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rl <br />9' 1.—W <br />BLOCKOUr <br />III/ o <br />--------------------- <br />o <br />I <br />I <br />I <br />I <br />m <br />I <br />6'—B' <br />GALV UFnNG LOOPS <br />FOR HANDLING " OF 4) <br />[CAN BE CUT OFF AFTER SETTNG IF <br />IN THE WAY OF DMET] <br />o i i o <br />I I <br />I I <br />73C <br />[REF] <br />O"E OF POWER <br />BOX TOWER FOOTER <br />[TYP OF 2] b1 A AI V n/,Al <br />�,_; 3 it Ii." <br />eL <br />VIEW A <br />SCALE 3/4' =1'-0' <br />IciaVt11(•,:.9 <br />I._ 9. <br />BLOCKOUT <br />■ AEV 1 WE I m 1 NET I DEMMgONdFFOUM waQua1®wM <br />GENERAL DESIGN NOTES: <br />1. CONCRETE 28 DAY(X>MPREBSIVE STRBIGTH F'c = 4M PSI (Mk <br />2 Fd3f(RCRa ASTII A4115, GRADE K <br />& ILAB OESIGIIB) FOR BTC POWER BOX / TOWER IM W OC CHARGER. <br />4. SLAB SHNIBESIIPPOtRTED NACCORDANCEWITHPRWBL'T <br />SPEC RGATKM (LE LEVE.AND COMPACTED BEARNG SIHRFAC4 <br />NOTES TO CONTRACTOR: <br />i. PLFJI3E VE1i1FYALL Ste, LOCATIONS, AND t3.E1/AT10NS OF OPB6NGS. <br />2. THE OONTRACTOIR SHALL BE RESPONSIBLE FOR PROPER COORDINATION <br />TO BOX THAT AN ADEQUATE BEAIM SURFACE is PWMED n.E <br />LEM AND COMPACTED) PERMSUVIMMMICANID DRAWIM <br />j I I I I <br />, <br />DOUBLE TOWER ASSEMBLY <br />PLAN VIEW <br />SCALE IIA' - l -W <br />•'TFMS MUST BE FILLED OUT BEFORE MANUFACTURING <br />APPHM ■/ AA EKEPTIMS VXOt <br />WASEDim Foome El <br />0.42 <br />oOmdcmft Infrashuccwre <br />AMOOERW <br />4wafa lacoCOmm RCBIB�®MI6 <br />0"Nl M4WFAXiOFTNM LES 04= <br />1Mewm�erteaf FAoartraFarrun�KAAenuenAeE rtsoanoeaw, <br />50"XWX6"ODPAD <br />SUBIiTTAL LAYOUT <br />BPC POWER BOX ITOWER <br />GREER, SC QTY: 3 <br />cuffmw <br />UTILITY PARTNERS OF AMERICA, LLC <br />5HTM MIS LD HS 14M <br />4W-S146982-001 I&va1e 1 OF 2 <br />1. STRUCTURAL DESIGN PER FLORIDA BUILDING <br />CODE 2023 EDITION AND ASCE 7-22 FOR WIND <br />DESIGN. WIND LOAD: 150 MPH, EXPOSURE C, <br />RISK CATEGORY II SOIL ALLOWABLE BEARING: <br />2,000 PSF. <br />2. ALL REINFORCING STEEL SHALL CONFORM TO <br />ASTM A615, GRADE 60. <br />z <br />3. ALL CONCRETE SHALL DEVELOP 3,000 PSI <br />MINIMUM COMPRESSIVE STRENGTH AT 28 <br />CONCRETE FOOTING, TOP <br />DAYS. <br />m <br />SET AT3" ABOVE GRADE. <br />4. ALUMINUM FABRICATION SHALL BE IN <br />CONFORMANCE WITH THE ALUMINUM <br />ASSOCIATION, INC. "SPECIFICATIONS FOR <br />ALUMINUM STRUCTURES' <br />GRAD <br />4.1. EXTRUDED SHAPES - ASTEM 8223: <br />6061-T6, 6061-T651 ALLOY. PIPE SECTIONS <br />I I <br />g <br />ARE SCHEDULE 40 U.N.O.. <br />4.2. BOLTS - ASTM A193; GRADE B8 OR ASTEM <br />36" MIN M <br />276; TYPE 316 STAINLESS STEEL. <br />I I <br />4.3. NUTS -ASTM A194; GRADE M OR ASTEM <br />TYPE 216 STAINLESS STEEL <br />U276; <br />5. WELDING ALUMINUM SHALL CONFORM TO <br />AWS D1.2 & AWS ASA0 AND THE <br />REQUIREMENTS OF THE ALUMINUM <br />ASSOCIATIONS "ALUMINUM DESIGN MANUAL" <br />16' MIN. <br />(LATEST EDITION) TABLE 7.1-1 FOR WELD <br />FILLERS FOR WROUGHT ALLOYS. ALL WELD <br />SHALL BE SHOP WELD. <br />tD <br />6. SEE'DUKE ENERGY - REQUIREMENTS FOR <br />ELECTRIC SERVICE AND METER <br />INSTALLATIONS - FLORIDA SERVICE AREA - <br />4/1R023", FIGURE 46 FOR ALL REQUIREMENTS. <br />UTILITY N�ER ELEVATION VEW <br />3\,��WAII NM <br />CONCRETE FOOTING, TOP <br />SET AT 3' ABOVE GRADE. <br />GRADE--- <br />"� NOTES <br />60" MIN. 1. ENCASE BASE AREA OF POLE IN CONCRETE. <br />2. CONCRETE SHALL BE PEA -GRAVEL MIX w. 3,OW PSI <br />(MIN.) 28-DAY COMPRESSIVE STRENGTH. <br />3. ADD THE FOLLOW SIGN TO THE ACCESSIBLE <br />PARKING SPACE. THE MINIMUM HEIGHT ABOVE <br />GRADE OF THE BOTTOM OF THE SIGN SHALL BE W. <br />(I <br />II 36' MI14. z <br />i� <br />U <br />16" MIN. <br />aio <br />FILL BOLLARD w/CONC. & ROUND <br />OFF TOP (REF. NOTE 1) <br />CAULK & SEAL JOIN (TYP.) <br />C.I.P. REINF. CONC. APRON/PFMT. <br />SECTION (TYP.) - <br />TOP OF CONC. SLAB <br />THK. EXTR. GRADE EXP. JT <br />MATERIAL <br />6' STEEL PIP COL. (SCHED. 40) <br />[REF. NOTES 2 & 41 <br />ENCASE BASE AREA OF BOLLARD <br />IN CONCRETE (REF. NOTE 1) - <br />GRADE <br />MAGNETIC WARNING TAI <br />(ELECTRIC,A <br />4' SAND COVER, NO MECHANICA <br />COMPACTION ON SAN[ <br />3'6" MIN. <br />T MIN. <br />—�►�' 4' MIN <br />�- <br />6" MIN. — <br />NOTES <br />1. CONCRETE SHALL BE PEA -GRAVEL MIX w/ <br />2,000 PSI (MIN.) 28-DAY COMPRESSIVE <br />STRENGTH. <br />2. BOLLARD SHALL BE PAINTED "SAFETY" <br />YELLOW. COORDINATE w/ OWNER REGARDING <br />REQUIREMENT TO PAINT BASE PLATE & <br />ANCHOR BOLTS. IF NOT REQUIRED, BASE <br />PLATE & BOLTS SHALL BE HOT DIPPED <br />GALVANIZED. <br />3. COORDINATE DETAIL w/ OWNER TO VERIFY <br />INFORMATION PROVIDED IS IN CONFORMANCE <br />w/ OWNER'S SITEISAFETY REQUIREMENTS. <br />NOTES <br />1. IF ANY TRENCHES ARE RUNNING PARALLEL <br />TO EACH OTHER, THE SPACE BETWEEN THE <br />TRENCHES SHALL BEAT LEAST 2 FEET. <br />2 WHEN TRENCHING THROUGH ANY MATERIAL <br />BESIDES DIRT, THE INSTALLING CONTRACTOR <br />IS RESPONSIBLE FOR PATCHING EXISTING <br />CONCRETE, GRAVE, OR ASPHALT AFTER <br />INSTALLATION. <br />6)TYPICAL CABLE TRENCH DETAL <br />WAM = <br />0 <br />�Np <br />n <br />O�^ <br />C <br />fN Ip <br />x <br />I <br />=Er. <br />• <br />• <br />1 <br />_N <br />Z <br />� <br />PA <br />Z <br />:3 <br />V <br />v v 6 `dx <br />e <br />m* LAS W: <br />V'r-1 <br />1�— 0. <br />i Z t; <br />JIn <br />N <br />= 1- M <br />W M <br />wly- J <br />V <br />!J f HI <br />00 = <br />In OC <br />= M = <br />1..� <br />Ln IZ <br />W W <br />N N <br />REVISIONS: I <br />NO. DATE DESCRIPTION <br />DAIS: <br />SEKEMBER 23, 2024 <br />CONTENTS <br />DETAILS <br />SHEET <br />IE=401. <br />