HomeMy WebLinkAbout4.0 Sketch PlanMULVIHILL, GENE
TRUSTEE FOR ANDREW
355 MADISON AVE #3
MORRISTOWN, NJ 07930-6910
BAILEY, DAN L. AND DAWN R.
1171 COUNTY RD. 259
RIFLE, CO 81650
S_ 84'20'58
443.78.
- PARCEL-- 5-
336,394. sq.ft±.
7.722--ocrest'
TERRY D. MILTON
1180 COUNTY RD 259
RIFLE, CO 81650
N 88'53'52"
LINE TABLE
LINE
LENGTH
BEARING
L1
70.71'
S 47°44'07' W
L2
70.71'
S 42°15'53' E
L3
72.25'
S 46°29'11' W
L4
93.00'
S 57°11'57" E
L5
66.39'
S 49°58'00" E
L6
33.37'
N 84°05'12" W
L7
39.08'
N 40°55'47' W
L8
202.35'
S 83°42'46" W
L9
150.02'
N 65°12'16' W
L10
14.48'
N 89°21'35' E
L11
190.68'
N 42°10'40" E
L12
31.07'
N 11°36'41' E
L13
12.92'
N 87°23'19' E
L14
12.43'
N 38°24'16' E
L15
139.86'
S 87°53'04" E
L16
31.26'
S 40°19'54' E
D &VE WAY
VICINITY MAP
SCALE: 1"=2000'
LEGAL DESCRIPTION
TRACT NO. 1:
EXISTING -ROAD -�
1 ll�
A TRACT OF LAND SITUATED IN THE NE1 /4SE1 /4 AND THE SE1 /4SE1 /4
OF SECTION 28, THE NW1 /4SW1 /4 AND SW1 /4SW1 /4 OF SECTION 27
AND THE NW1/4NW1/4 OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92
WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO,
SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
(ALL BEARINGS IN THIS DESCRIPTION ARE RELATIVE TO THE WEST LINE
OF THE SW1/4 OF SAID SECTION 27 AS BEARING N 00'12'00" W)
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 27, SAID
SOUTHWEST CORNER BEING A BRASS CAP AND STANDARD MONUMENT P.L.S.
#10732; THEN S 00'05'33" E ALONG THE WEST LINE OF SAID NW1/4NW1/4
OF SAID SECTION 34 A DISTANCE OF 69.92 FEET; THEN DEPARTING SAID
WEST LINE 119.59 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE
RIGHT HAVING A RADIUS OF 66.79 FEET, A CENTRAL ANGLE OF 102'35'11"
AND A CHORD WHICH BEARS N 51'04'22" E 104.24 FEET; THEN S 77'37'58"
20.94 FEET; THEN 107.49 FEET ALONG THE ARC OF A CURVE TO THE LEFT
HAVING A RADIUS OF 800.00 FEET, A CENTRAL ANGLE OF 07'41'54" AND A
CHORD WHICH BEARS S 81'28'55" E 107.41 FEET; THEN S 85'19'52" E
150.72 FEET; THEN N 02'44'07" E 906.33 FEET; THEN N 02'08'39" E
906.62 FEET; THEN N 84'20'59" W 443.78 FEET, THEN S 81'10'08" W
582.74 FEET; THEN S 01'06'08" E 443.92 FEET; THEN S 06'15'25" E
760.77 FEET; THEN 35.11 FEET ALONG THE ARC OF A CURVE TO THE LEFT
HAVING A RADIUS OF 160.00 FEET, A CENTRAL ANGLE OF 12'34'23" AND A
CHORD WHICH BEARS S 12'32'39" E 35.04 FEET; THEN S 18'49'52" E
203.24 FEET; THEN 94.65 FEET ALONG THE ARC OF A CURVE TO THE LEFT
HAVING A RADIUS OF 400.00 FEET, A CENTRAL ANGLE OF 13'33'28" AND A
CHORD WHICH BEARS S 25'36'37" E 94.43 FEET; THEN S 61'22'12" E
236.68 FEET; THEN S 64'02'26" E 187.83 FEET TO THE EAST LINE OF
SAID SEi/4SE1/4; THEN ALONG SAID EAST LINE S 00'12'OO" E 21.00 FEET
TO THE POINT OF BEGINNING.
SAID PARCEL OF LAND CONTAINING 36.435 ACRES MORE OR LESS.
5704
----
47248,
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
DELTA
Cl
66.79'
119.59'
83.35'
S 51'04'22" W
104.24'
102'35'11"
C2
800.00'
107.49'
53.83'
S 81'28'55" E
107.41'
7'41'54"
C3
160.00'
35.11'
17.63'
S 12'3239" E
35.04'
12°34'23"
C4
400.00'
94.65'
47.55'
S 25'36'37" E
94.43'
13'33'28"
C5
60.00'
45.19'
23.73'
S 62'30'29" E
44.13'
43'09'25"
C6
100.00'
96.62'
52.45'
N 68'36'30" W
92.90'
55'21'27"
C7
100.00'
54.25'
27.81'
S 80'44'45" E
53.59'
31'04'58"
C8
45.00'
121.39'
199.39'
S 12'04'40" W
87.79'
154'33'51"
C9
60.00'
49.41'
26.20'
N 65'46'08" E
48.02'
47'10'55"
010
100.00'
53.35'
27.33'
N 26'53'41" E
52.72'
30'33'59"
C11
60.00'
79.35'
46.69'
S 49'30'00" W
73.70'
75'46'38"
C12
100.00'
85.49'
45.56'
N 62'53'48" E
82.91'
48'59'03"
C13
100.00'
93.74'
50.64'
S 65'15'36" W
90.35'
53'42'40"
C14
60.00'
191.48'
2409.01'
S 10'33'50" W
119.96'
182°51'13"
C15
20.00'
28.97'
17.70'
N 39'21'34" W
26.51'
83'00'26"
>-
m
DR. DRD
CK. DRC
DATE 3/30/04
FILE: SKETCH1
REVISION
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DR. DRD
CK. DRC
DATE 3/30/04
FILE: SKETCH1
PARCEL 3
309,261. sq.ftt.
7.099 ocres±
50' OFFSET FROMNWATERS
EDGE, EACH SIDE OF DtTCH
THE FARMER'S IRRIGATION
COMPANY DITCH (FICo)
50.00,
LEGEND
S 87'15'53" E
BOUNDARY LINE
EXISTING GRAVEL ROAD EDGE
EDGE OF WATER
PROPOSED CULVERT
LAND USE SUMMARY
30.00' INGRESS, EGRESS
AND UTILTY ESMT.
BK1026/PG378, EXH "B"
EXISTING ROAD
(1) EXISTING ZONING: ARRD
(2) TOTAL DEVELOPMENT AREA: 36.435 Ac.
(3)
(4) TOTAL NUMBER OF DWELLING UNITS PROPOSED: 5
(5)
(6)
TOTAL NUMBER OF LOTS PROPOSED:
PROPOSED GRAVEL ROAD
'50.00
U
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w
w
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z
cc
Fz
O
0
z
c�
TOTAL AREA OF PROPOSED NON-RESIDENTIAL FLOOR SPACE: 0 SF
TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS
PROPOSED FOR EACH STRUCTURE: 1.6
TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES: N/A
TOTAL PROPOSED DENSITY: 5 UNITS/36.435 Ac.= 0.137 UNITS/Ac
PARCEL
PARCEL
PARCEL
PARCEL
PARCEL
TOTAL
7.680 AC ±
6.869 AC ±
7.099 AC ±
7.065 AC ±
7.722 AC ±
36.435 AC ±
DESIGNER/ENGINEER/SURVEYOR: HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVE.
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
OWNER/APPLICANT: TERRI PATRICK
P.O. BOX 561
RIFLE, COLORADO 81650
(970) 625-2534
s�q.ftt.
cres±
NOTES:
1. EXISTING TOPOGRAPHY IS INTERPOLATED FROM U.S.G.S. QUADRANGLE
MAP OF 40' CONTOUR INTERVALS.
2. EXISTING ROADS, STRUCTURES, AND DRAINAGES ARE FROM THE U.S.G.S.
QUADRANGLE.
3. THE LOTS WILL EACH HAVE ACCESS TO COUNTY ROAD 259 FROM THE EXISTING
ROAD WITHIN THE 30' UTILITY AND ACCESS EASEMENT ESTABLISHED ALONG
PORTIONS OF THE SOUTH AND EAST PROPERTY LINES.
4. THE EXACT LOCATION OF EXISTING UTILITIES IS NOT CURRENTLY AVAIABLE.
IT IS BELIEVED THE ONLY UTILITIES RUN UNDER THE GRAVEL DRIVEWAY FROM
THE 30' UTILITY AND ACCESS EASEMENT TO THE EXISTING HOUSE.
THE UTILITIES WILL BE LOCATED DURING PREPARATIONS FOR SUBMITTING
THE PRELIMINARY PLANS.
THE JAMES EVERETT JEWELL
FAMILY TRUST, DTD 10-23-97
1102 COUNTY RD 259
RIFLE, CO 61650-8708
-CL OF -30,0' INGRESS,
ECRE`S ANOYUTIL,/ ESM -T:
''BK1021 /PG249 ' ,
K999.PG527,,, y
.0"
SECTION LINE
GRAPHIC SCALE
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50 100 200
N 00'12'22
21,01'
N 00'05'33" W
69.92'
77'37'58" W
20.94'
ELSWORTH, DALE GARY
1529 COUNTY ROAD 259
RIFLE, CO 81650
SILT HEIGHTS SUBDIVISION
SKETCH PLAN
A PORTION OF SECTON 27, 28, AND 34,
T. 5 S., R. 92 W., 6TH P.M.
GARFIELD COU\TY, COLORADO
2000023.01
SHEET
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