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HomeMy WebLinkAboutSHP 20100111900006a w G) m z m CI TY OF REN TON SHORT PLAT rr ENTON, WASHINGTO1 OWNER'S DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT THE SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN RWFJ WE SET OUR HANDS AND SEALS. zjAviabow . DA R. WA ON DEPUTY EXECUTIVE DIRECTOR KING COUNTY HOUSING AUTHORITY, A PUBLIC CORPORATION ACKNOWLEDGMENT STATE OF WASHINGTON ) COUNTY OF KING ) ON THI "-DAY 04 _, 20_ PERSONALLY APPEARED TO ME KNOWN TO BE THE DEPUTY DIRECTOR OF THE CORPORATION THAT EXECUTED FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND AN AN OATH STATED THAT HE/SHE WAS DULY AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. DANIEL R. WATSON DEPUTY EXECUTIVE DIRECTOR q�s - sL t NOTARY PUBLIC IN T E STATE OF W GTON NOTARY (PRINT) it _AmFTVffl MY APPOINTMENT EXk DATE -_-_ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EXAMINED AND APPROVED THIS -g DAY OFF -_, 20 e i--8f - v ADMINISTRATOR _. v SITE NOTES: BASIS OF BEARING: NAD 83 (1991), WASHINGTON NORTH ZONE COORDINATES. HORIZONTAL DATUM: HELD WASHINGTON COUNCIL OF COUNTY SURVEYORS HORIZONTAL POINTS DESCRIBED BELOW: PT ID 2883 (ALSO KNOWN AS CITY OF RENTON CONTROL REF: 1866): FOUND 1.5" BRASS DISK WITH A SCRIBED X, DOWN .6' 1N MON CASE AT THE CENTER OF INTERSECTION OF 108TH AVE SE AND SE 176TH ST. PT ID 2882 (ALSO KNOWN AS CITY OF RENTON CONTROL REF: 2110): FOUND NAIL IN 3"X3" CONCRETE, DOWN .5' IN MON CASE AT THE CENTER OF THE INTERSECTION OF SE 176TH ST AND 116TH AVE SE. ALL GRID COORDINATES WERE SCALED TO GROUND USING A COMBINED SCALE FACTOR OF .9999968444, ALL DISTANCES AND ANGLES ARE GROUND, DATE OF SURVEY SEPTEMBER 13 - 25, 2007 SURVEY EQUIPMENT: CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. SURVEY PROCEDURES: FIELD TRAVERSE METHOD MEETS OR EXCEEDS MINIMUM REQUIREMENTS IN ACCORDANCE WITH WAC 332-130-090. TITLE REPORT: THIS SURVEY WAS DONE WITH THE BENEFIT OF THE SHORT PLAT CERTIFICATE ORDER NO. 1244379 ISSUED BY CHICAGO TITLE INSURANCE COMPANY ON JUNE 15, 2009. ADDRESSES: LOT 1: 18100 107TH PLACE SE LOT 2: 17901 105TH PLACE SE SURVEY NOTE: THIS SURVEY WAS MADE TO CREATE LOTS 1 AND 2 BASED ON THE LOCATIONS OF EXISTING IMPROVEMENTS. THE EXTERIOR PROPERTY BOUNDARIES WERE NOT SURVEYED AND NO NEW EXTERIOR CORNERS WILL BE SET. THE TRACT BOUNDARIES WITHIN LOTS 1 AND 2 ARE NOT MONUMENTED AT THIS TIME, KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS SSA DAY 000, , 20-1-0- AS ESSOR ,-------- �/ / -- /-------------- DEPUTY ASSESSOR ACCOUNT NUMBER a2 12- - D 2_0_-- LEGAL DESCRIPTION VOL./PAGE '? �?-/l - NORTHEAST PORTION OF WEST 1 2, S. 32 T. 23 N., R. 05 E., W.M. THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF THE EAST 430 FEET OF THE SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LYING NORTHERLY OF THE SOUTH 210 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE; COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'26'37" WEST 40,02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515; THENCE NORTH 01'26'10" EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF SAID NORTHWEST QUARTER, BEING THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 89'44'31' WEST 93.88 FEET; THENCE SOUTH 65'51'56" WEST 51.22 FEET; THENCE SOUTH 89'26'37" WEST 80 FEET; THENCE SOUTH 4938'17" WEST 54.67 FEET;. THENCE SOUTH 26'50'38" WEST 56.39 FEET; THENCE SOUTH 89'26'37" WEST 20 FEET; THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER AND THE TERMINUS OF SAID LINE; AND EXCEPT THE SOUTH 15 FEET OF THE EAST 430 FEET OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; AND EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVE S.E.; TOGETHER WITH THAT PORTION OF THE SOUTH 400 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF 105TH PLACE S.E.; EXCEPT THE NORTH 37 FEET OF THE WEST 380 FEET OF THE EAST 395 FEET THEREOF; AND TOGETHER WITH THE NORTH 673.90 FEET OF THE SOUTH 1,010.85 FEET OF THE EAST 85 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN CARR ROAD; AND TOGETHER WITH THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'26'37' WEST 40.02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515; THENCE NORTH 01'26'10" EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE SOUTH 89'44'31" WEST 93.88 FEET; THENCE SOUTH 65'51'56" WEST 51.22 FEET; THENCE SOUTH 89'26'37" WEST 80 FEET; THENCE SOUTH 49°38'17" WEST 54.67 FEET, THENCE SOUTH 26'50'38" WEST 56.39 FEET; THENCE SOUTH 89'26'37" WEST 20 FEET; THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 89`26'37" WEST, ALONG SAID SOUTH LINE, 792.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'20'07" WEST 176.50 FEET; THENCE SOUTH 89'26'35" WEST 176.50 FEET TO THE EAST LINE OF THE WEST ONE FOOT OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE NORTH 01'20'07" EAST TO THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE EASTERLY ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S921-0098) Illymmom 1111111011 i • ! NOTE: ALSO SUBJECT TO THE FOLLOWING EASEMENTS AS FILED IN KING COUNTY, WASHINGTON- 1. RECORDING NUMBER: 2572153 (A PARTIAL RELEASE OF SAID EASEMENT AS TO A PORTION OF OTHER PROPERTY WAS RECORDED JUNE 30, 1959 UNDER RECORDING NUMBER 5050185) 2. RECORDING NUMBER 2964034 3. RECORDING NUMBER: 3728991 4. RECORDING NUMBER: 3912209 5. RECORDING NUMBER: 4161927 6. RECORDING NUMBER: 5876176 7. RECORDING NUMBER: 7104140215 8. RECORDING NUMBER: 7305150405 9. RECORDING NUMBER: 8205190702 10. RECORDING NUMBER: 8209270493 11. RECORDING NUMBER: 8209270494 12. RECORDING NUMBER: 8409070698 13. RECORDING NUMBER: 8503220667 14. RECORDING NUMBER: 9103080654 15. RECORDING NUMBER: 9103080655 16. RECORDING NUMBER: 9103080657 17. RECORDING NUMBER: 9103221062 18. RECORDING NUMBER: 9107091017 19. UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NO. S 921-0098, AS DISCLOSED BY THE KING COUNTY TAX ASSESSOR'S ROLL, SEE ADDITIONAL NOTES ON PAGE 3. REFERENCES: SUBDIVISION GEOMETRY AS SHOWN IN R1 WAS HELD FOR ESTABLISHING THIS SURVEY. (R1) RECORD OF SURVEY FILED UNDER RECORDING NUMBER 20040421900003 (R2) BOUNDARY LINE ADJUSTMENT NO. L07LOO40 FILED UNDER RECORDING NUMBER 20070822900006 (P1) PLAT OF VISTA HILLS FILED IN VOLUME 67 OF PLATS, PAGE 99 (P2) PLAT OF VISTA RIDGE FILED IN VOLUME 159 OF PLATS, PAGE 32 (BLA) UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NO. S 921-0098, AS DISCLOSED BY THE KING COUNTY TAX ASSESSOR'S ROLL (BLA1) LOT LINE ADJUSTMENT NO. LLA-014-088 FILED UNDER RECORDING NUMBER 8904079001 ' LAND SURVEYORS CERTIFICATE � I .......,. l I.� THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY-�''F VANTAGE GLEN MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE rya �i 2@1@@1119@@@@fi WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND PACIFIC PARK o SHORT PLAT CITY OF RENTON SPM 140 00 """°AT COUNTY STATUTE AND ORDINANCE I:...;_....... 2009_ 1412 - 112TH AVENUE NE, STE 102 PAGE003 1/20 OF 4:5 BELLEVUE, WASHINGTON 98004 DWN. BY DATE JOB NO. KING COUNT 14:57 a ,. .gin;:.. . ..... . 425.455.7622 °°0 32506 09.14.09 �%i/A09.001.M17 KING COUNTY, WA •••• LF� SURVEYyO S NAME Engineers V SAL �L CHKD. BY SHEET CERTIFICATE NO ................... MANAGER SUPT. OF RE Rf) KM 1 OF 3 A m t9 B� rein¢ zm --3 *� z LL > W0(DI— z — ! LLONO r-a�z HQ +H c.�amx CITY OF RN TON SHORT PLAT RENTON, WA HINGTON OF L O % 1 AW7 SF w N 88`09131" E 0- 83.54 ,b Cb z oor / M FOUND MON IN CASE ((9 2007) ,- 0 RECORDING !NO. SCALE. 1 INCH = 100 FT. NORTHEAST PORTION OF VOL./PAGE WEST 1 /2, S. 32 T. 23 N., R. 05 E., WV M. LUA-08-1 37-SHPL LND 20-0550 ! I 29 29 28 I S86'50'05"W S88"18'58"E ��,/� _ 2653.40' ��iY'" — 32 33 32 WCCS PT ID NO. 2883 HELD FOR POSITION FOUND 1.5" BRASS DISK DOWN FOUND WCCS PT. ID. NO. 2882 €a .6' IN MON CASE } HELD FOR BASIS OF BEARING R i FOUND NAIL IN MON CASE �i Lo !�� I ( I to m �W w N to 0 tP \. N i z ! FOUND BRASS DISK I C I w 0 -,A t 30' WITH PUNCH IN O + 00 z o $, MON CASE (8/2007) r r o o o W R2 FOUND REBAR WITH I ! 'D \ ,,3 ` a+ CAP "LS 11569" �' a r �c z � w CL PER BLA 20070822900006 93' EAST OF LINE C,! o co 0) j IQ VI` 1 � fl 4' CHAINLINK FENCE _ ____ _P I (PAS cb +� MEANDERS ALONG - _------- V(1TH_ ISTR_EET ��-� — , PROPERTY LINE �. % 1,J 50 08 + ! r fS.E. — ` - -�-- — -- _ p0 M S 88'09'31" W 692.46' I 1 S .��®®���- s 316.57717I` r ! "o % 1 o Oy 375.94' o ! co F -�I- o FOUND "KCPW" BRASS DISK I ! ,z, L `� { �� o• o IN MON CASE (8/2007) `LO N 1 ,�, N � L� 0 tT 2 r I REBAR o� D R2 S27 4633"E Q � Q N z o I f , TO BE SET \ 143,910 SFt 22.38' `Li1 60 z I w 0 + w N t rr tr (TYP.) �, 1304 ACt �S .Ir a5 � � � co Ln o V\-.S74 50. y 09+31 E s .. �P q3O �/ ! z 29 f N17' 0, 4¢ a5P I ! SEE SHEET 3 '� J 17500, - 2g B� : 4 �� % tD Cly TRACT C 2 SEWER EASEMENT CIJj/ / , OAff70AL AREA -- .� �6�h� Na. 9103080655 I i S � % 74 734 SF-- GRAPHIC SCALE �� 31 p 1710 Act S�° ......-----' r 3QQ.QQ' ! ! + 1c 0 s0 100 200 400 'E�� _ N82'1.S27 E ! 3 FOUND 3/8" BRASS PLUG DOWN .3' IN MON CASE (9/2007) R1, R2 I pIl I\ cea r co r � z z w w r < Id r 3 r- era eF r r r WATER EASEMENT NO. 8503220667 \ 85- 3 N 88'09'31" E� S. LINE OF N. 673.9' OF S. 1010.58' ( IN FEET ) 1 inch = 100 ft. I.EGEND 0 SET REBAR & CAP, PIS #32506 3r 3 or � SEWER EASEMENT NO. 9103080655 COVERS THE ENTIRE PROPERTY NORTH OF THIS LINE AND SOUTH OF CARR RD. N. LINE OF THE SOUTH 4.00' OF THE NE 1/4 OF THE NE 1 4 18'09'31" E _S 01'19'50" W . -A 37.06' Q0.15'\ - N '09_315.01X _ / ` 65.01' 80.00 i 220.00' x / ! ! 0 f ! o co 1 do o w \ SR 0� CTS (C:T Engineers PACIFIC PARK 1412 - 112TH AVENUE NE, STE 102 BELLEVUE, WASHINGTON 98004 425.455.7622 VANTAGE GLEN SHORT PLAT DWN. BY I DATE JOB NO. LR 09.14.09 1 WA09.001.M17 CHKD. BY SCALE SHEET KM 1 „=100' 2 OF 3 RECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT RENTON, WA HINGTON ADDITIONAL NOTES: 20. THE APPLICANT HAS THE OPTION TO DEVELOP LOT 2 EITHER UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS ALLOWING MULTI FAMILY DEVELOPMENT TO WHICH IT IS VESTED OR TO WAIVE THOSE RIGHTS AND DEVELOP UNDER CITY OF RENTON STANDARDS IN EFFECT ON THE DATE OF APPLICATION. IN EITHER CASE, THE APPLICANT SHALL COMPLY WITH THE CITY OF RENTON STANDARDS FOR WHICH THE APPLICANT DOES NOT HAVE VESTED RIGHTS BASED ON ITS SHORT PLAT APPLICATION. IF THE APPLICANT OPTS TO DEVELOP UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS TO WHICH IT IS VESTED, THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH', THE FOLLOWING KING COUNTY DEVELOPMENT REGULATIONS: KING COUNTY LAND USE CODE REQUIREMENTS REGARDING PERMITTED USE (KCC CH. 21A.08), DENSITY AND DIMENSIONS (KCC CH. 21A.12), DEVELOPMENT STANDARDS - DESIGN REQUIREMENTS (KCC CH. 21 A.14) AND CRITICAL AREA PROTECTION (KCC CH. 21A.24). IF THE APPLICANT OPTS TO DEVELOP UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS TO WHICH IT IS VESTED, THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH THE CITY OF RENTON DEVELOPMENT REGULATIONS FOR MITIGATION IMPACT FEES, TRAFFIC CONCURRENCY, ROAD CONSTRUCTION AND SAFETY STANDARDS, STORMWATER DRAINAGE, AND FIRE AND BUILDING CONSTRUCTION. THE APPLICANT SHALL, IN ANY CASE, BE REQUIRED TO PROCESS ANY DEVELOPMENT APPLICATION USING CITY OF RENTON PROCEDURAL RULES. 21. UNDER KING COUNTY MINIMUM DENSITY REQUIREMENTS IN EFFECT AT THE DATE OF THE SHORT PLAT APPLICATION WAS SUBMITTED, THIS SHORT PLAT WOULD BE REQUIRED TO BE DEVELOPED WITH A MINIMUM OF 257 DWELLING UNITS ON A SITE -WIDE BASIS, INCLUDING A MINIMUM OF 48 MULTI -FAMILY UNITS FOR LOT 2. 22, ANY BUILDING/ LAND USE PERMIT FOR LOT 2 SHALL REQUIRE A SIDEWALK TO BE CONSTRUCTED ALONG THE FRONTAGE OF SE 180TH STREET AND 105TH PLACE SE PER THE APPLICABLE CODE PROVISIONS. 23. NO STORM WATER DRAINAGE REVIEW WAS COMPLETED FOR THIS SHORT SUBDIVISION BECAUSE NO NEW IMPERVIOUS SURFACES WERE PROPOSED OR APPROVED AS PART OF THE SHORT PLAT APPLICATION. PRIOR TO ANY GRADING OR BUILDING DEVELOPMENT OR REDEVELOPMENT OF LOT 2, DRAINAGE REVIEW AND APPROVAL OF A STORMWATER DRAINAGE PLAN SHALL BE REQUIRED. 24. TRACT C-1 AND TRACT C-2, UPON THE RECORDING OF THIS SHORT PLAT, SHALL BE DESIGNATED AS CRITICAL AREA TRACTS AND SHALL REMAIN IN KING COUNTY HOUSING AUTHORITY OWNERSHIP. PRIOR TO ANY DEVELOPMENT OF LOT 2, THE CRITICAL AREAS WITHIN TRACT C-2 SHALL BE SURVEYED AND DELINEATED. ANY FUTURE DEVELOPMENT OF LOT 2 SHALL BE SUBJECT TO BUFFER AND OTHER APPLICABLE CRITICAL AREA REQUIREMENTS, A BOUNDARY LINE ADJUSTMENT PROCESS IS REQUIRED TO REVISE THE TRACT OR LOT BOUNDARIES ACCORDINGLY. SHOULD THE TRACT BE ELIMINATED, ALL RESTRICTIONS RELATING TO SAID TRACT SHALL SELF EXTINGUISH AS NOTED IN THE BOUNDARY LINE ADJUSTMENT. 25. TRACT A CONTAINS AN EXISTING BUILDING MANAGED BY THE KING COUNTY HOUSING AUTHORIT`( FOR COMMUNITY USES. UPON RECORDING, THIS TRACT SHALL REMAIN IN KING COUNTY HOUSING AUTHORITY OWNERSHIP. 26. TRACTS A, C-1 AND C-2 AND ANY INFRASTRUCTURE IMPROVEMENTS LOCATED ON THOSE TRACTS (I.E., UTILITIES, STORMWATER FACILITIES AND/OR RECREATIONAL FACILITIES) SHALL BE MAINTAINED BY THE KING COUNTY HOUSING AUTHORITY, EXCEPT TO THE EXTENT A m THAT A RECORDED EASEMENT OR OTHER AGREEMENT PROVIDES FOR MAINTENANCE BY A �- SPECIFIC PUBLIC OR PRIVATE ENTITY. THIS MAINTENANCE OBLIGATION SHALL RUN WITH THE LAND AND SHALL BE BINDING ON THE — _ SUCCESSORS AND ASSIGNS OF THE HOUSING E: CL AUTHORITY. (n �Zm 3 GRAPHIC SCALE w -Z _— ■ LL m N O 1 0 50 100 200 --�1 001-V HQHH VRmY i ( IN FEET ) 1 inch = 100 ft. SEE SHEET 2 SCALE: 1 INCH = 100 FT. q I I/ NORTHEAST PORTION OF e 0 100 200 1 /2., S. 32 T. 23 N., R. 05 E., W.M. l� �o III LU r }\ \oORIGINA L 71Llr R 10fl�d p� I z to r o L987 SO.F7 A=46 4 III w . cv 39.3 ACRESf SEWER EASEMENT L�1 " f w o NO. 91030806557 DO SEWER EASEMENT �N10'19'25*E- 0 r q NO. 9103080655 82.32' Iy ��q A� (6 f f WATER EASEMENT i i �TF SF O ; rs> 1 N O. 8503220667 1 i ,• " E Np $ a Snjy �� �2 �5`L N 8 g061 � 9 04'b 3,15' a32 06FrV�nC�s9�41��`�� 1 i 27 E 6� `1'F s c0 0,s��� 1 TRACT A 6 Fd COAVAAWTY BUCDAY0 TRACT 29,892 SF SQ118.43' "W � J r o i L O 11 i q r 4 •- 682 AC 370_39' -- 1 i 983,859 SFf q r N 8849'25" E 380.40' i i OA1' 22123 AC# i i tTOTAL AREA 986,81e SFf � 1 i�11 22281 AC± l li q 1 r OR q� l iq i h to i i i 40 w i q 1 i b g 'r o'o mo ' ¢d r-to i i l q o '* LL 0 SEWER EASEMENT 1 i zr00 o r i NO. 9103080655 1 1 w i tn z� i q �' �wz ! Ito � o i WATER EASEMENT f � or z o � # 3' w NO. 8503220667 / zr o r7 w o r to u> z En r " • S89 44'31"W (BLA) %tp.26'37" E • • �— r S89'29'27"W (C) $ 443� r N. LINE OF THE 93.88' (BLA) �, P • S. 210' OF SE 1 /4 OF 93.70' (C) � � � _,•.•+-� " SE 1 j4 OF NIW 1/4 i ! L —y �x 013A S BLAg'27�..._. 6.52' LPG ! 1J 1�� NN449'41107"EE({C)) S S 28 N 26'50'38" E {BLA) .'5 t� I N 26'53'28" E (C) 54.67' folb .4 k8 I A TRACT C-1 56.39' N 65 CRITICAL AREA N 89'26'37" E (BLA) 497,014 SF N 89'2927" E (C) d N 89'26'37""E (BLA) 11.410 AC 20.00' m v N 8'9'29 27 E (C) 80.00' r m FOUND 1.5" BRASS DISK W/"X" r \� o DOWN 5' IN MON CASE I 0 w w 400 i I \�o N 89'29' 27" E 'o� /�- 1.00' N89`26'37"E (BLA) N89'29'27"E (C) 792.19' (DEED) 792.50' (C) 0 w^ wv 3x o nr� OLo co C14 t' o N `- LV O oz N89'26'35"E (DEED) N 89 29'27" E (C)AV 176.50' (DEED) PACIFIC PARK CFT C 175.97 (C) 1412 - 112TH AVENUE NE, STE 102 BELLEVUE, WASHINGTON 98004 425.455.7622 Engineers Co N o u� 2.15' N. OF CALC. CENTER OF SEC. n 0 (8/2007) *- P2 zz — — LUA-08-137—SHPL LND 20-0550 o 0 0 I I I I I I I i 1 VANTAGE GLEN SHORT PLAT DWN. BY DATE JOB NO. LR 09.14.09 WA09.001.M17 CHKD. BY SCALE SHEET KM 1 "=100 3 OF 3