HomeMy WebLinkAbout5.0 Preliminary PlanCURVE TABLE
CURVE
RADIUS
I
LENGTH
TANGENT
BEARING T DELTA
20.46' N 22'26'33' W 33'59'34'
62.95' S 24'37'06' W 128'06'52`
CHORD
C1
C2
C3
C4
C5
C6
35.00'
20.76' 10.70
35.00'
78.26` 71.94'
50.00' 27.52' 14.12' 27.18' N 32'53'55 W 31'32'27'
50.00' 50.30' 27.51' 48.21' S 3011138" W 57'38'43'
75.00' 108.90' 66.58' 99.58' N 83'16'20" W 8311'25`
40.00' 74.52' 53.80' 64.20' S 11'41'29" W 106'44'15"
LINE CHART
UNE I DIRECTION
DISTANCE
N 0526'46" W 20.11'
L2 N 39'26'20" W 53.74'
L3 N 88'4033 E 97.51`
L4 S 17'07'42' E 29.41'
L5 S 0122`16` W 20.93'
L6 N 41'4138" W 163.76'
L7 S 55'07 57' W 6.67`
• L8 N 65'03'37' E 70.86'
60
GRAPHIC SCALE
30 60 120
240
( IN FEET )
1 inch = 60 ft
GENERAL NOTES
1. DATE OF SURVEY: MAY - JUNE, 1991
2. THIS PLAT IS BASED ON THE SUNNYSIDE SUBDIVISION EXEMPTION PLAT
RECORDED AS RECEPTION /300930 OF THE GARFIELD COUNTY CLERK AND
RECORDER'S OFFICE.
3. THIS PROPERTY IS SUBJECT TO EASEMENTS AND RIGHTS-OF-WAY OF
RECORD AS SHOWN IN THE TITLE COMMITMENT PREPARED BY STEWART
TITLE COMPANY (ORDER NO. 89017181).
4. BASIS OF BEARING IS A BEARING OF S 30'51'25" E BETWEEN
NORTHWEST CORNER BRASS CAP IN PLACE AND COLORADO DIVISION OF
HIGHWAY MARKER AS NOTED.
5. OWNER:
PLANNER:
ENGINEERING/SURVEYING:
6. MINERAL OWNERS OF RECORD:
7. LOT SETBACKS ARE:
LOS ADOBES JOINT VENTURE
14156 HIGHWAY 82
CARBONDALE, COLORADO 81623
LAND DESIGN PARTNERSHIP
918 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
25 FEET FRONT
25 FEET REAR
10 FEET SIDES
8. LAND USE SUMMARY:
EXISTING ZONING: AGRICULTURAL/RESIDENTIAL/RURAL DENSITY
OPEN SPACE IS 4.289 ACRES MORE OR LESS
TOTAL LOTS IS 18.913 ACRES MORE OR LESS
TOTAL DEVELOPMENT IS 23.202 ACRES MORE OR LESS
TOTAL NUMBER OF LOTS PREPARED IS 8
TOTAL NUMBER OF DWELLING UNITS PREPARED IS 8
GROSS DENSITY PREPARED IS 2.90, MORE OR LESS
9. EASEMENT HOLDERS OF RECORD:
ELECTRIC: HOLY CROSS ELECTRIC ASSOCIATION
GLENWOOD SPRINGS, CO
10. PRIOR TO ANY EXCAVATIONS, ALL UTILITY COMPANIES SHALL BE
NOTIFIED FOR A FIELD LOCATION OF THEIR RESPECTIVE UTILITY.
BOARD OF CO-:: TY COMMISSIONERS CERTIFICATE
THIS PLAT APPROVED BY T11G BOARD OF COUNTY COMMISSIONERS OF GARFIELD
COUNTY, COLORADO THIS_ _ DAY OF
A99_ FOR FILING WITIi THE CLERK AND RECORDER OF GARFIELD COUNTY
ND FOR CONVEYANCE TO 1-2 COUNTY OF THE PUBLIC DEDICATIONS SHOWN
HEREON; SUBJECT TO THE F. 3VISION THAT APPROVAL IN NO WAY OBLIGATES
GARFIELD COUNTY FOR FII,.. ICING OR CONSTRUCTING OF IMPROVEMENTS ON
LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT
AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND
FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY
FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS.
BOARD OF COUNTY COMMISSIONERS
BY:
CHAIRMAN
WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
SURVEYOR'S STATEMENT
I, FRANK W. HARRINGTON, DO HEREBY STATE THAT I AM A REGISTERED LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT
THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF LOS ADOBES, AS
LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS
MADE FROM AN ACCURATESURVEYOF SAID PROPERTY BY ME AND UNDER MY
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE
STAKED UPON THE GROUNDS IN COMPLIANCE WITH APPLICABLE REGULATIONS
GOVERNING THE SUBDIVISION OF LAND TO THE BEST OF MY KNOWLEDGE AND
BELIEF.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAY
OF , A.D.; 199
FRANK W. HARRINGTON, L.S. /19598
REGISTERED LAND SURVEYOR
e:%tEAJ �7VI.AND MANA&EMENT
50629 �.GHWA'r 6 t 24
G f:NMOOD SF1t:G. COI.ORAUO 61601
PRELIMINARY PLAT
LOS ADM -3 -1S SUBDIVISION
GOVERNMN NT LOT 5, 6, 9 AND 10, SECTION 27, T.7 S., R.88 W. OF THE 6TH P.M.
COU\TY OF GARFIN;LD, STATN; OF COLORADO
BUREAU OF LAND MANAGEMENT
50628 HIGHWAY 6 4 24
GtfNWOOD SPRING, COLORADO 81601 '
N 88'38'31" E
1040.37'
2EBAR &CAP BEARS
S 13'31'10 W 2.69'
BURf.AU OF '..AND Mh NAQNT
50629 H1C1F4 6 t
0.l,ttWCNJD 5f'RING, COLORAA16O1
BRASS CAP
200.13'
rj
�- BRASS CAP
(E1/4 CORNER SECTION 27
BEARS S 87'47'34- E 3400.85')
LOT 8
127,961 sq. ft.
2.938 acres
201.43'
O
O
O
-175
290,08' REBAR & CAP BEARS /
S 2746'29' W 1.92'
•\
i x..44 to
--- i
?--
` \<, , �.i � /
\ � Va`O/ /
\ I
LOT 7
90,503 sq. ft. \ �'
2.078 acres \
y
S 11'58.43• W
37.00'
0a �_'--
�/ W
N?b11;. o
-c
r
gyp' '- \
</5��
G/ /
(of � \ `
„2.67' �
I Jd
N 90'00'00" E 290.00'
LOT 6
95,700 sq. ft.
2.197 acres
290.00'
\4
O
O
O
M
N 00'00'00" E
362.16'
LOT 5
105,733 sq. ft.
2.427 acres
It
= 8zl0.'1 00' z's9'
R=
/ IT = 14.98'
L = 29.62'
CB= N 6724'47' W
\ C= 29.45'
\ ‘• \
\ \tis 4g O).
\ /6 4>
S 90'00'00" E \300.00
10.68'
PROPOSED CENTERLINE FOR INGRESS,
EGRESS, UTWTY, DRAINAGE, EMERG
ACCESS AND SNOW STORAGE ESMT.
5.49'
LOT 4
87,120 sq. ft.
2.000 acres
I
IW
O
O
O
OjI
Iof
I Z
S07'28'00'W I I
117.06' I
S 90'00'00" E
A= 17717'471\
R = 80.00'' I \
T = 3390.12
L = 247.55'
CB= N 0114'59' W
C= 159.96' ,
491.43'
1
321.91' _
N87'2354"E
OPEN SPACE
186,826 sq. ft.
4.289 acres
-
-T-
-
O
m
M
S 90'00'00" E
�-PROPOSED CENTERLINE FOR INGRESS,
r EGRESS, UTILITY, DRAINAGE, EMERG
ACCESS AND SNOW STORAGE ESMT.
O 303.74'
_Q
O N89'53'53'W
f0
' - - 03'26'37" W
80.75
S 88'05'21" W
RALPH D. AND COMMIE V. HUBBELL
12431 HIGHWAY /82
CARBONDALE, COLORADO 61623
COUNTY SURVEYOR'S CERTIFICATE
304.85' N 87'30'09" W
COLORADO STATE HIGHWAY 82
/ROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS,
CCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 38-51-101 AND
1 (REVISED).
8 DATE
ARFIELD COUNTY SURVEYOR
281.90'
ROBERT H. AND ESTELLE E. PFEI4ER
2000 SWTH OCEAN DR /1601
ET. I.AUDEROALE, RORIOA 13316
ROW MARKER
BASIS OF BEARING
85.72
300.00' /
1
REBAR & CAP BEARS
N 43'2413" W 1.08'
187.99'
LOT 3
94,277 sq. ft.
2.164 acres
A = 6416'18'
R = 120.00'
T = 75.38'
L = 134.61'
CB= N 24'4109' W
C= 127.66'
/ 1y' 16 /
5
1
= 33'28 54
R = 150.00'
T = 45.12'
L = 87.65'
CB= N 70'39'27' E
C= 86.41'
LOT 2
113,038 sq. ft.
2.595 acres
A= 90'52'30•
R = 80.00'
T = 81.23'
L = 126.89'
g7C111144.(571".
44'238
14.00'
7'" W
\ 1
N 0158'37' E
13.89'
N 80
-09
'39" W 202.70,
HIGH COU\TRY NAGI\EERI\G, INC.
CONSULTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
(303) 945,- 8676
1
I
I
d
m I
�
I
la = 06'06'10'
R = 150.00'
T = 10.62'
L = 21.21'
CB = N 11'31'05' E
C = 21.20'
l
U1
S 90'00'00" E
Ll = 46'27100"
R = 150.00'
T = 64.37'
L = 21.61'
CB= N 30'41'30" E
C= 118.30'
(11
W
250.00'
LOT 1
109,510 sq. ft.
2.514 acres
O
O
0
0
S 88'48'12" W
57.94'
PAMELA FlNNEY McPHERSON
12665 HIGHWAY /62
CARBONDALE, COLORADO 816:.'.
S 89'20'00" W 197.39'
RICHPRD 0. AND HDD/ L SPENCER
2661 i1J BOAC
CARBOYDALE, COLORADO 81625
WHEELER L HUBBELL
620 34th EFA/ SUITE tOt
BAKERSFlELJ, CADFORNIA 93301
PLANNING COMMISSION CERTIFICATE
THIS PLAT APPROVED BY THE GARFIELD COUNTY PLANNING COMMISSION THIS
DAY OF , A.D., X99
CHAIRMAN
S 00'00'00" W
CLADYCE E. CLOW
2750 HIGHWAY /62
CARBONDALE, COLORADO 01623
VICINITY MAP
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT LOS ADOBES JOINT VENTURE, BEING
SOLE OWNER IN FEE SIMPLE OF ALL THAT REAL PROPERTY DESCRIBED AS
FOLLOWS:
A PARCEL OF LAND BEING A RESUBDIVISION OF TRACT 1 - 5 OF SUNNYSIDE
SUBDIVISION EXEMPTION PLAT RECORDED AS RECEPTION NO. 300930
GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, SITUATED IN GOVERNMENT
LOTS 5, 6, 9, AND 10 OF SECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST
OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
COLORADO, CONTAINING 23.202 ACRES, MORE OR LESS; HAVE BY THESE
PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SA,E INTO LOTS AS
SHOWN HEREIN AND DESIGNATED THE SAME AS LOS ADOBES SUBDIVISION
EXEMPTION IN THE COUNTY OF GARFIELD, STATE OF COLORADO, AND DOES
FURTHER STATE THAT THIS SUBDIVISION SHALL BE SUBJECT TO THE
PROTECTIVE COVENANTS FILED AND RECORDED FOR THIS SUBDIVISION IN THE
OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AS
DOCUMENT NO.
IN WITNESS WHEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO
SUBSCRIBED THIS DAY OF A.D., 199 .
OWNER:
STATE OF COLORADO )
JOHN Y. ANO xARRIET H. RAM11 ) SS
„748 HItlCOUNTY OF GARFIELD
CAR80NCALE E, /62 COLORADO 6162) )
BY:
LOS ADOBES JOINT VENTURE
NOTARY PUBLIC
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS DAY
OF , A.D., 19 _, BY LOS ADOBES JOINT
VENTURE.
MY COMMISSION EXPIRES:
BARBARA IUNNICDFFE
12694 HIGHWAY /B2
CAR80NDALE, COLORADO 81627
WITNESS MY BAND AND OFFICIAL SEAL
NOTARY PUBLIC
ATTORNEY'S CERTIFICATE
I, AN ATTORNEY LICENSED TO
PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL
DEDICATIONS TO THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE
AND CLEAR OF ANY LIENS, CLAIMS OR ENCUMBRANCES OF RECORD AND
FURTHER THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE
GARFIELD COUNTY SUBDIVISIONS REGULATIONS OF 1984.
BY:
DATE:
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND
RECORDER OF GARFIELD COUNTY AT O'CLOCKr .M., ON THE _ DAY
OF , A.D., 199_, AND IS JULY RECORDED INN BOOK -, PAGE _
RECEPTION NO.
CLERK AND RECORDER
BY: _
DEPUTY
�iratl�c: v�ar4-w.w�
= 17717'47"
R = 80.00'
T = 3390.12'
L = 247.55'
CB=N 0114'59"W
C = 159.96'
SCALE: 1" = 50 HORIZONTAL
1" VERTICAL
6240 .-
6230
6220
6210 _
6200
6190
N 4017,1738
5871.0077
�� _ 1
1+00 N 1847.5883
E 3870.1828
1
HWY 82
INSTALL 55 LF. 15. OMP
100' VC
4
I
I
N89'20'00"E
N 5116.7540
E 6041.3338
N 4964.4573
E 5843.9572
197.39
50
GRAPHIC SCALE
25 50 100
200
( IN FEET )
1 inch = 50 ft
PROPOSED GRADE
I
EXISTING GRADE
-4-
n��D
r�
3+00
EXISTING ELEVATIONS
EVERY 50 F'. (TYPICAL)
r l`
�o
rom
r
i0 ZD
4+00
n11
mm�
�
PROPOSED ELVATIONS
EVERY 50 FT.(TYPICAL)
N N N
6+00 7+00 8+00
STA. 1+00 TO STA, 14+00 DRIVEWAY
NOTE: ALL STATIONING ALONG DRIVEWAY IS CENTERLINE STATIONING
i‘a;5
9+00
10+00
a,n N,^� mc`I orm nY
m � r
11+00
12+00 13+00
6170
6160
1
14+00
6290
6280
6270
6260
6250
6240
6230
6220
6210
6200
6190
6180
N0.
DATE
REVISION
BY
HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(300) 945-8676
PETER GREEN
CARBONDALE, COLORADO
LOS ADOBES
DRIVEWAY PLAN & PROFILE
STA. 1+00 TO STA. 14+00
DES. YTN
CK.
DR. HIP
DATE 8/7/91
FILE N0.
90042.003
SHEET
OF 2.
6350
6340
633'
6320
6310
6300
6290
6280
6270
SCALE: 1" = 50' HORIZONTAL
1" =.10' VERTICAL
r
T.
F
N88'38'31 "E
1040.37'
\\
`�7 \ E 350'08.2581 \
f j�1<</
S 11'58'43" W /—�
37.00' /
N 5754.0884
F/5444.5181
l
/
7 _ _ice /��i — — -�/ /,�
( r
I �' ( •s"° —/// , �� /ice/
1 \
— — —
-- _ i / 'i',i // ice'
� 21'1 2 5
T -X14.98'
B
- N298672-21 4\ 4\
/�j 13111-
4,
\� IL�� r� �����\ l\� 'ems/� // �--i
\\11117:4
2°2
\1\\\I \r"\??
\ `\\ \ ,¢-,1y,\\ \\\ Y^ . \ -\:11)7)
` A L 134.61' rti , _
\ \ \� \ \ \\ \Q I I:3
IC1127.6 /
) / \
CENTERLINE OF/PROPOSyD DRIVEWAY
\\�\\ �\ \A\1/4\,\\\ 4
'�\\\\ ����\��,\\\��\\:\\,1\
,� � X01 ��;71;111!
(ir://41/,////1//////i/////l//1//////
� t%�;�,�,o.e.a5M://111):11/
�/�///����i� /
5709.82,7
g /// //////�� I �//////////�//�1
/ 1� J////�////7/ ///
STA. / , /////////
�4+00 MATCH LINE/
SEE SHEET 7
PROPOSED GRADE
EXISTING GRADE
03,
a) m
N N
14+00
EXISTING ELEVATIONS
NN m S,'
�O (p
15+00
16+00
17+00
PROPOSED ELEVATIONS STA. 14+00 TO STA. 16+62 DRIVEWAY
LNOTE: ALL STATIONING ALONG DRIVEWAY IS CENTERLINE STATIONING
19+00
6350
6340
6330
63^J
6310
6300
6290
6280
6270
N �
N �
2' SHOULDER
z
8'
2%
N 6001.7640
E 6041.3338
50
GRAPHIC SCALE
25 50 100
200
NOTE:
STRIP ALL TOPSOIL UNDER
SCARIFY AND RECOMPACT
STANDARD PROCTOR
NEW CONSTRUCTION,
SUBGRADE TO 95%
( IN FEET )
1 inch = 50 ft
2%
6" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANCARD PROCTOR
TYPICAL DRIVEWAY SECTION
N.T.S.
2' SHOULDER
N
DATE
REVISION
BY
PETER GREEN
CARBONDALE, COLORADO
LOS ADOBES
DRIVEWAY PLAN & PROFILE
HIGH COUNTRY E STA. 14+00 TO STA. 19+62
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(303) 94543676
DES. YTN
CK.
DR. HMS
DATE 8/7/91
FILE N0.
90042.003
SHEET 2
OF 2