Attachment B - Willits Lane Right of Way Map.pdf

A cc e ss

U til ity

D ra in a g e E a se m e n t

A cc e ss

U til ity

D ra in a g e E a se m e n t

Found 3.25" Aluminum Cap Stamped "RM" AP5 TR47, AP1 TR53, AP2 TR52

LS 28643 1997 on 3/4" Rebar 9" Below Surface ACCEPTED AS 45.4' Witness Corner per Willits Townhomes

Filing No. 4 Plat at Reception No. 74613

COLO

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HWAY N

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HIGHWAY No. 82

RIGHT O

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AY

Found 3.25 Aluminum Cap CDOT LS 17491 1995

T8S R87W AP7 TR47, AP3 TR48, TR 52

on 2.5" Iron Pipe

Found 3.25 Aluminum Cap Stamped LS 28643 2022

T8S R87W AP4 TR48, AP1 TR 52

on 3/4" Rebar

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P riv at e

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E as em en t

Found 2.5" GLO Brass Cap Stamped "WC" AP4 TR53, AP1 TR57, AP2 TR58, AP3 TR 52 1924

TRACT 4

TRACT 4

TRACT 5

WILLITS LANE WILLITS LANE

WILLITS LANE

W

ILL

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LA

NE

WILL

ITS LA

NE

Found 3.25" Aluminum Cap Stamped WC 27' AP6 TR47, AP1 TR53, AP2 TR52 LS 28643 2015 on 3/4" Rebar 9" Below Surface Accepted as 27' Witness Corner per DORA Monument Report

N

°4 8'

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8.

N

°5

0'

"W

3.

P riv at e

F is he rm an s

E as em en t

True Position for AP6 TR47, AP1 TR53, AP2 TR52

TRACT 4

TRACT 4

- LEGEND -

- Found 5/8" rebar

- Found 1.5" Illegible Aluminum Cap on 5/8" Rebar

- Found 1.25" Plastic Cap on 5/8" Rebar LS 24303

- Found Monument as Described

Property Line Easement Line

Right-of-Way Line

- Found 1.25" Plastic Cap on 5/8" Rebar LS 28643

- Found 1.25" Plastic Cap on 5/8" Rebar LS 15710

- Found 1" Brass Plug in Concrete LS 28643

- Found 1.25" Illegible Plastic Cap on 5/8" Rebar

- Found 1.5" Aluminum Cap LS on 5/8" Rebar 15710

- Found 1.25" Plastic Cap on 5/8" Rebar LS 20133

- Found 1.25" Plastic Cap on 5/8" Rebar LS 19598

- Found 3.25" Aluminum Cap Stamped LS 9649 CDOT ROW Project F0082-16

- VICINITY MAP -

SCALE: 1 Inch = 2000 Feet

Site

Approved:

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Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

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2024-186.001

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240626

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Willits Lane ROW

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N o tic e A cc o rd in g t o C o lo ra d o L a w yo u m u st c o m m e n ce a n y le g a l a ct io n b a se d u p o n a n y d e fe ct in t h is s u rv e y w ith in t h re e y e a rs a ft e r yo u f ir st d is co ve r su ch d e fe ct

In n o e ve n t m a y a n y le g a l a ct io n b a se d u p o n a n y d e fe ct in t h is s u rv e y b e c o m m e n ce d m o re t h a n t e n y e a rs f ro m t h e d a te o f th e c e rt ifi ca tio n s h o w n h e re o n

PLS:

Graphic Scale

In U.S. Feet : 1" = 250'

0 125 250 500

NOTES:

1. The purpose of this Right of Way Map is to identify the existing Willits Lane Right of Way according to documents of record and existing field evidence. Including existing property corners found in place. It is not intended to represent a comprehensive Boundary Survey of any of the adjoining properties. This Right of Way Map does not represent easements adjacent to the Right of Way for Utilities and Drainage purposes.

2. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. Every attempt was made at the time of this survey to locate all physical evidence and record documents to help identify the Willits Lane Right of Way and any conflicting boundary information. All information pertaining to individual ownership has been taken from provided documents from the town of Basalt and research conducted by SGM utilizing Eagle County GIS on-line map data and Eagle County Clerk and Recorder to capture the best available current record document information to represent individual property legal descriptions, subdivision plats, and right of way dedications. Any conflicts shown are assumed to be actual problems between adjoining properties.

3. Basis of Bearings: Bearings shown hereon are based on a record bearing of N89°48'06"W, between Angle Point 4 of Track 48 monumented by a 3.25" Aluminum Cap Stamped "LS 28643 2022 T8S R87W AP4 TR 48 AP1 TR52" on a 3/4" Rebar and Angle Point 3 Track 48 monumented by a 3.25" Aluminum Cap Stamped "CDOT LS 17491 1995 T8S R87W AP7 TR47 AP3 TR48 TR52", as shown hereon. Said record bearings are based on the Willits Lane Annexation Map, Rec. No. 580407 and Sopris Meadows P.U.D., Rec. No. 595887.

4. Date of field survey : March thru May, 2024.

5. Units of linear measurements are displayed in US Survey Feet.

6. SGM is not responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made.

7. Any surface or subsurface utilities are not within the scope of this survey.

8. Fences shown hereon, if any, have been shown for general reference and do not necessarily depict limits of ownership.

9. The orthorectified mosaic photo shown hereon was captured by SGM using a DJI Phantom 4 UAV in conjunction with survey ground control on April 3, 2024 and April 12, 2024. The Ground Sampling Distance (GSD) of the image is 0.72 -inches. The estimated horizontal accuracy of the image is x2 the GSD, or 1.44-inches.

SURVEYOR'S CERTIFICATE:

I, Shawn Binion, being a registered Professional Land Surveyor, licensed in the State of Colorado, do hereby certify that this Right of Way Map was prepared by SGM on this date, June 26, 2024, based on site conditions as they existed during a field survey performed March thru May, 2024 , under my direct supervision and checking and that it is true and correct to the best of my knowledge and belief.

Willits Lane Right of Way Map Situated in Tracts 45, 46, 47, 52, 53, 58, 59, & 60, In Sections 2 & 11 Township 8 South, Range 87 West of the Sixth Principal Meridian

Eagle County, Colorado

Shawn Binion Colorado PLS # 38200 For, and on behalf of SGM

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EAST VALLEY ROAD

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Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

Date:

File:

2024-186.001

JCE

240625

SB

Willits Lane ROW

W es t S ix th S tre et

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G le nw oo d

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Graphic Scale

In U.S. Feet : 1" = 30'

0 15 30 60

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Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

Date:

File:

2024-186.001

JCE

SB

Willits Lane ROW

W es t S ix th S tre et

, S ui te

G le nw oo d

Sp rin gs , C

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.. PLS:

Graphic Scale

In U.S. Feet : 1" = 30'

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Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

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File:

2024-186.001

JCE

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Willits Lane ROW

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Graphic Scale

In U.S. Feet : 1" = 30'

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Roaring Fo rk R ive r

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SHEET 6

WILLITS LANE

Roaring Fork River

- LEGEND -

Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

Date:

File:

2024-186.001

JCE

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Willits Lane ROW

W es t S ix th S tre et

, S ui te

G le nw oo d

Sp rin gs , C

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w w w .s gm -in c.

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.. PLS:

Graphic Scale

In U.S. Feet : 1" = 30'

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Roaring Fo rk R iver

- LEGEND -

Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

Date:

File:

2024-186.001

JCE

SB

Willits Lane ROW

W es t S ix th S tre et

, S ui te

G le nw oo d

Sp rin gs , C

O

0.

5.

w w w .s gm -in c.

e B y:

7Of :

.. PLS:

Graphic Scale

In U.S. Feet : 1" = 30'

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Roaring Fork River

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COLORADO STATEHIGHWAY No. 82RIGHT OF WAY

WILLITS LANE

- LEGEND -

Approved:

Sheet Title

Sheet Layout and Control/Basis

R ev is io n

Sheet No.

W ill its L an e

R ig ht o f W ay

Ea gl e C ou nt y, C ol or ad o

Job No.

Drawn by:

Date:

File:

2024-186.001

JCE

SB

Willits Lane ROW

W es t S ix th S tre et

, S ui te

G le nw oo d

Sp rin gs , C

O

0.

5.

w w w .s gm -in c.

e B y:

7Of :

.. PLS:

Graphic Scale

In U.S. Feet : 1" = 30'