HomeMy WebLinkAbout3.0 Amended Final PlatNOTES
1. THIS SURVEY IS BASED ON CORNERS FOUND IN PLACE, AND THE TITLE
COMMITMENT PREPARED BY STEWART TITLE OF GLENWOOD SPRINGS, INC.,
AS ORDER NUMBER 01001219—C3, AND DATED APRIL 9, 2003.
2. BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF TRUE NORTH
DETERMINED BY GPS OBSERVATION YIELDING A BEARING OF N 00'29'46" W
BETWEEN THE EAST 1/4 CORNER SECTION 18, 3" BRASS CAP LS 11643 IN
MONUMENT BOX IN THE INTERSECTION OF STONE QUARRY ROAD AND 302 ROAD,
AND THE NORTHEAST CORNER OF SECTION 18, A 3" BRASS CAP LS 11643.
3. DATE OF SURVEY WAS JUNE 17, 2002.
4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS
AND EASEMENTS OF RECORD OR IN PLACE.
5. THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO THE TERMS,
PROVISIONS AND CONDITION OF (I) GARFIELD COUNTY APPROVAL
RESOLUTION NO. CAPTIONED "A RESOLUTION CONCERNED WITH THE
APPROVAL OF A PRELIMINARY PLAN FOR THE VALLEY VIEW VILLAGE SUBDIVISION"
RECORDED IN BOOK AT PAGE AND RECEPTION
NO. AND (II) THE DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS AND EASEMENTS FOR THE VALLEY VIEW VILLAGE SUBDIVISION
RECORDED IN BOOK AT PAGE AND RECEPTION
NO. , AND BOOK AT PAGE AS RECEPTION
NO. , AND THE SUBDIVISION IMPROVEMENTS AGREEMENT RECORDED
AS BOOK AT PAGE AS RECEPTION NO. (HEREINAFTER
"PROTECTIVE COVENANTS").
6. GRADING FOR CONVEYANCE OF STORM WATER AWAY FROM STRUCTURES SHALL OE
THE RESPONSIBILITY OF EACH LOT OWNER. ALL OWNERS SHALL ALLOW FOR
CONVEYANCE OF STORM WATER THROUGH THEIR LOT.
7. ONE DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG
SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY
BOUNDARIES.
8. ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL
EXTERIOR LIGHTING WILL BE DIRECTED INWARD, TOWARDS THE INTERIOR OF
THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR
SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES.
9. NO OPEN HEARTH SOLID—FUEL FIREPLACES WILL BE ALLOWED ANYWHERE
WITHIN THE SUBDIVISION. ONE (1) NEW SOLID—FUEL BURNING STOVE AS
DEFINED BY C.R.S. 25-7-401, ET. SEC., AND THE REGULATIONS PROMULGATED
THERE UNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING
UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS
BURNING STOVES AND APPLIANCES.
10. COLORADO IS A "RIGHT—TO—FARM" STATE PURSUANT TO C.R.S. 35-3-101,
ET. SEQ, LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO
ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD
COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY
ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A
HEALTHY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER
NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON
PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF
MH.NURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL
FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE
OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF A LEGAL AND
NON—NEGLIGENT AGRICULTURAL OPERATIONS.
11. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS
UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE
MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS,
KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN
ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING
PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT
THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND
CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF INFORMATION
IS "A GUIDE TO RURAL LIVING AND SMALL SCALE AGRICULTURE" PUT OUT BY
THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY,
12. IT IS THE INDIVIDUAL LOT OWNER'S RESPONSIBILITY, ACCORDING TO THE
COLORADO NOXIOUS WEED ACT AND GARFIELD COUNTY'S WEED MANAGEMENT
PLAN, TO MANAGE ANY NOXIOUS WEEDS ON HIS OR HER PROPERTY.
13, SUBJECT TO PATENT RESERVATIONS, THE MINERAL RIGHTS TO THIS REAL
PROPERTY ARE NOT SEVERED FROM THE SURFACE, AND ARE NOT UNDER LEASE.
14, MINERAL RIGHTS:
OWNER IS NOT AWARE OF ANY OTHER MINERAL RIGHTS OWNERS REQUIRING
NOTICE PURSUANT TO C.R.S. SECTION 24-65.5-101, ET SEC.
15. THE FLOOD ZONE SHOWN HEREON IS BASED ON FEMA COMMUNITY PANEL NUME3ER
080205 1315 B, EFFECTIVE JANUARY 3, 1986.
16. ANY NEW BUILDINGS SHALL AVOID AREAS OF NATURAL DRAINAGE, NATURAL
DRAINAGE'S SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE,
17. SETBACKS:
CORNER LOTS, THE SIDE YARD SHALL BE 25 FEET WHEN AUTOMOBILE ACCESS
IS TAKEN ACROSS THE SIDE YARD; THE SIDE YARD SHALL BE 15 FEET WHEN
NO AUTOMOBILE ACCESS IS TAKEN ACROSS THE SIDE YARD. FOR OTHER SETBACKS
REFER TO THE SETBACKS THAT ARE RECORDED AS EXHIBIT B, BATTLEMENT MESA
P.U.D. DISTRICT REGULATIONS, IN BOOK 610 AT PAGE 453 THROUGH PAGE 479,
RECORDED IN GARFIELD COUNTY CLERK AND RECORDERS OFFICE.
18. SOILS TESTING WAS DONE AND GEOTECHNICAL REPORT WAS PREPARED BY
HEPWORTH—PAWLAK GEOTECHNICAL, INC. DATED SEPTEMBER 16, 2002,
JOB NO. 102 526.
19. THE RECOMMENDATIONS BY HEPWORTH—PAWLAKSTUDYGEOFORCAL, THE INC.
SUBDIVISION DATED)
OUTLINED IN THE PRELIMINARYGEOTECHNICAL
SEPTEMBER 16, 2002, (JOB NUMBER 102 526) SHALL BE ADHERED. THESE
PRELIMINARY DESIGN RECOMMENDATIONS INCLUDE PROVISIONS FOR FOUNDATIONS,
FLOOR SLABS, UNDER—DRAIN SYSTEM, SITE GRADING, SURFACE DRAINAGE, AND
PAVEMENT SUBGRADE.
20. IN ADDITION TO THE DRAIN SYSTEMS FOR FOUNDATIONS RECOMMENDED BY HP GEOTECH,
DUE TO THE PRESENCE OF SWELLING CLAY SOILS, PERIMETER DRAINS SHOULD BE
INSTALLED AROUND FOUNDATIONS. PERIMETER DRAINS PREVENT EXCESSIVE GROUND
MOISTURE FROM SATURATING THE SOILS AND THUS REDUCE THE POTENTIAL FOR
EXPANSION OR CONSOLIDATION.
21. DUE TO THE POSSIBLE PRESENCE OF RADON GAS IN THE AREA, TESTING FOR RADON
GAS SHALL BE DONEWHEN
TOTHE
THERESIDENCES
OFAND OTHER TIICOATEUPIED OF OCCUPANCY. HAVE
BEEN COMPLETED, PRIOR
22. THIS PLAT DEPICTS BUILDING ENVELOPES FOR MULTIFAMILY BUILDINGS TO BE CONSTRUCTED
WITHIN LOT 46, NO INDIVIDUAL DWELLING UNIT WITHIN ANY MULTIFAMILY BUILDING
SHALL BE CONVEYED INTO SEPARATE OWNERSHIP UNTIL A SEPARATE PLAT DEPICTING
SUCH UNIT, AS WELL AS THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
DEFINING THE RIGHTS ANDRDI DUTICOUNTYASSOCIATED
RE RECORDED NOWNERSHIP
THE OFFICE OFEACH
TME GARFIELD
HASBEEN APPROVED BY GA
COUNTY CLERK AND RECORDER,
23. ALL UTILITY EASEMENTS DEDICATED ON THIS PLAT ARE GRANTED SUBJECT TO THE UTILITY
PPODUTY MAINTENANCE, REPAIR, OR REPLACEMENT PROPERTY DOFDAS PART UTILI IES TOFINSTALLATION
ITS PRIOR CONDITION.
OPERATION, M ,
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
Ur-
i
a
4 IA
FINAL PLAT
A PARCHL OF LAND SITUATH,D I\ SHl/4Nl// S:;CTIO\ 18,
TOWNS -IIP 7 SOUTH, RANGE 95 WH:ST, OF TT -L1; 6M-1 PRI\CIPAL MFRIDIAN
COUNTY OF GARFIFLD, STATE OF COLORADO
SHEET 1 OF 3
LAND USE SUMMARY
DESIGNATION:
MDR = MEDIUM DENSITY RESIDENTIAL
OS = OPEN SPACE
HOA = HOMEOWNERS ASSOCIATION
GC = GARFIELD COUNTY (TRACT HAS BEEN DEDICATED TO GARFIELD COUNTY)
ROW = PUBLIC RIGHT—OF—WAY
LOT NO.
46
TRACT NO.
AB
D
E
ACRES f
4.790
ACRES *
0.648
0.213
1.585
3.063
1.076
TOTAL LOT AREA
TOTAL TRACT AREA
TOTAL OPEN SPACE AREA
FUTURE TRACT/LOT AREA
RIGHT—OF—WAY AREA
TOTAL DEVELOPED AREA
TOTAL AREA
ZONE
MDR
USE
ROW
OS
OS
OS
OS
ADDRESS
**** ROAN CLIFF DRIVE
OWNER
GC
HOA
HOA
HOA
HOA
MAINTAINED BY
GC
HOA
HOA
HOA
HOA
4.790 ACRES±
6.585 ACRES±
5.937 ACRES±
22.698 ACRES±
2.947 ACRES±
13.674 ACRES±
36.372 ACRES±
LAND USE SUMMARY AS PER SECTION 4:50. PARAGRAPH J OF THE
GARFIELD COUNTY SUBDIVISION REGULATIONS
TOTAL NUMBER OF LOTS PROPOSED = 1 THIS PHASE SUBJECT TO RESUBDIVISION INTO 54 UNITS
TOTAL NUMBER OF DWELLING UNITS PROPOSED = 54 UNITS **
TOTAL AREA OF NON—RESIDENTIAL FLOOR SPACE = 0 SF **
TOTAL NUMBER OF INDIVIDUAL DWELLING UNITS PROPOSED FOR EACH STRUCTURE=
MDR = LOT 46, 2 STRUCTURES WITH 2 UNITS EACH = 4 UNITS
2 STRUCTURES WITH 4 UNITS EACH = 8 UNITS
7 STRUCTURES WITH 6 UNITS EACH = 42 UNITS
TOTAL NUMBER OF PROPOSED OFF—STREET PARKING SPACES = 92 TOTAL SPACES FOR LOT46.
TOTAL GROSS PROPOSED DENSITY = 0.258 ACRES PER DWELLING UNIT.
**
EXISTING ZONING = (MDR) MEDIUM DENSITY RESIDENTIAL, (PSR) PUBLIC — SEMIPUBLIC —
AND RECREATION, AND OPEN SPACE BUFFER
PROPOSED ZONING = (MDR) MEDIUM DENSITY RESIDENTIAL, (PSR) PUBLIC — SEMIPUBLIC —
AND RECREATION, AND OPEN SPACE BUFFER
* FUTURE DEVELOPMENT RE—SUBDIVISION REQUIRED
** HAS NOT BEEN DETERMINED FOR LOT 47, WILL BE DETERMINED AT TIME OF
RE—SUBDIVISION OF LOT 47.
ATTORNEYS CERTIFICATE
I, David H. McConaughy, an attorney licensed to practice law in the Stote of Colorado, do hereby certify
that all dedications to the public, as described on this final plat and specifically including Valley View Drive,
Tract A, and public utility easements depicted hereon, are free and clear of any liens, claims or
encumbrances of record except os listed below, and further that the subdivision is in substantial compliance
with the Garfield County Subdivision Regulations of 1984.
Encumbrances of record:
Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be
found to penetrate or intersect the premises hereby granted, and right of way for ditches or canals
constructed by the authority of the United States, as reserved in United States Patent recorded January 15,
1918 in Book 71 at Page 612 as Reception No. 60295,
Easement between Elva and Reuben Nordstrom and Public Service Company of Colorado recorded Moy 25,
1960 in Book 326 at Page 128 os Reception No, 209558.
Right of Way Easement between Edward J. and Ido Lee Hoaglund and Holy Cross Electric Association, Inc.,
recorded September 22, 1980 in Book 556 at Page 412 as Reception No. 307680.
Terms, agreements, provisions, conditions, and obligations of Battlement Mesa Water and Sanitation district
recorded March 23, 1982 in Book 595 at Page 291 as Reception No. 325891.
Terms, agreements, provisions, conditions, and obligations of Notice recorded April 23, 1983 in Book 597 at
Page 883 as Reception No. 327009.
Terms, agreements, provisions, conditions, and obligations of Resolution No. 82-327 recorded December 29,
1982 in Book 615 at Poge 880 as Reception No. 335546.
Terms, agreements, provisions, conditions, and obligations of Resolution No. 82-330 recorded December 29,
1982 in Book 615 at Page 885 as Reception No. 335549.
Date:
HIGH COUNY
(p/,Fvt,/
VICINITY MAP
SCALE: 1" = 2000'
SHEET 3
SURVEYOR'S CERTIFICATE
1, 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 THE VALLEY VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA P.U.D.
AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN
ACCURATE SURVEY OF 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 GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS
GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAY OF , A.D.
2003.
FRANK W. HARRINGTON, L.S. #19598
F\GIS
EFIRING, INC.
CONSULTINENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, STD1
GLENWOOD SPRINGS, CO )i
PH.(970) 945-8676
FX.(970) 945-2555
14 INVERNESS DR. EAST, STE. D136
ENGLEWOOD, CO 80112
PH.(303) 925-0554
FX.(303) 925-0547
DEDICATION
KNOW ALL MEN BY THESE PRESENTS:
• ,u FY
BUIL OI G PLANNING IYh II I�G
THAT THE UNDERSIGNED IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD,
STATE OF COLORADO, AND BEING A PART OF THAT REAL PROPERTY AS SHOWN ON THE ACCOMPANYING
PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 18, A 1 1/2" ALUMINIUM CAP LS #19598
SET IN PLACE, (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 18 BEARS S45'09'57"E A DISTANCE OF
1,878:79 FEET) THE POINT OF BEGINNING; THENCE S89'47'02"E ALONG THE NORTHERLY BOUNDARY OF SAID
SE1/4NE1/4 A DISTANCE OF 1,280.85 FEET TO A POINT THE WESTERLY RIGHT—OF—WAY OF STONE QUARRY ROAD;
cTHENCE LEAVING SAID NORTHERLY BOUNDARY S00'29'S9"E ALONG SAID RIGHT—OF—WAY A DISTANCE OF 1,319.86
FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID SE1/4NE1/4; THENCE LEAVING SAID RIGHT—OF—WAY
N89'59'15"W ALONG SAID SOUTHERLY BOUNDARY A DISTANCE OF 1,279,39 FEET TO THE EAST—CENTER SIXTEENTH
CORNER OF SAID SECTION 18; THENCE LEAVING SAID SOUTHERLY BOUNDARY N00'33'38"W ALONG THE WESTERLY
BOUNDARY OF SAID SE1/4NE1/4 A DISTANCE OF 1,064.48 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY
N88'24'45"E A DISTANCE OF 135.00 FEET; THENCE S84'40'15"E A DISTANCE OF 188.00 FEET; THENCE S52'29'15"E A
DISTANCE OF 92.88 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 201.28 FEET
A CENTRAL ANGLE OF 46'58'00", A DISTANCE OF 164.99 FEET (CHORD BEARS N23'42'38"E 160.41 FEET); THENCE
ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 151.27 FEET A CENTRAL ANGLE OF 46'58'00", A
DISTANCE OF 124.00 FEET (CHORD BEARS N23'42'38"E 120,56 FEET); THENCE N00'13'38"E A DISTANCE OF 30.94
FEET; THENCE N89'46'22"W A DISTANCE OF 511.07 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID
SE1/4NE1/4; THENCE N00'33'38"W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 40.00 FEET TO THE POINT OF
BEGINNING; SAID PARCEL CONTAINING 36.372 ACRES, MORE OR LESS.
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS VALLEY
VIEW VILLAGE SUBDIVISION IN BATTLEMENT MESA P.U.D., A SUBDIVISION OF A PART OF GARFIELD
COUNTY, COLORADO.
TI -1^,T SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN
AND LABELED AS PUBLIC RIGHT—OF—WAY, ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC
FOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY
WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR
THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES,
INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, GAS LINES, TELEPHONE LINES; TOGETHER WITH THE
RIGHT TO TRIM INTERFERING TREES AND BRUSH; WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR
INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE UTILIZED IN
A REASONABLE AND PRUDENT MANNER. ROADS LABELED AS PRIVATE ACCESS, AND EASEMENTS LABELED AS
PRIVATE EASEMENTS ARE HEREBY DEDICATED TO, AND SHALL BE MAINTAINED BY, THE HOME OWNERS
ASSOCIATION.
I'. WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS
DAY OF , A.D., 2003.
BY:
EDWARD J. HOAGLUND, OWNER
TITLE; OWNERS
S . 1 E OF COLORADO
COUNTY OF GARFIELD
)
)SS
BY'
IDA LEE HOAGLUND, OWNER
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
, A.D., 2003, BY EDWARD J. HOAGLUND. 17'23"
DAY OF
M' CCMM'SSION EXPIRES:
W 'JE.S MY HAND AND SEAL
STATE OF COLORADO
)SS
COUNT',' OF GARFIELD
NOTARY PUBLIC
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
, A.D., 2003, BY IDA LEE HOAGLUND.
MY COMMISSION EXPIRES:
WITNESS MY HAND AND SEAL
DAY OF
NOTARY PUBLIC
BOARD OF COUNTY COMMISSIONERS CERTIFICATE
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY,
COLORADO THIS DAY OF , A.D. 2003, FOR FILING
WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE
COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT
APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING 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
OF GARFIELD COUNTY, COLORADO
BY.
CHAIRMAN
WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS
AND DRAFTING PURSUANT TO C.R.S. 1973, 38-51-101 AND 102 (REVISED).
GARFIELD COUNTY SURVEYOR
DATE
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY,
COLORADO, AT O'CLOCK ON THE DAY OF
2003, AND IS DULY RECORDED IN BOOK , PAGE , AS RECEPTION NO.
ATTEST:
BY:
CLERK AND RECORDER
DEPUTY
FPLAT.DWG
w
a
10-22-03
2021056.00
IN BATTLEMENT MESA P.U.D.
VALLEY VIEW VILLAGE SUBDIVISION
LEGEND
n
x
EX -UF
EX -UFO
EX -UE
EX -SS
EX OE
EX -UG
n
EX -UT
EX -UFO ---
EX UE
EX -SS
EX -OE
EX -UG n
eciool 000>
BOUNDARY LINE
SECTION LINE
DITCH FLOW LINE
ADJOINER PARCEL
CENTERLINE OF EXISTING EASEMENT
EXISTING EASEMENT LINE
PROPOSED PHASE LINE
FENCE LINE
UNDERGROUND TELEPHONE
UNDERGROUND FIBER OPTICS
UNDERGROUND ELECTRIC
SANITARY SEWER LINE
OVERHEAD ELECTRIC LINE
UNDERGROUND GAS LINE
GUARD RAIL
ELECTRIC PEDESTAL
CABLE TV PEDESTAL
POWER POLE
STREET LIGHT
STREET SIGN
WATER SPIGOT
SEWER MANHOLE
ELECTRIC MANHOLE
TELEPHONE MANHOLE
GAS PIPELINE MARKER
FIRE HYDRANT
WATER VALVE
TELEPHONE PEDESTAL
NOTES
1. THIS SURVEY IS BASED ON CORNERS FOUND IN PLACE, AND THE TITLE
COMMITMENT PREPARED BY STEWART TITLE OF GLENWOOD SPRINGS, INC.,
AS ORDER NUMBER 01001219, AND DATED SEPTEMBER 19, 2001.
2. BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF TRUE NORTH
DETERMINED BY GPS OBSERVATION YIELDING A BEARING OF N 00'29'46" W
BETWEEN THE EAST 1/4 CORNER SECTION 18, 3" BRASS CAP LS 11643 IN
MONUMENT BOX IN THE INTERSECTION OF STONE QUARRY ROAD AND 302 ROAD,
AND THE NORTHEAST CORNER OF SECTION 18, A 3" BRASS CAP LS 11643.
3. DATE OF SURVEY WAS JUNE 17, 2002.
4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS
AND EASEMENTS OF RECORD OR IN PLACE.
5. UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE FROM UTILITY FLAGGING
BY OTHERS AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
LINE TABLE
LINE
LENGTH
BEARING
L1
28.26'
S 89'47'02" E
L2
1252.59'
S 89'47'02" E
L3
17.54'
S 00°29'59" E
L4
957.38'
S 89'31'29" W
L5
40.00'
N 00'33'38" W
L6
511.07'
N 89'46'22" W
L7
30.94'
N 00'13'38" E
L8
92.88'
S 52°29'15" E
L9
188.00'
S 84'40'15" E
L10
135.00'
N 88°24'45" E
L11
219.95'
N 00°33'38" W
A PARC
HI OF LAID SITLAT
NE 1/16 COR SEC 18
REBAR AND 1 1/2" AC
LS NO. 19598 TO BE SET
POINT OF BEGINNING
TP
POINT OF BEGINNING
ROW TRACT
BOUNDARY AND EXISTING CONDITIONS MAP
1 11
II
�,D IIS S
H:1
4N
�.1
COLNTY OF GARH'I
CONCRETE CURB AND
GUTTER (TYPICAL)
P' WV° WV
�4 S H,CTIO\ 18, T.'75., R.95W, OF TH
D, STATr; OF COLORADO
2407 181-00-004
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
TP
ELECTRIC
TRANSFORMER
CONCRETE PAD
EX -UE
2 WATER SERVICES
4 IRRIGATION VALVES
UE
TP
TP
ELECTRIC
TRANSFORMER
CONCRETE PAD
EX -UE
-1, 6TH P.M.
2407-172-00-001
US West Communications, Inc
MBC -3130 K.D. Cox
6300 S. Syracuse Way, Ste. 700
Englewood, CO 80111-6727
CURVE TA3LE
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
DELTA
C1
1350.00'
297.53'
149.37'
N 84'09'41" W
296.93'
9
C2
151.27'
124.00'
65.72'
N 23'42'38" E
120.56'
46'58'05"
C3
201.27'
164.99'
87.45'
N 23'42'38" E
160.41'
46'58'06"
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
FENCE
POST
CMP BURIED
AND SMASHED
- DIESEL
GAS
TANK /
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
ONE STORY HOUSE
36.7' X 24.7'
STORM GRATE
FENCE
(TYPICAL)
z
O
O
G.I
W
(p1
OD
N
0
a) O
C (0
i I
N 0 M
_> o
o 00�
O O 0
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Z2407-181-00-001
Board Of County Commesioners of Garfield County
109 8th Street, Suite 300
Glenwood Springs, CO 81601
108,026 SO. FT. ± 2.480 ACRES ±
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
m
SHED
13.9' X 8.!
- CELLAR
DILAPIDATED
SHED
9.0' X 8.5'
6" PVC
PIPE
NORTH SIXTEENTH CORNER
SECTIONS 17 AND 18,
STORM GRATE
0
m -}
O ' N
.* m
133 o
a,6•0l
O .- 0 N
1 x (D I
o� 00 0
i o0
0 0-0 1
m OO
C7 " N
0 0
FENCE
DILAPIDATED
10" PVC
PIPE
GUARD
RAIL
2407-181-00-002 I
dword J. Hooglund and Ido Lee Ho,Jund
4064 County Rood 309
Parachute, CO 81635
1,556,132 SQ. FT ± 35.724 ACRE ±
Cr)
CENTERLINE DITCH
(TYPICAL)
0
ci
FENCE
(TYPICAL)
20' WIDE UTILITY
EASEMENT PER
RECEPTION NO. 326621
N 89'59'15" W
E -C 1/16 COR SEC 18
REBAR AND 1 1/2" AC
LS NO. 19598 TO BE SET
2407-083-00-152
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
18" CMP
c
1n
HIG
100
50
2407-184-15-001
Battlement Mesa Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
GR.PHIC SCALE
10C
200
400
J FEET )
1 i. = 100 ft.
COUNTY NGINF1
�'R
I\G,
CONCRETE
HEADWALL
1279,39'
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
INC.
CONSULTING ENGIERS AND SURVEYORS
1517 BLAKE AVENUE, STE. 101
GLENWOOD SPRINGS, CO 81601
PH.(970) 945-8676
FX.(970) 945-2555
14 INVERNESS DR. EAST, STE. D136
ENGLEWOOD, CO 80112
PH. (303) 925-0554
FX.(303) 925-0547
fn
0
a
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CONCRETE CURB AND
GUTTER (TYPICAL)
2407-083-00-152
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
E 1/4 COR SEC 18
3" BRASS CAP LS
NUMBER 11643
VICINITY MAP
SCALE: 1" = 2000'
PROPERTY DESCRIPTION
A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST
OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 18, A 1 1/2" ALUMINIUM CAP LS #19598
SET IN PLACE, (WHENCE THE EAST QUARTER CORNER OF SAID SECTION 18 BEARS 545'09'57"E A DISTANCE OF
1,878.79 FEET) THE POINT OF BEGINNING; THENCE S89'47'02"E ALONG THE NORTHERLY BOUNDARY OF SAID
SE1/4NE1/4 A DISTANCE OF 1,280.85 FEET TO A POINT THE WESTERLY RIGHT-OF-WAY OF STONE QUARRY ROAD;
cTHENCE LEAVING SAID NORTHERLY BOUNDARY S00'29'59"E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1,319.86
FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID SE1/4NE1/4; THENCE LEAVING SAID RIGHT-OF-WAY
N89'59'15"W ALONG SAID SOUTHERLY BOUNDARY A DISTANCE OF 1,279.39 FEET TO THE EAST -CENTER SIXTEENTH
CORNER OF SAID SECTION 18; THENCE LEAVING SAID SOUTHERLY BOUNDARY N00'33'38"W ALONG THE WESTERLY
BOUNDARY OF SAID SE1/4NE1/4 A DISTANCE OF 1,064.48 FEET; THENCE LEAVING SAID WESTERLY BOUNDARY
N88'24'45"E A DISTANCE OF 135.00 FEET; THENCE S84'40'15"E A DISTANCE OF 188.00 FEET; THENCE S52'29'15"E A
DISTANCE OF 92.88 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 201.28 FEET
A CENTRAL ANGLE OF 46'58'00", A DISTANCE OF 164.99 FEET (CHORD BEARS N23'42'38"E 160.41 FEET); THENCE
ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 151.27 FEET A CENTRAL ANGLE OF 46'58'00", A
DISTANCE OF 124.00 FEET (CHORD BEARS N23'42'38"E 120.56 FEET); THENCE N00'13'38"E A DISTANCE OF 30.94
FEET; THENCE N89'46'22"W A DISTANCE OF 511.07 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID
SE1/4NE1/4; THENCE N00'33'38"W ALONG SAID WESTERLY BOUNDARY A DISTANCE OF 40.00 FEET TO THE POINT OF
BEGINNING; SAID PARCEL CONTAINING 36.372 ACRES, MORE OR LESS.
SURVEYOR'S STATEMENT
I, FRANK W. HARRINGTON, DO HEREBY STATE THAT THIS SURVEY WAS
PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR DARTER LLC., AND
GRACE HOMES AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY
BELIEF AND KNOWLEDGE,
BY
FRANK W. HARRINGTON, L.S. NO. 19598
3/PPLAT-SURVEY.DWG
VALLEY VIEW SUBDIVISION/2021056.00 /10-22-03/PAGE
0
0
28.26'
30
M bRECORDED AS REC.
M N N0.
r)
O N 84'50'03" W
73.36'
Zfr547..9551:
82.71'
0
h
64.42'
SCALE: 1" - 20'
NE 1/16 COR SEC 18
REBAR AND 1 1/4" AC
LS #19598 TO BE SET
POINT OF BEGINNING b
POINT OF BEGINNING
FOR TRACT A
A PARC
FINAL PLAT
HI OF LAID SITUA
COL
Ij1
D I\ SE1/4NE1/4 Sh,CTION 18, T.7S., 95W, OF TH
NTY OF GAiFIHLD, SAT OF COLORADO
SHEET 2 OF 3
2407 181-00-304
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
H; 6TH P.M.
TRACT B
(OPEN SPACE)
9,305. SQ. FT. t
0.213 ACRES t
EJ
N 0013'38" W
0
ETJ
NJ -
c0
z
z
z
W
3.
16.05'
64.42'
4 �'•
.02'
S 89'47'02"
513.36'
N 89'46'22" W
511.07'
8
W
zz
acece
cc
cd`
V.
N 88'24'45" E
135.00'
M 0
O,
C A
I
v CO
N Qit) co
K)
I 000
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00 co in 0
oc �
N
m E
v ♦'
m
MATCH
0)
0
0
0
0
0
S 89'25'54" W
137.44'
/;>‹,,„
tkU
a
20' HOLY CROSS
EASEMENT
RECEPTION NO. 307680
S 89'31'29" W
TRACT A
(DEDICATED TO GARFIELD COUNTY
FOR PUBUC RIGHT-OF-WAY)
28,235. SQ. FT. t
0.648 ACRES f
1,252.59'
BATTLEMENT MESA PARKWAY
CENTERUNE 100'
ELECTRIC EASEMENT
REC. NO. 209558
Board Of
TO SHEET 3
S 84'40'15`
E
188.00'
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
TRACT C
(OPEN SPACE)
69,072. SQ. FT. f
1.585 ACRES f
C47
187.88'
2407-181-00-001
County Commesioners of Garfield
109 8th Street, Suite 300
Glenwood Springs, CO 81601
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
30.01'
10' UTIUTY
EASEMENT
S 89'31`t9" W
S 89'25'05" W
F
w
b,
at
(UTT F
RE PHASE)
153,103. SQ. FT. ±
3.514 ACRES ±
164.62'
elown mum aim= 111111111111111111 111•11.01 111111.1111111111111 11111111111111111
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
I LEGEND
J
•
CCIP
30.0'` +' 30.0\-
60.0'
2
CENTERLINE 50' WIDE
GAS UNE EASEMENT
RECORDED AS RECEPTION
NUMBER
cn
cn
rn
20' HOLY CROSS
EASEMENT
RECEPTION NO. 307680
739.23'
704.50'
1280.85'
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
957.38'
ct
15' LANDSCAPE BUFFER EASEMENT .
A LANDSCAPE PLAN FOR EASEMENT
SHALL BE REQUIRED AT THE TIME OF
RESUBDIVISION OF LOT 47.
NOTE:
LOT 47, FUTURE DEVELOPMENT
LOT 47 SHALL BE SUBJECT TO A RESUBDIVISION PRIOR TO
11-1E ISSUANCE OF A BUILDING PERMIT ON LOT 47.
FLOOD PLAIN UNE
SEE NOTE 15
sr
LOT 47
(FUTURE PHASE
COMMERCIAL LOT)
7.993 ACRES *
704.69'
17.54'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
DELTA
35.36'
N 22'08'44" W
L10
25.13'
S 5014'20" W
L11
85.59'
S 27'12'39" W
C3
270.00'
293.15'
162.90'
S 31'41'08" E
278.96'
62'12'26"
144.00'
S 67'08'44" E
L43
60.17'
S 22'51'16" W
L44
95.97'
N 67'08'44" W
L46
95.97'
N 67'08'44" W
L47
80.17'
N 22'51'16" E
L49
60.17'
N 22'51'16" E
L50
134,00'
N 67'08'44" W
L51
60.17'
N 22'51'16" E
L52
90.38'
N 67'08'44" W
L53
7.20'
N 26'59'50" W
L54
80.75'
S 2712'39" W
L55
84.25'
N 67'08'44" W
L56
15.77'
N 22'08'44" W
L66
108.25'
N 27'12'39" E
L68
9.24'
S 50'14'20" W
L69
41.88'
S 27'12'39" W
L72
49.20'
S 26'59'50" E
L73
17.83'
S 67'08'44" E
L74
59.00'
S 27'12'39" W
L75
9.24'
S 50'14'20" W
L80
10.00'
S 59'33'29" E
cit
497.08,
/fry.
46 L
6 UNITS
SE COR LOT 46 -
BEARS S57'30'01"E
665.51'
EASEMENT
SE COR LOT 46
BEARS S69'51'371E
Av. t%\ \s§
/3. 5 K
TRACT D
(OPEN SPACE)
3.063 ACRES *
Ao.0 46 M 47
\94
7'06'23"W
4 UNITS
SE COR LOT 46
BEARS S54'38'59"E
515.35' „,/
448
/ 6 UNITS 446.\
/39 LOT 46
4.790 ACRES * 46 j
SE COR LOT 48
VI4164
401.56'
4111'4141 111‘001,
BUILDING
ENVELOPE
Oat
03.
31‘ lqcS\
1111111111111111111111
BOUNDARY LINE
PROPOSED R.O.W./LOT LINE
EXISTING/PROPOSED EASEMENT
PROPOSED BUILDING ENVELOPE
SHEET MATCH LINE
PHASE LINE
CENTERLINE EASEMENT/R.O.W.
EXISTING FENCE
40' PRIVATE A •ESS, INGRESS,
EGRESS EMERGENC ACCESS,
UTILITY, AND DRAINA EASEMENT
11111111111111111111
50' PRIVATE XS, INGRESS,
46 C L711UTY, AND DRAEASEMENT
6 UNITS EGRESS EI4EICY ACCESS,
SE COR LOT 46 -1
HIGH COL
to6N
Ijo 71E"
FLOOD PLAIN UNE
SEE NOTE 15
moms immimi
ENGIVERRIN GI F\
CONSULTINENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, ST101
GLENWOOD SPRINGS, CO ,01
PH.(970) 945-8676
FX.(970) 945-2555
14 INVERNESS DR. EAST, STE. D136
ENGLEWOOD, CO 80112
PH.(303) 925-0554
FX.(303) 925-0547
SE COR LOT 46
99.20'
cri
co
co
bo
4.
cn
rn
A
2407-172-00-001
US West Communications, Inc
MBC -3130 K.D. Cox
6300 S. Syracuse Way, Ste. 700
Englewood, CO 80111-6727
NORTH SIXTEENTH CORNER
SECTIONS 17 AND 18
CO
0
as 03
co
00 013 1
14 A
LINE TABLE
LINE
LENGTH
BEARING
L7
35.36'
N 22'08'44" W
L10
25.13'
S 5014'20" W
L11
85.59'
S 27'12'39" W
L40
118.29'
N 67'08'44" W
L41
49.01'
N 22'51'16" E
L42
144.00'
S 67'08'44" E
L43
60.17'
S 22'51'16" W
L44
95.97'
N 67'08'44" W
L46
95.97'
N 67'08'44" W
L47
80.17'
N 22'51'16" E
L49
60.17'
N 22'51'16" E
L50
134,00'
N 67'08'44" W
L51
60.17'
N 22'51'16" E
L52
90.38'
N 67'08'44" W
L53
7.20'
N 26'59'50" W
L54
80.75'
S 2712'39" W
L55
84.25'
N 67'08'44" W
L56
15.77'
N 22'08'44" W
L66
108.25'
N 27'12'39" E
L68
9.24'
S 50'14'20" W
L69
41.88'
S 27'12'39" W
L72
49.20'
S 26'59'50" E
L73
17.83'
S 67'08'44" E
L74
59.00'
S 27'12'39" W
L75
9.24'
S 50'14'20" W
L80
10.00'
S 59'33'29" E
CH TO SHEET 3
man isom mon pi
GRAPHIC SCALE
1 inch = 50 ft.
FPLAT.DWG
10-22-03
2021056.00
a.
IN BATTLEMENT MESA
VALLEY VIEW VILLAGE SUBDIVISION
O
i o
C CO
O co
N Q(0
M
I - 000
ccOOO
I
X
00 co co 0
N�0M
0 • c
N N
4 m
0 4j
✓ v
CD m
CO 0
<w
0 it CO
w <Y
Uzo,
Nz
W ®
S 89'25'54" W
11
FINAL PLAT
r 11
cto
137.44'
MATCH TO SHEET 2
N8925'54"E
0
0)
• 120.17'
�
CENTERUNE 20'
�lT1UTY EASEMENT
REC. NO. 326621
C47
A PARC
H'L
S 89'25'05" W
OF AND SITLAT
( RE PHASE)
153,103. SQ. FT. f
3.514 ACRES t
IMM11111 111•01111
8,
N89'25'54"E
160.00'
TRACT G
FUTURE PHASE)
152,187. SQ. FT. f
3.493 ACRES ±
164.62'
89'25'54"
35.04'
%l
so
m
S89'58'21 "E
mai
mob
r�r
N 22'08'16* W
19.53'
117.30'
0
�,D IN 5 4N-1,1/4 SECTION 18, T.7S., R95W, OF TH
COUNTY OF GARFIHID, STAT, OF COLORADO
SHEET 3 OF 3
UNITS
,o.a '.e w - ,
� �rxCOs"765.25'se°e%i°
'S/'E
]VB'tl'St' 10' UiiUTY r'
EASEMENT
X0.0' 2 46 M 3
SE COR LOT 46
w BEARS 569"51'37"E
7.49'
:7'06'23"
UT1L ESMT.
O
55.]4'
• 4.76'
4
•
CO
N
Go
C58
269.86'
2407-083-00-152`
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
FLOOD PLAIN UNE
SEE NOTE 15
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER 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 CERTIFICATION SHOWN HEREON.
LEGEND
c??
•
/
°s9a. w
/• 46L
SE COR LOT 46
BEARS S57'30'01 "E
665.51'
a
46 K 4 UNITS
SE COR LOT 46
BEARS S5438159"E
515.35'
44.8
40' PRIVATE c7V ACcCESS, INGRESS,
EGRESS EMER C(ACCESS,
UTIUTY, AND DRAINAZ EASEMENT
11■111111111111 MUM
TRACT D
(OPEN SPACE)
133,465. SQ. FT. f
3.063 ACRES ±
Nero
/ 6 UNITS 41i\
/ LOT 46
208,652. SQ. FT. f
/ 4.790 ACRES ±
SE COR LOT 46
BEARS S51'01'250E
401.56'
444
\k. AI&
46 J
�/
v /
6 UNITS 50' PRIVATE ACCESS, INGRESS,
4.6 C l411..17Y, AND D IASEMENT
EGRESS EI GENCY ACCESS,
q/
SE COR LOT 46
BEARS S73'52'16"E
CtS
°� 628.35'
co
tql
BUILDING
ENVELOPE
(TYPICAL)
/ 46 D 8 UNITS
SE COR LOT 46 43EARS S76'48'50"E
498.37'
43
4) k
:n•
•
6:1,a4/0
.;:r Y )9h
Z`
LOT 46
208,652. SQ. FT. ±
4.790 ACRES ±
0
50' WIDE GAS
EASEMENT
40' PRIVATE ACCESS, INGRE,,b�S`
EGRESS EMERGENCY ACCE S, SE COR LOT 46
UT1UTY, AND DRAINAGE E�IENT BEARS S74'45'31 "E
251.36'
4
N
BUILDING
ENVELOPE
(TYPICAL)
Al e;p
114:›S‘
.cep, M'
46 1 �� \
MIMI NMI
SE COR LOT 46
BEARS 540'27'33"E
248.28'
46 F
6 UNITS
B
6 UNITS 46 E
/
\ 18 0
TRACT E
(OPEN SPACE)
46,887. SQ. FT. ±
1.076 ACRES f
N 89'58'21" W
.
\�8
SE COR LOT 46
BEARS 581 47'30" E
370.92'
024
470.00'
10' UTIUTY
EASEMENT
5'�
/
' P VATE ACCESS, INGRESS,
EGR SS EMERGENCY ACCESS,
UTILITY, Af4D DRAINAGE EASEMENT
I SE COR LOT 46
I BEARS S83'40'10'E
126.19'
1; 6TH P.M.
4 UNITS
v
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
DELTA
C3
270.00'
293.15'
162.90'
S 31'41'08" E
278.96'
62'12'26"
C4
270.00'
130.57'
66.59'
S 76'38'34" E
129.30'
27'42'25"
C18
300.00'
180.11'
92.86'
N 17'46'53" W
177.42'
34'23'56"
C19
240.00'
260.57'
144.80'
S 31'41'08" E
247.96'
62'12'26"
C20
300.00'
95.55'
48.18'
S 53'39'55" E
95.14'
18'14'53"
C21
245.00'
50.31'
25.25'
S 56'07'20" W
50.23'
11'46'00"
C22
320.00'
83.46'
41.97'
N 5519'02" W
83.23'
14'56'39"
C23
240.00'
116.06'
59.19'
S 76'38'34" E
114.93'
27'42'25"
C24
300.00'
145.07'
73.98'
S 76'38'34" E
143.66'
27'42'25"
C30
100.00'
22.85'
11.48'
S 06'03'02" W
22.80'
13'05'36"
C47
60.00'
88.85'
54.83'
N 75'51'56" W
80.95'
84'50'54"
C53
225.00'
44.15'
22.15'
N 55'51'39" E
44.08'
11'14'38"
C58
175.00'
0.58'
0.29'
N 22'02'34" W
0.58'
0'11'25"
C60
240.00'
164.11'
85.41'
S 20'10'17" E
160.93'
3910'45"
C61
240.00'
96.46'
48.89'
S 51'16'31" E
95.81'
23'01'42"
C62
100.00'
40.19'
20.37'
N 38'43'29" E
39.92'
23'01'42"
C71
225.00'
70.41'
35.49'
S 53'49'30" E
70.12'
17'55'43"
C72
120.00'
48.23'
24.45'
N 38'43'29" E
47.91'
23'01'42"
C73
225.00'
114.57'
58.56'
S 20'04'25" E
113.34'
2910'31"
C74
80.00'
32.15'
16.30'
N 38'43'29" E
31.94'
23'01'42"
7
FLOOD PLAIN UNE
SEE NOTE 15
S 90.00'00" E
99.20'
MATCH TOET2
N 43'41'2rW
\<:102
L32
46 G
6 UNITS
40.0'
BOUNDARY LINE
PROPOSED R.O,W./LOT LINE
EXISTING/PROPOSED EASEMENT
PROPOSED BUILDING ENVELOPE
SHEET MATCH LINE
PHASE LINE
CENTERLINE EASEMENT/R.O.W.
EXISTING FENCE
HIGI�
TRCT H
(FUTTE PHASE)
335,3. SQ. FT. ±
7.69/ ACRES f
883.62'
COJNTRY F\GI\EF
I\G,
INC.
CONSISTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENU, STE. 101
GLENWOOD SPRII-C CO 81601
PH. (970) 9,5.8676
FX.(970) 9!52555
14 INVERNESS DR. EAST, STE. D136
ENGLEWOOD, CO 80112
PH.(303) 925-0554
FX.(303) 925-0547
c
1.34
127.54'
S 89'30'14" W
-
5.00'
102.54'
Al
CENTERUNE 50' WIDE -
GAS UNE EASEMENT
RECORDED AS RECEPTION
NUMBER
40
4,
14444
6:S
46 H
BUILDING
ENVELOPE
(TYPICAL)
2 UNITS
SE COR LOT 46 -•\
m
BEARS S45'29'52"E
1.30 21.21'
105.30'
79
4)
4/
1.78
1279.39'
2407-184-15-001
Battlement Mesa Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
8
0
co
So 287.84'
q
8E COR LOT 4a
TIE TO SE COR
BUILDING ENVELOPES
m
1V
55.00'
135.30'
REBAR AND CAP
LS NUMBER 19598
TO BE SET (TYPICAL)
i
0
c
D
oga]
LINE TABLE
LINE
LENGTH
BEARING
L2
57.39'
S 00'29'46" E
L5
10.32'
S 5014'20" W
L6
15.94'
N 62'47'21" W
L7
35.36'
N 22'08'44" W
L8
28.28'
S 67'51'16" W
L9
28.28'
N 22'08'44" W
L10
25.13'
S 5014'20" W
L11
85.59'
S 27'12'39" W
L12
139.68'
S 00'29'46" E
L13
187.22'
N 27'12'39" E
L28
76.56'
N 67'08'44" W
L29
58.47'
N 00'29'59" W
L30
70.29'
S 89'30'14" W
L31
88.82'
S 00'29'46" E
L32
92.81'
S 89'30'14" W
L33
103.06'
S 00'29'46" E
L34
h
92.81'
S 89'30'14" W
L35
103.06'
S 00'29'46" E
L36
95.97'
N 67'08'44" W
L37
94.81'
N 22'51'16" E
L38
95.97'
S 67'08'44" E
L39
94.81'
S 22'51'16" W
L40
118.29'
N 67'08'44" W
L41
49.01'
N 22'51'16" E
L42
144.00'
S 67'08'44" E
L43
60.17'
S 22'51'16" W
L44
95.97'
N 67'08'44" W
L45
80.17'
S 22'51'16" W
L46
95.97'
N 67'08'44" W
L47
80.17'
N 22'51'16" E
L48
134.00'
N 67'08'44" W
L49
60.17'
N 22'51'16" E
L50
134.00'
N 67'08'44" W
L51
60.17'
N 22'51'16" E
L52
90.38'
N 67'08'44" W
L53
7.20'
N 26'59'50" W
L54
80.75'
S 27'12'39" W
L55
84.25'
N 67'08'44" W
L56
15.77'
N 22'08'44" W
L57
74.23'
N 27'12'39" E
L58
92.81'
N 62'47'21" W
L59
103.53'
N 27'12'39" E
L60
92.81'
N 62'47'21" W
L61
103.53'
N 27'12'39" E
L62
103.53'
N 27'12'39" E
L63
92.81'
N 62'47'21" W
L64
103.53'
S 27'12'39" W
L65
92.81'
N 62'47'21" W
L66
108.25'
N 2712'39" E
L67
36.72'
S 62'47'21" E
L68
9.24'
S 50'14'20" W
L69
41.88'
S 27'12'39" W
L70
92.81'
N 62'47'21" W
L71
60.82'
N 63'00'10" E
L72
49.20'
S 26'59'50" E
L73
17.83'
S 67'08'44" E
L74
59.00'
S 27'12'39" W
L75
9.24'
S 50'14'20" W
L76
37.80'
N 32'32'01" W
L77
12.50'
N 39'45'40" W
L78
37.83'
S 81'54'33" W
L79
12.50'
S 89'30'14" W
13
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50
i
E 1/4 COR SEC 18
3" BRASS CAP LS
NUMBER 11643
2407-083-00-152
Battlement Mesa Realty Partners
P.O. Box 6000
Battlement Mesa, CO 81636-6000
GRAPHIC SCALE
0 25 50 100
W
O
d
M
O
N
N
I
0
0
U)
O
O
(!)
0
CD
W
CD
-J
J
-J
200 >
( IN FEET )
1 inch = 50 ft.
LI -11