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HomeMy WebLinkAboutSUB2012-00008 Sheet 2 of 3PUMPKI1\\1 IDATCH SHORT PLAT IN SECTION 11, TOWNSHIP 27 NORTH. RANGE WEST W M NOTES: J 1 THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING EEF-ERSON COUNTY WASHINGTON A 5 SECOND TOPCON GTS -235W TOTAL STATION AND STEEL TAPE. 2 _ 1 2. FOR BASIS OF BEARING AND SECTION SUBDIVISION DATA, SEE VOL. QUARTER CORNER 34 OF SURVEYS, PAGE 124, RECORDS OF JEFFERSON COUNTY, FOUND REBAR & PLASTIC WASHINGTON. SURVEY CAP STAMPED: "10166 S.R. LEE" (4196) J. SEE WASTEWATER SYSTEM PLANS BY JSF ENGINEERING, INC.: DATED 10/2 %2 FOR HOUSE J27 LORDS LAKE LOOP ROAD. DATED 3122112 FOR HOUSE #191 LORDS LAKE LOOP ROAD. I , I LINE TABLE 3 LINE BEARING LENGTH L 1 S53'4555 "E 50.08' L2 NO 1'43'1 6 "W 68.60' THE LOCATION OF LITTLE QUILCENE RIVER AS SHOWN HEREON IS BASED UPON MAPPING BY DEGROSS AERIAL MAPPING DATED MARCH 1996. NORTH LINE OF THE WEST LINE OF SOUTH 330' OF THE NORTH THE NE 114 \HALF OF THE NE 114 S89'58'53'E 660.00' °� 589.94 NEW LOT LINE BUILDING ff/ff fff ff %f�t/�' LOT 2 \ 1 57' X 71 +- 63.1' - // 217,801 Sq Ft \ I RESERVE - I �BUlb V cN f f f f f �� I Rio . 00 AC. \III LINE BACKING AREA o I Z - i; W TQ6 TP�-5 \ �� HOUSE rn �' Ili I � OJ ff /f K m I = _ FENCE 9.4' E - F I/ I NS1HE0 ' � ,\ / f / EXISTING I WELL I / ORCHARD EXISTING DRAINFIEL� J ' -- --- -�- 79.5' p WELL lD #�� djrp I FENCE 10.2' E. 1-- ,�0 USR03 -7 f BUILDINGS ,� 1 I /. 150' J N 1 T� �0 \ TPP--8 TPP--7 / rte• f/fjff �f \ / 1 / S89'S8'S3'E 680.00' S89'44' 15 "W 1332.62' GRAVEL DRIVEWAY PER FIELD TIES 7129111 USED FOR ACCESS TO LOT 2 1249.94' 41.31 �1 �o �o 1 i 1 2665.24' Z �N VOL. f PG. I ) D SUB 12- 00008 /MLA 12 -001 18 SECTION CORNER FOUND 3" D/A. BRASS CAP (7/29/1 1) 2 1 1332.62' 11 12 Lu O rn �Z h 06 m <1- 100 50 0 100 o p SCALE IN FEET DRAINFIELD 26' X 100' SEE NOTE J. TP -10 T -11 LOT 1 � 249,451 Sq Ft / 100 EDGE OF ASPHALT 4P \ 5.73 AC. PER FIELD �O X41 7129111 P� S � � T� 4 TP -3 � TP -12 0 212.98' 447 % .02' .- ...... ............ .. ORDINARY HIGH S8,9'585,3 "E x R= 150.00' / GRAVEL DRIVEWAY PER WATER PER FIELD 150' FWHCA BUFFER I L =94 81 ' FIELD TIES 7129111 TIES 9/25/13. FOR TYPE S STREAM d =36' 12'58" SW CORNER OF FENCE CROSSES THE NE 1/4 PROPERTY LINE GRAVEL DRIVEWAY 8.2' EAST PER FIELD TIES • 7/29/11 an —x FINAL CHECK: SBC PLAT CHECK: SBC DRAWN BY: JKB SER #: 022711-BROWN-BASE-081011 LEGEND. • DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: "CLARK 38956': (9/2511 J) ■ DENOTES FOUND FOUND 518" REBAR & PLASTIC SURVEY CAP STAMPED: "VAN ALLER LS 35986" (7129111) DENOTES EXISTING SEPTIC LID. ® DENOTES EXISTING WELL. TP- 8 © DENOTES TEST PIT LOCATION PER JSF ENGINEERING, INC. —X— DENOTES EXISTING FENCE. DENOTES 20 FOOT WIDE EASEMENT FOR INGRESS, EGRESS AND UTILITIES PER SUPERIOR COURT CAUSE No. 10- 2- 00344 -3, f / COUNTY G/S INFORMATION SHOWS PORTION OF FLOOD ZONE 'A" LYING WEST OF LITTLE QUILCENE RIVER, BOUNDARY OF ZONE 'A" NOT DETERMINED THIS SURVEY. �. 9.72•: 63. - - 1572.64' SE CORNER OF THE NW 114, NW 114 ESpAOuRC NC. RENE 2 1110 PN � A AREAS: OVERALL PARCEL AREA= 10.73 ACRES LOT 1= 5.73 ACRES GROSS (LESS EASEMENT= 5.31 ACRES) LOT 2= 5.00 ACRES VICINITY MAP NO SCALE R= 577.00' L= 93.17' d =9' 15'07" / I SHEET 2 OF 3 N.T.S. .......... .....:::............... x LAND SURVEYING MAPPING .. .... DEVELOPMENT CONSULTING CONSTRUCTION MANAGEMENT `` ``.....,.. ...... 11(27N -2W) P.O. Box 2199 935 N 5th Ave. Sequim, WA 98382 (360) 681 -2161 FAX 683 -5310 (888) 681 -2161 3 LITTLE QUILCENE RD L4kF �0 J o SUBJECT PROPERTY QUILCENE �o QUILCENE WILOWOOD RD 01 / VICINITY MAP NO SCALE R= 577.00' L= 93.17' d =9' 15'07" / I SHEET 2 OF 3 N.T.S. .......... .....:::............... x LAND SURVEYING MAPPING .. .... DEVELOPMENT CONSULTING CONSTRUCTION MANAGEMENT `` ``.....,.. ...... 11(27N -2W) P.O. Box 2199 935 N 5th Ave. Sequim, WA 98382 (360) 681 -2161 FAX 683 -5310 (888) 681 -2161