HomeMy WebLinkAboutFoundation Inspection 08.07.20206-t P/OWEL 5 -
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LOT 5
QCKSLVFH CO�RT
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COJ\TY OF GARFIELD STATE CF COLCRADO
N 89`06'35 E
1317.8
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382'9 4
PUBLIC, SERVICE EASEMENT RECEPTION 878174
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Indicates a found 3 is' diameter
4 75.33' SETBACK Tir
44.08
EXISTING
CABIN
FOOTER
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1017.84
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CENTER LINE 230KV OVERHEAR POWER LINE
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GRAPHIC SCALE
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25
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100
200
\ EXISTING SHOP
ISBN WALL
DANIELS
WELL #5
LOT 5
LOT 6
CENTER -SOUTH
r/Ni SECTION 22
WELL #4
PROPOSED
HOUSE
PUMP HOUSE
PROPOSED
HOUSE
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CENTER -SOUTH
// L16 SECTION 22
/
/
1/44\CI TERN
CRAWL SPACE
WOOD STAIRS
/DRAINAGE EASEMENT
/ RECEPTION NO. 785076
/ RECEPTION NO. 785078
EASEMENT RECEPTIION NO. 785078/
T L24/
/ CL 20' PUBLIC LIT1UTY
WEST 116
SECTION 22
SECTION 27
IMPROVEMENT LOCATION CERTIFICATE
QUICKSILVER COURT SUBDIVISION
LOT 5
COUNTY OF' GARFIELD, STATE OF COLORADO
I hereby certify that this Improvement Location Certificate was prepared
for George H. Daniels III (owner) and the County of Garfield,
that it is not a Lend Survey Plat or Improvement Survey Plat, and that it
is not to be relied upon for the establishment of fences, buildings, or
other future improvement lines.
I further certify that the improvements on the above described parcel on
this date August: 7, 2020 except utility connections, are entirely within the
boundaries of the parcel,except as °hewn, that there are no encroachments
upon the described premises by improvements on any adjoining premises
except as indiCated, and that there is no apparent evidence or sign of any
easement creasing or burdening any part rcel, except as noted.
NOTES:
1) Bearings based upon a point monumented by a 3 " aluminum cop
LS 19598 marking the Center -South Corner of Section 22 and a
point monumented by a 3 • aluminum cap LS 19598 marking the
West Comer of Section 22 and Section 27 being S 44134'07• W
1878941.
2) The purpose of the this survey is to show where the proposed houses
fall in relation to the lot lines.
LINE TABLE
LINE
LENGTH
BEARING
L26
90.33
N88'59.2.6"E
L27
20.00
S01•011.3CE
L28
30.00
N88'59126"E
L29
49.42
NO1'01'12"W
CURVE TABLE
CURVE
RADIUS
DELTA
ARC
TANGENT
CHORD
DISTANCE
C1
60.00
21'02'13"
22.03
11.14
N63'35'36'15
21.91
C2
60.00
21'00'42"
22.00
11.13
N8417.03"E
21.88
C3
60.00
38'56'33"
40.78
21.21
S00149.32"E
40.00
C4
60.00
34'25'54"
36.06
18.59
S35'51'42"W
35.52
05
60.00
52'52'08"
55.36
29.83
N58.26.32"W
53.42
C6
50.00
50'28'43"
44.05
23.57
55714'52"E
42.64
C7
230.00
8'31'21"
34.21
17.14
586144'54"E
34.18
PUMP HOUSE
WEST 1-61
SECTION 22
SECTION 27
TIE
LOT 5
AM
RP
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INDICATES
10' UTILITY/
TT
QUICKSILVER COIR
HOA NEU. �3
uTuRE
WELL SITE
LOT 7
CL 25' ACCESS
\ EASEMENT
4
0,1 -ti CENTER -SOUTH
Lc -ft T16 SECTION 22
FUTURE
WELL SITE
DISCONNECT
QUICKSILVER COURT
HOA 11ELL f2
LINE TABLE
LINE
LENGTH
BEARING
LI
44.90
N15•53.23"W
L2
97.82
N00O3'50"E
L3
85.96
NO5•53.58"E
L4
89.82
NO1'41.10"E
L5
125.29
NO0'05.43"E
L6
44.56
NOO*56'51"E
L7
42.80
N1c49102"E
L8
39.22
N 45'00100"E
L9
38.05
N3700.00"W
L10
84.86
N 43128140"W
L11
53.00
N 48125'45"W
L12
36.00
N54•57.32,/
L13
34.00
N59•47133"W
L14
27.13
N72'25'25"W
LEGEND
INDICATES EXISTING WATERLINE
0 INDICATES EXISTING WELL HEAD
INDICATES EXISTING CURS STOP
0 INDICATES 1300
GALLON SEPTIC TANK
INDICATES TELEPHONE AND ELEC`MIC LINES
INDICATES (TRAWL DRIVE
'CU INDICATES EXISTING POWER POLE
LOT 3