HomeMy WebLinkAboutPlans.pdfHyrup Compressor Station Williams Production RMT Co. 09109 SECTION 02821 -FENCES AND GATES PART I -GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. PART 2 -PRODUCTS 2.1
FENCE COMPONENTS A. Fabric: Galvanized steel, 2-inch x 4-inch woven mesh. Fabric to be 7 feet in height. Total fence height offabric and top guat'd to be 8 feet. B. Posts and Rails:
Line Post A. 5" diameter pressure treated wood posts set 10 feet on center maximum spacing. B. Every 3" post a steel t-post will be installed. Steel T-post to meet ASTM A 702. Gate Post-4"
OD SS40 Structural Pipe, 6.56 lbs. per foot or pressure treated wood posts C. Top Guard: 2 strands of barbed-wire top guard to equal 12" in height. Barb wire to be 4 point style, galvanized
and meets ASTM A-121. D. Manual Drive Gates-1-5/8" OD SS40 Structural Pipe, 1.82 Ibs. per foot for frame. Install 2"x4" fabric to match fence fabric. Heavy Duty Commercial Latch. A drop
bar assembly will not be utilized. Gates to be 8 feet in height and will have 2-12 feet wide gates totaling a 24 foot opening. E. Privacy Slats: Not applicable. PART 3 -EXECUTION 3.1
INSTALLATION A. Install fence to comply with ASTM F 567. CHAIN-LINK FENCES AND GATES 02821 -I
Hyrup Compressor Station Williams Production RMT Co. 09109 B. Excavation: Drill post holes 8 inches in diameter and 36 inches in depth, equally spaced, but not more than 10 feet apart.
Terminal Post: Drill post holes 10 inches in diameter and 36 inches in depth. C. Setting Posts: Set posts in holes approximately 4 inches above bottom of excavation. Align posts vertically
and align tops. Pour concrete footings with tops 2 inches below grade. D. Gate Installation: Install as per manufacturer's recommendations. END OF SECTION 02821 CHAIN-LINK FENCES AND
GATES 02821 -2
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SITE FENCE 4 ' I.JAU( GATE ~-------------------------------------4c · -~, l~~'--------------------------------------+----------4----------------------·.37"1 --"2%~·'--------------------------------~
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~'------------------r_-----·.B'--uO·'-----~ IJPX h"' " " ~'. IJFS PIER I [ FABRICATED ASSEMBLY DF=0.40 '," PIER 1 [ PIER 1 [ '," PIPE ANCHOR BLOCK DRG D'JG ISU6-9202 • 7' X 30' .I J
J l lZ ' ~6' 'INSULATE 3 ' PIG BARS, h ' \ .. 3/<4' TO PLANT PRESS~~IE DRAIN Z' PS6 3' VENT n n INSTRUMENT BLDG 6' X 8 ' U~RZ 1'-0' PI~::Ll 4' PS6 2' EQUALIZE~ 6' -PS6~ PS I0 PIG BARS
2' TO PLANT PRESSURE DRAIN }-·3 '-O'-~----------------------------28'-·:,3 '---------------------------~~---------· ,l e2' --uO'-----------~ PLAN VIEW 4' IIALK GATE NOTES L EXISTING
BURIED LINES SHALL BE LOCATED PRIOR TO FENCE INSTALLATION. PROPOSED HETER SITE FENCE REFERENCE DRAWINGS NU~BER DESCRIPTION PGX POI DOl REV I PARACHUTE NGL BOOSTER A~O NAINUIE PUMPS PaclO
WNPP0207 REV 5 CORiOLIS WETER SYsTEI4, PARACHUTE ILANT DRG-FAB04-151 1 & PIPE SUPPORTS AHD CONCRETE PIERS ~ ' -11' NO. DATE a VIA/07 I 5/1&/07 2 6/1 1/07 3 8/03/07 A B/06/09 4' 'JALK
GATE REVISIONS DESCRIPTION ISSUED FOR CLIENT REVIEW REVISED PER CUENT COWMrNTS, ISSUED FOR CUENT REVIEW MOVED BftEAKPOINT or FABRICATED ASSEMBLY, ISSUED FOR BID ADDED ISSUED FOR CONSTRUCTION
STAWP REYISED rABOI SITE PLAN fENCE AND ISSUED FOR CUENT REVIEW AS rASOS. W I¢ '" 19'-0' ... !..i. ... ... -I-" .'".. t;; 45'' :-0' .x. ~ C Q. C ff BY CHK 1IRS 1IRS SIS 1IRS SIS 1IRS
1IRS WRS EXISIlNG ACCESS FR[}l FENCED TANK BATTERY T 1.0""'" RIFFIN & ASSOCIATES, INC. 1414 ELK ST., SUITE 202 ROCK SPRINGS,!NY 82901 (307) 36Ui026 WilliB~tris PGX PIPELINE APPR SITE
& FENCE PLAN AT ~~ PARACHUTE FACILITIES ~G SCALE: 1/.·_1'-0· JOB No,: I ~11 6 DRG-FAB05·15116 SEC33 r6S, R96W, GARFIELD COUNTY, COLORADO I 1 or 1