Finance Committee - Agenda - 11/15/2017 - P175
22x34 SHEET
ae
5 4 5 6 1:0.94612
LE
Z
wn Ww.
Ec
eB |e
° Lu 5
2 a
c ao Su
S ow |<
— > a
a oe Ze
es SO [2
© > 6
s - ee
S me | Se
A“ = o Ca
S Ee Ss
—
st - = ar
a) ~— Ee
z= o 3 <i
= — a
Qa = E O=
ce N = OE
2s o Lu =D
< a“ Oo
sot = ae
oO <@ © — OF
Ss = |r
Tee = “Zz
- 9906 O WO
= G co Oo Oe
LO
OL
£6
Tr
AZ| "=
a oe
tY| =:
ZZ
Oo | &
OD
O} 88
OO}! 5s
SB | 2
Tu
Fa
(FIELD VERIFY)
CLEAN, PREP, AND APPLY
EPOXY BONDING COMPOUND
PRIOR TO PLACING
NON-—SHRINK GROUT EXG CONC EQUIP PAD
TO BE DEMOLISHED
UU
S0001.dwg, Sep 27, 2017 — 3:34pm
| ctu ral\228730
\\woodardcurran.net\shared\Projects\228730 Nashua Wastewater\wip \Drawings\
SAWCUT EXG SLAB
EXG FLOOR SLAB 1 1/2"
REINF NOT SHOWN TOP SLAB EL
E X “] | SEE PLANS
_ 9
&ic
£16
WANA NYXNYA NY XA - a
Y |
YY WYY YYYY 2 Qe
> Lu |
REI IREER RIRER zlal[sls
Ala
< xY
NOTES: a] 2
1. SEE DEMOLITION DRAWINGS FOR LOCATION, QUANTITY, AND APPROXIMATE SIZE OF EXISTING CONCRETE - a
EQUIPMENT PADS TO BE DEMOLISHED. S xlx
=>\/=
2. EXISTING CONCRETE SLAB REINFORCEMENT SHALL NOT BE CUT OR DAMAGED DURING DEMOLITION. IF SLAB a . ”
REINFORCEMENT IS ENCOUNTERED PRIOR TO REACHING THE REQUIRED 1 1/2—INCH DEPTH OF SLAB < | ..
DEMOLITION, IMMEDIATELY TERMINATE SLAB DEMOLITION AT ENCOUNTERED REINFORCEMENT LAYER. a 5 | a
a Zzlz
3. EXISTING SLAB SHALL BE SAWCUT AROUND FULL PERIMETER OF EXISTING CONCRETE PAD WITHOUT o|s
OVERCUTTING CORNERS. ° ul | ae
4. EPOXY BONDING COMPOUND: EPOXY BONDING COMPOUND: CONFORM TO ASTM C881, CONTAIN 100 PERCENT
SOLIDS, AND BE MOISTURE TOLERANT. SIKADUR 32 HI-MOD OR SIKADUR 32 HI-MOD LPL, BY SIKA
CORPORATION; SURE—BOND (J—58, OR J—58 LPL), BY DAYTON SUPERIOR; OR APPROVED EQUAL SHALL BE
PROVIDED.
5. NON-SHRINK GROUT: GROUT SHALL BE NON-METALLIC, CEMENTITIOUS NON—SHRINK GROUT MEETING
ASTM C1107, GRADE C. GROUT SHALL BE FIVE STAR GROUT BY U.S. GROUT COMPANY, CRYSTEX OR PREMIER
BY L&M CONSTRUCTION CHEMICALS, INC., SURE—GRIP HIGH PERFORMANCE GROUT, BY DAYTON SUPERIOR, OR
APPROVED EQUAL.
6. CONTRACTOR SHALL VERIFY NON—SHRINK GROUT PRODUCT IS SUITABLE FOR APPLICATION THICKNESS. EXTEND
NON-SHRINK GROUT PRODUCT WITH PEA GRAVEL PER MANUFACTURER’S INSTALLATION INSTRUCTIONS AS _ 4
REQUIRED FOR APPLICATION THICKNESS. z=
7. APPLY AND FINISH NON—SHRINK GROUT TO MATCH ELEVATION AND TEXTURE OF ADJACENT SLAB SURFACES. - FF
8. IF EXISTING FLOOR SLAB IS PAINTED, CLEAN AREA AND APPLY COLOR MATCHING PAINT SYSTEM EQUAL TO: oO 2
—~
(2) COATS: SHERWIN WILLIAMS "GENERAL POLYMERS 3589 SMOOTH EPOXY FLOOR COATING” CO 5
WW =
boy
FO
vs
LL
/325\ SLAB REPAIR AT PAD DEMO Da
E—XXX SCALE: NTS Oa
\g00/ Ox
Oo
a
24
xc ue <<
2 r
- Eo
< 4 oo
» 2
= z
g <i
Zz ud F
Le F a
Oo oe”
<
F ES
oO =o
LAH
2
=
JOB NO.: 228730
DATE: SEPTEMBER 2017
SCALE: AS NOTED
SHEET: 1 OF 1