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HomeMy WebLinkAboutSUB2017-00012 short plat reduced 11 x 17PRELIMINARY JOHNSON SHORT PLAT VICINITY MAP NOT TO SCALE AM'S'pN �a SUBJECT rPROPERTY � +f j *4k 0 a w O oc 0 0AY OWNER: GREG & SANDI JOHNSON MAIL: PO BOX 65361 PORT LUDLOW, WA 98365 SITE: 300 WALDEN LN. PORT LUDLOW, WA 98365 DEPARTMENT OF COUMMUNITY DATE DEVELOPEMENT ADMINISTRATOR IN SECTION 8, TOWNSHIP 28 NORTH, RANGE I EAST, W.M., JEFFERSON COUNTY, WASHINGTON ACKNOWLEDGEMENT.• STATE OF WASHINGTON SS COUNTY OF JEFFERSON ) THIS IS TO CERTIFY THAT ON THIS DAY OF 2017, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED DREG AND SAND? JOHNSONAND SAND? JOHNSON. TO ME KNOWN TO BE THE INDIVIDUALS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES DECLARATION AND DEDICATION: KNOW ALL PERSONS BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED, DECLARE THIS PLAT TO BE CREATED BY OUR OWN FREE WILL AND CONSENT. WE ALSO GRANT TO THE LOT OWNERS WITHIN THIS PLAT THE RIGHT TO USE THE EASEMENTS AS PLATTED FOR THE USES AND PURPOSES SHOWN. GREG JOHNSON SANDI JOHNSON IRECTOR OF PUBLIC WORKS CERTIFICATE I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS FINAL PLAT IS IN COMPLIANCE WITH THE CERTIFICATE OF IMPROVEMENTS ISSUED PURSUANT TO THE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE AND IS CONSISTENT WITH ALL APPLICABLE COUNTY IMPROVEMENT STANDARDS AND REQUIREMENTS IN FORCE ON THE DATE OF PRELIMINARY PLAT APPROVAL, THIS DAY OF . 20 DIRECTOR, JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS r DEPARTMENT _OF „Q MUNITY DEVELOPMENT g�+1y 1,S.�RAMa',S CERTIF AT ® I HEREBY CERTIFY THAT ON THIS DAY OF , 20 THAT THIS FINAL PLAT IS IN SUBSTANTIAL CONFORMANCE WITH THE PRELIMINARY PLAT AND ANY CONDITIONS ATTACHED THERETO, WHICH PRELIMINARY PLAT WAS APPROVED BY JEFFERSON COUNTY ON THE DAY OF 20 SCOT B. CLARK, PLS L.S. NUMBER 38956 DATE. ADMINISTRATOR: JEFFERSON COUNTY COMMUNITY DEVELOPMENT DEPARTMENT FINAL CHECK: SBC PLAT CHECK: SBC DRAWN BY: KRS SER1y: 01EM08—JOGS1701—BASE-061317 VOL. PG. MLA17-00067 / SUB17-00014 APN 821-085-001 JEFFERSON COUNTY PUBLIC HEALTH DIRECTOR C��'cTIFICATE APPROVED BY PUBLIC HEALTH DEPARTMENT ON THIS DAY OF . 2CL—. DIRECTOR, JEFFERSON COUNTY PUBLIC HEALTH DEPT. BOARD OF COMMISSIONERS APPROVED BY THE JEFFERSON COUNTY BOARD OF COMMISSIONERS THIS DAY OF 2CL--. CHAIRMAN, BOARD OF COMMISSIONERS ATTEST.- CLERK OF THE BOARD OF COMMISSIONERS TREASURER'S CERTIFICATE ALL TAXES AND/OR ASSESSMENTS DUE ARE PAID 1N FULL ON THIS DAY OF . 20 JEFFERSON COUNTY TREASURER ASSESSOR'S APPROVAL EXAMINED AND APPROVED THIS DAY OF 20 JEFFERSON COUNTY ASSESSOR ATTEST.- DEC 132017 DEPUTY JEFFERSON COUNTY ASSESSOR �1 JUHFi .•.�i!v CCII IY nrP1 (lF ('E`''- N &ECQRQIt YC C&TUFCATE FILED FOR RECORD AT THE REQUEST OF JEFFERSON COUNTY THIS DAY OF , 2017, AT MINUTES PAST _M., AND RECORDED IN VOLUME OF SHORT PLATS, PAGE . RECORDS OF JEFFERSON COUNTY, WASHINGTON. JEFFERSON COUNTY RECORDING NUMBER MANAGER SUPERINTENDENT OF RECORDS SHEET 1 OF 4 N.T.S. PO Box 2199 935 N 5[h Ave LAND SURVEYING seam, WA 9538 }( MAPPING (360) 681-2181 DEVELOPMENT CONSULTING FAx sea -8310 CONSTRUCTION MANAGEMENT (685) 681-2161 8(28N-1 E) — — ELIMINARY JOHNSON SHORT PLA T Ply IN SECTION 8, TOWNSHIP 28 NORTH, RANGE I EAST, W.M., JEFFERSON COUNTY, WASHINGTON 7 $1276.27 588°02 52 E 2552.54' QUARTER CORNER I 1276.27' $ 2" BRASS DISK IN 8" 1j2T RERAR WITHPLASTIC CONCRETE POST, PER VOL. SURVEY CAP STAMPED. BREWER 30, SURVEYS, PG. 78-79. J6791", PER VOL. 32, SURVEYS, PG. 139. I� N8T56 42 ' �f 1267.55' a� M I lV 4 h Z 587'56'42'E 1267.55' 60' EASEMENT FOR 905.95' ,361.6,0' INGRESS, EGRESS & UTILITIES, PER VOL. 13, '��NOV41'50'E — SURVEYS, PG. 107 239.98' �0' SECTION CORNER FOUND A 3-1/2" CONCRETE POST WITH BRASS DISK WITH PUNCH MARK. 8 1258.83" 7 8 1258.83' S87'S026'E 251767' NO WSTES: �1. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING A 3 SECOND TOPCON GTS -235W TOTAL STATION AND STEEL TAPE. 2. FOR BASIS OF BEARING AND SECTION SUBDIVISION DATA, SEE VOL. 30 OF SURVEYS, PAGES 78-79, AND VOL. 32 OF SURVEYS, PAGE 139, RECORDS OF JEFFERSON COUNTY, WASHINGTON. GRID 0157ANCES ARE SHOWN 14EREON USING THE COMBINED R LlIST 3iF�SCALE FACTOR OF 0.999928336. LAMS 3. THIS SURVEY WAS PERFORMED ACCORDING TO WAC 332-130-090 STANDARDS FOR LAND BOUNDARY SURVEYS. THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO FINAL CHECK: SBC MEET THE CURRENT "MINIMUM STANDARO REQUIREMENTS" OR ACCURACY PLAT CHECK: SBC STANDARDS" FOR ALTA/ACSM LAND TITLE SURVEYS. DRAWN BY: KRS SER& OIE2808—JOGS1701—BASE-081317 N 0� 5p 6 a'ov X04 �� S88' 10'06 E _ rn i7 QUARTER CORNER FOUND 5-1/2" SANDSTONE MONUMENT WITH DIMPLE, SCRIBED: "1/4 S': WAY LN VOL. PG. MLA17-00067 / SUB17-000141 APN 821-085-001 200 100 0 SCALE: 1 "=200' CURVE TABLE pCURVELENGTH DIUS 34.17 99.99 339.30 369.97 29.32 104.99 146.76 300.0 109.95 199.99 C6 179.86 419.97 SECTION CORNER 5" SANDSTONE MONUMENT WITH DIMPLE AND GUARD POST, PER VOL. 30, SURVEYS, PG. 78-79. 265788' 8T9 S88' 17'15'E 17 2 OF 4 LINE TABLE LINE LENGTH I BEARING L2 660.23 N875642 "W L3 216.47 _ S875642'E L4 87.85 N53'58'25'E L5 60.00 S85'28'25"W L6 52.55 SO4'31 '49'E L7 0.28' S20'01 '38 "W SECTION CORNER 5" SANDSTONE MONUMENT WITH DIMPLE AND GUARD POST, PER VOL. 30, SURVEYS, PG. 78-79. 265788' 8T9 S88' 17'15'E 17 2 OF 4 DEC 1 3 Li - --couWN nri,Y. of t, 01 11 NlII—YD I \1-1.'E-5�T P.O. Box 2199 935 N 5U+ alae. LAND SURVEYING s"yum, WA 983e2 MAPPING (360) 661-2161 DEVELOPMENT CONSULTING CONSTRUCTION MANAGEMENT FAX 663-5310 (8s6) 6e1-2161 DEC 1 3 Li - --couWN nri,Y. of t, 01 11 NlII—YD I \1-1.'E-5�T PRELIMINARY JOHNSON SHORT PLAT FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: CLARK 12223". ALSO FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: 'FISCHER" S64'53' 13 "W 0.86' FROM CORNER. ALSO FOUND 1 " IRON PIPE, S66'32'36'E 1.17' FROM CORNER. ALSO FOUND CONDUIT WITH PLASTIC SURVEY CAP STAMPED: 'PNM 11681", r-N86'24'49'W 1.14' FROM CORNER. t 383.98' DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: �atr 1 U 06'e 357 85' ;. _ O DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: O 'CLARK 12223' (6/19/17) �O DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: gu HOUSE Lw I ~ 1 SETBACK FROM THE TOP OF LOT 1 I 4.99 AC. n 1 11BANK. (PER ENVIROSOUND z N "CARMAN". (12/06/17) -------------------- y FOUND N86'55 :38"W 0.98' FROM CALCULATED CORNER. 6 2 POSURvEYSO PGO 0 LOVOL 9 - L2 - IN SECTION 8, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M., JEFFERSON COUNTY, WASHINGTON CURVE TABLE CURVE LENGTH RADIUS C 1 J4,17 99.99 C2 339.30 369.97 C3 29.32 104.99' C4 146.76 300.04 C5 109.95 199.99 C6 179.86 419.97 FOUND 0.37' SOUTH OF PROPERTY LINE. FOUND 0.33' SOUTH OF PROPERTY LINE. S87'56421E . 1267.55' ATER TANK _ :r•"•'�- ,y't� k � � l 34.37' . l+ f i 1p0 L I I X24 I � � - t' `y J SANITARY SEWER & WATER LOCATED WITHIN EXISTING ROAD. (RECORD INFORMATION) EASEMENT FOR INGRESS, EGRESS AND UTILITIES PER AUDITOR'S FILE NO. 461931. 6 3, PORT LEys PO 40 LOURV T 9 LEGEND: 1265.97 PROTECTION RADIUS PER \\ AUDITOR'S FILE NO. 427497. 6 PORT VES VOLO 0 LOT 9 SUR VOL. PG. MLA17-00067 / SUB17-00014 APN 821-085-001 80 40 0 80 EAST LINE OF THE SW MER s.P. 126 SCALE: 1 "=80' 1/4 OF SECTION 8.�T 2pG- W�15, FOUND S25'18'50'"W 0.39' LO SOORT P FROM CALCULATED CORNER. VOL. 21 361.60" DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: �atr 1 U 06'e 357 85' ;. STREAM \\ O DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: 328.56' 'CLARK 12223' (6/19/17) 30' BUFFER AND 5' BUILDING DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: 29.29 r Lw I ~ 1 SETBACK FROM THE TOP OF DENOTES FOUND CONDUIT WITH PLASTIC SURVEY CAP STAMPED: I PNM 11681° (6/19/17) n 1 11BANK. (PER ENVIROSOUND 62.55 "CARMAN". (12/06/17) L5 1 Iy1 ,/CONSULTING GEOTECHNICAL PORT AUDITOR'S FILE NO. 298330. LOT 2 5 1 DATED SEPT. 26, 27.04 3.98 AC. CAP. 111 RE) .5'44'4827"W I 53.09 511'37'12'E / ✓ 'a J60.01' L7 EASEMENT EAST LINE. N88'1p'OS"W 34738' 50' BUFFER PER REPORT BY C3 HABITAT CORP, DATED JULY 10, 2017. • DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: LINE CLARK 38956" (12/06/17) O DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: 660.23 'CLARK 12223' (6/19/17) L3 DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: ^ FISCHER" (6/19/17) ® DENOTES FOUND CONDUIT WITH PLASTIC SURVEY CAP STAMPED: L5 PNM 11681° (6/19/17) ❑ DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: 62.55 "CARMAN". (12/06/17) SCOT B. CLARK, PLS } DENOTES AREAS DESCRIBED BY INSTRUMENT RECORDED UNDER L.S. NUMBER 38956 + + + AUDITOR'S FILE NO. 298330. VA;t: DENOTES EASEMENT DESCRIBED BY INSTRUMENT RECORDED FINAL CHECK: SBC �UNDER AUDITOR'S FILE NO. 461931. PLAT CHECK: SBC DRAWN BY: KRS SER* 01E2808-J0GS1701_JBASE-061317 ■� ■®©m ■Oo0 8(28N -1E) FOUND N66'08'25 "W 6 1.01' FROM 5 PORURVEYS PG 40 CALCULATEDCORNER. LOT 9 5 VOL ' LINE TABLE LINE LENGTH BEARING L2 660.23 N875642 "W L3 216.47 S8756'421F L4 87.85 N53'58 25'E L5 60.00 S65,28 25W L6 62.55 SO4'31'49'E L7 _ 0.28 S20'01 '38 "W L8 52.91 S6756 23 E L9 27.04 S63'22'14"W L 10 19.50 .5'44'4827"W L 12 53.09 511'37'12'E ■� ■®©m ■Oo0 8(28N -1E) FOUND N66'08'25 "W 6 1.01' FROM 5 PORURVEYS PG 40 CALCULATEDCORNER. LOT 9 5 VOL ' SHEET 3 OF 4 935 N 5th Ave. Sequim, WA 98382 DEVELOPMENT CONSULTING FAX 6a3 -5L CONSTRUCTION MANAGEMENT (888) s81-2isi DEC 1 3 2017 ': LINE TABLE LINE LENGTH BEARING L13 13.00 N60'59'07"E L14 35.66 N60 -59'07 "E L 15 55.42 N50'51 '13"E L16 47.57 N38'43'12"W L17 1784 58720 20"W L18 155.70 S74,00'32"E L 19 45.25 S33'2246E L20 57.34 N55 -44251F L21 45.56 N25'15'30'W L23 50.58 S55'58'02 "H, SHEET 3 OF 4 935 N 5th Ave. Sequim, WA 98382 DEVELOPMENT CONSULTING FAX 6a3 -5L CONSTRUCTION MANAGEMENT (888) s81-2isi DEC 1 3 2017 ': VOL. PG MLA17-00067 / SUB17-00014 PRELI. INA R Y JOHNSON SHORT PLAT APN 821-085-001 IN SECTION 8, TOWNSHIP 28 NORTH, RANGE I EAST, W M., JEFFERSON COUNTY, WASHINGTON �Z z� l li N NO TE: m CONTOURS BASED ON FIELD TIES, 0 2 SUPPLEMENTED BY COUNTY LIDAR DATA. 80 40 SCALE. l`_-80' 0 84 30' BUFFER AND 5' BUILDING SETBACK FROM THE TOP OF BANK. (PER ENVIROSOUND TOP OF BANK CONSULTING GEOTECHNICAL SPORT TED 5 F 26, 20 7) Q) I' 5. LZSLOE 171 5L0 J" 0 CLEAN-OL7 o y t ^n 1 l r• r M � � � • � ,h "� ",y a u1 +60 ! _ � 1l� � � / / / .l� r3y,0Pi 1' -- — � �I�rER PIMP p p � — — � '� �'� 4z � ,� y � '��� ,��,, a - •"� r�,r. tl �I � � � ti1 Sf, PE" S'w.r".n,�', .». � j 12" O+,HP. • rte' ��� �I .«. • r �•'"I ` — — � a. e f / / 3.2.'i SLOPE �''' �• "' .. v r -- _ '� i,, • ' — .� � .. ;r��_ ..y ��� � _. — — — .� •+ /,i`� / AND TELEPHONE — — RISERd f 50' BUFFER PER REPORT BY C3 HABITAT CORP, DATED JULY 10, 2017. + I I1 / I LEGEND: i DENOTES SET REBAR WITH PLASTIC SURVEY CAP STAMPED: I ±.J 'CLARK 38956 (X/X/17) 1 I kr -- 0 DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: I 4 "CLARK 12223" (6/19/17) D `�"TV i � DENOTES FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED: FISCHER- (6/19/17) VASov ■ DENOTES FOUND CONDUIT WITH PLASTIC SURVEY CAP STAMPED: �oF Hrc 'PNM 11681 (6/19/17) DF_NOTF.S FXISTING GRAVEL DRIVE. SHEET 4 OF 4 SCOT B. CLARK, PLS DENOTES EXISTING FENCE. N.T.S. fi4 - - P.o eoz 2199 01s11+ L.S. NUMBER 38956 LL 935 N ve LAND SURVEYING seq" m Sth A wA98382 DATE. % X MAPPING (iso) 6e1-2161 FINAL CHECK: SBC DEVELOPMENT CONSULTING FAX 6e3-5310 PLAT CHECK: SBC DRAWN BY: KR5 CONSTRUCTION MANAGEMENT lWWWAL1164U. (aee) sat-ztst SERF 01E2808-JOGS1701-BASE-081317 8(28N-lE)