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00 04)M LO Z O Q ci H W m LL NOTES 1, SURVEY REFERENCES: -(RI) AMENDED RECORD OF SURVEY RECORDED UNDER REC. No. 20060509900013, BY PERMET INC. (VOLUME 204, PAGES 081) -(R2) SHORT PLAT MAP RECORDED UNDER REG. No, 2004072790000E BY CENTAUR LAND SURVEYING. (VOLUME 174, PAGE 236) 2 ALL MONUMENTS VISITED DURING OCTOBER 2016 UNLESS OTHERWISE NOTED. 3. EQUIPMENTTIE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA TCRA 1101 TOTAL STATION, SN# 624750. 4. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, HAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. 5. CONTOUR INTERVAL: (1) ONE FOOT 6. VERTICAL DATIM: NORTH AMERICAN VERTICAL DATIIM 1988 (NAW 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR -341 VIA CONVENTIONAL TRAVERSE TECHNIQUES. Z. CITY OF REACTION ZONING: CN -COMMERCIAL NEIGHBORHOOD R6 -RESIDENTIAL - 6 Di BID (I - CITY OF RENTON COR341 TOP STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET ELEVATION = 201.26' BM 2 - CITY OF RENTON COR 526 TOP HARD NAIL 2C EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 18209' THIS PARCEL LIES COMPLETELY WUMIN ZONE X AS SHOWN ON FIRM(TLOOD INFORMATION RATE MAP) 53033CO644 F AS REVISED ON MAY 76, 1995.(PANEL 644 OF 1725) ZONE X IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN. AS MERE IS NO FLOOD HAZARD, NO ELEVATION CERTIFICATE IS REQUIRED. TO WHOM IT MAY CONCERN THIS IS i0 CERTIFY THAT THIS MAP OR PLAT AND ME SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE MEN TIE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLESURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. ME FIELD WORK WAS COMPLETED ON OCTOBER 10. 2016 •• W REGISTRATION NO. M798 1\� P.'JL DOUGLAS A. HARRILAN, PUS 30' 15' 0 30' 60' SCAL- IN FEET MH3486 (48"DIA) RIM 202.21 IS W 194.81 IS E 194.91 CHANNELED BOTTOM WJ - TOP CASE 202.30 TOP NUT 201.03 CB I (SOLID LID) RIM 200.99 BE 199.24 I DHA 2596-J2 IS W 198.24 MON IN CASE SO i 196.64 PROJECT BENpIMARK dl CITY OF N RENI1 CCR -341 N 192116.38' E 13022]).01' o EL 201.26' BI RIM 199.05 H IEE 19595 IS W 19585- 2P ID(CONL BOT 193.75 lCmvc�- � ---SS- _-- SS- --- WV CONC I TOP CASE 201.32 TOP NUT 199.42 12'CONSCD -1 Ia RSOLID LID No CB I IM 195.67RIM 200.17 3°� IE W 193.67 1 IS W 198.37 i IS S 193.97 IS E 198.17 0. IEE 193.77 BUT 196.77 BOT 192.07 WN IS I 2I TOP CASE 201.29 RIM 202.48 CB TOP NUT 199.40 IS W 199.93 RIM 202.35 IS 199.98 IF N 200.46 BOT 198.28 IF SE 200.461 AAli A/ALWC71i Q OV- BOT 197. 71, I DHA 2596-56 MON IN CASE - - - - - - C M-527 - - - - - - - N 192653.01' DHA CONTROL CA] E 1302294.60' REBAR/ CONTROL CAP N 192409.364' E 1302594.,73' L 220.73 Z STEEL FENCE POST 2.0'E OF PROP LINE WOOD FENCE POST 1 RUDE OF PROP ONE PARCEL #334210-3215 26" DEC-; V' y I � � � 5' BOUT IN DISREPAIR 1 A Or' 1 2-12" DEC { K[OL It $DEE N0. - D' T L C N T ---- IIAGTOO SEA--- ] w WASx ON T - LAKE ADDTT a TRACT 39 FENCE IS 1s'E I OF PROP LINE ILL (ti I DHA 2596-J6 w d' REBAR/ CONTROL CAP N mo N 192252.456' n � �. 1 E 130 2631016' EL 211.60' I I 2 r - - - - -- I � CB I PARCEL #334210-3248 1 RIM 201.98 IS N 199.88 IS S 199.93 i CHANNELED B070M u 251 CB 1 CB 1 'S < RIM 202.04 GE I RIM 205.40 F IF N 200.14 CB I RIM 204.7.7 I IS N 202.50 y1 IF W 200.09 RIM 203.00 IE N 202.42 IS W 202.40 IF E 200.19 IF N 200.35 I IS E 202.45 \ W 201.9) �- BOT 199 64 IF W 20055 BOT 202.30 ASPHALT E 202.2) ASPHALT IE E 200.30 DRIVE _ o DRIVE BOT 199.95 ASPHALT BOT 201.82 h ASPHALT PENCE IS L ur 111 io- - _ _ DprvE vT-9a (cALc)(PUT) / DRYSVE n ryoIi f ASPHII --- SS-- SS---- SS ----,5 281.99 (FALL) S TOP CAGtP20319 589174'29"" / 8 CONC ---SS---SS-y--SS- --55�- SS----SS-- TOP NUT 199,1)w W - W_ - W --W12" \Wk� W -♦- \ -W W- - - - FENCE CORNER IS j2.9'1 OF PROP LINE PARCEL #334210-3239 LINETYPES -X-X- SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF EASEMENT LINE ----OE----0E- OVERHEAD POWER LINE SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. RIGHT OF WAY - - - - LOT LINES CITY OF RENTON, KING COUNTY, WASHINGTON. _ N. 32ND ST. LEXIII YM ---- G---- G- ABBREVIATIONS ---- E - - - - E - Y -- - - OE--- - 01 O SANITARY SEWER MANHOLE FIRE HYDRANT B BIRCH TREE -- - - SD--- - SD- UNDERGROUND STORM LINE N SIGN � SET REBAR AND CAP LSg36 ]98 A ALDER TREE PERMITTED A LAW, ASFOR TH O. HILLMAN'S LAKE RESTRICTON IS H ON G IVE 0 CATV/TELEPHONE JUNCTION BOX O FOUND I" IRON PIPE RECORDING N0: 304519 _ FENCE IS OSS OF PROP ONE DEC DECIDUOUS TREE /UPSTREAM NOT LOCATED BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF ME PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO TRE TW CASE206 ❑ CATCH BASIN (TYPE I) 19 MONUMENT IN CASEDHA FT FRUIT TREE LEVY CODE: 2100 2596-57 MON IN CASE CONIFER TREE © POWER VAULT ORN ORNAMENTAL TREE RIM 215.28 25' COR -11]6 DECIDUOUS TREE -CE POKER POLE I EVIDENCE. CHANNELED 6070M N 192]]6.53' RIM 2111 M MAPLE TREE RCC M1202.40 ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO E 1302298.61' 0 DHA SURVEY CONTROL Q TELEPHONE MANHOLE ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY PARCEL #334210-3237 r,^ EL 192.73' LIC -HT POLE OW P WATER MANHOLE PINE TREE I N. END OF FENCE IS I UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT ME UTIUTY OWNER/AGENCY AND URURES F FIR TREE olm TOPOGRAPHIC MAPPING: ME MAP SHOWN HEREON IS ME RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & RIM 212 ® WATER METER WHEELCHAIR RAMP PP/UG POWER POLE W/ UNDERGROUND POWER IF W 210.3 f IEE 210.399 N WATER VALVE CLF CHAIN LINK FENCE 218.f02 / 214.44 <+RIM IE NE 216 42 197'90 WF VERTICAL BOARD FENCE EL MORA' IF W 205.40 BNO BARB W9RE FENCE I DHA 2596-56 MON IN CASE - - - - - - C M-527 - - - - - - - N 192653.01' DHA CONTROL CA] E 1302294.60' REBAR/ CONTROL CAP N 192409.364' E 1302594.,73' L 220.73 Z STEEL FENCE POST 2.0'E OF PROP LINE WOOD FENCE POST 1 RUDE OF PROP ONE PARCEL #334210-3215 26" DEC-; V' y I � � � 5' BOUT IN DISREPAIR 1 A Or' 1 2-12" DEC { K[OL It $DEE N0. - D' T L C N T ---- IIAGTOO SEA--- ] w WASx ON T - LAKE ADDTT a TRACT 39 FENCE IS 1s'E I OF PROP LINE ILL (ti I DHA 2596-J6 w d' REBAR/ CONTROL CAP N mo N 192252.456' n � �. 1 E 130 2631016' EL 211.60' I I 2 r - - - - -- I � CB I PARCEL #334210-3248 1 RIM 201.98 IS N 199.88 IS S 199.93 i CHANNELED B070M u 251 CB 1 CB 1 'S < RIM 202.04 GE I RIM 205.40 F IF N 200.14 CB I RIM 204.7.7 I IS N 202.50 y1 IF W 200.09 RIM 203.00 IE N 202.42 IS W 202.40 IF E 200.19 IF N 200.35 I IS E 202.45 \ W 201.9) �- BOT 199 64 IF W 20055 BOT 202.30 ASPHALT E 202.2) ASPHALT IE E 200.30 DRIVE _ o DRIVE BOT 199.95 ASPHALT BOT 201.82 h ASPHALT PENCE IS L ur 111 io- - _ _ DprvE vT-9a (cALc)(PUT) / DRYSVE n ryoIi f ASPHII --- SS-- SS---- SS ----,5 281.99 (FALL) S TOP CAGtP20319 589174'29"" / 8 CONC ---SS---SS-y--SS- --55�- SS----SS-- TOP NUT 199,1)w W - W_ - W --W12" \Wk� W -♦- \ -W W- - - - FENCE CORNER IS j2.9'1 OF PROP LINE PARCEL #334210-3239 07% PARCEL #334210-3226 LINE \❑g�SGW (CALC) N891)5 22"W Y(RON PIPE IS 2-1 DFC- 226 O6'E OF PROP ONE ~ \ \ 3-4KDEC /~ 8" DEC \ - - - _ .225- T2 FT x222 _ v4" DEC \ \ 6USOE \ - _ 221- " � CRA55 224 \ i IL,} 10" DEC \ -12 D=C \ 123 \ i220, \ `1 �221� 2 O 0 8' DEC GRASS O \ \ \ \ 12 DEC x'211--'JQ"� \ \\ \ DEI --216- \ 6�J / \ \ Y��''``��) r- -215 \ - \ 6- FTZ I �14' DEC � TRACT 81 12' FT I \ 1 �14" PARCEL #334210-3245 \ \ V, / \ 2j \ \ I N le HBc \ VF \ \ 1 O \ \ 112" 0 DEC, \APT, 2Q I GRAS I 8-8. M 20640 \ I \ \ 204.20 IF 204.20 IF ILL IF E 4156^ F I 1 \ \ BOT 214.00 \IF ^ x i a u RIM3DIA) 22JTt7,4I L \I \1 E IE MOSS 2-16 FEN UP IS 0.411 MANNELED BOTTOb 1 Y u IF ( S89'04'FLY V\ GT 15200 fCALC)4EDEe ai u\ V _ 'VOR h0�' SS� TSN o tis ti NC \ N. 30ZST. \\I \ GO --I -------- Ati N 40TH 7 ST N 30M ST k z RENTON z M SITE WC#WTY MAP (NOT TO SCALE) END OF FENCE IS LINETYPES -X-X- FENCE UNE - EASEMENT LINE ----OE----0E- OVERHEAD POWER LINE CITY OF "- RENTON Planning/Building/Public Works Dept. RIGHT OF WAY CENTER LINE - - RIGHT OF WAY - - - - LOT LINES - __ BOUNDARY LINE _ OT LINES ---- W---- W- WATER LINE ---- G---- G- GAS LINE ---- E - - - - E - UNDERGROUND POWER LINE -- - - OE--- - 01 OVERHEAD POWER LINE -- - - T --- - T- UNDERGROUND TELEPHONE LINE -- - - SD--- - SD- UNDERGROUND STORM LINE - - - SS--- - SS- UNDERGROUND SEWER LINE 07% PARCEL #334210-3226 LINE \❑g�SGW (CALC) N891)5 22"W Y(RON PIPE IS 2-1 DFC- 226 O6'E OF PROP ONE ~ \ \ 3-4KDEC /~ 8" DEC \ - - - _ .225- T2 FT x222 _ v4" DEC \ \ 6USOE \ - _ 221- " � CRA55 224 \ i IL,} 10" DEC \ -12 D=C \ 123 \ i220, \ `1 �221� 2 O 0 8' DEC GRASS O \ \ \ \ 12 DEC x'211--'JQ"� \ \\ \ DEI --216- \ 6�J / \ \ Y��''``��) r- -215 \ - \ 6- FTZ I �14' DEC � TRACT 81 12' FT I \ 1 �14" PARCEL #334210-3245 \ \ V, / \ 2j \ \ I N le HBc \ VF \ \ 1 O \ \ 112" 0 DEC, \APT, 2Q I GRAS I 8-8. M 20640 \ I \ \ 204.20 IF 204.20 IF ILL IF E 4156^ F I 1 \ \ BOT 214.00 \IF ^ x i a u RIM3DIA) 22JTt7,4I L \I \1 E IE MOSS 2-16 FEN UP IS 0.411 MANNELED BOTTOb 1 Y u IF ( S89'04'FLY V\ GT 15200 fCALC)4EDEe ai u\ V _ 'VOR h0�' SS� TSN o tis ti NC \ N. 30ZST. \\I \ GO --I -------- Ati N 40TH 7 ST N 30M ST k z RENTON z M SITE WC#WTY MAP (NOT TO SCALE) END OF FENCE IS LEGAL DESCRIPTION: F 0.6E OF PROP LINE CHICAGO IDLE COMPANY A.L.T.A. COMMITMENT NO. 0080268-04 EFFECTIVE DAIS OCTOBER 3, 2016 AT 12:00AM =30 TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE N0, 1, ACCORDING CITY OF "- RENTON Planning/Building/Public Works Dept. TO ME THEREOF RECORDED IN VOLUME 11 OF PLATS, PACE 63, RECORDS OF KING COUN EE WASHINGTON. _� EXCEPT THE EAST 100 FEET THEREOF, - __ SITUATED IN RIE COUNTY OF KING. STATE OF WASHINGTON. _ CHICAGO ➢TLE COMPANY A.L.T.A COMMITMENT N0. 0080288-04 ,--' EFFECTIVE GATE: OCTOBER 3, 20166 AT AT 1212:OOAM PARCEL #334210-3240 SPECIAL EXCEPTIONS e ON WALK-� L COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT ASPHALT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF pp/UG ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF MY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, REUOON, SEX, SEXUAL ORIENTATON, FAMILIAL STATUS, MARITAL STATUSIN HANDICAP,ORION, ANCESTRY,SOURCE INCOME, TE OR FEDERAL LAWS, EXCEPTTO ME ETENT TTHAT SA APPLICABLETR FORMD COVENANT OR PERMITTED A LAW, ASFOR TH O. HILLMAN'S LAKE RESTRICTON IS H ON G IVE WASHINGTON GARDEN OF EDEN ADDL TOSEATTLE NO CB ](SOU LID) RECORDING N0: 304519 _ FENCE IS OSS OF PROP ONE STRUCTURE 2. THE LAND IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF /UPSTREAM NOT LOCATED BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF ME PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO TRE TW CASE206 KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION. TAX ACCOUNT NO: 334210-3245 LEVY CODE: 2100 3, ME SEARCH DID NOT DISCLOSE ANY WEN MORTGAGES OR DEEDS OF MUST OF RECORD. MH (48 -DIA) THEREFORE ME COMPANY RESERVES ME RIGHT TO REQUIRE FURTHER EVIDENCE TO CONFIRM THAT RIM 215.28 I ME PROPERTY IS UNENCUMBERED. AND FURRIER RESERVES RIE RIGHT TO MAKE ADDITONAL IS NE 209.28 REQUIREMENTS OR ADD ADDITIONAL ITEMS OR EXCEPTIONS UPON RECEIPT OF ME REQUESTED IS S 209.18 I EVIDENCE. CHANNELED 6070M S. END OF FENCE IS RIM 2111 _ BADE OF PROP UNE UTILITIES MAPPING: RCC M1202.40 ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO fCB RIM {068] SCRIBED ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY PARCEL #334210-3237 IES 210.44 RECORD LOCATION OR FIELD TED AS A RESULT OF A UTILITY PAINT -OUT IN OCTOBER 2016. FIELD SURVEY DOME HARTMAN & ASSOCIATES, INC. SOLA) ASSUMES NO LIABILITY FOR ME ACCURACY OF THE RECORD INFORMATION AND/OR THE UTIUTY PAINT -OUT. FOR THE FINAL LOCATION OF THE %ISTNG N. END OF FENCE IS I UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT ME UTIUTY OWNER/AGENCY AND URURES G2'W OF PROP LINE I UNDERGROUND CENTER (800/424-5555). CBI TOPOGRAPHIC MAPPING: ME MAP SHOWN HEREON IS ME RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & RIM 212 ASSOCIATES. INC. (DHA) COMPLETED ON OCTOBER 10. 2016. OHA ASSUMES NO LIABILITY, BEYOND SAID IF HE 2110.0, 49 DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY IF W 210.3 OCCUR I OR ADJOINING THE PERIMETER OF MIS SURVEY. IEE 210.399 CONTACT DHA 1425/483-555) FOR SITE UPDATES AND VERIFICATIONS. BOT 209.44 CB I 218.f02 / 214.44 <+RIM IE NE 216 42 197'90 IE W 215.97 7 �I ASPHALT IE E 215.97 DRIVE BOT 214.92 �'ma -DIST C NCR E WAL tiV DHA 2596-05 - -SD- MON IN CASE N12'CONCi 7,3 / NC N 19209].34' ry ry 0 m E 1303455.68' ONCtL S-5 (/896.84 CALCI / I EL 235.73' \ V1Y'B6836� � 0077 5E 217 / -- --`_ ��( TOP�NUT 215.09 W PgNc \9 Top �-_IR,. - \T - T _ _ _ _ T _ 'CU HETENIALK anm =30 ro..w7, , IOD I DATUM CITY OF "- RENTON Planning/Building/Public Works Dept. _� _< - __ _ _ - E--- ,--' CONCRETE AlK e ON WALK-� PP/UG0RIALT ASPHALT CRASS pp/UG A� ® p Jho IVE CB ](SOU LID) OR ADRSIP�ALT TW CASE206 CBI CBI CS I TOP NUT 203.54 _ DNA 6%]3 IRIM52404.88 IE N 204.83 RW _ -IjEM 212.74 IE W 210.24 RIM 2111 - RCC M1202.40 I I fCB RIM {068] SCRIBED IE209.02 MH3488 (48'DIAJ IES 210.44 IES 216.59 IE N IS IF S MISTS I I BOT] 0452 E 13025840.310'IBOT 203.23 BOT 206.4 IF N 205.50 BOT 210.04 214.44 197'90 EL MORA' IF W 205.40 S•DOT 0 IE S 205.50 11 90f I IE E 205.60 CH4MIED BOTTOM = m m 4 DUANE HARTMAN & ASSOCIATES, INC. i -Surveyors - WOODY WoLE, AUE-REON 9B ROAD, B -1m (425) M33HU-5355 WOOOINVILLE, WASHINGTON 96072 FM (425) 48}-4s50 DHA JOB Noiiiiii,. 16-M96 anm =30 ro..w7, , IOD I DATUM CITY OF "- RENTON Planning/Building/Public Works Dept. �G I CHUCKOD, n� w�s�[ FlAri Ni REVISION BY DATE APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS A.L.T.A. SURVEY 1404 N. 30TH ST. A.L.T.A. CITY OF RENTON M 00 M Ln r N M 0 Q J 0) T o1 LE) z O 1.8.2018 Q K �IF— U) W m 1 LL