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HomeMy WebLinkAboutFP 20130611000790Ful M C M z i WINDSTONE DIVISION 5 SHEET 'u�Aio o4e�0-FP BEING A PORTION OF THE SE1/4 OF THE SE1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON NE CORNER FOUND STONE MONUMENT CDR #2097 (FEB. 2006 i• & JAN. 2013) 00 — CO N O �- O N t;� N 3 13— 2— 2 79 — ----- — --- --- — S87'25'56"E 2645.58' 3� POSITION CALCULATED 1322,79' — I E1/4 CORNER SECTION 3 FOUND STONE MONUMENT (FEB. 2006) I I I I I M LO co N N I � l I \' I I T 00 --I-- I I ---I w .1 —------- — S87*49'0_ 7"E 1322.55 N ----- — — S87'49'07"E 661.27'CN _ Z BMP NOTES: f S87'49'07"E 410.03' N 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED I N ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SPECIFIED IN THE APPROVED CONSTRUCTION DRAWING NO. C7 ON FILE WITH THE CITY OF RENTON AND LISTED IN THE TABLE BELOW: LOT NUMBER BMP TYPE I LOTS 1-7 LIMITED INFILTRATION FOR 700 S.F. OF ROOF AREA AND PERFORATED PIPE CONNECTION LOTS 8-11 BASIC DISPERSION PER DETAIL ON SHEET C5 OF THE APPROVED CONSTRUCTION DRAWING 00 N N 2. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN �O AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING N PERMIT FOR THE LOT. I o V) 3. ALL INDIVIDUAL LOT CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. I 4. ALL INDIVIDUAL FLOW CONTROL BMPS SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. I NOTE: FLOW CONTROL BMP'S THAT ARE LIMITED INFILTRATION SHALL BE PER DETAIL ON SHEET C9 OF THE APPROVED CONSTRUCTION DRAWING. I S1/4 CORNER SECTION 3 FOUND 3/4" BRASSY 3 W/PUNCH IN 4X4 CONCRETE KC #2803 (FEB. 2006) — — 1322.36' 3 2 1 Q 132 36' N88'12'18"W 2644.72' BASIS — Vicinity Map Scale: N.T.S. OPT `r SE 105TH ST w LLJ SITE 65 S�NSE� LLJ W SPQR O SF 0 0 _ FSE 112TH ST SE 119TH ST SE 116TH ST OF BEARING SE CORNER SECTION 3 FOUND 3/4" BRASS PIN 10 11 W/PUNCH IN CONCRETE N COR #1845 (FEB. 2006) RECORDING CERTIFICATE LAND SURVEYOR'S CERTIFICATE ON I HEREBY CERTIFY THAT THIS PLAT OF WINDSTONE DIVISION 5 IS TS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 3, !ES TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES ON. AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE 20130611000790 MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED CITY OF RENTON PLAT 138.00 CORRECTLY ON THE GROUND AND THAT I HAVE FULLY COMPLIED PAGE-001 06/11/2013 09:41 OF 003 VOL 262 PG 055 WI THE P VI ONS�pfi THE PLATTING REGULATIONS. 1/20` KING COUNTY, WA �`�, �'J f .� 5/6/2013 MANAGER SUPERINTENDENT OF S. LAN EE, PLS NO. 45789 \\`�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ s LEGEND + FOUND SECTION CORNER AS NOTED 0+ FOUND QUARTER CORNER AS NOTED JOB NO. 12365 Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 PORT. SETA OF SE1/4, SEC. 3, T23N-R5E, W.M. 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N N O o W (A z - '® r �DMrn -I ---I o G) 2 m r > 7O D z:.. p mO M Cn O U) (") 70 � /� _ M * -0 -1 �y/J P> Q r (n z K: _ D r mm K O m �g -, D m zD z rn z O C = z zT> %a O - - O 00 C Z D /■� [A M :�m /1 9 ;;u c➢n O G 1 S Ti C) � Zj S z 0 O 0VT oa i w M D O D C D NM Fri r- rO ♦ -, O * T r� 1 U) m O O ® ® Z z c�l Z M V o Z: X x(n = � V CA ^� G) M x \ / Z > QVol � 2O:�CmM rri m O Q m 11 ZD Z 0--4 o ;a - i V® D Z m 0mQ a M Q OOZ =gD * D •1 A -0vj (n X > DAD w TT w T i <�% O Z — --A Z V i D OK'.., _ Z M 4.116 O (" V M C� 1— r— (n Z C S v �' y,. 1� ...L NJ0 1 0.L ®.111111h " m O (-4 -4 co w C� V 0; y- ` �m� mm �0. Ma 0 ~N to -� �o J> Mv¢ Zm ••3 O m 01 �ZLL Y• -��P1/� W O th z Mee +LLONO �Om\V --_- i _ �-U-'z N rw" VamY i KCSP 486017 l8 STONE RIDGE VOL. 54, PG. 28 SEVOL. 230 PIGS, 61-65 TRACT A SE CORNER E1/2 REC. NO, 20051020000337 I 1/4, SE1/4 OF TRACT g 1 g SECTION 3 FND 1/2" REBAR/CAP LS 22388, 38965 FND 1/2" REBAR/CAP _ 0.1'f OFF PROPERTY LS 22388, 38965 BARBED WIRE FENCE I BARBED WIRE FENCE N87'49'07"W 251. 4' END 3.8't ON PROPERTY 95,01' 2.3't ON PROPERTY FND 1/2 REBAR/CAP t 23.46 17.37' 19.03 LS 22388, 38965 5' PSDE 96.36** * i 8.9't W & 0.1'f N J �'' �' ti CATEGORY 4 WETLAND OF PROP COR 0 cp. (FIELD LOCATED PER 1527 N v� a� �p CHAD ARMOUR & ASSOC.) 5,249 SO. FT. S87'30'42"E 95.02' "� N21'55'14"W I, 10' PUBLIC WATER U 10.76' EASEMENT TO KING COUNTY WATER cv S06'56'29 E o DISTRICT 90 uN7 TRACT i 'A'� 11.96' � KCSP 584164 w 2 o i PARK o REC. NO, 8709231 174 LO 1521 0 4,359 SQ. FT 6 3 5,225 SO FT N87'49'07"W 65.08' Fo � S87'30'42"E 95.02' 18' 13' - ,; n ` R' L6 Ln gUFEE t ro gSR t1 0 65 ` o M 0 3 o o W r; 11 t TYPE N o CD 1515 0 0 1512 u� , ° TRACT B }; SEASONAL STREAM x CA 5,700 SQ. FT Z 6,738 SQ. FT STREAM ER 11;t (TIP.) RCAL AREA ( )LO 1� ;V '- S8T30'42"E 95.02' W �' o � nj N 10' PUBLIC WATER LO ` 376� SO. FT `n t N 5' PSDE � EASEMENT TO KING COUNTY WATER - - - �r DISTRICT 90 co - - - - - - - - - - - - Z IN N87*49'07"W 90.89' LINE TABLE LINE # LENGTH BEARING L1 5.00' N75'55'19"E L2 8.00' S53'03'19"E L3 15.00' S53'03'19"E L4 20.11' N53'03'19"W 1_5 19.09' S2' 18' 11 "W CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 22,90' 47.92' 27'22'39" C2 17.39' 35.44' 28'06'43" C3 32.77' 25,00' 75'05 58" C4 44.00' 45.00' 56'01'27" C5 32.80' 45.00' 41'45'35" C6 20.14' 50.00' 23'04'26" C7 39.97' 50.00' 45*48'18" C8 62.51' 50.00' 71'38'07" C9 42.20' 50.00' 48'21'31" C10 14.34' 25.00' 32'51'36" C11 21.27' 100.00' 12'11'1C" C12 22.81' 100.00' 13'04'07" CD 15os of ° ET �^�t� REFERENCE SURVEY: CD o -� �, m G� o, d 5,700 SO FA co o; PLAT OF STONE RIDGE (A.K.A. WINDSTONE) VOL. 230, PGS. 61-65, REC. NO. 20051020000337 10 n \ o ` r S8T1508 30'42"E 95.02' r � �• �, `j• no. M C'c� \ 7, 633 SQ. FT �n o 'W _010' PUBLIC WATER \ /- r rf o 2 EASEMENT TO KING °' COUNTY WATER DISTRICT 90 3.00� o OFFS 0 5 10' PUBLIC WATER ; 0 15 15' PUBLIC WATER 0 •� EASEMENT TO KING n EASEMENT TO KING r� 1503 6612 6.12' COUNTY WATER d WEE COUNTY WATER 6,182 SQ. FT S88'34 46 E DISTRICT 90 ,' DISTRICT 90 n Icy � 20.00' f45, LT, L1 Nss; 10' PUBLIC WATER \ o UNPLATTED EASEMENT TO KING _� ` S8T49'07"E 80.01' S3¢2 -'�Y�R��, COUNTY WATER �A DISTRICT 90 u, 0 Cr 8 08 G� 0 7,918 SQ, FT r'9 ` o 5' PSDE ' 10 aoP 15 OFFSET F e�FFE o 7 141100 KCSP 584164 OR 5,797 SQ, FT • y4, REC. NO. 8709231174 tn 0 M' �, ��6 OSe� acs z� �Cr. O Sti554 4 w 8 w CHAIN LINK FENCE END d_ 1417 _4 1.8'f OFF PROPERTY 'n 7,252 SQ. FT. LO UNPLATTED N S56'37'21 "W z z / F \ 15.00' 5' PSE ESMT. REC. NO. o o 18.12', h9' 20121129001026 o M 8 0 co 5ti o \ $ 1404 , En 0 15,87' N 15,906 SO. FT 199 o CIA o - - UNPLATTED �o l� p1` UNPLATTED N 0 W N��' -` v V� �Q a s 1% 5' PSP&L ESMT. r i DRAINAGE NOTES: REC. NO. 61 16838 CHAIN LINK THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 1 THROUGH 6 IS FOR THE BENEFIT OF LOTS 1 THROUGH 7. a , N PARTIAL RELEASE FENCE 1.4'tzvo� THE OWNER{S) OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE N U, REC. NO. ON PROPERTY FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF " 20121129001025 �Cj LEGEND THE DRAINAGE FACILITIES THAT THEY USE IN COMMON. � FOUND MONUMENT AS NOTED PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH `o. • CITY OF RENTON STANDARD ROAD MONUMENT DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL TO BE SET AS CONSTRUCTION IS COMPLETED CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEX' OR STORE STORM AND SURFACE WATER PER THE O SET REBAR/CAP "BCE 45789" ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF N5637'21 "IE i i REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF 15.87' O SET LEAD &TACK OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED ' WLE PUBLIC WATER EASEMENT TO THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY, SINGLE AND SEVERAL, ARE RESPONSIBLE FOR OPERATING, KNG COUNTY WATER DISTRICT 90 MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE / �G A(J (SEE PLAT NOTE 5, SHEET 2) \ HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, P �►r� SSE PUBLIC SANITARY SEWER EASEMENT c PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE m Z (SEE PLAT NOTE 6, SHEET 2) SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, _� �_ PSDE PRIVATE STORM DRAINAGE EASEMENT F ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID ,i (SEE DRAINAGE NOTES AT LEFT) Nc ewe�e \ DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID i UE UTILITY EASEMENT SEE PLAT NOTE 7 AND c PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. "EASEMENTS AND RESERVATIONS", SHEET 2) -THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO 00000 ADDRESS AS PROVIDED BY THE CITY REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE OF RENTON MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S)'S COST. S TREES TO BE RETAINED -THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY 0 20 40 80 PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL c SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO mmm, ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. SCALE: 1 " = 40' SURVEYOR'S NOTES JOB NO. 12365 1. HORIZONTAL DATUM/BASIS OF BEARINGS WAS CALCULATED BY HOLDING THE CITY OF RENTON PUBLISHED POSITION OF MONUMENT 1845, WHICH IS A 3/4" PIN IN CONCRETE IN CASE AT THE SOUTHEAST CORNER OF SECTION 03, T23N, R05E, W.M. AND ROTATING TO THE PUBLISHED POSITION OF CITY OF RENTON CONTROL POINT 2097, WHICH IS A STONE MONUMENT IN CASE AT THE NORTHEAST CORNER OF SAID SECTION. BEARING BETWEEN THESE OR S • �� B a r g h a u s en MONUMENTS WAS TAKEN AS NORTH 01' 25' 20" EAST J� y7ti F W Consulting Engineers,lnc. 2. THIS IS A FIELD TRAVERSE USING A "TRIMBLE 5600" ROBOTIC TOTAL STATION AND TOPCON GR3 GPS WITH A "TDS RANGER" DATA COLLECTOR �' Civil Engineering, Land Planning, Surveying, Environmental Services SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, - 18215 72nd Avenue South Kent, WA. 98032 PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY o Tele hone: 425 251-6222 Fax: 4 SURVEYS AS SET FORTH IN WAC 332-130-090. P ( ) (25) 251-8782 3. UNLESS OTHERWISE NOTED, ALL BACK LOT AND TRACT CORNERS WILL BE STAKED WITH A 1/2-INCH BY 24-INCH REBAR WITH PLASTIC CAP F/0/ T8 ���,� PORT. SE1/4 OF SE1/4, SEC. 3, T2305E, W.M. MARKED "BCE 45789" AS PLAT CONSTRUCTION IS COMPLETED. LOT AND TRACT CORNERS ABUTTING STREETS WERE NOT SET. THE STREETWARD Nq( LRNp L PROJECTION OF THE LOT AND/OR TRACT LINES WILL BE REFERENCED BY A MASONRY NAIL SET AT THE BACK OF THE CURB AT NO SPECIFIC DISTANCE DATE Sl-I'EE� O'l- V FROM THE TRUE CORNER. , SIGNED 5/6/2013