HomeMy WebLinkAbout20171846.tiffUSRs within 1 mile
USR-1562
ELECTRIOJL PINE
SITE
1/31/2017 10:58:09 AM - P:1926251133-92625-170011CAD\SHEETFILESIUSR DWG - ANDRYAUSKAS, JEREMY
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STATE ANTELOPE SECTION 16 TOWER
FOR: BONANZA CREEK ENERGY OPERATING COMPANY, LLC
06. 1000' 2000'
BEING A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 16, TOWNSHIP 5 NORTH, RANGE 62 WEST OF THE 6TH P.M.,
COUNTY OF WELD, STATE OF COLORADO
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SITE CONSISTS ONLY OF VALENT SAND, 3 TO 9 PERCENT ACCESS TO SITE IS ADDRESSED IN LEASE AGREEMENTS BETWEEN THE LAND OWNERS AND
SLOPES ACCORDING TO THE WELD COUNTY SOIL SURVEY.
SHEET INDEX:
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
BONANZA CREEK ENERGY.
THE RECORDED AGREEMENTS ARE AS FOLLOWS:
• OIL AND GAS LEASE NO. OG: 2143.12 BETWEEN BONANZA CREEK ENERGY OPERATING
COMPANY, LLC AND THE STATE OF COLORADO BOARD OF LAND COMMISSIONERS FOR
SECTION 16, TOWNSHIP 5 NORTH, RANGE 62 WEST OF THE 6TH PM, WELD COUNTY,
COLORADO RECORDED ON AUGUST 16, 2012 AS RECEPTION NUMBER 3866344.
• OIL AND GAS LEASE NO. OG: 2147.12 BETWEEN BONANZA CREEK ENERGY OPERATING
COMPANY, LLC AND THE STATE OF COLORADO BOARD OF LAND COMMISSIONERS FOR
SECTION 26, TOWNSHIP 5 NORTH, RANGE 63 WEST OF THE 6TH PM, WELD COUNTY,
COLORADO RECORDED ON AUGUST 16, 2012 AS RECEPTION NUMBER 3866348.
• MEMORANDUM OF SURFACE USE AGREEMENT BETWEEN BONANZA CREEK ENERGY
OPERATING COMPANY, LLC AND 70 RANCH RECORDED ON FEBRUARY 2, 2012 AS
RECEPTION NUMBER 3822464.
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LEGAL DESCRIPTION:
BEING A PART OF THE NORTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 16, TOWNSHIP 5 NORTH, RANGE 62 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO.
PROPERTY OWNER'S CERTIFICATION:
THE UNDERSIGNED MAJOR PROPERTY OWNERS DO HEREBY AGREE
TO THIS SITE SPECIFIC DEVELOPMENT PLAN AND THE USE BY SPECIAL
REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS
DAY OF , 20
STATE BOARD OF LAND COMMISSIONERS
BY: MATTHEW A. POLLART, NORTH CENTRAL DISTRICT MANAGER
PROPERTY LESSEE'S CERTIFICATION:
THE UNDERSIGNED PROPERTY LESSEES DO HEREBY AGREE TO THIS
SITE SPECIFIC DEVELOPMENT PLAN AND THE USE BY SPECIAL REVIEW
DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS
DAY OF , 20
BONANZA CREEK ENERGY OPERATING COMPANY, LLC
BY: DAVID J. LILLO, V.P. ROCKY MOUNTAIN ASSET MANAGEMENT
PLANNING COMMISSION
CERTIFICATION:
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 THIS SITE SPECIFIC
DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND
DESCRIBED HEREON THIS DAY OF
20
CHAIR, WELD COUNTY PLANNING COMMISSION
BOARD OF COUNTY
COMMISSIONERS CERTIFICATION:
THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS,
WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND
DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS
DAY OF , 20
CHAIR, BOARD OF COUNTY COMMISSIONERS
ATTEST:
WELD COUNTY CLERK TO THE BOARD
BY: DATED:
DEPUTY CLERK TO THE BOARD
TETRA TECH
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Project No.: 133-92625-17001
Designed By: JJA
Drawn By: JJA/CRC
Checked By: PFH
1
Sheet
Copyright: Tetra Tech
Bar Measures 1 inch
1/31/2017 10:56:00 AM - P:1926251133-92625-170011CAD\SHEETFILESIUSR DWG - ANDRYAUSKAS, JEREMY
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0 35' 70' 140'
SCALE: 1"=70'
LEGEND:
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EXISTING CONTOURS (1' INT.)
EXISTING DIRT ROAD
EXISTING GRAVEL ROAD
EXISTING UNDERGROUND DCP MIDSTREAM GAS LINE
EXISTING OVERHEAD UTILITIES
EXISTING FENCE LINE
EXISTING SECTION LINE
EXISTING PROPERTY LINE
PROPOSED STRUCTURE
PROPOSED CHAIN LINK SECURITY FENCE
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10'-0" (MAX)
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TOP AND BOTTOM
REINFORCING WIRE
10" 0
2"0 LINE POSTS
2%3 LINE POSTS
CHAIN LINK SECURITY FENCE
USE BY SPECIAL REVIEW - USRI7-0001
STATE ANTELOPE SECTION 16 TOWER
FOR: BONANZA CREEK ENERGY OPERATING COMPANY, LLC
NORTH QUARTER CORNER
SECTION 16, T.5N., R.62W.
FOUND 1.5" PIPE WITH
3" ALUM. CAP LS 4845
BARB WIRE
SUPPORT ARM
SECTION VIEW
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NOT TO SCALE
NOT TO SCALE
BEING A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 16, TOWNSHIP 5 NORTH, RANGE 62 WEST OF THE 6TH P.M.,
COUNTY OF WELD, STATE OF COLORADO
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OWNER: STATE OF COLORADO
ZONE: AGRICULTURE
N 89°52'16" E 380.00'
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TOWER FALL ZONE
190' RADIUS FROM TOWER
S 88°37'09" W 1248.81'
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OWNER: STATE OF COLORADO
ZONE: AGRICULTURE
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GENERATOR
SOLAR ARRAYS
PROPOSED 8' X 8'
COMMUNICATIONS SHED
TOWER PARCEL
3.315 Acres/144,400 Sq.Ft.
PROPOSED CHAIN
LINK SECURITY FENCE
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PROPOSED 190'
COMMUNICATIONS
TOWER ON CONCRETE BASE
ZONE: AGRICULTURE
S 89°47'59" W 380.00' -PROPOSED 380' X 380'
TOWER LOT
OWNER: STATE OF COLORADO
ZONE: AGRICULTURE
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OWNER: STATE OF COLORADO
ZONE: AGRICULTURE
NORTHEAST CORNER
SECTION 16, T.5N., R.62W.
FOUND 1.5" PIPE WITH
3" ALUM. CAP LS 4845
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USE BY SPECIAL REVIEW
SITE PLAN
Project No.: 133-92625-17001
Designed By: JJA
Drawn By: JJA/CRC
Checked By: PFH
2
Sheet
Copyright: Tetra Tech
Bar Measures 1 inch
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Leg Grade
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Face Width (R) 11
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Weight(Ib) 9894.1
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100 0 ft
160.0 ft
1400 ft
120.06
100.0 It
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200 ft
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DESIGNED APPURTENANCE LOADING
TYPE
(4) RAD W IN 5000 jet AP - 90° sector
4 FT DISH
(4) Intrepid PIMP AP's - 90° sector -
ELEVATION
190
TYPE
ELEVATION
60
4 FT DISH
100
4 FT DISH
40
150
MATERIAL STRENGTH
GRADE
A57250 150 ksi
Fu
65 ksi
GRADE
Fy Fu
TOWER DESIGN NOTES
1. Tower is located in Weld County, Colorado.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 50 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class II.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. Weld together tower sections have flange connections.
9. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
10. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM
A153 Standards.
11. Welds are fabricated with ER -70S-6 electrodes.
12. TOWER RATING: 80.1%
ALL REACTIONS
ARE FACTORED
MAX. CORNER REACTIONS AT BASE:
DOWN: 111760 lb
UPLIFT: -93051 lb
SHEAR: 6720 lb
AXIAL
1936716
MOMENT
360677 lb -ft
TORQUE 297 lb -ft
50 mph WIND - 0.2500 in ICE
AXIAL
137991b
MOMENT
1022643 lb -ft
TORQUE 1475 lb -ft
REACTIONS - 90 mph WIND
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