5828 GLENWOOD AVE A T AND T MOBILITY ANTENNA 2021-11-18

6.5' 0 GENERAL NOTES: DRILLED PIER, r--`B 1.Prior to excavation, check the area for nndaiyiuund facilities. ANCHOR BOLTS i 2.Al1 reinforcing shall be deformed bars conforming to ASTM A615 (SEE SECTION A-A FOR DETAILS) i : Grade 60 (60,000 psi min. yield) and shall be provided by the —...- 6.5' 0 foundation contractor. I3.All concrete shall have a minimum compressive strength of 4000 t t J. a psi 0 28 days. The requirement for the concrete shall be as given in the �� A ! Code Requirements for Reinforced Concrete", ACI 318, the _ r, �" �`� �t ACI "Building i � / latest edition. - - �'�.�(�i■�� 11P j 4.Trowel top of pedestal smooth. CAP a.s' i� �r t_ � 5.Steel reinforcement and concrete should be placed immediately upon completion CONCRETE PIER Idly='P,1 i of the pier excavations. Contractor shall not allow a cold joint WAWA e to form in the pier. Portion above grade should be formed. / j-• Temporary casing may be required to prevent caving prior to '�..yBEHAR TIES b° ON CENTER 10-1.75" DIAMETER 166° LONG concrete placement. Bottom DOUBLE1ONB AT TOP WITSANCHOR BOLTS ON A 47.25° BOLT 6-The ground water was encountered at 8' below grade during boring. '.�1 ON BV13�ITemplate C ®��,e C " ---. CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pef. f'I��i•• i 8.Estimated concrete volume . 34.5 cubic yards total. _,■ 'L-10—B 9.Design Based on the following loads from installation drawing for P.p, 28' order No: 339275. VERTICAL REBAR FOUNDATION&ANCHOR BOLT LAYOUT PLAN Factored Moment m 1146.8 FT-RIPS I'�4 (NO SCALE) Factored Download . 17.8 KIPS Factored Shear . 14.4 KIPS CENTER THE CANF IN .,��!� 10. Reference: Adapt Project No. WA16-20654-GEO, Dated: October 20th, 2016 THE DRILLED PIER ® I ��i� 11. Concrete shall be placed using a tremie to the depth indicated on the �� foundation drawing. 57 #4 BAR TIES, 6" OC, 2 ON TOP, 1 ON BOTTOM 12. Anchor bolts to be ASTM A615, Gr. 75 ksi. ® • 28 EQUAL SPACED #9 VERTICAL BARS 13. Ref Soils Report for installation recommendations. SECTION B-B 27'- 6° PIER ELEVATION (NO SCALE) Reinforcement Steel Schedule Total Total - Reber Reber Bar Weight Weight BAR VERTICALREBARGEOMETRY - Type size Spacing lb/ft (lb) Qty 9.00° Anchor Bolt Projection 1 Vertical #9 EQUAL 3.4 2618 28 2 Ties #4 6° 0.67 707 57 ANCHOR BOLT LOCATION TEMPLATE TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION = 3325# CHAMFER 1" #9 RBBAR LAP SPLICE TABLE Ref. ACI 318 itl iii SECTION C-C Rebar Rebar coscrre REBAR MI i!1 PIER REBAR LAYOUT Size Grade STRENGTH OVERLAP V ii1 1:1 II! I l l I V (NO SCALE) PSI INCHES 5'- 6° � _ #9 60 4000 42 a$�'ND Itoj \ #4 60 4000 15 yV"�' 44.9 � the. z^ NOTES: Where vertical bars are to be spliced, splices should be staggered. A: fit �, -, • �, SECTION A-A TYP rl 4121111111GRADE 60 EMMA TIES HOOK GEOMETRY*** ANCHOR BOLT ELEVATION (ti L.3t l Rebar ASK# 6db* r* 4�a (NO SCALE) + i i '411,, •••\ / 3"kin Size Min Length Nominal Diameter Note: EXTREME CARE SHOULD BE TAXER TO ENSURE THAT ALL Q0L^. sv -.� � #4 11-97204 3"Min dia. 2° BOLTS.ARE LEVEL WITH RESPECT TO EACH OTHER 4.0 *db . Bar Diameter TO ENSURE ADEQUATE NUT ENGAGEMENT jONAL REBARTIE GEOMETRY **Refers to ACI Stirrup hook detail 6db 3in min. ***Lap Splice may be used when Seismic Hook not required U1316-141-161 WA FIRM LICENSE#:COA 2202 Rev Description Date By/Ck mQ 3575 25TH STREET SE VECTORFAX 3R 31602 UNLESS OTHERWISE NOT® MAIN (503) 363-9267 ➢I1®1RIORe ARE IN ZmWRa MICRO>ELECT FAX (503) 316-204033-9 A REVISED POLE DESIGN. Dare JDN 7oL8MxLts ARE:E Ii 0 I Tl E E. R S al X,-x X/X"- 1/8" - By: `TON DRILLED PIER FOUNDATION LAYOUT 9138 S.STATE STREET, SUITE 101 (801)990-1775 x xnc_ i/a" a 1/16- Check: MF CUSTOMER: GENERAL DYNAMICS 2 1/1ST SANDY, UTAH 84070 (801)990-1776 FAX Date, 10/17/16 SITE: WA6348 - GLENWOOD ANALYSIS VERSION: 1.15 s-0.8339275 SIZE - a DWG NO.8-144810 Sheet 1 of 1