EUGENE LYNNE2440 S. Chase Ln.

Lakewood, CO 80227

VICINITY MAP

SHELTON STUDIO RANCH FILING NO. 2

A PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4,

TOWNSHIP 4 SOUTH, RANGE 70 WEST OF THE 6TH PRINCIPAL MERIDIAN,

CITY OF GOLDEN, COUNTY OF JEFFERSON, STATE OF COLORADO

FINAL PLAT

SHEET 1 OF 2

BOOK: __________ PAGE: __________

RECEPTION NUMBER: ____________________

DATE OF RECORDING: ____________________

NORTH

LEGAL DESCRIPTION

A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER 2015090321 RECORDED ON AUGUST 25TH, 2015 IN THE JEFFERSON COUNTY

CLERK AND RECORDER'S OFFICE, LYING IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 4

SOUTH, RANGE 70 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF GOLDEN, COUNTY OF JEFFERSON, STATE OF COLORADO BEING

MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE EAST QUARTER SECTION CORNER OF SAID SECTION 4; THENCE S02°46'21"E, ALONG THE EAST LINE OF SAID

SECTION 4 A DISTANCE OF 637.33 FEET TO THE NORTHERLY BOUNDARY OF MARSTON TRAIL, A 45 FEET WIDE STREET; THENCE ALONG

SAID NORTHERLY BOUNDARY ON A CURVE TO THE THE LEFT WHOSE CHORD BEARS S73°28'05"W 5.79 FEET, WHOSE CENTRAL ANGLE IS

01°25'37", AND WHOSE RADIUS IS 232.50 FEET AND ARC LENGTH OF 5.79 FEET TO A POINT OF TANGENCY; THENCE ALONG SAID

TANGENT ON MARSTON TRAIL NORTHERLY BOUNDARY S72°45'17"W 90.36 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT

WHOSE CENTRAL ANGLE IS 35°14'22", WHOSE RADIUS IS 122.50 FEET, AND WHOSE CHORD IS 74.16 FEET BEARING S55°08'07"W AN ARC

LENGTH OF 75.34 FEET; THENCE 87°13'39"W 394.91 FEET TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE

SOUTHEAST QUARTER OF THE AFORESAID SECTION 4; THENCE N02°59'58"W QUARTER OF THE NORTHEAST QUARTER OF THE

SOUTHEAST QUARTER OF SAID SECTION 4; THENCE N88°41'29"E 601.55 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON,

STATE OF COLORADO.

ALSO DESCRIBED AS:

A PARCEL OF LAND DESCRIBED AT RECEPTION NUMBER 2015090321 RECORDED ON AUGUST 25TH, 2015 IN THE JEFFERSON COUNTY

CLERK AND RECORDER'S OFFICE, LYING IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 4

SOUTH, RANGE 70 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF GOLDEN, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE

PARTICULARLY DESCRIBED AS:

BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 4 (A FOUND CHISELED CROSS ON A 1.8'x1.3'x0.5' METAMORPHIC STONE);

WHENCE THE SOUTH SIXTEENTH CORNER COINCIDENT WITH SECTION 4 AND SECTION 3 SAID TOWNSHIP 4 SOUTH, RANGE 70 WEST OF

THE 6TH PRINCIPAL MERIDIAN (A FOUND #5 REBAR 0.4' ABOVE GRADE) BEARS S02°58'57”E (BASIS OF BEARINGS-ASSUMED) A DISTANCE

OF 1306.88 FEET;

THENCE S02°58'57”E COINCIDENT WITH THE EAST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID

SECTION 4 A DISTANCE OF 637.28 FEET TO THE NORTHEAST SUBDIVISION CORNER OF SHELTON STUDIO RANCH FILING NUMBER 1

DESCRIBED AT RECEPTION NUMBER F0751520 RECORDED ON DECEMBER 7TH, 1998 IN THE JEFFERSON COUNTY CLERK AND

RECORDER'S OFFICE;

THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE NORTHERLY LINE OF SAID SHELTON STUDIO RANCH FILING NUMBER 1:

1) ALONG THE ARC OF A CURVE TO THE LEFT, NON-TANGENT WITH THE PREVIOUS COURSE, HAVING A CENTRAL ANGLE

OF 01°25'37”, A RADIUS OF 232.50 FEET, A CHORD BEARING OF S73°15'30”E A DISTANCE OF 5.79 FEET, AND AN ARC DISTANCE

OF 5.79 FEET;

2) THENCE S72°32'42”W, TANGENT WITH THE PREVIOUS COURSE, A DISTANCE OF 90.36 FEET;

3) THENCE ALONG THE ARC OF A CURVE TO THE LEFT, TANGENT WITH THE PREVIOUS COURSE, HAVING A CENTRAL ANGLE

OF 35°14'22”, A RADIUS OF 122.50 FEET, A CHORD BEARING OF S54°55'31”E A DISTANCE OF 74.16 FEET, AND AN ARC DISTANCE

OF 75.34 FEET;

4) THENCE N57°23'34”W, NON-TANGENT WITH THE PREVIOUS COURSE, A DISTANCE OF 58.78 FEET;

5) THENCE S87°01'03”W A DISTANCE OF 394.91 FEET TO THE NORTHWEST SUBDIVISION CORNER OF SAID SHELTON STUDIO RANCH

FILING NUMBER 1, SAID CORNER ALSO BEING A POINT ON THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF

THE SOUTHEAST QUARTER OF SAID SECTION 4;

THENCE N03°12'34”W COINCIDENT WITH SAID WEST LINE A DISTANCE OF 681.93 FEET TO THE NORTHWEST CORNER OF SAID EAST HALF

OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4;

THENCE N88°29'33”E COINCIDENT WITH THE NORTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID

SECTION 4 A DISTANCE OF 601.55 FEET TO THE POINT OF BEGINNING;

CONTAINING 404,338 SQUARE FEET, (9.28 Acres), MORE OR LESS.

COUNTY CLERK AND RECORDER:

ACCEPTED FOR FILING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY, COLORADO,

AT_____________O'CLOCK____M. THIS ______ DAY OF ____________________, 20______.

______________________ ________________________________________________ ___________________________________

RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER DEPUTY CLERK

ATTORNEY'S CERTIFICATE:

I, _______________________, AN ATTORNEY AT LAW DULY LICENSED TO PRACTICE BEFORE THE COURTS OF RECORD OF

COLORADO, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE RECORDS ASSEMBLED BY ________________________ FOR

ALL LANDS HEREIN DEDICATED AND SHOWN UPON THE WITHIN PLAT AND THAT THE TITLE TO SUCH LAND IS IN THE DEDICATOR,

FREE AND CLEAR, OF ALL LIENS AND ENCUMBRANCES. I FURTHER CERTIFY THAT ALL PARTIES SIGNATORY TO THE DEDICATION

CERTIFICATE ARE THOSE SUFFICIENT TO CONVEY CLEAR TITLE TO THE CITY FOR ALL PROPERTY RIGHTS SO DEDICATED.

DATED THIS ______DAY OF ____________________, 20______.

____________________________________________

ATTORNEY AT LAW

SURVEYOR'S CERTIFICATE

I, HEATH HILDEBRAND, A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO,

DO HEREBY CERTIFY THAT THE SURVEY OF SHELTON STUDIO RANCH FILING NO. 2 WAS MADE BY ME OR DIRECTLY UNDER MY SUPERVISION

ON OR ABOUT THE ______ DAY OF _____________________, 20 ____, AND THAT THE SURVEY IS BASED UPON MY KNOWLEDGE, INFORMATION

AND BELIEF, IT HAS BEEN PREPARED IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, THE SURVEY IS NOT A GUARANTY OR

WARRANTY, EITHER EXPRESSED OR IMPLIED, AND THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION AND

THE SURVEY THEREOF.

________________________________________________

HEATH E. HILDEBRAND

LICENSED COLORADO LAND SURVEYOR

LICENSE NUMBER: 38211

DATE: ______________

GENERAL NOTES

1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY EUGENE LYNNE TO DETERMINE TITLE OR EASEMENTS OF RECORD. RESEARCH

FOR THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH CRS 38-51-106 AND THE RULES OF PROCEDURE AND BOARD POLICY

STATEMENTS OF THE STATE BOARD OF LICENSURE FOR ARCHITECTS, PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS,

SPECIFICALLY THOSE BOARD RULES AND POLICY STATEMENTS RELATING TO THE DEPICTION OF EASEMENTS AND RIGHTS OF WAY ON

SUBDIVISION PLATS. TITLE COMMITMENT NUMBER ___________________________, DATED ____________, AT _____P.M. PREPARED BY

___________________________________ WAS RELIED UPON FOR ALL INFORMATION REGARDING EASEMENTS OF RECORD, RIGHTS OF WAY,

TITLE OF RECORD AND CIVIL COURT ACTIONS OF RECORD.

2. BASIS OF BEARINGS: THE EAST LINE OF THE NE 1/4 OF SE 1/4 OF SECTION 4, TOWNSHIP 4S, RANGE 70W, BEARING S02°58'57"E A DISTANCE

OF 1306.88'.

3. THE FIELD WORK WAS PERFORMED IN AUGUST OF 2018.

4. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT

OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S.

5. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE

YEARS AFTER YOU FIRST DISCOVERED 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 THE CERTIFICATION SHOWN HEREON.

6. DISTANCES ON THIS PLAT ARE EXPRESSED IN U.S. SURVEY FEET AND DECIMALS THEREOF. A U.S. SURVEY FOOT IS DEFINED AS EXACTLY

1200/3937 METERS.

7. PROPERTY LIES PRIMARILY IN "ZONE X", (AREAS DETERMINIED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DESIGNATED

BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS PER FLOOD INSURANCE RATE MAP PANEL NUMBER 08059C0276F, EFFECTIVE

DATE FEBRUARY 5TH, 2014. WEST FORK KENNEDY'S RUN TRIBUTARY 1 IS IN "ZONE AE", WHICH IS CONTAINED WITHIN DRAINAGE TRACT B.

8. TRACTS A AND B ARE FOR STORM DRAINAGE, DETENTION AND MAINTENANCE ACCESS. TRACT C IS FOR FUTURE ACCESS AND EMERGENCY

VEHICLE ACCESS.

9. UTILITY EASEMENTS ARE AS SHOWN ARE HEREBY DEDICATED BY THIS PLAT.

10. A MAINTENANCE ACCESS EASEMENT IS DEDICATED TO THE CITY ALONG THE ENTIRE NORTH SIDE OF LOT 9 AS SHOWN ON THE

ACCOMPANYING PLAT.

11. Tracts A and B will be conveyed to the HOA and maintenance responsibility for said Tracts is the HOA.

12. RESIDENCES AND ANCILLARY STRUCTURES SHALL BE LOCATED WITHIN THE DESIGNATED BUILDING ENVELOPES. PRIVACY FENCES ARE

PROHIBITED WITHIN THE DEVELOPMENT.

13. THE UTILITY AND EMERGENCY VEHICLE ACCESS TURNAROUND EASEMENT SHOWN ON FINAL PLAT RESTRICTS FENCES, SIGN POSTS,

TREES, BOULDERS, OTHER OBSTRUCTIONS AND MAIL BOXES WITH THE EXCEPTION OF LOTS 8 AND 9 WHICH ARE EACH ALLOWED TO

PLACE A SINGLE MAILBOX WITHIN THIS EASEMENT.

DEDICATION:

THE UNDERSIGNED, BEING THE OWNERS OF THE PROPERTY DESCRIBED ABOVE, HAVE LAID OUT, SUBDIVIDED, AND PLATTED THE

SAME INTO LOTS, TRACTS, EASEMENTS AND STREET RIGHT-OF-WAY AS HEREIN SHOWN UNDER THE NAME AND STYLE OF "SHELTON

STUDIO RANCH FILING NO. 2" AND DOES HEREBY GRANT AND CONVEY TO THE CITY OF GOLDEN STREET RIGHT-OF-WAY; UTILITY

EASEMENTS; TRACT C; DRAINAGE EASEMENTS OVER, UPON, UNDER AND ACROSS SAID LOTS AND TRACTS A & B AT LOCATIONS

SHOWN ON THE ACCOMPANYING PLAT. DEDICATION OF THE DRAINAGE EASEMENTS DOES NOT CREATE AN OBLIGATION ON THE

CITY'S PART TO MAINTAIN THE DETENTION POND.

SIGNED THIS ___________DAY OF ______________, 20_____.

BY: ____________________

AMY BETH HERMAN

BY: ____________________

NATHAN T. HERMAN

STATE OF COLORADO )

) ss

COUNTY OF JEFFERSON )

THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS________DAY OF____________________20 ______,

BY:_________________________________

WITNESS MY HAND AND NOTARIAL SEAL.___________________________

NOTARY PUBLIC

MY COMMISSION EXPIRES: ____________________.

SITE

CITY COUNCIL APPROVAL:

THE FOREGOING PLAT IS APPROVED FOR FILING. THE CONVEYANCE OF STREET RIGHT-OF-WAY, AND ALL OTHER PLACES

DESIGNATED FOR PUBLIC USE SHOWN THEREON, AND THE GRANT OF ALL EASEMENTS ARE ACCEPTED BY THE CITY OF

GOLDEN, COLORADO, THIS ___________ DAY OF ____________________, 20_____, SUBJECT TO THE CONDITION THAT THE CITY

SHALL UNDERTAKE MAINTENANCE OF STREET RIGHT-OF-WAY, AND ALL OTHER PLACES DESIGNATED FOR PUBLIC USE ONLY

AFTER CONSTRUCTION OF ALL REQUIRED IMPROVEMENTS HAS BEEN SATISFACTORILY COMPLETED BY THE SUBDIVIDER AND

ACCEPTED BY THE CITY.

APPROVED BY THE CITY COUNCIL OF THE CITY OF GOLDEN, COLORADO THIS ______ DAY OF ____________________, 20______.

ATTEST:______________________ ________________________________________________

CITY CLERK MAYOR

HOLDER AND DEED OF TRUST CERTIFICATE:

KNOWN BY ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE HOLDER(S) OF DEED OF TRUST OF THOSE

LAND DESCRIBED HEREON, CONSENT TO THE SUBDIVISION OF LAND AS SHOWN HEREON AND THE SUBORDINATION OF DEED

OF TRUST INTEREST TO THE PROPERTY RIGHTS BEING DEDICATED TO THE CITY.

MORTGAGE INFORMATION WITH RECORDING INFORMATION

· BORROWER: NATHAN T HERMAN AND AMY BETH HERMAN, HUSBAND AND WIFE

· LENDER: JPMORGAN CHASE BANK, N.A.

· DATED: AUGUST 21, 2015

· PROPERTY: 850 SHELTON ROAD, GOLDEN CO 80401

· RECORDED: 08/25/2015 AS DOC ID 201509032

· RECORDED IN JEFFERSON COUNTY, STATE OF CO

SIGNATURE BLOCK

SIGNED THIS _____ DAY OF __________________, ___________

JPMORGAN CHASE BANK, N.A.

___________________________________

BY: ________________________________________

IT'S: ________________________________________

NOTARY BLOCK

STATE OF LOUISIANA

PARISH OF OUACHITA

ON ________________, BEFORE ME, APPEARED __________________________, TO ME PERSONALLY KNOWN, WHO DID

SAY THAT HE/SHE IS THE ___________________________ OF JPMORGAN CHASE BANK, N.A. AND THAT THE INSTRUMENT WAS

EXECUTED ON BEHALF OF THE CORPORATION (OR ASSOCIATION), BY AUTHORITY FROM ITS BOARD OF DIRECTORS, AND THAT

SHE/HE ACKNOWLEDGED THE INSTRUMENT TO BE THE FREE ACT AND DEED OF THE CORPORATION (OR ASSOCIATION).

____________________

__________ _________, NOTARY PUBLIC

LA NOTARY ID: __________

LIFETIME COMMISSION

SHEET 1 OF 2

SHELTON STUDIO RANCH FILING NO. 2

CASE No. __________________ RESOLUTION No. __________________

8' UTILITY & SIGNAGE EASEMENTNE 1/4, SE 1/4, SECTION

4, T4S, R70W

SE 1/4, NE 1/4,

SECTION 4, T4S, R70W

SW 1/4, NW 1/4, SECTION

3, T4S, R70W

NW 1/4, SW 1/4, SECTION

3, T4S, R70W

EAST 1/4 CORNER, SECTION 4, T4S, R70W

A FOUND CHISELED "+" ON 1.8' x 1.3' x 0.5'

METAMORPHIC STONE

FOUND #4 REBAR WITH 1" ORANGE

PLASTIC CAP 0.2' ABOVE GRADE

MARKED "LS 23849"

FOUND DRILL HOLE IN CONC. WALK

RESET NAIL WITH 1" BRASS TAG

MARKED "PLS 38211"

FOUND DRILL HOLE IN CONC. WALK

RESET NAIL WITH 1" BRASS TAG

MARKED "PLS 38211"

SET NAIL WITH 1"

BRASS TAG MARKED

"PLS 38211"

S02°58'57"E

637.28'

C1

S

7

2

°

3

2

'4

2

"

W

9

0

.3

6

'

C

2

N

5

7

°

2

3

'

3

4

"

W

S87°0

1'03"W

394.9

1'

N03°12'34"W

681.93'

LOT 116,881 SqFt0.39 Acres

LOT 215,318 SqFt0.35 Acres

LOT 326,615 SqFt0.61 Acres

LOT 566,711 SqFt1.53 Acres

TRACT ADRAINAGE EASEMENT

27,422 SqFt0.63 Acres

LOT 626,095 SqFt0.60 Acres

LOT 720,330 SqFt0.47 Acres

LOT 821,680 SqFt0.50 Acres

LOT 921,188 SqFt0.49 Acres

LOT 1019,047 SqFt0.44 Acres

TRACT BDRAINAGE EASEMENT

41,054 SqF0.94 Acres

LOT 1116,095 SqFt0.37 Acres

LOT 1217,967 SqFt0.41 Acres

LOT 1318,738 SqFt0.43 AcresLOT 4

19,406 SqFt0.45 Acres

124.31'

5

8

.

7

8

'

C

3

0

N

5

7

°

2

3

'

3

4

"

W

5

8

.

6

8

'

N86°2

6'4

8"W

131.4

2'

N

4

6

°

2

2

'

1

5

"

W

1

6

5

.

1

7

'

N

4

6

°

2

2

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1

5

"

W

1

1

9

.

7

1

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S

4

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5

3

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3

2

"

W

1

9

5

.

5

0

'

N

7

5

°

2

5

'1

9

"

E

2

1

0

.3

6

'

C

1

6

S

6

1

°

2

8

'

1

5

"

W

2

6

9

.

5

4

'

147.37'

S01°31'07"E

48.90'

C

2

0

S86°4

7'26"W

176.3

1'

120.28'

C

2

2

N87°0

1'11"E

214.1

8'

S01°31'07"E

48.90'

S88°29'20"W 1

28.04'

S87°0

1'49"W

36.07'

S

8

0

°5

7

'4

9

"W

7

6

.7

6

'

S

6

3

°

5

9

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3

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W

5

5

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6

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4

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W

6

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C

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E

5

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3

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N

6

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°

5

9

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3

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E

3

9

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2

3

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N

8

0

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7

'4

9

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6

0

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8

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S

5

3

°

0

5

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4

9

"

E

4

9

.

4

7

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S84°00'1

7"E

69.5

2'

N

5

5

°

1

9

'

1

0

"

E

7

1

.

6

1

'

204.29'

C

1

9

C

1

8

C

1

7

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2

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2

4

C

2

5

C

1

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W

9

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1

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1

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3

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1

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1

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E

4

5

.

3

9

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N

08°16'37"E

96.34'

C

1

4

2.97'

C13

C12

148.01'

8

4

.2

7

'

246.41'

C29

C28

C

2

7

8

6

.

2

7

'

S

08°29'48"W

215.93'

S

2

4

°

4

5

'4

7

"

W

1

5

5

.

3

9

'

SET #5 REBAR WITH 1 1/4"

YELLOW PLASTIC CAP

MARKED "PLS 38211"

166.88'

123.07'

C

4

N

4

6

°

2

2

'

1

5

"

W

2

5

2

.

7

7

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C

5

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C7

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9

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1

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.

7

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1

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C11

C3

C21

MARSTON TRAIL

(45' ROW)

SHELTON RANCH ROAD

(45' ROW)

SHELTON RANCH ROAD

(38' ROW)

TRACT C1,750 SqFt0.04 Acres

38.0'

8.0' (typ)

15.0'

10.0'

15' UTILITY EASEMENT

25.0'

10' UTILITY EASEMENT

BASIS OF BEARINGS

S02°58'57"E 1306.88'

8' UTILITY & SIGNAGE EASEMENT

10.0'

15.0'

10.0' (typ)

R = 45.0'

FOUND #4 REBAR WITH 1" ORANGE

PLASTIC CAP FLUSH WITH GRADE

MARKED "PISKERS LS 19618"

6

.0

9

'

38.57'

2

8

4

.

8

8

'

POINT OF BEGINNING

15' UTILITY EASEMENT

10' UTILITY EASEMENT

15' UTILITY EASEMENT

15.0'

10.0'

10' UTILITY EASEMENT

15.0'

10' U

TILIT

Y EASEMENT

10.0'

10.0'

10.0'

10.0'

8.0' (typ)

10.0'

10' U

TILI

TY E

ASE

MEN

T

8.0' (typ)

10.0'

8.0'

10.0'

10' U

TILI

TY E

ASE

MEN

T

N88°29'33"E 601.55'

38.00'

198.00'

N88°29'40"E 237.50'

62.48'

89.51'

10.0' (typ)

S

4

6

°

2

2

'

1

5

"

E

2

0

0

.

0

9

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S

4

1

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5

3

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3

2

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W

7

2

.

8

6

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S87°0

1'03"W

191.1

8'

N03°12'34"W

91.09'

N

4

1

°

5

3

'

3

2

"

E

1

4

9

.

5

2

'

30.0'

25.0'

20.0'

30.0'

N86°2

6'4

8"W

79.9

9'

N

1

4

°

0

1

'2

9

"

E

9

3

.0

4

'

N

08°29'48"E

145.83'

S84°00'1

7"E

51.6

4'

S02°58'57"E

131.55'

10.0' (typ)

10.0' (typ)

45.0'

35.0' (typ)

50.0'

50.0'

10.0' (typ)

50.0'

35.0' (typ)

35.0' (typ)

35.0' (typ)

10.0' (typ)

10.0' (typ)

10.0' (typ)

8' UTILITY & EMERGENCYVEHICLE ACCESSTURNAROUNDEASEMENT

S02°59'10"E

152.00'

10' UTILITY & MAINTENANCEACCESS EASEMENT

8' UTILITY & EMERGENCYVEHICLE ACCESS

TURNAROUNDEASEMENT

15' UTILITYEASEMENT

15.0'

20.0' (typ)

20.0' (typ)

20.0' (typ)

10' UTILITYEASEMENT

10' UTILITYEASEMENT

20.0' (typ)

20.0' (typ)

8.0' (typ)

S

08°16'37"W

71.21'

20.0'

20.0'

8' UTILITY& SIGNAGEEASEMENT

10' UTILITY EASEMENT

BUILDINGENVELOPE

BUILDINGENVELOPE

BUILDINGENVELOPE

BUILDINGENVELOPE

BUILDINGENVELOPE

10.0' (typ)

SYMBOL LEGEND LINE-TYPE LEGENDExisting Easement Line

Existing Tract / Lot Line

Monument Chiseled +Monument DiskMonument Plastic Cap

Existing Right of Way Line

Platted Right of Way Line

Platted Tract / Lot Line

Platted Setback Line

Platted Easement Line

SE CORNER OF THE NE 1/4 OF

THE SE 1/4 OF SECTION 4, T4S, R70W

A FOUND #5 REBAR 0.4' ABOVE GRADE

CENTER 1/4 CORNER, SECTION 4, T4S, R70W

A FOUND 3 1/4" BRASS CAP ON 2 1/2" IRON PIPE

LEANING EASTERLY MARKED 2472 - LOCATION

AT THE WESTERLY BASE OF MONUMENT

NORTH LINE OF THE SE 1/4, SECTION 4, T4S, R70W

CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

ARC L.

5.79'

75.34'

96.23'

84.40'

153.39'

22.55'

221.56'

21.84'

127.47'

56.63'

93.15'

90.91'

5.32'

84.40'

19.42'

83.05'

50.92'

22.55'

16.92'

77.94'

39.23'

56.40'

31.08'

21.84'

94.07'

33.39'

45.35'

11.28'

93.15'

75.34'

RADIUS

232.50'

122.50'

390.50'

115.50'

215.50'

25.00'

45.00'

25.00'

177.50'

77.50'

352.50'

390.50'

390.50'

115.50'

215.50'

215.50'

215.50'

25.00'

45.00'

45.00'

45.00'

45.00'

45.00'

25.00'

177.50'

177.50'

77.50'

77.50'

352.50'

122.50'

DELTA

1°25'37"

35°14'22"

14°07'12"

41°51'57"

40°46'56"

51°40'51"

282°06'06"

50°03'26"

41°08'45"

41°51'57"

15°08'28"

13°20'21"

0°46'51"

41°51'57"

5°09'45"

22°04'49"

13°32'22"

51°40'51"

21°32'44"

99°14'01"

49°57'00"

71°48'19"

39°34'02"

50°03'26"

30°22'00"

10°46'45"

33°31'37"

8°20'20"

15°08'28"

35°14'22"

CHORD BEARING

S73°15'30"W

S54°55'31"W

S84°42'11"W

N67°18'14"W

N25°58'47"W

N31°25'44"W

N83°46'53"E

S19°48'13"W

S25°47'52"E

S67°18'14"E

N84°11'33"E

N84°18'46"E

N88°37'38"W

N67°18'14"W

S43°47'23"E

S30°10'05"E

S12°21'30"E

S31°25'44"E

S46°29'48"E

S13°53'34"W

S88°29'04"W

S30°38'16"E

N25°02'55"E

N19°48'13"E

N20°24'30"W

S40°58'53"E

N63°08'04"W

N84°04'03"W

S84°11'33"W

N54°55'31"E

CHORD L.

5.79'

74.16'

95.99'

82.53'

150.17'

21.79'

56.58'

21.15'

124.75'

55.38'

92.88'

90.71'

5.32'

82.53'

19.41'

82.54'

50.81'

21.79'

16.82'

68.56'

38.00'

52.78'

30.46'

21.15'

92.98'

33.34'

44.71'

11.27'

92.88'

74.16'

EUGENE LYNNE2440 S. Chase Ln.

Lakewood, CO 80227

SHELTON STUDIO RANCH FILING NO. 2

A PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4,

TOWNSHIP 4 SOUTH, RANGE 70 WEST OF THE 6TH PRINCIPAL MERIDIAN,

CITY OF GOLDEN, COUNTY OF JEFFERSON, STATE OF COLORADO

FINAL PLAT - SHEET 2 OF 2

SHEET 1 OF 2

SHELTON STUDIO RANCH FILING NO. 2

CASE No. __________________ RESOLUTION No. __________________

BOOK: __________ PAGE: __________

RECEPTION NUMBER: ____________________

DATE OF RECORDING: ____________________