document 00 90 00 addendum addendum no. [2] date ... · mold resistance: score of 10, when tested...
TRANSCRIPT
19042 Sparta Police Station 00 90 00 -1
DOCUMENT 00 90 00
ADDENDUM
ADDENDUM NO. [2] Date: September 3, 2020
RE: CITY OF SPARTA SPARTA POLICE STATION LAKEVIEW 711 PINE STREET SPARTA, WISCONSIN 54656 HSR PROJECT NO. 19042
FROM: HSR Associates, Inc
100 Milwaukee Street
La Crosse, WI 54603
(608) 784-1830
To: Prospective Bidders
This addendum forms a part of the Contract Documents and modifies the original Bidding Documents
dated August 2020. Acknowledge receipt of this Addendum in the space provided on the bid form.
Failure to do so may subject the Bidder to disqualification.
This Addendum consists of [2] pages, and [3] 30 x 42 drawings.
CHANGES TO PRIOR ADDENDA: Addendum 1
1. Sheet A091 FIRST FLOOR REMOVAL PLANS 30 x 42 attached hereto
a. Revisions clouded on Drawings.
b. Additional carpet removal deleted from Contract. Asbestos abatement required carpet
adhesive to be removed. Revisions to noted references added in Addendum 1 Drawing
CHANGES TO SPECIFICATIONS:
2. Section 08 36 13 SECTIOINAL DOORS
a. 2.02, C: Insulating security glass is preferred. If this combination is not possible, single
pane ¼ inch laminated glass is approved. Security glazing requirement supersedes
energy performance in this case.
b. 2.05, D: Change “continuous contact” to “momentary contact”.
c. 3.03: Trolley mounted operators are acceptable.
3. Section 09 21 16 GYPSUM BOARD ASSEMBLIES
a. 2.02, B: Add the following:
i. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
ii. Mold resistant board is required at non-wet walls in restrooms.
b. 2.02, C, 1: Add “exterior window jambs”.
CHANGES TO DRAWINGS
4. Sheet C400 UTILITY PLAN 30 x 42 attached
a. Revisions clouded on Drawings.
b. Update to new water service.
19042 Sparta Police Station 00 90 00 -2
5. Sheet 092 SECOND FLOOR REMOVAL PLANS 30 x 42 attached hereto
a. Revisions clouded on Drawings.
b. Additional carpet removal deleted from Contract. Asbestos abatement required carpet
adhesive to be removed.
PRIOR APPROVALS
1. Section 10 26 00 WALL AND DOOR PROTECTION
a. Koroseal.
END OF DOCUMENT 00 90 00
UP
UP
DN
DN
DN
CLRM
101
LIBRARY
107
1
4
2
2
4
10
9
9
9 910
8
5 5 5 5
9
9
9
8
10
9
9
10
OFFICE
106
10 9
9
16
CLRM
104
9
ELEVATOR
E100VESTIBULE
V101
VEST.
V100
100'-0"97'-4"
16
CONF
103
6 6
10
STOR.
103
CORRIDOR
C1004
4
6
9
10
8
99
10
1616
16
88
88
88
8
88
2
2
2
2
8
9
4 4 4
4
2
2
2
BOYS
101A
14
1514
1517
17
8
8
17
17
GIRLS
101B
88
8
8
8
6
2
CLRM
105
9
9
9 9108
10 10
6
6
11
8
4
IT
105A
TOILET
105B
16
16
4
31
31
31
6
9
18
18
6
6
4
4
2
2
2
4
KITCHEN
108
STOR.
108A
MULTI-PURPOSE
109
STORAGE
109C
STORAGE
109B
STORAGE
109A
4
6
10
10
10
3 3
19
21
22
23
7
6'-0" 3'-4" 6'-8"
7
8
6'-8
"1
5'-4
"1
0'-0
"2
2'-0
"8
'-0
"
35'-8" 14'-6" 2'-4" 19'-2"10'-0"3'-0"10'-0"
10 10
9
9
4 4
16
1010 10 10
25
3
ABOVE DR.
9
10 10
9
4
4
4
2
2
8
16'-0" 36'-0" 17'-9" 17'-8" 36'-0"
24
6'-0
"6
'-0
"6
'-0
"6
'-0
"6
'-0
"6
'-0
"2
'-0
"
32'-5" 2'-0" 4'-4" 1'-0" 16'-0"
56
'-0
"
14
9'-9" 114'-9"
12
'-9
"
6'-0
"1
9'-6
"
3'-1" 2'-10" 10'-7"
10'-8"
14
'-2
"
5'-0"
7'-6
" X2
X2
X4
4
X5
X5
X2
X2
X2
7'-0"
12
2626 26 26 26
2626 26 26 26
2626 26 26
26
± 1
3'-4
"
± 6'-4"
39'-9"
6 1/2"
27
X2
X4
4
15'-4" 7'-4"
17'-8" 3'-4" 1'-4" 3'-4" 4" 3'-0" 2'-0"
26'-8" 3'-4" 28'-0" 3'-4"
5'-8" 3'-10"
3'-4
"1
8'-0
"
X4
X4
X1
X1
X1
1
1
21
1
28
28
29
29
29
4'-8
"
30
30
30
11
30
30
ALT BID
ALT BID
ALT BID
33
34
34
33
33
33
3535
33
33
33
555
5 5 5 5
5 5
916
16
16
16
1010
25
36
36
16
37
38
38
34
34
34
A02
A02
A02
34
A02
39
REMOVAL GENERAL NOTES:
PREPARATION FOR NEW FINISHES SHALL INCLUDE BUT NOT LIMITED TO REMOVAL OF EXISTING FINISHES, REMOVAL OF TAPES, GLUES (MASTIC), NAILS, ETC. PATCHING OF HOLES AND CRACKS TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FINISH INSTALLATION. PATCH CMU AT REMOVED CLOCKS.
A
B
C
D
E
F
ROOM NUMBERS ARE SHOWN ON THIS PLAN FOR INFORMATIONAL AND COORDINATE PURPOSES ONLY.
SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET
REMOVAL PLAN LEGEND:
ALL STRUCTURES SHOWN DASHED ON THIS PLAN SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFERENCE MEP SHEETS FOR ALL EQUIPMENT REMOVALS AND MODIFICATIONS. TIME AND METHODS SHALL BE COORDINATED WITH AND AGREED TO BY THE OWNER AND ARCHITECT. THIS SHALL INCLUDE ALL ELECTRICAL, MECHANICAL OR PLUMBING WITHIN THE REMOVED STRUCTURE. TERMINATE AND CAP MEP AS REQUIRED. DO NOT ABANDON IN PLACE UNUSED CONDUIT, PIPE, ETC. REMOVE COMPLETELY. VERIFY GENERAL CONDITIONS IN FIELD PRIOR TO BIDDING.
OWNER WILL REMOVE LOOSE FURNISHINGS AND EQUIPMENT FROM THE WORK AREA PRIOR TO START OF CONSTRUCTION.
MAINTAIN ALL EXIT DOORS AND CORRIDORS IN UNOBSTRUCTED OPERABLE CONDITION WITH SAFE PASSAGE AWAY FROM THE BUILDING. COORDINATE WITH LOCAL FIRE MARSHAL AS REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, BRACING, ETC. AS REQUIRED FOR THE WORK.
G COORDINATE REMOVAL AND PATCHING WITH MEP DRAWINGS. PATCH TO MATCH EXISTING ADJACENT CONDITIONS.
H PROVIDE FLOOR PROTECTION AS SPECIFIED.
REMOVE ITEMS NOTED WITH DASHED LINES
SYMBOL INDICATES REMOVAL OF DOOR AND FRAME UNLESS NOTED OTHERWISE
J ACCOUSTIC SPRAY CEILING TO BE ABBATED UNDER SEPERATE CONTRACT.
SYMBOL INDICATES REMOVAL CONCRETE SLAB - SEE ELETRICAL / PLUMBING / STRUCTURAL SHEETS.
K CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR ROOM SIGNAGE.
Key Plan:
HSR Project Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830
FAX: 608.782.5844
www.hsrassociates.com
BID DOCUMENTS
Consultant:
Revisions:
Graphic Scale:
VARIES
Sheet T
itle
:
Pro
ject Location:
Pro
ject T
itle
:
9/2/2020 3:56:29 PM
A091
HSR
19042
8.20.2020
FIR
ST
FL
OO
R R
EM
OV
AL
PL
AN
LA
KE
VIE
W
711 P
INE
ST
RE
ET
SP
AR
TA
, W
I 54656
SP
AR
TA
PO
LIC
E S
TA
TIO
N
1/8" = 1'-0"1FIRST FLOOR REMOVAL PLAN
KEY NOTES REMOVAL1 SEE CIVIL SHEETS FOR SITE REMOVAL REQUIREMENTS.
2 REMOVE EXISTING WALL (CMU/BRICK). PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
3 REMOVE EXISTING WALL (FRAME). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
4 EXISTING REMOVAL OF DOOR & FRAME N.I.C. (BY ABATEMENTCONTRACTOR)
5 REMOVE IN-FILL PANEL FROM EXISTING WINDOW. EXISTING FRAME,GLASS AND SILLS TO REMAIN. SEE WDO ELEVATIONS ON A601.
6 CREATE NEW OPENING IN EXISTING CMU WALL. TOOTH IN NEWMASONRY AT JAMBS.
7 REMOVE EXISTING CEILING.
8 REMOVE EXISTING PLUMBING FIXTURE - SEE PLUMBING SHEETS.
9 REMOVE EXISTING CASEWORK & BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
10 REMOVE EXISTING MECHANICAL EQUIPMENT - SEE MECHANICALSHEETS. PATCH WITH FLOORING/ LEVELER/ PATCHING TO RECEIVENEW FLOORING.
11 REMOVE EXISTING CONCRETE LOCKER BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
12 REMOVE EXISTING SLAB-ON-GRADE AS REQUIRED FOR STRUCTURALWORK - SEE STRUCUTRAL SHEETS. VCT FLOORING ADHESIVEABETMENT N.I.C. (BY ABATEMENT CONTRACTOR)
13 REMOVE EXISTING FLOORING & ADHESIVE. PREP FLOOR TO BEEXPOSED CONCRETE. (CARPET/RESILENT).
14 REMOVE EXISTING FLOORING (TILE). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
15 REMOVE EXISTING TILE WALL COVERING.
16 REMOVE EXISTING SMARTBOARD, WHITEBOARD OR BULLETIN BOARD.
17 REMOVE EXISTING TOILET PARTITIONS.
18 REMOVE EXISTING BASKETBALL HOOP & SUPPORT STRUCTURE.
19 REMOVE EXISTING TILE BASE.
20 REMOVE EXISTING WOOD PLATFORM & SUPPORT STRUCTURE.
21 REMOVE EXISTING FROST STOOP AND CONCRETE SLAB.
22 REMOVE EXISTING COLUMN.
23 REMOVE EXISTING ROOF/CANOPY SYSTEM.
24 EXISTING CASEWORK TO REMAIN.
25 REMOVE EXISTING FIRE EXTINGISHER / FIRE EXTINGISHER CABINET.
26 REMOVE EXISTING ACOUSTIC CEILING TILES FROM UNDERSIDE OFROOF STRUCTURE BETWEEN BEAMS/PURLINS.
27 REMOVE PORTION OF EXISTING SLAB FOR NEW FROST WALLCONNECTION - SEE 9A500 FOR DETAIL.
28 REMOVE EXISTING PAINT FROM WALL TO PREPARE SURFACE FOR NEWWALL TILE.
29 MECHANICALLY REMOVE EXISTING PAINT FROM FLOOR TO PREPARESURFACE FOR NEW FLOOR FINISH.
30 REMOVE SLAB-ON-GRADE AS REQUIRED FOR PLUMBING WORK - SEEPLUMBING SHEETS. VCT FLOORING ADHESIVE ABETMENT N.I.C. (BYABATEMENT CONTRACTOR)
31 ALT BID - CREATE NEW OPENING IN EXISTING CMU WALL. SALVAGEFACE BRICK. TOOTH IN NEW MASONRY AT JAMBS.
32 NOT USED.
33 EXISTING VCT FLOORING TO REMAIN. NEW FLOORING SURFACEAPPLIED OVER.
34 EXISTING CARPET REMOVAL N.I.C. (BY ABATEMENT CONTRACTOR).EXISTING VCT FLOORING UNDER CARPET TO REMAIN WITH NEWFLOORING SURFACE APPLIED OVER.
35 EXISTING VCT FLOORING REMOVAL N.I.C. (BY ABATEMENTCONTRACTOR)
36 REMOVE EXISTING CLIMBING WALL PANELS.
37 REMOVE EXISTING WINDOW AND SILL. N.I.C. (BY ABATEMENTCONTRACTOR) PREP FOR WALL INFILL.
38 REMOVE SLAB-ON-GRADE AS REQUIRED FOR ELECTRICAL WORK - SEEELECTRICAL SHEETS.
39 NOT USED.
KEY PLAN
AREAB
AREAA
NOTE REGARDING SHEFFIELD TILE:
LAKEVIEW ELEMENTARY WAS CONSTRUCTED OF ASHEFFIELF TILE FLOOR AND ROOF SYSTEM. THIS SYSTEM WAS NEW AND EXPERIMENTAL AT THE TIMEWITH SEVERAL SYSTEMS IN USE AT THE TIME. IT HASPROVEN TO BE TROUBLESOME AS IT FAILS WITHOUTWARNING DUE TO DESIGN AND CONSTRUCTION ISSUESAND THE BRITTLENESS OF THE TILES. IT IS SENSITIVE TOOVER LOADING AND CORING. THE SYSTEM HAS NO REALWAY TO SHARE LOADS AROUND OPENINGS LIKE TODAYS PRECAST PLANK HEADER SYSTEM, SO CHASES ANDLARGER OPENINGS OFTEN REQUIRE LARGER STRUCTURALFRAMED OPENINGS. THE FLOOR AND ROOF AT LAKEVIEWHAVE BEEN SURVEYED IN THE PAST AND NOTED DELFECTION HAS OCCURED IN SEVERAL ROOMS. THIS DEFLECTION HAS ENGAGED NORMALLY NON-STRUCTURALWALL INTO A BEARING CONDITION.
THE DESIGN TEAM HAS ATTENDED TO MOST OPENINGSANTICIPATED FOR FINAL CONSTRUCTION OF THERENOVAITON. IT IS RECOMMENDED THAT THE FLOORSARE NOT USED FOR STORAGE OF MATERIALS. MEANS ANDMETHODSAPPROACHES TO CORING, LOADING AND TEMPORARY CONSTRUCTION SHOULD BE REVIEWED BYTHE CONTRACTOR AND THEIR TEAM TO ASSURE THE SAFETY OF PERSONNEL AND THE STABILITY OF THE STRUCTURE.
No. Description Date
A01 ADDENDUM 1 9-1-20
A02 ADDENDUM 2 9-3-20
A02
DN
DN TTT
T
T
T
T
SPED
203
CLRM
204
CLRM
207
CORRIDOR
200
SPEECH
202
LOUNGE
201
TOILET
201A
CLRM
205
STORAGE /MECH
206ELEVATOR
E200
STAIR
S1
STAIR
S2
10 10 10 10
10 10
10
14 15
88
4
4
4
ROOF
ROOFROOF
16
16
16
16
11
4 4
202
2
2
2 89
9 9
6 6 6
9 9 9
99
8
999
99
8
9
2
110'-8"
107'-6"
10
4
6
4
4
48
25
25
10 1010
16'-0" 54'-5" 54'-0"
X2
X4
8'-0
"2
2'-0
"2
2'-0
"1
0'-0
"
10 10
X4 12
'-9
"
4'-8"
10'-0" 4'-6"5'-0"3'-0"
24'-0" 36'-0"
5'-4
"1
6'-2
"
14'-10" 2'-0" 19'-2"
1010
10
10
10
10
X2
3'-4"
10
54'-0" 5'-4" 17'-4" 3'-4" 11'-4" 2'-0" 3'-4"
3'-4
"9
'-4
"
11
'-0
"
± 9'-8"
33 33
33
33
6
5555555
5
5
5 5
5 5
5
10 10
16
9
9
34
34
34
A02A02
A02
REMOVAL GENERAL NOTES:
PREPARATION FOR NEW FINISHES SHALL INCLUDE BUT NOT LIMITED TO REMOVAL OF EXISTING FINISHES, REMOVAL OF TAPES, GLUES (MASTIC), NAILS, ETC. PATCHING OF HOLES AND CRACKS TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FINISH INSTALLATION. PATCH CMU AT REMOVED CLOCKS.
A
B
C
D
E
F
ROOM NUMBERS ARE SHOWN ON THIS PLAN FOR INFORMATIONAL AND COORDINATE PURPOSES ONLY.
SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET
REMOVAL PLAN LEGEND:
ALL STRUCTURES SHOWN DASHED ON THIS PLAN SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFERENCE MEP SHEETS FOR ALL EQUIPMENT REMOVALS AND MODIFICATIONS. TIME AND METHODS SHALL BE COORDINATED WITH AND AGREED TO BY THE OWNER AND ARCHITECT. THIS SHALL INCLUDE ALL ELECTRICAL, MECHANICAL OR PLUMBING WITHIN THE REMOVED STRUCTURE. TERMINATE AND CAP MEP AS REQUIRED. DO NOT ABANDON IN PLACE UNUSED CONDUIT, PIPE, ETC. REMOVE COMPLETELY. VERIFY GENERAL CONDITIONS IN FIELD PRIOR TO BIDDING.
OWNER WILL REMOVE LOOSE FURNISHINGS AND EQUIPMENT FROM THE WORK AREA PRIOR TO START OF CONSTRUCTION.
MAINTAIN ALL EXIT DOORS AND CORRIDORS IN UNOBSTRUCTED OPERABLE CONDITION WITH SAFE PASSAGE AWAY FROM THE BUILDING. COORDINATE WITH LOCAL FIRE MARSHAL AS REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, BRACING, ETC. AS REQUIRED FOR THE WORK.
G COORDINATE REMOVAL AND PATCHING WITH MEP DRAWINGS. PATCH TO MATCH EXISTING ADJACENT CONDITIONS.
H PROVIDE FLOOR PROTECTION AS SPECIFIED.
REMOVE ITEMS NOTED WITH DASHED LINES
SYMBOL INDICATES REMOVAL OF DOOR AND FRAME UNLESS NOTED OTHERWISE
J ACCOUSTIC SPRAY CEILING TO BE ABBATED UNDER SEPERATE CONTRACT.
SYMBOL INDICATES REMOVAL CONCRETE SLAB - SEE ELETRICAL / PLUMBING / STRUCTURAL SHEETS.
K CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR ROOM SIGNAGE.
Key Plan:
HSR Project Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
www.hsrassociates.com
BID DOCUMENTS
Consultant:
Revisions:
Graphic Scale:
VARIES
Sheet T
itle
:
Pro
ject Location:
Pro
ject T
itle
:
9/2/2020 3:56:30 PM
A092
HSR
19042
8.20.2020
SE
CO
ND
FL
OO
R R
EM
OV
AL
PL
AN
LA
KE
VIE
W
711 P
INE
ST
RE
ET
SP
AR
TA
, W
I 54656
SP
AR
TA
PO
LIC
E S
TA
TIO
N
1/8" = 1'-0"1SECOND FLOOR REMOVAL PLAN
KEY NOTES REMOVAL1 SEE CIVIL SHEETS FOR SITE REMOVAL REQUIREMENTS.
2 REMOVE EXISTING WALL (CMU/BRICK). PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
3 REMOVE EXISTING WALL (FRAME). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
4 EXISTING REMOVAL OF DOOR & FRAME N.I.C. (BY ABATEMENTCONTRACTOR)
5 REMOVE IN-FILL PANEL FROM EXISTING WINDOW. EXISTING FRAME,GLASS AND SILLS TO REMAIN. SEE WDO ELEVATIONS ON A601.
6 CREATE NEW OPENING IN EXISTING CMU WALL. TOOTH IN NEWMASONRY AT JAMBS.
7 REMOVE EXISTING CEILING.
8 REMOVE EXISTING PLUMBING FIXTURE - SEE PLUMBING SHEETS.
9 REMOVE EXISTING CASEWORK & BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
10 REMOVE EXISTING MECHANICAL EQUIPMENT - SEE MECHANICALSHEETS. PATCH WITH FLOORING/ LEVELER/ PATCHING TO RECEIVENEW FLOORING.
11 REMOVE EXISTING CONCRETE LOCKER BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
12 REMOVE EXISTING SLAB-ON-GRADE AS REQUIRED FOR STRUCTURALWORK - SEE STRUCUTRAL SHEETS. VCT FLOORING ADHESIVEABETMENT N.I.C. (BY ABATEMENT CONTRACTOR)
13 REMOVE EXISTING FLOORING & ADHESIVE. PREP FLOOR TO BEEXPOSED CONCRETE. (CARPET/RESILENT).
14 REMOVE EXISTING FLOORING (TILE). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
15 REMOVE EXISTING TILE WALL COVERING.
16 REMOVE EXISTING SMARTBOARD, WHITEBOARD OR BULLETIN BOARD.
17 REMOVE EXISTING TOILET PARTITIONS.
18 REMOVE EXISTING BASKETBALL HOOP & SUPPORT STRUCTURE.
19 REMOVE EXISTING TILE BASE.
20 REMOVE EXISTING WOOD PLATFORM & SUPPORT STRUCTURE.
21 REMOVE EXISTING FROST STOOP AND CONCRETE SLAB.
22 REMOVE EXISTING COLUMN.
23 REMOVE EXISTING ROOF/CANOPY SYSTEM.
24 EXISTING CASEWORK TO REMAIN.
25 REMOVE EXISTING FIRE EXTINGISHER / FIRE EXTINGISHER CABINET.
26 REMOVE EXISTING ACOUSTIC CEILING TILES FROM UNDERSIDE OFROOF STRUCTURE BETWEEN BEAMS/PURLINS.
27 REMOVE PORTION OF EXISTING SLAB FOR NEW FROST WALLCONNECTION - SEE 9A500 FOR DETAIL.
28 REMOVE EXISTING PAINT FROM WALL TO PREPARE SURFACE FOR NEWWALL TILE.
29 MECHANICALLY REMOVE EXISTING PAINT FROM FLOOR TO PREPARESURFACE FOR NEW FLOOR FINISH.
30 REMOVE SLAB-ON-GRADE AS REQUIRED FOR PLUMBING WORK - SEEPLUMBING SHEETS. VCT FLOORING ADHESIVE ABETMENT N.I.C. (BYABATEMENT CONTRACTOR)
31 ALT BID - CREATE NEW OPENING IN EXISTING CMU WALL. SALVAGEFACE BRICK. TOOTH IN NEW MASONRY AT JAMBS.
32 NOT USED.
33 EXISTING VCT FLOORING TO REMAIN. NEW FLOORING SURFACEAPPLIED OVER.
34 EXISTING CARPET REMOVAL N.I.C. (BY ABATEMENT CONTRACTOR).EXISTING VCT FLOORING UNDER CARPET TO REMAIN WITH NEWFLOORING SURFACE APPLIED OVER.
35 EXISTING VCT FLOORING REMOVAL N.I.C. (BY ABATEMENTCONTRACTOR)
36 REMOVE EXISTING CLIMBING WALL PANELS.
37 REMOVE EXISTING WINDOW AND SILL. N.I.C. (BY ABATEMENTCONTRACTOR) PREP FOR WALL INFILL.
38 REMOVE SLAB-ON-GRADE AS REQUIRED FOR ELECTRICAL WORK - SEEELECTRICAL SHEETS.
39 NOT USED.
KEY PLAN
AREAB
AREAA
NOTE REGARDING SHEFFIELD TILE:
LAKEVIEW ELEMENTARY WAS CONSTRUCTED OF ASHEFFIELF TILE FLOOR AND ROOF SYSTEM. THIS SYSTEM WAS NEW AND EXPERIMENTAL AT THE TIMEWITH SEVERAL SYSTEMS IN USE AT THE TIME. IT HASPROVEN TO BE TROUBLESOME AS IT FAILS WITHOUTWARNING DUE TO DESIGN AND CONSTRUCTION ISSUESAND THE BRITTLENESS OF THE TILES. IT IS SENSITIVE TOOVER LOADING AND CORING. THE SYSTEM HAS NO REALWAY TO SHARE LOADS AROUND OPENINGS LIKE TODAYS PRECAST PLANK HEADER SYSTEM, SO CHASES ANDLARGER OPENINGS OFTEN REQUIRE LARGER STRUCTURALFRAMED OPENINGS. THE FLOOR AND ROOF AT LAKEVIEWHAVE BEEN SURVEYED IN THE PAST AND NOTED DELFECTION HAS OCCURED IN SEVERAL ROOMS. THIS DEFLECTION HAS ENGAGED NORMALLY NON-STRUCTURALWALL INTO A BEARING CONDITION.
THE DESIGN TEAM HAS ATTENDED TO MOST OPENINGSANTICIPATED FOR FINAL CONSTRUCTION OF THERENOVAITON. IT IS RECOMMENDED THAT THE FLOORSARE NOT USED FOR STORAGE OF MATERIALS. MEANS ANDMETHODSAPPROACHES TO CORING, LOADING AND TEMPORARY CONSTRUCTION SHOULD BE REVIEWED BYTHE CONTRACTOR AND THEIR TEAM TO ASSURE THE SAFETY OF PERSONNEL AND THE STABILITY OF THE STRUCTURE.
No. Description Date
A02 ADDENDUM 2 9-3-20
GM
BENCHMARK #1ELEV=787.48
BENCHMARK #2ELEV=792.84
S 89°50'31" E 461.23'
S 00°4
9'01"
E13
7.52
'
S 88°55'26" W 126.16'
S 21
°30'3
4" W
31.5
4'
S 02°
44'4
2" E
125.
28'
S 89°38'23" E 72.26'
S 62°01'02" E
N 0
0°4
3'52
" W
S 01
°54'
54"
W66
.96'
N 89°49'52" W 112.53'
S 89°45'14" E 327.04'
UM
UM
66'
33' 33'
66'
33'
33'
CSM VOL. 29, PG. 37LOT 10
DOC #560007
DOC #583669
OUTLOT 19
ASSESSOR'S SUBDIVISIONOF THE CITY OF SPARTA
35' WIDE WATERMAIN EASEMENTPER DOC. NO. 583669
APPROX. 40 LINE
APP
ROX
. WES
T LI
NE
OF
THE
SE1/
4
SW1/4 - SE1/4
OUTLOT 31BENCHMARK #3ELEV=792.43
716.
37'
N 0
1°14
'25"
E84
5.26
' SW CORNER LOT 12,CSM VOL. 29, PG. 37
CSM VOL. 29, PG. 37LOT 12
N 0
0°46
'00"
W16
0.06
'
MEANDERCORNER
GARAGEADDITION
F.F.E.=792.08
FUTUREADDITION
CO#1 CO#2
GENERAL NOTES:
UTILITY LEGEND:
UTILITY DISCLAIMER:
0 30.0301 60.0602
BENCH MARK:BENCHMARK #1
BENCHMARK #2
BENCHMARK #3
Key Plan:
Shee
t Titl
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Proj
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ion:
Proj
ect T
itle:
HSR Project Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
WEB SITE:www.hsrassociates.com
Consultant:
Revisions:
Graphic Scale:
1"=30'
08/20/2020
JJL
711
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TSP
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56
19042
08-20-2020
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TATI
ON
Civil Engineering
4941 Kirschling CourtStevens Point, WI 54481
Landscape Architecture
715.344.9999(Ph)
Land Surveying
715.344.9922(Fx)
Point Beginningof
C400
UTIL
ITY
PLAN
CO#1 CO#2
CLEAN OUT SCHEDULE:STORM SEWER
PIPE INSULATION
ADDENDUM #2 09/03/2020
Revisions:No. Description Date1
1