH STREET aeceve? WATER PLAN/ ago PROFILE pec 03 * ar PLANNING pevesorninentos | SCALE: PLOT DATE:11/27/96 NE. 8TH STREET PROFILE CAD FILE: C10.DWG 1"=5" VERT. SUBMITTED TO THE APPROP D TO |ATE peobnayte oe AND APPROVAL. UNTIL APPROVED, CALL BEFORE YOU DIG THESE PLANS ARE: 1-800-424-5555 SUBJECT TO REVISION ¢ aaa NO. | DATE DESCRIPTION BY a : ee ee S119 +152 x F * & & Pi fies & Pi 5 $ . ¥ ae S ¥ S Se _D . : SK oe \S ed See TAX LOT 1 & - & ee * $ iS CONC. CURB ; & a v ZN i > e * 7 a ~— © > oO ‘o am “7 E Vv A ¥ ¥ = 7 Se . : ° a * rail oe _ N88'20'04"W ~— ; 2 | : ( . a 526.43' _ ~ _—_ ee : - OO rere Gre rn nn CO 3. oe 7 2” Ip GAS : eo o ; Pak ] A 7 eS Cee se Abe, ! : — oa ! N I.E.=409.1 * a a mi “_ 12" CONC. 30’ ROAD EASEMENT [i J \ a ears \ gore 1.E.=408.6 REC. #9002260368 |. ‘~xl_U-----7 a SS ee ™ reeset ; ct - a of # 4 “g a = \ ( . ee an ries; mars . ; —_—S sO OT heheeeF—5"N, a Q \ — 2 of \ Q | a \ \ 342! _ STA 6+58, END a AVEMENT, CURB, 4 \ ; “stihidiiididddddidddddds P : a AL x l4.4 LLL y ——— GUTTER 4 SIDE 4 y \ TM TTTE7 : Y “ | y, y : Y SINGLE WIDE ° (O ff / \ \ \ | \ g Z TRAILER \ \ FLAN 1"=20' DATUM: NAVD. 88. CITY OF RENTON PUBLISHED ELEv. FOR WEST 1/4 CORNER USED, PER PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. TOPOGRAPHIC SURVEY AUGUST 21, 1996, ELEV. = 41128. | REMOVE AND REPLACE EXIST. ASPHALT PAVING MA R K C. SI E G E N T H A L E R , P. E . , P. L . S . CI V I L EN G I N E E R & LA N D SU R V E Y O R 56 1 6 44 T H AV E N U E S. W . SE A T T L E , WA 98 1 3 6 (2 0 6 ) 9 3 5 - 8 3 2 3 TE L (2 0 6 ) 9 3 5 - — 8 3 5 7 FA X 12 / 0 4 / 9 8 | EX P I R E S RE N T O N , WA S H I N G T O N 98 0 4 6 VA S H O N PL A C E DE V E L O P M E N T DRAWING ISSUE DRAWING TITLE N.E. 87TH STREET ROAD AND STORM DRAINAGE PLAN/ PROFILE SCALE: PLOT DATE:11/27/96 CAD FILE: C5.DWG 415 4I5 oo 05% 10 eT we ELEVATION. | ood. Loe, . 12’ ve . 2D. 62025 te 405 PVI STA 1 405 EL 4022 “(PVT EL 41227) ° + af - (SEE ORCHARDS Div.2 | - - . g. - ROAD AND STORM DRAINAGE - _ gf PLAN GHTICB.OF 36). |. 100 a122 {20 : 1}20 : i NE. 8TH STREET PROFILE coer 1°=20' HORIZ. - occ, 03 8 1"=5’ VERT. aaa nus DEVELO REN NOTE FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPIATE AGENCIES FOR REVIEW AND APPROVAL UNTIL APPROVED, PLANS ARE: CALL BEFORE YOU DIG SUBJECT TO REVISION 1-800-424-5555 No.| DATE DESCRIPTION BY SHEET NO. Siw, SHP-9 6-192 ES T . 8: 0 1 : 3 1 am ¢ & S- e / 95 -S R V C: \ C A D \ 9 4 8 9 1 \ 4 8 9 1 MON. IN CASE * i ASPHALT _ * NY. PAVING-~~ : \ M2 ~~ NS a CAD/CALC WILLIAMSON DRAWN WILLIAMSON EXISTING CONTOURS gw J LOT 52 _ S 88'20'04" E \ \ TAX LOT #309 | | REVISED CONTOURS IN VICINITY OF BIO-SWALE PER ADD. FIELD WORK a * CONC. CURB ° TAX LOT N.E. 8TH 8” Cl. e $ & ¥ & s y = ASPHALT + 326.43 =% = G —_ ——_—_ __ G G $88°20'04"E 6 ST. %7 0 ; > 176.34 g ] ~~ F — As 30’ ROAD EASEMENT —_ TL. #87 REC. #3293573 \ +5,290 sq.ft. +0.12 acres —— & GAS PIPELINE 22x RY REC. #9002260368 WA re) 14” CE : ce 14” CEDA = Ns WEST LINE OF THE E. 1/2 —\ \ N. 1/2, N.W.'1/4, N.W. 1/4 : S.W. 1/4 \ \ \ \ \ wa e aa _— al —_ ra i d _- — "M , 6 S , 0 Z . 0 0 N SO ' S e M, , 6 S , 0 Z . 0 0 N 60 ° S t L eo L8 6 0 r L L L E S # m 2) = o | rs) nm o AN N A d i d SV D N8B'20'04"W Jn 151.29" = 20” FIR UN 20.1’ to 22” FIR Wao N as Ys f Ok bhi hithtes RQ bhbbttittitttninte 1-—STORY WOOD Apt tpt tits / Z _— or ee ee ow —_—_— 30° ROAD EASEMENT REC. #3293573 NOTE: WATER LINE & STRUCTURES .. SHOWN AS STAKED IN FIELD FOR ~.CONSTRUCTION. N s \ 12” Dil. | | i i S 88°20'04” £ 1958.58’ 7 Y y , 30” Fin/ | V wv e o 9 9 #4209 SINGLE WIDE TRAILOR (TO BE REMOVED) 00 ° 9 AL V , 9 L O O L 4 Liihithidhddlldla 38 <a / CL LLL LiL Lda TL #342 . | \ $12,855 sa.ft. 26’ INGRESS, EGRESS \ y +£0.30 acres & UTILITIES ESM’T ; REC. #6538173 AA A S ~ / 4 ¢ / “4 9 / 72.08’ TL. #313 \ +18,761 sq.ft. \ +0.43 acres ‘ 69.00’ ow @ 2 / ‘ / 26’ INGRESS, EGRESS & UTILITIES ESM’T = REC. #6538173 / Sv o d O H S V A / } | | al k $88°20'04”E 151.18” $88°20'04"E 141.08’ 7 ey ‘$88°20'04"E oY VIAALILELELELL ELL ALL ED TOTP SINGLE WIDE TRAILOR RES. # / <_——— 49.0" ———____» / 7 SA K A K A N .£ 0 ° 0 9 a | --° TL. #348 £12,696 sq.ft. / +0.29 acres 4 A J SSLIS SL ZL o ®S ~ IN ‘I d N M. L V , . 9 L 0 0 N N88°20'04”W A \ ' | | \ \ \ ae i \ \ \ \ \ \ 10.1’ t SP te am s an o n 20 ; ‘ 7 a Bi 7 S88'20'04"E 4 aan ot =) a © ° + TL. #87 150.11’ 4 10.1’ 87.7’ - 40 > Key — 1 {e ] M, £ ¥ , 9 1 . 0 0 N 150.09", \ —_ ; — + ¥ _ — MA N N S ~ RA N TL. #3144 At ptt fp tty \ \ \ 4, LL, ‘ 41—-STORY WOODY ' STRUCTURE 4 \ SSL 4 a RA N £11,256 sq.ft. | +0.26 acres \ N88°20'04”"w \ RA M 14 % t2,081 sq.ft. +0.05 acres 3 0 ° 0 8 M, 2 ¥ , 9 1 . 0 0 N S 0 0 8 _ TL. #336 £12,005 sq.ft. +0.28 acres 7 \ \ \ \ LO BO T L ~~ LOT 64 LOT 53 a“ PROPOSED CONTOURS PER "THE ORCHARDS CONSTRUCTION PLANS CONVERTED TO N.A.V.0. 88 DATUM ; \ PLAT CHK REVISION DATE TT en ee at e ne + oo “ ” a + 8” DECIDy \ 9 & ¥\ 150.01’ i *0 0 - * an e %0 g a et o 18” DECID. 6E S l L O L O # “O 5 y WW S 3 SS I L M I L N SS 3 u 9 7 ‘S S A U M O N I \ TL #34905 £12,845 sq.ft. ( eee a Le +0.29 acres | \ \ 60 ° C L ‘ 5 1 150.09’ \ TL. #315 £19,224 sq.ft. oe +0.44 acres 7 < ? A | $88" 7’58"E SOUTH LINE OF THE E. 1/2 \ N. 1/2, N.W. 1/4, NW. 1/4 \ S.W. 1/4 \ a “406 mo. : v bmn ag x, BI O - — - S W A L E * 15’ DRAINAGE ESM’T —* ——— TO CITY OF RENTON i} PER PLAT x 406.94 ne e ee OQ me rw me ee 29 %0 3 S> 40 , S x %2 5 , 40 , * a 15’ STORM DRAINAGE PER PLAT = — —_— — * * | Ma. eee an Cs ners SD. MH: RIM=405.04———_ Se IE.=402.5 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (206) 827-2014 9 | D ° D D el |.E.=399.2 |.E.=398.9 DATE 8/21/96 SCALE 1 ” es 20’ SURVEY TEAM B.E. / D.B. FIELD BOOK §=6: 116 & ELECTRONIC CPU FILE :\4891—SRV.DWG [2] fo) by AC 9 L J foe P ae od Y y I AI \ * } ‘\ \ \ XN \ 1 i 24” DECID~ © y ee — : + me — . .. \ LOT 9 EAST LINE OF THE E. 1/2 N. 1/2, N.W. 1/4, N.W. 1/4 S.W. 1/4 LOT 8 LOT 6 cod : 1.E.=394.4 / (AS—BUILT FROM PLAN) a Se " PROPOSED CONTOURS PER \_ CONVERTED TO N.A.VD. 88 —=_ « |.E.=398.9 15° DRAINAGE ESM’T — 400 - I.E. NOT FOUND | BURIED 15’ SAN. SEWER EASEMENT TO CITY . OF RENTON. PER PLAT. | S.S. MH. (IN CTR. OF SAC.) RIM=405.74 |.E.=392.6 od TOPOGRAPHIC SURVEY FOR JOHN & LORRAINE PETERSEN RENTON SITE PORTION OF: N.W. 1/4, S.W.1/4, SECTION 10, T.23N., R._5E., W.M. FOUND 2” BRASS ! DISK IN CONC. MON IN CASE. ~ Xl & sa Oe) O -O- — q y ve ©) SECTION SUB. $88°20'04"E 652.86’ N.T.S. 2611.44’ 526.43'S S 8 3 1305.72" £° 8 e e M, £ ¥ , 9 1 . 0 0 N SETAB. BY TIE SHOWN ON R.O.S. BY DODDS ENG. IN VOL. 73, P. 17 AL L Y I E L M, 2 1 , S Z . 0 0 N 4, , 0 1 , 8 0 . 0 0 S 26 3 5 . 4 9 ’ S$8811'41"E 2598.58’ 1299.29" 1299.29’ 99 S T I T ES LL E L vS ' 6 Z 9 Z S0 0 ° 0 8 ° 5 2 ” W AL L YL E L FOUND STL. PIN IN IN CONC. MON. IN CASE. FOUND 3” BRASS SURFACE MON. = 1 N88°03'14"W "2585.74" LEGEND) WATER VALVE HYDRANT WATER METER MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR GAS VALVE SPOT ELEVATION SIGN CENTER LINES PROPERTY LINES RIGHT—OF—WAY LINES DITCH LINES/ FLOW WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE CONIFER TREE DECID. TREE © FOUND CASED MONUMENT SET 5/8” IRON REBAR W/ YELLOW © PLASTIC CAP STAMPED L.S. #11691 UNLESS OTHERWISE STATED. RECORD LEGAL BESCERP TION: PARCEL A: TAX LOTS 313, 314 & 315 The east 150 feet of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. PARCEL B: TAX LOT #349 The east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 255 feet thereof; AND EXCEPT the east 150 feet thereof. PARCEL C: TAX LOT #87 (S.E. PORTION) The west 26 feet of the east 176 feet of the south 80 feet of the north 255 feet of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; PARCEL D: TAX LOT #336 The north 255 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 175 feet thereof; EXCEPT the east 176 feet thereof. PARCEL E: TAX LOT #348 The south 60 feet of the north 175 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the east 150 feet thereof; AND The west 25 feet of the north 115 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the north 30.02 feet thereof; PARCEL F: TAX LOT #342 The south 85 feet of the north 115 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the east 150 feet thereof; AND EXCEPT the west 25 feet thereof. PARCEL G: TAX LOT #87 (NORTH PORTION) The north 30 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the west 25 feet thereof; AND EXCEPT the east 150 feet thereof. TOGETHER WITH the north 30.02 feet of the west 25 feet of the east half of the north half of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; PARCEL H: An easement, appurtenant to Parcels A, B, C, D and E, for ingress, egress and utilities over the west 26 feet of the east 176 feet of the north 255 feet of the northwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. INIOV TSS MERIDIAN: N.A.D. 83/91. PER CITY OF RENTON CONTROL. USED CONTROL PT. #1851, C.P. #1503 (S.W. COR. SEC. 10), C.P. $1848 (W. 1/4 COR. SEC. 10). DATUM: N.A.V.D. 88. USED CITY OF RENTON PUBLISHED ELEV. FOR W. 1/4 CORNER ELEV.=411.28 SITE AREA: AS SHOWN. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE : UTILITY LOCATION SERVICE: 1-800-425-5555 THIS IS A COMPUTER AIDED DRAWING — SPOT ELEVATIONS, DESCRIPTIONS & COORDINATES CAN BE FOUND ON SEPARATE LAYERS. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2” GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:10,000. DECREANRAWION: | HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD IDENTIFIED AND LOCA E UN SS OTHERWISE NOTED. "Dewder db Ly ind alee) 46 ¥ GORDON S. RECTOR — P.LS. #11691 DATE ! B y 1 HE A ee »y JOB NUMBER 94891.00 RECEIVED 1 o_1l DEC 0 3 1996 SHP-96- 192 DEVELOPMENT PLANNING CITY OF RENTON ——