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0982IY m z�Z CD Z ' ■ W i Z CD Z m IY m Z to Z m a H ❑ ou w z w,1 o 3: z�a a8 . a m LL L) oo LU n_ I LL Q O w w z zN w� �- O3 Lu z� . a co m u ¢I ��a o °� I� a 0 LL a ❑ ui w z zN 5; Ln wmI °- w Om 3: wZ z� .a� LO ui IL ❑ ci LL can a Lu 0 m � Z z Z co Q ❑ m 0 a 0 LL LO 4 R g v i f i / 8365.5 �/ / 85 / / GRAPHIC SCALE / 10 0 5 10 20 / IN FZZT 1 inch = 10 ft. / as °•o I � 1 I 8569.3 LO T 13 i-- 8571.2 `\ � MEADOW LANE / / I TELEPHONE, (50' RIGHT -OF -WAY) — — — ON2 5 kCTV PEDESTAL AND IMPROVEMENT SURVEY PLAT / OX — — — 856o•5 FOUND No. 5 REBAR LOT 14A AND 14B p , \ ELECTRIC B �eea25 WITH 17¢" ALUMINUM CAP / TRANSFORMER °6b14 L.S. No. 27598 BIGHORN SUBDIVISION FIFTH ADDITION, BLOCK 7, SET No. 5 REBAR TELECOM WITH lhw ALUMINUM CAP \ OX L.S. No. 27598 \ Cl ASPHALT �RfC°�^ DRIVE 8563.4 fPf 1 / \ N No 10506 2) iUPKC CULVERT (APPROX. DIRECTION) / • \ \ BUILDING E \ .8 / • \ so- 8564.6 N i \ OND - e461.o � f♦ 0365.3 \ I \ ;4/ FL -8463. I / 0566.2 / 150 8567.1 ASPHALT \ \ \ DRIVE 8571.3 \ _ \� ASPHALT 3 / \ DRIVE \ 'k / \ O 8568.9 PARCEL 13A ` 6571.6 - -� --� -B OUTLINE OF DUPLEX / CIV I. BOULER WALL CULVERT SAMPLE OINT #4 SAMPLE POINT #3 / / 00 �O O / / FOUND No. 5 REBAR N13'06'E - 1.0' SET No. 5 REBAR WITH 17¢" ALUMINUM CAP — L.S. No. 27598 UTILITY AND DRAINAGE EASEMENT (RECEPTION No. 105002) U. S. F. S. N89'53'24"W Sk Wp ,a„o,,�a� , 'SECTION 13, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6th P. M. � i TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO ME 8567.4 � 7 / DECK ABOVE ? / PATIO/ENTRY PARCEL 14 -A � 0.243 ACRES ADDRESS: 4872A MEADOW LANE 2 -STORY WOOD SIDED A. DUPLEX RESIDENCE 1Q. NO- PARCEL 14 -B 0.283 ACRES ADDRESS: 4872B MEADOW LANE Ss' WETLANDS AREA (SHADED AREA) `ryeO 7 �M A6 WETLANDS AREA (SHADED AREA) CURVE I� RADIUS LENGTH TANGENT I� o Cl 29 1'47" 125.00' ■ I i V7 1'15'41 "E � f�1 9 N�36 I ■ Iz� w� O 0 to 32.02' 16.10' 31.93' .15.0' / a t, yy ,- ■ : • SAMPLE OINT #4 SAMPLE POINT #3 / / 00 �O O / / FOUND No. 5 REBAR N13'06'E - 1.0' SET No. 5 REBAR WITH 17¢" ALUMINUM CAP — L.S. No. 27598 UTILITY AND DRAINAGE EASEMENT (RECEPTION No. 105002) U. S. F. S. N89'53'24"W Sk Wp ,a„o,,�a� , 'SECTION 13, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6th P. M. � i TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO ME 8567.4 � 7 / DECK ABOVE ? / PATIO/ENTRY PARCEL 14 -A � 0.243 ACRES ADDRESS: 4872A MEADOW LANE 2 -STORY WOOD SIDED A. DUPLEX RESIDENCE 1Q. NO- PARCEL 14 -B 0.283 ACRES ADDRESS: 4872B MEADOW LANE Ss' WETLANDS AREA (SHADED AREA) `ryeO 7 �M A6 WETLANDS AREA (SHADED AREA) 1 WETLANDS 5,0' (TYPICAL) I L SAMPLE POINT X12 I A5 WETLAND FLAG I (TYPICAL) A4 LOT 15B 13 VICINITY MAP SCALE. 1"-500' SITE LOCATION — - SECTION 13 TOWNSHIP 5 SOUTH RANGE 80 WEST, 6th P.M. $ FC;AI DESCRIPTION PARCEL 14 —A: I THAT PART OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION, EAGLE COUNTY, COLORADO; THENCE S 05'56'30" E 193.41 FEET; THENCE N 89'53'24" W 103.59 FEET, THENCE N 36'12'50" E 110.26 FEET TO A POINT ON THE CENTERLINE OF A WALL BETWEEN TWO UNITS; THENCE N 53'48'33" W ALONG SAID CENTERLINE 40.82 FEET; THENCE N 13'40'52 "E 82.22 FEET TO A POINT ON A CURVE WHICH THE DELTA ANGLE IS 14'40'57" AND THE RADIUS IS 125.0 FEET; THENCE NORTHWESTERLY AND ALONG SAID CURVE 32.03 FEET TO THE POINT OF BEGINNING AS SET FORTH IN DECLARATION OF PARTY WALLS AND ACCESS EASEMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL 14 -B OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 14,' BLOCK 7, BIGHORN SUBDIVISION FIFTH ADDITION, EAGLE COUNTY, COLORADO: THENCE S 23' 25 "24" W 219.78 FEET; THENCE S 89' 53'24" E 66.41 FEET, THENCE N 36' 12'50" E 110.26 FEET TO A POINT ON CENTERLINE OF WALL BETWEEN THE TWO UNITS; THENCE N 53' 48'33" W AND ALONG SAID CENTERLINE 40.82 FEET: THENCE N 13' 40'52" E 82.22 FEET TO A POINT ON A CURVE WHICH THE DELTA ANGLE IS 14'40'57" AND THE RADIUS IS 125.0 FEET, THENCE NORTHWESTERLY AND ALONG SAID CURVE 32.03 FEET TO THE POINT OF BEGINNING AS SET FORTH IN DECLARATION OF PARTY WALLS AND ACCESS EASEMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232, COUNTY OF EAGLE, STATE OF COLORADO. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEI KNOWLEDGE. �05P .. R E /Sl • 27598 DATE: — BRENT BIGGS COLORADO P.L.S. No. 2759 4N 0 �J♦� BEHALF OF PEAK LAND CON ,J110bS�,� FOUND No. 5 REBAR (DISTURBED) (64'48'W - 0.4' FROM LOT CORNER) FOUND No. 5 REBAR FOUND No. 5 REBAR WITH 1 ALUMINUM CAP WITH Or ALUMINUM CAP L.S. No. 27598 L.S. No. 27598 T!• 1, if >o SECT. 7 GENERAL NOTES: 1. DATE OF SURVEY: AUGUST 1, 2014, WETLANDS LOCATED NOVEMBER 12, 2014. 2. BASIS OF BEARINGS: FOUND No. 5 REBAR'S WITH 1X" ALUMINUM CAPS MARKING THE EAST LINE OF LOT 14A BEING S05'56'34 "W A DISTANCE OF 193.41 FEET. 3. PROJECT BENCHMARK: SEWER MANHOLE 0240, INVERT OUT ELEVATION- 8534.37. MEASURED RIM ELEVATION= 8543.07, LOCATED IN MEADOW DRIVE NEAR THE NORTHEAST CORNER OF LOT 2, BLOCK 6. 4. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT. 5. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS (XX.X'). 6. THE PARCELS ARE SUBJECT TO THE RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUTOMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION,SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTEDBY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 25, 1966, IN BOOK175 AT PAGE 445. 7. THE PARCELS ARE SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THEPLAT OF BIGHORN SUBDIVISION, FIFTH ADDITION RECORDED NOVEMBER 25, 1966 UNDER RECEPTION NO. 105002. 8. THE PARCELS ARE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF PARTY WALL DECLARATION BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232. 9. WETLAND DELINEATION BY WATERSHED ENVIRONMENTAL CONSULTANTS, INC. OCTOBER 29, 2014. 10. SAMPLE POINTS 1, 2, AND 4 ARE SHOWN APPROXIMATE, UNABLE TO LOCATE IN THE FIELD AT TIME OF SURVEY ON NOVEMBER 12, 2014. 11. RIPARIAN - FORESTED WETLAND = 3011 sq. ft OF 0.07 ACRES. 12. CULVERTED FLOW = 25.5'. 13. 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 IMPROVEMENT SURVEY PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50039095, DATED JULY 28, 2014, AT 5:00 P.M. 14. 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 I� RADIUS LENGTH TANGENT I� o Cl 29 1'47" 125.00' W I i V7 1'15'41 "E � f�1 9 N�36 I 16.11' Iz� w� O 0 to 32.02' 16.10' 31.93' .15.0' / 1 WETLANDS 5,0' (TYPICAL) I L SAMPLE POINT X12 I A5 WETLAND FLAG I (TYPICAL) A4 LOT 15B 13 VICINITY MAP SCALE. 1"-500' SITE LOCATION — - SECTION 13 TOWNSHIP 5 SOUTH RANGE 80 WEST, 6th P.M. $ FC;AI DESCRIPTION PARCEL 14 —A: I THAT PART OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION, EAGLE COUNTY, COLORADO; THENCE S 05'56'30" E 193.41 FEET; THENCE N 89'53'24" W 103.59 FEET, THENCE N 36'12'50" E 110.26 FEET TO A POINT ON THE CENTERLINE OF A WALL BETWEEN TWO UNITS; THENCE N 53'48'33" W ALONG SAID CENTERLINE 40.82 FEET; THENCE N 13'40'52 "E 82.22 FEET TO A POINT ON A CURVE WHICH THE DELTA ANGLE IS 14'40'57" AND THE RADIUS IS 125.0 FEET; THENCE NORTHWESTERLY AND ALONG SAID CURVE 32.03 FEET TO THE POINT OF BEGINNING AS SET FORTH IN DECLARATION OF PARTY WALLS AND ACCESS EASEMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232, COUNTY OF EAGLE, STATE OF COLORADO. PARCEL 14 -B OF LOT 14, BLOCK 7, BIGHORN SUBDIVISION, FIFTH ADDITION MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 14,' BLOCK 7, BIGHORN SUBDIVISION FIFTH ADDITION, EAGLE COUNTY, COLORADO: THENCE S 23' 25 "24" W 219.78 FEET; THENCE S 89' 53'24" E 66.41 FEET, THENCE N 36' 12'50" E 110.26 FEET TO A POINT ON CENTERLINE OF WALL BETWEEN THE TWO UNITS; THENCE N 53' 48'33" W AND ALONG SAID CENTERLINE 40.82 FEET: THENCE N 13' 40'52" E 82.22 FEET TO A POINT ON A CURVE WHICH THE DELTA ANGLE IS 14'40'57" AND THE RADIUS IS 125.0 FEET, THENCE NORTHWESTERLY AND ALONG SAID CURVE 32.03 FEET TO THE POINT OF BEGINNING AS SET FORTH IN DECLARATION OF PARTY WALLS AND ACCESS EASEMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232, COUNTY OF EAGLE, STATE OF COLORADO. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEI KNOWLEDGE. �05P .. R E /Sl • 27598 DATE: — BRENT BIGGS COLORADO P.L.S. No. 2759 4N 0 �J♦� BEHALF OF PEAK LAND CON ,J110bS�,� FOUND No. 5 REBAR (DISTURBED) (64'48'W - 0.4' FROM LOT CORNER) FOUND No. 5 REBAR FOUND No. 5 REBAR WITH 1 ALUMINUM CAP WITH Or ALUMINUM CAP L.S. No. 27598 L.S. No. 27598 T!• 1, if >o SECT. 7 GENERAL NOTES: 1. DATE OF SURVEY: AUGUST 1, 2014, WETLANDS LOCATED NOVEMBER 12, 2014. 2. BASIS OF BEARINGS: FOUND No. 5 REBAR'S WITH 1X" ALUMINUM CAPS MARKING THE EAST LINE OF LOT 14A BEING S05'56'34 "W A DISTANCE OF 193.41 FEET. 3. PROJECT BENCHMARK: SEWER MANHOLE 0240, INVERT OUT ELEVATION- 8534.37. MEASURED RIM ELEVATION= 8543.07, LOCATED IN MEADOW DRIVE NEAR THE NORTHEAST CORNER OF LOT 2, BLOCK 6. 4. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT. 5. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS (XX.X'). 6. THE PARCELS ARE SUBJECT TO THE RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUTOMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION,SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTEDBY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 25, 1966, IN BOOK175 AT PAGE 445. 7. THE PARCELS ARE SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THEPLAT OF BIGHORN SUBDIVISION, FIFTH ADDITION RECORDED NOVEMBER 25, 1966 UNDER RECEPTION NO. 105002. 8. THE PARCELS ARE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF PARTY WALL DECLARATION BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 19, 1975 IN BOOK 243 AT PAGE 232. 9. WETLAND DELINEATION BY WATERSHED ENVIRONMENTAL CONSULTANTS, INC. OCTOBER 29, 2014. 10. SAMPLE POINTS 1, 2, AND 4 ARE SHOWN APPROXIMATE, UNABLE TO LOCATE IN THE FIELD AT TIME OF SURVEY ON NOVEMBER 12, 2014. 11. RIPARIAN - FORESTED WETLAND = 3011 sq. ft OF 0.07 ACRES. 12. CULVERTED FLOW = 25.5'. 13. 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 IMPROVEMENT SURVEY PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50039095, DATED JULY 28, 2014, AT 5:00 P.M. 14. 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 29 1'47" 125.00' 64.06' 32.75' 63.36' 1'15'41 "E C2 14'41'07" 125.00' 32.04' 16.11' 31.95' S73 1" C3 14'40'39" 125.00' 32.02' 16.10' 31.93' SS '36'14 "E DEPOSITED TjiIS DAY OF IA N-R- 20 AT l! 00 M IN BOOK of E EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT/RIGHTS -OF -WAY SURVEYS AT PAGE RECEPTION No. PEAK LAND CONSULTANTS, INC PH: (!770)476 -8644 FAX: (970)476 -8616 1000 UON'S RIDGE LOOP, SUITE 1D VAR, CO 81657 DRAWN: JF SHEET DATE: 08 /04/14 1 Of 1 PLC JOB#:1954