MA 10-07-CS140627,CKS IN CONCRETE
_LED PIER REINFORCEMENT
5" DIA DRILLED PIER
RCAAnVC rnNrPPW
nirw nniruOR BOLTS, SIZE AND
\ME AS ORIGINAL
THE REMOVED CONCERETE
BONDING AGENT BETWEEN OLD
=W CONCRETE
BOWMAN CONSTRUCTION
CO.,LP
2716 RIGSBEE DR.,
PLANO, TX 75074
TEL: 972-423-1313
MCEMIR
CONSULTING
CONSULTING
F.NGTNF.F.RS, T.I.0
Reg. # F99"
2727 LBJ FREEWAY
SUITE #927
DALLAS TEXAS 75234
REVISIONS
F?EV.I DESCRIPTION DATE I BY
...:..........................
MIR HADI ALI
..............................
a: 88393
REPAIR PROCEDURE
OR DAMAGED DRILLED
CONCRETE
NO./REV.: SCALE:NOT TO
DRAWN BY:
S _ CHECKED BY:
DATE: 6/ 20
EXISTING CONDITION
STEP 1 REMOVAL.
STEP 2. CONSTRUCTION
`
NOTES:
1 REMOVE POLE
1. CLEAN THE CONCRETE SURFACE OF ANY LOOSE CONCRETE AND DEBRIS
6
CONCRETE SHALL HAVE MINIMUM 28 DAYS STRENGTH OF 4,000PSI.
2 EXCAVATE AROUND THE DRILLED PIER
2. REPLACE ANY DAMAGE REINFORCEMENT
PROPERTY ADDRESS:
STEEL SHALL BE DEFORMED GRADE 60.
3 REMOVE CONCRETE 3'-0" FROM TOP OF DRILLED PIER, USING HAND TOOLS
3. APPLY BONDING AGENT BETWEEN NEW AND OLD CONCRETE
ANCHOR BOLTS SHALL BE GALVANIZED A307 OR A36.
4. DO NOT DAMAGE THE REINFORCEMENT
4. POUR CONCRETE WITH NEW ANCHOR BOLTS, PLACED WITH TEMPLATE
SW CORNER
5. DISCARD ANCHOR BOLTS.
5. AFTER CONCRETE HAS GAINED FULL STRENGTH, INSTALL THE POLE
BELTLINE AND MCARTHER
6. CLEAN AND MAKE THE SURROUNDING AREA AS BEFORE OR BETTER
COPPELL,TX
REPAIR PROCEDURE
OR DAMAGED DRILLED
CONCRETE
NO./REV.: SCALE:NOT TO
DRAWN BY:
S _ CHECKED BY:
DATE: 6/ 20