Highmast Pole Lighting, Acacia Mall, Uganda DWG Block for AutoCAD

Highmast Pole Lighting, Acacia Mall, Uganda DWG Block for AutoCAD

Highmast Sheet Standard Light

Drawing labels, details, and other text information extracted from the CAD file:

unregistered version, base detail, sheet, wyoming department of transportation, high mast lighting, standard details, wyoming, state, project no., no., sheet, sheets, total, note no., see, expanding foam, foam sealer, top of expanding, drain pipe, dia. pvc, seal weld, welded connection, at pole base, base plate, no. for tightening, top nut note, tightening top, wrench tight before, leveling nuts must be, leveling nut, drawn by:, chkd by:, pdh, date:, section, diameter, base, diameter, top, pole data, section, diameter, base, diameter, top, thickness, wall, minimum, thickness, wall, minimum, three section pole, four section pole, tube dimensions for three section, note:, ring, with wide, ring plate, thick, section, base dia, top dia, tube dimensions for four section, length, section, length, section, base dia, top dia, sheet no., concrete pad, sheet no., concrete pad, pole section, bottom, base of, pole section, bottom, base of, jrb, sheet no., service portal, sheet no., service portal, plate, base, section, dia. bolt circle, components, steel, designation, astm, min yield, section, sections, base plate, anchor bolts, hardened washers, material data, misc steel, reinforcement, service portal, pole section, maximum, backing ring, base plate od, weld, full pen., approved alternate, note no., thread, hardened washers, nuts and standard, bolts with heavy hex, dia. anchor, pe stamp, room for, enough, leave, ring, backing, anchor bolt, hole for, drill dia., revisions, drawings., shown in section and this information is shown on shop, ensure service portal is centered between anchor bolts as, is flat and smooth for anchor bolt nuts and washers., mill the surface around each bolt hole to ensure the base plate, bolt hole to edge of plate is for the base plate., circular base plate. ensure minimum distance from centerline, an base plate may be substituted for diameter, the state bridge engineer before shipment of bolts., at degrees f. provide anchor bolt’s certified test reports to, requirement grade for charpy impact requirements, ensure anchor bolts conform to astm supplementary, entire front width of the leveling nuts visible after its placement., foam sealer by accessing the service portal opening. leave the, to provide seal against blown place ring of expanding, tightening the top nuts., wrench tighten all leveling nuts against the base plate before, requirements in the special provision for mast, tighten anchor bolt top nuts in accordance with the, for positioning anchor bolts., ensure the pole fabricator supplies steel construction, additional requirements for pole and anchor bolts., see the special provision for mast for, not less than and is specified on the shop drawings., for ensure the corner bend radius is, to provide tight fit between the pole sections., apply necessary forces to increase these overlaps, lengths. after the shown minimum installation overlaps are, approximately percent of the aashto specifications’ required, tolerances. minimum fabrication overlap lengths shown are, in increased overlap lengths to account for fabrication, smaller top diameters than shown may be supplied resulting, longer sections than shown with corresponding, wall except as noted below. exclu

Raw text data extracted from CAD file:

Unregistered Version - http://www.anydwg.com X X BASE DETAIL OF SHEET 1 2 WYOMING DEPARTMENT OF TRANSPORTATION HIGH MAST LIGHTING STANDARD DETAILS WYOMING OF STATE PROJECT NO. NO. SHEET SHEETS TOTAL NOTE NO. 9 SEALER, SEE EXPANDING FOAM FOAM SEALER TOP OF EXPANDING DRAIN PIPE 1" DIA. PVC SEAL WELD 45 WELDED CONNECTION AT POLE BASE BASE PLATE REQUIREMENTS) NO. 8 FOR TIGHTENING TOP NUT (SEE NOTE TIGHTENING TOP NUTS) WRENCH TIGHT BEFORE LEVELING NUTS MUST BE LEVELING NUT (ALL DRAWN BY: CHKD BY: PDH / DATE: 27-JULY-09 SECTION DIAMETER BASE DIAMETER TOP 120' POLE DATA SECTION DIAMETER BASE DIAMETER TOP A B C A B C THICKNESS WALL MINIMUM THICKNESS WALL MINIMUM THREE SECTION POLE FOUR SECTION POLE TUBE DIMENSIONS FOR THREE SECTION P0LE D 1) NOTE: 2) 3) 4) RING WITH 4" WIDE RING PLATE 1" THICK 1'-0" 1'-0" 1 2 0 ' - 0 " 1 2 0 ' - 0 " 24.25" 18.59" 12.91" 17.61" 12.10" 8.43" 47'-5" 46'-4" 32'-0" 24.25" 21.54" 17.04" 12.98" 20.35" 16.11" 12.28" 38'-9" 34'-0" 29'-0" " " x 4 4 ' - 0 " 4 4 ' - 0 " 3 2 ' - 0 " SECTION A SECTION B SECTION C SECTION A SECTION B SECTION C SECTION D (TYP) BASE DIA (TYP) TOP DIA 2 9 ' - 0 " 3 1 ' - 7 " 3 5 ' - 7 " TUBE DIMENSIONS FOR FOUR SECTION P0LE LENGTH SECTION LENGTH SECTION 0.3750" 0.2500" 0.2391" 8.92" 0.3750" 0.3125" 0.2391" 0.1793" (TYP) BASE DIA (TYP) TOP DIA (SEE SHEET NO. 2) CONCRETE PAD (SEE SHEET NO. 2) CONCRETE PAD POLE SECTION BOTTOM BASE OF POLE SECTION BOTTOM BASE OF JRB 27'-10" 2 3 ' - 1 0 " (SEE SHEET NO. 2) SERVICE PORTAL (SEE SHEET NO. 2) SERVICE PORTAL A A PLATE BASE SECTION A-A 30" DIA. BOLT CIRCLE " A 572 A 572 COMPONENTS STEEL DESIGNATION ASTM (KSI) MIN YIELD (FY) F 1554 F 436 SECTION A SECTIONS B-D BASE PLATE ANCHOR BOLTS HARDENED WASHERS 50 50 50 105 50 MATERIAL DATA MISC STEEL 36 REINFORCEMENT SERVICE PORTAL POLE SECTION A THICKNESS) ( " MAXIMUM BACKING RING & 20.50" (MIN) ID BASE PLATE 2 " x 36" OD 2 " WELD FULL PEN. APPROVED ALTERNATE A 572, A 595, OR (SEE NOTE NO. 10) (UNC THREAD SERIES) HARDENED WASHERS NUTS AND 4 STANDARD BOLTS WITH 4 HEAVY HEX 8 - 1 " DIA. x 7'-6" ANCHOR PE STAMP ROOM FOR A ENOUGH LEAVE 8 " X RING BACKING ANCHOR BOLT HOLE FOR DRILL 8 - 2 DIA. REVISIONS 11) 10) 9) 8) 7) 6) 5) 2 ' - 4 " ( I N S T A L L A T I O N M I N ) 1 ' - 7 " ( I N S T A L L A T I O N M I N ) 2 ' - 8 " ( I N S T A L L A T I O N M I N ) 2 ' - 1 " ( I N S T A L L A T I O N M I N ) 4 ' - 0 " ( F A B R I C A T I O N M I N ) 1 ' - 7 " ( I N S T A L L A T I O N M I N ) 2 ' - 5 " ( F A B R I C A T I O N M I N ) 3 ' - 2 " ( F A B R I C A T I O N M I N ) 3 ' - 5 " ( F A B R I C A T I O N M I N ) 2 ' - 4 " ( F A B R I C A T I O N M I N ) 2 " DRAWINGS. SHOWN IN SECTION A-A AND THIS INFORMATION IS SHOWN ON SHOP ENSURE SERVICE PORTAL IS CENTERED BETWEEN ANCHOR BOLTS AS IS FLAT AND SMOOTH FOR ANCHOR BOLT NUTS AND WASHERS. MILL THE SURFACE AROUND EACH BOLT HOLE TO ENSURE THE BASE PLATE BOLT HOLE TO EDGE OF PLATE IS 3" FOR THE EIGHT-SIDED BASE PLATE. CIRCULAR BASE PLATE. ENSURE MINIMUM DISTANCE FROM CENTERLINE AN EIGHT-SIDED BASE PLATE MAY BE SUBSTITUTED FOR A 36" DIAMETER THE STATE BRIDGE ENGINEER BEFORE SHIPMENT OF BOLTS. AT -20 DEGREES F. PROVIDE ANCHOR BOLT'S CERTIFIED TEST REPORTS TO REQUIREMENT S5, GRADE 105 FOR CHARPY IMPACT REQUIREMENTS ENSURE ANCHOR BOLTS CONFORM TO ASTM F 1554 SUPPLEMENTARY ENTIRE FRONT WIDTH OF THE LEVELING NUTS VISIBLE AFTER ITS PLACEMENT. FOAM SEALER BY ACCESSING THE SERVICE PORTAL OPENING. LEAVE THE TO PROVIDE A SEAL AGAINST BLOWN DUST, PLACE A RING OF EXPANDING TIGHTENING THE TOP NUTS. WRENCH TIGHTEN ALL LEVELING NUTS AGAINST THE BASE PLATE BEFORE REQUIREMENTS IN THE SPECIAL PROVISION FOR "HIGH MAST LIGHTING". TIGHTEN ANCHOR BOLT TOP NUTS IN ACCORDANCE WITH THE TEMPLATE(S) FOR POSITIONING ANCHOR BOLTS. ENSURE THE POLE FABRICATOR SUPPLIES STEEL CONSTRUCTION ADDITIONAL REQUIREMENTS FOR POLE AND ANCHOR BOLTS. SEE THE SPECIAL PROVISION FOR "HIGH MAST LIGHTING" FOR NOT LESS THAN 0.75" AND IS SPECIFIED ON THE SHOP DRAWINGS. FOR MULTI-SIDED SECTIONS, ENSURE THE CORNER BEND RADIUS IS TO PROVIDE A TIGHT FIT BETWEEN THE POLE SECTIONS. ATTAINED, APPLY NECESSARY FORCES TO INCREASE THESE OVERLAPS LENGTHS. AFTER THE SHOWN MINIMUM INSTALLATION OVERLAPS ARE APPROXIMATELY 150 PERCENT OF THE AASHTO SPECIFICATIONS' REQUIRED TOLERANCES. MINIMUM FABRICATION OVERLAP LENGTHS SHOWN ARE IN INCREASED OVERLAP LENGTHS TO ACCOUNT FOR FABRICATION SMALLER TOP DIAMETERS THAN SHOWN MAY BE SUPPLIED RESULTING SECTION, LONGER SECTIONS THAN SHOWN WITH CORRESPONDING WALL THICKNESSES, EXCEPT AS NOTED BELOW. EXCLUDING THE TOP USE POLE SECTIONS WITH THE SHOWN DIAMETERS, LENGTHS, AND (CORNER TO CORNER TAPER VALUE FOR MULTI-SIDED SECTIONS). FOR MULTI-SIDED SECTIONS. THE SECTIONS HAVE A 0.14 IN / FT TAPER ROUND SECTIONS AND THE OUTSIDE CORNER TO CORNER DIMENSION OF 16 SIDES. DIAMETERS SHOWN ARE THE OUTSIDE DIMENSION FOR USE HIGH MAST POLE SECTIONS THAT ARE ROUND OR HAVE A MINIMUM FEET TOTAL EFFECTIVE PROJECTED AREA). TO 1.10 FOR THE ENTIRE POLE, AND EIGHT LUMINAIRES (16 SQUARE NATURAL WIND GUST FATIGUE LOADING OF 5.2Cd PSF WITH Cd EQUAL THE AASHTO SPECIFICATIONS, FATIGUE IMPORTANCE CATEGORY I WITH A FASTEST-MILE WIND VELOCITY IN ACCORDANCE WITH APPENDIX C OF INTERIM SPECIFICATIONS. POLES ARE DESIGNED FOR A 110 MPH FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS" AND AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS HIGH MAST POLE DESIGN IS IN ACCORDANCE WITH THE "2001 FOR STEEL COMPONENTS ARE SHOWN ON THE SHOP DRAWINGS. AFTER FABRICATION. ENSURE ASTM DESIGNATIONS AND YIELD STRENGTHS AN APPROVED ALTERNATE, AND HAS A MINIMUM YIELD STRENGTH OF 50 KSI REMAINDER OF POLE SECTIONS CONFORMS TO ASTM A 572, ASTM A 595 OR A 572 AND HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. ENSURE STEEL FOR ENSURE BASE PLATE AND POLE SECTION-A ARE FABRICATED FROM ASTM 12) SERVICE PORTAL (SEE NOTE NO. 12) C L 22.50 22.50 27-JULY-09 RING PLATE AND NOTE NO. 12. ADDED BOLT PROJECTION BELOW OVERLAP LENGTHS 07-SEP-06 ADDED MINIMUM INSTALLATION PROJECTION LENGTH 07-SEP-06 REVISED ANCHOR BOLT LAF / TEW / LAC himaste03_1 BASE DETAIL NOTE NO. 9 SEALER, SEE EXPANDING FOAM FOAM SEALER TOP OF EXPANDING DRAIN PIPE 1" DIA. PVC SEAL WELD 45 WELDED CONNECTION AT POLE BASE BASE PLATE REQUIREMENTS) NO. 8 FOR TIGHTENING TOP NUT (SEE NOTE TIGHTENING TOP NUTS) WRENCH TIGHT BEFORE LEVELING NUTS MUST BE LEVELING NUT (ALL THREE SECTION POLE FOUR SECTION POLE RING WITH 4" WIDE RING PLATE 1" THICK 1'-0" 1'-0" " " x SECTION A SECTION B SECTION C SECTION A SECTION B SECTION C SECTION D (TYP) BASE DIA (TYP) TOP DIA (TYP) BASE DIA (TYP) TOP DIA (SEE SHEET NO. 2) CONCRETE PAD (SEE SHEET NO. 2) CONCRETE PAD POLE SECTION BOTTOM BASE OF POLE SECTION BOTTOM BASE OF (SEE SHEET NO. 2) SERVICE PORTAL (SEE SHEET NO. 2) SERVICE PORTAL A A PLATE BASE SECTION A-A 30" DIA. BOLT CIRCLE " A 572 A 572 COMPONENTS STEEL DESIGNATION ASTM (KSI) MIN YIELD (FY) F 1554 F 436 SECTION A SECTIONS B-D BASE PLATE ANCHOR BOLTS HARDENED WASHERS 50 50 50 105 50 MATERIAL DATA MISC STEEL 36 REINFORCEMENT SERVICE PORTAL POLE SECTION A THICKNESS) ( " MAXIMUM BACKING RING & 20.50" (MIN) ID BASE PLATE 2 " x 36" OD 2 " WELD FULL PEN. APPROVED ALTERNATE A 572, A 595, OR (SEE NOTE NO. 10) (UNC THREAD SERIES) HARDENED WASHERS NUTS AND 4 STANDARD BOLTS WITH 4 HEAVY HEX 8 - 1 " DIA. x 7'-6" ANCHOR PE STAMP ROOM FOR A ENOUGH LEAVE 8 " RING BACKING ANCHOR BOLT HOLE FOR DRILL 8 - 2 DIA. 2 " SERVICE PORTAL (SEE NOTE NO. 12) C L 22.50 22.50

Language	English
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	autocad, beleuchtung, block, DWG, equipamentos de iluminação, iluminação, l'éclairage, lamp, lâmpada, lampe, lantern, lanterna, lanterne, laterne, les luminaires, leuchten, light, lighting, Luminaires, mall, Pole, sheet, standard