W911SA22B2012 Attachment 1 100 Percent Plans.pdf

PDF 16 MB Posted Jul 21, 2022

Attached to: Building 6158 Exterior Repair Project Federal contract opportunity
Solicitation number: W911SA22B2012
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction solicitation. The Fort McCoy DPW is seeking to repair the exterior of Building 6158 at Fort McCoy, Wisconsin to comply with ADA standards. Contractors should review the attached Invitation for Bid and Statement of Work documents for requirements. The solicitation number is W911SA22B2012 and is being issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy. The opportunity type is for a solicitation to complete exterior repair work on the specified building to modify it for ADA compliance.

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Other files for this federal contract opportunity

Other files attached to Building 6158 Exterior Repair Project, newest first.
File	Type	Posted
W911SA22B2012 Corrected Abstract on 6-SEP-22 (OF 1419).pdf	PDF	Sep 7, 2022
W911SA22B2012 Abstract (OF 1419).pdf	PDF	Aug 29, 2022
W911SA22B2012 IFB.pdf	PDF	Jul 21, 2022
W911SA22B2012 Attachment 2 ATOPSEC.pdf	PDF	Jul 21, 2022
W911SA22B2012 Attachment 5 SOW.pdf	PDF	Jul 21, 2022
W911SA22B2012 Attachment 3 Wage Determination.pdf	PDF	Jul 21, 2022
W911SA22B2012 Attachment 4 SF24.pdf	PDF	Jul 21, 2022

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G0.1

C O

V E

H E

E T

I N

D E

S E

P H

J R

Fort McCoy, Wisconsin

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS, LICENSES AND

CERTIFICATIONS NEEDED TO PERFORM THE WORK AT THE CONTRACTOR'S

EXPENSE.

2. ALL EQUIPMENT INSTALLATIONS MUST BE IN ACCORDANCE WITH THE

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS.

3. CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE WITH THE MOST

RECENT EDITION OF EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

(2014 EDITION)

4. CONTRACTOR SHALL OBTAIN SPECIFIC UTILITY REQUIREMENTS FOR EACH

UTILITY. EACH UTILITY MAY REQUIRE ADDITIONAL ADVANCE NOTIFICATION.

5. CONTRACTOR IS RESPONSIBLE TO OBTAIN UTILITY LOCATES PRIOR TO THE

START OF EXCAVATION OPERATIONS AND MAINTAIN UTILITY MARKINGS DURING

CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING SITE CONDITIONS.

GOVERNMENT INFORMATION, DATA AND DRAWINGS ARE FOR REFERENCE ONLY,

NOT FOR CONSTRUCTION, AND DO NOT CONTAIN ALL EXISTING UTILITIES AND

SITE CONDITIONS. CONTRACTOR MUST NOT REPLY UPON GOVERNMENT

INFORMATION, DATA AND DRAWINGS AS SUBSTITUTE FOR CONTRACTOR

VERIFICATION.

7. SCALES SHOWN APPLY ONLY WHEN DRAWINGS ARE PRINTED ON 22" X 34"

PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" X 17" PAPER.

8. ALL MATERIALS, LABOR, EQUIPMENT AND WORK MUST BE IN ACCORDANCE WITH

SPECIFICATIONS, STANDARDIZED CONSTRUCTION METHODS AND PRACTICES,

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS, AND ALL

FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUES, AND CODES.

9. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO COR WITHIN

THREE DAYS OF DISCOVERING DISCREPANCIES BETWEEN EXISTING SITE

CONDITIONS, DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. THE

CONTRACTOR MUST PROVIDE A WRITTEN REQUEST FOR CLARIFICATION TO

ADDRESS EACH DISCREPANCY.

10. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S CONSTRUCTION

PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A WRITTEN

REQUEST TO COR A MINIMUM OF SEVEN CALENDAR DAYS PRIOR TO THE START OF

CONSTRUCTION FOR APPROVAL OF ANY DEVIATIONS FROM STANDARDIZED

CONSTRUCTION PRACTICES, MEANS AND METHODS WHETHER STATED OR IMPLIED ON

DRAWINGS AND IN SPECIFICATIONS.

11. MECHANICAL AND ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. CROSS-REFERENCE

ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS TO ASSURE COORDINATION OF LOCATIONS, SIZES, AND MATERIALS.

12. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND

ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL AT THESE

BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTINGUISHER

CABINETS, DUCTS, PIPING, AND ALL OTHER RECESSES.

13. WOOD USED AT ROOF AREAS AND ROOF EDGES SHALL BE WEATHER-TREATED - UNO.

14. MAINTAIN BUILDING FIRE EXITS DURING CONSTRUCTION.

15. EQUIPMENT, MATERIALS AND MANUFACTURERS LISTED IN THESE DRAWINGS MAY BE

SUBSTITUTED FOR EQUAL PRODUCTS IN COMPLIANCE WITH SPECIFICATIONS AND

FEDERAL PURCHASING REQUIREMENTS.

R E

P A

X T

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I O

B U

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REPAIR EXTERIOR

BUILDING 6158

F O

M c C

O Y

O U

V E

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

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F O

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I S

C O

N S

I N

AutoCAD SHX Text

SHEET INDEX TABLE

AutoCAD SHX Text Sheet #

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text G0.1

AutoCAD SHX Text

COVER SHEET / INDEX

AutoCAD SHX Text A0.1

AutoCAD SHX Text

ARCHITECTURAL NOTES AND SYMBOLS

AutoCAD SHX Text A1.1

AutoCAD SHX Text

DEMO AND NEW FLOOR PLANS

AutoCAD SHX Text A1.2

AutoCAD SHX Text

EXTERIOR ELEVATIONS - DEMOLITION

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A1.3

AutoCAD SHX Text

EXTERIOR ELEVATIONS AND DETAILS

AutoCAD SHX Text G0.2

AutoCAD SHX Text

LOCATION AND GENERAL NOTES

AutoCAD SHX Text C1.1

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text C1.2

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text C1.3

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text C1.4

AutoCAD SHX Text

GRADING PLAN AND EROSION CONTROL PLAN

AutoCAD SHX Text C1.5

AutoCAD SHX Text

ENLARGED GRADING PLAN

AutoCAD SHX Text C1.6

AutoCAD SHX Text

STREET PLAN

AutoCAD SHX Text C5.1

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text C5.2

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text C5.3

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text C5.4

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text E1.0

AutoCAD SHX Text

ELECTRICAL DEMO PLAN

AutoCAD SHX Text E1.1

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text L100

AutoCAD SHX Text

LANDSCAPE SITE PLAN, PLANT SCHEDULE AND NOTES

AutoCAD SHX Text L101

AutoCAD SHX Text

LANDSCAPE PLANTING PLAN AT BUILDING AND DETAILS

AutoCAD SHX Text S1.0

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text S2.1

AutoCAD SHX Text

TYPICAL STRUCTURAL DETAILS

AutoCAD SHX Text S2.2

AutoCAD SHX Text

PATIO FOUNDATION AND FOUNDATION INFILL DETAILS

AutoCAD SHX Text C1.7

AutoCAD SHX Text

PROFILES

AutoCAD SHX Text S0.1

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

AutoCAD SHX Text M1.0

AutoCAD SHX Text

MECHANICAL SITE PLAN

FALLS

SPARTA

LYME

LAFAYETTE

ANGELO

GREENFIELD

ADRIAN

LINCOLN

McCOY

FORT

MILITARY

RESERVATION

Sparta

McCoyFort

Angelo

Kirby

Tunnel City27

94S

Q I

A T M

1 6

Cataract

Cr.

Sparta Cr.

Be av er C r.

Cr.

StillwellCr.

Tarr

Silver

Cr.

La C ro ss e

Squaw

Cr.

Sp en ce r

Cr.

Soper

Cr.

Dus tin

Cr.Rathbone

Dell Hazel

Wood Alder

Tomah L.

ley

Bai

Le m on w ei r

RIVER ST. TRAIL

ELROY

SPARTA

LOCATION MAP

GENERAL NOTES

F O

V E

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

R E

P A

E R

I O

B U

I L D

I N

G0.2

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

Horz Scale: 1:30

EXISTING SITE PLAN

E X

I S

T I N

I T

L A

E D

D M

R E

P A

E R

I O

B U

I L D

I N

C1.1

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

M O

V A

L A

R E

P A

E R

I O

B U

I L D

I N

C1.2

C M

Horz Scale: 1:30

REMOVAL PLAN

885.00

882.41

885.20

883.30

-6.65%

1+00

2+00

3+00

4+00 5+00

6+00

8+31

20+00

21+00

22+00

23+00

23+70

PROPOSED CULVERT

20.0' OF 12" HDPE @ 1.00%

PROPOSED CULVERT

89.0' OF 18" RCP @ 1.00%

PROPOSED SITE PLAN

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

P R

O P

O S

L A

E D

D M

R E

P A

E R

I O

B U

I L D

I N

C1.3

C M

TYP

891892893894

888 88

885.00

882.41

885.20

883.30

1+00

2+00

3+00

4+00 5+00

6+00

8+31

20+00

21+00

22+00

23+00

23+70

882 883 884882

-1.8%

-6.7%

-4.2%

-5 .4

-8

0.5%

-2.2%

-1 .8

-3.0:1

VARIES

-1 :3

-1:3.00

-1 :3

VARIES

-5.2%

-14.1%

-2 .3

-3.8%

-8.7%-4 .3

-4 .4

VARIES

-1.1%

-4 .8

-1.0%

-1.5%

897.94

898.45

898.39

898.10

890.24

888.56

888.07887.84

887.01

886.54

886.36

888.36

887.65

887.01

888.19

887.97 887.88

886.53

886.24

887.15

899.53

889.96

898.92

887.20

Horz Scale: 1:30

GRADING PLAN AND EROSION CONTRL PLAN

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

R E

P A

E R

I O

B U

I L D

I N

C1.4

SHEET

C1.5

5+00

6+00

897.30

898.27

899.01

899.54

898.02

898.82

899.66 900.00

900.00

899.68

899.50

899.52

899.60

900.00 900.00

899.81

899.27

899.34

899.66

899.51

899.66

899.16

899.66

898.77

899.50

898.82

898.63

899.10

899.02

899.00

899.10

899.71

899.52

899.60 899.02

899.10

-2 .1

-2 .2

-5.0% -1.5%

-4.3%

-1.5%

-4.0%

-1.8%

-8 .1

-1 .8

VARIES

-5.2%

-14.1%

-2 .3

-3.8%

-8.7%

-4 .3

VARIES

-1.1%

-4 .8

-1.5%

897.94

898.45

898.39

898.10

899.53

898.92

Horz Scale: 1:30

ENLARGED GRADING PLAN

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

R E

P A

E R

I O

B U

I L D

I N

C1.5

-6.65%

STREET PLAN

R E

P A

E R

I O

B U

I L D

I N

C1.6

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

Exaggeration : 10

I S

+7 0.

I E L

VCL = 45.37

K = 14.00

I S

+8 2.

I E L

VCL = 56.87

K = 14.00

0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50

Exaggeration : 10

19+50 20+00 21+00 22+00 23+00 24+00

Horz Scale: 1:30 Vert Scale 1" = 4'

PROFILE - WISCONSIN AVENUE

Horz Scale: 1:30 Vert Scale 1" = 4'

PROFILE - H CIRCLE

R E

P A

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I O

B U

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I N

C1.7

F O

O Y

D I R

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T O

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U B

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

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F O

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C O

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ROCK TRACKING PAD

SILT FENCE

TEMPORARY DITCH CHECK (BIO ROLL)

EROSION MAT AND SOD

R E

P A

E R

I O

B U

I L D

I N

C5.1

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

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C O

N S

³ ³

CLASS "B" BEDDING

DOWNSPOUT PIPING DISCHARGE DETAIL

TRAFFIC SIGNAGE

SIDEWALK CONCRETE

R E

P A

E R

I O

B U

I L D

I N

C5.2

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

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I S

C O

N S

I N

THICKENED EDGE SIDEWALK

STA 1+26 - 1+93

FINISHED TYPICAL SECTION - H CIRCLE

STA 1+93 - 4+70

FINISHED TYPICAL SECTION - H CIRCLE

STA 6+18 - 8+02

FINISHED TYPICAL SECTION - H CIRCLE

R E

P A

E R

I O

B U

I L D

I N

C5.3

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

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C O

N S

STA 20+00 - 23+70

FINISHED TYPICAL SECTION - WISCONSIN AVE

R E

P A

E R

I O

B U

I L D

I N

C5.4

F O

O Y

D I R

E C

T O

R A

U B

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

STA 4+70 - 6+18

FINISHED TYPICAL SECTION - CIRCLE H PARKING LOT

(8) UM

(2) Pb

(3) Ps

(3) Ep

L100

PLANTING NOTES

1. EXISTING TREES FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS

NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED.

QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL.

2. THE LAYOUT OF ALL PLANTING BEDS AND INDIVIDUAL TREES SHALL BE STAKED

BY THE CONTRACTOR IN ADVANCE OF INSTALLATION. FLAGGING, STAKES, OR

PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS.

THE LANDSCAPE ARCHITECT WILL REVIEW THESE LOCATIONS WITH THE

CONTRACTOR AND MAKE MINOR ADJUSTMENTS AS NECESSARY. BED LAYOUT

SHALL ALSO INCLUDE PERENNIAL GROUPINGS BY SPECIES.

3. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE

PLANT MATERIAL QUANTITIES REQUIRED BY THE LANDSCAPE PLANS. REPORT

ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT.

4. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS AS APPROPRIATE AND/OR AS

DIRECTED BY LANDSCAPE ARCHITECT AND STOCKPILE FOR REUSE IN LOCATION

APPROVED BY OWNER.

5. AREAS UNDER PLANTING BEDS SHALL NOT CONTAIN COMPACTED AGGREGATE

TO ALLOW FOR PROPER DRAINAGE AND GROWTH OF PLANT MATERIAL.

REMOVE AGGREGATE AND PERFORM SUBSOILING AS NECESSARY TO OBTAIN

LOOSE, FREE DRAINING SUBGRADE BELOW PLANTING BEDS. UNDESIRABLE

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE

ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN

ALL AREAS.

6. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIONS AND COMPACTION ARE

ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION

SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND

SUBSURFACE DRAINAGE IN ALL AREAS.

7. ALL SEED & SOD AREAS SHALL RECEIVE A MINIMUM OF 4” DEPTH OF TOPSOIL.

8. ALL PLANTING BEDS SHALL RECEIVE 18” DEPTH OF PREPARED SOIL.

9. SEED AND PLUG PLANTING SHALL OCCUR IN DESIGNATED PLANTING WINDOWS,

SEE SPECIFICATIONS.

10. PAINT OR STAKE LIMITS OF SEEDING FOR REVIEW BY LANDSCAPE ARCHITECT &

OWNER PRIOR TO SEEDING.

11. NEW SEEDED AREAS TO BE TREATED WITH HERBICIDE TO KILL ALL EXISTING

GROUNDCOVER. THERE SHALL BE A MINIMUM OF TWO (2) APPLICATIONS

SEPARATED BY 10 DAYS. IF ALL EXISTING GROUNDCOVER VEGETATION IS NOT

KILLED WITHIN 10 DAYS OF 2ND APPLICATION, A 3RD APPLICATION IS REQUIRED.

12. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER.

13. ALL PLANTING BEDS SHALL HAVE A SHOVEL CUT EDGE, UNLESS OTHERWISE

SPECIFIED.

14. ALL PLANTING BEDS SHALL BE MULCHED WITH 3” DEEP ROUNDED RIVER ROCK,

1 12" DIAMETER, MULCH PER PLANTING DETAILS. MULCH SHALL BE CONSIDERED

INCIDENTAL TO PLANT MATERIALS.

15. ALL TREES SHALL BE MULCHED WITH 3" DEEP TWICE SHREDDED HARDWOOD

MULCH PER PLANTING DETAILS. MULCH SHALL BE CONSIDERED INCIDENTAL TO

PLANT MATERIALS.

16. LAWN SEED SHALL BE ESTABLISHED BY THE CONTRACTOR TO A DENSE, GREEN

CONSISTENT LAWN VOID OF ANY BARE OR PATCHY AREAS LARGER THAN 3” X 3”.

17. SEED PRIOR TO OCT. 15. IF SEEDED AFTER OCT. 15, MAINTAIN AND ESTABLISH

LAWN UNTIL SPRING REVIEW.

18. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL BY

THE LANDSCAPE ARCHITECT. ALL PLANT MATERIAL AND SEED SHALL BE

PROVIDED FROM A NURSERY (WITHIN 200 MILES) WITH A SIMILAR PLANT

HARDINESS ZONE AS PROJECT LOCATION.

19. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY

INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF

VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EVERGREEN TREES BOTANICAL / COMMON NAME SIZE QTY

Picea glauca densata / Black Hills Spruce 8` TALL 9

Pinus sylvestris / Scotch Pine 8` TALL 9

DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE QTY

Acer rubrum `Armstrong` / Armstrong Red Maple 2" CAL 6

Ulmus x 'Morton' TM / Accolade Elm 3" CAL 14

SHRUBS BOTANICAL / COMMON NAME SIZE QTY

Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal. 13

Physocarpus opulifolius `Nanus` / Dwarf Ninebark 5 gal. 11

ORNAMENTAL GRASS BOTANICAL / COMMON NAME SIZE QTY

Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass 1 gal. 28

Panicum virgatum / Switch Grass 1 gal. 4

Sporobolus heterolepis / Prairie Dropseed 1 gal. 59

PERENNIAL BOTANICAL / COMMON NAME SIZE QTY

Asclepias tuberosa / Butterfly Milkweed 1 gal. 16

Coreopsis lanceolata / Lanceleaf Tickseed 1 gal. 15

Echinacea pallida / Pale Purple Coneflower 1 gal. 36

Liatris spicata / Spike Gayfeather 1 gal. 30

Onoclea sensibilis / Sensitive Fern 1 gal. 38

Rudbeckia fulgida sullivantii 'Goldsturm' / Goldsturm Coneflower 1 gal. 21

PLANT SCHEDULE

LAWN 68,249 sf

Seeded

CONCEPT PLANT SCHEDULE

(6) UM

(3) Ps

(2) Pb

(2) Ps

(3) Pb

(6) ACE ARM

SEE SHEET L101 FOR

PLANTING PLAN AT

BUILDING

(2) Ps

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AutoCAD SHX Text

BUILDING NO. 6158

AutoCAD SHX Text S K A T E P A R K

AutoCAD SHX Text B A S K E T B A L L C O U R T

AutoCAD SHX Text R

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 02/25/2022

AutoCAD SHX Text

(3) Ep

L101

PERENNIAL PLANTING DETAIL

1" = 1'-0"

PERENNIAL PLANTING

3" MULCH

FINISHED GRADE TOP OF MULCH

HAND LOOSEN AND PULL ROOTS

OUT OF CONTAINER MATERIAL TO

PREVENT PLANT FROM BECOMING

ROOT BOUND

PLANTING MIX

SUBGRADE

1'-6" MIN.

3293-01

SCARIFY 4" AND RECOMPACT

SUBGRADE

SHRUB PLANTING

PRUNE ONLY TO REMOVE DEAD

OR BROKEN BRANCHES

3" MULCH

PLANTING MIXTURE

REMOVE ALL TWINE, ROPE,

WIRE, BURLAP AND PLASTIC

WRAP FROM TOP HALF OF ROOT

BALL

HAND LOOSEN AND PULL ROOTS

OUT OF CONTAINER MATERIAL

TO PREVENT PLANT FROM

BECOMING ROOT BOUND

BALLED

AND

BURLAPPED

BARE ROOT

CONTAINER

BOTTOM OF ROOT FLARE FLUSH

WITH FINISHED GRADE

SHRUB PLANTING

1/2" = 1'-0"

329333-04

PLANT SPACING DETAIL

1/2" = 1'-0"

SHRUB OR PERENNIAL

(*) = SPECIFIED PLANT SPACING PER PLANTING LIST

3293-02

TRENCHED EDGE DETAIL

N.T.S.

TURF

FINISHED GRADE

STRAIGHT, CLEAN CUT

THROUGH GRASS

MULCH BED

45° ANGLE CUT BACK TO

FINISHED GRADE OF

MULCH BED

329413.23-02

TREE WITH STRONG CENTRAL LEADER (DO NOT CUT LEADER)

PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES.

TREE STAKING (ONLY 1 OF 3 @ 120 DEG. SHOWN FOR CLARITY).

STEEL STAKES & FLEXIBLE GUYING MATERIAL. FLAG GUYS FOR

SAFETY

TREE WRAP TO FIRST BRANCH (MAPLES AND OTHER THIN

BARKED DECIDUOUS TREES). PLACE WRAP IN LATE FALL AND

REMOVE EARLY SPRING.

4' X 4" A.M. LEONARD RIGID PLASTIC MESH TREE GUARD, BG48

TREE WATERING BAG. INSTALL SAME DAY TREE IS PLANTED.

BAG SHALL BE FILLED ONCE PER WEEK THROUGH THE

MAINTENANCE PERIOD.

CROWN OF ROOT BALL 1" ABOVE FINISHED GRADE LEAVING

TRUNK FLARE VISIBLE AT TOP OF ROOT BALL.

3" DEEP MULCH IN 6'-0" DIAMETER RING. DO NOT PLACE

MULCH IN CONTACT WITH TREE TRUNK. NO MOUNDING.

PROVIDE MULCH WEEDING A MINIMUM OF ONCE PER MONTH,

OR AS NEEDED TO PREVENT WEED ESTABLISHMENT,

THROUGH MAINTENANCE PERIOD.

ROUGHEN EDGES OF PLANTING PIT.

PLANTING MIXTURE BACKFILL TAMP PLANTING MIX AROUND

BASE TO STABILIZE TREE

REMOVE ALL TWINE, ROPE, WIRE, BURLAP AND PLASTIC WRAP

FROM TOP HALF OF ROOT BALL. IF WIRE BASKET, CUT IN (4)

PLACES AROUND THE ROOT BALL AND FOLD DOWN 8" INTO

PLANTING PIT.

ROOT BALL ON UNEXCAVATED OR COMPACTED PEDESTAL

TO PREVENT SETTLING

TREE PLANTING

1/4" = 1'-0"

329343-01

TREE PLANTING ON SLOPE

3/8" = 1'-0"

COMPACTED TOPSOIL SAUCER, DO

NOT EXCEED ANGLE OF REPOSE

SET ROOT COLLAR FLUSH WITH

SLOPE GRADE

3" DEEP SHREDDED

HARDWOOD MULCH

PLANTING MIXTURE

ROOT BALL

SEE PLANTING DETAIL

329343-02

NORTH

(6) Sh

(4) Ck

(7) Ls

(3) PHY NAN

(16) Sh

(7) Ep

(3) Ck

(3) Ls

(3) DIE LON

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(3) Ep

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(3) Ck

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(3) Ck

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(4) At

(3) Rg

(5) Cl

(4) Rg

(3) Cl

(4) At

AutoCAD SHX Text

BUILDING NO. 6158

AutoCAD SHX Text R

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 02/25/2022

AutoCAD SHX Text

A0.1

C H

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

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P l o t d a t e

M A

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DPW

FORT MCCOY, WI

SHEET of

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F O

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C O

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ROOM NAME ROOM NUMBER

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REVISION TAG WITH CLOUD

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T. MASONRY

AutoCAD SHX Text 114'-0"

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ARCHITECTURE STANDARD SYMBOLS LEGEND

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WORK/CONTROL POINT

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MATCH LINE

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AutoCAD SHX Text A400

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BUILDING SECTION CUT

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WALL SECTION CUT

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DETAIL CUT

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DETAIL AREA

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EXTERIOR ELEVATIONS

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INTERIOR ELEVATIONS

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WALL TYPES

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KEY NOTE

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VERTICAL HEIGHT IDENTIFIER

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ROOM OPENING NUMBER

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ENLARGED PLAN

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OVERHEAD

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HIDDEN BELOW

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EXISTING DOOR TO BE DEMOLISHED, EXISTING FRAME TO REMAIN

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EXISTING DOOR TO BE DEMOLISHED

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NEW DOOR

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WINDOW TYPE

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MATCH LINE

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SEE A1.0

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NORTH ARROW

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AutoCAD SHX Text A400

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%%UCONSTRUCTION GRID

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SWITCH

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SHEET

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STAINLESS STEEL

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SLAB ON GRADE

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SPRINKLER HEAD

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SOUTH OR SINK

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SOAP DISPENSER

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SEAMLESS RESILIENT FLOOR

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SERVICE SINK

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SQUARE FOOT

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REINFORCED CONCRETE PIPE

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SANITARY NAPKIN DISPOSAL UNIT

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RUBBER TILE OR TREAD

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ROUGH SLAB

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RECESSED ENTRY MAT

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REINFORCED CONCRETE

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REINFORCED(ING)

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REFRIGERATOR

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RAIN WATER LEADER

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RADIATION RADIATOR

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ROUGH OPENING

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RISER OR RADIUS

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STORAGE

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STRUCTURAL

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SUSPENDED

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SUPPLY AIR

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STANDARD

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SIMILAR

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SQUARE

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SECTION

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SEALANT

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SEALER

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SCHEDULE

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SHELVING

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RUBBER

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RETURN AIR

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RESILIENT

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REQUIRED

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REDWOOD

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RECESSED

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ROOF DRAIN

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RIGHT HAND

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ROOF VENT

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QUARRY TILE

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STEEL

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ROOM

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PREFINISHED

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PROJECTION

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PAVEMENT

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PRECAST

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& RECEPTOR

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POLISHED

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PORTLAND CEMENT

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PLYWOOD

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PLASTIC LAMINATE

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PLATE

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PLUMBING

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PLATE GLASS

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PERFORATED

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PLASTER

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PEG BOARD

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PANEL OR PANELING

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PAPER TOWEL DISPENSER

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PARTITION

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PAINT

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EPOXY PAINT

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CONCRETE MASONRY UNIT

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CMU

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AFF

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ALT

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ADJ

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BOT

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BFE

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CIP

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CPT

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CLG

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COL

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CFM

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CUH

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DET

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EWY

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EWC

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ENT

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FIN

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FHS

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FIXT

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FDN

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BCMU

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BLK

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ACOUST

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ARCH

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APPROX

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ANCH

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CAB

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CEM

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CIRC

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C TO C

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C BLK

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CONST

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CONT

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CONTR

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CONV

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CORR

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CMP

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DPG

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DEPT

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DISP

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DKG

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ELEC

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EQUIP

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ENAM

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FLRG

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FFAS

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FRMG

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STOR

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SUSP

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SLNT

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RCP

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RAD

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SIM

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RDWD

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PVMT

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POL

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PLYWD

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PLAM

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PLBG

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PL GL

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PERF

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PLAS

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PNL

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PART

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OHM

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OVERALL

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NUMBER

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OPENING

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NIC

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MULL

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MOUNTING

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MULLION

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MLDG

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MOULDING

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MISC

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MISCELLANEOUS

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MIR

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INSIDE DIAMETER

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HYDRANT

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HYD

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INCH

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HOUR

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HOLLOW METAL

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HORIZONTAL

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HORIZ

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HANDICAPPED

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HARDENER

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HIGH POINT

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HEIGHT

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HDWD

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HARDWOOD

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HAND RAIL

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HAND SET

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HARDWARE

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HDW

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HARDBOARD

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HDBD

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GYP BD

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GYPSUM BOARD

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HAND DRYER

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GRAVITY ROOF VENTILATOR

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GRV

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GCMU

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GLAZED CONCRETE MASONRY UNIT

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GRAB BAR

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GRADE

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GL BLK

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GLASS BLOCK

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GLASS OR GLAZING

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GENERAL

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GEN

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GENERAL CONTRACTOR

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GAS

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GAUGE

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GALVANIZED IRON

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GALV

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GALVANIZED

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GPM

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GALLONS PER MINUTE

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FRAME

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FRESH AIR

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FULL SIZE

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FRAMING

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FURRING

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FOUNDATION

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FOOTING

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FOOT, FEET

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FIRE EXTINGUISHER

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FIXTURE

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FLAT HEAD SCREW

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FLOOR FINISH AS SCHEDULE

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FLOOR DRAIN

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FINISH

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FIRE RATED

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FACE BRICK

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FLOORING

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ELEVATOR

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ENAMEL

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ENTRANCE

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EQUIPMENT

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EQUAL

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EXPANSION JOINT

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EXTERIOR

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EXISTING

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ET CETERA

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ELEVATION

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ELECTRIC(AL)

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ELEVATION (BLDG);

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ELECTRIC WATER COOLER

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EACH WAY

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EAST

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EACH FACE, EXHAUST FAN

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EACH

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DECKING

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DUCTILE IRON PIPE

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DRAWING

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DRINKING FOUNTAIN

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DOWNSPOUT

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DOWN

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DISPENSER

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DITTO

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DOOR

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DOWELS

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DIMENSION

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DIAMETER

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DETAIL

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DEPARTMENT

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DAMPROOFING

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CABINET UNIT HEATER

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CUBIC

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CUBIC FOOT PER MINUTE

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COURSE

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COUNTER SINK

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CORRUGATED METAL PIPE

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CORRUGATED-CORRIDOR

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CORNER GUARD

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CONVECTOR

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CONTRACTOR

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CONTROL JOINT

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CONTINUOUS

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CONSTRUCTION

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CONCRETE BLOCK

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CONCRETE BLOCK (STD)

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CONCRETE

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COMMUNICATION PANEL

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COLD ROLLED

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CLOSET

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CENTERLINE

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CENTER TO CENTER

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CHALK BOARD

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CLEANOUT

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CERAMIC TILE

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CIRCUIT (CIRCUMFERENCE)

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CORKBOARD

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CEILING

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CEMENT

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CASEWORK

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CEMENT BOARD

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BUILDING

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BRICK LEDGE

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BULLETIN BOARD

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CABINET

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CARPET

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CAST IRON

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CAST IRON PIPE

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BOTTOM FOOTING ELEVATION

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BRICK

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BRICK COURSE

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BOTTOM

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BOARD

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ANCHOR

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ANCHOR BOLT

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APPROXIMATE

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ARCHITECT(URAL)

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AUDIO VISUAL

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ACOUSTICAL

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BLOCK

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BURNISHED CONCRETE MASONRY UNIT

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ADJUSTABLE

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AGGREGATE

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ALTERNATE

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ALUMINUM

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ACOUSTICAL CEILING TILE

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ACCESS PANEL

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ABOVE FINISH FLOOR

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REINF CONC

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WINDOW

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URINAL

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TREAD

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DIAMETER

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WASTE RECEPTACLE

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WEIGHT/WALL TILE

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WELDED WIRE FABRIC

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WIDE FLANGE (STEEL) OR WASH FOUNTAIN

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WATER PROOFING

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WATER RESISTANT

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WATER SOFTENER

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WEATHERSTRIP

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WATER CLOSET

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WATER HEATER

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WALL FABRIC

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VINYL WALL FABRIC

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VINYL WALL COVERING

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VINYL COMPOSITE TILE

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VENT THROUGH ROOF

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VERMICULITE PLASTER

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UNLESS NOTED OTHERWISE

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URINAL SCREEN

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UNIT VENTILATOR

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UNIT HEATERS

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TROWELED FINISH

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CENTER LINE

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WIRE GLASS

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WITH OUT

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WEST, WIRE

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TYPICAL

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WAINSCOT

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VESTIBULE

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VINYL TILE

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VERTICAL

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VERMICULITE

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VINYL BASE

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VENTILATOR

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VACUUM

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UNFINISHED

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TUBE STEEL

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TACK BOARD

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TOILET PARTITION

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TOP OF MASONRY

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TOP OF STEEL

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TONGUE AND GROOVE

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TOP AND BOTTOM

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TOILET PAPER DISPENSER

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TEMPERED, TEMPORARY

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TACK STRIP

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THRESHOLD

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TERRAZZO

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TEST HOLE

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TELEVISION

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TELEPHONE

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TOP OF FOOTING ELEVATION

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YARD

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WOOD

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WITH

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WSCT

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VEST

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VERT

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VENT

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UNFIN

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TERR

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TEMP

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WSP

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TYP

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VWF

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VWC

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VCT

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VTR

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UNO

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VAC

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TFE

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TOS

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TEL

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V PLAS

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VERM

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UR SCR

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TLT PTN

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TO MAS

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T AND G

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T AND B

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THRES

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WIRE MESH PARTITION

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WMP

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UNLESS OTHERWISE NOTED

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UON

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SRCUH

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SEMI-RECESSED CABINET UNIT HEATER

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FFE

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FINISHED FLOOR ELEVATION

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BY OWNER

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TVL

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TOP OF VENEER LEDGE

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FAP

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FIRE ALARM PANEL

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HCP

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HANDICAPPED

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BCS

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BABY CHANGING STATION

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DGB

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DEMOUNTABLE GRAB BAR

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ACT

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ATTIC SCUTTLE

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STL

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STONE

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ELECTRICAL PANEL

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EUH

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ELECTRICAL UNIT HEATER

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CLOTHES HOOK

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OCEW

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ON CENTER EACH WAY

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ORD

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OVERFLOW ROOF DRAIN

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ADO

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AUTOMATIC DOOR OPERATOR

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EYE WASH STATION

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STANDARD ABBREVIATIONS

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SCUPPER

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SCU

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OFS

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OVERFLOW SCUPPER

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ROLL DOWN PROJECTION SCREEN

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RPS

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MSU

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MOBILE STORAGE UNIT

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MSC

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METAL STORAGE CABINET

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MPBC

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MASTER PUSH BUTTON CONTROL STATION

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SHELVING UNIT

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HRD

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HAIR DRYER

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NEW WALL

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EXISTING WALL TO REMAIN

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MATERIALS LEGEND

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INSULATION - BATT

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WOOD - ROUGH

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WOOD - FINISH

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INSULATION - RIGID

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METAL

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PLYWOOD

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GYPSUM BOARD (G.B.)

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GRANULAR FILL

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BRICK

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C.I.P. CONCRETE OR

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EARTH

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ACOUSTIC MATERIAL

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PRECAST CONCRETE

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GROUT

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EXISTING INTERIOR WALL TO BE DEMOLISHED (STEEL STUD & GYP. BD.)

AutoCAD SHX Text EXISTING EXTERIOR WALL COMPONENTS TO BE DEMOLISHED. PRIMARY STEEL STRUCTURE, SECONDARY STEEL FRAMING TO REMAIN, U.N.O.

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EXISTING INTERIOR CMU WALL TO BE DEMOLISHED

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AutoCAD SHX Text PORTION OF EXISTING CONCRETE FLOOR SLAB, CONCRETE APRON, CONCRETE SIDEWALK, CONCRETE STOOP, OR BITUMINOUS PAVING TO BE DEMOLISHED

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FIRST LEVEL FLOOR PLAN

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AutoCAD SHX Text DEMOLITION KEYNOTES 1. REMOVE EXISTING METAL RAMP AND REMOVE EXISTING METAL RAMP AND SONOTUBE FOUNDATIONS 2. REMOVE EXISTING DECKING, FRAMING, STAIR REMOVE EXISTING DECKING, FRAMING, STAIR AND RAILING 3. REMOVE EXISTING COLUMNS BELOW PORCH REMOVE EXISTING COLUMNS BELOW PORCH LEVEL AND DEMO COLUMN FOOTINGS. SHORE EXISTING ROOF FOR CONSTRUCTION OF NEW COLUMN FOOTINGS 4. DEMO EXISTING WOOD FRAMED WALLS AND DEMO EXISTING WOOD FRAMED WALLS AND SHEATHING 5. DEMO EXISTING EXTERIOR DOORS DEMO EXISTING EXTERIOR DOORS 6. DEMO EXISTING WINDOWS DEMO EXISTING WINDOWS 7. DEMO EXISTING WALK AND CONCRETE DEMO EXISTING WALK AND CONCRETE RETAINING WALLS AS NEEDED FOR CONSTRUCTION OF NEW FOUNDATIONS 8. EXISTING UPPER SECTION OF COLUMNS TO EXISTING UPPER SECTION OF COLUMNS TO REMAIN

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AutoCAD SHX Text KEYNOTES 1. CONCRETE INFILL EXISTING WALL OPENING - CONCRETE INFILL EXISTING WALL OPENING - SEE STRUCTURAL DRAWINGS 2. NEW BRICK PIER AND FOUNDATION, CENTER NEW BRICK PIER AND FOUNDATION, CENTER ON EXISTING COLUMNS ABOVE - SEE STRUCTURAL DRAWINGS 3. NEW CONCRETE FOUNDATION WITH NEW CONCRETE FOUNDATION WITH DAMP-PROOFING. SEE STRUCTURAL DRAWINGS 4. NEW CONCRETE WALK AND STOOP - SEE NEW CONCRETE WALK AND STOOP - SEE CIVIL AND STRUCTURAL 5. CONCRETE WALK - SEE CIVIL DRAWINGSCONCRETE WALK - SEE CIVIL DRAWINGS

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SOUTH ELEVATION

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NORTH ELEVATION

Scale: 3/16" = 1'-0"

EAST ELEVATION

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AutoCAD SHX Text DEMOLITION KEYNOTES 1. REMOVE EXISTING METAL RAMP AND REMOVE EXISTING METAL RAMP AND SONOTUBE FOUNDATIONS 2. REMOVE EXISTING DECKING, FRAMING, STAIR REMOVE EXISTING DECKING, FRAMING, STAIR AND RAILING 3. REMOVE EXISTING COLUMNS BELOW PORCH REMOVE EXISTING COLUMNS BELOW PORCH LEVEL AND DEMO COLUMN FOOTINGS. SHORE EXISTING ROOF FOR CONSTRUCTION OF NEW COLUMNS AND FOOTINGS 4. DEMO EXISTING EXTERIOR WOOD WALLS DEMO EXISTING EXTERIOR WOOD WALLS 5. DEMO EXISTING EXTERIOR DOORS DEMO EXISTING EXTERIOR DOORS 6. DEMO EXISTING WINDOWS DEMO EXISTING WINDOWS 7. DEMO EXISTING WALK AND CONCRETE DEMO EXISTING WALK AND CONCRETE RETAINING WALLS AS NEEDED FOR CONSTRUCTION OF NEW FOUNDATIONS 8. EXISTING UPPER SECTION OF COLUMNS TO EXISTING UPPER SECTION OF COLUMNS TO REMAIN

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NORTH ELEVATION

Scale: 3/16" = 1'-0"

EAST ELEVATION

Scale: 3/4" = 1'-0"

COLUMN BASE DETAIL

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AutoCAD SHX Text KEYNOTES 1. CONCRETE INFILL EXISTING WALL OPENING CONCRETE INFILL EXISTING WALL OPENING 2. NEW BRICK PIER AND FOUNDATION NEW BRICK PIER AND FOUNDATION 3. NEW FOUNDATION WALL AND FOOTING. SEE NEW FOUNDATION WALL AND FOOTING. SEE STRUCTURAL 4. CAST STONE CAP CAST STONE CAP 5. PAINT COLUMNS, HEADER AND CEILING PAINT COLUMNS, HEADER AND CEILING 6. NEW DOWNSPOUT CONNECTION TO STORM. NEW DOWNSPOUT CONNECTION TO STORM. TYPICAL AT 6 LOCATIONS. SEE CIVIL DRAWINGS 7. NEW CONCRETE PATIO AND WALKNEW CONCRETE PATIO AND WALK

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NEW PAINTED CEDAR BASE TRIM

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EXISTING WOOD POST AND TRIM TO BE PAINTED

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NEW CAST STONE CAP. PROVIDE 1" OVERHANG W/ DRIP EDGE

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NEW BRICK BASE

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EXISTING CONCRETE FOUNDATION - SEE STRUCTURAL

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DESCRIPTION

TESTING INSPECTING

YES NO YES NO

Scale: 1/4" = 1'-0"

FOUNDATION REPAIR PLAN1

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GRID

Xref ..\Elements\B6158 Title…

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