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HomeMy WebLinkAboutGreenwood Survey-170681-TLEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED RECORDING #20120706000691) TOPOGRAPHIC 8c BOUNDARY SURVEY THE SOUTH 170 FEET OF LOT 3, BLOCK 2, C.D. HILLMAN'S LAKE WAASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIV. NO. 7, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, ON PAGE 18, RECORDS OF KING COUNTY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF N 88°46'56" W 653.28' CALC'D V WASHINGTON. It It NOTE: DEED AS WRITTEN APPEARS TO OVERLAP WITH THE LEGAL FOUND MON IN CASE BRASS PLUG, DOWN 0.60 NE 43RD DL (SE 80TH ST) - DESCRIPTION OF NORTH ADJOINER AND CONFLICTS WITH MULTIPLE ITY OF RENTON SURVEY 0 SURVEYS. PER DEED REC. NO. 9604020311 AND SHORT PLAT REC. vi CONTROL NETWORK _ FOUND MON CASE CONC WITH "X", NO PIN NO. 7704130774, LEGAL DESCRIPTION SHOULD BE ALL OF LOT 3, m POINT 1834 0 0 DOWN 0.60 EXCEPT THE NORTH 85 FEET. � (NOT HELD) IA,V I P �P p p p pp I d a- \ � I SDMH e w IM=39.83' z N E ) 18" CMP =36.38' �I o �� IE (S. 12" CONC. =36.43' >°� 90 o. ti° IE (W.) 12" CMP =36.63' k° ^ x \ o k°ow v? U? z k� W 0 k�k� �� k U_ _ 88°15'23" W 296•9g' M5 0k LZ CO "o kk 7• , kk�� - Li Uz Uz LLij N twL Ld BASIS OF BEARINGS A BEARING OF N 01'41'46" E ON THE CENTERLINE OF JONES AVE NE PER R1 IE 8" CMP 0 4 k w s ^�ti 2 10' DE I ) ^ 37.40' R i 18" MAP R'z2 �: HEDGE xz 43 ° 8" DEC � 20 0 10 20 40 R0 • PP a � J ° O LLJ REFERENCES CB T-1 z • a O z T o EDGE co \ kti0 k FOUND REBAR WITH CAI >- Lv O IN FEET ( ) 1 INCH = 20 FT. RIM=38.99' IE (E.) 12" CMP =36.94' Q w ~ S-_ 0 z w t� J w T ti EAVE 4q s8 \ k�^ o k kk�° °° 10" D C LS# 40101, (DOWL) kk o RR o 0.16' S X 0.04' W OF PROP. COR. � Q c o Z 0 c O 1. RECORD OF SURVEY IN BOOK 21 AT PAGE 8; IE (W.) 12" CMP =36.94' LJ Lj 0 yg 0.0 °° � 0 44 9 T , 96 N 0 ;I- O 2. RECORD OF SURVEY IN BOOK 118 AT PAGE 111; ~ � w FOUND REBAR WITH CAP Q � R °° 06 T k BOL h s�� k a % k� 45.04 k �h R R A �.� 0 10" DEC Z N � r, W 3. RECORD OF SURVEY IN BOOK 172 AT PAGE 158; �8S _ a,.s LS# 40101, (DOWL) x ' T k�. s x 4.2 44.6 G 45 k�. k� P k k P x 44.a k O k ° In d � 4. RECORD OF SURVEY IN BOOK 175, PAGES 148-149; 86 o � 0.04' S X 0.02' E � �k OF PROP. COR. ti� k xk 129.9 FF ELEV= 44.2' �� 5° 44 44.34 RR k1 ° 55.7' 0 r� ~ Q Q 5. RECORD OF SURVEY IN BOOK 352 AT PAGE 153; w z �e, a Q FF ELEV= 43.7' � G TE �o k k R N � �l ALL RECORDS OF KING COUNTY, WASHINGTON. J M .• FF ELEV= 44.1' FF ELEV= 45.1' � R O z z z w a, k� R� I U �' •,•° k� EAVE �� FF ELEV= 44.1' �`I • • 4416 I R�9R � U O O z VERTICAL DATUM I c� � LLJ • • a A E = z I , k°k xp,L • ,• I AP ROXIMATE a LV L1J NAVD88 PER CITY OF RENTON BENCHMARK 1834 FOUND 3/8" BRONZE PLUG W/PUNCH ON CONC MON, DN 0.5' IN W °� , �' �9�R rn k' R k°��, ro0 P��QOQ D E OF MARSH I VE ETATION Q Z O e° 9' ��� k�� : R 4389k Q I CASE, LOCATED AT THE INTERSECTION OF NE 43RD STREET & 999 _ 434 4�= ELEV= 44.1' �Dc Q �� ° R RR JONES AVENUE NE. - ELEVATION ON PLUG I 03 k EAVE 24.7' �� S �1 \ k°� O -37.44 0l a Q d• Q PG Ln ow �FF 11Gj I kk1� RR WOOD ALL O z SURVEYOR'S NOTES o ELEV= 44.3' , � FF ELEV= 44.1' kk W 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN 9 L � aC`° ,"I �9 ^ • d xDO' s ° 1\ =kms Rii h e ° s ° .01 40.2° o " FF ELEV= 43.8' FF ELEV= 44.3' do h 00 MAY OF 2017. THE FIELD DATA WAS COLLECTED AND RECORDED I a k k 1' 4426 I 444a "44 ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. 4'G�° THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD I 30 •. EAVE �I BUILDING P NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR ROW co FOOTPRINT AREA=17,872 t S.F RR Z c 6 CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. �R do `- o� 9 „R e N I 4232 JONES AVE NE s R k. WALL ° �s2 ��~ w a 9R W o° ti° k " k FF ELEV= 44.2' FF ELEV= 44.3' RENTON, WA 98056 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE 9 0 ^% 803, k,° 6.3 COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. cj I I Q R • 3. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY ° d •,a FF ELEV= 43.5' FF ELEV= 44.3' - 4ae - k� s OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. TERRANE ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS o � EAVE � FF ELEV= 44.9' � h� s 42.0' k h kh ko OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH I Z x4p56 `� FF ELEV= 44.3' �; ROOF ELEV= 64.3' SHED I O O N ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF Xk� °� R N ROOF ELEV= 65.9' O EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE I SSMH RIM=40.01' o R?k 39x 153. ' �� to RS 43.2 FF ELEV= 45.0' 1 00 N N m � c UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555 tiJ 8 vi a CENTER OF 18" CONC. �° k. k�. k , a aka2 43 kh Rs� BEFORE CONSTRUCTION. °o. �o �y o. m c� ``' z � � k. "40.°3 � d•� w CHANNEL (N., E. & S.)=33.76' SSss-ss-SS-SSa k WALL k�. k 117 34 RR o� �� • . , kk� • k�ti� 4> • 44.42 y�. k � o SH Q L L � L[i .p9� g`L R° 04 • a O N 4. SUBJECT PROPERTY TAX PARCEL N0. 334570-0060 I w m 0) In °o . �� 4 k°Ss SS C C - -- - - - - c- •- - - r 4Q'.R 3• 4i0.7L °j k�5 k`Lh �� S • . SS SS • • SS �� - "4g Oso \ a--� a--� m N LL_ (D N 88'14 34 W 9 b - _ s 5 a .° MAILBOX k oo T •a S S o FOUND REBAR WITH CAP m R s h 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 50,356± S.F. o � o�� ' O N S 30.0 �o ko k° RR � 'F, � o RA9ss k. LS# 29537, (CRONES) > L > (1.16± ACRES)- 50,515 S.F. PER KING COUNTY ASSESSORS w N U) .. o k 3 0 k� w k�. 4033 H v cn F6UND REBAR, ti� k k°. a s 44.3o a o k ti 0.05' S X 0.03' E h k N O > Q z N 88°14 34 W 297.15' sT =k OF PROP. COR. -_ 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE m 0 4°,4 .09 S X 0.06 E' o o OF PROP. COR. w w z r7 U cn 0- o w 16" FI 6 10" D o - - ° k N 0- C� REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ' d 4o.zs w I FENCE COR. w o z 6 z C5 �` o o N 10" DEC c�_ w w v co FOUND REBAR, N 0" DE THAT ARE NOT SHOWN HEREON. �� o 1.5' S X 0.1' E E? o `` SSMH z ky1 .57' S X 0.43' W w 1 k OF PROP. COR. N z OF PROP. COR. RIM=45.24' k° 00 O 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD CB T-1 �0 CENTER OF 18" CONC. 00 MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5 -SECOND o RIM=40.43' CHANNEL (N. & W.)=34.37' TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. IE (N.) 12" CMP =37.33' ._ ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090.Lf)Ln IE (S.) 12" CMP =37.48' I 06 - o� U I ,d 4 P _ u7 VICINITY MAP LEGEND N.T.S. MAI N 0 ASPHALT SURFACE►�4 MONUMENT IN CASE (FOUND) c O BOL O BOLLARD PST ❑ POST I Q � ftr,sE o �?QSX?4QQ444C BUILDING PH ❑ POWER HAND HOLE `Vitgigia Msson Q _ y . AtfiEetic Center �rA p� µ© v� n00 � CENTERLINE ROW coo CLEANOUT P ❑ POWER METER P POWER (OVERHEAD) O SE 76th St IE 12"= ` 38.18 > CULVERT PPO POWER POLE � JOB NUMBER: 170681 Eeono Lodge Near BBelEevueSquare S`T7thM D CONCRETE SURFACE O REBAR AS NOTED (FOUND) f E)� e6 Cedar R r'�i. 'i`•n ei rtr.r - 5� CONCRETE WALL SS SEWER LINE DATE: 05 31 2017 4¢ , TE N 42M m5E: ROMst z SSMH _100- CONTOUR (MAJOR) 102 CONTOUR (MINOR) (^) SEWER MAINTENANCE O STORM DRAIN MANHOLE DRAFTED BY. IDV -PSC CHECKED BY. EJG JGM CHECKED �, RIM 2 Jones �� DITCH (FLOWLINE) ❑D STORM CATCH BASIN423 SCALE: 1 = 20 _,; Averme Naithearl )� FENCE LINE (CHAIN LINK) SD STORM DRAIN LINE REVISION HISTORY zd FENCE LINE (WOOD) T TELEPHONE (OVERHEAD) SP G ❑ GAS METER TEL SENTRY ❑ TELEPHONE SENTRY . N40thSt SE841hSt SOLAIGae.r&. J GRAVEL SURFACE SIZE TYPED TREE (AS NOTED) n FOUND MON IN CASE HEDGE ROW MAILBOX RESIDENTIAL ® (RESIDENTIAL) �c �est�,st L L .�.... c, BRASS DOWN DISK 0.50' G GAS LINE spa w m ► - SETBACK LINE W WATER LINE �' N 37th 3, SHEET NUMBER V N 35th 51 NF N 25th 31 1 OF 1