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HomeMy WebLinkAboutERWSD Easement Vacation MaterialsEAGLE RIVER WATER AND SANITATION DISTRICT RESOLUTION AUTHORIZING THE VACATION OF EASEMENT WHEREAS, the Eagle River Water and Sanitation District is a quasi - municipal corporation and political subdivision of the State of Colorado, formed and operated pursuant to Article 1, Title 32, Colorado Revised Statutes; and WHEREAS, the Board of Directors of the District is empowered to acquire or dispose of real and personal property pursuant to Section 32- 1- 1001(1)(f), C.R.S., and to authorize its designees to act on its behalf; and WHEREAS, the Board of Directors of the District has determined that the vacation of the easement described on Exhibit A attached hereto and incorporated herein by this reference ( "Property") is to the public benefit, health, safety, and welfare. NOW, THEREFORE, be it resolved by the Board of Directors of the Eagle River Water and Sanitation District that the easement Property described hereinabove shall be vacated for good and valuable consideration, and hereby authorizes the General Manager to execute any and all documents required to effect such vacation. ADOPTED AND APPROVED this 22nd day of May, 2014. EAGLE RIVER WATER AND SANITATION DISTRICT By:. 6�4� Debbie Buckley, Acting Chair {00375789.DOCX /) N j b� � .Jr•Jf,, Vail 6E-3� 3XIDF1 It Nina Cs -r4,0 #cart NAD13 M: 27701737.1 Y, I- FIN74. 741 intention architecture .0 Property owned by Eagle River Water and Sanitation District Planned location of cul -de -sac Actual location of cul -de -sac (end of Snowberry Drive) (see survey) Roadway, Parking and Utility Easement - Reception No. 121108 SNOWBERRY DUPLEX EASEMENT VACATION REQUEST -APRIL 25, 2014 L1, } intention architecture h ,_ � r Location of subject property - 2754 Snowberry drive - steep slope up from road. AERIAL VIEW OF PROPERTY AND SURROUNDING AREA Property owned by Eagle River Water and Sanitation District ERWSD Access Road (gravel) Location of easement End of Snowberry Drive y SNOWBERRY DUPLEX EASEMENT VACATION REQUEST -APRIL 25, 2014 A GENERAL NOTES 1. DATE OF TOPOGRAPHY: OCTOBER 18, 2007. ADDITIONAL TOPOGRAPHY: SEPTEMBER 14, 2012. ADDITIONAL TOPOGRAPHY FOR REMAINDER OF LOT 16: APRIL 5, 2013. 2. PROJECT BENCHMARK: SEWER MANHOLE MH040 LOCATED NORTHWEST OF THE COMMON NORTH LOT CORNER OF LOTS 15 AND 16, RIM ELEVATION= 8063.2, INVERT ELEVATION (NE)= 8057.0 AND INVERT ELEVATION (N)= 8056.5 (SEE DRAWING). 3. ORIGIN OF BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82 (NAVD 88). 4. PEAK LAND CONSULTANTS INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP FOR LOT 15 WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER No. 7039072, DATED AUGUST 3, 2007, AT 8:00 A.M.. NO TITLE COMMITMENT OBTAINED FOR LOT 16. 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 36'56'38" 125.00' 80.60' 41.76' 79.21' N58'12'15 "E C2 105'44'52" 100.00' 184.56' 132.10' 159.46' N34'44'29 "E C3 94'48'40" 50.00' 82.74' 54.39' 73.62' S29'1 6'23 "W \ 18" C.M.P. FL - 8109.9 / / 8112.8 G 18" C.M.P. / 0 FL 8114 3 EG / 806 EG ' �XAFAF / / ✓ / 9& 6 8q.99. 8095 / / / 8.20 4 / / P I C ALE / EG / / / 8121 95.4 EG % 0 10 20 8090.5 SEWER MANHOLE MH020 / e� � / / 1�0 RIM ELEVATION= 8085.7 1k ,.L $090.9 ( N FEET ) INVERT ELEVATION (SW)= 8074.6 86.4 / 8082.4 � G EG / TOP BACK OF EDGE OF CURB AND GUTTER GRAVEL ROAD / 2.7� S ° yy1 / P WEIR P LE 8070.6 / s� 1y ECTRIC 077.6 ETER FOUND DISTURBED SEWER MANHOLE MH040 5�/ S \ 807 / j / No. 4 REBAR SURVEYOR'S CERTIFICATE RIM ELEVATION= 8063.2 sue/ 6071.6 8075.6 0 GUY ANCHOR INVERT ELEVATION (NE)= 8057.0 Ste/ I / I BRENT BIGGS A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF INVERT ELEVATION (N)= 8056.5 / / FIRE HYDRANT / THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS (PROJECT BENCHMARK) / s� (TYPICAL) MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND ( EG / s� CORRECT TO THE BEST OF MY KNOWLEDGE. /Ste/ ^ V I j �u-" FLOWLINE T / y s� V� Y�R ,OF,\N EDGE OF Ste/ So- RIGHT ASPHALT $070.0/ FOUND No. 5 REBAR / DATE: WITH RED PLASTIC CAP ______ •q,0' 4'� �/ // BRENT BIGGS ROADWAY, PARKING AND / / / �,, / L.S. No. 26626 ✓ COLORADO P.L.S. No. 27598 UTILITY EASEMENT / I G FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. RECEPTION No. 121108 $064.7 / ZZ / o / / ACK / G ✓ j 8061.2 � /✓ 8059.3 -f / 00 8057.1 -' v 'VQ \ 3 / Od \ 12" INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER. -� 8055.0 QO \ 06 J �s �V1 WATER SHUT -OFF VALVE V A ✓1:2 INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. / \ 8052.2 \ � O EDGE OF �� ASPHALT I \ \ G� F \ 8049.0 i � co / - wv WATER VALVE O I I LO T 1 ' (TYPICAL) 0.712 ACRES 1• ' 8045.4-4 ADDRESS: 2794 SNOWBERRY DRIVE �// is 0. 8043.6 SNOWBERRY DRIVE 8080 (50' RIGHT -OF -WAY) EDGE OF TOP BACK OF / BUILDI �� ASPHALT CURB AND GUTTER / SETBACK O co \ � BUILDING 8031.9 8033.3 8032 6 8035.0 80357 8036.8 8039.6 / p y�, SETBACK \I �, I� PEDF�STAL� \O N >•J u. S. F. S. CPS \ (TYPICAL) TELEPHONE 7'36155 0'W - 220.0 h •x 1 1 nch = 20 ft. / /✓�/ EG29/ o Q � orn I 81131.0 Q WATER FACILITIES EASE RECEPTION No. 74700 I (HATCHED AREA) I CONSTRUCTION STAGING AREA FOR LOT 14 WATER TA I 8148.8 G MANHOLE QtS RIM ELEVATION =8' ELECTRIC ill. i PEDESTAL I' • i LOT 15 \ 1.1454 ACRES DRESS: 2734 SNOWBERRY DRIVE /� h0 FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 \ WATER TANK TOP ELEVATION= \ • • 0' 0 LOT 14 8176.0 a \ �F i FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 TOPOGRAPHIC MAP LOT 15 AND LOT 16 VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION BLOCK 9, TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. DRAWN: J F CHECKED BY: B B PH: (970)476 -8644 FAX: (970)476 -8616 SHEET 1 Of 1 1000 LIONS RIDGE LOOP, SUITE 1D DATE: 04/08/13 PLC JOB #: 1602 VAIL, CO 81657 8037.5 8039.4 `'o / 8032.6 040 8040.0 Y / �' Q S87 036 55 - 4.00 POLE a N 8 DSO ° 80 8060 o N 87'36' 55" E - 382.00' 8070 ROADWAY, PARKING AND NO2*23'05 "W UTILITY EASEMENT RECEPTION No. 121108 15.00' INDICATES HIGH DEBRIS FLOW f---- OFFICIAL DEBRIS FLOW HAZARD MAP TOWN OF VAIL, ADOPTED OCTOBER 17, 2000 CPS \ (TYPICAL) TELEPHONE 7'36155 0'W - 220.0 h •x 1 1 nch = 20 ft. / /✓�/ EG29/ o Q � orn I 81131.0 Q WATER FACILITIES EASE RECEPTION No. 74700 I (HATCHED AREA) I CONSTRUCTION STAGING AREA FOR LOT 14 WATER TA I 8148.8 G MANHOLE QtS RIM ELEVATION =8' ELECTRIC ill. i PEDESTAL I' • i LOT 15 \ 1.1454 ACRES DRESS: 2734 SNOWBERRY DRIVE /� h0 FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 \ WATER TANK TOP ELEVATION= \ • • 0' 0 LOT 14 8176.0 a \ �F i FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 TOPOGRAPHIC MAP LOT 15 AND LOT 16 VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION BLOCK 9, TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. DRAWN: J F CHECKED BY: B B PH: (970)476 -8644 FAX: (970)476 -8616 SHEET 1 Of 1 1000 LIONS RIDGE LOOP, SUITE 1D DATE: 04/08/13 PLC JOB #: 1602 VAIL, CO 81657 GENERAL NOTES 1. DATE OF TOPOGRAPHY: OCTOBER 18, 2007. ADDITIONAL TOPOGRAPHY SEPTEMBER 14, 2012. 2. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82' (NAVD 88). 3. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER No. 7039072, DATED AUGUST 3, 2007, AT 8:00 a.m. 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. /..� / /I�1 ��o •;��`' _ CGS.'• �'� v DATE: PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC. 970 - 476 -8644 FAX 970 - 476 -8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 275980 BRENT BIGGS ��`�Sj„'• ,,, •��� COLORADO P.L.S. No. 2 FOR & ON BEHALF OF PE LTANTS, INC. <-J' I`2ORTION OF EASEMENT WE ARE REQUESTING VACATION: VERY STEEP SLOFE GREATLY COME LICATES ACCE55: WE WOULD LIKE TO PLACE GARAGES A5 CL05E TO FROFERTY LINE A5 F05516LE. ROAD ENDS HERE: NO RE5IDENTIAL 12ROI'EKTIE5 PEYOND ADDITIONAL TOPOGRAPHY / SEPTEMBER 14, 2012 8059.3 -al 8057.1--4 055.0 Q 8052.2 SEWER MANHOLE MEAS. RIM ELEV. 8063.2' MEAS. INV. IN. ELEV. 8057.0' MEAS. INV. OUT ELEV. 8056.5' sue/ sue/ V� CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl 36 °56'30" 125.00' 80.60' 41.76' 79.21' N 58 °12'15" E f KOFEKTY LINE AND EASEMENT WERE DRAWN PASED ON ROAD EXTENDING FUKTHEK: IT WA5 1 UILT QUITE DIFFERENTLY , SEWER MANHOLE MEAS. RIM ELEV. 8 85.7' MEAS. INV. OUT ELEV. 8 74.6' 8082.4 $ ki EDGE OF s� / GRAVEL ROAD 50 � str►/ ��� ,82.7 - / 8070.6 S� CU & GUT /S so/ 8071.5 / so E HYDRAN FLOWLINE / EDGE OF ASPHALT 8070.Q. 8068.3 / f FOUND No. 5 REBAR C7' WITH RED PLASTIC CAP L.S. No. 26626 1J / 8064.7 O \O 0 I )ADWAY, PARKING & UTILITY EASEMENT CEPTION No. 121108 • • • O O LOT 16 i IJ i 1 2 cS G� \ C) r /00 22 9 ocp FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 W 8090.5 8095. i - 8090.9 _ TELEPHONE PEDE (TYPICAL) /-/ / / / POWER POLE ELECTRIC BUILDING SETBACK OUND DISTURBED 4 REBAR �Q) 8098.4 8099.6 7 - - - - -- - 5TEEF GRAVEL ROAD TO ACCE55 WATER TANKS - NOT A FU1 LIC RIGHT-OF-WAY WATER FACILITIES EASEMENT RECEPTION No. 747006 (HATCHED AREA) CONSTRUCTION STAGING AREA FOR LOT 14 WATER TANK ADDITIONAL TOPOGRAPHY SEPTEMBER 14, 2012 LAND OWNED PY EAGLE RIVER WATER AND SANITATION D15TRICT - ONLY FOKEST SEKVICE F LOT 14 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WATER TANK TOP ELEV. 8176.0' O � U) Go r O 816 00 1h S- 1 LOT 15 1.1454 ACRES F ADDRESS: 2734 SNOWBERRY DRIVE �0 .7 S87'3 "55 9W - 220. In cn00 o I r9 � cF �i 5 FOUND No. 4 REBAR WITH ALUMINUM CAP L.S. No. 5933 Porterfield & Associates LLc. Attorneys at Law Wendell B. Porterfield, Jr. 101 Eagle Road, Bldg. 8 wporterfield @opa- law.com P.O. Box 3149 Eagle -Vail, CO 81620 Vail, Colorado 81658 -3149 Tel: (970) 949 -5380 of Counsel: Gerald W. Oliver Fax: (970) 845 -9135 Frederick S. Otto ioliver @opa- law.com fso @opa-law.com March 10, 2014 r c Eagle River Water & Sanitation District m 846 Forrest Road Vail, Colorado 81657 Re: Lot 15, Block 9, Vail Intermountain Development Subdivision Dear District: We represent 2754 Snowberry Drive, LLC., which is the record owner of Lot 15, Block 9, Vail Intermountain Development Subdivision, situated at 2754 Snowberry Drive, Vail, Colorado ( "Lot 15 "). On December 27, 2000, a Claim of Easement was recorded by Eagle River Water & Sanitation District (the "District ") at Reception No. 747006. A copy of the Claim of Easement is enclosed. In the Claim of Easement, the District claims a Water Facility Easement over Lot 15, as well as over Lot 14. The real property records indicate that Lot 14 is now owned by the District. Lot 15 does not contain a water storage tank, access road, water line or appurtenants. We are also unaware of any authority which grants the District the right to simply claim an easement without the consent of the owner, or a finding by the court. Please take such action as is necessary to release the Claim of Easement as it affects Lot 15. Very truly yours, Wendell B. Porterfield, Jr. WBP:aI Encls: (Claim of Easement) cc: James Collins CLAIM OF EASEMENT WHEREAS, the Eagle River Water and Sanitation District is a quasi - municipal corporation and political subdivision of the State of Colorado; and .WHEREAS, the Eagle River Water and Sanitation District is successor -in- interest to the Vail Intermountain Water District; and WHEREAS, in approximately 1974, the Vail Intermountain,Water District constructed a water storage tank on property currently owned by the George E. Miller Isle of Man Educational Trust f described as Lots 14 and 15, Block 9, Vail Intermountain Subdivision ( "Property "); and or Victoria M. Miller, WHEREAS, the original property owner consented to the construction of the water storage tank on the Property, as reflected in the Affidavit attached as Exhibit A, but inadvertently failed to grant a formal easement to Vail Intennountain Water District for the water storage tank and the access road; and WHEREAS, the current and preceding owners of the property have known of and have not objected to the District's continuous use and maintenance of the water storage tank, access road, water line, and appurtenances for a period exceeding 18 years. NOW, THEREFORE, the Eagle River Water and Sanitation District does hereby claim a Water Facilities Easement by prescriptive rights of use over a period of 18 years, and by the original acquiescence to this easement by the original property owner, as fully described on Exhibits B and C. Dated this 20th day of December, 2000. EAGLE RIVER WATER AND SANITATION DISTRICT By: Frederick P. Sackbauer, 1V President and Chairman of the Board of Directors 1111111111111111111 HE IN III 11111111 III 11111 IIII 1111 Eagle River LV &51Easements! 747006 12/27/2000 04:19P 173 Sara Fisher Claim of Eusement- Miller.dce 1 of 7 R 35.00 D 0.00 N 0.00 Eagle CO STATE OF COLORADO ) ss. COUNTY OF ) The above Claim of Easement Sackbauer, N, as President and Char� and Sanitation District this 9 daAj41 Witness my hand and My Commission Expires: i seal. and sworn to before me by Frederick P. I of Directors for the Eagle River Water My Commission Expires 9124/20(13 1111111 VIII 1111111111111111 III 11111111 III 111111III IN 747006 12/27/2000 04:19P 173 Sara Fisher 2 of 7 R 35.00 D 0.00 N 0.00 Eagle CO EXHIBIT A AFFIDAVIT STATE OF COLORADO ) 1111111111111111111111111111111111111111111111111111111111111 ) ss. 747006 12/27/2000 04:19P 173 Sara Fisher COUNTY OF EAGLE ) 3 of 7 a 35.00 D 0.00 N 0.00 Eagle CO I, TIMOTHY J. GARTON, Post Office Box 789, Vail, Colorado 81657, being of lawful age and being first duly sworn upon oath, do hereby state that the following is true and correct to the best of my personal knowledge, information, and belief 1. During the 1970's, 80's, and 90's, I was managing partner of Vail Intermountain Associates, a limited partnership, which owned the property currently known as Lots 14 and 15, Block 9, Vail Intermountain Subdivision ( "Property "), I also was a Board member of the Vail Intermountain Water District. Upon this Property, in approximately 1974, the Vail Intermountain Water District constructed a water tank with the approval of the property owner which I then represented. Once the tank and access road were finally determined, it had been my intention to grant an easement to the Vail Intermountain Water District, the successor of which is now the Eagle River Water and Sanitation District. A formal easement for the tank and access road was never granted through oversight or error. It is my belief that the current owner and operator of the water storage tank is entitled to an easement either through prescription or acquiescence. FURTHER AFFIANT SAYETH NOT. Timothy R. barton Subscribed and sworn to before me this lt day of NNemkC , 2000, by- Timothy R. Garton. `*Kc LOVE-ES I�dIARY PUBLIC STATE QP COLORADO Notary Public ivly C:OR7?t11S ^ifin Expiresjan.17, 2003 My_ Commission expires: Eagle River W &SI Affidavit- Gw1on.dw LINE TABLE LINE LENGTH I BEARING L1 257.36' S36'41'45 "E L2 27.85' S5318'11 5"W L3 252.31' N36'41'45 "W CURVE TABLE CURVE I RADIUS I LENGTH ITANGENTI CHORD BEARING DELTA C11 100.00' 28.44' 14,32'1 28.34' 1 N43'01'11 "E 16'17'39" SNoWSERR Y 111111111111 1111111 111111111111 IIIAI111111111111111_IN 747006`12/27/2000 04:19P 173 Sara Fisher 4 of 7 R 35.00 D 0.00 N 0.00 Eagle CO LEGAL DESCRIPTION: A parcel of land located in Lot 15, Block 9, Vail Intermountain Development Subdivision as recorded in the Office of the Clerk and Recorder of Eagle County, Colorado in Book 225 at Page 315 and being more particularly described as follows; The True Point of Beginning being at the northwest corner of said Lot 15, common to the northwest comer of Lot 14, Block 9 of said subdivision; thence S36'41'45 "E along the east line of said Lot 15, common to the west line of said Lot 14, a distance of 257.36 feet to a point; thence S53'18'15 "W a distance of 27.85 feet to a point; thence N36'41'45 "W a' distance of 252.31, feet to a point on the north line of said Lot 15, common to the south right of way line of Snowberry Drive and on a non — tangent curve to the left having a radius of 100.00 feet; thence 28.44 feet along said curve through a central angle of 16'17'39 ", having a chord bearing and distance of N43'O1'11 "E, 28.34 feet to the True Point of Beginning. Said parcel of land contains 7077 square feet (0.163 acres), more or less. .o, DRIVE N76 *41 LO. 1 r L\,-- 46 :3947" R= 100.00' / � •� �� L=81.44' T=43.13' /" TRUE POINY OF W CH-- .21 BEGINNING y =iv 12'18 GIRT ROAD ►•-I o' .:w. 5Y.. \ 62.72 r' s� „.i 15' ROAD WA EASEMENT s AL TI \ ya v�1 VAL V �- \\ ; s5 SOLAR uo PANEL \-Z\ S LOT 14 PROPOSED EASEMENT H=�,9; } 7077 SQ. FT. i WATER 9G =.Eey�a \ �.._ \ 0.163 AC. x� j n; TANK " � - �..M _ �4$�asw LOT 15`- o \ 49,894 SO. FT. \ 1.145 AC. < -j -------- - - - - -- � S8736'55 "W ^ -- 220.001' ° =OUND ALUMNIUM CAP FOUND ALUMN /UM CAP PLS #5993 (TYR) PLS 0993 RPS (��III �'lll'Il'I�� II"� Il" li' III'I"I lil'�I'I III �I'� :cN.c i• _ yR. 747006 12/27/2000 04:19P 173 Sara Fisher pqp ECT N4 5 of 7 R 35.00 D 0.00 N 0.00 Eagle CO 00 -01555 S503522 "W 75.25' 1 1 LOT 13 1 — \ L = 121.42' SNOWBERRY DRIVE R = 50.0' A = 139'08'25 i J r � r �� LOT 576,594 \ 0 \\ 13.23; I� CB = N3009' E - �8i���c� I CL = 93 �. -4 cJ lw PROPC N39 44'13 "E / �I \ 38803 ' / �` 20. 0.891 A / / \ TRUE P OF CG BE ING \ \ \ v DIRT \ \ \ ROAD \ \ AL 77TUDC \ \ \ SAL VE ' SOLAR I \\ PANELS \ \ \ \\ WATER \ \ TANK LOT 15 \ \ Y S36 41 '4510 \ \ 355.79' \ LINE TABLE \ \ \ LINE LENGTH BEARING \ \\ \\ L1 5.75' N73'00'58 "E \ \ L2 27.02' S02'05'24 "W \ \ L3 82.72' S3 '19'2 "E _ , \_.. _ _ - _ L4 115.19' S49'26'27 "W - - - - - - - - L5 ---257. 36' S36'41'45 "E L6 81.75' S36'41'45 "E L7 141.68' N37'23'1 VE FOUND ALUMNIUM CAP LS 77.00' I S73'00'58 "W PLS f599J FT. D EASEMENT FT. B LEGAL DESCRIPTION: A parcel of land located in Lot 14, Block 9, Vail Intermountain Development Subdivision as recorded in the Office of the Clerk and Recorder of Eagle County, Colorado In Book 225 at Page 315 and being more particularly described as follows: The True Point of Beginning being the northwest corner of said Lot 14 and being on the south right of way line of Snowberry Drive; thence N39'4.4'13"E along the north line of said Lot 14 and the south right of way line of said Snowberry Drive a distance of 20.14 feet to a point on a non- tangent curve to the left having a radius of 50.00 feet; thence 16.29 feet along said curve and the north line of said Lot 14 and the south right of way line of said Snowberry Drive through a central angel of 18'39'41 ", having a chord bearing and distance of S89'35'5D "E, 16.21 feet to a point; thence S36'41'45 "E a distance of 81.75 feet to a point; thence N37'23'11 "E a distance of 111.68 feet to a point of curvature of a curve to the left having a radius of 25,00 feet; thence 13.41 feet along said curve through a central angle of 30'43'31 ", having a chord bearing and distance of N22'01'25 "E, 13.25 feet to a point of compound curve to the left having a radius of 10.00 feet; thence 19.84 feet along sbid curve through a central angle of 113'38'41 ". having a chord bearing and distance of N50'09'41 "W, 16.74 feet to a point of tangency; thence S73'00'58 "W a distance of 77.00 feet to a point on a non - tangent curve to the left having a radius of 50.00 feet and on the north line of sold Lot 14 and thee, south right of way line of Snowberry Drive; thence 44.70 feet along said curve and the north line of said Lot 14 and the south right of way line of Snowberry Drive through a central angle of 51'13'39 ", having a chord bearing and distance of N05'18'20 "E, 43.23 feet to a point; thence N73'00'58 "E, a distance of 95.75 feet to a point of curvature of a curve to the right having a radius of 25.00 feet; thence 47.59 feet along said curve through a central angle of 109'04'26 ", having a chard bearing and distance of S52'26'49 "E, 40.72 feet to a point of tangency; thence S02'05'24'W a distance of 27.07 feet to a point of curvature of a curve to the left having a radius of 50.00 feet; thence 29.16 feet along said curve through a central angel of 33.24'44 ", having a chord bearing and distance of S1436'58 "E, 28.75 feet to a point of tangency; thence S31'19'20 "E a distance of 82.72 feet to a point of curvature of a curve to the right having a radius of 102.44 feet; thence 66.38 feet clang said curve through a central angle of 37'07'31 ", having a chord bearing and distance 'of S1245'34E, 65.22 feet to a point of compound curve to the right having a radius of 42.00 feet; thence 31.99 feet along sold curve through a central angle of 43'38'16" having a chord bearing and distance of S2737'20 "W, 31.22 feet to a point of tangency; thence S49'26'27W a distance of 115.19 feet to a point on the west line of said Lot 14, common to the east line of Lot 15, Block 9, of said subdivision; thence N36'41'45 "W along said common line a distance of 257.36 feet to the True Point of Beginning. parcel of land contains 38,803 square feet (0,891 acres), more or less. 1111111111111111111111111111 iii 11111111111111111111IN 747006 12/27/2000 04:19P 173 Sara Fisher 7 of 7 R 33,00 D 0.00 N 0.00 Eagle CO CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD I BEARING DELTA C1 50.00' 16.67' 8.41' 16.59' N29'51'27 "W 19'0 '55' C2 25.00' 47.59' 35.10' 40.72' 552'26'49 "E 109'04'26' C3 50,00' 29.16' 15.01' 28.75' S1 4'36'58"E 33'24'44" C4 102.44' 66.38' 34.40' 65.22' S12.45'3 "E 37'07'31" C5 42.00' 31.99' 16.81' 31.22' S27'37'20'W 43'3 '16" C61 50.00' 6.29' 8.221 16.21' S89' '50 "E 1 18',39'41" C71 25.00' 13.41' 6.87' 13.25. 30'43'31" C81 10. 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Water facilities easement No. 747006 located on the east side of 2754 Snowberry and Roadway, parking and utility easement No. 121108 located on the northern side of the fore mentioned property both of the vacations are to facilitate the building of a duplex home on 2754 Snowberry Discussion /Background: The water facilities easement has not been in use since the new Inter - Mountain tank went into use. It is staffs opinion that this easement should be abandon as the 7.5' utility and drainage easement that will stay in place would be sufficient for any future needs. The roadway, parking and utility easement located at the front of the property has no use to ERWSD as all assets are currently in Right Of Way. Alternatives: Leave both easements intact and work with the builder on an easement encroachment agreement. Legal Issues: The builder's attorney has previously sent a letter to Collins, Cockrel and Cole regarding the abandonment of the water facilities easement. Budget Implication: N/A Recommendation: Staff believes that both of the easements may be abandon without any negative impact to ERWSD. Suggested Resolution /Motion: Easement Vacation Approval Attached Support Documentation: \ \VWS- STORAGE\ DESKTOPS $UBATCHELLER\DESKTOP \SNOWBERRY EASEMENTS\BARF -2754 SNOWBERRY.DOC cc: Linn Brooks \ \VWS- STORAGE\ DESKTOPS $UBATCHELLER\DESKTOP \SNOWBERRY EASEMENTS\BARF -2754 SNOWBERRY.DOC UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COM- MENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. Subject Property Address: 2754 Snowberry Drive, Vail, i 15 Lot_ Block 9 Subdivision: Intermountain Primary Contact /Owner Representative: eth ossung Phon 970- 390 -0013 Primary 288 (tel) 282 (fax) Barb Davis arU.406.1784 (tel) 970.468.1401 (fax) Contact: Remington Baker .5425 (tel) .4081 (fax) Jeff Vroom 039 (tel) 038 (fax) Pam McGuire representative e. Plans Dated: an 27, 2014 I/ I Iviecty- S' n&� A— SAQ��1'V dI !Jlfi—, t "+ 970.477.5449 (tel) 970.845.7218 (fax) Contact: Tug Birk 1 niu.a3o.4713 (tel) 303.603.1004 (fax) Contact: Michael Johnson 6284 (tel) Dan Roussin 1. Utility locations must be obtained before digging. NOTES, 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Conta Public Works Department for verification 970.479.2198. ct the 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. April, 29 2014 Mr. Mike Dantas Slopeside Construction Inc. 1975 W. Gore Creek Dr. Unit 25 Vail, CO 81657 EAGLE RIVER WATER $ SANITATION DISTRICT 846 Forest Road • Vail, Colorado 81657 (970) 476 -7480 • FAX (970) 4764089 w .erwsd.org RE: 2754 Snowberry -Water Main and Water and Sewer Services Dear Mr. Dantas, The latest set of drawings, submitted to Eagle River Water and Sanitation District (District) on April 10, 2014, show a significant cut over the 8 inch water main. The District would like inform you that the ERWSD minimum specs must be maintained at all times throughout the construction process. If and when the cut takes place, you will be required to, at your sole expense, permanently relocate the water main. Furthermore, until this relocation is done to the district satisfaction, or the current conditions have been maintained or restored, no water or sewer services or water or sewer taps will be provided to 2754 Snowberry Sincerely, Tug Birk Development Review Coordinator Mike .� - 2% Date Tug Birk Date