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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
'
1
5
"
W
1
1
9
.
7
1
'
S
4
1
°
5
3
'
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
'2
3
"
W
5
5
.
6
7
'
S
4
3
°
3
7
'
4
5
"
W
6
2
.
2
3
'
C
2
6
1
6
.
8
0
'
N
4
3
°
3
7
'
4
5
"
E
5
6
.
3
8
'
N
6
3
°
5
9
'2
3
"
E
3
9
.
2
3
'
N
8
0
°5
7
'4
9
"E
6
0
.4
8
'
S
5
3
°
0
5
'
4
9
"
E
4
9
.
4
7
'
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
C
2
3
C
2
4
C
2
5
C
1
5
3
0
.
7
6
'
S
4
9
°
1
0
'
2
2
"
W
1
7
5
.
2
7
'
1
0
2
.
7
8
'
1
4
9
.
7
0
'
S
4
3
°
3
7
'
4
5
"
W
1
7
4
.
4
5
'
S
1
4
°
0
1
'2
9
"
W
9
4
.7
8
'
1
1
6
.
2
6
'
S
4
2
°
1
9
'
3
4
"
W
9
2
.
0
6
'
N
3
1
°
1
4
'
1
5
"
E
4
5
.
3
9
'
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
'
C
5
C
6
C7
C
8
C
9
S
4
6
°
2
2
'
1
5
"
E
2
5
2
.
7
7
'
C
1
0
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
'
S
4
1
°
5
3
'
3
2
"
W
7
2
.
8
6
'
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: ____________________