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OOD PLAIN NOTE
A
CHANGE OF ZONE No. COZ16-
ED IN PA
Based on the U.S. Department of Housing
Hazard Boundary Map, Community Number
entire parcel is located in a special flood
Furthermore, if the property resides in two
each zone by graphically transposing each
T OF THE SOLTHWEST Q
JA
and Urban Development, Federal Insurance Administration Flood
081 23C1 541E effective date: revised 20 January, 201 6, the
hazard (Flood Zone "AE") area according to the map.
or more zones, then the survey clearly displays the limits of
zone line from the map to the survey.
FROM (1-3) INDUSTRIAL TO (C3) COMMERCIAL
R OF SECTOCN 4, TOWNSHIP 5 NORTH, RANGE 65 W
VOCONOTY AND LAND LSE
48.4'
CONCRETE
BUILDING
27.7'
En
37.6'
N
LOT A /
N
4
Eta YELEJ
W W 4
GRAVEL
4633,
4634,
W ,/
Cl
O
WOOD
r SHED
8.0'
Atri
N
576;,
h•
PROPANE TANK /
N
N
NN
ASPHALT
DRIVE \,
GAS- GAS -.
GAS1
TELE- TELE-- TELE
OHE- OHE--
OHE 1 TELE) TELE--
TELE
SW
EAST 8TH STREET
(80'
35,_
NN
N 89°1-451" E 22€ 6
PR9PANE TANK
1
N
/
/
/
GRAVEL
95.7'
/
D=01O52'34"
R=6916.00'
L=226.46'
CH=S 85°27'03" W
(4634'
N-
-co
N
Lro
432
4632'
GRAVEL /
r - �
463
LOT
69,191± sq. ft. 1.588± ACRES 1
50.3'
METAL
BUILDING
50.3'
GRAVEL
80.00'
SOIL CLASSIFICATIONS OVER PARCEL
SW
IS
44.
OF THE 6TH PR
A
'
/
\ 79 7
ca
4632._
tl—
v
—4632' NO
4632' —
ll
'
23.3'
METAL
BLDG.
ON CONC.
WALLS
N
23.3'
11.0'
GRAVEL
0
4631.
31.29'
Ch
N
00
0
4633'
OH
OHE J OHE 1 OHE
OHE
OHE-- OHE
�� SWRJ SWR-- SWRJ SWR--- SWR--- SWRJ SWRJ
ONCI
DA
ED. #4 W. 2" AL. CAP
STAMPED L.S. 38348
21.00' W.C.
0
463j,
—4633'
0
OHE
4/
I
4634'
4634
/
I
L
/
ERODOAN, COUNTY OF WELD, STA
1
MAP SYMBOL
SOIL NAME
SOIL TEXTURE
SHALLOW EXCAVATIONS
LOCAL ROADS &
STREETS
CORROSION OF
CONCRETE
SMALL COMMERCIAL
BUILDINGS
CORROSION OF
STEEL
LAWNS &
LANDSCAPING
3
AQUOLLS &
AQUENTS
GRAVELLY
SUBSTRATUM
MODERATE TO CLAYEY
VERY LIMITED
LOW
VERY LIMITED
HIGH
VERY LIMITED
30'
E OF CCLORAD
60'
SCALE J"-30'
LEGEND
90'
C®
•_
o =
_
0
FOUND _#4 REBAR WITH CAP
STAMPED L.S. 38348
FOUND # REBAR WITH CAP
STAMPED L.S. ILLEGIBLE
ENGINE HEATER POWER SUPPLY
EXISTING LIGHT POLE
DECIDUOUS TREE
DECIDUOUS SHRUB
POWER POLE
/ _
CONTOUR INTERVAL = 0.5'
o=
OHE
OHE
GAS
TELE
SWR
OHE
OHE
GAS
TELE
SWR
r=
r
EXISTING CHAIN LINK FENCE
PROPOSED SILT FENCE
EASEMENT LINE
OVERHEAD UTILITY LINE
GAS LINE
UNDERGROUND COMMUNICATION LINE
SANITARY SEWER LINE
DRAINAGE LINE
FLOW LINE
EXISTING CONTOURS
PROPOSED CONTOURS
LANDSCAPING
CONCRETE
EASEMENT
DRAINAGE AREA
J
DESIGNED BY:
0
m
0
CHECKED BY:
PROJECT NO.
201 5-1 87
w
F-
0
JAN., 2017
REVISIONS
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In
CHANGE OF ZONE No. COZ16-
LOCATED ON
CHANGE OF ZONE NOTES:
ART
LINEAL UNITS STATEMENT LEGEND
All lineal distances are measured
in feet and decimal feet units.
EASEMENT & R.O.W. NOTES:
E SOUTHWEST QUARTER OF SEC
• = FOUND _#4 REBAR WITH CAP
STAMPED L.S. 38348
o = SET #4 REBAR WITH CAP
STAMPED L.S. 37041
FOUND NAIL & BRASS TAG
IN ASPHALT L.S. 38353
THE RECORDED EASEMENTS AND RIGHTS OF WAY INFORMATION SHOWN HEREON ARE AS LISTED IN THE WELD COUNTY ROADVIEWERS REPORTS
AND TITLE COMMITMENT PREPARED BY , DATED of , 20 ; FILE No.
NO OTHER EASEMENT RESEARCH WAS PROVIDED AND NO EASEMENT RESEARCH WAS PERFORMED BY ME IN THE COURSE OF THIS SURVEY.
NOTE: SOME UTILITIES MAY NOT BE PLACED WITHIN THE SHOWN RECORDED EASEMENTS, UTILITY LOCATES ARE RECOMMENDED TO DETERMINE
THE LOCATION OF THE UNDERGROUND UTILITIES.
EASEMENTS LISTED IN TITLE COMMITMENT AND SURVEYORS COMMENT:
Exception No. 11; Easement shown.
Exception No. 15; Easement does not affect subject parcel.
Exception No. 16; Easement not able to be shown properly until Section 5 is completely surveyed and divided according the Map of Union Colony Land.
Exception No. 19; Easement shown.
Exception No. 22; Temporary construction easement, blanket in nature and covers entire parcel.
Exception No. 23; Easement shown.
0ON
TOWNSH0
D
FROM (1-3) INDUSTRIAL TO (C3) COMMERCIAL
5 NO OH, RANGE 65 WEST OF THE 6
(REZON0NG PLAT)
577 EAST 8th STREET
VICINITY MAP
1" = 1000'
N 89°14'51" E 226.86'
H
L81.24'
LOT A
N 00°43'08" E
EAST 8TH STREET
(SO' R.0.w.)
0'
D=01°52'34"
R=6916.00'
L=226.46'
CH=S 85027'03" W
226.45'
30'
LOT 13
69,191i sq. ft. 1.588i ACRES
60'
SCALE 1"-30'
SOIL CLASSIFICATIONS OVER PARCEL
SO 00'
90'
D
S 00°58'09" 4V
R0NCIPA
ER D AN, COUN
MAP SYMBOL
SOIL NAME
SOIL TEXTURE
SHALLOW EXCAVATIONS
LOCAL ROADS &
STREETS
CORROSION OF
CONCRETE
SMALL COMMERCIAL
BUILDINGS
CORROSION OF
STEEL
LAWNS &
LANDSCAPING
3
AQUOLLS &
AQUENTS
GRAVELLY
SUBSTRATUM
MODERATE TO CLAYEY
VERY LIMITED
LOW
VERY LIMITED
HIGH
VERY LIMITED
Y OF WELD, S
PROPERTY DESCRIPTION:
ATE OF COLORADO
Lots B of Recorded Exemption No. 0961 —4 -3 —RE 158 as recorded February 6, 1975 at reception No.
1653603, in the office of the Weld county Clerk and Recorder, and revised by the Corrected Recorded
Exemption No. 0961 —4 -3 —RE 158 as recorded April 24, 1992 at Reception No. 2285527, being a part of
the Southwest Quarter (SW. 1/4) of Section 4, Township 5 North, Range 65 West of the 6th Principal
Meridian, County of Weld State of Colorado.
PROPERTY OWNER(S) APPROVA
We, the undersigned, being the sole owner(s) in fee of the above described parcel of land, do hereby
request the zoning as shown on the attached map.
Hill Industrial, LLC
By:
,( )
State of Colorado)
)ss
County of Weld )
The forgoing instrument was acknowledged before me by: and
this day of , 2017.
My Commission expires: of
PLANNING COMMISSION CERTIFICATION
Notary Public
This is to certify that the Weld County Planning Commission has certified and does hereby recommend to
the Board of County Commissioners, Weld County, Colorado for their confirmation, approval and adoption
of this Zone Change as shown and described thereon this day of , A.D.
2016.
Chair, Weld County Planning Commission
BOARD OF COUNTY COMMISSIONERS CER
IFICATION
This is to certify that the Board of County Commissioners, Weld County, Colorado does hereby confirm
and adopt this Zone Change as shown and described thereon this day of
, A.D. 2017.
Chair, Board of County Commissioners
ATTEST
Weld County Clerk to the Board
By:
Deputy Clerk to the Board
SURVEYOR'S STATEMENT
Dated:
I, Scott L. Ducommun, a registered professional land surveyor in the State of Colorado do hereby certify that
the survey represented by this plat was made under my personal supervision, and that this plat is an
accurate representation thereof. I further certify that the survey and this plat complies with all applicable
rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers
and Professional Land Surveyors, and Weld County.
Scott L. Ducommun L.S. 37041
For and on behalf of Alles Taylor Duke, LLC.
Job No. 2016-151
Date:
NOTICES:
1) All references to books, pages, maps and reception numbers are public documents on file at the Clerk
and Recorders Office of Weld County, State of Colorado unless stated otherwise.
2) BASIS OF BEARINGS: The Bearing of NORTH 00°13'42" EAST between the South Quarter corner of Section
32 (monumented with a 3 1/4" aluminum cap stamped L.S. 28259 on a #6 rebar in a range box) and
the Center —South 1/16 corner of Section 32 (monumented with a 2 1/2" aluminum cap, L.S. 28259 on a
#5 rebar) is assumed.
3) The existing Flood Plain lines and all Flood Related Data was created using a digital copy of the flood
plain maps and digitizing the flood plain lines on the drawing. These lines are an approximation of the
flood plain lines only. The existing Flood Plain Line was prepared using Flood Plain Information Study for
the Cache La Pourder River City of Greeley & Weld County, Colorado dated November, 1999 —updated July, 2003
adopted by Greeley City Council August, 2003, annotated October, 2006, annotated June, 2007, flood data pending
FEMA approval
4) BENCHMARK: The Benchmark designation is No. A 392 per NGS Datum (NAVD 88) located at the
Northwest corner of the extension of 13st Street and the Union Pacific Railroad tracks. The Benchmark is
a stainless steel rod in sleeve and the published elevation of said Benchmark is 4,654.18 feet.
J
DESIGNED BY:
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CHECKED BY:
PROJECT NO.
201 5-1 87
JAN., 2017
REVISIONS
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