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HomeMy WebLinkAbout593886aTHIS BASES OF BEARING FOR THIS SURVEY IS NO'35'22"W ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 19 PER VOLUME 6 OF SURVEYS, PAGE 128. ALL DISTANCES ARE GROUND DISTANCES. THIS SURVEY COMPLIES WITH W.A.C. 332 -130 -100 AND WAS ACCOMPLISHED BY FIELD TRAVERSE METHODS USING A 5- SECOND THEODOLITE AND AN INFRARED DISTANCE MEASURING DEVICE WITH SOME DISTANCES MEASURED WITH A STEEL TAPE. 18 19 , CONCRETE MONUMENT I NORTH 114 CORNER SEC. 19 PER VOLUME 6, PAGE 128 ' NOT VISITED THIS SURVEY I I I � ' I N 364.25 N890462 I' Z GO VERNMEN T L 0 T N I •/ HEIGHT = 76' I W 729. 58 G� d 040. . 11 , to \ BOUNDARY AGREEMENT AFN 291454 (o CONCRETE MONUMENT SOUTH 114 CORNER SEC. 19 �I Q PER VOLUME 6, PAGE 128 19 10.74 O I O LQ � 8 98 83.94 198.33 IN � I� 9"W �� NORTH L /NE GOVERNMENT LOT 2 I 0 80 160 I I SCALE IN FEET I 593886 V: 37 P: 42 P9:1 of 1 SURV 09/01/2015 11:46 AM $156.00 NORTHWESTERN TERRITO Jefferson County WA Auditor's Office - Rose Ann Carroll, Auditor 1111 All MU11WA 1'14111111 H 1LU I Sil ®1111 Record of Survey (Amended) of Lot 4 of Hoglund Short Plot as recorded in Volume 2 of Short Plats, Page 75, located in Government Lot 1 of Section 19, township 29 North, Range 1 East, W.M., Jefferson County, Washington G ., . . - THE SURVEYED PARCEL MAY BE SUBJECT TO EASEMENTS OR OTHER ENCUMBRANCES EITHER RECORDED OR UNRECORDED NOT SHOWN HEREON. THIS SURVEY HAS NOT DETERMINED THE EXISTENCE OF ALL SUCH EASEMENTS OR ENCUMBRANCES OR THEIR EFFECT ON THE SURVEYED PARCEL EXCEPT AS SPECIFICALLY SHOWN HEREON. THIS RECORD OF SURVEY MAY DEPICT EXISTING FENCE LINES AND OTHER OCCUPATIONAL INDICATORS IN ACCORDANCE WITH W.A.C. CHAPTER 332 -130. THESE OCCUPATIONAL INDICATORS MAY INDICATE A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. LEGAL OWNERSHIP BASED UPON UNWRITTEN TITLE CLAIMS HAVE NOT BEEN RESOLVED BY THIS SURVEY. I 1 \ I -r \ 1 SPLIT RAIL FENCE SPLIT RAIL FENCE SPLIT RAIL FENCE CAP MISSING 807.24 I I S89'46'30 "W � w 88.54 75.26 69.44 4.17 62.00 115.08 92-06 15.02 "77 58.75 96.92 72-27 .^� 73 63 . --50 69.09 I l h _ -1 BANK HEIGHT = 63 S 620729" � / _GRAGEL WEV P / i -'- ____ -� DECK I4744 '---- -- - - -- N / ,�► 1 72-23-- &•-- ._._.' /N� WELL HOUSE � N \ 79 33 Q �o l 66.55 �--_ \ RI CO: 55.75 Z : N IQ , �n 60' INGRESS, EGRESS AND UTILITY ESM'T PER HOGLAND SP I LOT 4 L /� HOGLUND SP \ 1 `r0e.. 2, PG. ;5 v \ h \ CIA u, l Ir A° / I `Mi. . S i PG. 1 i 1 61 ' 61' S2' i G 0 VERNMEN T LOT AMENDMENT NOTE I 364.25 N890462 I• "" GO VERNMEN T L 0 T •/ HEIGHT = 76' 'Z c� 729. 58 G� d 040. . 11 , to \ BOUNDARY AGREEMENT AFN 291454 (o CONCRETE MONUMENT SOUTH 114 CORNER SEC. 19 I PER VOLUME 6, PAGE 128 19 10.74 NOT VISITED THIS SURVEY e60.90 63.53 54.92 30 8 98 AMENDMENT NOTE THIS SURVEY IS BEING RE- RECORDED TO SHOW THE REMOVAL OF THE CISTERN TANK THAT WAS ENCROACHING ON THE SOUTH LINE AND NEW FENCE LOCATIONS ON THE NORTH AND SOUTH PROPERTY LINES. SEE VOLUME 36 OF SURVEYS, PAGE 148 FOR PRIOR SURVEY. NOTES SO' 12'59 "W 0.46 �Q 1.85 TT SO' 1259 "W 10.74 0.05 N89047'0 1 "W S� ?� ¢o No• 12'59 "E CALCULATED > >� 0.36 POSITION DETAIL NOT TO SCALE 1. FOR ADDITIONAL SECTION SUBDIVISION INFORMATION, SEE VOLUME 6 OF SURVEYS, PAGE 128. 2. ALL FOUND MONUMENTS OF RECORD ARE WITHIN 0.3 OF THEIR CALCULATED POSITIONS, UNLESS OTHERWISE NOTED. J. MEAN HIGH TIDE ELEVATION BASED UPON TIDAL BM TR0438. POSITION DETERMINED BY GPS OBSERVATION ON 1212812012 4. PARCEL IS SUBJECT TO A 15' PEDESTRIAN BEACH ACCESS EASEMENT PER AFN 309021 f 5. THE FIELD WORK FOR THIS SURVEY WAS PERFORMED ON JUNE 30, 2015. LEGEND O 0 Lai J W ZLIJ W i i I I 00 Oil I I :W N Z co SET 518 -INCH REBAR WITH RED PLASTIC CAP STAMPED "NTI- ROORDA PLS 36825" AND PLASTIC GUARD STAKE FOUND 1 -INCH IRON PIPE WITH TACK AND PLASTIC SURVEY CAP STAMPED 8425 PER VOLUME 6 OF SURVEYS, PAGE 128 FOUND 112 -INCH REBAR WITH PLASTIC SURVEY CAP STAMPED "FISCHER 21445" PER VOLUME 7 OF SURVEYS, PAGE 63 FOUND 112 -INCH REBAR PROJECTING ABOVE GROUND. NOT ACCEPTED AS SURVEY MONUMENTS. POSITIONS ARE SHOWN GRAPHICALLY ONLY El FOUND WOODEN HUB 0 FOUND STEEL FENCE POST x SPLIT RAIL CEDAR FENCE AU ®l %OR'S CERTIFICATE CERTIFICATE rd � ISTS � FILED FOR RECORD THIS /*Ir' DAY OF x""1 2015 AT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION �ssjON rsTER S I . yl� i�T. M. IN BOOK -J _ OF SURVEYS AT PAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE AL LO REQUEST OF YOLANDA SAYLES AND MARK GLAVIN IN JANUARY, 2015. AT THE REQUEST OF NORTHWESTERN TERRITORIES, INC. � w August 26, 2015 2:39:06 p.m. Drawing: G.- 03 \S4YY1201- 03- ROS.DWG THO A D. ROORDA PLS 36825 DATE. • Z � 3 COUNTY AUDITOR r- © COPYRIGHT NORTHWESTERN TERRITORIES, INC. 2015 Vt- SCALE: 1'* = 50' DATE: 08/26/2015 NORTHWESTERN TERRITORIES INC. DRAWN BY: SCP Record o f Surve....%,l PLAT CHECKED BY: KLR Engineers - Land Surveyors - Geologists FINAL REVIEW: TDR 1 10 Construction Inspection - Materials Testing e SKEET 1 OF 1 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 www.nti4u.com fore Yolanda Sayles & bark Glown 19(29N- 1E) w N I f EDGE OF MATURE TREES IBANK •/ HEIGHT = 76' c� 729. 58 N89 *47 '0 1 "W / \ BOUNDARY AGREEMENT AFN 291454 / w 40 5.26 0.76 5.50 10.74 1.85 e60.90 63.53 54.92 91.14 8 98 83.94 198.33 ` 9"W �� NORTH L /NE GOVERNMENT LOT 2 SPLIT RAIL FENCE T 728.73 N89'4629 "W SEE DETAIL 2 SPLIT RAIL FENCE I 130 30 I I ,., .. ... ;, , V. . >�.�~ V :.. 1 PG. 227 I I :.O-r .t OAK ':30AY SP eab.. 2, pG. 9 \ 1 I 1 I THIS SURVEY IS BEING RE- RECORDED TO SHOW THE REMOVAL OF THE CISTERN TANK THAT WAS ENCROACHING ON THE SOUTH LINE AND NEW FENCE LOCATIONS ON THE NORTH AND SOUTH PROPERTY LINES. SEE VOLUME 36 OF SURVEYS, PAGE 148 FOR PRIOR SURVEY. NOTES SO' 12'59 "W 0.46 �Q 1.85 TT SO' 1259 "W 10.74 0.05 N89047'0 1 "W S� ?� ¢o No• 12'59 "E CALCULATED > >� 0.36 POSITION DETAIL NOT TO SCALE 1. FOR ADDITIONAL SECTION SUBDIVISION INFORMATION, SEE VOLUME 6 OF SURVEYS, PAGE 128. 2. ALL FOUND MONUMENTS OF RECORD ARE WITHIN 0.3 OF THEIR CALCULATED POSITIONS, UNLESS OTHERWISE NOTED. J. MEAN HIGH TIDE ELEVATION BASED UPON TIDAL BM TR0438. POSITION DETERMINED BY GPS OBSERVATION ON 1212812012 4. PARCEL IS SUBJECT TO A 15' PEDESTRIAN BEACH ACCESS EASEMENT PER AFN 309021 f 5. THE FIELD WORK FOR THIS SURVEY WAS PERFORMED ON JUNE 30, 2015. LEGEND O 0 Lai J W ZLIJ W i i I I 00 Oil I I :W N Z co SET 518 -INCH REBAR WITH RED PLASTIC CAP STAMPED "NTI- ROORDA PLS 36825" AND PLASTIC GUARD STAKE FOUND 1 -INCH IRON PIPE WITH TACK AND PLASTIC SURVEY CAP STAMPED 8425 PER VOLUME 6 OF SURVEYS, PAGE 128 FOUND 112 -INCH REBAR WITH PLASTIC SURVEY CAP STAMPED "FISCHER 21445" PER VOLUME 7 OF SURVEYS, PAGE 63 FOUND 112 -INCH REBAR PROJECTING ABOVE GROUND. NOT ACCEPTED AS SURVEY MONUMENTS. POSITIONS ARE SHOWN GRAPHICALLY ONLY El FOUND WOODEN HUB 0 FOUND STEEL FENCE POST x SPLIT RAIL CEDAR FENCE AU ®l %OR'S CERTIFICATE CERTIFICATE rd � ISTS � FILED FOR RECORD THIS /*Ir' DAY OF x""1 2015 AT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION �ssjON rsTER S I . yl� i�T. M. IN BOOK -J _ OF SURVEYS AT PAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE AL LO REQUEST OF YOLANDA SAYLES AND MARK GLAVIN IN JANUARY, 2015. AT THE REQUEST OF NORTHWESTERN TERRITORIES, INC. � w August 26, 2015 2:39:06 p.m. Drawing: G.- 03 \S4YY1201- 03- ROS.DWG THO A D. ROORDA PLS 36825 DATE. • Z � 3 COUNTY AUDITOR r- © COPYRIGHT NORTHWESTERN TERRITORIES, INC. 2015 Vt- SCALE: 1'* = 50' DATE: 08/26/2015 NORTHWESTERN TERRITORIES INC. DRAWN BY: SCP Record o f Surve....%,l PLAT CHECKED BY: KLR Engineers - Land Surveyors - Geologists FINAL REVIEW: TDR 1 10 Construction Inspection - Materials Testing e SKEET 1 OF 1 NTI 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 98362, (360) 452 -8491 www.nti4u.com fore Yolanda Sayles & bark Glown 19(29N- 1E) w N