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Home My WebLink About032414_ca12To: From: Agenda Date: Subject: Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request Board of Commissioners Philip Morley, County Administrator Monte Reinders, P.E., County Engineer /Public Works Director V .�f March 24, 2014 `C Easement Amendment with Washington State Department of Natural Resources, for Culvert Replacement Project, Upper Hoh Rd. MP 3.338, CP No. 18018960; Federal Aid Project No.PLH- A160(001). Statement of Issue: The attached Easement Amendment with the Washington State Department of Natural Resources (DNR) is needed in order to construct and provide long -term maintenance for the new culvert replacement on Upper Hoh Road MP 3.338. Analysis /Strategic Goals /Pro's 8t Con's: Public Works plans to replace the substandard, failing culvert at Upper Hoh Road MP 3.338, with a new 48 inch diameter steel culvert. The subject easement amendment from DNR is needed in conjunction with the previously approved DNR temporary Land Use License, to construct the project and provide for the long -term access for ongoing maintenance of the newly constructed culvert project as part of the existing county right of way. Fiscal Impact /Cost Benefit Analysis: The total cost for this easement is $500.00 and is funded by County Road Fund. Recommendation: The Board is requested to sign the Easement Amendment, and return to Public Works for further processing. Department Contact: Monte Reinders, County Engineer, 385 -9242. Rev' wed ,Bb PhYlip Morl' , County Administrator Date When recorded return to: Department of Natural Resources Olympic Region Attn: Rod Larson 411 Tillicum Lane Forks, WA 98331 STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES PETER GOLDMARK, Commissioner of Public Lands 1111 Washington Street SE Olympia, Washington 98504 Grantor(s): State of Washington, Department of Natural Resources Grantee(s): Jefferson County Legal Description: SWl /4SW1 /4 Section 24, T 27N, R12W, W.M. Assessor's Property Tax Parcel or Account Number: 712243000 Cross Reference: Book 36 of Surveys pages 245 and 246 DNR Easement No. 50- 001396 EASEMENT AMENDMENT THIS EASEMENT AMENDMENT is made by and between JEFFERSON COUNTY, ( "Grantee ") and STATE OF WASHINGTON, acting by and through the Department of Natural Resources ( "State "), (collectively referred to as "Parties "). RECITALS A. On June 23`d, 1932, Grantee and State entered into an unrecorded easement agreement ( "Easement ") which was filed in the Office of the Commissioner of Public Lands in Olympia, Washington under file number 50- 001396, a copy of which is attached for reference as Exhibit A. B. The Parties desire to amend the Easement to document the as built right -of -way width ( "Amendment "). Easement Amendment Page 1 of 9 The Parties agree as follows: AGREEMENT State, for and in consideration of FIVE HUNDRED AND 00 /100 DOLLARS ($500.00), hereby grants and conveys, to Grantee, its successors and assigns a non - exclusive easement over a parcel of land in Jefferson County legally described and shown on that Record of Survey which was recorded in the records of Jefferson County, Washington on October 16, 2013 in Book 36 of Surveys at page 245 and 246. All exhibits referenced in the Amendment are incorporated as part of the Amendment and will only reflect changes resulting from this Amendment. Except as amended hereby, the Easement shall remain in full force and effect as previously executed, and the Parties ratify the Easement as amended. The Amendment is limited as specified herein and shall not constitute a modification, acceptance or waiver of any other provision of the Easement. From and after the date hereof, all references to the Easement shall be deemed references to the Easement as amended. Easement Amendment Page 2 of 9 The Amendment may be signed in counterparts, any one of which shall be deemed an original. Delivery by facsimile of an executed counterpart shall have the same effect as physical delivery of an original so long as the facsimile original is sent by overnight courier to the other party. The Amendment requires the signature of the Parties and is effective on the date of the last signature below. JEFFERSON COUNTY Dated: 20 By: COUNTY OF JEFFERSON BOARD OF COMMISSIONERS John Austin, Chair Phil Johnson, Member David W. Sullivan, Member I Approved tog only: i g David Alvarez D" Date Deputy Prosecuting Attorney (\ CS S-/6-14 onte Reinders, P.E. Date Public Works Director /County Engineer Easement Amendment Page 3 of 9 Dated: 20 STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES PETER GOLDMARK Commissioner of Public Lands P.O. Box 7000 1111 Washington Street SE Olympia WA 98504 -7000 Affix the Seal of the Commissioner of Public Lands STATE OF WASHINGTON) ss. County of Jefferson ) On this day of , 2014, before me personally appeared Phil Johnson to me known to be Jefferson County District No. 1 Commissioner, David Sullivan to me known to be Jefferson County District No. 2 Commissioner and John Austin to me known to be Jefferson County District No. 3 Commissioner, and they executed the within and foregoing instrument, and acknowledged that the instrument was signed as their free and voluntary act for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute said instrument. Notary signature Notary Print Name Residing at: My Commission expires: Easement Amendment Page 4 of 9 STATE ACKNOWLEDGEMENT State of Washington County of Thurston I certify that I know or have satisfactory evidence that PETER GOLDMARK is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Commissioner of Public Lands, and administrator of the Department of Natural Resources of the State of Washington to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: (Seal or stamp) (Signature) (Print Name) Notary Public in and for the State of Washington, residing at My appointment expires Easement Amendment Page 5 of 9 0 EXHIBIT A DEPARTMENT OF PUBLIC L AIDS Ofrioe or Commissioner June 2nd. 1938 •• eeeeee .eeeee.ee.eeeeesseeeeeeeeeee in Re Applications Fos. 1393, 1394; 1896 and 1395 for Rights of Way for County Roade over State Lands O R D E R In Jefferson County. •e •• sees •.eee.eee.ee.esee.aees.eeeese• It appearing to the Commissloner at this time that appliostlono Fos. 1593. 13940 1395 and 1396 were filed in this office by the Hoard of County Commissioners of Jefferson County for easements for rights of way for scanty roads over and aerose Certain Lando In JOrrereoh County{ that said apPlicn- tiens were riled in n000rdanee with the low of 1929 which provides for the granting or rights of way over state lands] and It further appearing that thorn is merchantable timber located upon said rights of way. and that the value of said timber so deterained from the report of the state timber oruiser In 5469.00 under application NO. 1598; $664.00 under appiiostlon No. 1394; 0252.00 under application Iio. 1396; and ]{150.00 under applioation No. 1396: that a remittance oovering these amounts has now been received from the Proper authorities of Jefferson County and that In aocordnnee with the etstutCo said rights of way ona now be granted; and the Cosmmisoioner boing fully advised. It is. therefore ORDERED and DETERitINET, that the Plate showing the survey of the said rights or way as filed with said petitions be a" the some are hereby approved as the orriciel plats of said reads and that one. ate be end the same are hereby granted to Jerforwn County for county roads over and across the following dosorlbod lands; " TRU' -2 y 1932 Easement Amendment Page 6 of 9 Application No. 1393 Those portions of the °lj of NE-1. the :52: of WAA. and the Sze} or eeetlon 819 township 87 north, range 18 west, [?.H., included within the limits or a strip or land 60 root in width bovine 30 root Or such width on each aide of the following described center lines Beginning at a point in the ones part or the sw} or Sw *, dssi6mse6 as Station No. 6esi�93.o or the survey or State Road No. 9, and running tbonw N 47'6098 866.3 reset, thbnoe on a 80* curve to the 1er1, turning through an angle or 49Os099 a distance or 847.6 roost thonw ,N 1040910 467.6 roost shenoo on a 800 curve to the Mors, turning through an angle or 16•, a distance or 90 root$ thence N 19'409W 96 root$ then** on a 800 curve to the right, turning through an angle or 360, a distance or 190 roast thence N 160809 8 167.93 roes; thence on a 160 ourve to the right, turning 'through an angle or 460619, a disssnoe or 318.3 rents thence N 66' 119Z 8307.6 roe%, Interseoting the east and west scaler line or the section at a distance or 471.8 roes and at a point which Is 6 66.449E 8041 root distant rrem she quarter session oorner on the woe% line or said soctlont thence on a 100 curve %a %be right, turning through an angle or 110 so,, a distance at 116 roost thence N 76.41•& 708.6 roes& thonoo on a 100 curve to the rust* turning through an angle of 190231, a distance or 193.6 root; thence S 63 -669r 766.3 root so a point on she ones line or said section 81 which Is N 10479E 1088.6 root distant from she quarter seetlon *owner on sold east line. The right of war barsinabove described has an area of 6.81 &crow according to the pia% mere*r on rile In the office of the Coamlooionew or Public Lands at Olympia. vasbiagton. Subleel, however, In the so} to a righ% of way for railroad purpoaoe granted to Chicago Milwaukee and Puget Sound Railway Company through oswtlr;eato No. 840, lsoued March 16. 1910, under application No. 6636. Application _No. _1 Those portions or the ab or Nw }. the SW-k or NSf and the Mb or ax* of section Be, township 87 north, range 18 wee%, W.H.• Included within the limits or a *trip or land 60 foot in width having 30 roes of wen width on osoh aide of the following dosorlbed center lines Beginning at a point on the west lies or said section 28 whloh is N 1 479). 1063.6 rest distant from the quarter section oornev on said vast linev and running thenw S 63' 6695 969.1 feet; thence on an e^ our" to the right, turning through an angle of 18.069, a dlasnaoe or 886.8 root' thence 8 66.609E 1616.4 roes; thence on a 10* ourve t* the ices. turning through an angle of 18.869, a distanoo of 184.E feet; %hence a 78 169E 1678.6 roost thence on a 20° curve to the right. turning throw= an angle of 71 °179, a distance or 366.4 fees; thence S 6 -581E 96.6 roost thence on a 40' curve to the 1efs. turning %hrough an angle or 660209, a distance of 816.6 rest; Sheave R 86 4895. crowing %he seat line or said section 88 at a distance or 414 roes sad thence into adjoining section 83, a total distance or 504.1 root to the P. I. of a 300 serve • said P. I. being S 6OW3 r- 639.6 feet distant rani the querter, section corawr besween said e00%iens 88 and 83. Easement Amendment Page 7 of 9 She right or way bereinobove desoribed has on area of 7.73 acres c000rdrng to the plat thereof on file In the office or the C ®lsal user of Public Leads at 017mPla. Washington. Subject, however, %o the rights of the holders of all and gas leases Nos. 6869, 6683 and 6688. Apwliostion 190. 1398" Those portions or the 14 or sw3, the -Ni or 6w} and the w* or 3E4 or section 86, sowhahip 87 north, range 18 wont. WAN., included within the limits or n strip of lots 6o reef in width having 3o root or such width on snoh side or the following described center line % Beginning s% a point on the most lino of said section 83 which in 8 86o481H 905. root distant iron the P. 1. or a 300 curve or sold center line, sold P. 2. being 9 6 0631 E 639.6 root distant from the quarter section corner on sold west lines %Donee N 860481E 69.1 feat to the P. C. or said 30° curves then" on cold Curve to the right, surning through an angle or 18 °86, . a distance or 61.4 root; thones 8 94.631E 390.6 roast Shaun: on a 100 verve to the Wight turning through an angle of 70389, a dlston00 or 76.3 knots thence a Bv°811E 2400.4 roots %hones on a 301 our" to the rldht, turning through an angle of 86'46•, a dls%aaes Of 86.9 root; theses s 41 °361E 8v8.8 roost thence on on 80 curve to the left turning through on ongle or 260081, a 6161=00 or 386.{, roots thence 9 67°431E 1189.6 rests thanes an a 80° curvo %a the right, turning through an eagle or 39.68•, a distance or 199.6 rests thence s 27o431E 148.6 feats thonoo on a E30aurve to the lert. turning through an anglo of e4 °821, a distance of 366.8 rest; %bones N 67'80.8 63.8 facts thence on a 36° curve to She right, turning through an angle or 70`. a distance of 800 feet; sheave 6 48 °101E 66.9 root to a point on =a seat line of said seotlon 83 which is N 2 811E 808.3 root distant from the southeast *owner of said section. The right or way hereluabove described has ea area or 8.91 acres according to the plat thewoor on rile in the office of the Commissi onor of rubllo Lands at olympla, washing%on. Subject, however to the rights Or the holder or oil and gee leans No. 6669. Applieatian No. 1396 That portion or the Sw3 or sw} of section 24, town - ship 87 north, range 18 went, A.K., included within the limits or a strip or land 60 roe% In width having 30 feet or such width on cash side or the following described oenter line: HeI nnlag at a point on e the want line of said southwest auction 84 which Ss N 8 811E BOB.* feet distant fr® the eouthwost Corner thereofe and running %house s 48°loir 60 feet; thence on a 6° ourvs to the Tort. suwning tbrousn an nat;le of 14 °12v, a diotaneo or 284 root to a point Sa adjolaing section 26, and orosaing the south lino or said section 84 at a distance of 279.6 root and at a point which is 87' 381E 888.7 feet distant from said southwest oorhsr of the se0%lon. Easement Amendment Page 8 of 9 The right of way hereinabove described has an area of .46 Rare according to the plat thereof on file In the office of the Co�lssloaer of Public Lands at Olyapia, Rashington. Subject, however, to the r1chts of the holder or oil and gas lease No. 6413. Dated this 23d day of June. +•.D ., 1932. C. V. Savidae Commissioner of Public Lands. Easement Amendment Page 9 of 9 379786 V: 36 P: 245 Pq:1 of 2 SURV 10/18/2013 09:38 Rfl 814!.00 NORMLESTERN TERRITB i'hl"I. u 1 W- oo. Em. N., e uo, mll 1011 I'M AIAMMA 11111 Department of Natural Resources Easement Survey A DNR Easement located in the Southwest 114 of Section 24, Township 27 North, Range 12 Jefferson County, Washington Applicant: Jefferson County Department of I i Department of Natural Resources n22a3DDD �I IDepartment of Natural Resources m CULVERT 23 124 \ \ Eoz \ 26 25 SBTJO "4J "E 492.98 \ I A � I I I I I LEGEND EASEMENT CURLS TABLE CURVE RADIUS LENGTH DELTA Eel 230.00 110.15 272626 ED, 275.00 2858 55/14' CENTERLINE LINE TABLE LINE LENGTH BEARING L1 83. S51- 16 "46 "E L2 65.30 54030 "53 "E CENTERLINE CURLS TABLE CURVE RADIUS LENGTH DELTA CI '05.0 1 168.74 313725 C2 200.00 14796 4Z23�15" CJ 200.00 45.57 IJVJ'IS OO SET J -INCH REBAR WITH RED PLASTIC "NTI- ROORDA PLS 36825" AND PLASTIC NOTES 1. SEE SHEET 2 OF 2 FOR SECTION SUBDII 2. FOR ADDITIONAL SECTION SUBDIVISION IN SECTION 23 RECORDED IN VOL. 1, PG. 124 191, RECORDS OF JEFFERSON COUNTY, WAS 3. THIS SURVEY IS BASED ON THE WASHING NAD 83(91) PER VOLUME 35 OF SURVEYS, SAID GRID. ALL DISTANCES ARE REDUCED -T( FACTOR OF 0.9999560. TO OBTAIN,GROUND HEREON BY 1.0000440. / I l i � 7 Hoh R ver, Trust \ , 74z2sm9D I, �. SURVEY OF IN VOL. J5, PG. OORDINATE� SYSTEM, NORTH ZONE, 191:'ALL- BEARINGS ARE RELATIVE TO �GRIO USING A COMBINED SCALE JCES, MULTIPLY DISTANCES SHOWN 4. THIS SURVEY COMPLIES WITH W.A.C. 332 -170 -100 AND WAS ACCOMPLISHED BY FIELD TRAVERSE METHODS USING A 5- SECOND, THEODOLITE AND AN INFRARED DISTANCE MEASURING DEVICE WITH.. SOME'OISTANCES, MEASURED WITH A STEEL TAPE, 5. THE 60 FOOT RIGHT -OF -WAY SHOWN HEREON IS BASED UPON THAT RECORD OF SURVEY RECORDED UNDER VOLUME 35`'OF SURVEYS, PACE 191 -193, THE RIGHT -OF -WAY ALIGNMENT IS BASED UPON A "BEST FIT' OF THE EXISTING ROAD BECAUSE THE-DESCRIPTION OF RECORD)DOES NOT MATCH THE ROAD AS CONSTRUCTED, SEE ALSO RIGHT'OF- WAY.APPLICATION; NO. 1458 AND QUITCLAIM DEED RECORDED UNDER AUDITOR 'S FILE NO. "10,1666 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY IN JUNE, 2013. ro, wu ,ns: c1aAwlowclvavLSSlacn- ewl- swclMAN THOM 0. ROORDA PLS 36825 OPYRIGMT NORTNML52flN RRflIIORICS INC MM the Southwest 114, West, W.M., Public Works E AF SURVEYOR'S NOTE z w N N ti 0 w h ti 2 O U O 2 3 0 40 80 SCALE EASEMENT NO. 50- 00IJ96 \ \ ` \ `.C3 . \ /`.. THE PURPOSE OF THIS SURVEY IS TO LOCATE AND DESCRIBE AN EASEMENT BETWEEN THE STATE OF WASHINGTON AND THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS FOR INSTALLATION AND MAINTENANCE OF A DRAINAGE CULVERT FOR CONVEYANCE OF FLOW FROM AN UNNAMED TRIBUTARY TO THE HOH RIVER UNDER THE UPPER HOH ROAD. GRANTOR'S PARCEL DESCRIPTION THE SOUTH HALF OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 12 WEST, W.M., JEFFERSON COUNTY WASHINGTON EASEMENT DESCRIPTION AN EASEMENT FOR DRAINAGE IMPROVEMENTS TO UPPER NCH ROAD (JEFFERSON COUNTY ROAD 914207) AT MILEPOST 3.34 OVER A PORTION OF THE SOUTHWEST QUARTER OF ME SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 12 WEST, W.M., JEFFERSON COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 24; THENCE SOUTH 87.304J' EAST ALONG THE SOUTH LINE OF SAID SECTION 24, A DISTANCE OF 492.98 FEET TO THE POINT OF BEGINNING. SAID POINT BEING ON THE NORTHERLY RIGHT -OF -WAY OF SAID ROAD AND ON A 230.00 FOOT RADIUS CURVE THE CENTER OF WHICH BEARS SOUTH 34- J2'18'WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND RIGHT -OF -WAY, THROUGH A CENTRAL ANGLE OF 27'2625' A DISTANCE OF 110.15 FEET TO A POINT OF REVERSE CURVE. SAID CURVE HAVING A RADIUS OF 275.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND RIGHT -OF -WAY, THROUGH A CENTRAL ANGLE OF 5. 57.14' A DISTANCE OF 28.58 FEET; THENCE NORTH 23'4506' WEST, A DISTANCE OF 79.72 FEET; THENCE NORTH 64.4346 -EAST, A DISTANCE OF 57.92 FEET; THENCE SOUTH 23'4506 -FAST, A DISTANCE OF 74.24 FEET; THENCE SOUTH 53'5927'EAST, A DISTANCE OF 31.79 FEET; THENCE SOUTH 44.41'07'EASL A DISTANCE OF 77.10 FEET TO THE POINT Of BEGINNING. CONTAINING O.159 ACRES MORE OR LESS /r�,FT� AUDITOR'S CERTIF`II'CCA'T'�E', -'�"(/ �� "�- �, )/' 20IJ AT F -{T M. IN BOOK DAY OF OF SURVEYS AT PACE,yi y'(l AT THE REQUEST OF NORTHWESTERN TERRITORIES, ,yINC`.I(J COUNTY AUDITOR L /U✓/ Y III�Y VI ,L J SCALE: ' DALE: 10 /IS /2017 NORTHWESTERN TERRITORIES, INC. DRAWN BY: Y, KIP KLR DNR EASEMENT SURVEY PLAT CHECKED BY: TOR Engineers - Land Surveyors - Geologists UPPER HOH ROAD MP 3.34 ftNAL AT"W, roR ■ Construction In,.Ibn - Melerbis Testing JEFFERSON COUNTY CULVERT REPLACEMENT �T Tl SHEET I Of 2 1 V 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 08362, (300) 452 -8191 www.nlfNr.tom PROJECT NO. CR1896 5461!(¢]x -121p ;m- 0 l SURVEY OF IN VOL. J5, PG. OORDINATE� SYSTEM, NORTH ZONE, 191:'ALL- BEARINGS ARE RELATIVE TO �GRIO USING A COMBINED SCALE JCES, MULTIPLY DISTANCES SHOWN 4. THIS SURVEY COMPLIES WITH W.A.C. 332 -170 -100 AND WAS ACCOMPLISHED BY FIELD TRAVERSE METHODS USING A 5- SECOND, THEODOLITE AND AN INFRARED DISTANCE MEASURING DEVICE WITH.. SOME'OISTANCES, MEASURED WITH A STEEL TAPE, 5. THE 60 FOOT RIGHT -OF -WAY SHOWN HEREON IS BASED UPON THAT RECORD OF SURVEY RECORDED UNDER VOLUME 35`'OF SURVEYS, PACE 191 -193, THE RIGHT -OF -WAY ALIGNMENT IS BASED UPON A "BEST FIT' OF THE EXISTING ROAD BECAUSE THE-DESCRIPTION OF RECORD)DOES NOT MATCH THE ROAD AS CONSTRUCTED, SEE ALSO RIGHT'OF- WAY.APPLICATION; NO. 1458 AND QUITCLAIM DEED RECORDED UNDER AUDITOR 'S FILE NO. "10,1666 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JEFFERSON COUNTY IN JUNE, 2013. ro, wu ,ns: c1aAwlowclvavLSSlacn- ewl- swclMAN THOM 0. ROORDA PLS 36825 OPYRIGMT NORTNML52flN RRflIIORICS INC MM the Southwest 114, West, W.M., Public Works E AF SURVEYOR'S NOTE z w N N ti 0 w h ti 2 O U O 2 3 0 40 80 SCALE EASEMENT NO. 50- 00IJ96 \ \ ` \ `.C3 . \ /`.. THE PURPOSE OF THIS SURVEY IS TO LOCATE AND DESCRIBE AN EASEMENT BETWEEN THE STATE OF WASHINGTON AND THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS FOR INSTALLATION AND MAINTENANCE OF A DRAINAGE CULVERT FOR CONVEYANCE OF FLOW FROM AN UNNAMED TRIBUTARY TO THE HOH RIVER UNDER THE UPPER HOH ROAD. GRANTOR'S PARCEL DESCRIPTION THE SOUTH HALF OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 12 WEST, W.M., JEFFERSON COUNTY WASHINGTON EASEMENT DESCRIPTION AN EASEMENT FOR DRAINAGE IMPROVEMENTS TO UPPER NCH ROAD (JEFFERSON COUNTY ROAD 914207) AT MILEPOST 3.34 OVER A PORTION OF THE SOUTHWEST QUARTER OF ME SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 12 WEST, W.M., JEFFERSON COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 24; THENCE SOUTH 87.304J' EAST ALONG THE SOUTH LINE OF SAID SECTION 24, A DISTANCE OF 492.98 FEET TO THE POINT OF BEGINNING. SAID POINT BEING ON THE NORTHERLY RIGHT -OF -WAY OF SAID ROAD AND ON A 230.00 FOOT RADIUS CURVE THE CENTER OF WHICH BEARS SOUTH 34- J2'18'WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND RIGHT -OF -WAY, THROUGH A CENTRAL ANGLE OF 27'2625' A DISTANCE OF 110.15 FEET TO A POINT OF REVERSE CURVE. SAID CURVE HAVING A RADIUS OF 275.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND RIGHT -OF -WAY, THROUGH A CENTRAL ANGLE OF 5. 57.14' A DISTANCE OF 28.58 FEET; THENCE NORTH 23'4506' WEST, A DISTANCE OF 79.72 FEET; THENCE NORTH 64.4346 -EAST, A DISTANCE OF 57.92 FEET; THENCE SOUTH 23'4506 -FAST, A DISTANCE OF 74.24 FEET; THENCE SOUTH 53'5927'EAST, A DISTANCE OF 31.79 FEET; THENCE SOUTH 44.41'07'EASL A DISTANCE OF 77.10 FEET TO THE POINT Of BEGINNING. CONTAINING O.159 ACRES MORE OR LESS /r�,FT� AUDITOR'S CERTIF`II'CCA'T'�E', -'�"(/ �� "�- �, )/' 20IJ AT F -{T M. IN BOOK DAY OF OF SURVEYS AT PACE,yi y'(l AT THE REQUEST OF NORTHWESTERN TERRITORIES, ,yINC`.I(J COUNTY AUDITOR L /U✓/ Y III�Y VI ,L J SCALE: ' DALE: 10 /IS /2017 NORTHWESTERN TERRITORIES, INC. DRAWN BY: Y, KIP KLR DNR EASEMENT SURVEY PLAT CHECKED BY: TOR Engineers - Land Surveyors - Geologists UPPER HOH ROAD MP 3.34 ftNAL AT"W, roR ■ Construction In,.Ibn - Melerbis Testing JEFFERSON COUNTY CULVERT REPLACEMENT �T Tl SHEET I Of 2 1 V 717 SOUTH PEABODY, PORT ANGELES, WASHINGTON 08362, (300) 452 -8191 www.nlfNr.tom PROJECT NO. CR1896 5461!(¢]x -121p ;m- 0 579786 V: 36 P: 246 P :2 a( 2 SURV 1.-'� .2P13 0.v uP rP1OE115o 4� .0lcL.I.R'o E4e EYEL�NI Ea4 PUTO �uinwirr�a &',11 4111111, 1 Department of Natural Resources Easement Survey A DNR Easement located in the Southwest 114 of the Southwest 114, Section 24, Township 27 North, Range 12 Jefferson County, Washington Applicant: Jefferson County Department of � CORNER ONR CONC. MONUMENT PER VOLUME 1 OF SURVEYS, PG. 124 CALCULATED POSITION BEARING ROTATED TO MATCH TIED SOUTH LINE OF SEC71ON 23 bl NTI hl o I . 2Na vm-f2q +23 1299.49 \�\� - - -_____ __ __I________ N67'JO'4J "W 2 587'29'22 E 1289.10 1 I NI N NORTH QUARTER CORNET 3 -INCH BRASS CAP ON' �s+, -"" M NORTHWEST CORNER SECTION 25 ^_ PIPE PER VOL 35 �OF SL ( 2 -INCH IRON PIPE WITH STEEL n 191 -19J. CALCULATED.P `PER PG. 191 I CAP PER VOL 35 OF SURVEYS. DNR GP7 PF. N0. 6191 CPS PGS 191 -19J. M 317246.76 FT. N n 2 PER VOL '26 OF SURVEYS, PGS 31'32 2 FL E CALCULATED POSITION, .. _ _- FL ELEV 247.34.E i - N87-27 -___ _ _59 "Wl , 127871 518 -I CEBAR WITH ALUMINUM CAP ALUMINUM NOT VISITED THIS SURVEY N cpI bl NTI hl o I . 2Na vm-f2q i ire . 2I i1NAt RENEW. mR `UI 2 587'29'22 E 1289.10 1 I NI 1 i N, � � I I I M �� WEST QUARTER CORNER SE,C 25 n 2 PER VOL '26 OF SURVEYS, PGS 31'32 2 CALCULATED POSITION, .. 24 25 - N87-27 -___ _ _59 "Wl , 127871 West, W.M., Public Works CENTER QUARTER CORNER SECTION 25 CALCULATED POSITION PER VOL 35 OF SURVEYS, PGS 191 -193 N87'27'S9"W - — _ — 1278.77 - - Ot w 0 2 L4 0 O 2 h 2 O U O ti 2 H 3 0 J00 600 SCALE EASEMENT N0. 50- 001395 xc rew 5Cd : I' -JOO' DA" 10 15 13 1 NTI NORTHWESTERN TERRITORIES, INC. Enebasro - tnld 6urrsypro - Geolo9kte Comfruc8on Napecflen - NefetlMa Tasting TV SOUTH PEABODY. PORT ANGELES, WAMKTON 38382, (380) 452 -8481 RIrlRnew.can DNR EASEMENT SURVEY UPPER HOH ROAD MP 3.34 JEFFERSON COUNTY CULVERT REPLACEMENT PROJECT NO. CRIB96 . 2Na vm-f2q DRANK BY: KLR PLAT p1EOKED BY TD.R i1NAt RENEW. mR SREET 2 OF 2