W911SA20B2012 Attachment 3 Drawings.pdf

PDF 16 MB Posted Apr 29, 2020

Attached to: Bldg 1395 Addition and Repair Interior Federal contract opportunity
Solicitation number: W911SA20B2012
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 28, 2023

This package includes construction drawings and specifications for an addition to Building 1395 and interior repairs at Fort McCoy, Wisconsin. The project scope involves providing all labor, materials, equipment and supervision to construct an addition onto the existing building and repair interior spaces. Specific requirements include installing new interior finishes, doors, and mechanical/electrical systems in the addition and existing building areas. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy. Offerors should submit responses in accordance with the instructions and no later than the specified closing date to be considered for award.

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Other files for this federal contract opportunity

Other files attached to Bldg 1395 Addition and Repair Interior, newest first.
File	Type	Posted
W911SA20B2012 Signature Renovations DoD SAFE Screen.pdf	PDF	Jun 2, 2020
W911SA20B2012 Final Signed Bid Abstract.pdf	PDF	Jun 2, 2020
W911SA20B2012 MDM Construction DoD SAFE Screen.pdf	PDF	Jun 2, 2020
W911SA20B2012 Broadway Construction SAFE Screen.pdf	PDF	Jun 2, 2020
W911SA20B2012 SAFE Screen W4 Construction.pdf	PDF	Jun 2, 2020
W911SA20B2012 Solicitation Amendment 0001.docx	DOCX document	May 27, 2020
W911SA20B2012 Site Visit Sign In Sheet 14 May 20.pdf	PDF	May 18, 2020
W911SA20B2012 Attachment 4 Wage Determination.docx	DOCX document	Apr 29, 2020
W911SA20B2012 Attachment 5 SF 24.pdf	PDF	Apr 29, 2020
W911SA20B2012 Attachment 1 AT OPSEC.pdf	PDF	Apr 29, 2020
W911SA20B2012 Attachment 2 Specifications 4 21 20.pdf	PDF	Apr 29, 2020
W911SA20B2012 Solicitation.docx	DOCX document	Apr 29, 2020

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G0.1

C O

V E

H E

E T

S E

P H

J R

F O

R T

M c C

O Y

O U

V E

F O

O Y

D I R

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T O

R A

U B

L I

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

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T I O

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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

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.

E X

P A

U I L

D I N

EXPAND BUILDING 1395

AutoCAD SHX Text H

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AutoCAD SHX Text A

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AutoCAD SHX Text A

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AutoCAD SHX Text

SHEET INDEX TABLE

AutoCAD SHX Text Sheet #

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text G0.1 COVER SHEET / INDEX COVER SHEET / INDEX C1.1 EXISTING SURVEY TOPO PLAN EXISTING SURVEY TOPO PLAN C1.2 EROSION CONTROL PLAN EROSION CONTROL PLAN C1.3 REMOVAL PLAN REMOVAL PLAN C1.4 SITE PLAN SITE PLAN C1.5 UTILITY PLAN UTILITY PLAN C1.6 GRADING PLAN GRADING PLAN C5.1 DETAILS 1 DETAILS 1 C5.2 DETAILS 2 DETAILS 2 C5.3 DETAILS 3 DETAILS 3 C5.4 DETAILS 4 DETAILS 4 D0.1 DEMOLITION PLAN AND ELEVATIONS DEMOLITION PLAN AND ELEVATIONS A0.1 ARCHITECTURAL NOTES AND SYMBOLS ARCHITECTURAL NOTES AND SYMBOLS A1.1 FLOOR PLANS, WALL TYPES FLOOR PLANS, WALL TYPES A1.2 ENLARGED PLAN, INTERIOR ELEVATIONS AND DETAILS ENLARGED PLAN, INTERIOR ELEVATIONS AND DETAILS A1.3 ROOF AND CEILING PLANS ROOF AND CEILING PLANS A2.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A3.1 SECTIONS AND DETAILS SECTIONS AND DETAILS A3.2 SECTIONS AND DETAILS SECTIONS AND DETAILS A4.1 SCHEDULES - DOOR AND WINDOW TYPES SCHEDULES - DOOR AND WINDOW TYPES S0.1 STRUCTURAL NOTES AND SYMBOLS STRUCTURAL NOTES AND SYMBOLS S0.2 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES S1.1 FLOOR PLAN FLOOR PLAN S2.1 STRUCTURAL DETAILS STRUCTURAL DETAILS S2.2 STRUCTURAL DETAILSSTRUCTURAL DETAILS

AutoCAD SHX Text Sheet #

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text M0.1 GENERAL NOTES, LEGENDS AND ABBREVIATIONS GENERAL NOTES, LEGENDS AND ABBREVIATIONS M1.1 HVAC FLOOR PLAN HVAC FLOOR PLAN M5.1 MECHANICAL DETAILS MECHANICAL DETAILS M6.1 MECHANICAL SCHEDULES MECHANICAL SCHEDULES P0.1 NOTES, LEGEND, ABBREVIATIONS NOTES, LEGEND, ABBREVIATIONS P1.1 UNDERFLOOR PLUMBING PLAN UNDERFLOOR PLUMBING PLAN P1.2 ABOVE FLOOR PLUMBING PLAN ABOVE FLOOR PLUMBING PLAN P5.1 PLUMBING DETAILS PLUMBING DETAILS E0.1 GENERAL NOTES LEGEND AND ABBREVIATIONS GENERAL NOTES LEGEND AND ABBREVIATIONS E1.0 SITE PLAN SITE PLAN E1.1 ELECTRICAL DEMOLITION PLAN ELECTRICAL DEMOLITION PLAN E1.2 LIGHTING PLAN LIGHTING PLAN E1.3 POWER AND SYSTEMS PLAN POWER AND SYSTEMS PLAN E5.1 DETAILS DETAILS E5.2 DETAILS DETAILS E6.1 SCHEDULES SCHEDULES E6.2 SCHEDULES SCHEDULES

C1.1

Horz Scale: 1:30

EXISTING SURVEY TOPO PLAN

AutoCAD SHX Text

CONTROL POINT TABLE

AutoCAD SHX Text

POINT

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 879.69

AutoCAD SHX Text 881.19

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 406819.00

AutoCAD SHX Text 406793.67

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 661493.59

AutoCAD SHX Text 661904.94

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CONTROL POINT 2, PK NAIL

AutoCAD SHX Text

CONTROL POINT 3, PK NAIL

AutoCAD SHX Text

AutoCAD SHX Text 882.55

AutoCAD SHX Text 407278.04

AutoCAD SHX Text 662183.75

AutoCAD SHX Text

CONTROL POINT 1, PK NAIL

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#3

AutoCAD SHX Text F.F.E.=880.24

AutoCAD SHX Text D.S.E.=880.24

AutoCAD SHX Text D.S.E.=880.28

AutoCAD SHX Text I.E.=874.89

AutoCAD SHX Text I.E.=873.58

AutoCAD SHX Text I.E.=875.71

AutoCAD SHX Text I.E.=876.81

AutoCAD SHX Text D.S.E.=880.21

AutoCAD SHX Text D.S.E.=880.23

AutoCAD SHX Text

COMM. MH RIM ELEV.=877.06

AutoCAD SHX Text

AutoCAD SHX Text 876.21

AutoCAD SHX Text

WAT PM END

AutoCAD SHX Text

AutoCAD SHX Text 876.44

AutoCAD SHX Text

WAT PM

AutoCAD SHX Text

AutoCAD SHX Text 876.14

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 876.18

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 875.91

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

COMM. MH RIM ELEV.=875.91

AutoCAD SHX Text I.E.=872.63

AutoCAD SHX Text I.E.=872.67

AutoCAD SHX Text

CONC. FL.=876.88

AutoCAD SHX Text I.E.=874.49

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AutoCAD SHX Text I.E.=873.79

AutoCAD SHX Text I.E.=873.72

AutoCAD SHX Text

BUILDING #1395

AutoCAD SHX Text

WOOD SHED

AutoCAD SHX Text

LATRINE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

72" CMP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

EXERCISE AREA

AutoCAD SHX Text

MECH. EQUIP.

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

MECH. ROOM

AutoCAD SHX Text

SAN. MH RIM ELEV.=877.50 8'E I.E.=870.82 8'W I.E.=870.72

AutoCAD SHX Text S. 11th Avenue

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text E. Eaton Road

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GAS METER

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GUY

AutoCAD SHX Text

GUY

AutoCAD SHX Text

WOOD LP (TYP.)

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RIPRAP

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CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BOLL. 4"

AutoCAD SHX Text

15" C.M.P. CULV.

AutoCAD SHX Text

12" C.M.P. CULV.

AutoCAD SHX Text

EXISTING SURVEY TOPO PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

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AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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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:

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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 NOTES A. ANY UTILITIES AND STRUCTURES SHOWN ON ANY UTILITIES AND STRUCTURES SHOWN ON PLAN DRAWINGS ARE APPROXIMATE IN LOCATION AND DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE TO THE GOVERNMENT OR ON SURFACE FEATURES INDICATING THEIR EXISTENCE. THERE MAY BE OTHER UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE. B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF NOTIFY ALL AFFECTED UTILITY COMPANIES OF CONSTRUCTION OPERATIONS AT LEAST THREE WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL UNDERGROUND UTILITY LOCATIONS HAVE BEEN MARKED OR THE UTILITY COMPANY HAS SENT NOTICE THAT THE AREA IS CLEAR. C. SCALES SHOWN ONLY APPLY WHEN THESE SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17" PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS OF PLOT SIZE. D. SURVEY TOPO PROVIDED BY HIMALAYAN SURVEY TOPO PROVIDED BY HIMALAYAN CONSULTANTS, LLC, W156 N11357 PILGRAM ROAD, GERMANTOWN, WI 53022

AutoCAD SHX Text

E. EATON ROADEATON ROAD

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text

S. 11TH AVENUE11TH AVENUE

AutoCAD SHX Text

NOTE: THE 100 YEAR FLOOD ELEVATION IS APPROXIMATELY AT ELEVATION 877.00

NOTE: CONTROL POINT NO. 1 IS OFF PAGE TO THE NORTHEAST

LEGEND

C1.2

Horz Scale: 1:30

EROSION CONTROL PLAN

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#3

AutoCAD SHX Text F.F.E.=880.24

AutoCAD SHX Text D.S.E.=880.24

AutoCAD SHX Text D.S.E.=880.28

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AutoCAD SHX Text I.E.=873.58

AutoCAD SHX Text I.E.=875.71

AutoCAD SHX Text I.E.=876.81

AutoCAD SHX Text D.S.E.=880.21

AutoCAD SHX Text D.S.E.=880.23

AutoCAD SHX Text

CP#2024

AutoCAD SHX Text

COMM. MH RIM ELEV.=877.06

AutoCAD SHX Text

AutoCAD SHX Text 876.21

AutoCAD SHX Text

WAT PM END

AutoCAD SHX Text

AutoCAD SHX Text 876.44

AutoCAD SHX Text

WAT PM

AutoCAD SHX Text

AutoCAD SHX Text 876.14

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 876.18

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 875.91

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

COMM. MH RIM ELEV.=875.91

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AutoCAD SHX Text

CONC. FL.=876.88

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CP#10003

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BUILDING #1395

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72" CMP

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ASPHALT TRACK

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EXERCISE AREA

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ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

MECH. ROOM

AutoCAD SHX Text

SAN. MH RIM ELEV.=877.50 8'E I.E.=870.82 8'W I.E.=870.72

AutoCAD SHX Text S. 11th Avenue

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text E. Eaton Road

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GUY

AutoCAD SHX Text

GUY

AutoCAD SHX Text

WOOD LP (TYP.)

AutoCAD SHX Text

RIPRAP

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ASPHALT TRACK

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15" CONC. CULV.

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15" CONC. CULV.

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ASPHALT

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ASPHALT

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CONC. WALK

AutoCAD SHX Text

CONC. WALK

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BOLL. 4"

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15" C.M.P. CULV.

AutoCAD SHX Text

12" C.M.P. CULV.

AutoCAD SHX Text

BIO-ROLL DITCH CHECK

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SILT FENCE

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EROSION MAT CLASS I TYPE A

AutoCAD SHX Text

EROSION MAT CLASS I TYPE B

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EROSION CONTROL PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

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AutoCAD SHX Text H

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AutoCAD SHX Text C

AutoCAD SHX Text B

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

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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

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SILT FENCE (TYP.)

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BIOROLL DITCH CHECK (TYP.)

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E. EATON ROADEATON ROAD

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EXISTING TRACK

AutoCAD SHX Text

S. 11TH AVENUE11TH AVENUE

AutoCAD SHX Text

PROPOSED BLDG. ADDITION

AutoCAD SHX Text

EXISTING BLDG.

AutoCAD SHX Text TRACKING PAD. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT EXISTING ASPHALT TRACK FROM DAMAGE. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING ASPHALT TRACK, AT THEIR OWN COST. CONTRACTOR MAY MOVE TRACKING PAD TO OTHER LOCATION IF APPROVED BY THE COR. SEE DETAIL FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

C1.3

REMOVAL PLAN

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#3

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AutoCAD SHX Text D.S.E.=880.28

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AutoCAD SHX Text I.E.=876.81

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AutoCAD SHX Text D.S.E.=880.23

AutoCAD SHX Text

COMM. MH RIM ELEV.=877.06

AutoCAD SHX Text

AutoCAD SHX Text 876.21

AutoCAD SHX Text

WAT PM END

AutoCAD SHX Text

AutoCAD SHX Text 876.44

AutoCAD SHX Text

WAT PM

AutoCAD SHX Text

AutoCAD SHX Text 876.14

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 876.18

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 875.91

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

COMM. MH RIM ELEV.=875.91

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AutoCAD SHX Text I.E.=872.67

AutoCAD SHX Text

CONC. FL.=876.88

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AutoCAD SHX Text I.E.=873.79

AutoCAD SHX Text I.E.=873.72

AutoCAD SHX Text

BUILDING #1395

AutoCAD SHX Text

WOOD SHED

AutoCAD SHX Text

LATRINE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

72" CMP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

EXERCISE AREA

AutoCAD SHX Text

MECH. EQUIP.

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

MECH. ROOM

AutoCAD SHX Text

SAN. MH RIM ELEV.=877.50 8'E I.E.=870.82 8'W I.E.=870.72

AutoCAD SHX Text S. 11th Avenue

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text E. Eaton Road

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GUY

AutoCAD SHX Text

GUY

AutoCAD SHX Text

WOOD LP (TYP.)

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BOLL. 4"

AutoCAD SHX Text

15" C.M.P. CULV.

AutoCAD SHX Text

12" C.M.P. CULV.

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

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 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

S. 11TH AVENUE11TH AVENUE

AutoCAD SHX Text

E. EATON ROADEATON ROAD

AutoCAD SHX Text

PAVEMENT REMOVAL (HATCHED AREA)

AutoCAD SHX Text

REMOVE WOOD SHED

AutoCAD SHX Text

REMOVE CONCRETE PAD AND LATRINE

AutoCAD SHX Text NOTES A. ANY UTILITIES AND STRUCTURES SHOWN ON ANY UTILITIES AND STRUCTURES SHOWN ON PLAN DRAWINGS ARE APPROXIMATE IN LOCATION AND DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE TO THE GOVERNMENT OR ON SURFACE FEATURES INDICATING THEIR EXISTENCE. THERE MAY BE OTHER UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE. B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF NOTIFY ALL AFFECTED UTILITY COMPANIES OF CONSTRUCTION OPERATIONS AT LEAST THREE WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL UNDERGROUND UTILITY LOCATIONS HAVE BEEN MARKED OR THE UTILITY COMPANY HAS SENT NOTICE THAT THE AREA IS CLEAR. C. SCALES SHOWN ONLY APPLY WHEN THESE SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17" PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS OF PLOT SIZE. D. REMOVE ALL DEMOLITION ITEMS FROM SITE.REMOVE ALL DEMOLITION ITEMS FROM SITE.

AutoCAD SHX Text

PROPOSED BLDG. ADDITION

AutoCAD SHX Text

EXISTING BLDG.

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text

REMOVE CONCRETE SIDEWALKS & ASPHALT PAVEMENT (APRONS)

AutoCAD SHX Text

REMOVE CONCRETE PAD

AutoCAD SHX Text

PAVEMENT REMOVAL (HATCHED AREA)

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

C1.4

SITE PLAN

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#3

AutoCAD SHX Text F.F.E.=880.24

AutoCAD SHX Text D.S.E.=880.24

AutoCAD SHX Text D.S.E.=880.28

AutoCAD SHX Text I.E.=874.89

AutoCAD SHX Text I.E.=873.58

AutoCAD SHX Text I.E.=875.71

AutoCAD SHX Text I.E.=876.81

AutoCAD SHX Text D.S.E.=880.21

AutoCAD SHX Text D.S.E.=880.23

AutoCAD SHX Text

CP#2024

AutoCAD SHX Text

COMM. MH RIM ELEV.=877.06

AutoCAD SHX Text

AutoCAD SHX Text 876.21

AutoCAD SHX Text

WAT PM END

AutoCAD SHX Text

AutoCAD SHX Text 876.44

AutoCAD SHX Text

WAT PM

AutoCAD SHX Text

AutoCAD SHX Text 876.14

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 876.18

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 875.91

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

COMM. MH RIM ELEV.=875.91

AutoCAD SHX Text I.E.=872.63

AutoCAD SHX Text I.E.=872.67

AutoCAD SHX Text

CONC. FL.=876.88

AutoCAD SHX Text I.E.=874.49

AutoCAD SHX Text I.E.=874.47

AutoCAD SHX Text I.E.=873.79

AutoCAD SHX Text I.E.=873.72

AutoCAD SHX Text

CP#10003

AutoCAD SHX Text

BUILDING #1395

AutoCAD SHX Text

72" CMP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

EXERCISE AREA

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

MECH. ROOM

AutoCAD SHX Text

SAN. MH RIM ELEV.=877.50 8'E I.E.=870.82 8'W I.E.=870.72

AutoCAD SHX Text S. 11th Avenue

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text E. Eaton Road

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GUY

AutoCAD SHX Text

GUY

AutoCAD SHX Text

WOOD LP (TYP.)

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BOLL. 4"

AutoCAD SHX Text

15" C.M.P. CULV.

AutoCAD SHX Text

12" C.M.P. CULV.

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

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 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

S. 11TH AVENUE11TH AVENUE

AutoCAD SHX Text

E. EATON ROADEATON ROAD

AutoCAD SHX Text NOTES A. ANY UTILITIES AND STRUCTURES SHOWN ON ANY UTILITIES AND STRUCTURES SHOWN ON PLAN DRAWINGS ARE APPROXIMATE IN LOCATION AND DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE TO THE GOVERNMENT OR ON SURFACE FEATURES INDICATING THEIR EXISTENCE. THERE MAY BE OTHER UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE. B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF NOTIFY ALL AFFECTED UTILITY COMPANIES OF CONSTRUCTION OPERATIONS AT LEAST THREE WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL UNDERGROUND UTILITY LOCATIONS HAVE BEEN MARKED OR THE UTILITY COMPANY HAS SENT NOTICE THAT THE AREA IS CLEAR. C. SCALES SHOWN ONLY APPLY WHEN THESE SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17" PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS OF PLOT SIZE. D. SEE ARCHITECTURAL PLANS FOR EXACT SEE ARCHITECTURAL PLANS FOR EXACT BUILDING WALL, ENTRANCE SIDEWALK AND STOOP DIMENSIONS AND LOCATIONS. E. ALL CONCRETE SIDEWALKS ARE 8" THICK ALL CONCRETE SIDEWALKS ARE 8" THICK UNLESS NOTED OTHERWISE. F. ALL DIMENSIONS ARE TO EDGE OF SURFACE ALL DIMENSIONS ARE TO EDGE OF SURFACE OR TO OUTSIDE EDGE OF BUILDING, G. STACKING AND LAYOUT OF ALL CONSTRUCTION STACKING AND LAYOUT OF ALL CONSTRUCTION WORK SHALL BE BY CONTRACTOR.

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text

PROPOSED BLDG. ADDITION

AutoCAD SHX Text

EXISTING BLDG.

AutoCAD SHX Text

MARKING LINE EPOXY 4-INCH (WHITE, TYP)

AutoCAD SHX Text

MARKING SYMBOL EPOXY (WHITE, TYP)

AutoCAD SHX Text

MARKING CROSSWALK EPOXY TRANSVERSE LINE 6-INCH (WHITE, TYP)

AutoCAD SHX Text

CURB RAMP DETECTABLE WARNING FIELD YELLOW

AutoCAD SHX Text

8" CONC. SIDEWALK

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

AutoCAD SHX Text

APPROX. SOUTH EDGE OF EXIST. ROADWAY SOUTH EDGE OF EXIST. ROADWAY (NOT SURVEYED)

AutoCAD SHX Text

FLUSHING DEVICE (SEE DETAIL)

AutoCAD SHX Text 25'

AutoCAD SHX Text 29'

AutoCAD SHX Text

8" CONC. SIDEWALK

AutoCAD SHX Text 4" CONC. SIDEWALK MOW STRIP (TYP) INSTALL EXPANSION JOINT MATERIAL BETWEEN MOW STRIP AND BUILDING FOUNDATION WALL. (SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION)

AutoCAD SHX Text

8" CONC. SIDEWALK

AutoCAD SHX Text

8" CONC. SIDEWALK

AutoCAD SHX Text

EXIST. LIGHT POLES TO REMAIN (TYP)

AutoCAD SHX Text

SHADED AREA INDICATES ASPHALT PAVEMENT AT PARKING AREA. SEE PVMT. DETAIL.

AutoCAD SHX Text

SHADED AREA INDICATES ASPHALT PAVEMENT AREA. SEE PVMT. DETAIL.

PROPOSED 2" GAS SERVICE TO NEW BUILDING. CORE DRILL UNDER EXISTING ASPHALT TRACK. COORDINATE LOCATION & INSTALLATION WITH GAS UTILITY AND COR. SEE MECHANICAL PLANS FOR EXACT LOCATION OF METER AND CONNECTION TO BUILDING.

C1.5

Horz Scale: 1:20 Vert Scale 1" = 2'

PLAN AND PROFILE STA 0+00 - 5+30

AutoCAD SHX Text

CP#2

AutoCAD SHX Text D.S.E.=880.24

AutoCAD SHX Text

AutoCAD SHX Text 876.21

AutoCAD SHX Text

WAT PM END

AutoCAD SHX Text

AutoCAD SHX Text 876.44

AutoCAD SHX Text

WAT PM

AutoCAD SHX Text

AutoCAD SHX Text 876.14

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 876.18

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

AutoCAD SHX Text 875.91

AutoCAD SHX Text

WAT PM AP

AutoCAD SHX Text

COMM. MH RIM ELEV.=875.91

AutoCAD SHX Text I.E.=872.63

AutoCAD SHX Text I.E.=872.67

AutoCAD SHX Text I.E.=874.49

AutoCAD SHX Text I.E.=874.47

AutoCAD SHX Text I.E.=873.79

AutoCAD SHX Text I.E.=873.72

AutoCAD SHX Text

72" CMP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PARKING AREA

AutoCAD SHX Text

SAN. MH RIM ELEV.=877.50 8'E I.E.=870.82 8'W I.E.=870.72

AutoCAD SHX Text S. 11th Avenue

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GUY

AutoCAD SHX Text

GUY

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

15" CONC. CULV.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BOLL. 4"

AutoCAD SHX Text

UTILITY PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

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 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

EXISTING GROUND PROFILE ALONG CENTERLINE OF SANITARY SEWER

AutoCAD SHX Text

PROPOSED GRINDER PUMP (SEE DETAILS)

AutoCAD SHX Text

DIRECTIONAL DRILL 232 LF-2-INCH HDPE FORCEMAIN STA 2+77.97 TO 5+09.75

AutoCAD SHX Text DIRECTIONAL DRILL 232 LF-2-INCH HDPE DR 11 FORCEMAIN STA 2+77.97 TO 5+09.75 (ITEM INCLUDES HDPE PIPE AND DRILLING)

AutoCAD SHX Text

266 LF-6-INCH D.I. WATERMAIN

AutoCAD SHX Text CONNECT TO EXISTING 8" SAN. SEWER FIELD VERIFY SIZE, DEPTH & LOCATION PRIOR TO ORDERING MATERIALS.

AutoCAD SHX Text

20 LF - 8" PVC SAN. SEWER @0.4%

AutoCAD SHX Text

DIRECTIONAL DRILL 224 LF-6-INCH HDPE DR 11 WATER MAIN STA 2+79.42 TO 5+03.72

AutoCAD SHX Text DIRECTIONAL DRILL 224 LF-6-INCH HDPE DR 11 WATERMAIN STA 2+79.42 TO 5+03.72 (ITEM INCLUDES HDPE PIPE AND DRILLING)

AutoCAD SHX Text

123 LF -2" COPPER WATER SERVICE

AutoCAD SHX Text

10 LF - 8" PVC SAN. SEWER @0.4%

AutoCAD SHX Text 1-6" GV & BOX 1-PROPOSED HYDRANT 1-HDPE TO D.I. CONNECTION INCIDENTAL. SEE DETAIL

AutoCAD SHX Text NOTES. . A. SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17" PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS OF PLOT SIZE. B. CONTRACTOR SHALL PROVIDE 4" OF INSULATION CONTRACTOR SHALL PROVIDE 4" OF INSULATION (R=5.0,MIN. 25 PSI COMPRESSIVE STRENGTH, 4'x8' SHEETS) OVER 2" HDPE FORCEMAIN PIPE UNTIL 8' OF COVER IS MET OVER THE PIPE.

AutoCAD SHX Text 1-8"X6" TEE 1-6"GV & BOX 1-CONNECT TO EXISTING 8" WATERMAIN FIELD VERIFY SIZE, DEPTH AND LOCATION PRIOR TO ORDERING MATERIALS.

AutoCAD SHX Text

E. EATON ROADEATON ROAD

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text

S. 11TH AVENUE11TH AVENUE

AutoCAD SHX Text

PROPOSED BLDG. ADD.ADD.

AutoCAD SHX Text

PROPOSED GRINDER PUMP (SEE DETAILS)

AutoCAD SHX Text

INV IN:872.10 2" HDPE

AutoCAD SHX Text

PROTECT & SUPPORT EXIST. CULVERT PIPE (INCIDENTAL)

AutoCAD SHX Text

1-6"X2" SADDLE (INCIDENTAL) 1-2" CORPORATION

AutoCAD SHX Text

1-2" CURB STOP & BOX

AutoCAD SHX Text

1-6" 22.5 DEG BEND

AutoCAD SHX Text

INV=874.40 (AT OUTSIDE BLDG. WALL)

AutoCAD SHX Text

20 LF 4" PVC SDR 26 SERVICE PIPE @ 1%

AutoCAD SHX Text

TOP OF GRINDER PUMP ELEV=880.92

AutoCAD SHX Text

INV=874.20 (IN)

AutoCAD SHX Text

INV=873.24 (2" WATER SERVICE AT OUTSIDE BLDG. WALL)

AutoCAD SHX Text

FLUSHING DEVICE SEE DETAIL

AutoCAD SHX Text

1-HDPE TO DUCTILE IRON CONNECTION, INCIDENTAL, SEE DETAIL

AutoCAD SHX Text NOTE: SOIL BORINGS INDICATE HIGH GROUND WATER TO A DEPTH OF 4.5' BELOW EXISTING GROUND. CONTRACTOR SHALL IMPLEMENT ALL MEANS NECESSARY TO COMPENSATE FOR HIGH GROUND WATER INCLUDING DEWATERING. SEE SPECS FOR ADDITIONAL INFORMATION. SOIL BORINGS ARE AVAILABLE UPON REQUEST.

AutoCAD SHX Text

SEE GRINDER PUMP DETAIL FOR ADDITIONAL INFORMATION

AutoCAD SHX Text

OVER WATERMAIN & FORCEMAIN

AutoCAD SHX Text

INV=874.00 (OUT)

AutoCAD SHX Text

APPROX. GROUND GROUND WATER ELEVATION

AutoCAD SHX Text

PROPOSED 4" SAN. SERVICE CLEANOUT (INCIDENTAL) (SEE DETAIL)

AutoCAD SHX Text CONNECT TO EXISTING 8" SAN. SEWER FIELD VERIFY SIZE, DEPTH & LOCATION PRIOR TO ORDERING MATERIALS.

AutoCAD SHX Text

CONTRACTOR SHALL BURY WATERMAIN DEEP ENOUGH TO AVOID HIGH POINT IN WATERMAIN

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

AutoCAD SHX Text

NOTE: THE 100 YEAR FLOOD ELEVATION IS APPROXIMATELY AT ELEVATION 877.00

EXISTING 15" CULVERT

C1.6 Horz Scale: 1:15

GRADING PLAN

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#3

AutoCAD SHX Text F.F.E.=880.24

AutoCAD SHX Text D.S.E.=880.24

AutoCAD SHX Text D.S.E.=880.28

AutoCAD SHX Text D.S.E.=880.21

AutoCAD SHX Text D.S.E.=880.23

AutoCAD SHX Text

CP#2024

AutoCAD SHX Text I.E.=872.63

AutoCAD SHX Text I.E.=872.67

AutoCAD SHX Text

CP#10003

AutoCAD SHX Text

BUILDING #1395

AutoCAD SHX Text

72" CMP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

EXERCISE AREA

AutoCAD SHX Text

WOOD PLATFORM

AutoCAD SHX Text E. Eaton Road

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

FIN FL EL = 881.24

AutoCAD SHX Text

FIN FL EL = 881.24

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

EXPAND BUILDING 1395

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

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 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

PROPOSED BLDG. ADDITION

AutoCAD SHX Text

EXISTING BLDG.

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text

E. EATON ROADEATON ROAD

AutoCAD SHX Text

PROPOSED SWALE SLOPE = 0.23%

AutoCAD SHX Text

PROPOSED SWALE SLOPE = 0.23%

AutoCAD SHX Text

PROPOSED SWALE SLOPE = 0.38%

AutoCAD SHX Text WETLAND DELINEATION BOUNDARY (TYPICAL) DO NOT DISTURB. VERIFY BOUNDARY PRIOR TO START OF CONSTRUCTION.

AutoCAD SHX Text

PROPOSED SPOT ELEVATION (TYP)

AutoCAD SHX Text

PROPOSED CONTOUR (TYP)

AutoCAD SHX Text

EXISTING CONTOUR (TYP)

AutoCAD SHX Text

PROPOSED SWALE SLOPE = 0.23%

NOTE: THE 100 YEAR FLOOD ELEVATION IS APPROXIMATELY AT ELEVATION 877.00

C5.1DETAILS 1

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 1/24/2020

AutoCAD SHX Text

AutoCAD SHX Text 22/01/2020

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

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 FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

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FLOW

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STAKED STRAW OR WOOD FIBER 6" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING

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45%%D ELBOW

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CONCRETE FILL

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MIN

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ELBOW

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90%%D LONG RADIUS

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WATERMAIN

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TRENCH

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BACKFILL

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C X"%%C WATERMAIN

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MIN

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CONCRETE FILL

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AutoCAD SHX Text %%u45%%d BEND

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THRUST BLOCK/WATERMAIN

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NO SCALE

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BACKFILL

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POSITIVE MECHANICAL SEAL

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(KOR-N-SEAL OR EQUAL)

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CLAMP WITH DRAW BOLTS

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AND NUTS

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STAINLESS STEEL EXTERNAL

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WATERTIGHT PIPE CONNECTION AT MANHOLES

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NO SCALE

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GRANULAR MATERIAL

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BEDDING MATERIAL

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SUBGRADE

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PAY WIDTH FOR SURFACE

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REPLACEMENT (BD + H)

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BACKFILL

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PIPE BEDDING & TRENCH BACKFILL

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NO SCALE

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SUITABLE

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MATERIALS

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OD/4

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OD/4

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4" MIN

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12" FOR 6"-48"%%C

AutoCAD SHX Text 18" FOR 54"-66"%%c

AutoCAD SHX Text 24" FOR 72"-96"%%c

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COMPACTED

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BIOROLL DITCH CHECK

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NO SCALE

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EXPAND BUILDING 1395

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PRE-ASSEMBLED SILT FENCE

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NO SCALE

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RUNOFF

AutoCAD SHX Text NOTES: 1. WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES, WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES, USE HEAVY DUTY SILT FENCE WITHOUT BALE BACKING.

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2 ACRES MAXIMUM DRAINAGE AREA PER FENCE SEGMENT

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600' MAXIMUM LENGTH

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TURN ENDS UPSLOPE TO PREVENT FLOW BYPASS

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COMPACTED SUBGRADE

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6"X6" EARTH FILL OR PLOWED IN MINIMUM IN 6" FABRIC

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6" HORIZONTAL MINIMUM

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MINIMUM 6" BURY

AutoCAD SHX Text 1 " X 1 " X 4'-0" WOOD POSTS 12" X 1 " X 4'-0" WOOD POSTS 12" X 4'-0" WOOD POSTS MINIMUM 1'-6" EMBEDMENT

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PRE-ASSEMBLED

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MAXIMUM 7 ' ON CENTER 12' ON CENTER SPACING OF POSTS

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PRE-ASSEMBLED SILT FENCE PLACED ON CONTOUR

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FINISHED GROUND LINE

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DETAILS 1

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HDPE PIPE

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D.I. PIPE

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D.I. PIPE

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D.I. PIPE

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POLYETHYLENE MECHANICAL JOINT ADAPTOR CONNECTED TO HDPE PIPE

AutoCAD SHX Text MECHANICAL JOINT ADAPTER CONNECTION KIT. INSTALL PER MANUFACTURERS RECOMMENDATIONS

AutoCAD SHX Text INSTALL MECHANICAL RESTRAINT HARNESSES AT A MINIMUM OF TWO JOINTS FROM THE TRANSITION CONNECTION.

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AWWA C153 COMPACT FITTING

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GASKET

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NOTE:

AutoCAD SHX Text MAKE ALL HDPE PIPE CONNECTIONS TO D.I. PIPE, FITTINGS OR VALVES PER HDPE PIPE MANUFACTURERS RECOMMENDATIONS ALLOW HDPE PIPE TO RELAX 24 HOURS PRIOR TO MAKING CONNECTION TO D.I PIPE

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HDPE TO DUCTILE IRON PIPE CONNECTION

NO SCALE

C5.2

DETAILS 2

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SEH

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DMC

AutoCAD SHX Text 1/24/2020

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AutoCAD SHX Text 22/01/2020

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JSN

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GMI

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AutoCAD SHX Text FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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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

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

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AutoCAD SHX Text FORT McCOY, WISCONSIN

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EROSION CONTROL BLANKET

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NO SCALE

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EXPAND BUILDING 1395

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SOD

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JUNCTION SLOT

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(SOD ONLY)

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AND MATS ARE BEING USED

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EROSION MAT OVER SEEDING:

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THE EXISTING SLOPE AND SOIL CONDITIONS SO WARRANT.

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VERSELY TO THE FLOW LINE OF THE DITCH.

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50 FEET ON GRADES EXCEEDING 3 PERCENT.

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D: SOD STRIPS MAY BE PLACED EITHER LONGITUDINALLY OR TRANS-

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C: THE WIDTH OF EROSION MAT SHALL ALWAYS EQUAL THE SOD WIDTH.

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OF 100 FEET ON GRADES UP TO AND INCLUDING 3 PERCENT, AND

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JUNCTION OR ANCHOR SLOTS SHALL BE AT MINIMUM INTERVALS

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WITH THE STANDARD SPECIFICATIONS.

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STAGGERED A MINIMUM…

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File details come from the government source that posted it. Updated Apr 30, 2020.