HomeMy WebLinkAbout1.09 Existing Conditions Survey HPSC0608Rebar and Cap
IS No. 19598
Witness Corner Rebar and Cap
Be
N79°18'22"E 14.66'
Point for Corner)
o ---Coater No. 7 of the HE.S 38
¢ \ Stone Monument in Place
� Tie
N 16°10'12" W
b - \ 2054.67'
tio4rat�`'6 \
eSitiyo' \ Aluminum Cap
\ LS No. 15710 Fou
Gti �,Q \ Site Benthma
ti 1"ge Rebar and Cap \ E1= 6065.0
IS No. 13501 in \ /
c
i
/ q 55.29' x
79°1441 E"
_ /
_L N -Field 471.68' \ \\ / +\
_ Rebar and Cap
v
IS No. 36572 set \ ��' +\
_ in Place
I ,2,
160 N
'CP
1 '
I � i
\
i N N
; i
Rebar and Cap
\ LS No. 19598 8° A9" E`.
LS No. 36572 set �
Bea
\\ °22 32 E 531 61 t l2 IJ 6 3 '2
from N 76 �' in Place
Found
N 17020'31 " W
386.34'
Corner No. 3 of the HE.S 38
Aluminum Cap
LS No. 27613 in Place
Rebar and Cap
LS No. 5447
40.0' County Road Right -of -Way
Book 117, Page 478 & 479,
Reception No. 74651 & 74653
Rebar and Cap
LS No. 29030
N 32 °30'51 " W
558.48' ro
\\
Ove \\ \\\x
Appximate
location of
)Ditch
21F
See Detail
1
mer No. 2ofthe H.E.S38 / i
Rebar and Cap
9 No. 36572 set in Place /Elk Creek)
Rebar and Capes
LS No. 36572 set
in Place
I z
Corner No. 1 of the HE.S 38
BLMAluminum Cap
in Place
HI
P -w IN 91 iiiii,111 i
rg b9m iii
Ditch
in Place
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6, 1
/ 170
Gb�
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/ lecIz
It 11 2/4'
/ i Electric
\ f ; 36'% loss nsformer i
i
/ i 1
8"1111(2) )8'i10,
4-1
\\I� 207113
I� 12%8'0/ 6, 4 20 / //
I 1 Concrete & /
I I \Retaining Wali 60'%304
Gravel Drive
SCALE: 1 "=50' DETAIL
/
Tree Legend
I Line of the Homestead fib 20"120'
Entry Survey No. 38 Deciduous Trunk Location
(HE.S. No. 38) Diameter at Breast Height/
Dripline Radius
0v+
Rebar and Cap
IS No. 29030
Rebar and Cap Field 367.55' Rebar and Cap
LS No. 36572 set
in Place N 89 °04'45" W 367.48' LS No. 5447
ryy \
1ryh0 \�
9
e
30
ery
Q69
0
E
Southeast Corner of
Section 35
BLMAluminutn Cap
in Place
S 89058'04" E
\o
\N
-------------------\\
\J
\\� Corner No.8oftheHE.S38
Brass Cap IS No. 15710 in Place
---------------1273.34'-----------------------
S 88°46'55"E- West 1/16 Corner Between Sections 36 & 1
18.53' BLM Aluminum Cap Witness Comer in Place
PROPERTY DESCRIPTION
Fence Line
(2)
d
x
SCALE: 1 "=30'
A TRACT OF LAND SITUATE IN SECTIONS 35 AND 36, TOWNSHIP 4 SOUTH, RANGE 91 WEST OF THE 6TH P. M.,
SAID TRACT BEING A PORTION OF THAT TRACT DESCRIBED IN BOOK 351 AT PAGE 230 IN THE OFFICE OF THE
GARFIELD COUNTY CLERK AND RECORDER AND MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE LINE BETWEEN CORNERS NO. 1 AND NO. 2 OF H. E. S. NO. 38; WHENCE SAID
CORNER NO. 1 BEARS SOUTH 03 030'51 " EAST 367.74 FEET; THENCE NORTH 03 °30'51 " WEST 946.34 FEET TO
CORNER NO. 2; THENCE NORTH 32°30'51" WEST 558.48 FEET TO CORNER NO. 3; THENCE NORTH 17°20'31"
WEST 386.34 FEET, • THENCE NORTH 76°2232" EAST 531.61 FEET ALONG THE SOUTHERLY BOUNDARY OF
THAT TRACT DESCRIBED IN BOOK 862 AT PAGE 503; THENCE SOUTH 54 °34'04" EAST 83.24 FEET ALONG THE
BOUNDARY OF THAT TRACT DESCRIBED IN BOOK 862 AT PAGE 502; THENCE SOUTH 60 035'19" EAST 79.86
FEET; THENCE NORTH 68°5449" EAST 332.34 FEET; THENCE NORTH 59°58'36" WEST 171.86 FEET; THENCE
NORTH 41 °04'41 " WEST 37.30 FEET; THENCE NORTH 28 2553" WEST 56.46 FEET; THENCE NORTH 06 2935"
WEST 72.68 FEET; THENCE NORTH 02°14'15" EAST 95.44 FEET; THENCE NORTH 21 '43'20- WEST 57.32 FEET,'
THENCE DEPARTING SAID BOUNDARY NORTH 24 02225" WEST 307.87 FEET; THENCE NORTH O5°52 28" EAST
177.12 FEET; THENCE NORTH 21 °05'07" EAST 56.29 FEET; THENCE NORTH 79°14'41 " EAST 455.29 FEET TO
THE EASTERLY LINE OF SAID H.E.S. NO. 38, THENCE ALONG SAID EASTERLY LINE SOUTH 16°32 26" EAST
2512.66 FEET TO THE NORTHEAST CORNER OF THAT TRACT DESCRIBED IN BOOK 709 AT PAGE 352; THENCE
ALONG SAID BOUNDARY NORTH 89°04'45" WEST 367.48 FEET; THENCE NORTH 00°5459" EAST 348.48 FEET TO
THE SOUTHEAST CORNER OF THAT TRACT DESCRIBED IN BOOK 996 AT PAGE 366; THENCE ALONG SAID
BOUNDARY NORTH 30 °56'40" EAST 239.33 FEET THENCE NORTH 16°0958" WEST 295.50 FEET; THENCE
NORTH 89 003'20" WEST 110.00 FEET; THENCE SOUTH 20°2235" WEST 519.30 FEET TO A POINT ON THE
BOUNDARY OF SAID TRACT DESCRIBED IN BOOK 996 AT PAGE 366 SAID POINT ALSO BEING THE NORTH
BOUNDARY POINT OF THAT TRACT DESCRIBED IN BOOK 1250 AT PAGE 426; THENCE ALONG SAID BOUNDARY
SOUTH 38 °02'31 " WEST 437.14 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT DESCRIBED IN BOOK 709
AT PAGE 352; THENCE ALONG SAID BOUNDARY SOUTH 12'04'01 " WEST 230.03 FEET; THENCE SOUTH
15°48'10" EAST 184.92 FEET; THENCE SOUTH 65°3846" EAST 129.23 FEET TO THE NORTHWEST CORNER OF
THAT TRACT DESCRIBED IN BOOK 725 AT PAGE 898; THENCE ALONG SAID BOUNDARY SOUTH 14 °5245" WEST
32.17 FEET TO THE CENTERLINE OF THE 30 FOOT ACCESS EASEMENT DESCRIBED IN BOOK 709 AT PAGE 352;
THENCE ALONG SAID CENTERLINE AND EASEMENT DESCRIBED IN BOOK 709 AT PAGE 352; THENCE ALONG
SAID CENTERLINE AND ALONG THE CURVE TO THE LEFT WITH AN ARC LENGTH OF 49.81 FEET, A RADIUS OF
71.41 FEET, A CENTRAL ANGLE OF 39°5752; A CHORD BEARING OF NORTH 69°06'05" WEST, A CHORD
LENGTH OF 48.81 FEET; THENCE NORTH 89°05'01 " WEST 150.00 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH AN ARC LENGTH OF 99.68 FEET, A RADIUS OF 506.90 FEET, A CENTRAL ANGLE OF 11 °16'01 , A CHORD
BEARING OF SOUTH 85016'59" WEST, A CHORD LENGTH OF 99.52 FEET; THENCE SOUTH 790 3859" WEST
279.12 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH THAT PORTION DESCRIBED IN SPECIAL WARRANTY DEEDS RECORDED JULY 25, 2007IN
BOOK 1954 AT PAGES 461-466 AS RECEPTION NO. 729027 AND 729028.
COUNTY OF GARFIELD, STATE OF COLORADO
12'
71T11'VL'C'
1 11 11 .11
LINE TABLE
DFT.
LINE
BEARING
DISTANCE
LI
S54°34'04'E
�i.
11 III
S60035'19'E
SII'
O11
'Illi
N
rn
N41 °04'41 "W
37.30
L5
I
Rebar and Capes
LS No. 36572 set
in Place
I z
Corner No. 1 of the HE.S 38
BLMAluminum Cap
in Place
HI
P -w IN 91 iiiii,111 i
rg b9m iii
Ditch
in Place
rk / \
6, 1
/ 170
Gb�
s �
1 Oso \
/ lecIz
It 11 2/4'
/ i Electric
\ f ; 36'% loss nsformer i
i
/ i 1
8"1111(2) )8'i10,
4-1
\\I� 207113
I� 12%8'0/ 6, 4 20 / //
I 1 Concrete & /
I I \Retaining Wali 60'%304
Gravel Drive
SCALE: 1 "=50' DETAIL
/
Tree Legend
I Line of the Homestead fib 20"120'
Entry Survey No. 38 Deciduous Trunk Location
(HE.S. No. 38) Diameter at Breast Height/
Dripline Radius
0v+
Rebar and Cap
IS No. 29030
Rebar and Cap Field 367.55' Rebar and Cap
LS No. 36572 set
in Place N 89 °04'45" W 367.48' LS No. 5447
ryy \
1ryh0 \�
9
e
30
ery
Q69
0
E
Southeast Corner of
Section 35
BLMAluminutn Cap
in Place
S 89058'04" E
\o
\N
-------------------\\
\J
\\� Corner No.8oftheHE.S38
Brass Cap IS No. 15710 in Place
---------------1273.34'-----------------------
S 88°46'55"E- West 1/16 Corner Between Sections 36 & 1
18.53' BLM Aluminum Cap Witness Comer in Place
PROPERTY DESCRIPTION
Fence Line
(2)
d
x
SCALE: 1 "=30'
A TRACT OF LAND SITUATE IN SECTIONS 35 AND 36, TOWNSHIP 4 SOUTH, RANGE 91 WEST OF THE 6TH P. M.,
SAID TRACT BEING A PORTION OF THAT TRACT DESCRIBED IN BOOK 351 AT PAGE 230 IN THE OFFICE OF THE
GARFIELD COUNTY CLERK AND RECORDER AND MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE LINE BETWEEN CORNERS NO. 1 AND NO. 2 OF H. E. S. NO. 38; WHENCE SAID
CORNER NO. 1 BEARS SOUTH 03 030'51 " EAST 367.74 FEET; THENCE NORTH 03 °30'51 " WEST 946.34 FEET TO
CORNER NO. 2; THENCE NORTH 32°30'51" WEST 558.48 FEET TO CORNER NO. 3; THENCE NORTH 17°20'31"
WEST 386.34 FEET, • THENCE NORTH 76°2232" EAST 531.61 FEET ALONG THE SOUTHERLY BOUNDARY OF
THAT TRACT DESCRIBED IN BOOK 862 AT PAGE 503; THENCE SOUTH 54 °34'04" EAST 83.24 FEET ALONG THE
BOUNDARY OF THAT TRACT DESCRIBED IN BOOK 862 AT PAGE 502; THENCE SOUTH 60 035'19" EAST 79.86
FEET; THENCE NORTH 68°5449" EAST 332.34 FEET; THENCE NORTH 59°58'36" WEST 171.86 FEET; THENCE
NORTH 41 °04'41 " WEST 37.30 FEET; THENCE NORTH 28 2553" WEST 56.46 FEET; THENCE NORTH 06 2935"
WEST 72.68 FEET; THENCE NORTH 02°14'15" EAST 95.44 FEET; THENCE NORTH 21 '43'20- WEST 57.32 FEET,'
THENCE DEPARTING SAID BOUNDARY NORTH 24 02225" WEST 307.87 FEET; THENCE NORTH O5°52 28" EAST
177.12 FEET; THENCE NORTH 21 °05'07" EAST 56.29 FEET; THENCE NORTH 79°14'41 " EAST 455.29 FEET TO
THE EASTERLY LINE OF SAID H.E.S. NO. 38, THENCE ALONG SAID EASTERLY LINE SOUTH 16°32 26" EAST
2512.66 FEET TO THE NORTHEAST CORNER OF THAT TRACT DESCRIBED IN BOOK 709 AT PAGE 352; THENCE
ALONG SAID BOUNDARY NORTH 89°04'45" WEST 367.48 FEET; THENCE NORTH 00°5459" EAST 348.48 FEET TO
THE SOUTHEAST CORNER OF THAT TRACT DESCRIBED IN BOOK 996 AT PAGE 366; THENCE ALONG SAID
BOUNDARY NORTH 30 °56'40" EAST 239.33 FEET THENCE NORTH 16°0958" WEST 295.50 FEET; THENCE
NORTH 89 003'20" WEST 110.00 FEET; THENCE SOUTH 20°2235" WEST 519.30 FEET TO A POINT ON THE
BOUNDARY OF SAID TRACT DESCRIBED IN BOOK 996 AT PAGE 366 SAID POINT ALSO BEING THE NORTH
BOUNDARY POINT OF THAT TRACT DESCRIBED IN BOOK 1250 AT PAGE 426; THENCE ALONG SAID BOUNDARY
SOUTH 38 °02'31 " WEST 437.14 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT DESCRIBED IN BOOK 709
AT PAGE 352; THENCE ALONG SAID BOUNDARY SOUTH 12'04'01 " WEST 230.03 FEET; THENCE SOUTH
15°48'10" EAST 184.92 FEET; THENCE SOUTH 65°3846" EAST 129.23 FEET TO THE NORTHWEST CORNER OF
THAT TRACT DESCRIBED IN BOOK 725 AT PAGE 898; THENCE ALONG SAID BOUNDARY SOUTH 14 °5245" WEST
32.17 FEET TO THE CENTERLINE OF THE 30 FOOT ACCESS EASEMENT DESCRIBED IN BOOK 709 AT PAGE 352;
THENCE ALONG SAID CENTERLINE AND EASEMENT DESCRIBED IN BOOK 709 AT PAGE 352; THENCE ALONG
SAID CENTERLINE AND ALONG THE CURVE TO THE LEFT WITH AN ARC LENGTH OF 49.81 FEET, A RADIUS OF
71.41 FEET, A CENTRAL ANGLE OF 39°5752; A CHORD BEARING OF NORTH 69°06'05" WEST, A CHORD
LENGTH OF 48.81 FEET; THENCE NORTH 89°05'01 " WEST 150.00 FEET; THENCE ALONG A CURVE TO THE LEFT
WITH AN ARC LENGTH OF 99.68 FEET, A RADIUS OF 506.90 FEET, A CENTRAL ANGLE OF 11 °16'01 , A CHORD
BEARING OF SOUTH 85016'59" WEST, A CHORD LENGTH OF 99.52 FEET; THENCE SOUTH 790 3859" WEST
279.12 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH THAT PORTION DESCRIBED IN SPECIAL WARRANTY DEEDS RECORDED JULY 25, 2007IN
BOOK 1954 AT PAGES 461-466 AS RECEPTION NO. 729027 AND 729028.
COUNTY OF GARFIELD, STATE OF COLORADO
12'
71T11'VL'C'
1 11 11 .11
CURVE TABLE
CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
Cl 71.41' 49.81' 25.97' 48.81' N69°06'05"W 39°58'05"
C2 1 506.90' 99.68' 50.00' 1 99.52' S85°1659"W 11°16'01"
1.) DATE OF THE FIELD SURVEY WAS OCTOBER 7, 2015,
2.) THE CONTOUR INTERVAL FOR THE DETAILED AREA IS ONE FOOT.
3.) ELEVATIONS FOR THIS SURVEYARE BASED ON AN ASSUMED ELEVATION OF 6065.06' ON AN ALUMINUM CAP,
LS NO. 15710 AS SHOWN HEREON.
4.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT
REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY
SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR
ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL.
SURVEYOR'S STATEMENT
1, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF
COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE OCTOBER
14, 2015BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING THAT THIS MAP IS A TRUE
REPRESENTATION THEREOF.
mlduet L61kw{u---
MICHAEL J. LANGHORNE, COLORADO REGISTRATION NO. 36572
FOR AND ON BEHALF OF
BOOKCLIFF SURVEY SERVICES, INC.
Z
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FILE:
LINE TABLE
DFT.
LINE
BEARING
DISTANCE
LI
S54°34'04'E
83.24
L2
S60035'19'E
79.86
L3
N59°5836"W
171.86
L4
N41 °04'41 "W
37.30
L5
N28 2553"W
56.46
L6
N06 2935"W
72.68
L7
NO2'14'1 FE
95.44
L8
N21 °43'20"W
57.32
L9
N05°5228'E
177.12
LIO
N21'05'07'E
56.29
L11
N89°03'20"W
110.00
L12
S6503846'E
129.23
L13
S14°5245"W
32.17
L14
N89'05'01 "W,
150.00
CURVE TABLE
CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
Cl 71.41' 49.81' 25.97' 48.81' N69°06'05"W 39°58'05"
C2 1 506.90' 99.68' 50.00' 1 99.52' S85°1659"W 11°16'01"
1.) DATE OF THE FIELD SURVEY WAS OCTOBER 7, 2015,
2.) THE CONTOUR INTERVAL FOR THE DETAILED AREA IS ONE FOOT.
3.) ELEVATIONS FOR THIS SURVEYARE BASED ON AN ASSUMED ELEVATION OF 6065.06' ON AN ALUMINUM CAP,
LS NO. 15710 AS SHOWN HEREON.
4.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT
REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY
SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR
ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL.
SURVEYOR'S STATEMENT
1, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF
COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE OCTOBER
14, 2015BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING THAT THIS MAP IS A TRUE
REPRESENTATION THEREOF.
mlduet L61kw{u---
MICHAEL J. LANGHORNE, COLORADO REGISTRATION NO. 36572
FOR AND ON BEHALF OF
BOOKCLIFF SURVEY SERVICES, INC.
Z
O
H
a
U
N
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0
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0
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fkf
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ls1 00 Q
C•7
FILE:
SITE-EXC
DFT.
TL/SRB
CK.
MJL
DATE:
1/5/16
PROJECT NO.
11060-01
SHEET 1
OF 1