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HomeMy WebLinkAboutSHP 20150720900037APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON LUA09-079 SHPLit EXAMINED AND APPROVED THIS DAY OF ___ _____, 20 EXAMINED AND APPROVED THIS DAY OF Lq 204'�_ SHORT PLAT NO. RENTONWASHINGTON DIRECTOR, LAND USE SERVICES DIVISION ASS SO SCALE: 1 INCH = 40 40 80 rd EXAMINED AND APPROVED THIS DAY OF s� �, 201_ 0 9) DE ASSESSOR P( DON OF I ,0, e 0 M AW 94,0,C_ •3ZZ2C�\ �'��� CITY OF REN701 AD iSTRA OR, DEPARTMENT OF PUBLIC WORKS ACCOUNT NUNBER 1/4 of _SL_1 /4, S . _ 3 2 — T. _2 3 —N., R. —5 -E. , W. M. OWNER'S DECLARATION LUA09-079 SHPL KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS GENERAL NOTES LEGAL DESCRIPTION LN D — 20 — 0548 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 1. NO EASEMENTS PER TICOR TITLE COMPANY DATED MAY 29, 2015 FROM TICOR TITLE COMPANY TITLE REPORT DATED MAY 29, 2015 DECLARATION OF COVENANT: WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE GUARANTEE NO. 6527512. GUARANTEE NO. 6527512. OWNERS. 2. ZONING: R-8 THE EAST HALF OF THE EAST HALF OF PORTION OF THE SOUTH HALF OF THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 32, FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON IN WI SS WHEREOF WE SET OUR HANDS AND SEALS. 3. PROPOSED DENSITY: 8.0 UNITS/ACRE TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, COVENANT AND AGREE To CONVEY THE BENEFICIAL INTEREST IN THE NEW DENSITY ALLOWED: 8.0 UNITS/ACRE LYING NORTHERLY OF THE SOUTHERLY 505.1 FEET OF SAID SUBDIVISION; PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE EXCEPT THE EAST 30 FEET CONVEYED TO KING COUNTY FOR 116TH PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT VtLUFMtN 1. LLU 4. PURPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESIDENTIAL. AVENUE SOUTHEAST BY DEED RECORDED UNDER RECORDING NUMBER SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. 2698240. 5. PARCEL NUMBER 3223059113. FRONT YARD ORIENTATION AND ACCESS FOR LOT 1 AND LOT 6: LOTS 1 AND NOTE: 6 SHALL TAKE ACCESS ONLY FROM SE 186TH PLACE AND FRONT YARDS ACKNOWLEDGMENT SHALL BE ORIENTED TOWARD SE 186TH PLACE. TEN -PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND HOMES TO BE CONSTRUCTED IN THIS PLAT ARE SUBJECT TO THE CITY IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. 5.2.1.4. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN GARDEN, OF RENTON'S RESIDENTIAL DESIGN STANDARDS. ' AREA PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED TO THE INDIVIDUAL FRONT YARD LANDSCAPING PURSUANT TO THE APPROVED LANDSCAPING PLAN t TOTAL AREA OF PROPOSED PLAT = 58513 S.F. - 1.34 ACRES BUILDING CONSTRUCTION PERMIT PHASE. SHALL BE INSTALLED PRIOR TO FINAL BUILDING INSPECTION. NAME �NAME PROPOSED LOTS - 8 C-----"-�"�"" LOT 1 = 4680 S.F. 10 % OF EACH LOT IS AS ITEMIZED BELOW: LOT 2 = 4512 S.F. LOT 3 = 4522 S.F. LOT NUMBER TOTAL LOT AREA (SF) 10% OF LOT FOR BMP (SF) STATE OF4 _ ) LOT 4 = 4514 S.F. SS COUNTY OF ) LOT 5 = 4534 S.F. LOT 6 = 4507 S.F. 1 4678 468 LOT 7 = 4511 S.F. 2 4508 451 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVID NCE THAT V tnt,, Mrd LOT 8 = 4509 S.F. "A" WHOSE NAME AS MANAGER OF-r-Atttt TRACT DRAINAGE = 6925 S.F. 3 4514 452 L.L.C., IS SIGNED TO THE FOREGOING INSTRUMENT AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING AREA IN NEW PUBLIC STREETS 15300 S.F. OR 0.34 ACRES 4 4516 452 INFORMED OF THE CONTENTS OF THE INSTRUMENT, HE OR SHE, AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAMEVOLUNTARILY FOR AD WETLAND: 610 S.F. -UNREGULATED DUE TO SIZE 5 4534 454 AS THE ACT OF SAID LIMITED LIABILITY COMPANY. WITH ADDL. 218 S.F. OFF SITE, TOTAL AREA 828 S.F. (EXEMPT) 6 4513 452 CITY OF RENTON °i DATED ( iii NOTE: 7 4512 452 BASIS OF BEARING: CALC'D N 2'11'13" E ALONG CENTERLINE OF 116TH AVE S.E. Notary P'ublic SIGNATURE OF State of Washington NOTARY PUBLIC n� " " TRACT A IS FOR STORM WATER DETENTION AND MANAGEMENT 8 4509 451 HORIZONTAL: NAD 1983 / 91 VERTICAL: NAVD: 1988 ALLYc�ai�.E K�P�V� PRINTED NAME 0 t[� e�uo� PURPOSES. LOTS 1 THROUGH 8, INCLUSIVE, SHALL HAVE AN My COMMISSION EXPIRES NOTARY PUBLIC EQUAL AND UNDIVIDED ONE EIGHTH OWNERSHIP INTEREST IN CITY OF RENTON 29° 2017 TITLE T p")6 �' TRACT "A" AND LANDSCAPE EASEMENTS. THE OWNERSHIP INTEREST IN "A" SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TRACT MAY NOT BE SOLD OR CONVEYED AND RUNS WITH THE LAND MY APPOINTMENT EXPIRES �" �'` IN PERPETUITY. N0. 1868 W. 1 / 4 CORNER 33 T.23N. R.5E. UTILITY EASEMENTS TO THE SOOS CREEK WATER AND SEWER DISTRICT LOCATION: FOUND A 1-3 / 4" (OUTSIDE DIAMETER) UNDER KING COUNTY REC. NO. 20150612000194 (WATER) STEEL PIPE FILLED WITH CONCRETE DOWN 1.6' IN A AND UNDER KING COUNTY REC. NO. 201 5061 20001 93 (SEWER) MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SE 184TH ST., & 116TH AVE SE DEED OF DEDICATIONN0. ao i5 b� ao a o c �-� 3 1873 IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. UNDER KING COUNTY REC. N0. SE 176 ST NW CORNER 4 T.22N., R.5E. LOCATION: FOUND A COPPER TACK IN LEAD ON A NAME SURFACE WATER/DETENTION FACILITY EASEMENT SE 178 PL MONUMENT CASE AT THE3" CONCRETE POST IMENT DOWN INTERSECTION0OF SE 192ND UNDER KING COUNTY REC. N0. x.61Sool a00b I f74 � ST. & 116TH AVE SE. NAME NAME Q W SE 180 S T. � STORM DRAINAGE EASEMENT UNDER KING COUNTY REC. NO. b t 5 j2'7 a 0 00 175 W N STATE OF_ SE 182 ST. Q SS PUBLIC SIDEWALK EASEMENT o UNDER KING COUNTY REC. NO. 016 0 11.00 "�- COUNTY of _ _ ) QSE 186 ST. " S I TE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT FIRE TURNAROUND & ACCESS EASEMENT UNDER KING COUNTY REC. N0. S �� 1.6 D (I `i 7 00 �'L* ti PRIVATE LANDSCAPE EASEMENT �� 0Dd� SE 188 ST. o_ z. SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE UNDER KING COUNTY REC. N0.�tJ * INSTRUMENT. PUGET SOUND ENERGY EASEMENT DATED UNDER KING COUNTY REC. NO. 20140401000717 SE 192 ST. A STRIP OF LAND 10 FEET IN WIDTH ACROSS ALL LOTS, TRACTS AND OPEN �°o�•* 76 *'Q �* J SIGNATURE OF mss/Kc NOTARY PUBLIC SPACES LOCATED WITHIN THE ABOVE DESCRIBED PROPERTY BEING PARALLEL TO AN STE;:'SJQ` ANAL LAND PRINTED NAME OF COINCIDENT WITH THE BOUNDARIES OF SAID PRIVATE AND PUBLIC STREETS AND ROAD RIGHTS-OF-WAY. VICINITY MAP NOTARY PUBLIC REVISED 6-19-15 BY: NP 6 / 7,/� TITLEN.T.S. SITE ADDRESS. REVISED 6-12-15 BY: NP / REVISED 3-17-15 BY: NP MY APPOINTMENT EXPIRES 18621 116TH AVE SE REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP ASSESSOR'S NOS. 3223059113 REVISED 9-18-14 BY: NP REVISED 4-7-14 BY: NP LAND SURVEYOR'S CERTIFICATE LAKESIDE FAIRWOOD CONFORMED COP ........ 20....... THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY ........AT MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND Tye e Su r ve ors 7'YEE y SURVEYORS20150720900037PROFESSIONAL LAND SURVEYORS SH0RT PLAT CITY OF RENTON SPM 143.00 PAGE -001 of 002 07/20/2015 16:03 ORDINANCE IN . ........... 20..... 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 DWN. BY NP DATE 1-27-14 JOB NO. 13205 "" """• •""•• "•' . .. """•"" CHKD. BY SCALE SHEET ........................................................................ MANAGER SUPT. OF RECORDS � Z -% 6 CERTIFIC N0. ......�........ TG NA 1 OF 2 CITY OF RENTON SHORT PLAT N0. LUA09-079 SHPL RENTON, WASHINGTON EQUIPMENT & PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 3" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. 4O ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED O� ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN �00( COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. �O �O 10' SAN. �A00 Z SEWER ►� I. ESM T °� r REC. N0. .�� N 20070531002564 I cn w zw 00 wi� �o W OM �o U LINE DATA NOI BEARING DISTANCE 1 S8 -r54'1 7*E 5.05 2 S88'44'19 "E 16.86 3 S89040 55 E 11.24 16e _0k G l $ � O P�."", .�� Q� �� �� o� _c DO z 1V an O N 89'5401 2" E 301 63 S E 98 6 TH S T Q� -FIRE TURNAROUND & ACCESS O�GP ESM'T�� i°l�5 PRIVATE LANDSCAPE �.50y 0.50' WIDE AREA �`� SIDEWALK U') a ESM'T 5' SAN. SEWER CURVE DATA FND. 0.5" IRON 0 N 89'40'51" E O o ESM'T LOT 6 LO m W DWN. 0.9 14. BFNC Alk 0.09' W. X 0.08' N. REC. NO. 20140106000221 POT_ r- 66.04 65.66 OB w. 95.15 coo L=18.46 65.08 c " 15 SCWSD PUBLICL 119.67 TN 89 54 12 E w '"'" o SURFACE WATER/STORM WATER W LOT 6 DRAINAGE EASEMENT AREA AREA=4507 S.F. 1- I I Lr (SOOS CREEK WATER ,n `t M o N SEC. 32, T. 23 & SEWER DIST. ) rn 0 r °° w LOT 7 °'� TRACT It it to o #11516 to r SAN. SEWER CR MON. #1873 00 Oo LOT 8, `�? -eco 0p AREA=4511 S.F. o I �r " 3 AREA=6925 S.F. w t-- I 00 `- N °' ESM'T w cO AREA=4509 000 S.F. c0 11438 �n0 `�' # o� z o a ~ 20.00 3 z SEE DETAIL `� 20150612000193 #11432 I Z Ntn N cn t0 to W VISITED: 11 /2013 00 d- + 131.60 rJ= 2 0 pp 1 tri -95.12 64.34 rn 66.03- -'65.55 r r n'S5 -50.52 w 0 12.01 / �I \ N 89'40'51" W C NI 10' UTILITY ESM'TIV - `- 10' I SET MON. IN N REC. NO. N 89 40 51 W 301.41 �UTIL. ESM'T 0I CASE W/BRASS o `� & 10' _ PUGET SOUND ENERGY w 00 .) I DISK & PUNCH I ESM'T REC. NO. 20140401000717 SE 1186 th PLACE LS 29276 Z N I I 5.00 OFFSET N 8 '4 ' (PUBLIC ROAD) 9 051 W ���� 58.95 •- 58.63 - -58.73 _.,_ _58.60 Tw 45.96 E F to o w 295.32 W w TLL ti�Oh Q toSEE w O 0 � w- 0 o 3 �` "DETAIL o 4- B I 3c3 r ^ r `- r- r :- . tn ^ in w r 5' TO BE tri w of N " LOT 4 z • " N DEDICATED AS tO LOT 5 Z LOT 3 z LOT 2 z ADDITIONAL ROW AREA=4534 S.F. AREA=4514 S.F. AREA=4522 S.F. AREA=4512 S.F. LOT 1 #11431 #11437 #11503 #11509 AREA=4680 S.F.I #11515 I I 58.83 58.63 58.73 58.60 61 46 in0)T.. N t0 � N to N .- N N 89029'25" E 2629.52 irn1* 00 N to 00 co tri N N N I w a to r 0 N z a'�o N t0 Ir - S. LN. NORTH 505.1 FEET E. 1/2, E. 1/2 S. 1/2 N.E. 1/4, S.E. 1/4. N 89029'25" 1331.50 1331.50 665.75 to o 1- w co _ 'C)l °i V_ tp p? t0 M N 00 185.88 o rn V_ to r C -4N r9 " z M O;� 0to 0 o N 89'40'51 " W-301.25 �-�--- CR MON. #1868 ---30.0 FND. 2" DIA. IRON PIPE FILLED W/CONC. ul Go IN CASE DWN. 1.7 0.06' N. ON LINE 5\�1�>195.34 VISITED: 11 /2013 24 4 •S • v SON �, N00�- R gEN R� SC 4g a5,9 � E� 3223 . I�A 1321.81 660.91 1 660.91 CURVE DATA FND. 0.5" IRON 0 N 89'40'51" E O PIPE IN CASE Q� LOT 6 LO m W DWN. 0.9 QO w w 0.09' W. X 0.08' N. to o Q POT_ i VISITED: 11/2013 OB ESM"T z coo L=18.46 NP CO N �dam- V. r r N SECTION CONTROL Z r z @R=15.00 SEC. 32, T. 23 N., R. 5 E., W.M. R=15.00 -NOT TO SCALE - L=18.46 CR MON. #1873 1312.32 1312.41 FND. TACK IN LEAD DU N 88'50'24" W-2624.82 IN CONC. IN CASE L=23.07 DWN. 0.75 0=88'07'56" 0.06 S. ON LINE VISITED: 11 /2013 lw 0.50' WIDE PUBLIC SIDEWALK ESM'T o FND. TACK IN LEA[ IN CONC. IN CASE DWN. 0.75 0.06 S. ON LINE VISITED: 11 /2013 S. E. 784 TH ST. I RECORDING N0. -30'- i -30'- d- Q o i a= �i a. V) Q LL_ w 0 0 w w 0 0 o o W Z i0 0.00 O a z "j ow :2X0 Of U Im0clo\ °0 CCOO 0 B 00 " Fn Fn04m P w r 'n I U-) 0) I�JW cV z (^ r vl N I, Z I Y Q _ I r � 0 0 0 �T_ 30.00 w o I wl- ON z 0 0z V) U N C7 � i a �- °' 00 •-- W --30'- -30'- i 0 I FND. 2" DIA. IRON PIPE FILLED W/CONC. IN CASE DWN. 1.7 0.06' N. ON LINE VISITED: 11/2013 r0 r 0 0 ir,* wV- z C4 :D O N z U �w a ►- o -- w EXIST. DRIVEWAY SET MON. IN CASE W/BRASS DISK & PUNCH LS 29276 EXIST. DRIVEWAY EXIST. DRIVEWAY . 0.5" IRON IN CASE 0.9 I'W.X0.08'N. `ED: 11 /2013 SCALE: i INCH = 40 FT. VOL./PAGE POhWN OF _1 /4 of _SE -1/4, S._32 _ T. _N., R._5_E.,W.M. LUA09-079 SHPL LND-20-0548 � LEGEND 19 FOUND 4" X 4" CONC MON WITH 1 5/8" BRASS DISC & PUNCH IN CASE. (2/03) x FENCE LINE AS NOTED BFNC BOARD FENCE SET 1/2- X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "TYEE LS 29276" SET TACK IN LEAD W/TAG NO. 29276 DETAIL A N.T.S. REC. NO. CURVE DATA 6-19-15 0 I O r- Q� LOT 6 LO m W rnI w QO A=14'50'01 " owtoo Ir- to o Q V_ 0.50' WIDE :' O SIDEWALK I N OB ESM"T z 9-18-14 L=18.46 NP L=4.61 o REC. NO. S.E. 792ND ST. Tye e Surveyors SuR�ro�zs PROFESSIONAL LAND SURVEYORS 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 23, I DETAIL B I N.T.S. '001 LOT 1 t! to oo 0.50' WIDE SIDEWALK ESM'T -� d ANY A►. G 41/v*�•�i *� CURVE DATA 6-19-15 rA R=15.00 O R=15.00 6-12-15 L=3.88 NP L=24.05 3-17-15 A=14'50'01 " NP A=91'52'04" 2-12-15 BY: O R=15.00 OB R=15.00 9-18-14 L=18.46 NP L=4.61 4-7-14 BY: NP A=70'31'44" A=1 -r36'1 2" @R=15.00 O R=15.00 L=3.87 L=18.46 A=14'47'55" A=70'31'44" DU R=15.00 L=23.07 0=88'07'56" S.E. 792ND ST. Tye e Surveyors SuR�ro�zs PROFESSIONAL LAND SURVEYORS 10007 GREENWOOD AVE N., SEATTLE, WA 98133 (206)525-3660 23, I DETAIL B I N.T.S. '001 LOT 1 t! to oo 0.50' WIDE SIDEWALK ESM'T -� d ANY A►. G 41/v*�•�i *� LAKESIDE FAIRWOOD SHORT PLAT RAWN BY: DA J08 NO.: NP 1-27-14 13205 CHKD BY: SCALE: SHEET: REVISED 6-19-15 BY: NP REVISED 6-12-15 BY: NP REVISED 3-17-15 BY: NP REVISED 2-12-15 BY: NP REVISED 2-3-15 BY: NP REVISED 9-18-14 BY: NP REVISED 4-7-14 BY: NP LAKESIDE FAIRWOOD SHORT PLAT RAWN BY: DA J08 NO.: NP 1-27-14 13205 CHKD BY: SCALE: SHEET: