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V `✓`V-Y-WYY'V-Y"YYYV VYW YY YV W�/'�'V-V'V V W'ti' V V"V V'Y <br />STANDARD MAST ARM ASSEMBLIES DATA TABLE raaRnateol•m.iz <br />STRUCTURE <br />ID <br />NUMBERS <br />0) <br />ASSEMBLY <br />NUMBERS <br />FIRST ARM SECOND ARM <br />OF <br />(deg) <br />U <br />(deg) <br />POLE SPECIAL DRILLED SHAFT (41 <br />ARM <br />TYPE <br />FAA( 21 <br />(ft.) <br />(2) <br />FBA ARM <br />(in) TYPE <br />FAA (11 <br />(ft-) <br />F8A (2) <br />0.) <br />POLE <br />TYPE <br />UAA (3) <br />(ft.) <br />3) <br />UB UC/F DA <br />(ft.) (in.) (ft.) <br />DB RA <br />(ft.) <br />Re RC RI. <br />(In.) <br />3-1 & 3-2 <br />03-S2 <br />Di -51 <br />D3 <br />01 <br />NIANG FLORIDA 33720 <br />(305) 392,7115 <br />FOPE CERrIFICATE OF AvrNO1N2AT10N Na. 14 <br />ROAD NO. COUNTY t ANCIAL PAOXCT to <br />JOLY <br />DATA TABLE <br />S2 <br />51 <br />23 <br />20 14.81 12 <br />4.5 11 <br />16 9 f 2 <br />3-3 <br />3-4 <br />CR SIA, INDIAN RIVER <br />T-Ij <br />23 <br />23 <br />20 12.81 12 <br />20 14.81 75 <br />4 11 <br />4.5 17 <br />14 9 12 <br />D3-52 <br />03 <br />52 <br />16 9 12 <br />TABLE NOTES INotes Date 01-01-141: <br />1. Assembly Number Legend <br />Single Arm: <br />Arm Type - Pole Type = D# - S# <br />=E# -T# <br />Double Arm! <br />First Arm Type - Second Arm Type - Pole Type = D# - D# - S# <br />=E# -E# -r# <br />2. If an entry appears In columns 'FAX and •FBA", a shorter arm is required. <br />This is obtained by removlog length from the arm tip. Por these cases the mast <br />arm length shall be shortened from'FA" to *FAA" and the tip diameter shall <br />be increased from 'F8" to "FBA". <br />3. If an entry appears in columns "UAA" and "UCA", a shorter pole is required. <br />This is obtained by removing length from the pole tip. For these cases the pole <br />height shall be shortened from 'UA' to'UAA" and the pole tip diameter shall <br />be increased from 'UC' to'UCA <br />4. The foundations for Standard Mast Arm Assemblies shown In this sheet are based upon <br />the following soil proper Hes included in the Geotechnical Report prepared by Ardaman & <br />Associates. Inc.. Dated November 29, 2076! <br />Classification < Cohesionless (Fine $and) <br />Friction Angle = 30 Degrees 001 <br />Unit Weight • 50 its. / cu. ft. (assumed saturated) <br />N-blowcouM • 15 (assemblies 3-1 thru 3-3) <br />N-blowcaunt = f lassembly 3-41 <br />GEN&RAL NOTES: <br />1. Work this sheet with the Signal Designers "Mast Arm Tabulation". <br />=Mast Arm Tabulation" for special instructions that Include <br />non-standard Handhole location, paint color, terminal compartment <br />requirement, and pedestrian features. <br />2. Work with Index Nos. 17743 and 17745 (FY 1016-1017) <br />DRILLED SHAFT CONSTRUCTION. NOTES: <br />7. Contractor is advised that caving ."Iu,atad sandy soils may be encountered during the excavation for the <br />installation of drilled shafts. The use of temporary full length casing according to the FOOT Specifications <br />may be needed. <br />L` "t MfX4:5 <br />—' <br />h..✓\_/\/'.-/�/�..'\ <br />J��'�./�.MM./�.J�.�./`A✓�./�-i..J�_/�.1�,�/�l`l�/� <br />/�l�l..n./`J�./�/�./l.�l�/" <br />r"IsloNs <br />ArKINS NOATM ANEAICA, INC' <br />add WATEAFOAD WAy <br />6TA77I OF fZORA27A <br />DEPARTMENT /'N TItANaPORTATIOA' <br />MAST A.{f.11 ASSAY/ <br />sHEET <br />NO. <br />DESCNPrIONArE <br />DEVOffraii <br />]Uig/J8 <br />la SHEET ADDED <br />NIANG FLORIDA 33720 <br />(305) 392,7115 <br />FOPE CERrIFICATE OF AvrNO1N2AT10N Na. 14 <br />ROAD NO. COUNTY t ANCIAL PAOXCT to <br />JOLY <br />DATA TABLE <br />HeCTOA LOPEZ. P.E..1.192 <br />CR SIA, INDIAN RIVER <br />T-Ij <br />euueer ,n,xixNR , ,r i, <br />RR .s W de�b.wxVw/n R,+n eat [P 517 N�zt /rvef ftrN" PMP,KYIN�fIM�ahuaNd•Hlp,. <br />