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HomeMy WebLinkAboutLUA99-056- large format UTILITY AND DRAINAGE CONTROL PLAN A PORTION OF SW 1/4 OF THE SE 1/4 OF SECTION 31, T 23 N, RSE, WM. R CREEK in ace a at & CITY OF|/RENTON #1927, ELEV. =123.704 : a | | a oe . vane ce lI TOP OF |BRASS DISC IN CADE, IN WESTERLY | . ep. {pe * PAVED $HOULDER-OF TALBOT ROAD, 50’ _ DATUM: SOUTH OF CENTERLINE OF S. 192ND STREET. VERTICAL: NAVD 1988 CITY OF} RENTON #1227, ELEV.=154.81 HORIZONTAL: NAD 1983, 1991 ADJUSTMENT. TOP OF 'BRASS PLUG IN CASE ATA P.C. - LEGEND C24 OFF-SITE FRONTAGE IMPROVEMENTS * C1 OF 3 DEI SEWER EXTENSION . | Th ON eee ee SOUTH AT INTERSECTION —_ ss PROPOSED 8" SANITARY SEWER LINE C2 GRADING AND DRAINAGE PLAN (NE) C13. WATER PROFILES C25 OFFSITE FRONTAGE IMPROVEMENTS* § C2 OF 3 DEI SEWER EXTENSION it | WITH. S.!45TH PLACE. ~s = BEDPORED SIGH LINE C3 GRADING AND DRAINAGE PLAN (NW) C14._—s WATER PROFILES . ©26 OFF-SITE FRONTAGE IMPROVEMENTS* § C3 OF 3 DEI SEWER EXTENSION C5 GRADING AND DRAINAGE PLAN (SW) C15q_ WATER PROFILES* C28 DETAILS S2 OF 4 DETENTION VAULT DETAILS e PROPOSED PAVING . C6 GRADING AND DRAINAGE PLAN (SOUTH) C16 = SEWER PLAN (SOUTH) * C29 _— DETAILS S3 OF 4 DETENTION VAULT DETAILS : : C7 _.T.E.S.C.P. PLAN C17 SEWER PLAN (NE) C30 DETAILS S4 OF 4 DETENTION VAULT DETAILS C8 —-WATER PLAN (SOUTH) C18 SEWER PLAN (NW. C31 DETAILS C9 ~—s WATER mae (NE) ct9 SEWER PLAN (se) C32 DETAILS* C10 WATER PLAN. (NW C20 SEWER PLAN (SW. C32a DETAILS* | | PROPOSED ROAD WIDENING Cll WATER PLAN (SE. | C21 SEWER PROFILES | C33 SPECIFICATIONS CONNECT TO | “€12°°° WATER PLAN (SW) C22 SEWER PROFILES C34 SITE SURVEY. [* OFF-SITE ROAD IMPROVEMENT PLANS ] a 12” WATER | . PROPOSED 12” WATER C23. SEWER PROFILES Ps CONNECT TO OFF-SITE 12” WATER est eR =a oo 3 3 . 3 . , Bis ope. — ~ wat om ' tee DOCE , : ‘C4 GRADING AND DRAINAGE PLAN (SE, C15 WATER PROFILES C27 OFF-SITE FRONTAGE IMPROVEMENTS * S1 OF 4 DETENTION VAULT DETAILS . NOTE: i MONUMENT LOCATED S. 24° E,-11.4 efron fie PROPOSED WATER LINE ( 4 4 CO V E R SH E E T ‘ ST A : GL A C I E R CR E E K . CO V E R SH E E T RE N T O N , WA . PL O T SC A L E : . ST ee e ee wey SVR U TRL: Pos vl PL O T DA T E : _ = ee pl a n e s /a n i b a y y / ei Wo r k s De p t . Gr e g g Zi m m e r m a n P. 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LUA—99—056—LLA (LND-30-0190) DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING ALL OF THE OWNERS OF THE LAND HEREBY ADJUSTED, HEREBY DECLARE THIS BOUNDARY LINE ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE BOUNDARY LINE ADJUSTMENT MADE HEREBY. vp. 5-19-79 SPRINGBROOK, L.L.C., A WASWINGTON LIMITED LIABILITY COMPANY DATE ACKNOWLEDGEMENT STATE OF WASHINGTON } Ss COUNTY OF KING ON THIS DAY PERSONALLY APPEARED OGRE ME KENT A. ANGER TO ME KNOWN TO BE. THE W/CE LEAT OF SPRING BOOK , LLL. THE CORPORATION DESCRIBED IN” THE FORGOING INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. w way GIVEN UNDER M HAND AND OFFICIAL SEAL THIS /9 DAY OF ; 1999. riko. Wk 0% Xagany gv sion, 2. | : = (é) a ; €, “Vj, NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. 3 g x Ae, é: wy ‘COMMISSION EXPIRES ‘7 Fi . Uns ; a 6.97.92 ¢ AP Vi o \, as CITY OF: RENTON EXAMINED AND APPROVED THiS Z47 pay saeco FP C\nw uhh — CITY ADMINISTRATDRY PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THis_2 # pay of 77? AY , 1999. SOoll Noble Fp ane AN ai HS ASSESSOR DEPUTY ASSESSOR PARCEL No. ~3/ RSS 90S WE RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ZY DAY OF | 1999, ATa@& MINUTES PAST,2,,0/ M AND RECORDED IN VOLUME {24 OF PLATS, PAGES 944 f_» RECORDS OF KING COUNTY, WASHINGTON. (Jab Wivd SUPERINTENDENT OF RECORDS S AND ELECTIONS G%7ose@ xy GOOD RECORDING NO. A PORTION OF THE SW 1/4 OF THE SE 1/4, AND OF THE SE 1/4 OF THE SW 1/4 OF SECTION 31, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES 1) FOR ADDITIONAL SUBDIVISIONAL INFORMATION SEE THAT RECORD OF SURVEY BY ESM, INC. FILED IN VOLUME 119 OF SURVEYS, PAGE 240, RECORDING NO. 9802029005, RECORDS OF KING COUNTY, WASHINGTON. 2) LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE ORDER NO. 540882, DATED MARCH 1, 1999. IN PREPARING THIS SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3) SUBJECT TO A PERPETUAL RIGHT OF THE CITY OF RENTON TO TAKE WATER FROM A GROUP OF SPRINGS LOCATED ON TRACT 9 OF SPRING BROOK ACRE TRACTS, AND THE STREAM FROM SAID SPRINGS FLOWING THROUGH THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER AND OTHER LANDS, AS GRANTED BY INSTRUMENT RECORDED JUNE 9, 1909, UNDER RECORDING NO. 619122. THIS SURVEY DOES NOT PURPORT TO IDENTIFY OR SHOW THE LOCATION OF THE SPECIFIC STREAM MENTIONED IN SAID DOCUMENT. 4) SUBJECT TO A POWER EASEMENT TO PUGET SOUND POWER AND LIGHT CO. FILED UNDER RECORDING NO. 7803280689, DATED MARCH 28, 1978. SAID EASEMENT IS SHOWN HEREON. 5) ACCESS TO SR 167 IS RESTRICTED BY THAT DOCUMENT FILED UNDER RECORDING NO. 5360252, DATED DECEMBER 4, 1961. 6) SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO THE CITY OF RENTON FOR SURFACE WATER FACILITIES WITH NECESSARY APPURTENANCES OVER THE SOUTH 100 FEET OF ORIGINAL PARCEL A AND THE SOUTH 100 FEET OF THE WEST 550 FEET OF ORIGINAL PARCEL B PER INSTRUMENT FILED UNDER RECORDING NO. 9806091265. SAID EASEMENT IS SHOWN HEREON. 7) SUBJECT TO THE RIGHTS OF THE CITY OF RENTON, THE PUBLIC AND UTILITIES PROVIDERS TO THE USE OF THE SOUTH 30 FEET OF ORIGINAL PARCEL A AS A PUBLIC STREET. BASIS OF BEARINGS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 31 PER BOUNDARY LINE ADJUSTMENT AS FILED IN VOL. 111, PAGE 49, KING COUNTY RECORDING NO. 9609179003, IE: N 88'26'46" W LEGAL DESCRIPTIONS ORIGINAL PARCEL A THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EAST OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NUMBER 5; ORIGINAL PARCEL B THE SOUTHWEST QUARTER OF THE SOUTHEAST OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION LYING WITHIN THE RIGHTS OF WAY FOR 96TH AVENUE SOUTH (TALBOT ROAD SOUTH) AND SOUTH 192ND STREET (SCUTH 55TH STREET). SURVEY INSTRUMENTATION : SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10” TOTAL STATION MAINTAINED TO MANUFACTURER’S SPECIFICATIONS AS REQUIRED BY WAC-—332-—130-—100 PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC—332-—130—090 ° Pe e e e ® “a YO R GENERAL NOTES 1) APPLICANT : VOL. /PAGE 129 248 SPRINGBROOK, LLC 2821 NORTHRUP WAY, SUITE 250 BELLEVUE, WA 98004 2) TAX PARCEL NOS.: PARCEL A: 312305—9115—04 PARCEL B: 312305—9025-—05 CONTROL DETAIL N.T.S. CITY OF RENTON HORIZONTAL CONTROL ae POINT #1227, 3/8” COPPER PLUG IN 4722.08" — 1319.68" 1297.60’ a CONCRETE, DOWN .89’ IN MON. CASE, N 68°31'21" W 1441.92’ FROM QUARTER CORNER. OF l. O ¢ . 0 0 N tv G9 8 cE } ROAD ee, TALBOT ROAD SOUTH \ oO. m SOUTH 55TH STREET 3L- 1308.18’ ~_|\ mos 6° ~ 1317.10’ = E N 00 ° 5 8 ° 4 0 ” 26 6 3 . 0 7 =~ © > 16TH LINE N 89°00’56” W 2616.35’ — ~“1299:25' he : 685 BASIS OF BEARINGS : A N 88°26'46”" W CITY OF RENTON HORIZONTAL CONTROL POINT #1872, 1/8” COPPER PIN IN CONCRETE, DOWN 1.0’ IN MON. CASE, S 72°52'32” W 102.46’ FROM SECTION CORNER. TWP. 23.N., RGE. 5 E., W.M. (o ) DRAWING NAME : 790\01\GC-BLA1 | HEREBY CERTIFY THAT THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH STATE AND CITY STATUTES. KL WoT He 4 EL LAND SURVEYOR’S CERTIFICATE 720 South 348th Street 5114) 8 R. SCOTT MACINTOSH P.L.S. NO. 15661 DATE (253) 838-6113 Federal Way, Washington 98003 LN R LLC IS | @l¢G| Civil Engineering Land Surveying Project Managerment SPRINGBROOK LOT LUNE Public Works Land Planning ADJUSTMENT ATT [TOE NO. — [o ) ma a ] NO (j e e 39 V d / 11 0 A oo s-< R ei lI Aa ti ttn i ns a la ictal i i themed 995249002 WH E N RE C O R D E D RE T U R N TO : Of f i c e of th e Ci t y Cl e r k Re n t o n Ci t y Ha l l 10 5 5 So u t h Gr a d y Wa y Re n t o n , WA 98 0 5 5 VOL. /PAGE CALCULATED POSITION USING TRIAD , GORNER AND BARGHAUSEN. ANGLE. > A PORTION OF THE SW 1/4 OF THE SE 1/4, AT SOUTHWEST CORNER OF SECTION As AND OF THE SE 1/4 OF THE SW 1/4 OF ! 2 4) 2 4 3 4 CALCULATED POSITION FROM / S. QUARTER CORNER SECTION 31, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON _ N 89'00'°56" Ww 2347.36’ (CALC) ~ si aia a“ 2347.36 (BARG ~\ at, ieee he 2639.36 (CALC) 7 2347.23 St i VA 2639.51 (TRIAD) ONG a. BY HOLDING TRIAD. ANGLE / i AND DISTANCE FROM / SOUTHEAST CORNER | OF SECTION 31 (ae : or. Zou & 9°722. os 1/16TH LINE Pe 79>, 25, WgQ TF (SEE DETAIL) 2 oy) ai ee ee 2382 oot bd roy Wu~~Y > ° LEX & 200 100 oO 200 400 6, 2k 3 a ae Fat. Fs ae POs 0, 'O faa) Ap ~ Sas u © oS eb | s SCALE : 1’ = 200’ eee $ Se A | eo N ie 2 | g wo <t = uJ & G 6 a - — ao | oO = MO 1a z a 7 1 So E aa N ~s a m | UNPLATTED S N 3 © <. _ N 884817" wl — N 88°43'54” W 3 )-183.96'—/ 634.17" i SAP YL ee ane ryce a as bate SL a POWER EASEMENT N 16°22'03" W | ienallletags — RECORDING NO. sot Es Go Galaga OH |e a5 ees 8 | a ro N 59°36'28" W \ LINE TABLE r=) ° Lun ere ei nae r\\ \s Yk ar how LINE BEARING DISTANCE al 8 g OF N 18'23'44" W \ \ Lt_| Nio4206"w | 162.74 a 2 FS Eu 76.57’ - q a : L2__| N34°28'49"w 25.93 6 o/ = ato) PARCEL A ADDRESS : iS ale 3 | -N58'30'28"W 75.62 ,? | | ee ae eee waravae JS | Uae el ! L4 | N3e53-49"W | 27.55 | E | PA < | Zz 180.43’ } a jue b -O LS N18°17°10"W 107.64 2 wd = y | L6 [| NO4°02"10"W 32.66 | 205 PROPOSED TRAIL——— 7PARCEL L7 N10°12°50"E 30.58 ae EASEMENT = 12.82 ACRES L8_ | N24'27'50"E 32.66 S&F =iar wo) wy > a Lo | N38°42°50"E 47.43 ee N 13'09°02" Rete Ll 5 [10 Tn1303:25"e | 35.86 LEGEND rT 338 of=e 354.15'— ee ca 9 L11_ | N1322'22"w 252.67 = 2S —— NEW LOT LINE - a Li2_ | N38'47°10"W 34.03 - (TRIAD) BOUNDARY LINE ADJUSTMENT AS FILED IN VOL. 111, = & 81H6w o L13_ | N7243'28"W 178.65 S PAGE 49, KING COUNTY RECORDING NO. 9609179003. 2 eS N 85°33'32" E ° L14_|_N38'°07°12"W 45.97 8 z ~ 161.68° — L15_|_NO330°57'W 149.53 st (BARG) RECORD OF SURVEY AS FILED IN VOL. 60, PAGE 293, 5 L16 | _N21°04°01"w 67.79 KING COUNTY RECORDING NO. 8805169006. 110° a L17_| NOO00'00"W 65.37 ; SURFACE WATER FACILITIES EASEMENT 5301; Z Cia | Now SRE e B18 (KCAS) KING COUNTY CONTROL SURVEY — SECTION SUBDIVISION PARCEL A — RECORDING NO. ‘y TaBot & - re BY F.M. DRAKE; 1962 9 L19 | No4°09°23"W 79.72 34.27 ACRES 9806091265 . \ \ROAD SOUTH? SEE NOTE 6 N 09°29°29" W ie a (CALC) CALCULATED POSITION AS NOTED 157.75 ic iS Cua © SET 1/2” REBAR AND PLASTIC CAP "ESM 15661/29281” CALCULATED POSITION > | z FROM S. QUARTER CORNER & FOUND CASED CONCRETE KING COUNTY y so46:59" wh | >= PER RECORD OF SURVEY RECORDING NO. 9802029005. a MONUMENT WITH 3” BRASS DIS>. RS 9) x (JUNE 1997) 101.87 — bs h—30' TO ROAD CENTERLINE O. : . 7 © ( eo apeateee ) em @ SET 1/2” REBAR AND PLASTIC CAP "ESM 15661/29281 1/16TH LINE Po, os 9) — (SEE DETAIL ON SHEET 1) 3," - %, : eo” N 33°11'58" E © 7%, ang 81.76’ — oo | Pon a Po It Fo 4, \ le 36°00 me pF hi ig : ROAD CENTERLINE Oe, . 16.07" 1026.98 | | bias | TALBOT ROAD PER ee - = = 27 9° 236.58 | TRIAD ASSOCIATES soos 46 W ; Si ~ 532.98" (BARG) = Lg aan | — IE- (SEE' DETAIL) 1299.25: /to @ ROAD ~" N 88'36'00" W 2411.09 ae ~ HELD) N 88°26 i a4 1308.18 /70 1/16 2408.41" (KCAS) "46" W ' 2616.35’ (MEAS.) SOUTH 55TH STREET : 2616.40" (TRIAD) 2 2616.43’ (BARG FOUND 3” BRASS DISC ound ae IN KING COUNTY 179°52’28”" (KCAS) “- q , MONUMENT CASE 179°50’46” ne — HELD) al Meee MONUMENT ERROR (JUNE 1997): (JUNE 1997) $/ 19 (99 4 AG 5 e : LLA sas fi face DRAWING NAME : 790\01\GC-BLA2 Y mcpaeih pine wees SPRINGBROOK Cl OF RENTON | HEREBY CERTIFY THAT THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTSA ESM: CONSULTING ENGINEERS ic Ss SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH | @ | © | GY | LOT L_| N F = KING COUNTY, WASHINGTON STATE AND CITY STATUTES. i oa Sena ADJUSTMENT : LOT LINE ADJUSTMENT 720 South 348th Street Land Surveying & NO LUA—99—056—-LLA ‘ Ptr, 5/13/15 ______] Federal Way, Washington 98003 Project Managerment 8 m R. SCOTT MACINTOSH ae 253) 838-6113 Public Works . (LND 30-0190) P.L.S. NO. 15661 ‘ Land Planning .B./R.F. 790—01—980—004 — CHKD. BY CAF. a 2 A vile 8 oom eA oe et ee ees 5 ete oe eal. oa J4ic 50 25 0 50 100 8 8 — “= 4° = 60 D Sg ! FOR FRONTAGE N — g27\52 M NTS ° 3 ro) | lit foal eralll Site Plam oo a: ee SCALE: |"=50'-@" pt a => 4S ———_ a y = i — ia ———————— —. eae le | _Li% MAX. GRADE FOR ~ Nf OPTIONAL 3'-6" HIGH “To GARBAGE DISPOSAL/ ~~ [7 [FEN 7 ~~ F— ~ —- —- 2 met Me ee gc a eo Ne en eee cnemeni om 3 a - __— ( Zs _ T30T.63 “ W ements : 26 a ens oR ahaa ttarne trae en ee J = eee ier rcoenecerir anianierercuitantn, resins i = ee : — = Hi a AS aepea ng A an i (a ay — == ~_ < A E : ree ) ig op x / \ i sacs | we “ : ‘ E c | oe RIE ait | i Wel c Py, 5s C a b:.. i. of , -_ AY J E-H/C If E-H/C cw i f ; Dp 414 4 S| °F E oe a aa 4 =. é oO 5 oe . aA ;s|} at ¢ re. : Tee ort, ahpxor 2 SPRINKLER aleaa Sl ese RE , f [ot SRR |© mee me 1 ISER ROOM 2 2 oo & / 1) x 0 | Po c LA a|nd % at | = , : : sane ed - Na | y | bY > s ____ B . 2% MAX. GRADE | § ¢ An D a = << £ koa f é a -~—— = -——- Femme i chel cle ia _& BAT Pie l q \ “Were, SRR. é | ° : GARAGE sr} oy / \ - SC ele S c-Hiclc ) aN = < << <| < | | F f , x Cc ° i So 5 Ly } | i= Coes sane : ie “S Pe =| nN we D- FA EE DETAILE9 ¢ 1d ty Y AQ ¥ , SHT. FOR DUMFST Sf / | r—— ® _ an OSURE = TYP. Pas \ / =~ _ ——r 2% MAX, GRADE — — =~ (TYPICAL) " \ / i i ETLAND-EDGE | / Sp — -2" WETLAND *80' 6" UETLAN / \ ° m ——— BUFFE RAG ee , ) a a b, s a SEE DETENTION v cn / We 3 p OR CARPORT — ‘ MN SUPPORT, THESE 5 a i | EG HT (14 LOCATIONS) TWO CARPORT Sain N Y W 6 » HAS a _ihé ale IGN =r, z ul _ ! TI I i an | . Za we _ Wor Ly E : a {of | rah oS nine wal) E> ) , 1 tee joe \i e : er] | ee ; | Ke ec Z i \ oa = | < y, aoe S : \ \ © 8 He ii | ) f A Ws é _ ‘in Sage. f ft ac we N RS oy : _— prenes ~J B BEA 7 \) 5 8 o ATT TY] A © L : a © =| = 1 ei 3) + —oot 8 4 g A 2 A / RS ] < Fs me / * | / 0 cs “| f iY. n / 2 oe a | if 53 =) 8 OF _—-T| 5 s 3 ni or len < Y ag P ai | 3 5 8 G G4 © " eet ° ad o 2 5) oO 5 8 | s 33 ; S > = s v° BS 2 AEG ca s Bo S$ S$ 3 ke a a Se OTHE CASEY GROUP ARCHITECTURE MARCH [992 COMMUNITY . AND WERE NOT THESE DRAWINGS WERE PREPARED FOR THE GLACIER CREEK A RENTA INTENDED FOR USE ON ONY OnIER PRO ee r OTHER PROJECT OR ANY OTHER PHASE. THESE DRAWINGS SUPERCEDE ALL PREVIOUSLY ISSUED DRAWINGS. . Casey Group Architects Architecture And Planning 39 . 1 1 0 T A G EM T SC O R E S . A G ) TE 119240 iit wit REA AE. SGT ss Rasie atta SANTIS Ue AE OF DARREL Dea ee ES Eo Rade at eg RAR RR ET Te ELS Sake ania OR we Oe SMITE TE ATA sh hi PRIOR GO 9 Y8UZ 029000 REPRE + a a SPOS 5 Rah GA EE Seated RRA SR ITE ER RI ENE FA ETON AMI TEE TRAN STE SEG Bik ONES EGORD ©} etc al Berns # aq 3 A PORTION OF THE SW 1/4 OF THE SE 1/4, AND OF THE SE 1/4 OF THE SW 1/4 OF SECTION 31, TWR. 23 N., RGE. 5 E., W.M, CITY OF RENTON, KING COUNTY, WASHINGTON CERES AW RY PALCULATED POSITION FROM — _ N 8900'56" Ww 2347.36" (CALC) : 2347.36 (BARG) - N 89°00'56" W / 2347.23 (KCAS f _-— CALCULATED POSITION nes, eee } W/ Va a ene en a _ Seeit a fo. et BY HOLDING TRIAD ANGLE / Vi r AND DISTANCE FROM SOUTHEAST CORNER __—_— OF SECTION 31 i zi LI Hy 3 \ ae} ZA Os ' ia =] ee | nF, i QO <> Bg. Es ad 22D < j xe a oe Cn<d 3 AY) < ! oO i ania) (ea 8 949 uw To? = Z a Qe ty : fe B as gsk n “ m sea poremomeenen tint om pf 3 ; ’ | De). i a in [ } 22.08" 2 — = 1257,60' = &f 1319.68 ae Ye (oc eee ee S13. os Be a sees ees PoP GRA a See /\ J} } MZ ae IASI Or BEARINGS ~ | Se Zz N 8Y'U0'58" W a re) THE SOUTH LINE OF THE SOUTHEAST QUARTER OF -. a 2 w | i ~ © ’ SECTION 31 PER BOUNDARY LINE ADJUSTMENT oO = Ys i oA] AS FILED IN VOL. 111, PAGE 49, KING COUNTY ee) | Ot; S oe | . RECORDING NO. 9669179003, IE: N 8826'48" W pe zs = N <N ] = Q WJ Oy = a =; m7 \ iS) R iS) . _— = oO { ue Ss) ROAD CENTERLINE ---—— roa vi g TALBOT ROAD SOUTH | bo a, | i a ON 1 e | 3 S| q o -3\ a x | aN UB ; . L. f N 884817" WIL cig mena & o\ oe t/16TH LIN: al | ° ~ eae is ae i N 85 45/04 W 975 1A) Qo mi ee i ‘ >, et 1275.14 ~ oO. ns | "~183.96'— “i ~Comamsnerpearonani renee .) y/, | ' = 649.97" _t as VA aa wane ran \ Sy | : / . \ | Sou \ ea . _ 4 be -- J\\U- 1299.2 Sty 32 ij oo . 4 a to LEGEND _ N B6Z5'46" Wo” © oO (TRIAD) BOUNDARY LINE ADJUSTMENT AS FILED IN VOL. 111, PAGE 49, ul a KING COUNTY RECORDING NO. 9609179005. : z ts i. 2 (BARS) RECORD OF SURVEY AS FILED IN VOL. 60, PAGE 25 | | KING COUNTY RECOR 3 NO. 88051635006 | = = oO ™) (KCAS) KING COUNTY CONTROL SURVEY — SECTION SUBDIV'S = <= pronieainsiene ater =e ~ BY F.M. DRAKE, 1962 2 P a . 7\ NSN TTD 5 oo co co" — — rN ATT a pe i uu : a" “A ANID) ¢ Stic p "¢ ReR4 999R1" Ee ra a QO SET 1/2” REBAR AND PLASTIC CAP "LS 15661 / 2928 2 THIS MAP CORRECTLY wr : + Py OR UNDER MY DIRECTION | = _ = . REQUIREMENTS OF THE l | o oO 8 REQUEST OF S.E.B. INC. II ,} 5 << bs JANUARY, 1998. 43 | 2 : S ye ed = : ase nioin coders Be v4 = PARCEL B or "4 _.. Pj o. im % i < OL .. LPR , PARCEL A © ON rage sl #4 a. ie 5 | “ us a4 R. SCOTT MACINTOSH Vfz@/*#Q a r to < L.S. NO. 15661 x aN i iS) ke Ged \ x | -m o | e a $a: 8 8 } & — vee / ¥ CALCULATED POSITION - ws og th) § FROM S. QUARTER CORNER & “- FOUND CASED CONCRETE KING COUNTY | @ MONUMENT WITH 3” BRASS DISC. open & KS) > - (JUNE 1997) ee tee 30’ TO ROAD CENTERLINE se < Re) 7 / Tr NE — (oy 3 1/16TH LINE ans * o& “ ‘Vv Sy (SEE DETAIL) 9, 95°" pris) ie) we "Ox. Py, ge” ee Ah » Ge va) x\ Ao (1S \ ae raseeren ~ SANA is AA! nd ORs MONE RE en tke Na en TERI A RP REY Sea TR LVAD Aerie gy en eta ce Ge By % - N 88°36’G0" w \iE=--- ROAD CENTERLINE Up <7 ¥ ee eee eee ee eye ee Z cay \ Ap . ) ro) >) * , - if > nee A a | TALBOT ROAD PER aad RECORDING CERTIFICATE — _ be <Porrmennncme-tin| com samcane ; ss peng ww «6259.85' ~4 TRIAD ASSOCIATES - —— ef - : ne "26°46" W 711-05 GREREEeenenes eee SEE DE Nn 532.98 (BARG) _ == 12 36.8.5" els, Wee eee er acs = 7O| — (SEE DETAIL) 1299,25' TO ¢ ROAD \ / . 0 fe et 7 alee pe ne | el, mt —boe - FILED ey RECORD THIS ZH nel. DAY OF Nee oe wip ane fice * 1308.18 /70 1/16th ee 1998 AT9ZA FEM. IN VOLUME 7.9% | OF SURVEYS ON SOUTH 55TH STREET eal pre are c 7) AGE OO. AT THE REQUEST OF ESM, INC. 16.40’ (TRIAD 2616.43’ (BARG) 2617.36’ (KCAS) a a FOUND CONCRETE MONUMENT ——~ vt —~ N 88'36'00"" WwW 2411.03 (BARG -- HELD) 2408.41" (KCAS) FOUND 3” BRASS DISC ——— . ine IN_KING COUNTY 179°52'28" (KCAS) LEGAL DESCRETKON = MONUMENT CASE 179°50°46" ee — HELD) DOWN 4,0! PARCEL A: (JUNE 1997) (JUNE 1997) THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION oie RECORDING NO ¥ POI & 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, a — RDING NO. 7 oS Om OS WASHINGTON, LYING EAST OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY i si ; isaac poets etssnav oe a NUMBER 5. : r n d F HncineaAars RACH Ca AE Sy PARCEL B: a — = € 1 K ‘ THE SOUTHWEST QUARTER OF THE SOUTHEAST OF SECTION 31, TOWNSHIP 23 FEY é Consu rare: eck me a NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; SUENVY IMSTRUMENTATION : seamiimadainremastch EXCEPT THAT PORTION LYING WITHIN THE RIGHTS OF WAY FOR 96TH AVENUE Ay nn. ~ — a ave SOUTH (TALBOT ROAD SOUTH) AND SOUTH 192ND STREET (SOUTH SSTH STREET). a SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY Civil Engineering * Lond Surveying * Project Management UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10” TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS 720 So, 348th Streat ¢ Federal Wey, WA 98003 AS REQUIRED BY WAC-332—130-100 Phone: (253) 838-6113 » (253) 927-0819 LEGAL DESCRIPTION PROVIDED BY CHICAGO TITLE COMPANY, ORDER NO. 471874. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS, CONDITIONS, COVENANTS OR RESTRICTIONS, RECORDED OR UNRECORDED, WHICH MAY LIE WITHIN THE DESCRIBED PARCELS A AND 8. PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR a = er ee ses sssiasee inci lt Me te sd ab sili anc EXCEEDING THE REQUIREMENTS OF WAC-—332- 130-090 JOB NO. 767—-01—970—002 | DATE: JANUARY, 1998 | ORAWING NAME : RS-1998 a ' DRAWING ahd RS-1998 | a a . a oe _ oe DRAWN: J.K./M.B. | SHEET 1 OF 1 LiA-99-O56 SO o e ET Ri RE E eI sp r e e A PORTION OF THE SW 1/4 OF THE SE 1/4, AND OF THE SE 1/4 OF THE SW 1/4 OF SECTION 31, TWP. 23 N., RGE. 8 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 7 7 / / / / 9 | SCALE : fT = 100 n . 100 50 0 100 200 Lo N 89°00'56" W bat 51 4986.72’ _ co) — ow 4 _ iT @)) | 2 Ze (to) i wo N - PARCEL = \ = ic = # 312305—90116 MULTHFAMILY COMPLEX UNDER CONSTRUCTION | ry © PARCEL # 312305—9037 a A N 884817" W a N 88°43'54" w # 31 — | 183.96' ; SN ‘J 634.09 ¥ 640.97 7 — 19.98’ \ [ | o\ : { | all 3\ ‘a Gs 4 | N 4 hkl Ww ———e 1/16TH SECTION LINE — N 00°58'40” E Ar ag ROAD CENTERLINE — N 00°13'06" E | @ REBAR AND PLASTIC CAP "LS 15661 / 29281” 1 | alk == INDICATES WET AREAS NX (S) _ SANITARY SEWER MANHOLE ae as. 94.24 ASPHIALT PAVEMENT \ \ in WA APPRIOX. LIMIT OF NATURAL VEGETATION \ . ie . N 18°23'44" W \ = 76.57’ \ - BASIS: OF BEARINGS \ id THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 31 'PER BOUNDARY LINE ADJUSTMENT . _ ® AS FILED IN VOL. 111, PAGE 49, KING COUNTY | : RECORDING NO. 9609179003, IE: N 88°26'46" W ss epee Je J / 180.93 Vi JA WATER FLOW (TYPICAL : y LEGAL DESCRIPTION aNPIEM) a j ae PARCELS A AND B OF CITY OF RENTON LOT LINE ADJUSTMENT om ( | NUMBER LUA—99—O56-LLA, RECORDED UNDER RECORDING NUMBER wy : f ; | 9905249002, RECORDS OF KING COUNTY WASHINGTON. 7 “once Ve K —; an \ ) 12.82 ACRES © ‘ aH J<t a \ ; Loa ai : } = = tu i i SEE SHEET{2 FOR APARTMENT, BULDINGS OD ¥ : : Sar 2 2 PARCEL A | 7 ” Al b 25’ TRAIL EASEMENT S 34.27 ACRES — RECORDING NO. ~C) ul z 9903123156 <q D> l z ; O fi Al, N 85'33'32" E L| ~e 161.68" G < uJ . ) | _— ia : a BI} 26 iS 5 Oo _ POWER POLE 4.1 i fe) a Zz WESTERLY =| | ( < » sK, . \ \ POWER EASEMENT ~ ; Wy A | — RECORDING NO. F wes N 09°29°29” W . | | 7803280689 -, 157.75" | SEE NOTE 7 in ne ‘ | | H SURFACE WATER FACILITIES EASEMENT \ — RECORDING NO. N 32°46'52” W \ 9806091265 AN 101.87° | SEE NOTE 10 yo a |~-——— 30’ TO ROAD CENTERLINE \ N 01°20°49" E Wl, eo 51.47’ “dle ™ ‘oy : WT to ~N 331158" E L i \ _ 81.76 | 2 \ CENTERLINE OF — r a - SPRINGBROOK CREEK s \ es K POWER POLE 8.7' & you Ww ( N 88'36'00" W \ | | — tke 416.07" \ i, 2.27 : om —— ——— — | aoe __ GT as © a Ee —— "" e-:sCON 8826746" WS .. 5: SR NR —— a i Me 532.98" (S) . ; — — 1286.83 Oe = = @ = ; = KS FOUND CONCRETE _ noe —Yy ON —— n 4 Zs La 1299.25’ TO ROAD CENTERLINE _ we MONUMENT DOWN’ 1.0° ~~ N ici ™ ~ N 883600" w CENTER OF SEWER 2411.09" WATER FLOWING W’LY INTO DITCH _f = a \ MANHOLE 5.6’ S’LY ad OUT OF 30” CORRUGATED METAL BEGIN DITCH a > PIPE 7 1308.18’ TO 1/16TH LINE LZ rd, | SOUTH S5STH STREET — ® seze40" w 2616.35" a DRAWING NAME : \ESM—JOBS\790\01\SB—ALTA1.DWG FOUND 3” BRASS DISC IN KING COUNTY MONUMENT CASE (SOUTH 192ND STREET) REVISIONS NO.}| DESCRIPTION/DATE | BY ij — ere , =|) 22 3 a) 4 BER 2 el | a@ “8 ze mi 2 2, 628 | we gg8 3e 2" abe 85 [&} 2 _ uw ee rs 09 ® Ee 25 “| >< Se <2 & §2 =] 2 6 33 oO Sr — §°f azo 5S Sa ol 96 ‘o olam € ~ | ” © o c FS £6 D> Mg Be omen —————l : oO e © | Zz w me Lu | | = wie |< & ~ a oO «& q ” | O ms rly 8 oi¥ 2 Z\/O™» << ‘on: f= — . — a1 m © z Ct. O § ~) =| Lo Oo a O JOB NO.: DWG. NAME: DESIGNED BY: MRB DRAWN BY: MRB CHECKED BY: DATE: 2-23-00 DATE OF I PRINT: 1 OF 2 SHEETS