UW
22x34 SHEET
1:0.94614
SO0002.dwg, Sep 27, 2017 — 3:35pm
| ucturel\ 228730
\\woodardcurran.net\shared\Projects\228730 Nashua Wastewater\wip \Drawings\
| EQUIPMENT-SIZE PER VENDOR
4” MIN
APPLY EPOXY BONDING ANCHOR ROD LOCATION, | (UNO)
COMPOUND TO EXISTING SIZE, AND QUANTITY PER
CONCRETE VENDOR’S EQUIPMENT
] DRAWINGS
/
3/4” CHAMFER [- #4 @ 12” OCEW 4° (TYP) #4 @ 12” OC DOWELS
ALL SIDES . DRILL & EPOXY W/
- ] 1 1/2” CLR FI 4” MIN EMBEDMENT
° J
° ° ° ° ° » FLOOR SLAB
t 2° GlR , SEE PLANS
FLOOR SLAB REINF
NOT SHOWN | TOP SLAB EL
NY | | SEE PLANS
NY QS
LY ROMA LYROAA OMYYAA
YOY SSAYOY WOY’AY
RR RR RY
NOTES:
1. SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS, QUANTITIES, AND LAYOUT
TOP OF PAD SHALL BE LEVEL WITHIN 1/8—INCH
on FP YF WN
REBAR: ASTM A615, GRADE 60 REINFORCING BARS
CONCRETE: 3,000 PSI CONCRETE WITH MAXIMUM W/C RATIO = 0.55
ELECTRICAL EQUIPMENT PADS SHALL BE 4” THICK, UNLESS NOTED OTHERWISE
/322\ INTERIOR EQUIP PAD
\E—XXX/ SCALE: NTS
PAD SHALL PROJECT A MINIMUM OF 4—INCH BEYOND MECHANICAL EQUIPMENT FOOTPRINT.
PROVIDE SACK—RUBBED FINISH TO ALL EXPOSED SIDES OF EQUIPMENT PAD AND A TROWEL FINISH TO THE TOP SURFACE
PRIOR TO EQUIPMENT INSTALLATION, APPLY CURE AND SEAL COMPOUND TO EQUIPMENT PAD SURFACES
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REPRODUCTION OR MODIFICATION WITHOUT WRITTEN PERMISSION IS PROHIBITED.
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9/28/17
DATE
CHECKED BY: RUD
228730_S0002.DWG
RELEASED FOR BID ADDENDUM NO.3
DESCRIPTION
DESIGNED BY: SMH
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SMH
DRAWN BY:
CONCRETE EQUIPMENT PAD
INSTALLATION DETAILS
CITY OF NASHUA, NH
WASTEWATER TREATMENT FACILITY
SCADA SYSTEM UPGRADE
JOB NO.: 228730
DATE: SEPTEMBER 2017
SCALE: AS NOTED
SHEET: 1 OF 1
9-0002
ue
