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1006W 5W L z V z a 0 *4� W m z z 3 1.1. 0 W m z z 3 I'M 0 Q H O rn W z Z n, L7 LO W LD aT om LU Z W z zIr . a LO M Uw QIr 0 LL Q U] Q 0 LU w z �Lo Lo wX a¢ o; w z LO M z� Q . a U� °rr a 0 LL Ln Q 0 w z zN �n L0 wCO aM om W_ W z� a . a m U'L 0� a D LL DETAIL A CGWCRE7F RAO /NO& OL10 #0 7FR 7AN11 EA(,�E' Q�1t7PY A-MaW 7"V aS7MVr BYtGiY 2.WPAar AS6 EA61�E AWLS i ALTS a &IFO Lr ALRC A42 21116:51W — — — 0 25 50 100 1 inch = 50 ft. IMPROVEMENT SURVEY PLAT Lot 9, Eagle Hills Subdivision Located in Section 4, T5S, R84W, 6th P.M. Town of Eagle, County of Eagle, State of Colorado .FOUND SURkFy MONUMENT 1.5" AL UM /NUM CAP, ON 15 REBAR, LS 159JJ cue �.•....«.r LOT 4 E46rE AWS 56119W49M 11AYWAM, XI W AEC AV MIJ1164W DETAIL A LOT J4 ICA~ .SW F -2 70AW EAV,, d4 r N.' Vr / / / / / / / / / / / / / / / / / / / / / / / I � I I I I I � I I ' I r � � (,i�EIV AIIQ�ilVTAM/ '� N1 W 2215 PAacA 924 ORA kfZ \�� I ROAD 7FLE'HLaVE / PEGlESTAL (TYPICAL) A� C1' MONUMENT AL UM /NUM CAP 2695 KTYP/CAL, '( 1a5F 7V *l%WTAAV LIIP W j marm7 Pwar Aw, , - s /GAS SERNCE ,� OVA)FR WATER VAL bF ,/� SWOT 017- AND H)MANT ' i / / I 4, W W f W I i I I FGY/N,0 2.5' AZa W4V& CAP CGWCRE7F PAO GW ,45 REBAR, LS /.,TfM W A)FR GAD 10' REFERENGF 06ftJI�dEN7S W MATER TANK 70 /NA1E W COOWR I ,°o I o _ I W 58751 f6 "W ' 10.00' W 1782' 970' N9,5 �002lY �7IE� .x0.14' Flew 25" AWASS CAP ?b�3� /WNCEL /NE WAI4E -NY 1LYaW" TO 7RACT 61aw ERs _ W 40, 4 ?, 9047 �°, ry ,�I 25' OMf 75" SMER PVSry GW W LS AC25M A NO 1.5" ALU,1/INUM I I O O m CAP 6 V ,0'S REBAR ►� I GYS7URAM,, LS A5710 I � h (MIAVESS' CDOwn) 6 S* i ? I � W I I a 50' I W I 0 5 10 20 I 1 inch = 10 ft. DESCRIPTION: A Parcel of land located in Section 4, Township 5 South, Range 84 West of the 6th Principal Meridian, Town of Eagle, County of Eagle, State of Colorado, also known as, Lot 9, Eagle Hills Subdivision, according to the Plat recorded August 29, 1980 in Book 307 Page 866 at the Office of the Clerk and Recorder, County of Eagle, State of Colorado, being more particularly described as follows: Beginning at the Northeast corner of said Lot 9 being the Point of Beginning, also being the Southeast corner of Lot 34, Kaibab Subdivision, Filing 2, and a point on Green Mountain Drive, from which a easterly angle point of said Lot 9 and westerly angle point of Green Mountain Drive bears S31'53'18 "W and being the Basis of Bearings for the following: Thence S31'53'18 "W 158.95 feet to a point; Thence S50.4627 "W 189.76 feet to a point; Thence N81'27'09W 816.48 feet to a point; Thence N00'53'46E 187.62 feet to a point; Thence S87'00'55 "E 1036.86 feet to the Point of Beginning. Containing 5.028 acres more or less. NOTES: 1) DATE OF SURVEY: June 5, 2015 2) STREET ADDRESS: 611 Green Mountain Drive (Not Posted) 3) Location of improvements and lot lines are based upon: the above — referenced Plat, Title Commitment provided by Heritage Title Company Commitment No. 598— H0435226- 060 —SG1, with an effective date of May 14, 2015, and Survey Monuments found at the time of this survey as shown hereon. 4) BASIS OF BEARINGS: Between a Found 1.5" Aluminum Cap LS #20695 being the Northeast corner of said Lot 9, and a Found 1.5" Aluminum Cap LS #20695, being an angle point of said Lot 9, having a bearing between of S31'53'38 "W as shown hereon. 5) U.S Survey Feet was used for this Survey. 6) 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. r_AI<T.� I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plot was prepared for Jeffrey M. Williams and Mandy L. Williams, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Improvement Survey Plat is in conformance with 38 -51 C.R.S. and standard survey methods practiced in the area at the time of this survey. 38079 �w L •i•,aN� Sv Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor COUNTY SURVEYOR //__CERTIFICATION Deposited this i 1P r Day of ��! l �1 , 2015, at _____ , in Book 1 of the Eagle Coun y Surveyor's Land Survey Plats/ Rights —of —Way Surveys at Page / 0. This Land Survey Plat complies with Section 38 -51 -102, of the Colorado Revised Statutes. a "' w G LU Ln m Lo Lo w� O± z LU Z w Z '�y M z¢ Q z > m �¢ 3 U Q Op'. r� Q a 0 LL m DETAIL A CGWCRE7F RAO /NO& OL10 #0 7FR 7AN11 EA(,�E' Q�1t7PY A-MaW 7"V aS7MVr BYtGiY 2.WPAar AS6 EA61�E AWLS i ALTS a &IFO Lr ALRC A42 21116:51W — — — 0 25 50 100 1 inch = 50 ft. IMPROVEMENT SURVEY PLAT Lot 9, Eagle Hills Subdivision Located in Section 4, T5S, R84W, 6th P.M. Town of Eagle, County of Eagle, State of Colorado .FOUND SURkFy MONUMENT 1.5" AL UM /NUM CAP, ON 15 REBAR, LS 159JJ cue �.•....«.r LOT 4 E46rE AWS 56119W49M 11AYWAM, XI W AEC AV MIJ1164W DETAIL A LOT J4 ICA~ .SW F -2 70AW EAV,, d4 r N.' Vr / / / / / / / / / / / / / / / / / / / / / / / I � I I I I I � I I ' I r � � (,i�EIV AIIQ�ilVTAM/ '� N1 W 2215 PAacA 924 ORA kfZ \�� I ROAD 7FLE'HLaVE / PEGlESTAL (TYPICAL) A� C1' MONUMENT AL UM /NUM CAP 2695 KTYP/CAL, '( 1a5F 7V *l%WTAAV LIIP W j marm7 Pwar Aw, , - s /GAS SERNCE ,� OVA)FR WATER VAL bF ,/� SWOT 017- AND H)MANT ' i / / I 4, W W f W I i I I FGY/N,0 2.5' AZa W4V& CAP CGWCRE7F PAO GW ,45 REBAR, LS /.,TfM W A)FR GAD 10' REFERENGF 06ftJI�dEN7S W MATER TANK 70 /NA1E W COOWR I ,°o I o _ I W 58751 f6 "W ' 10.00' W 1782' 970' N9,5 �002lY �7IE� .x0.14' Flew 25" AWASS CAP ?b�3� /WNCEL /NE WAI4E -NY 1LYaW" TO 7RACT 61aw ERs _ W 40, 4 ?, 9047 �°, ry ,�I 25' OMf 75" SMER PVSry GW W LS AC25M A NO 1.5" ALU,1/INUM I I O O m CAP 6 V ,0'S REBAR ►� I GYS7URAM,, LS A5710 I � h (MIAVESS' CDOwn) 6 S* i ? I � W I I a 50' I W I 0 5 10 20 I 1 inch = 10 ft. DESCRIPTION: A Parcel of land located in Section 4, Township 5 South, Range 84 West of the 6th Principal Meridian, Town of Eagle, County of Eagle, State of Colorado, also known as, Lot 9, Eagle Hills Subdivision, according to the Plat recorded August 29, 1980 in Book 307 Page 866 at the Office of the Clerk and Recorder, County of Eagle, State of Colorado, being more particularly described as follows: Beginning at the Northeast corner of said Lot 9 being the Point of Beginning, also being the Southeast corner of Lot 34, Kaibab Subdivision, Filing 2, and a point on Green Mountain Drive, from which a easterly angle point of said Lot 9 and westerly angle point of Green Mountain Drive bears S31'53'18 "W and being the Basis of Bearings for the following: Thence S31'53'18 "W 158.95 feet to a point; Thence S50.4627 "W 189.76 feet to a point; Thence N81'27'09W 816.48 feet to a point; Thence N00'53'46E 187.62 feet to a point; Thence S87'00'55 "E 1036.86 feet to the Point of Beginning. Containing 5.028 acres more or less. NOTES: 1) DATE OF SURVEY: June 5, 2015 2) STREET ADDRESS: 611 Green Mountain Drive (Not Posted) 3) Location of improvements and lot lines are based upon: the above — referenced Plat, Title Commitment provided by Heritage Title Company Commitment No. 598— H0435226- 060 —SG1, with an effective date of May 14, 2015, and Survey Monuments found at the time of this survey as shown hereon. 4) BASIS OF BEARINGS: Between a Found 1.5" Aluminum Cap LS #20695 being the Northeast corner of said Lot 9, and a Found 1.5" Aluminum Cap LS #20695, being an angle point of said Lot 9, having a bearing between of S31'53'38 "W as shown hereon. 5) U.S Survey Feet was used for this Survey. 6) 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. r_AI<T.� I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plot was prepared for Jeffrey M. Williams and Mandy L. Williams, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Improvement Survey Plat is in conformance with 38 -51 C.R.S. and standard survey methods practiced in the area at the time of this survey. 38079 �w L •i•,aN� Sv Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor COUNTY SURVEYOR //__CERTIFICATION Deposited this i 1P r Day of ��! l �1 , 2015, at _____ , in Book 1 of the Eagle Coun y Surveyor's Land Survey Plats/ Rights —of —Way Surveys at Page / 0. This Land Survey Plat complies with Section 38 -51 -102, of the Colorado Revised Statutes.