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HomeMy WebLinkAboutLarge FormatCITY OF RENTON, WASHINGTON APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE SHORT PLAT N0. LUA-11-088 SHPL LND XX-XXXX OWNERS DECLARATION EXAMINED AND APPROVED THIS __-_ DAY OF ------- --, 20 DIRECTOR, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS ____ DAY OF—_—__—_, 20 KNOW ALL PERSONS BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS DEVELOPMENT ENGINEER IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS. SIGNATURE CUSTOM HOMES OF WASHINGTON, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: ------------------------- ITS: ISOLA FINANCIAL, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: ------------------------ ITS: ACKNOWLEDGEMENTS STATE OF_—____ —) ) SS COUNTY OF _______________) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -- OF 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 OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES STATE OF__—_____________) SS COUNTY OF-_-____�______) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE --------------------- OF 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 OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ....... DAY OF ............ 20....... AT ....... M IN BOOK .......... OF ........AT PAGE......... AT THE REQUEST OF ..S .....URVEYOR...S ..................... S'NAME . . . . .. .......................................... MANAGER SUPT. OF RECORDS LEGAL DESCRIPTION EXAMINED AND APPROVED THIS ____ DAY OF ----------- 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER LOT 1 OF CITY OF RENTON SHORT PLAT NO. SHPL-077-89, RECORDED UNDER RECORDING NO. 9007279001, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 161.32 FEET THEREOF; ALSO EXCEPT THE NORTH 13.69 FEET OF THE WEST 98.96 FEET OF THE REMAINDER. (ALSO KNOWN AS LOT 1 OF BOUNDARY LINE ADJUSTMENT NO. LUA-99-046-LLA RECORDED APRIL 21, 1999 UNDER RECORDING NO. 9904219003, IN THE OFFICIAL RECORD OF KING COUNTY, WASHINGTON.) GENERAL NOTES 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 9904301700 2. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20000406000763 3. 10' DRAINAGE EASEMENT AS DEPICTED ON LOT 1 IS HEREBY DEDICATED TO THE CITY OF RENTON UPON RECORDING OF THIS SHORT PLAT 4. PK NAIL AND SHINERS ON THE ROAD FRONTAGES ARE CURB PLUGS THAT ARE SET ON THE LOT LINES EXTENDED. DISTANCES PROVIDED ON FACE OF PLAT ARE FROM THE CURB PLUG TO THE PROPERTY CORNER. 5. AN EASEMENT IS HEREBY GRANTED TO PUGET SOUND ENERGY, U.S. WEST, AND A CABLE T.V. COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF LOTS 1 THROUGH 9 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE;, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS 'z"UBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIME FOR THE PURPOSES STATED. 6. _THE 10' -PRIVATE _ LA.N.DSCAPIRG - EASEMENT ALONn-I._'-NE STREET FRONTAGE OF LOTS -1 THROUG 1--9 IS --FOR - T; i BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 9. THE OWNERS OF LOTS 1 THROUGH 9 SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPING WITHIN SAID EASEMENT. AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE, OTHER THAN WATER, TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS' RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN 20.45... 11�� I p ............ ..1..�!:..... ............. CERTIFICATE NO. NE 12th STREET w z w wz Q w Z O CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE I Bothell, WA 98012 I PHONE (206) 713-6939 Fax (425) 658-7361 PORTION OF POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. VICINITY MAP "NOT TO SCALE" w z w w z z > w Q Ld > Q z Q w N w V) o w Z w OUj o Q 0 PROJECT NE 16TH STREET LOCATION oNE 2TH STREET cn OR' w PRE w a P N� OVERPASS -� o N z O 0 0 w w Z w w Z D w Z W� Q > CALC POSITION PER I Q w VOL. 129 PG. 75 N w (CITY OF RENTON C.P.N. 57) N 186452.8653 Z w E 1306190.396 O Q � w N89-33.18"W (BASIS OF BEARINGS) N89'32'24"W (R) 455.94'),-__1',325.21' FOUND CONCRETE MON IN CASE WITH FOUND CONCRETE MON IN CASE WITH COPPER TACK IN 1 1/2" BRASS DISK AND PUNCH AT LEAD AT INTERSECTION OF N.E. 12TH AND ABERDEEN INTERSECTION OF N.E. 12TH AND AVE. N.E. MONTEREY AVE. N.E. (CITY OF RENTON C.P.N. 71) DOWN 0.6' N 186463.1572 N 186466.77 E 1304865.211 E 1304409.28 EL 284.63 EL 260.06 8/16/2011 8/16/2011 •F � • 30444 9 �: S ••�.0ISTVh%*, ONA L •L A�� CONTROL HAP NTS ONTEREY HEIGHTS SHORT PLAT DWN. BY RvM CHKD. BY GTC DATE 3/6/13 JOB NO. 12-015 SHEET 1 OF 2 CITY OF RENTON, WASHINGTON RECORDING NO. VOL./PAGE SHORT PLAT N0. LUA--11-088 SHPL LND XX-XXXX FOUND 5/8" REBAR— WITH CAP "YINGER 19586 0.09'S OF CALC. COR. r N w O O 0 z FOUND 5/8" REBAR WITH NO CAP/BENT OVER 0.26'S X 0.50'W OF CALC. COR. '\ ---------------{ — — — — — — — — — — — — __ I I I 0C N89'55'26"W 98.96' z I I w FOUND CONCRETE MON IN CASE WITH w 1 1 /2" BRASS DISK AND PUNCH AT I INTERSECTION OF N.E. 14TH AND Q I MONTEREY AVE. N.E. w I DOWN 0.6' � (0 I oN w z O I N89'55'23"W 153.30' 15.00' 20.05" 112.30' 6.00' 8.50' 00 o � r I I`' o z LOT 3 1 6338 SQ. FT. I I ^ � °p d=8'26'04" R=220.00' 10 o j L=32.39' 1 1 !; N 9.83'--' j N89'55 26"W -j 0 X 101.43' / 0 4.82' C o A=5'58'46" Icl R=220.00' C �L=22.96' 0 15, LOT 2 / 20' 5639 SQ. FT. 10' UTILITY & LANDSCAPE EASEMENT LOT 9 7954 SQ. FT. N89'33'18"W 114.67' LOT 8 6002 SQ. FT. SEE NOTE 5, SHEET 1 W 10.01 SEE NOTE 6, SHEET 1 )P:� N89'3333'18"W / /� ' N89'S5'26"W / 10' UTILITY & LANDSCAPE / / Z EASEMENT ' 86.27 4.88' 0 11 SEE NOTE 5, SHEET 1 20.00 ,�, SEE NOTE 6, SHEET 1 LOT 7 6636 SQ. FT. 120 WATER & SEWER EASEMENT ;v REC. 9904301700 & 04 REC. 20000406000763 / z / I / / 10_.03' / / N89'33'18"W 89.15' - 139.15' -- 50.00 I I c l LOT 1 10292 SQ. FT. II / / o / LOT 6 LO I / 4779 SQ. FT. r7 / / `O cD 10.01' / N89'33'18"W /N 102,00' LOT 4 ,�/^ 5783 SQ. FT. j o 00 0=14'28'41" M o oo o R=1.30.00' o �Q L=32.85' z LOT 5 I 15' ! 20' 1 NO'26'42"E 6863 SQ. FT. L6 `D 0=90'32'52" w 1.82' 0=90100'00" ` L=25. =39.0511' 000 R=25.00' ----�---� N �=39.27'------ — - - - N89'331811 W I. t 252.26' - ICO o 10' PUBLIC STORM o EASEMENT SEE NOTE *r I 3, SHEET 1 N89'33'18"W 74.57' _ - - 177.69' - - NE 12TH STREET 455.97'(MEAS.) CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE Bothell, WA 98012 PHONE (206) 713-6939 Fax (425) 658-7361 PORTION OF POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. -NOTE: PK NAIL & SHINER IS SET 0.07' EAST OF WEST FACE OF CONCRETE WALL NOTE: PK NAIL & SHINER IS SET 0.20' EAST OF WEST FACE OF CONCRETE WALL FOUND 1/2" REBAR NO CAP 0.14'W X 86.69'S OF NE COR. _�-NOTE: PK NAIL & T SHINER IS SET 0.07' EAST OF WEST FACE OF CONCRETE WALL 0 cV I I 1 i I FOUND 1/2" REBAR WITH CAP "5524 JOYNER" 0.31'W X 0.06'S OF CALC. COR. I 3 ' Z. CHRIST 4'�'••�F WAS�l •• s 'F • c •'. ,� 30444 .' 40 l00'AL:LA9S 1 " = 3 0' SURVEY LEGEND • FOUND CAPPED REBAR o SET CAPPED REBAR LS 30444 x SET PK & SHINER LS 30444 Oil FOUND CONC. MON. IN CASE PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 332-130-090. FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) AND/OR A 5 SECOND DIRECT READING TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL SURVEY. MONTEREY HEIGHTS SHORT PLAT DWN. BY DATE JOB NO. RvM 3/6/13 12-015 CHKD. BY SCALE SHEET GTC 1" = 30' 2 OF 2 SCALE: 1 "= 30' 30 15 0 30 60 I I I i I I I SDMH RIM = 248.01' IE 12" CONC.I E _-7-45.55' IE 12" GONC.I E - 9-45.35' -- N - SE 1 /4, SEC. 5, TWP. 23N., RGE. 5E., W.M. ll, c m `11� o SUMP = 257.46' T, N TiON VAULT INFO. LOT I a a I I2��\ / I I1 '' I DL 21 RIM = 269.50' ��� i < �p o �5 UNABLE TO OPEN I "`2� ( " �Q� oojs� -40 DL#2 I ��n RIM = 269.51' I I t . c UNABLE TO OPEN - - - - - - - - - I SDMH LOT � ( °� RIM = 268.47' L� IE 12" CPP N = 264.97' LOT 4IE 12" CPP W = 264.87' t� SDMH o iI SSMH RIM = 268.22' m Q cn RIM = 269.23' IE 12" CPP E = 264-87' c 12" N /S I IF 12" CPP S= 264.82' I .'a i v p G CTR CHNL=256.73' <+— ------------------- SDMH W W- C A I I SDMH lT/7Tj NOT AVAILABLE i _ _ _ _ _ O I Io RIM = 9.52' / AT TIME OF SURVEY' I t - IE = 262.04 SS SS SUMP 1/257.5' i — —MATC EXIST ASPHALT LOOT 5 DRIVEWAY, ( SEE N' TE DRIVEWAY WOOD FENCE W END !HOOD FENCE ( a a' 0.5' j S 0.7' I j `� ( p #1 DL 2 WOOD FENCE r' \ COR. S 0.4-1 FOUND 5/8" REBAR NJ/CAP \ WOOD FENCE - - --�� LS NO. 19586 YINGER 1 I S 0.7'� qt /LJ / 8/20/2011 / 1.3' EDGE CO C. 17.67' ACCEPTED i�6:5) (1:�G:§) WALL ON LINE I t I I t --------------J-- --- -- \ rOUND MAG/NAJr1ER G WALL z5 R / DR STRONG 15986 r ���� 10.57'i( o COR. WO D FENCE ON-LINE ,` S 0. 'X E 0.1' 8/20/2011 � R 9 GARAGE I ( �, \ ACCEPT FENCE/WALL 6 ON LINE mj v CR N �' � - R - ���� � FENCE/WALL IN.. 0. 2' SS OIL LOG / ME0 STUB TYP) o CONC. TENNIS COURT O I APPROXIMATE LOCATION Ull PE j CITY OF R N"(ON - ------------------------ 11T)) � i SE! rR ASRtlll lHS GRASS�274� SOIL LOG FOUND 1/2" REBAR NO/CAP �I2' APPLE 0.2 W l IHA WEST R/W 18' '--- 5.5' CURB & PLANTER 10' EAST -- 18' 5.55' CURB & PLANTER WALK S E DSCAPING PIAN 2— 00XF la,. 2 �222_ CONC SIDEWALK I�t �--- SEE LANDSCAPING PLAN 3" COMPACTED DEPTH CLASS B ASPHALT ! CONC VERTICAL CURB 2 1 /2" COMPACTED DEPTH &GUTTER CRUSHED SURFACING TOP COURSE (�') 5" COMPACTED DEPTH CRUSHED SURFACING dAQE COURSE NATIVE SOILS COMP�01*ED TO 95% MDD i \ h I Q .� / 8/20/2011, MONTEREY AVE IMPROVEMENT SECTION 0 I SSCO \ FENCE {� {� �] l'[I \ ) i I N FE=275.' _` ON LINE NTS 0 APPLE �" APPLE N l� DRi � o,} ,I O , �N' \ i fir) •• HOUSE lr _ _. - _ - _ --- -- „_ 7 I 2 APPf I / 2 STORY co �lj O� - � r / I WOOD(IMED cy I o -new _ _ UGP L CATE \ c END WALL T �- y r/ ENr ` FENCE ON LINE I I I \•,. Pul o GFE=267.5 =o � � � I • NORTH R/W R/W ` C/L r Q Q CD • . , • lu j An CTR POWER .OLL / io .,, IJA ,m FrV sib I REBARFOUND 5/8" - I%. UNREADABLE BENT OVER f4'.�..VI� • - -8 20 2011 -- N -i- W — / EXIST D 6 :I IDPC — �sx - ASS—. \ ss \ S P FVC EW C B� t WK-. H O � L25 I_NT \ N ,AREA =\\ 70,742 SQ. FT. N �\ 1.6 NACRES y � 4 �\ GRASS OM � 5 .97'(MEAS, ° 30'__._ip ----OP MB'S (2---OP ---0 -� 2s SIGN _ T IC R Op SSMH I SSMH 41 RIM = 244.40' RIM = 2515.25' \SDMH 263. IE 8" CONC. E = 238.20' I 8" N/E/4 CTR CHNL = 245-45 / RIM = 263.00' (METAL FLAPPER INSTALL AT IE) I I IE 12" CPP SW = 260.80' 8" E/W CTR CHNL = 229.20 I \ r SDMH #1244 ILL.0 (r I Z� 2 RIM = 259.20 IE 12" CPP NE = 255.35' 0 t LOit o OA I-- — I `Rl �' I 30' -1piA { 5' 8.5' —� 16.5' OtC t EAST I WALK—s CURB & I � J O I PLANTER 3 { Cj I 2.(i0i�, BASS I �I f/ HOUSE j WOOD FRAMED t I -- L' 11.2' r I SOIL LO.� \ � , I it77 I (175 FOUND 1 "REBAR 1W/CAP ; S N0. 5525 OY3LE 20"PR FOUND 1 /2" REBAR INO/CAP I SSMH r \"'�8/20/2 it 8/20/2011 I { RIM = 279.16' 12" E/W f� ".,J( 20"P CTR CHNL=272.21 Fr, -_ DRIVEWAY �cuss o — —�+i --W w w �d & GUTTER / _'-ASPHALT( RAMP do 0—GRAD— ss Ss 6 \ `�' JS 252.26' _ 61 ---=� GRASS tt GRASS GRASS DRIVEWAY l DRIVEWAY NE 12TH STREET DRIVEWAY ---OP -OP ---OP OP -��------i---� --� -- --r i ssIMH 00��o I .Ooil��7 I RIM = 267.52' IE 8" CONC. E = 262.77' (METAL FLAPPER INSTALL ATIIE) 8" E/W 6" S CTR CHNL i 254.32 I CONC SIDEWALK 9 nn4 r SAWCUT & APPLY TACK COAT. EXIST ASPHALT _ VERTICAL CURB &GUTTER 3" COMPACTED DEPTH CLASS B ASPHALT CONC 2 1 /2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE NATIVE SOILS COMPACTED TO 95X MDD NE 12th ST IMPROVEMENT SECTION NTS City 0f Renton Planning Division NOV 2 8 �U11 U ECENED 7- NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 'I—800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. REVISIONS NO. DESCRIPTION/DATE BY �gD J. x� 5�36874 D1VAL y U 0 0 I p� Q � � N Wa c� 4 � O W3 � N Z 0 8 z Q 3 i Q Q o n ry c� z O 0 z o LLJ </ z LJ__ Z w Q' JOB NO.: 2011-?? DWG. NAME: MAIN_CML.DWG DESIGNED BY: STL DRAWN BY: X CHECKED BY: STL DATE: 6/28/11 DATE OF PRINT: SP-03 3 OF 4 SHEETS �i SCALE: 1 "=30' 30 15 0 30 60 SE 1 /4, SEC. 5, TW!P. 23N., RGE. 5E., W.M. I a -- -------------------------j 130'3 MIS N89'5523"W 153.30' i N89 552 98.96' zI r (N i I I� L n to LO o : a^o I 6,613 s 06 10 O I 0 0 0.15 acres to (>� LO 5,236 sq. ft. I� ( 0.12acres o o w ' w S80- ' " co o ACCESS � 27 20 E � 1► � s 7 S89'55'26"E— — 0 N 1,376 sq. ft. •94' o � 9 CD 96.87' / 0.03 acres 0 47°45' 0 CMG— W I / r /��. -- �69.6fi' N RAG-��vtc,E �To tzkr,4.��� \ 11,022s ft. m Q I ® 0.25/ acres �t koc � 4,784 sq. ft. V: w i I0.11 acres 4 o/ -171 rl SS•5/ I I 7 -- 9 5,26"E 16---� /^ �` O O I I :60� I 83.66' Z, 0 8 5,322 sq. ft. 7,918 s 0.12 acres �� o I �� 0.18ac°s� 40 p 6,1-9p Fpq. ft. co 0�14 acres �� eS89'33' 18"E 94.14 50.00' o h m p I ARIA = 70,742 SQ. FT. cci � � o 1.62 ± ACRE S D ? �- a of I - -- — --------- ----------+ TRACT 26 $89 3;�8"E �/� 4,981 sq. ft. LI I I 64. 0.11 acres w41c) °S89'33'18"E_ _ i 6RAINAGE Zff �T w o 104.03' © of TRACT tO I� d^. v? 5,750 sq. ft. ui b � , Q; I^ w 0.13 acres 00 1 b UD 0 I 6,780 sq. ft. M I ( I 4,762 sq. ft. 0.16 acres ool tD I I 0.11 acres I Z v0ro 34,46__`SQp* _ 8 .7T 50.00' ® �I LO UGP N89°331"W 252.26' ■ ■ _ o ® co � N tri ZI NE 12th St LOT LOT FVC MB'S (2) I I I LOOT 12 o N89'.32'24"W (R) N89-33'18"W TBM#1 455.97'(MEAS.) — FVC SIGN HCR 4 � a� LOT I q 252.26' z 0 0 W 0 cW m N co N PROI ECT DATA SITE ADDRESS: —> 2008 12th St RENTON, WA 98056 PARCEL No.: 334390-2520 ZONING: R-8 EXISTING SITE AREA: 1.62 ACRES PROPOSED DWELLING UNITS: 9 SQUARE FOOTAGE OF LAND IN PUBLIC STREETS: 11,022 Sf SQUARE FOOTAGE OF LAND IN PRIVATE EASEMENT: DENSITY PROPOSED: 6.6 DUTACRE �7 5 DENSITY ALLOWED: 8 DU/ACRE 6 I (j767 g I g NE 12TH STREET i I I I I I i I I i I I I ( I I �� SPEED 25 NO OUT STOP Q i— ry Q z w CL -city of Renton Planning Division OCT 31 Z011 RECENEED FRE:VISIONS NO-1 DESCRIPTION/DATE BY pgD J. 5887 -"IpIJ33APPL�Fss�`��1 i l � IE o Z r 0 Q � t�9 N W Z 3 a� W P CS z O z a 3 (n �-- U < W 0 ZW o V) < W Z z O w JOB NO.: 2011-?? DWG. NAME: MAIN-CIVIL.DWG DESIGNED BY: STL DRAWN BY: JK CHECKED BY: STL DATE: 6/28/11 DATE OF PRINT: SP--02 2 OF 4SHEETS SE 1 /4, SEC. 5, TWP. 23N., RGE. 5E., W.M. a �D �ap0 Axis GRAPHIC SCALE 100' 50' 0 100' 200' 1 "=100' THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. SE 110TH STREET SITE 0 z w Q NE 12TH STREET � 0 � Z }o LL z - � Q z . W I. ry BL it Mal n REVISIONS NO. DESCRIPTION/DATE BY C CL CL 0 IMF N o� �3000 CMt4 t4 �CM gk NO -I OQQ� �o�000ao a. Z 0 Z cn Q Q Q W n Z O C O Z Cn O W m z z 0 W z z a Z w of LL- U JOB NO.: 11-089 DWG. NAME: NEIGHBOR.DWG DESIGNED BY: SPJR DRAWN BY: SPJR CHECKED BY: TJO DATE: 10/18/2011 DATE OF PRINT: NH-01 of efito. lin DivlisiOrmF 1 SHEETS rT 3 1 ZU it RC'r,,[�flE0 SCALE: 1 "=30' 30 15 0 30 60 SURVEY NOTES DATUM BASIS OF BEARINGS: HELD N89'33'18"W ALONG THE SOUTH LINE OF S.E. Y4 SEC. 5 T23N R5E., W.M BETWEEN CITY OF RENTON CONTROL POINTS #57 A CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF N.E. 12TH STREET AND EDMONDS AVE N.E. AND CONTROL POINT #71 A CONCRETE MONUMENT IN CASE WITH DOMED BRASS DISC WITH A PUNCH 0.6' DOWN AT THE INTERSECTION OF ABERDEEN AVE. N.E. AND N.E. 12TH STREET. HORIZONTAL DATUM: NAD 83/91, WA NORTH "GROUND" COORDINATES SHOWN WERE ESTABLISHED BY THE CITY OF RENTON AND FIELD TIED AS SHOWN. ORIGINATING BENCHMARK: SE 1 /4, SEC. 5, TWP. 23N., RGE. 5E., W.M. t � a i t j o UlA t- J= z o lI D l RA I C SUP = 257.46' DETENTION VAULT INFO. ��� Ia, c \\(� 2� �r RIM = 269.50'5�� ( -. - UNABLE To OPEN I O D o(��% f - - -U =' - - - - - - p \ �J U) DL#2 I��� RIM = 269.51' 0 r c UNABLE TO OPEN — — �W� 7. — — — — — — — — --� � D SDMH \J a I RIM = 268.47' [OJT 7 IE 12" CPP N = 264.�� n 97' I 0 `\IE 12" CRP W = 264.87' '�= \ I SDMH \ , � c� � SSMH RIM = 268.22' - cn RIM = 269.23' I IE 12" CPP E = 264.87 �_ ! 12°° N/S IE 12" CPP S = 2.64.82' ! I CTR CHNL=256.73' -- -- I z----------------- SDMH SDMH � — — W W NOT AVAILABLE _ _ _ _ _ J ( Q In RIM = 269.52' AT TIME OF SURVEY' - SS - SS _ - IU) IE 36" CMP N = 262.04' / HELD CITY OF RENTON CONTROL POINT #71 TOP OF 2 Y2" BRASS I SUMP = 257.52' DISK SET IN CONCRETE 11' SOUTH AND 9' EAST OF THE 1 — - - _ - ��" r LOT 6 � � /Ti,�TTTT/TTTTITITl/ <° � , INTERSECTION OF ABERDEEN AVENUE N.E. AND N.E. 12TH STREET. I I in DRIVEWAY' \I � SEE I oTE � vEWAY WOOD FENCE W END WOOD FENCE I / �I L /,iI DL,#2WOOD FENCE \ / / / VERTICAL DATUM: NAVD 88, s 0.7'-, D ELEVATION: 284.63 FOUND 5/8" REBAR W/CAP\ WOOD FENCE \ -- \„ ' _ OR. S 0.4 L S No. 19586 YINGER �\ I \ 0.7' N00'30'33"E WOOD FENCE coR. N89.5T23"W 153.30' -$- TBM #1 = PUNCH MARK IN 1 Y2" BRASS DISK IN CONCRETE-872o/2o17 - - -' -' \ 13. 39' - S U.7' X E 0-9' \ 17 6r MONUMENT WITH CASE AT THE INTERSECTION OF N E 12TH STREET ACCEPTED I �� FOUND P1A�/WA H, 'E Corc. \_ t 11 76 WALL ON LINE AND MONTEREY AVE. N.E. N89'55 26 98.9675 T > » TIC t'ND MAG `MASHER/ - ! \(o� STRONG 1598 DR STRONG 15986 10.57' �vV ELEVATION: 260.06 I coR. woD FENCE % ON-LINE _ S 0.� 'X E 0A \8/2-0/2011 / 8/20/2011 GIBS GARAGE -- �� 1� \ ACCEPTED / ACCEPT / I' FENCE/ WALL -I TBM #2 = PUNCH MARK IN 1 Y2 BRASS DISK IN CONCRETE �° �? \ r I � GRASS rill", ��1 ������� ON LINE MONUMENT WITH CASE AT THE INTERSECTION OF N.E. 14TH STREET 9FENCE V/ALL AND MONTEREY AVE. N.E. \coIL LOG��\l W. 0.2' ELEVATION:283.09' �fI SS STUQ (TYPAPPROXIMP,TE LOCA"TIONoCONC. TENNIS C COMBINED SCALE FACTOR: PE CITY OF R"_NTON ---TO GET FROM GROUND COORDINATES TO GRID COORDINATES nnl z\SEER ASBUIL S GR�s�274 7- ----- MULTIPLY BY A COMBINED SCALE FACTOR = 0.99999876196 Q �ll 1O �2" A\PLE -2 APPLE Soil LOGFOUND 1/2" REBAR LEGAL DESCRIPTION -, ` l\ I�PA aj\J 2011 fT' lT//j- l SSCO / �` FENCE / LOT 1 OF TRACT 267 OF C.D. HILLMANS LAKE WASHINGTON GARDEN 0 P 1 i / ( r`FE_ _ -_\ f OF EDEN ADDITION TO SEATTLE, DIVISION NO. 4, ACCORDING TO THE j , \ " APPLE " APPLEI I l \ - L75. \ D,R/VE11/ ' ON LINE (��� � PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 82, IN KING 'j 00 '�� I \ I I 0 COUNTY, WASHINGTON. -- �y.. __ . _ ..: : w� .,, ' � HOUSE 2 AP-R E I �: n_ STORY y EXCEPT THE NORTH 20 FEET LYING WEST OF THE EAST 102.30 FEET ' } \.� ` �_/ WOOD FRAMED j N &f 0 ���� \ r FE=276.32 Co THEREOF CONVEYED TO THE CITY OF RENTON FOR ROAD PURPOSES �� I `\r. \ \ UNDER AUDITOR'S FILE N0. 6660996. I I ' \ J , J �' II Y l UGP L CATE S. END WALL E ENf___ z FENCE ON LINT L SS: C� ` l I I oil ��Ih� y F\ /' 10 rGFE=267.5r� d o O THE NORTH 13.69 FEET OF THE WEST 98.96 FEET OF LOT 1 OF CITY o OF RENTON SHORT PLAT NO. SHPL-077-089, RECORDED UNDER ► I I \ �� '\ w KING COUNTY RECORDING NO. 9007279001, IN KING COUNTY, WASHINGTON. ; \ I I ' ` _ ALSO KNOWN AS LOT 3, CITY OF RENTON LOT LINE ADJUSTMENT NO. } I a CD\ \ LUA-99-046-LLA, RECORDED UNDER KING COUNTY RECORDING NO. I I a a \�\ \ RFEA = 70,742 SO. FT. 9904219003, BEING A PORTION OF LOTS 1 AND 3 OF CITY OF t� ' I , \ \ 1\ +ACRES \ RENTON SHORT PLAT NO. SHPL-077-89, RECORDED UNDER KING I { I �FD \ COUNTY RECORDING NO. 9007279001. \ I m �� \ GRAS. \ T , ACT 26 o � z 2'2 (ALSO KNOWN AS LOT 1 OF BOUNDARY LINE ADJUSTMENT NO. VdE_ } I \ I `w I'-) CTR POWER POLE ` LUA-99-046-LLA RECORDED APRIL 21, 1999 UNDER RECORDING NO. 1.5' W of I INE 9904219003, IN THE OFFICIAL RECORD OF KING COUNTY, �� � GRASS v> � V � ' WASHINGTON.) I \I \ \ GRASS (PER TITLE REPORT BY FIRST AMERICAN TITLE COMPANY DATED i A' PROXIMA�E LOCATIO T \ \ PE{� CITY 0 RENTON MARCH 21, 2011 AT 7: 30 A.M. AND SUPPLEMENTAL REPORT 1 DATED '``� . I \ \ APRIL 12, 2011 AT 8:00 A.M. < SEVER ASBUIi�TS SOIL LOG j _ i GENERAL NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT, MONUMENT POSITIONS THAT WERE NOT DIRECTLY. OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED TO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1103 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, PAVING, GRAVELED SURFACES, ETC.) MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL BOUNDARY DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 8/16/2011 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. FOUND 5/8" REBAR W/CAP c,0 \ \ F UND 1\12" REBAR `W/CAP UNREADABLE SDMH \ \ LS N\10. 5525 (QYLER S 0. 2' X lAJ 0.5 RIM = 255.40 \ \ 03 W BENT OVER } \\r BENT OVER \ IE 12" CMP = 253.00 \ 8/2iJ/\1 \� (I 1 N�9 331 W\ t 252. 6 \ , . \ \ W N�'--- s -�-SS SS \ \ SS ` S r8S`2=24TN_T N89`.331$\W-- 252.26' r'� —\\- �`� S5.97'(pnEAS. FVC 't rn ` TBM#1 0' --- t-WK' C1TJK , -HCR \ _ 1 sSMH \ RIM = 251`_-.25' f \ SDMH #1241 8" N/E/VI CTR CHNL = 245.45 ! F\ RIM. = 263.00' IE 12" CPP SW = 260.80' �_ SDMH #1244 LOT `(� 2 � �� RIM = 259.20' ,,$& j IE 12" CPP NE = 255.35' LOT 11 \ C d 40 I \} O\ OOA" ua ° EXISTING FEATURES FENCE 0.2' EAST m Co rn rn N -\mil Y HousE NJOOD FRAPr1ED 11.2' 20"PR FOUND 1/2" REB/ \ 0.2W �8 /20/2011 20"P ~ DR ---w -\-- —W - x — I GRASS DRIVEWAY DRIVEWAY NE 12r ---OP — --OP- -------! SSMH I ��- RIM = 267.52' I (also, IE 8" CONC. E = 262"77' (METAL FLAPPER INSTALL ATI IE) 8" E/W - 6" S CTR. CHNL =' 254.32 I I I I CONTACT DATA OWNER/APPLICANT: MS. PHYLLIS NELSON 2008 12TH STREET RENTON, WA 98056 425.226.5901 SURVEYOR: AXIS Survey & Mapping 13005 NE 126th PL KIRKLAND, WA 98034 OFFICE: (425) 823-5700 FAX: (425) 823-6700 - CIVIL ENGINEER: PREFERRED ENGINEERING, LLC 11627 SE 58TH STREET BELLEVUE, WA 98006 360.661.6656 CONTACT: RICHARD BLAIR, P.E.' t- SHEET INDEX VICINITY MAP SITE ADDRESS: 2008 12th St RENTON, WA 98056 PLANNER: PK ENTERPRISES 23035 SE 263RD STREET MAPLE VALLEY, WA 98038 206.227.7445 CONTACT: PHILLIP KITZES GEOTECH: S&EE 16625 REDMOND WAY, SUITE M 124 REDMOND, WA 98052 425.868.586$ , CONTACT:' CJ SHIN, P E_'. LANDSCAPE ARCHITECT: BACKYARD BOTANICAL LEANNE KUHLMAN, ASLA 24419 30TH AVENUE CT E SPANAWAY, WA 98387 (253) 846-9878 1 * * * * * COVER SHEET & EXISTING FEATURES 2 * * * * * PLAT GEOMETRICS 3 * * * * * GRADING & ROADWAY PLAN 4 * * * * * DRAINAGE & UTILITY PLAN LAX AF—L L. SS T AI\_1 Ga" r t;L-oA <C Q z W ry n City Of Renton Planning Division OCT 31 N11 I NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. REVISIONS NO. DESCRIPTION/DATE BY gD J. & I 874 �� `YI4NAL p I 1 fc co CD CD Q � v w a �w a o V x w CL Z 3 N Z _3 W � W � Z z n, 0 W r V J o U W z z Z W JOB NO.: 2011-?? DWG. NAME: MAIN-CIVILDWG DESIGNED BY: STL DRAWN BY: JK CHECKED BY: STL DATE: 6/28/11 DATE OF PRINT: SP-01 1 OF 4 SHEETS n SCALE: 1 "=30' 30 15 0 30 60 SE 1 /4, SEC. 5, TWP. 25N., RGE. 5E., W.M. 0 Lij C ( SUMP = 257.46' U� DETENTION VAULT INFO. i LOT 0 2) I Q ( DL 1 RIM = 269.50' p(('S� �A UNABLE TO OPEN DL#2 ( U I Ia ---- D - 175 �\OG'�'�O�a �------- i I I ���✓✓ O �o \u� RIM = 269.51' n(\�� Q `. I V UNABLE TO OPEN ��o -' - - - - - - - - SDMH �J RIM = 268.47' ��� %� ( IE 12" CPP N = 264.97' LOT �i 9 cn IE 12" CPP W = 264.87' L� IJ-------------- SDMH _ ----- _ � I � � SSMH RIM = 268.22' Icn RIM = 269.23' I I I IE 12" CPP E _ `L64.87' 0 I ' 12" N/S IE 12" CPP S = 264-82' >-� ' CTR CHNL=256.73' -- -- + — — — — — — — — — — — — — — — — — — — SDMH -W - -W a ' V- ( a I SDMH � NOT AVAILABLE - - - - - - - - - - - - - - Oto RIM = 9.52' AT TIME OF SURVEY' SS SS_ IE .36" P N = 262.04' \ SUMP - 257.52' n LOT 5 `j' Y SFE 3TE ------ - - - - - - - - — - - - I / NCL7#4 SSMH#3 ryI 2B0 T� i A SS STUB (TYP) �O Il APPROXIMATE LOCATION F- PF CITY OF R' I NTON � , • -�-- - - - - - - - - - - - — - - - - I SF, FFR �FIII _ _I -�- 0�� I I CONN CTTO�XIST W 7. . Q /, / � � ONN�CT TO 6IST'� . 5� Vl/ O SI c2sr 2 / '� ' ----- -- - i DEMOLISH &I LOT 7 TO CONSTR. o i REMOVE SS MAIN - - i � � SEPARATE INFILTRA ON I I ( I � �I �, � � � � •j• � <<� TRENCH � � � ONNE�CT Tr l �L I� n m I EXIST SS SVC I i I � y � H & ` /,, \`AREA\ - 70,742 SQ. FT. I I I REyla� ►MAIN \ \ 1\62 ± ACRES i 0 G I w D \ I I Il �---- - - - - - - - - ---------� TRACT 268 -w #2 NLET#2�, � - - I r REMOVE EXIST �I roc PO R SVC TO LO , \ ` \ R RAI I�G E REMovE ExrsT TRA TPROXIM : �: S MH#2" s�AS C =g•E cI TY F '; R CIE EXIST, \ N SE��ER A� U l � � �60 \ W SVC T LOT' 8 _ �1'5'40' % 7.5' �� rJ VAULT �\ rr. \ \ I LOT € TO-CONSTR. I I SDMH I _ \ / 11 \ USE EXIST WM SEPARATE INFI IN \ RIM = 248.0' °� FOR\LOT 5 \ TRENCH LTRATiq IF 12" CONC.I E = 245.55' SDMH FH S'Y \ IF 12" CONC. E = 245.35' RIM BURIED I r \ \ \� \ _ SS TRENCHI PATCH CABLE PER OR -REQUIREMENTS SDI__ SD— Q ( / o f VAULT U1L-1 f 6-SS SV a o ,N W- —W w l 1 Ss-�- l TO EXIST CB _ z' do c SS SS �.. \ �� _� —� SS Coy— S� �4; N89'33SI��W SS---<-- SS SS SS � t� ` \252-26' r' �' j �'� SS / �D ,�� ,` DSO mac' FVC�� \SSM #1 M#1 0+00�6; 55 97'(MEAS., O \ A 6 1 00, ® WKo a C 30 a _ MB'S (2) T STREET — — — --- -- — -OP OP — — — OP OP ---0 6O SIGN J HCR —OP —OP —OP —OP —OP \ RIM AH 244.40' I RIM SSMH 2515.25' Ile � SDMH #1241 \ P RIM = 263.00' IE 8" CONC. E = 238.20' r I 8" N/E/q CTR CHNL = 245.45 I IE 12" CPP SW = 260.80' I \ SSMH coBMcTAL E/W CTR CHN�PER INST2�9 20T Imo) I \SDMH #1244 I RIM = 267.52' i LOT 12 � �2 ( RIM = 259-20' I IF 8" CONC. E = 262.77' S8 IE 12" CPP NE = 255.35' (METAL FLAPPER INSTALL AT IE) q I 8" E/W - 6' S CTR CHNL 254.32 LOT it 0�15�c) Q n__j Q z W CL City of Renton Planning Division OCT 31 2H11 IjR[E'EN D NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. REVISIONS NO, DESCRIPTION DATE BY pgD J. 38874 � i v 00 O 0 � N W a o � U, Z 3 Uzi 8 i 3 ry W Q W 3: z W o n V 1 W C.� W Q z z Q in z Z W 0L JOB NO.: 2011- DWG. NAME: MAIN-CIVIL.DWG DESIGNED BY: STL DRAWN BY: JK CHECKED BY: STL DATE: 6/28/11 DATE OF PRINT: SP-04 4 OF 4 SHEETS CITY OF RENTON, WASHINGTON I APPROVALS: CITY OF RENTON DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE SHORT PLAT NO. LUA—xx—xxx SHPL LND 20-0577 OWNERS DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION .OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS. SIGNATURE CUSTOM HOMES OF WASHINGTON, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: _ ITS: ISOLA FINANCIAL, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: _ ITS: ACKNOWLEDGEMENTS STATE OF ) SS COUNTY OF ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ OF_ 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 OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES STATE OF ) SS COUNTY OF ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF - 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 OF NOTARY PUBLIC TI TLF MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ....... DAY OF ............ 20....... AT ....... M IN BOOK .......... OF ........AT PAGE......... AT THE REQUEST OF ................................... SURVEYOR'S NAME ......... ........... ............................................ MANAGER SUPT. OF RECORDS EXAMINED AND APPROVED THIS ___ DAY OF__--- 20_ CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT LEGAL DESCRIPTION EXAMINED AND APPROVED THIS __ DAY OF , 20-- ASSESSOR DEPUTY ASSESSOR ACCOUNT NUNBER LOT 1 OF CITY OF RENTON SHORT PLAT NO. SHPL-077-89, RECORDED UNDER RECORDING NO. 9007279001, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 161.32 FEET THEREOF; ALSO EXCEPT THE NORTH 13.69 FEET OF THE WEST 98.96 FEET OF THE REMAINDER. (ALSO KNOWN AS LOT 1 OF BOUNDARY LINE ADJUSTMENT NO. LUA-99-046-LLA RECORDED APRIL 21, 1999 UNDER RECORDING NO. 9904219003, IN THE OFFICIAL RECORD OF KING COUNTY, WASHINGTON.) GENERAL NOTES 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 9904301700 2. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20000406000763 3. 10' DRAINAGE EASEMENT AS DEPICTED ON LOT 1 IS HEREBY DEDICATED TO THE CITY OF RENTON UPON RECORDING OF THIS SHORT PLAT 4. PK NAIL AND SHINERS ON THE ROAD FRONTAGES ARE CURB PLUGS THAT ARE SET ON THE LOT LINES EXTENDED. DISTANCES PROVIDED ON FACE OF PLAT ARE FROM THE CURB PLUG TO THE PROPERTY CORNER. 5. AN EASEMENT IS HEREBY GRANTED TO PUGET SOUND ENERGY, U.S. WEST, AND A CABLE T.V. COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF LOTS 1 THROUGH 9 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE' TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIME FOR THE PURPOSES STATED. 6. THE 10' PRIVATE LANDSCAPING EASEMENT ALONG THE STREET FRONTAGE OF LOTS 1 THROUGH 9 IS FOR THE BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 9. THE OWNERS OF LOTS 1 THROUGH 9 SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPING WITHIN SAID EASEMENT. 7. RIGHT OF WAY DEDICATION RECORDED UNDER KING COUNTY RECORDING # AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2. OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE, OTHER THAN WATER, TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS' RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN .AFIZZ«-.... 20.3... .....�. G ...................... CERTIFIC TE N0..... NE 12th STREET CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE Bothell, WA 98012 PHONE (206) 713-6939 Fax (425) 658-7361 PORTION OF POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. VICINITY MAP NOT TO SCALE" w z w w Z z > w ¢ > ¢ z ¢ w V) w w l cf) o O Z w O m � ¢ w PROJECT NE 16TH STREET LOCATION 4b. NE 0 12TH STREET Lp w z w N� OVERPASS o /\ z O Uj w W Z W W Z W z Z Z CALC POSITION PER Q w VOL. 129 PG. 75 I N w (CITY OF RENTON C.P.N. 57) N 186452.8653 Z W E 1306190.396 O m Q � N89'33'18"W (BASIS OF BEARINGS) W N89'32'24"W (R) 455.94' 1325.21' FOUND CONCRETE MON IN CASE WITH FOUND CONCRETE MON IN CASE WITH COPPER TACK IN 1 1/2" BRASS DISK AND PUNCH AT LEAD AT INTERSECTION OF N.E. 12TH AND ABERDEEN INTERSECTION OF N.E. 12TH AND AVE. N.E. MONTEREY AVE. N.E. (CITY OF RENTON C.P.N. 71) DOWN 0.6' N 186463.1572 N 186466.77 E 1304865.211 E 1304409.28 EL 284.63 EL 260.06 8/16/2011 8/16/2011 l� %. CHRIS� Y.••�F WASH. 0:q.�.OA I4, 1� 30444 % •: •�.G I S T WB:10 A ••..• ,NAL L0� CONTROL MAP NTS PLAN g REVIEW RENTON MONTEREY HEIGHTS SHORT PLAT DWN. BY R vM CHKD. BY GTC DATE 3/6/13 JOB NO. 12-015 SHEET 1 OF 2 CITY OF RENTON, WASHINGTON RECORDING NO. VOL./PAGE SHORT PLAT N0. LUA-xx-xxx SHPL LND 20-0577 FOUND 5/8" REBAR- WITH CAP "YINGER 19586 0.09'S OF CALC. COR. N Z 00 O0 O0 (j C� a' zz� = O U) I- J Q O > W Q QLL'j Z J 0 O_ W � Z QLL> :2 O 0 J Z W 0 � 0' LIJ Q W U(Dm 00 QD N I- U 0' M n N W co 0 0 0 z FOUND 5/8" REBAR WITH NO CAP/BENT OVER 0.26'S X 0.50'W OF CALC. COR. --\ ----------------- ---------------- I w FOUND CONCRETE MON IN CASE WITH (� 1 1/2" BRASS DISK AND PUNCH AT I INTERSECTION OF N.E. 14TH AND MONTEREY AVE. N.E. DOWN 0.6' w I 0.04' S X 0.07' E OF CALC. 0 oN I MONTEREY HEIGHTS z Z I VOL. 194 PG. 50 ® I LOT 5 N89'55'23"W 153.30' o 15.00' 20.00.' 112.3 ' N89'55'26"W 98.96' z 6.00' 8.50' w � I rn N 0 � � 0 I � to Z LOT 3 I o 6338 SQ. FT. I N89'55'26"W W LOT 6 o� M I^ "0 A=8'26'04" R=220.00' III N o a L=32.39 Lo 9.83' o 101.43' / 0 4.82' 0 11 A=5'58'46" 0 /co / R=220.00' L=22.96' LOT 2 /�" W 20, 5639 SQ. FT. / # v / 10' UTILITY & LANDSCAPE / N / EASEMENT / `O / LOT 9 7954 SQ. FT. N89'33'18"W 114.67' LOT 8 6002 SQ. FT. SEE NOTE 5, SHEET 1 10.01 N89'33'18"W SEE NOTE 6, SHEET 1 �)K_ / 126.29' P / 10 UTILITY & LANDSCAPE N89'55'26"W / ,� EASEMENT 86.27' / 4.88' C) / SEE NOTE 5, SHEET 1 00, �� / � � � / SEE NOTE 6, SHEET 1 LOT 7 120 WATER & SEWER EASEMENT N i 6636 SQ. FT. REC. 9904301700 & ,n / REC. 20000406000763 tl / z / �n 03' 89.15' 89'33'18"W _ / co `o / LOT 1 LOT 6 10292 SQ. FT. / / _� / 4779; SQ. FT / 3600 35' WIDE RIGHT OF WAY DEDICA EDNTONTO CITY OF TOTAL SQ. FT. 10456.58 10.01' / N89'33'18"W rn /) N / 102.00' N Io j�D 00 A=14*28'41" I i Q oll It R=130.00' ,1 L=32.85' LOT 5 I 15' ! 20' 1 NO'26'42"E 6863 SQ. FT. A=90'32'52" W 1.82' R=25.00' � N \ A=90 00 R=25.0000 L=39.51' / 4-00 --1---� - N kD co �� L=39.-- N89'33'18"W t 252.26' I_ 0 10' PUBLIC STORM o EASEMENT SEE NOTE 3, SHEET 1 N89'33'18"W - 74.57' - - - 177.69' - NE 12TH STREET 455.97'(MEAS.) 0 0 0 41) i� 0 r 0 IO� 139.15' LOT 4 5783 SQ. FT. CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE Bothell, WA 98012 PHONE (206) 713-6939 Fax (425) 658-7361 PORTION OF POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. \-NOTE: PK NAIL & SHINER IS SET 0.07' Ja EAST OF WEST FACE 3 OF CONCRETE WALL W ir 0 z 0 0 0 NOTE: PK NAIL & SHINER IS SET 0.20' EAST OF WEST FACE OF CONCRETE WALL FOUND 1 /2" REBAR NO CAP 0.14'W X 86.69'S OF NE COR. NOTE PK NAIL & SHINER IS SET 0.07' 1 EAST OF WEST FACE OF CONCRETE WALL (0 0 I 00 d- N U D' I- I I FOUND 1 /2" REBAR WITH CAP "5524 JOYNER" 0.31'W X 0.06'S OF CALC. COR. R CHRI,ST� vt� `C 1•0 6F WAS iT' 7 .1*2 b. �• •C 30444 �w SlO�'AL LN* o 1 " = 3 0' SURVEY LEGEND • FOUND CAPPED REBAR o SET CAPPED REBAR LS 30444 x SET PK & SHINER LS 30444 ►ji FOUND CONC. MON. IN CASE PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 332-130-090. FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) AND/OR A 5 SECOND DIRECT READING TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL SURVEY. LOT ADDRESSES LOT 1 - 1209 MONTEREY AVENUE NE LOT 2 - 1215 MONTEREY AVENUE NE LOT 3 - 1221 MONTEREY AVENUE NE LOT 4 - 2004 NE 12TH STREET LOT 5 - 1200 MONTEREY AVENUE NE LOT 6 - 1206 MONTEREY AVENUE NE LOT 7 - 1212 MONTEREY AVENUE NE LOT 8 - 1218 MONTEREY AVENUE NE LOT 9 - 1224 MONTEREY AVENUE NE REFERENCES SURVEY VOL. 074 PG. 191 SURVEY VOL. 290 PG. 036 SURVEY VOL. 266 PG. 099 SURVEY VOL. 129 PG. 075 MONTEREY HEIGHTS SHORT PLAT DWN. BY DATE JOB NO. RvM 3/6/13 12-015 CHKD. BY SCALE SHEET GTC 1 " = 30' 2 OF 2 CITY OF RENTON, WASHINGTON I APPROVALS: CITY OF RENTON DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE SHORT PLAT NO. LUA—xx—xxx SHPL LND 20-0577 OWNERS DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION .OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS. SIGNATURE CUSTOM HOMES OF WASHINGTON, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: ISOLA FINANCIAL, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: ACKNOWLEDGEMENTS STATE OF SS COUNTY OF ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ OF_ 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 OF NOTARY PUBLIC TM F MY APPOINTMENT EXPIRES STATE OF ) SS COUNTY OF ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF_ 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 OF NOTARY PUBLIC Till F MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ....... DAY OF ............ 20....... AT ....... M IN BOOK .......... OF ........AT PAGE......... AT THE REQUEST OF ................................... SURVEYOR'S NAME ........................................................................ MANAGER SUPT. OF RECORDS EXAMINED AND APPROVED THIS __ DAY OF 20 EXAMINED AND APPROVED THIS ___ DAY OF 20 I ASSESSOR I PORTION OF DEPUTY ASSESSOR CITY OF RENTON ADMINISTRATOR, DEPARTMENT OF COMMUNITY I ACCOUNT NUNBER AND ECONOMIC DEVELOPMENT LEGAL DESCRIPTION LOT 1 OF CITY OF RENTON SHORT PLAT NO. SHPL-077-89, RECORDED UNDER RECORDING NO. 9007279001, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 161.32 FEET THEREOF; ALSO EXCEPT THE NORTH 13.69 FEET OF THE WEST 98.96 FEET OF THE REMAINDER. (ALSO KNOWN AS LOT 1 OF BOUNDARY LINE ADJUSTMENT NO. LUA-99-046—LLA RECORDED APRIL 21, 1999 UNDER RECORDING NO. 9904219003, IN THE OFFICIAL RECORD OF KING COUNTY, WASHINGTON.) GENERAL NOTES 1. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 9904301700 2. SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20000406000763 3. 10' DRAINAGE EASEMENT AS DEPICTED ON LOT 1 IS HEREBY DEDICATED TO THE CITY OF RENTON UPON RECORDING OF THIS SHORT PLAT 4. PK NAIL AND SHINERS ON THE ROAD FRONTAGES ARE CURB PLUGS THAT ARE SET ON THE LOT LINES EXTENDED. DISTANCES PROVIDED ON FACE OF PLAT ARE FROM THE CURB PLUG TO THE PROPERTY CORNER. 5. AN EASEMENT IS HEREBY GRANTED TO PUGET SOUND ENERGY, U.S. WEST, AND A CABLE T.V. COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF LOTS 1 THROUGH 9 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE' TO -THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER AND WATER, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIME FOR THE PURPOSES STATED. 6. THE 10' PRIVATE LANDSCAPING EASEMENT ALONG TI-!E STREET FRONTAGE OF LOTS 1 THROUGH 9 IS FOR THE BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 9. THE OWNERS OF LOTS 1 THROUGH 9 SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPING WITHIN SAID EASEMENT. 7. RIGHT OF WAY DEDICATION RECORDED UNDER KING COUNTY RECORDING # AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2. OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE, OTHER THAN WATER, TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS' RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN AFIZ1.I�-..., 2013.... r.�... 6.�Lk ........ CERTIFIC TE NO. .... NE 12th STREET w z W Wz Q w z O m CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE Bothell, WA 98012 PHONE (206) 713-6939 Fax (425) 658-7361 POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. VICINITY MAP "NOT TO SCALE" w z w w Z z > w Q Ld > Q z w o w � bi Z O O in m Q w PROJECT NE 16TH STREET LOCATION NE 0 12TH STREET cn OR' w w N� OVERPASS o III z O Uj � "lu\..I Ilr w W z W W z W z w� Q > CALC POSITION PER I Q W VOL. 129 PG. 75 cn W (CITY OF RENTON C.P.N. 57) o w N 186452.8653 Oz w E 1306190.396 Q 0 W N89-33-18"W (BASIS OF BEARINGS) N89-32'24"W (R) 455.94' 1325.21'74 FOUND CONCRETE MON IN CASE WITH FOUND CONCRETE MON IN CASE WITH COPPER TACK IN 1 1/2" BRASS DISK AND PUNCH AT LEAD AT INTERSECTION OF N.E. 12TH AND ABERDEEN INTERSECTION OF N.E. 12TH AND AVE. N.E. MONTEREY AVE. N.E. (CITY OF RENTON C.P.N. 71) DOWN 0.6' N 186463.1572 N 186466.77 E 1304865.211 E 1304409.28 EL 284.63 EL 260.06 8/16/2011 8/16/2011 CHRIST� Q �. •�F WAgk . 4, ram. o e U )30444 •�,C I S TS,?- - K ..... �A L L N� CONTROL MAP NTS CITY OFREVIEW EN OWN [i7j)R 10 2013 I MONTEREY HEIGHTS SHORT PLAT DWN. BY R vM CHKD. BY GTC M9.10 3/6/13 JOB NO. 12-015 SHEET 1 OF 2 CITY OF RENTON, WASHINGTON RECORDING NO. VOL. /PAGE SHORT PLAT NO. LUA-xx-xxx SHPL LND 20-0577 FOUND 5/8" REBAR- WITH CAP "YINGER 19586 0.09'S OF CALC. COR. N z 00 00 U Z z - O U 1- -1 Q - O 0 w<� � z Z Q W O Z W 05 QL1.> :2 O Ld J bi 0 � q� Q Q LLJ U (D (n 00 CD N U M N 1R co to 0 M 0 0 z FOUND 5/8" REBAR WITH NO CAP/BENT OVER 0.26'S X 0.50'W OF CALC. COR. -\ - - - - - - - - - - - - - - - - - - - - - � r-- - - - - - I LOT 6 W w fN 0 - - - - - - cD M ON Ems.{ z 0� M oM 15.00' 20.00.' N89-55'26"W 98.96' z 6.00' 8.50'- w N ro I I r 0o z LOT 3 6338 SQ. FT. I 0 I^ lu N (D l0 !I d 9.83' N89'55'26"W FOUND CONCRETE MON IN CASE WITH 1 1 /2" BRASS DISK AND PUNCH AT INTERSECTION OF N.E. 14TH AND MONTEREY AVE. N.E. DOWN 0.6' 0.04' S X 0.07' E OF CALC. MONTEREY HEIGHTS VOL. 194 PG. 50 LOT 5 N89'55'23"W 153.30' 112.30' 1A=8'26'04" R=220.00' I L= 32.39' 101.43' / 0 4.82' o �I A=5'58'46" o /co R=220.00' M _cp / cL=22.96' LOT 2 "' is / / o o W 20' 5639 SQ. FT. / j ,5 / 10' UTILITY & LANDSCAPE EASEMENT LOT 9 7954 SQ. FT. N89'33'18"W 114.67' LOT 8 6002 SQ. FT. SEE NOTE 5, SHEET 1 4; W 10.01 N89'33'18"W SEE NOTE 6, SHEET 1 /Z! 126 29' 10' UTILITY & LANDSCAPE N89'55'26"W / / EASEMENT 86.27' / 4.88' Q / SEE NOTE 5, SHEET 1 f� / SEE NOTE 6, SHEET 1 LOT 7 1 I / 6636 SQ. FT. 1 20' WATER & SEWER EASEMENT REC. 9904301700 & / REC. 20000406000763 z I / 10.03' / N89'33'18"W )K- / 89.15' / c / LOT 1 / / LOT 6 10292 SQ. FT. / / / 4779 SQ. FT. _� / 35' WIDE RIGHT OF WAY DEDICATEDD TO CITY OF NTON Ln TOTAL SQ. FT. 10456.58 10.01' / N89'33'18"W 1 /N o )K- 102.00' �t-5� a •`� J 00 A=14'28'41" 1 I Q o II R=1.30.00' L=32.85' LOT 5 15' 20' ( I 6863 SQ. FT. NO'26'42"E A=90'32'52" w 1.82' \-A=90'00'00" R=25.00' L=39.51' / N _`t 0N0 R=25.00' N cfl L=39.27' 0 0 0 LO in 0 In 139.15' LOT 4 5783 SQ. FT. - - - - - - - . Ln - - - - - - - - - - - - - - - - - - - - - i 34.58' z 82.69' 50.00' N89-3318 W t 252.26' I_ 10 10' PUBLIC STORM o EASEMENT SEE NOTE 1 3, SHEET 1 N89'33'18"W - 74.57' - - - 177.69' - - NE 12TH STREET 455.97'(MEAS.) I� �(c� o I 01 CHRISTENSEN VAN MOURIK, PLLC Professional Land Surveyors Washington, Oregon, Idaho 18520 23rd Dr SE Bothell, WA 98012 PHONE (206) 713-6939 Fax (425) 658-7361 PORTION OF POR. SW 1 /4, SE 1 /4, SEC. 05, TWP., 23 N., RGE., 05 E., W.M. \--NOTE: PK NAIL & SHINER IS SET 0.07' a EAST OF WEST FACE 3 OF CONCRETE WALL UJI z 0 U w 0 3 co NOTE: PK NAIL & SHINER IS SET 0.20' EAST OF WEST FACE OF CONCRETE WALL FOUND 1/2" REBAR NO CAP 0.14'W X 86.69'S OF NE COR. NOTE PK NAIL & T SHINER IS SET 0.07' 1 EAST OF WEST FACE �cq OF CONCRETE WALL cfl 0 I A I FOUND 1 /2" REBAR 1 WITH CAP "5524 1 JOYNER" 0.31'W X 0.06'S OF CALC. COR. CHRI8 (�Li Qy� .•aF WA&� 30444 .• aw sjONAL LA���� 1$$ = 30' SURVEY LEGEND • FOUND CAPPED REBAR o SET CAPPED REBAR LS 30444 x SET PK & SHINER LS 30444 114 FOUND CONC. MON. IN CASE PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 332-130-090. FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) AND/OR A 5 SECOND DIRECT READING TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL SURVEY. LOT ADDRESSES LOT 1 - 1209 MONTEREY AVENUE NE LOT 2 - 1215 MONTEREY AVENUE NE LOT 3 - 1221 MONTEREY AVENUE NE LOT 4 - 2004 NE 12TH STREET LOT 5 - 1200 MONTEREY AVENUE NE LOT 6 - 1206 MONTEREY AVENUE NE LOT 7 - 1212 MONTEREY AVENUE NE LOT 8 - 1218 MONTEREY AVENUE NE LOT 9 - 1224 MONTEREY AVENUE NE REFERENCES SURVEY VOL. 074 PG. 191 SURVEY VOL. 290 PG. 036 SURVEY VOL. 266 PG. 099 SURVEY VOL. 129 PG. 075 MONTEREY HEIGHTS SHORT PLAT DWN. BY DATE JOB NO. RvM 3/6/13 12-015 CHKD. BY SCALE SHEET GTC 1 " = 30' 2 OF 2 # Renton Planning Division JUN: 2 9 2012 ul L D