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HomeMy WebLinkAboutR-394430I � I I a / cl \ w / � 2' MPE IP IN �RSECTION ON. \ STROYEI B CONSTTIES. G l e n nwoo d Ave N E /SET MAG NAILyWASHER N, CALCULATED CENTERLINE SSMH RIM=348.68 9 - \ 8/03/2015 z N PER PLAT - MAY NOT FIT IE 8"N-S=335.8- BOLT -MONUMENTS TO W. IE 81=335. T w � M o / �' I✓ H I 0 3 0 1 i J 2 0 > I 3 � I 0 I � rn z Ql§ a' o 0, o O � ¢� I Zak oz� �vo 0 CB RIM=348.55 IE12"(S)=345.35 IE 8"(E)=345.55 1162 HARRINGTON AVE NE ANNMARIELINN LLC PARCEL# 722780-1670 1175 HARRINGTON PL NE HARRINGTON PLACE CONDOMINIUM PARCEL# 312200-0000 KEN OYLER SURVEY BK. 28 PG. 298 SEPT. 1980 REC.# 8109099002 - - - - N88'S8'57"W 56.75' I ss - — — WOOp FENCE— - o � CB RIM=350.27 ss s ss coNc. wAl.K�ss ss — 350 3s IE 12"SW-NE=345.5 _ — GORc. /�PROPOSED IO' R.O.W. �.._-..-..-..-..-.. ATE ° 0 DEDICATION' -°- -°-° �Q �1�EWER ESMT. N88'59'21"W 152.00' PLAT &CALC Pss c.�.F. �° - ' - - - Q �� — — — — — — — — GR ° • —� — N8858'57"W 59.66' cF 9p qtr 3 30' (2)4"APL PER PLAT &REC (125.12' BETWEEN BARS)— — — — — — — g: — — — — — oPi I # � � �315' EXISTING SIDE SET BACK __ _ FOUND 1 2" REBAR 6647013 — — so. _ �I° ` 18" K- & CAP "DEA 17672" o .° I FND/ACCEPTED 1/2" PIPE SSMH RIM=350. 99 \ . Sr• 0.0T SW OF CO}ZREft — — — — — — — — — — — — — — 0.19'FNORTH30F CORNER- — o ', 7"OAK — 4"OAK W — — -NTH TACK FOR N-S LINE IE 8"E-W=340.52 ,�,V (R-4) ELEV.=348.95 �350 15 PROPOSED SIDE SET BACK — — 0 0.37 SOUTH OF CORNER.- — — — — r�' \ ❑ i (R-3 & R-4) ELEV=349.49 �*. O/� \ S9 I 2 "OAK 350 (R-3) ELEV.=350.05 10' SEWER ESMT. S O� U w 1' DEPRESSION WHERE EXISTING STRUCTURE WAS , a a \ I 41 PER PLAT &REC# \ F� T�\� 8 \ \ \ �.`b 66470133`�i co CL to PROPOSED 10' R.O.W. \ AO SF\ o V o ¢ �o DEDICATION' Gel o m I % �� o I. 24" AP;'� '/ ' l V A N 1156 GLENNWOOD AVE NE z w 'so RENTON HOUSING AUTHORITY z.��, I`" ��%� �o 'elpV FS \� N N 3 / o w I \ / PARCEL# 722780-1665 I 2> �� GRPss- \FT / SAS z _ oz U V (VACANT -STRUCTURES REMOVED) �wN I° �✓ o�h �O �� C/r /3s0— —3So__ ✓��k���� \ SET SM. MAGNAIL W/ �� 9 '� / �a o '�°� A �CO� BRASS WASHER AT / \ F� \ (R-1 r?SO� 28" P , o G °� BACK OF CURB AT / \ � 6.57' OFFSET TO CORNER NI 01 24"ELM .� cv� � a �/RENTON HOUSING AUTHORIT Y PARCEL# 722780-17800- 9-61° rOi (VACANT -NO STRUCTURES) CD 00 �z oar I O Gj =U z n a', Oz F-� c� a �m V) 61 o I i J 2 0 r 3 � I a I�\ / \ W I \\ z — _ Ell] aj I I � I p � zLO 0\ / 5 N J ¢ z I _ b.0 3 z i 2, O •� ZQN � � I _�Q ca � ca 2 Q YD RIM=346.63 LOCKED LID CB RIM=348.66 IE12"(N-S)=342.06 IE 8"(E)=342.7 YD RIM=345.90. LOCKED LID w z Cl N ¢ W T Z (n N ¢mow _ ¢ U a SSMH RIM=345.72 IE 8"E= 333.1 IE 8"N-S-332.9 CAD/CALC JD DRAWN JRD xxx L FOUND 3/4"IRON BAR 0.5' NE OF CORNER (DISTURBED BY CONST.) wP� Pv PR�Vp•( RGPp P�NP pR��WPhwP� SET SM. MAGNAIL W/ QR\�N, gripI'D BRASS WASHER IN P`�NP LOW RAIL FENCE N88'59'21"W 152.00' 2825 NE 12TH ST / RENTON HOUSING AUTHORITY / PARCEL# 722780-2045 RICHARD HOUGHTON SURVEY BK. 23 PG. 220 MAY 1980 REC.# 8005299001 -351_ � N89 26'37"W 67 37' ° g - - - - -349- - - - - �f V ,3� / \ FND/ACCEPTED 3/4"PIPE °� I - - - - - - - �^� /7 , , /% STAMPED "OYLER LS 5524" '34� - (R-3) ELEV.=348.60 o w i co �" i 6 OA I 127.81' PLAT & TEAS.- - 16"POP �4`0 CD F � •O � GRP /° O R�SN 558 GRP �1S\ 79,, 3 �OP � o J % 24"FIR io ' °/ 1144 HARRINGTON AVE NE ��5APPLE �/ \o• i f ' RENTON HOUSING AUTHORITY / o w o� I PARCEL# 722780-1660 / \° / �-VACANT-STRUCTURES REMOVEPYLO / ASPHALT \ Z " FND/ACCEPTED 1 /2" J / �g9 REBAR & CAP STAMPED IL "OYLER LS 5524" (R-3) 1 ELEV.=349.60 �� / cry i" L0I / ,jai//� �• �g \ �i' c�, / LO TOTAL PARCEL N I /ti`�/% ; 87,059 SQ. FT. i 1.999 AC. I o� z I irWj I � � p55 GRPS �,�� / ��' j i -- � %.' V• �<vQ / / / io z GR ' �/ - - i 1104 HARRINGTON AVE NE w I IJ / / / / - - 6"MAP CITY OF RENTON 01 z / / PARCEL 722780-1781 / �� I¢ I # /h 7 i i /, � /q�(z) a I� L Cl* 2806 SUNSET BLVD NE I / • ; ` �� DBL C, Y° �� Q JSH PROPERTIES INC r� PARCEL# 722780-1235 CD _343 - ;' / KEN OYLER SURVEY \ J pa- / ��� eVP / / / L, ; / BK. 31 PG. 235 SEPT. 1980 /' S" `V y3, /� JP�Py� / ° ' - J / GNP / / REC.# 8204219003 (R-1) Cam; / 0 I � / I Goss 7-1 fi V I I 44. 00' & C / - 1 - BPS vol PR6 � G�G''W � / • �� , S86 2 49" .-------------- -__- co ®_ €-°-o o-o i VACATED R-O-W ORD.2553-------------------------- / / oI ------------------------ O / a 1RR. 1RR ( -- ® 1RR. ��� FND/ACCEPTED TACKS / / / / / ,_,, } 1RR. CONTROL �3 IN LEAD PLUGS (R-1) / / ° G ; M I- EOu1PrnENr — — — / SS H-WASTE _ _ / EASE VAULy� 55SIDE SET BACK LINE LP CON". BORDER CURB 'nL — — 0 / SURVEYORS NOTE. L L I GATE / - - -_ PRIOR LOT LINE PER LLA-003-82 R-1 C - ----------------------- ----------- P ��------------ / FND. RR SPIKE , ; L I I - - - — - - - N86'34'35"W THE CORRECTED PLAT OF RENTON HIGHLANDS N0. 2. 7 /� �� �� �� ��m �m �� �/� - - 178.10' - - GGNG' SOME OF THE ROAD ALIGNMENT GEOMETRY CLOSED MATHEMATICALLY BUT VIRTUALLY _ _ °� (R-1) P ! / / EVERY DIMENSION AND BEARING NOTED ON THE PLAT NEEDED CLOSE EXAMINATION AS d TW 347.63 CARPORT ROOF 0�1. - _ - - - - - BW:343.7 "n/ 22 52' �^ �c /' / THE "CORRECTED PLAT" APPEARS TO BE FULL OF GROSS ERRORS, TRANSPOSITIONS N863435"W 200.62' Tw ski 1 I � TW:34Z01 ' """' A�df£f�if7jp����r� - c, � AND MIS -CALCULATIONS AND VIRTUALLY NONE OF THE LOTS CLOSE MATHEMATICALLY. BW:343.7 C.O.R. LLA-007-83 BW:343.5 \ Tw:3 7.43 Tw:34�47 J� +� ; THE CITY HAS HISTORICALLY DOCUMENTED MONUMENT POSITIONS ON "MON CARDS" / I FND.1/2" REBAR & CAP "1 (200.62' CALC 200.80' R-3 TO C/L) -344- - - Bw:3 5.33 BW347!46 �0 / WHICH WERE REVIEWED, SEARCHED FOR IN THE FIELD AND TIED INTO THE SURVEY - -- - STAMPED "OYLER LS 5524 \ W °/ ��J � ! WHERE FOUND. MOST OF THEM HAVE BEEN DESTROYED BY VARIOUS CONSTRUCTION I - -- - \ i PROJECTS, SOME FIT WELL AND WERE HELD AND A FEW OTHERS WERE SEVERAL FEET / 7 AT LLA-003 82 POSITION \ 1 I +-r-------_------_- -- - VACATED R-O-W ORD.2553 ! OFF OF RECORD SURVEY DATA. THE HISTORIC SURVEYS MENTIONED WITHIN THE / 0.5'-NORTH-OF-PROP.--COR.------------- - v _J — —----------------------------------------- ------ / REFERENCES AND REMAINING CORNER MONUMENTS WERE UTILIZED FOR THE BOUNDARY C13" (R-1) ELEV.=346.22 i —\— / i OF SUNSET COURT AND ARE IN AGREEMENT WITH EACH OTHER. THE DECLARATION ss cn ss i 1100 HARRINGTON AVE NE w ' OF LOT COMBINATION WILL ELIMINATE ANY INTERNAL LOT -TRACT LINE PROBLEMS 3O' I — ss ss - THE OLYMPIC CONDOMINIUM ss ss u \ - i AND THE PERIMETER OF THIS SUNSET COURT SURVEY HAS BEEN WELL DOCUMENTED 30' — — — —i — — — — — PARCEL# 637730-0000 — — \ ss S'' BY SURVEYS SPANNING FROM 1982 TO THE PRESENT WHICH HAVE BEEN HELD FOR 10' SEWER ESMT. \ ; THIS SURVEY AND DOCUMENTED BY OUR SURVEY RECORDED IN VOLUME 355 AT PAGE / I ALUM. PLUG NOT FND.(R-1) T- SSMH RIM=347.23 234 OF SURVEYS, KING COUNTY RECORDING NUMBER 20161214900021. a ORD. NO/ 2465 �S II REC# 6471624 SET MAGNAIL/ALUM WASHER \J/ ; IE 8" NE-W=336.13 IN (.ANC FOOTING REVISED SURVEY NOTE SETBACK LINES, NOTES, ADJACENT LOT OWNERSHIPS, ESMT. NOTE REVISION 7/15/2017 '/18/2017 DATE BENCHMARK SURVEYING LLC 1 1915 44TH DRIVE SE EVERETT, WA 98208 p. 206.396.6252 SUNSET COURT TOWNHOMES 1 144 HARRINGTON AVE NE RENTON, WA 98056 0 � 09-23N-05E Q� O4/ •`� SDMH RIM=350.72 / IE 6"W=347.0+/- / i IE 6"S=345.5+/- IE 12"SW=345.5+/- ;'o IE 12"NE=345.19 975 HARRINGTON PL NE JSH PROPERTIES PARCEL# 772780-1405 FND. ROUND Q HEAD BOLT (R-1) � r� INLET RIM-350.1 IE 6"NW=349.3 GRAPHIC SCALE ^ti h9� \20 0 10 20 46. IKE ss s �88'TOA S0� IN FEET ) 1 inch = 20 ft. CB RIM=350.55�yF�0J IE 6"N=349.0 DATE 7/ 1 1 /2017 LAST REVISED 7/ 18/2017 SCALE 1 " = 20` SURVEY TEAM JD/ROBO FIELD BOOK RR SSMH RIM=352.75 IE W=343.45 NOTES: HORIZONTAL MERIDIAN: NAD83/91 BASIS OF BEARING: S.88'54'27"E. BETWEEN CITY OF RENTON MONUMENT NUMBERS 57 AND 1843 ALONG NE 12th ST. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK CONTROLLING BENCHAMRK: CITY OF RENTON MONUMENT NO. 57: 3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS) TOTAL SITE AREA: 87,059 SQ. FT., OR 1.999 ACRES TAX ACCOUNT NO: 722780-1781, 722780-1680, 722780-1660, 722780-1665 LOT COMBINATION REC. NO. 20170620000728 HAS NOT CHANGED THE PARCEL NUMBERS AT THIS TIME. TITLE REPORT: CHICAGO TITLE COMMITMENT NUMBER 0096783-06 UPDATE 2ND COMMITMENT EFFECTIVE DATE JUNE 19, 2017. ALL LEGAL DESCRIPTIONS ARE PER SAID REPORT AND ANY EASEMENTS SHOWN HEREON. REFERENCE SURVEYS: SITE SURVEY: RECORD OF SURVEY IN BOOK 355 OF SURVEYS AT PAGE 234-236, RECORDING NUMBER 20161214900021. CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 R-1: 1982 OYLER SURVEY, LLA 003-82, Bk. 31, Pg. 235, REC# 8204219003 R-2: 1983 OYLER SURVEY, LLA 007-83, Bk. 35, Pg. 205, REC# 8304119003 R-3: 1983 OYLER SURVEY, LLA 015-83, Bk. 37, Pg. 190, REC# 8309299002 R-4: 1983 D.E.A. SURVEY, Bk. 89, Pg. 248, REC# 9210149004 FEMA FLOOD ZONE "X" (AREAS OUTSIDE OF THE 500 YEAR FLOOD PLAIN) AS INDICATED BY F.I.R.M. NO. 53033CO668 F, DATED MAY 16, 1995. ZONING: COMMERCIAL CV MINIMUM LOT SIZE 25,000 S.F. (81,756 S.F. PROPOSED) MAXIMUM LOT COVERAGE: 65% OR 75% IF PARKING IS PROVIDED (23% PROPOSED) DENSITY: 20 DWELLING UNITS PER ACRE MINIMUM (80 MAXIMUM) (50 UNITS PROPOSED) SETBACKS: 15' MINIMUM FRONT (20' MAXIMUM) NORTH SIDE OF PROPERTY IS CONSIDERED A SECONDARY FRONT YARD), NO MINIMUM REAR & SIDE YARD SETBACKS UNLESS ABUTTING RESIDENTIAL ZONE, THEN 15'. LINES NOT SHOWN AS THEY CAN BE INTERPRETED DIFFERENTLY. HEIGHT: 50' MAXIMUM BUILDING HEIGHT OR 60' IF COMMERCIAL AT GROUND FLOOR. PARKING STALLS: NO DEFINED PARKING STALLS EXISTING AT THE TIME OF THIS SURVEY. PARKING STALLS PROPOSED: 50 STALLS & 2 ACCESSIBLE TO BE PROVIDED (VARIANCE IN PROCESS). ALL ZONING ABOVE IS PER SCHEMATA WORKSHOP INC. LAND USE CODE SUMMARY SHEET G002 DATED 7-10-2017. STREET RIGHT-OF-WAY CHANGES: PROPOSED 10'-15' RIGHT-OF-WAY DEDICATION ALONG THE NORTH TO THE CITY AND 25' RADIUS PORTION AT THE NORTHWEST FOR PATHWAY PER ARCHITECTURAL SITE PLAN A002 BY SCHEMATA WORKSHOP INC. DATED 7-10-2017. ALL PREVIOUSLY EXISTING BUILDINGS ON THIS SITE HAVE BEEN REMOVED WITH THE EXCEPTION OF THE PLAYGROUND EQUIPMENT. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS AND TOPOGRAPHY SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN DECEMBER 2014, JANUARY 2015 AND FIELD INSPECTED JULY 10, 2017, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) LEICA TCRA1103 ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130 100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY DRAWING PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON (IF ANY) ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND BENCHMARK SURVEYING LLC DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THE ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS/OWNERS/ARCHITECTS AND ALL OTHERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555 or 811 LEGEND WATER VALVE OO SET 5/8" REBAR W/ PLASTIC CAP AS NOTED. HYDRANT UNLESS OTHERWISE STATED. 63 WATER METER MONUMENTS AS NOTED QS @❑ MANHOLES (SS/SD) x FOUND TACK IN LEAD PLUG AS NOTED, ❑ CB UNLESS OTHERWISE STATED. -0- POWER/UTILITY POLE M. OR MEAS.: MEASURED DIMENSION GUY ANCHOR P. OR PLAT: INDICATES RECORD PLAT DIMENSION Q POWER TRANSFORMER C. OR CALC.: INDICATES A CALCULATED DIMENSION © POWER VAULT OR PRORATED PLAT PER MEASURMENTS MADE. 13PM POWER METER ❑ TELEPHONE/TV RISER (I) GAS VALVE GAS METER STREET LIGHT X SPOT ELEVATION SIGN o MAILBOX C�C= ROCKERY CONIFEROUS TREE / (W/ APPROXIMATE DRIP LINE) DECIDUOUS TREE (CHRY=CHERRY, MAP=MAPLE, DEC=UNKNOWN DECIDUOUS) (W/ APPROXIMATE DRIP LINE) - - - - - - SUBDIVISION LINES CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — — — — LOT LINES w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE P UNDERGROUND POWER LINES _T UNDERGROUND TELEPHONE LINES LITV UNDERGROUND CABLE TV LINES OHL OVERHEAD UTILITY LINES —0-0-0-0-0— CHAIN LINK FENCE x x x x x WIRE FENCE ❑ ❑ ❑ ❑ WOOD FENCE LEGAL DESCRIPTION: LOTS 19 AND 20, BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 TO 98,IN KING COUNTY, WASHINGTON. TOGETHER WITH PORTIONS OF TRACT 46B AND THE ADJOINING PUBLIC USE AREA OF SAID BLOCK 46 DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 19; THENCE SOUTH 03'36'15" WEST ALONG THE EAST MARGIN OF HARRINGTON AVENUE NORTHEAST 25.58 FEET; THENCE SOUTH 86'34'35" EAST LONG THE LINE ESTABLISHED BY CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA 7-83, RECORDED UNDER RECORDING NO. 8304119003, A DISTANCE OF 200.62 FEET TO THE CENTERLINE OF HARRINGTON PLACE NORTHEAST (12TH PLACE) AS VACATED UNDER ORDINANCE NO. 2553 OF THE CITY OF RENTON, RECORDED UNDER RECORDING NUMBER 6647013; THENCE NORTH 32'18'14" EAST ALONG SAID CENTERLINE 302.51 FEET TO THE INTERSECTION WITH THE WESTERLY EXTENSION OF THE SOUTHERLY MARGIN OF 11TH AVENUE NORTH; THENCE NORTH 54'59'36" WEST ALONG SAID LINE 25.03 FEET TO THE NORTHWESTERLY MARGIN OF HARRINGTON PLACE NORTHEAST; THENCE NORTH 32*18'14" EAST ON SAID MARGIN 7.87 FEET TO THE SOUTH EAST CORNER OF TRACT 46A OF SAID PLAT; THENCE NORTH 54'59'01" WEST ALONG THE SOUTH LINE OF SAID TRACT 46A 61.51 FEET; THENCE NORTH 88'58'57" WEST ALONG SAID LINE 56.75 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 89'26'37" WEST 67.37 FEET TO THE SOUTHEAST CORNER OF LOT 21 OF SAID BLOCK 46; THENCE NORTH 88'59'21" WEST ALONG THE SOUTH LINE OF SAID LOT 152.00 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 03'36'15" WEST ALONG THE EAST MARGIN OF SAID HARRINGTON AVENUE NORTHEAST 279.38 FEET TO THE POINT OF BEGINNING. ALL ACCORDING TO THE RECORD OF SURVEY IN BOOK 355 OF SURVEYS AT PAGE 234-236, RECORDING NUMBER 20161214900021. BEING THE REVISED LEGAL DESCRIPTION, PURSUANT TO THAT CERTAIN CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA17-000311-LC, RECORDED UNDER RECORDING NUMBER 20170620000728. SPECIAL EXCEPTIONS: AS PER CHICAGO TITLE COMMITMENT NUMBER 0096783-06 UPDATE 2ND COMMITMENT EFFECTIVE DATE JUNE 19, 2017: 1. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON CORRECTED PLAT OF RENTON HIGHLANDS NO. 2: RECORDED IN: VOLUME 57 OF PLATS, PAGES 92 THROUGH 98. Q2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS DISCLOSED IN ORDINANCE NO. 2465 OF THE CITY OF RENTON: GRANTED TO: CITY OF RENTON, PURPOSE: SEWER AND RIGHT OF WAY, RECORDING DATE: FEBRUARY 17, 1969, RECORDING NO.: 6471624, AFFECTS: PORTION OF VACATED STREET. (APPEARS TO BE OFF -SITE TO THE SOUTH) 4. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON SURVEY: RECORDING NO: 20161214900021 R-394430 CERTIFICATION: TO CHICAGO TITLE, SUNSET COURT LLLP, A WASHINGTON LIMITED LIABILITY LIMITED PARTNERSHIP, AND ITS SUCCESSORS AND/OR ASSIGNS, RBC-SUNSET COURT, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND ITS SUCCESSORS AND/OR ASSIGNS, RBC TAX CREDIT MANAGER II, INC., A DELAWARE CORPORATION, AND ITS SUCCESSORS AND/OR ASSIGNS. HOUSING AUTHORITY OF THE CITY OF RENTON WASHINGTON A WASHINGTON PUBLIC CORPORATION: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(A), 6(B), 7(A), 7(B)(1), 7(B)(2), 8, 9, 11, 13, AND 16 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON DECEMBER 2014, JANUARY 2015 AND FIELD INSPECTED JULY 10, 2017. DATE OF PLAT OR MAP: 7/18/2017-- R,•. D�� JOSEPH R. DERSHAM WASHINGTON P.L.S. NO. 33127 3127,, ALTAINSPS LAND TITLE SURVEY FOR SUNSET COURT LLLP PORTION OF: NW 1 /4, NW 1 /4, SECTION 09, T. 23 N., R. 05 E., W.M. PROJECT NO. RHA-20 1 7.02 SHEET I OF 1