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HomeMy WebLinkAboutLUA00-153 - Large Format BOATPORF 7] _ #3013 2 STORY _ _- _ 1 STORY _ NO BASEMENT — —~ = _ -_ -_— _ LINE EXPIRES: 12/18/00 if WiosgssgssosssssossseseZeee aCe 1. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE . INGRESS, EGRESS AND UTILITY EASEMENT, REC NO. . INGRESS, EGRESS AND UTILITY EASEMENT, REC NO. . ALL OF LOTS 62 AND 63 TOGETHER WITH SECOND CLASS SHORE LANDS DATUM t 4 = N7q. / ~ $22'9m) +. ee 8374 = 5~ FND 3” LP. w/t/2" | “= wee) —" LP. IN CONC | 2 OCP Lou, | 2) urd we SHO 08 ' IS ” Dy ” w XxX DATA IN PARENTHESIS + — eemeres ES eee —-- +} a 2 | FROM ROS 82-232 37 OH | Be S| LY .2] = Zs: -4> 58 S 25 Ca3 e at aa —_ SoS = am s a 99 ~ 53 ms SS a a = ra _-STONE MON RECOVERED -7 eS —s- mae ee ed ee, AND USED FOR JEA SURVEY - wii JOB NO 73003. DESTROYED ae 2/2 © SEE, NOTE ‘6 = DURING SEWER IMPROVEMENTS. ~ 3/8 & SEE SURVEYOR’S NOTES ra 5 SHEET 2 OF 3 é L=16.03" oT a A=00°36'36” _— eva 7 S(T Fe —--\-{8 _ L=5.01" = ce 7 A=0011'26" \_ mm \— eo \ 2 \ a Blo j : = " a Re —y N_89°02'49" W 134.65’ OLL/RLL & N87°04'32"E " . aS | R) 7 GARAGE | 117.24 [~~ OlL ~—=J CAR, PORT L=29.81 pe 2" 2 R=1505.96 TO BE REMOVED 1 A=1'08'03"_ae} MOVED A 63,452! =|oR p SEE NOTE 7 _ alt ag Neg‘o2'40"w | 129.60° OL. Ss(siéa YS 1 STORY OLL Bho & . DYLT BSMT 63 L=29.86 “1 oF ' R=1505.96 A=1'08'10" . 125.14’ OLL/RLL _ Nee Age £ N 89°02'49" W 1 STORY DYLT BSMT FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. | MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. . THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. AND EMERGENCY VEHICLE ACCESS EASEMENT REC. NO. : AND EMERGENCY VEHICLE ACCESS EASEMENT REC. NO. 7 GRAPHIC SCALE ADJOINING ARE ENCUMBERED BY UTILITY EASEMENT A.F, NO. 7203230348. NAVD 1988 METERS SEE SHEET 2 OF 3 FOR BENCHMARK INFORMATION LEGEND OLL — ORIGINAL LOT LINE RLL — REVISED LOT LINE 9226BLA1.DWG BOUNDARY LINE ADJUSTMENT SURVEYOR’S CERTIFICATE This map correctly represents a survey made by me or RECORDING CERTIFICATE Filed for record this. Project Management Civil Engineering Land Surveying JOAN GREENE 3011 MOUNTAIN VIEW AVE. day of. Land Use Planning Environmental Analysis ) under my direction in conformance with the requirements of i 19 ra ° i) ov PJ fom ® Kd ® <= ad ~ ° BK (3) <= Le) Zz fal ia 5 oO w in w & > 9) e xo Es] at the request of SURVEYS at page. TRIAD ASSOCIATES, INC. 11814—115th Avenue NE - Kirkland, WA 98034 + (206) 821-8448 « (206) 821-3481 FAX N. JOAN GREENE DIVISION OF RECORDS & ELECTIONS 17_NOV_ 2000 Date. Drawn RENTON, WA. 98056 Supt. of Records WASHINGTON J checked CERT. NO._19586 EEOC -O0- 53 REN—BLA1 RENTON, 31 3" _BRASS DOME MON AT INTX / N 32nd ST AND LK WASH BLVD Bins, N 33rd STREET “S ~~ Neg Foy, . tay 3” BRASS DOME MON AT INTX TOP Orne Post No 18088 N 32nd ST AND LK WASH BLVD a e = — — _ =o re NOT ~ N 32nd STREET . (Ry —FND TACK IN LEAD —_— 4.5’ WEST OF EDGE ASPH _— AT SE CORNER OF LAMP POST 0.4’ SOUTH OF NORTH EDGE CONC PAD—~_ FND REBAR w/CAP "MSW LS No 16230" 3” BRASS DOME MON_AT_INTX N 31st ST AND LK WASH BLVD END. 3” IP w/1/2" IP N conc fo ° SEE SHEET v Na7 45 716'W wo — fo STONE MON - 2 SEE SHEET 1 > 3 N 3ist STREET N Ba = 5 BS 3" BRASS DOME MON AT INTX N 30th ST AND LK WASH BLVD.:* FND MON AT INTERSECTION 1/8” BRONZE PIN IN CASED CONC MON DN 0.4’ W 0.12’ (APRIL 2000) CITY OF RENTON #1836 570.02 7 N 30th STREET evens reper eu ey ae Coke To ivi N 29th STREET FND CASED CONC MON 2.5” BRASS CAP w/SCRIBED 'X’ (WATER VALVE CASE) (APRIL 2000) 664.86° 2657.29" NO1°48'37"E 32 W 1/4 COR SEC 32-24-5 3” ALUMINUM DISC IN BANK UP 0.63" (APRIL 2000) CITY OF RENTON #202 AVENUE BURNETT (SE1/4 SE1/4) SCALE: NONE SURVEYOR’S NOTES BASIS OF BEARINGS IS THE LINE FROM THE FOUND MON. AT THE SW CORNER OF SECTION 32, 24-5 (CITY OF RENTON POINT NO. 1886) TO THE FOUND MON. AT THE SOUTH QUARTER CORNER OF SECTION 32, 24—5 (CITY OF RENTON POINT NO. 266) HAVING A WASHINGTON NORTH ZONE GRID BEARING OF S 89°03'55” E AS DETERMINED BY DIRECT GPS OBSERVATION. = = ul w) ty Oo a Zz t N a = i Sa) oO Ww Y POR GOVT LOT 4, CONFIGURATION OF THE SUBJECT LOTS 62 AND 63 ARE EXACTLY AS SHOWN ON SHEET NO. 1 OF THE COURT COMMISSIONER'S PLAT IN SUPERIOR COURT CAUSE NO. 156371 (HESSE’S MAP). BASIS OF POSITION FOR LOTS 62 & 63 IS THE MEANDER CORNER IN LOT 61 SHOWN ON HESSE’ MAP. THE ORIGINAL STONE MONUMENT, WHICH WAS IN EXISTENCE AT THE TIME, IS REFERRED TO IN AN UNRECORDED SURVEY BY JACK ELLER ASSOCIATES, INC. DATED JAN. 18, 1973, JOB NO. 73003, IN WHICH THE POSITION OF THE NORTH LINE OF LOT 58 OF HESSE’S MAP WAS REFERENCED TO THE STONE MONUMENT. SEVERAL PARCEL CORNER MONUMENTS WERE SET IN LOTS 56 AND 57 IN THIS ELLER SURVEY. A SURVEY BY M.S. WEBB DATED JUNE 15, 1991 RECORDED AT VOL. 82 OF SURVEYS, PAGE 232 CITES PAROLE EVIDENCE FROM KEN OYLER, THE SURVEYOR WHO SEALED THE ELLER SURVEY, THAT THE MEANDER CORNER WAS INTACT AT THE TIME OF THE 1973 SURVEY. WEBB’S MAP SHOWS THE ELLER CORNER MONUMENTS AS FOUND AND ACCEPTED AND GOES ON TO SHOW PARCEL CORNER MONUMENTS SET IN LOTS 54 & 55. IN THE COURSE OF THIS SURVEY MONUMENTS FROM BOTH THE ELLER AND WEBB SURVEYS WERE FOUND AND USED AS SHOWN ON THE ATTACHED MAP TO REESTABLISH THE POSITION OF THE MEANDER CORNER. HESSE’S MAP DOES NOT SHOW THE LENGTH OF THE LOT LINES EAST OF THE MEANDER LINE. THE EAST LINE OF THE LOTS (WEST MARGIN OF MOUNTAIN VIEW AVE.) IS ESTABLISHED AS CONCENTRIC TO THE MONUMENTED CENTERLINE OF LAKE WASHINGTON BOULEVARD AS SHOWN ON THE ATTACHED MAP. \ “ SW COR SEC 32-24-5 4) FND CASED CONC MON 2.5" BRASS CAP w/SCRIBED ‘x’ BENG MON be care sy fa ER sec 32-248 WATER VALVE CASE) (APRIL 2000 . ( »¢ ) (APRIL 2000) CONC MON ON 0.2" ON BURNETT AVE 125° MT'NE 28th STREET SOUTH OF NE 128th PLACE AND JAMES AVE: NE ELEV 31.919(M)=105.014" ELEV 75.552(M)=248.566" Vo coe 31 ( 32 CITY OF RENTON #1886 CITY OF RENTON #266 - N89°02'49"W ~\ er 32 aaa N89‘03'55"W . 2633.58" NY =O 6 5 5 99336CONT.DWG Zz fe) ec oO Z aL @ = ss a | de > 5 s) e) Z wa 2 ¥ 9 " ge ce) Be oe < SNhe ebsr2 No See as oa, ic ° 25 gE | #235 Sq? rf 5 > Os EES a £8855 N JEG 17_NOV_ 2000 11814~115th Avenue NE «Kirkland, WA 98034 + (206) 821-8448 -(206) 821-3481 FAX Date. Drawn eWASHINGTON J Checked JOAN GREENE 3011 MOUNTAIN VIEW AVE. N. RENTON, WA. 98056 REN—BLA1 LA-00+163 DECLARATION OF LOT LINE ADJUSTMENT LEGAL DESCRIPTION LOTS 62 AND 63, BLOCK "A" OF C. D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY; TOGETHER WITH SECOND CLASS SHORELANDS ADJOINING, AS ESTABLISHED BY DECREE ENTERED OCTOBER | (WE) HEREBY CERTIFY THAT | AM (WE ARE) THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY DESCRIBED. 19, 1923, IN KING COUNTY SUPERIOR COURT CAUSE NO. 156371 Project Management Civil Engineering Environmental Analysis Lond Surveying Land Use Planning PARCEL A THAT PORTION OF LOTS 62 AND 63, BLOCK "A” OF C. D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY; DESCRIBED AS FOLLOWS: aes SEC 31, TWP 24 N, RGE 5 E, W.M. 5 hLn- 0e-/5 Fr BEGINNING AT THE ANGLE POINT ON THE SOUTH LINE OF SAID LOT 63, AS DEPICTED IN COURT COMMISSIONERS MAP, SHEET NO. 1, SUPERIOR COURT CAUSE NO. 156371, THENCE SOUTH 74°32'31" WEST 36.00 FEET AND THE TRUE POINT OF BEGINNING, THENCE NORTH 15°45'35” WEST 60.97 FEET TO THE NORTH LINE OF SAID LOT 62, THENCE SOUTH 74'14'25” WEST 408.92 FEET, THENCE SOUTH 24°46'14” WEST 28.57 FEET, THENCE SOUTH 39°28'46” EAST 40.51 FEET TO A POINT WHICH BEARS SOUTH 74°32'31” WEST FROM THE POINT OF BEGINNING, THENCE NORTH 74°32’31” EAST ALONG THE SOUTH LINE OF SAID LOT 63, A DISTANCE OF 411.19 FEET TO THE TRUE POINT OF BEGINNING. KING COUNTY, WASHINGTON 17_NOV_2000 POR GOVT LOT 4, x < < fi 3 ce $ g 1 a Cs g & 3 3 & < = o € § z 4 w E4 e i < s @ T = 2 Date. Checked. PARCEL B THAT PORTION OF LOTS 62 AND 63, BLOCK "A” OF C. D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT THE ANGLE POINT ON THE SOUTH LINE OF SAID LOT 63, AS DEPICTED IN COURT COMMISSIONERS MAP, SHEET NO. 1, SUPERIOR COURT CAUSE NO. 156371, THENCE SOUTH 74°32'31" WEST ACKNOWLEDGEMENTS 36.00 FEET, THENCE NORTH 15°45'35” WEST 60.97 FEET TO THE NORTH LINE OF SAID LOT 62, THENCE NORTH 74°14'25” EAST 38.99 FEET TO AN ANGLE POINT ON THE NORTH LINE OF SAID LOT 62, THENCE NORTH 89°02’49” EAST ALONG THE NORTH LINE OF SAID LOT 62 A DISTANCE OF 134.65 FEET TO THE WEST MARGIN OF MOUNTAIN VIEW AVENUE, THENCE ALONG SAID WEST MARGIN ON A CURVE TO THE LEFT, STATE OF WASHINGTON THE CENTER OF WHICH BEARS NORTH 87'04'32” WEST A DISTANCE OF 1505.96 FEET, THROUGH A CENTRAL COUNTY OF _____ _ ANGLE OF 2°16’ 13” AN ARC DISTANCE OF 59.67 FEET TO A POINT WHICH BEARS NORTH 89'02'49” EAST FROM THE POINT OF BEGINNING AND THE SOUTH LINE OF SAID LOT 63, THENCE NORTH 89°02'459” WEST, A DISTANCE OF 125.14 FEET TO THE POINT OF BEGINNING: WASHINGTON | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT AND SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE 7 AND __ Ol TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME APPROVALS TITLE_. MY APPOINTMENT EXPIRES BOUNDARY LINE ADJUSTMENT FOR JOAN GREENE 3011 MOUNTAIN VIEW AVE. N. RENTON, WA. 98056 EXAMINED AND APPROVED THIS ____ DAY OF RENTON, CITY OF RENTON ADMINISTRATOR — PLANNING/BUILDING/PUBLIC WORKS STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT —— AND HUSBAND AND WFE, SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE fog ACT FOR THE USES AND PURPOSES MENTIONED IN THE KING COUNTY ASSESSOR DEPUTY ASSESSOR EXAMINED AND APPROVED BY THE KING COUNTY DEPARTMENT OF ASSESSMENTS THIS ____ DAY OF 2000. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME TITLE MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THE THIS PERSONS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME TITLE MY APPOINTMENT EXPIRES 99226CONT.DWG _- “PROPOSED DRIVEWAY TO LOT 2 AND ADJACENT LOT [PROPOSED I9' ACCESS EASEMENT EXISTING GARAGE- TO BE REMOVED i TO NORTH. Vie sa ee — = - i ge ae x I = EXISTING deg. tag) 4 Is V8 Das SE = DRIVEWAY - _ _ - — —>—= "EXISTING DOCK AND = 25' SHORELINE —~@e — BOATHOUSE TO REMAIN par SETBACK co — PRORCEED WATER RL - aon ‘ LINE TOLOWERLOT \ -OS ODO! oo =- \ Ta =- “v L ay ae — - — — 4 a 8 \ ba _ —_ —— PROPOSED 8! FUTURE BUILDI | \ Oe PEDESTRIAN 6 oe Bens \ SN acces easement — f* eee N oT \ & a — Sa aN PARCEL A 2 \ EXISTING SANITARY Len \ 5 SEWER STUBS eo pps oF \ ep ee - WATER/SEAWALL oo Tr EXISTING SANITARY aa TO METRO LINE LINE ao Veet IN LAKE WASHINGTON _- — AREA STATISTICS ¢— EXISTING PARKING PROPOSED WATER METER 6 2 ee ee Le es EXISTING f Son HOUSE i TR TO REMAIN | (EXISTING wf 42,12! P [paeeciring } peg a) eae NBS*O2 49" EXISTING WATER METER TO REMAIN EXISTING 6" CAST- IRON WATER MAN | SF LOT: 35,018 SF PARCEL SF PARCEL TOTAL SF EXISTING IMPERVIOUS AREA TOTAL SF EXISTING NATURALAINDEVELOPED AREA SF BY FLOOR OF EXISTING BUILDINGS MAIN BASEMENT LOT COVERAGE OF EXISTING BUILDINGS PERCENT LOT COVERAGE OF EXISTING BUILDINGS MAXIMUM LOT COVERAGE OF EXI6T. AND PROP. PERCENT MAX LOT COVERAGE ALLOWED TOTAL SF EXISTING PAVEMENT TO REMAIN TOTAL SF OF NEW PAVEMENT ‘TOTAL SF EXISTING AND PROPOSED PAVEMENT SF ON-SITE WETLANDS PARKING ANALYSIS SF OF LANDSCAPE AREA ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT ALLOWED BUILDING SETBACKS FRONT SIDE REAR PROPOSED BUILDING SETBACKS FRONT SIDE REAR * TO BE DETERMINED AT BUILDING PERMIT APPLICATION PARCEL A 19,941 SF-LAND 14132 SF-WATER gg ~ fi STORIES /30' “NY * HB fi ** INCLUDES PAVEMENT AREA FOR ACCESS EASEMENT BUT DOES NOT INCLUDE NEW PAVEMENT AS PART OF BUILDING PERMIT APPLICATION PARCEL B 3,999 SF 3,225 OF @ SF 1321 SF 1327 SF 2654 SF 265% 3500 SF 35% 2214 SF 1456 OF 310 SF @ SF * + CEL EEEEE EEE HEHE EXISTING FIRE HYDRANT — pl ~ | 2 STORIES/30' POR GOVT LOP-4,. SEC 31, TWP 24 N, RGE 5 E, W.M. Zz oO — oe) Z pea n <x = > i= Zz a) [o) Lo) Oo Zz x a UTILITY PLAN JOAN GREENE SURVEYOR’S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the SURVEY RECORDING ACT at the request of RECORDING CERTIFICATE Project Monagement Civa Engineering Land Surveying Land Use Planning TES day of. Filed for record this. 19 Environmental Analysis at the request of SURVEYS at page. 2 ; i g : 3 = H : j é : 1401 NORTH 34th RENTON, WA. 98056 RENTON, DIVISION OF RECORDS & ELECTIONS TRIAD ASSOCIATES, INC. 22 NOVEMBER 2000 Date Drawn Supt. of Records CERT. NO. WASHINGTON § checked 2 F 2s Oive) ~ Be ar< SNS ae Nio& ees a2 \fc° 25586 ° 2) gia § 3m SeEEt ® €8 855 - ——l— city OF RENTON FIRE | DEPARTMENT APPROVED if = ACCESS EASEMENT EXISTING GARAGE- POR GOVT LOT 4, SEC 31, TWP 24 N, RGE 5 E, W.M. - _- — 7 PROPOSED DRIVEWAY TO TO BE REMOVED LOT 2 AND ADJACENT LOT TO NORTH. fone -| _ KING COUNTY, WASHINGTON 11814—115th Avenue NE - Kirdand, WA 98034 * (206) 821-8448 - (206) 821-3481 FAX Date__22 NOVEMBER 2000 « Zo - - a EXISTING DRIVEWAY 6 ¢ 4 — < eee = _ i \ \ = “EXISTING DOCK AND a6 SHORELINE \ EXI6TNG 7 Ft BOATHOUSE TO REMAIN Bee -- | Hote aN rEXIeTNG—) as - R 42.12! i J - - _ i 4 a - — pro ree »' SSASNELEY \ = - - —==FUTURE BUILDING _— > XY PEDESTRIAN ® ENVELOPE \ accHes EASEMENT — ~ \ nan ET grt LANDSCAPING f - ? _ WASHINGTON § Checked eng 1-1, ea NBSOPIS EXISTING WATER METER TO REMAIN EXISTING 6" CAST- IRON WATER FiAin, iss] = SITE PLAN JOAN GREENE - an EXISTING SANITARY part SEVER STUBS EDGE OF Vo =\- WATER/SEAWALL \ ne — EXISTING SANITARY TO METRO LINE LINE IN LAKE WASHINGTON _- —~ Peter tt py pp SEE EERE EE 1401 NORTH 34th RENTON, WA. 98056 sc cePeEEE Ht RENTON, CERT. NO. AREA STATISTICS SF LOT: 35018 oF PARCEL PARCEL A PARCEL B 6F PARCEL 10241 6F-LAND 9999 oF EXISTING FIRE HYDRANT —P 14132 9F-WATER TOTAL SF EXISTING IMPERVIOUS AREA 3,925 SF TOTAL SF EXISTING NATURAL/UNDEVELOPED AREA @ OF SF BY FLOOR OF EXISTING BUILDINGS MAIN 1327 SF BASEMENT 13271 oF LOT COVERAGE OF EXISTING BUILDINGS 254 OF PERCENT LOT COVERAGE OF EXISTING BUILDINGS 265% MAXIMUM LOT COVERAGE OF EXIST. AND PROP, 35OO oF PERCENT MAX LOT COVERAGE ALLOWED 35% TOTAL SF EXISTING PAVEMENT TO REMAIN 2214 SFee TOTAL SF OF NEW PAVEMENT 1456 OF TOTAL SF EXISTING AND PROPOSED PAVEMENT 3610 oF SF ON-SITE WETLANDS @ PARKING ANALYSIS ‘ SF OF LANDSCAPE AREA ‘ ALLOWABLE BUILDING HEIGHT 2 STORIES/30' PROPOSED BUILDING HEIGHT ' ALLOWED BUILDING SETBACKS FRONT SIDE REAR PROPOSED BUILDING SETBACKS SURVEYOR’S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the SURVEY RECORDING ACT at the request of at the request of day of. RECORDING CERTIFICATE DIVISION OF RECORDS & ELECTIONS at. * TO BE DETERMINED AT BUILDING PERMIT APPLICATION * INCLUDES PAVEMENT AREA FOR ACCESS EASEMENT BUT DOES NOT INCLUDE NEW PAVEMENT AS PART OF BUILDING PERMIT APPLICATION Filed for record this. SURVEYS at page. TRIAD ASSOCIATES, INC. Supt. of Records 19 0 [NOLONSYM NONE. “woaf =: 9GO86 “VM ‘NOLNA3Y © N "SAV MailA. NIVLNNOW Loe -. 3Naau5D NVvOr . avin "uv3a GOOHYOSHDISN . -NOLONIHSWM. ‘ALNNOD- SND "WM. 3 S-30U ‘NZ UML. “LE 93S (¥/13S ¢/13S) . ‘vy LOT LAOD YOd aA JewplLic | oo | cet sees De Fgh! aru Jos Later Yee og | sult oom scr | suze tse ise’ “ser J} Y? Ltt se ee op 59 sree ° 7 PAS re , t tT z . 2 oT - te, - N SAV WYUVd - ut os [, 29 g peor os 201 n we! 2 coy io P SE. “ Ps ca te 517 |r LS | 20,) 26 22 | 25 | 24] 25 os —tor] os me, an rg = — [at $327 ' i nae 2 TT ai | 22] 2e |S] 23 | 24 <a] vie fs iN & " 27 26 | 59 3 so & Ted z I 29 |pé-4| 27°] 26 Sl ey. Ll 2. at | 22) e: B 2s | 347 r. 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La » || Sad4 of/3 a des. ° |] fod ft} Led || Bho: cits ‘ = — mY ite | Bt 4], 3 ade} elfsl ELIS ae | ce deep [23 pe ae bb, ff Trt “tT és Ey ey (rs 41 bne(fsc] Exile] feel[s | feels } eed || «(sk -_! ; 1 bs fa|ts@h fole | Hele | bEr|[ech belles} te elfe-§ E-lfe 4). | ley | % x aa = as — r te me ay v BY 5 4 4 on pact] Ete 4 pe EY Psy ER beset. cis a. bates, & ieee oe: co] = we? —_= . om” Fo 40s oot A201 * os stat am 4,» Bede 0! Bey Fos E HE FH oo i os 4 2st 2 apes dee ee ee ee Ne i ie -—- 3A —- —-—-- LIINUNE- —- —- —-—- is 0? os af > al eale Sr feet ae SOS Ca ea 2” 2 BP S| | ey. : x eee 5 a 4 : r 30TH “ai zTia Tia la Zi a : K « 10 13) aN. —p sol» 13)'1a | is] ey 17 2) 2 sci. fis lis {isis | i , aay N 12.8: ae . Si 27 13 | 14 5 16 1s eR DES ie 7 AND USED FOR JEA SURVEY \ _ ROOF ELEV~ DATA IN PARENTHESIS FROM ROS 82-232 FND 3” LP. w/1/2"” _ a _ STONE MON RECOVERED JOB NO 73003. DESTROYED DURING SEWER IMPROVEMENTS. SEE SURVEYOR’S NOTES _ _ NO BASEMENT — ~~ _ UNE : 12/18/00 NUSSSSSSSESSRSNESSNS NSIS ZLCLELL AUR LP. IN CONC med t+ = Sz bw .z N8Q‘O7"11"Wy Aus 106.57" +wmo NZ Hos f ne . 2 + . me i= o,.35 Les > O20 ImMZ oA Y + ou awn ROOF ELEV ~ we 2 9,409 sf wo 2 \ z \ Ne UTILITY POLE TO BE MOVED DOYLT BSMT ROOF ELEV - \ ——— ROOF ELEW - DYLT BSMT N 89°02'49" W STORACE OTES . PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING. GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. | MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SR 9500 EQUIPMENT. . THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. . NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN. . UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY COMPANY DRAWINGS. . INGRESS, EGRESS AND UTILITY EASEMENT, REC NO. EMERGENCY VEHICLE ACCESS EASEMENT REC. NO. AND . INGRESS, EGRESS AND UTILITY EASEMENT, REC NO. EMERGENCY VEHICLE ACCESS EASEMENT REC. NO. SCALE: 1” = 30’ 60' GRAPHIC SCALE DATUM NAVD 1988 METERS SEE SHEET 2 OF 3 FOR BENCHMARK INFORMATION 99226BLA.DWG BOUNDARY LINE ADJUSTMENT SURVEYOR’S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the SURVEY RECORDING ACT at the request of RECORDING CERTIFICATE Project Monagement Civil’ Engineering Land Surveying FOR JOAN GREENE day of. Filed for record this. Land Use Planning Environmental Analysis at the request of TRIAD ASSOCIATES, INC. z ; : 8 : g i ¥ i § 4 : JOAN GREENE Date_25 OCT 2000 z W «© 20 4 =o >. oa i> oS eo) oF 2 _ oe (oe) DIMSION OF RECORDS & ELECTIONS Supt. of Records " 36 (-) ca eo ia | fc o Say” o - CERT. NO._XXXXX WASHINGTON J Checked. RENTON, REN—BLA1 E5fp-aoa-WN 3 Coney Loe eV pepeu INOLONIHSVM _ 'NO.LNAY 9S086 “VM ‘NOLN&AY JN “AAV M3IA NIVLNNOW LLOE. 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