HomeMy WebLinkAboutSupplement 1 Land Survey Plat-01-2013RECOVERED & ACCEPTED #5 R
W/ CAP STAMPED " LS 14111"
RECOVERED & ACCEPTED REBAR
W/ RED PLASTIC CAP FOR P.O.L.
RECOVERED & ACCEPTED REBAR
W/ 2" ALUM. CAP STAMPED "CDOH"
Recovered & Accepted 3 q" Brass Cap
stamped:
T7SR88W
1/4
S 28 S27
1973
BLM
(Agrees w/ Monument
Record 13G on file)
o
C
N
LU
N
CO
LU
CO
N-.
0CO
z
BLM
RN N89° 25' 37"E 364.76'
84
257944
STATE HI HWAY 82
(ROW VA IES)
511W 281.45'
Cr)
M
›-
1-1-1 W
GD CC
= Q
LLJ
QCD
I- CCO
CID
L
S75.28, 36,,E 323.18,
RECOVERED & ACCEPTED R
W/ 2" ALUM CAP STAMPED
" CDOH LS 30277"
ECOVERED & ACCEPTED CDOT
1 MONUMENT WITH NO CAP
S84° 0'8' 47" 333.67'
DID NOT FIND OR SET MONUMENTATION
Sr FOR CORNERS FOR THIS SURVEY
°3s
Open Space 4S/1/
Parcel 8
RECOVERED & ACCEPTED
Parcel �iEBAR W/ ORANGE PLASTIC CAP
STAMPED " LS 14111"
Parcel 2
Parcel
COWEN P.U.D.
SUBDIVISION
RN 1)1008
RECOVERED & ACCEPTED PIN W/
YELLOW PLASTIC CAP STAMPED
"SGM LS 15710"
RECOVERED & ACCEPTED
REBAR W/ RED PLASTIC CAP
STAMPED "3' REF PT HCE LS 19598"
Section Corner NUMEROUS UTILITY
3 4' Brass Cap stamped: BOXES WITHIN FENCE
Parcel 4
REC ERED
C P STAMPE
mss° ALUM. CAP S
s,,
T7SR88W
S 28
S27
S 33
S34
1973
BLM
(Calculated position - Did not recover
per Monument Record 13E on file)
* GIANINETTI SUBDIVISION
LOT BOUNDARY
ADJUSTMENT LOTS 20 & 21
111 [3(3130 VISION OF LOTS
15&160F
GIANINETTI SUBDIVISION
RN 803657
33.10
Parcel 5
Land Survey Plat
R.N. 896
RECOVERED & ACCEPTED CDOT
TYPE 2 MONUMENT
0,r 0
09'35"E g150
ACCEPTED CDOT
TYPE 1 MONUMENT WITH CAP STAMPED "CDOT
APPROXIMATE LIMITS OF
100 -YEAR FLOODWAY
ACCEPTED REBAR RED PLASTIC
"HCE 19598" - RECOVERED
PED "LS 31544"-S59°49'E - 0.2'
45.93
ON
RECOVERED & '.' PTED REBAR
W/ YELL LASTIC CAP STAMPED
"H S 16342"
N27° 52' 041'W 181.91'
RECOVERED & ACCEPTED REBAR
W/ YELLOW PLASTIC CAP STAMPED
HCE LS 16342"
N38° 35' 08"E 117.74'
L=162.54, R=460.55
or6N47° 13' 38"W
ngth161.69 FENCE
3'15"
931 L=176.30, R=480.00
Chord N22° 41' 17"W
GP
l5
RECOVERED NAIL AT 15A"
PROPERTY CORNER --
GIANINETTI
SUBDIVISION
RN 411484
15B**
16A""
57.40"W
12.98'
16B*
V
RECOVERED NAIL AT PROPERTY CORNER
RECOVERED & ACCEPTED
REBAR W/ YELLOW PLASTIC CAP
STAMPED "HCE LS 19598" GIANINETTI
Ch Length175.31
=21°02'39"
RECOVERED & ACCEPTED
REBAR W/ YELLOW PLASTIC CAP
STAMPED "HCE LS 19598"
SECOND AMENDED
PLAT OF
ROARING FORK
VILLAGE
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 LEGAL ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
SUBDIVISION
2RN 4114
29
0
N89° 40' 47"E 85.40'
N70° 51' 311E 123.32'
DID NOT FIND OR SET MONUMENTATION
FOR CORNERS FOR THIS SURVEY
S1° 06' 051'W 50.00'
FENCE
OVERHEAD POWER LINE
FENCE
GAZEBO
S77° 44' 52"W 113.40'
28
Land Survey P .t
R.N. 896
CP
CP
iii
RECO
W/ N
27
21
RECOVERED & ACCEPTED
REBAR W/ YELLOW PLASTIC CAP
STAMPED "HCE LS 19598"
22
EDS ACCEPT
W/ RED PLASTIC CAP
"HCE • 98"
EX. DIRT ROAD
APPROXIMATE LIMITS OF
FEAR FLOODPLAIN
Gianinetti
Subdivision
R.N. 411484
a)
23 'a8
1G -
RECOVERED & ACCEPTED
REBAR W/ RED PLASTIC CAP
STAMPED "3' REF PT HCE LS 19598"
26
25
24
F
W
LLI
CC
Evergreen
Cemetery c/)
Evergreen E
Cemetery 5
w
FENCE
FENCE
EXISTING GATE (TYP.)
FENCE
Section 27
LOS ADOBES
SUBDIVISION
N 86°5934" W - 5217.66'
N Line
/ /-SWCor Lot 19
North b7 .2
° RN 798572 X09 Fork River
94FiVTFa 27,4
F9�4-4-004/04p1_46,41/ 6u F 47366,
•?/6Fo9/rR 9
--N73° 04135'1E 127.56' \
APPROXIMATE LIMITS OF
100 -YEAR FLOODPLAIN
FENCE
N
line of Section 34, T. 7 S., R. 88 W.
Gianietti (unplatted)
1175.87'
N83° 44' 41"W 3001.45'
Lease Parcel
435,600 Sq Ft / 10.000 Ac M/L
Point of Beginning
FENCE 5.6' S. OF P/L
S89° 36' 19"E 3001.45'
N 89°3 19"
RECOVERED REBAR &
CAP STAMPED " BU -INC LS 25642"
R.N. 629643
WEGNER TO
XRB LLC
RN 629643
111.7
LrS
M
S 01°01'18" W
FENCE 11.4' S. OF P/L
c=)
L(7
79
RECOVERED & ACCEPTED REBAR
W/ RED PLASTIC CAP STAMPED
643" FOR P.O.L.
FENCE 24' E. OF P/L
OPRtNR FDRcRIVER
PER DEED 0 6 9620
HITE BOUNDARY LINE
ADJUSTMENT
669621
RECOVERED : CEPTED REB
W/ YEL 1 PLASTI I CAP STA
5710"
R
PED
FENCE 13' E. OF P/L
N 87°23'54" IC 5290.16'
RECOVERED & ACCEPTED REAR
W/ YELLOW PLASTIC CAP STA PED
" LS 15710"
N-
CO
C,
°R. N.
:357266
IESLANIK
ENTS,
V
LLC
RN 557266
Recovered & Accepted 3 4" Brass Cap
stamped:
N 01°05'14" E - 2694.76'
(Agrees w/ Monument
Record 17G on file)
66.0' Witness Corner
Recovered & Accepted 2' Iron Pipe
(Cap
Missing):
(Agrees w/ Monument
Record 17E on file)
GRAPHIC SCALE
200 0 100 200 400
( IN FEET
1 inch = 200 ft.
LEGEND
OH off -
>
EXISTING OVERHEAD ELECTRIC
EXISTING DIRT ROAD
EXISTING WATER COURSE
EXISTING FENCE
ADJOINING PROPERTY LINE
PROPERTY LINE
SECTION CORNER
0 FOUND REBAR & CAP W/ DESCRIPTION
0 SET REBAR W/ BU -INC ALUM CAP
J
APPROXIMATE LIMITS OF
100 YEAR FLOODWAY
APPROXIMATE LIMITS OF
100 YEAR FLOODPLAIN
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 27, THE SOUTHEAST ONE-QUARTER OF SECTION
28 AND THE NORTHEAST ONE-QUARTER OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF LOT 25, GIANINETTI SUBDIVISION AS PLATTED UNDER RECEPTION NUMBER
411484 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE NORTHWESTERLY ALONG SAID SUBDIVISION THE
FOLLOWING SIX (6) COURSES:
1) N27°16'39"W, A DISTANCE OF 681.74 FEET
2) N25°22'39"W, A DISTANCE OF 380.30 FEET
3) S77°44'52"W, A DISTANCE OF 113.40 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF EIGHTH STREET
4) N12°09'57"W ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 12.98 FEET TO A POINT OF CURVE
5) ALONG SAID RIGHT-OF-WAY AND THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 21°02'39", A RADIUS OF 480.00
FEET AND A LENGTH OF 176.30 FEET TO A POINT OF TANGENT
6) N33°12'31"W ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 238.90 FEET TO A POINT OF CURVE;
THENCE ALONG SAID RIGHT-OF-WAY AND THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 20°13'15", A RADIUS OF 460.55
FEET AND A LENGTH OF 162.54 FEET TO A POINT OF NON -TANGENT, SAID POINT BEING ON THE EASTERLY LINE OF PARCEL 6,
COWEN P.U.D. SUBDIVISION AS PLATTED UNDER RECEPTION NUMBER 418398 IN THE GARFIELD COUNTY CLERK AND
RECORDER'S OFFICE; THENCE NORTHERLY AND WESTERLY ALONG SAID SUBDIVISION THE FOLLOWING FIVE (5) COURSES:
1) N38°35'08"E, A DISTANCE OF 117.74 FEET
2) N27°52'04"W, A DISTANCE OF 181.91 FEET
3) N45°51'15"W, A DISTANCE OF 332.77 FEET
4) N55°35'45"W, A DISTANCE OF 339.43 FEET
5) N89°54'45"W, A DISTANCE OF 281.45 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF COLORADO HIGHWAY 133;
THENCE N0°32'06"E ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 173.17 FEET TO A POINT ON THE SOUTHERLY LINE OF A
BLM PARCEL AS DESCRIBED UNDER RECEPTION NUMBER 257944
THENCE N89°25'37"E ALONG SAID PARCEL, A DISTANCE OF 365.76 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY OF
COLORADO HIGHWAY 82; THENCE EASTERLY ALONG SAID RIGHT-OF-WAY THE FOLLOWING FOUR (4) COURSES:
1) S75°28'36"E, A DISTANCE OF 323.18 FEET
2) S84°08'47"E, A DISTANCE OF 333.67 FEET
3) N79°09'35"E, A DISTANCE OF 915.48 FEET
4) N70°51'31"E, A DISTANCE OF 123.21 FEET TO A POINT ON THE SOUTHERLY LINE OF A BLM PARCEL AS DESCRIBED UNDER
RECEPTION NUMBER 257944
THENCE S89°40'47"W ALONG SAID PARCEL, A DISTANCE OF 85.40 FEET TO THE WEST LINE OF THAT PARCEL AS DESCRIBED
UNDER RECEPTION NUMBER 796572 IN THE GARFIELD COUNTY CLERK AND RECORDERS'S OFFICE; THENCE SOUTHERLY AND
EASTERLY ALONG SAID PARCEL THE FOLLOWING TWO (2) COURSES:
1) S1°06'05"W, A DISTANCE OF 50.00 FEET
2) N73°04'35"E, A DISTANCE OF 127.56 FEET TO A POINT ON THE NORTH LINE OF THAT PARCEL AS DESCRIBED IN BOOK 926
AT PAGE 921 UNDER RECEPTION NUMBER 472711 IN THE GARFIELD COUNT CLERK AND RECORDERS OFFICE;
THENCE ALONG SAID PARCEL THE FOLLOWING FOUR (4) COURSES:
1) S 66°27'41E ALONG THE CENTERLINE OF THE ROARING FORK RIVER, A DISTANCE OF 473.66 FEET
2) S1°01'20"W, A DISTANCE OF 1501.09 FEET TO A POINT ON THE SOUTH LINE OF SECTION 27
3) S1 °01'20"W, A DISTANCE OF 664.75 FEET TO A POINT ON THE NORTH LINE OF THAT PARCEL AS DESCRIBED UNDER
RECEPTION 629643 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE
4) N89°36'19"W ALONG SAID NORTH LINE, A DISTANCE OF 910.86 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 3,634,606 SQUARE FEET, AND/OR 83.439 ACRES, MORE OR LESS.
BASIS OF BEARINGS
THE WEST LINE OF EIGHTH STREET AS PLATTED BY GIANINETTI SUBDIVISION AND MONUMENTED AT THE SOUTHEAST CORNER
OF LOT 19 BY A REBAR WITH A YELLOW PLASTIC CAP STAMPED "HCE LS 19598" AND AT THE NORTHEAST CORNER OF LOT 23
BY A REBAR WITH A YELLOW PLASTIC CAP STAMPED "HCE LS 19598" WITH THE LINE BETWEEN BEING ASSUMED TO BEAR S 27°
02' 24" E (GIANINETTI SUBDIVISION).
GENERAL NOTES
1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OR
EASEMENTS OF RECORD . A TITLE COMMITMENT WAS NOT PROVIDED BY THE OWNER.
2. THE ADJACENT SUBDIVISION PLATS OF RECORD UTILIZED IN THE PREPARATION OF THIS SURVEY ARE: 1) GIANINETTI
SUBDIVISION RECORDED UNDER R.N. 411484; 2) COWEN PLANNED UNIT DEVELOPMENT SUBDIVISION RECORDED UNDER
R.N. 41839; 3) BOUNDARY LINE ADJUSTMENT MAP OF THE HITE PROPERTY RECORDED UNDER R.N. 669621. RECORDED
LAND SURVEY PLATS OF RECORD UTILIZED IN THE PREPARATION OF THIS SURVEY ARE: 4) RIGHT-OF-WAY PLANS FOR
CDOT PROJECT CO821-091 R.N. 865; 5) IMPROVEMENT SURVEY FOR LOT 26, GIANINETTI SUBDIVISION R.N. 896.
3. ALL REFERENCES TO BOOKS, PAGES, MAPS AND RECEPTION NUMBERS ARE PUBLIC DOCUMENTS ON FILE WITH THE
CLERK AND RECORDER OF GARFIELD COUNTY, STATE OF COLORADO.
4. A PORTION OF THE SUBJECT PROPERTY DOES LIE WITHIN A 100 -YEAR FLOOD PLAIN AS SHOWN ON FIRM (FLOOD
INSURANCE RATE MAP) FOR GARFIELD COUNTY, COLORADO AND INCORPORATED AREAS, PANEL1857 OF1900, MAP
0802051857 B EFFECTIVE DATE: JANUARY 3, 1986 AND THE COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY
PREPARED BY THE ARMY CORP OF ENGINEERS FOR GARFIELD & MESA COUNTIES, COLORADO SHEET RF -12 DATED
DECEMBER 1982. MAPS WERE DIGITIZED AS PUBLISHED AND INCORPORATED GRAPHICALLY INTO SURVEY BASE MAP FOR
REFERENCE PURPOSES ONLY.
5. UNDERGROUND UTILITIES WERE NOT LOCATED BY THIS SURVEY.
6. MONUMENTATION SHOWN WITH NO DESCRIPTION INDICATES A NO. 5 REBAR WITH 1 Y2" ALUMINUM CAP STAMPED "BU -INC LS
25642" SET FOR THIS SURVEY.
SURVEYOR'S CERTIFICATE
I, STEVEN L. SMITH, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, ON THE BASIS OF MY KNOWLEDGE,
INFORMATION AND BELIEF, DO HEREBY CERTIFY TO GIANINETTI FAMILY LTD PARTNERSHIP THAT THIS LAND SURVEY PLAT WAS
PREPARED BY ME AND UNDER MY SUPERVISION FROM A SURVEY MADE BY ME AND UNDER MY SUPERVISION AND THAT BOTH
THE SURVEY AND THE PLAT ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF.
STEVEN L SMITH, REGISTERED LAND SURVEYOR DATE
COLORADO NO. 25642
FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC.
COUNTY CLERK & RECORDER'S CERTIFICATE
DEPOSITED THIS DAY OF , 2013, AT O'CLOCK
M., IN BOOK OF THE COUNTY SURVEYORS LAND SURVEY PLATS/RIGHT-
OF-WAY SURVEYS AT PAGE , RECEPTION NO. . THIS
LAND SURVEY PLAT COMPILES WITH SECTION 38-51-102 COLORADO REVISED STATUTES.
COUNTY DEPUTY CLERK
SW/4 SEC.27, SE/4 SEC. 28, NE/4 34, T. 7 S., R.68 W., 6TH P.M.
(13oCivil Engineering
V, Surveying
-- & Weyoni
co
cr
G
ZdIflC.
923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor
Seal
Client Information:
Gianinetti Family Ltd Partnership
592 Cowen Drive
Carbondale, CO 81623
(970) 963-2275
Gsrfield County, Colorado
Land Survey Plat
83.439 Acres in SW 1 /4 Sec. 27, SE 1/4 Sec. 28 and NW 1/4 Sec. 34, T.7 S., R.88 W. 6th PM
771
Revision
Ca
0
No
PROJECT NO.
•
Sheet
12021
FILE NAME:
12021-V BASE
Designer:
SLS
Drafter:
V N I 1
MM
Date:
01/2013