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HomeMy WebLinkAboutZ-9165-A Map 7DETAIL A SEE DETAIL A DETAIL B INTEGRATED LIGHTNING GROUND 0 'F' AS REQUIRED AS REQUIRED AS REQUIRED AS REQUIRED REQUIRED 24" V OTYPICAL POLE DETAIL SCALE- ILTa POLE ASSEMBLY POLE ID _--------- POLE ___ _ NUMBER OF _ _ _ . .... :ASSEMBLED POLE BASE BURIAL INFORMATION BASE HEIGHT LUMINAIRES POLE WEIGHT WEIGHT F G YD CUT LIGHTNING GROUND Ft 70' 12 3884 LB 5250 LB 30" 16' 1.6 NO INTEGRATED F2 70' 12 3884 LB 5250 LB 30" 16' 1.6 NO INTEGRATED F3 70' 11 3760 LB 5250 LB 30" 16' ! 1.6 NO INTEGRATED F4 70' 11 3760 LB 5250 LB 30" 16' 1.6 NO INTEGRATED NOTES: 1. STEEL POLE SHOULD OVERLAP CONCRETE BASE AND BE SEATED TIGHT WITH 1-1/2 TON COME-ALONGS (CONTRACTOR PROVIDED). 2. ALIGN WELDMARKS ON STEEL SECTIONS BEFORE ASSEMBLING. 3. ASSEMBLED POLE WEIGHT INCLUDES STEEL SECTIONS CROSSARMS, LUMINAIRES, AND ELECTRICAL COMPONENTS ENCLOSURES. 4. SECTION OVERLAP MUST BE PULLED TOGETHER UNTIL TIGHT. OVERLAP MEASUREMENTS SHOULD BE +/- 6". 5. THIS DOCUMENT IS NOT INTENDED FOR USE AS AN ASSEMBLY INSTRUCTION. SEE MANUFACTURER'S INSTRUCTIONS FOR ASSEMBLY DETAILS. 6. CONCRETE BACKFILL IS CALCULATED TO 2' BELOW GRADE (NO OVERAGE INCLUDED). TOP 2' TO BE CLASS 5 SOIL COMPACTED TO 95% DENSITY OF SURROUNDING UNDISTURBED SOIL UNLESS OTHERWISE SPECIFIED IN STAMPED STRUCTURAL DESIGN. 7. CONCRETE BACKFILL REQURIED 3000 LB/IN2 MINIMUM. 8. FOUNDATION DESIGN PER 2012 IBC, 115 MPH, EXPOSURE CATEGORY C, VARIATION STD (RISK CATEGORY II). 9. ASSUMES IBC CLASS 5 SOILS. 10. STANDARD BASES INCLUDED INTEGRATED LIGHTNING PROTECTION. IF BASES ARE CUT, SUPPLEMENTAL LIGHTNING PROTECTION WILL BE REQUIRED. 11. LIGHTNING PROTECTION IS A MANUFACTURER INSTALLED CONCRETE ENCASED ELECTRODE AND CONNECTOR. GROUND CONNECTION IS MADE WHEN CONCRET BAS IS INSTALLED AND FOOTING IS POURED. NOT ADDITIONAL STEPS ARE REQUIRED. REG/S o 'Py PEITIT & PETDT 0 CONSULTING Z ENGINEERS, INC. No. 78 AS ENG� nn © 2018 PE'MT & PETfIT MMMNG 0019 M W. PE MT & PE.TTIT I J I=E Ov 00 Z = Fm U '^ /^ v / (=vw♦�cn z 0001 O J-� Lu L) U v) o J W w Q > 0 ~ m J W J E-0 V w 0LL Z mi H Z F' - J FL JOB NO. 18-M DESIGN ]WJ DATE 04/109/19 SFEEr NO. E2.0