Atch 8 - Civil 2 of 2.pdf

MATCHLINE: SHEET CL-404

MATCHLINE: SHEET CL-401

M A

TC

H

LIN

E

: S H

E E

T C L-401

M A

TC

H

LIN

E

: S H

E E

T C L-402

M A

TC

H

LIN

E

: S H

E E

T C L-408

M A

TC

H

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E

: S H

E E

T C L-401

2N D

S

TR

E E

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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/1 6/

:2

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2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

RESTORATION - PLAN 1

T449

LIMITS OF

CONSTRUCTION (TYP.)

FUTURE EXPANSION

OF BUILDING #32

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

CONCRETE SIDEWALK

RESTORATION (TYP.)

SEE DETAIL 1/C-506

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

N

0 40' 80'20'

CL-401

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

PROPOSED REPLACEMENT TREES.

RESTORATION NOTES:

T370

952 952

951 951

950 950

M A

TC

H

LIN

E

: S H

E E

T C L-402

M A

TC

H

LIN

E

: S H

E E

T C L-403

MATCHLINE: SHEET CL-401

MATCHLINE: SHEET CL-402

F S

TR

E E

T

2ND STREET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

CL-402

RESTORATION - PLAN 2

LIMITS OF

CONSTRUCTION (TYP.)

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

T449

HISTORICAL FOUNDATION

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

M A

TC

H

LIN

E

: S H

E E

T C L-402

M A

TC

H

LIN

E

: S H

E E

T C L-403

MATCHLINE: SHEET CL-404

MATCHLINE: SHEET CL-403

1ST STREET

F S

TR

E E

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

RESTORATION - PLAN 3

CL-403

LIMITS OF

CONSTRUCTION (TYP.)

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

PROTECT EXISTING

CONCRETE STEAM

TUNNEL

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

402A

M A

TC

H

LIN

E

: S H

E E

T C L-404

M A

TC

H

LIN

E

: S H

E E

T C L-403

MATCHLINE: SHEET CL-404

MATCHLINE: SHEET CL-401

M A

TC

H

LIN

E

: S H

E E

T C L-405

M A

TC

H

LIN

E

: S H

E E

T C L-404

F STREET

2N D

S

TR

E E

T

3R D

S

TR

E E

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

CL-404

RESTORATION - PLAN 4

LIMITS OF

CONSTRUCTION (TYP.)

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

CONCRETE SIDEWALK

RESTORATION (TYP.)

SEE DETAIL 1/C-506

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

MATCHLINE: SHEET CL-406

MATCHLINE: SHEET CL-405

M A

TC

H

LIN

E

: S H

E E

T C L-408

M A

TC

H

LIN

E

: S H

E E

T C L-405

MATCHLINE: SHEET CL-405

MATCHLINE: SHEET CL-404

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

CL-405

RESTORATION - PLAN 5

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

402403

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

CONCRETE SIDEWALK

RESTORATION (TYP.)

SEE DETAIL 1/C-506

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

LIMITS OF

CONSTRUCTION (TYP.)

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

412411

M A

TC

H

LIN

E

: S H

E E

T C L-406

M A

TC

H

LIN

E

: S H

E E

T C L-405

M A

TC

H

LIN

E

: S H

E E

T C

L-407

M A

TC

H

LIN

E

: S H

E E

T C

L-406

4TH

S

TR

E

E T

G STREET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

CL-406

RESTORATION - PLAN 6

LIMITS OF

CONSTRUCTION (TYP.)

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

CONCRETE SIDEWALK

RESTORATION (TYP.)

SEE DETAIL 1/C-506

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

MATCHLINE: SHEET CL-407

MATCHLINE: SHEET CL-406

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

CL-407

RESTORATION - PLAN 7

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

LIMITS OF

CONSTRUCTION (TYP.)

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

CONCRETE SIDEWALK

RESTORATION (TYP.)

SEE DETAIL 1/C-506

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

401 401

M A

TC

H

LIN

E

: S H

E E

T C L-408

M A

TC

H

LIN

E

: S H

E E

T C L-408

MATCHLINE: SHEET CL-405

MATCHLINE: SHEET CL-408

M A

TC

H

LIN

E

: S H

E E

T C L-408

M A

TC

H

LIN

E

: S H

E E

T C L-401

E STREET

M A

TC

H

LIN

E

: S H

E E

T C L-408

M A

TC

H

LIN

E

: S H

E E

T C L-408

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ l_ si te

.d w jri ch ne r s av ed :3

/1 6/

:2 lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

AJB

Sheet of 38

RESTORATION - PLAN 8

CL-408

THE FOLLOWING 25 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED

BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.

23 25 32 36 40 52 400

401 402 403 404 405 406 407

408 409 410 411 412 415 416

423 425 452 455

BUILDINGS SERVED

N

0 40' 80'20'

LIMITS OF

CONSTRUCTION (TYP.)

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

CONCRETE PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 3/C-505

CONCRETE PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 1/C-506

ASPHALT PAVEMENT

RESTORATION (TYP.)

SEE DETAIL 2/C-505

LEGEND

EXISTING PERIMETER FENCE

EXISTING PAVEMENT EDGE

EXISTING CONCRETE CURB

ASPHALT PAVEMENT RESTORATION

CONCRETE SIDEWALK RESTORATION

TURF RESTORATION

CONSTRUCTION LIMITS

EXISTING SANITARY HANHOLE

EXISTING HYDRANT & VALVES

EXISTING STORM MANHOLE

EXISTING ELECTRICAL MANHOLE

EXISTING STREET LIGHTING

EXISTING COMMUNICATIONS MANHOLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING DECIDUOUS TREE

EXISTING CONIFER TREE

TURF RESTORATION - SOD

(SEE SPEC. 32 90 00)

LIMITS OF

CONSTRUCTION (TYP.)

1. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR

FIBER OPTIC CONSTRUCTION IN-KIND WITHIN 14 CALENDAR

DAYS OF COMPLETING WORK IN THE SPECIFIC AREA.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS, REVIEW

WITH COR AND VA STAFF PRIOR TO INSTALLING PLANTS.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEM IS OPERATIONAL. IF IRRIGATION

SYSTEM(S) ARE DISTURBED DURING CONSTRUCTION,

CONTRACTOR SHALL RESTORE TO WORKING ORDER.

5. ALL SEED AND PLANTING AREAS WITH NO PERMANENT

IRRIGATION SHALL RECEIVE TEMPORARY IRRIGATION FOR

ESTABLISHMENT.

6. TREE MITIGATION: ALL TREES REMOVED WILL BE REQUIRED TO

BE REPLACED IN KIND AT A 50% RATE OF THE DIAMETER. FOR

EXAMPLE, IF A 24" DECIDUOUS TREE IS TO BE REMOVED, IT

SHALL BE REPLACED WITH 12" TOTAL CALIPER INCHES OF

DECIDUOUS TREES. IF THE CALIPER SIZE OF THE

REPLACEMENT TREES IS 4", THEN THE CONTRACTOR SHALL BE

REQUIRED TO REPLACE WITH (3) 4" CALIPER TREES.

7. AT THIS TIME, VA STAFF HAS NOT DETERMINED THE

PREFERRED LOCATIONS FOR PLANTING OF REPLACEMENT

TREES. CONTRACTOR SHALL COORDINATE THE LOCATIONS

WITH THE COR TO DETERMINE LOCATIONS FOR PLANTINGS OF

SEALANT-JOINT 14" MIN. WIDE BY 38"

DEEP (TYP.)

CAST IN PLACE EXTERIOR CONCRETE DUCT

BANK PER DETAIL 1.

ESCUTCHEON (TYP.)

PVC CONDUIT PENETRATIONS

PLYWOOD BACKER FOR

JUNCTION BOARD.

TERMINATE PVC CONDUIT

WITHIN MAINTENANCE HOLE

(INSERT TAPERED PLUG FOR USED

CONDUITS OR CAP FOR UNUSED

CONDUITS)

SCALE:2 PULLBOX PENETRATION DETAIL

NOT TO SCALE

SCALE:5 FIBER OPTIC PULLBOX (30"X30")

NOT TO SCALE

CONCRETE KNOCKOUT

VARIES BY DUCT SIZE

2 EACH SIDE WALL

CAST IN

FRAME ASSEMBLY

GALVANIZED DROP IN BOLT DOWN

COVER ASSEMBLIESCOVER MARKED

"TELEPHONE"

18 HOLE CABLE RACK

2 PER SIDE WALL

4 TOTAL

18"x18"

KNOCKOUT

1 EACH

END WALL

6"

12"

2'-10'

MIN

30"

30"

3'-2" 3'-2"

GALVANIZED

PULLING IRONS 2

TOTAL

NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL

STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS

GENERAL NOTES:

1.

2.

3.

4.

5.

CONCRETE SHALL BE 2000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.

PROVIDE #4 REINFORCING RODS ON TOP AND BOTTOM OF DUCTS WHEN CROSSING OR PLACED IN ROADWAYS.

MINIMUM COVER TO TOP OF ENVELOPE SHALL BE 610mm (24") OR AS OTHERWISE SPECIFIED IN SECTION 26 05 41.

PROVIDE MINIMUM 152mm (6") SPACE BETWEEN POWER AND TELECOMMUNICATION DUCTS. INCREASE SIZE AS

REQUIRED.

INNERDUCT QUANTITY AND SIZE AS INDICATED ON PLANS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils

.d w jri ch ne r s av ed :4

/1 4/

0:

A lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38

CIVIL DETAILS

C-501

JPR

SCALE:1

DUCT BANK DETAILS

VA STANDARD DETAIL - SD 26 05 41-02

NOT TO SCALE

4"

COMPACTED GRANULAR MATERIAL

PVC CONDUIT

SCALE:6 TERMINATION AT BUILDING

NOT TO SCALE

PULLBOX NOTES

1. CONCRETE PULLBOXES SHALL BE MONOLITHICALLY-POURED REINFORCED CONCRETE

2. COVERS SHALL HAVE MOLDED LETTERING, FIBER OPTIC.

3. PULLBOXES SHALL COMPLY WITH THE REQUIREMENTS OF ANSI 77 LOADING REQUIREMENTS AS FOLLOWS:

3.1. LIGHT DUTY: NON-PAVED AREAS

3.2. TIER 8: SIDEWALK LOCATIONS NOT CROSSING DRIVEWAYS

3.3. AASHTO H-20: PARKING LOTS, ROADWAYS, OR ACCESS DRIVES

4. MAXIMUM SPACING BETWEEN PULLBOXES SHALL BE 300 LF, MEASURED ALONG THE HORIZONTAL ALIGNMENT.

DUCT BANK NOTES

1. AFTER EXCAVATION OF THE TRENCH, STAKES SHALL BE DRIVEN IN THE

BOTTOM OF THE TRENCH AT 4-FOOT INTERVALS TO ESTABLISH THE

GRADE AND ROUTE OF THE DUCT BANK.

2. ALL CONCRETE DUCTS WITH MULTIPLE CONDUIT RUNS SHALL HAVE

CONDUIT SPACERS WITH MAXIMUM SPACING OF 5 FEET. SECURE

SPACERS TO PREVENT FLOATING DURING CONCRETE POUR.

3. PITCH THE DUCTS UNIFORMLY (0.33% MIN. SLOPE). AVOID PITCHING

THE DUCTS TOWARD BUILDINGS.

4. POUR EACH RUN OF CONCRETE ENVELOPE BETWEEN PULLBOXES OR

OTHER TERMINATIONS IN ONE CONTINUOUS POUR. IF MORE THAN ONE

POUR IS NECESSARY, TERMINATE EACH POUR IN A VERTICAL PLANE

AND INSTALL 0.75-INCH REINFORCING ROD DOWELS EXTENDING 18

INCHES INTO CONCRETE ON BOTH SIDES OF JOINT NEAR CORNERS OF

ENVELOPE.

5. MINIMUM RADIUS OF CONDUITS SHALL BE SIX TIMES CONDUIT

DIAMETER. MAXIMUM OF 180-DEGREES OF TOTAL BENDS BETWEEN

PULLBOXES.

6. AFTER THE CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED,

THE TRENCH SHALL BE BACKFILLED TO GRADE WITH EARTH WITH

APPROPRIATE TRACER WIRE AND WARNING TAPE INSTALLED PER

DETAILS 1, 2, AND 3 SHEET C-502.

7. DUCT LINES SHALL TERMINATE AT WINDOW OPENINGS IN PULLBOX

WALLS PER DETAILS 3 AND 4/SHEET C-501.

8. STAGGER COUPLINGS IN ROWS AND LAYERS TO ENSURE MAXIMUM

STRENGTH AND RIGIDITY OF THE DUCT BANK. CONDUIT JOINTS IN

CONCRETE MAY BE PLACED SIDE BY SIDE HORIZONTALLY, BUT SHALL

BE STAGGERED AT LEAST 6 INCHES VERTICALLY.

9. KEEP CONDUITS CLEAN OF EARTH, SAND, OR GRAVEL, AND SEAL WITH

TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF THE WORK.

10. WHERE SPARE CONDUITS ARE SHOWN, THEY SHALL HAVE A NYLON

PULL ROPE INSTALLED. THEY SHALL BE CAPPED AT EACH END AND

LABELED AS TO LOCATION OF THE OTHER END.

11. WITHIN 10 FEET OF BUILDING AND PULLBOX WALL PENETRATIONS,

INSTALL REINFORCING STEEL BARS AT THE TOP AND BOTTOM OF EACH

CONCRETE ENVELOPE TO PROVIDE PROTECTION AGAINST VERTICAL

SHEARING.

12. INSTALL REINFORCING STEEL BARS AT THE TOP AND BOTTOM OF EACH

CONCRETE ENVELOPE OF ALL DUCTS UNDERNEATH ROADWAYS AND

PARKING AREAS.

13. BORE CASING PIPE AS SHOWN ON PLANS UNDER EXISTING TUNNEL.

14. FILL BORED PIPE SECTION WITH FLOWABLE FILL.

INSERT TAPERED PLUGS

IN PVC STUBS.

4"

TERMINATE CONCRETE DUCT BANK

5.0' FROM FACE OF EX. BUILDING

CAST-IN-PLACE CONCRETE

DUCT BANK PER DETAIL 1

PLASTIC

SPACER

INNERDUCT,

SEE NOTE

DUCT

[SIZE AS

INDICATED ON

DWGS.]

(3

3" m m m m m m

3"

76mm (3")

76mm

(3")

(3") 76mm

152mm

TIE

WIRE

(6")(SEE NOTE 4)

(3")

6-WAY DUCT LINE

4-WAY DUCT LINE2-WAY DUCT LINE

(3") 76mm

(3 m m

(3 ") 76 m m

76mm

(3") 76mm

3" m m

3" m m

(3 m m (3")

(3") 76mm

(3") 76mm76mm

(T Y

P

(4") 102mm Ø

(3") 76mm

(20") 508mm Ø

STEEL CASING PIPE

SEE NOTE 13

SEE NOTE 14

PLASTIC

SPACER

DUCT

[SIZE AS

INDICATED ON

DWGS.]

10-WAY DUCT LINE

PLASTIC

SPACER

DUCT

[SIZE AS

INDICATED ON

DWGS.]

(3

3" m m m m m m

3"

76mm (3") 76mm

(3")

(3") 76mm

TIE

WIRE

8-WAY DUCT LINE

m m

3"

(3

3" m m m m m m

3"

76mm (3") 76mm

(3") m m

3"

(3") 76mm

TIE

WIRE

20" STEEL CASING PIPE

EQ EQ

5-WAY DUCT LINE

3" m m

3" m m

(3 m m (3")

(3") 76mm

(3") 76mm76mm

3" m m

(3") 76mm

EQ EQ

EQ EQ EQ

76mm (3")

76mm (3")

SCALE:4 EXTERIOR PULL BOX (30"X48")

NOT TO SCALE

CONCRETE KNOCKOUT

VARIES BY DUCT SIZE

9" SUMP

CAST IN

FRAME ASSEMBLY

GALVANIZED DROP IN LOCKING

COVER ASSEMBLIES

COVER MARKED

"TELEPHONE"

18 HOLE CABLE RACK

2 PER SIDE WALL

4 TOTAL

18"x18"

KNOCKOUT

1 EACH

END WALL

GALVANIZED

PULLING IRONS 2

TOTAL

6"

VARIES

2'-10' MIN

30" 48"

4'-8" 3'-2"

NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL

STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS

CONTRACTOR TO DETERMINE

CONCRETE WALL THICKNESS

BASED ON DEPTH OF STRUCTURE

PROVIDE INTERLOCKING

EDGE AROUND PERIMETER (TYP.)

INSTALL STEPS AT 16"

VERTICAL SPACING

LOWEST STEP SET AT 24"

ABOVE PULL BOX FLOOR

NOTE: STEPS NOT REQUIRED FOR PULL BOXES

LASS THAN 42" INSIDE HEIGHT.

SCALE:3 EXTERIOR PULL BOX (48"X48")

NOT TO SCALE

NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL

STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS

CONCRETE KNOCKOUT

VARIES BY DUCT SIZE

9" SUMP

CAST IN

FRAME ASSEMBLY

GALVANIZED DROP IN LOCKING

COVER ASSEMBLIES

COVER MARKED

"TELEPHONE"

18 HOLE CABLE RACK

2 PER SIDE WALL

4 TOTAL

18"x18"

KNOCKOUT

1 EACH

END WALL

GALVANIZED

PULLING IRONS 2

TOTAL

6"

VARIES

2'-10' MIN

48" 48"

4'-8" 4'-8"

CONTRACTOR TO DETERMINE

CONCRETE WALL THICKNESS

BASED ON DEPTH OF STRUCTURE

PROVIDE INTERLOCKING

EDGE AROUND PERIMETER (TYP.)

INSTALL STEPS AT 16"

VERTICAL SPACING

LOWEST STEP SET AT 24"

ABOVE PULL BOX FLOOR

(MAX DEPTH 42")

3" 3"

VARIES BASED ON

NUMBER OF CONDUITS

12" MIN.

CLEARANCE

43" MIN.

DEPTH FOR

OPTION A

24" MIN. CLEARANCE

TO TOP OF CONDUIT

4" PVC

CONDUITS

CONCRETE

ENCASEMENT

EXISTING UTILITY

3"

12" MIN.

CLEARANCE

4" PVC

CONDUITS

CONCRETE

ENCASEMENT

EXISTING UTILITY

OPTION A OPTION B

6" TO TOP OF CONDUIT

#4 REBAR (12" O.C.)

NOTES:

1. USE OF OPTION B REQUIRES PRIOR DOCUMENTED APPROVAL OF

COR FOR ALL CASES.

2. ALL CONDUITS MUST BE REALIGNED TO STACKED ALIGNMENTS ON

EITHER SIDE OF CROSSING PRIOR TO CONNECTING TO PULL BOXES.

3"

VARIES BASED ON

NUMBER OF CONDUITS

6" COMPACTED

SUBGRADE

6" COMPACTED

SUBGRADE

3"

25" MIN.

DEPTH FOR

OPTION B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils

.d w e di t:jr ic hn er sa ve d:4

/1 4/

0:

A

M p lo t:4 /1

4/

2:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38

CIVIL DETAILS

C-502

JPR

SCALE:1 TRACER WIRE ACCESS BOX

NOT TO SCALE

TRACER WIRE ACCESS BOX SHALL BE INSTALLED

DIRECTLY ADJACENT TO MAINTENANCE HOLE. INSTALL

TRACER WIRE BOX NOT TO BE INSTALLED IN AREAS WITH

VEHICULAR TRAFFIC.

INSTALL TRACER WIRE PER SPECIFICATION

SECTION 27 05 33 2.1.G. CENTERED ON DUCT

BANK

INSTALL TRACER WIRE OUTSIDE OF

MAINTENANCE HOLE. TRACER WIRE NOT TO

ENTER MAINTENANCE HOLE.

EXISTING WATERMAIN OR SERVICE PIPE

4" STYROFOAM INSULATION,

OFFSET SEAMS BETWEEN LAYERS

2.0' MIN

12"

SCALE:2 TRACER WIRE FOR CONCRETE DUCT BANK

NOT TO SCALE

SCALE:5 WATERMAIN INSULATION

NOT TO SCALE

SCALE:3 WARNING TAPE DETAIL

NOT TO SCALE

CONCRETE DUCT BANK PER

DETAIL 1/C-501

4" M

IN

3"

4"

4"

VA

RI

ES

" M

IN

, 3

0" M

IN

U

ND

ER

P

AV

ED

A

RE

AS

NOTE

PVC CONDUITS SHALL BE WATER TIGHT

TRACER WIRE PER DETAIL 2/C-502

PROVIDE WARNING TAPE PER

SPECIFICATION SECTION 27 05 11 2.3.A

6" COMPACTED GRANULAR

MATERIAL

24" (MIN.)

30" (MIN. UNDER

PAVED AREAS)

COMPACTED GRANULAR

MATERIAL

SCALE:6 EXTRA DEPTH CROSSING DETAIL

NOT TO SCALE

" M

IN

ST

AT

IO

N

A

ST

AT

IO

N

B

S E

E P

R O

FI

LE

8.5' ± TO BOTTOM

SEE PROFILE 5.0'

MIN SEE PROFILE

MAX

30°MAX

VERTICAL

BEND (TYP.)

EX. GROUND

SURFACE

EX. UTILITY

FIBER OPTIC PULL BOX

PER DETAIL 3 OR 4

SHEET C-501

12" PER SPEC 27.05.41

TRENCHING / UTILITY CROSSING NOTES

1. INDIVIDUAL CONDUITS SHALL NOT BE INSTALLED BY JACKING OR

BORING. ALL CONDUIT MUST BE CONCRETE ENCASED.

2. BEFORE PERFORMING TRENCHING WORK AT EXISTING FACILITIES, A

GROUND PENETRATING RADAR SURVEY SHALL BE PERFORMED BY

CERTIFIED TECHNICIAN TO REVEAL ALL EXISTING UNDERGROUND

UTILITIES.

3. WORK WITH EXTREME CARE NEAR EXISTING DUCTS, CONDUITS, AND

OTHER UTILITIES TO AVOID DAMAGING THEM.

4. FORMS ARE REQUIRED WHERE SOIL IS NOT SELF-SUPPORTING.

EXISTING SOILS WITHIN THE PROJECT AREA ARE NOT EXPECTED TO BE

SELF-SUPPORTING.

5. TOPS OF CONCRETE DUCTS SHALL BE

5.1. NOT LESS THAN 24 INCHES AND NOT LESS THAN DEPTHS SHOWN

ON THE PLAN & PROFILE DRAWINGS, BELOW FINISHED GRADE.

5.2. NOT LESS THAN 30 INCHES AND NOT LESS THAN SHOWN ON THE

PLAN & PROFILE DRAWINGS, BELOW ROADS AND OTHER PAVED

SURFACES.

5.3. ADDITIONAL BURIAL DEPTH MAY BE REQUIRED TO ACCOMPLISH

MINIMUM BEND RADIUS OF DUCTS.

6. CONCRETE DUCT LINES SHALL BE INSTALLED WITH NO LESS THAN 12

INCHES OF VERTICAL SEPARATION FROM EXISTING UTILITIES.

CAST-IN-PLACE

CONCRETE DUCT

BANK PER

DETAIL 1/C-501

2.0' MINSEE PLAN

PULL BOX

5.0'

MIN

MIN 1%

SLOPE

24" (MIN.)

30" (MIN. UNDER

PAVED AREAS)

SCALE:4 ALTERNATE SHALLOW CROSSING DETAIL

NOT TO SCALE

NOTE: OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM FIBER DUCT BANKS AS

SHALLOW AS POSSIBLE WITHIN VA DESIGN REQUIREMENTS. DEPTH OF

EXISTING UTILITIES ARE UNCONFIRMED. CONTRACTOR TO FIELD VERIFY. IF

CONFIRMED DEPTH ALLOWS FOR ALTERNATE SHALLOW CROSSING ABOVE

THE EXISTING UTILITY USING OPTION A OR OPTION B, CONTRACTOR SHALL

CONTACT COR FOR APPROVAL OF DESIGN CHANGE IF OPTION B IS

REQUESTED.

2' S

U M

P

APPLIES TO CROSSINGS X-1 TO X-13. CONTRACTOR TO VERIFY DEPTH OF

EXISTING UTILITY & DETERMINE IF ALTERNATE SHALLOW CROSSING CAN

BE USED TO ELIMINATE EXTRA DEPTH CROSSING.

INLET PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils

_e ro si on c on tro l.d di t:jr ic hn d:3 /1

5/

:4

P M p lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38 C-503

CIVIL DETAILS

JPR

SCALE:1 EXISTING TREE PROTECTION

NOT TO SCALE

SCALE:2 SILT FENCE

NOT TO SCALE SCALE:3 INLET PROTECTION

NOT TO SCALE

TREE PROTECTION

AREA - DO NOT ENTER

TEMPORARY

FENCING

FENCE POST

TEMPORARY

SIGNS

CRITICAL ROOT ZONE

TREE PROTECTION AREA

1. UNDER THE GUIDANCE OF AN CERTIFIED ARBORIST AND THE COR, ERECT

TEMPORARY POSTS, FENCING AND SIGNS AT THE CRITICAL ROOT ZONE LIMIT

OR AS DIRECTED OTHERWISE.

2. TREE PROTECTION SHALL BE ERECTED TO PROVIDE A CONTINUOUS

BARRICADE BETWEEN THE TREE AND WORK AREA PRIOR TO ANY

CONSTRUCTION ACTIVITY.

3. ANY WORK REQUIRED WITHIN THE CRITICAL ROOT ZONE AREA SHALL BE

CONDUCTED UNDER FULL TIME OBSERVATION OF A CERTIFIED ARBORIST.

4. REFER TO SPECIFICATION SECTION 02 35 00 TREE PROTECTION AND

PRESERVATION FOR ADDITIONAL REQUIREMENTS.

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils

_e ro si on c on tro l.d di t:jr ic hn d:3 /1

5/

:4

P M p lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38 C-504

CIVIL DETAILS

JPR

SCALE:1 CHANNEL EROSION MAT

NOT TO SCALE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils pa vi ng a nd s ite re st or at io n.

dw di t:m m ill d:3 /1

1/

:3

P M p lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38 C-505

CIVIL DETAILS

JPR

SCALE:1

ASPHALT PATCH LESS THAN 4-FT

VA SD 32 12 16-01

NOT TO SCALE SCALE:2

ASPHALT PATCH GREATER THAN 4-FT

VA SD 32 12 16-02

NOT TO SCALE SCALE:4

PAVEMENT PATCH NOTES

VA SD 32 12 16-04

NOT TO SCALESCALE:3

CONCRETE PATCH

VA SD 32 12 16-03

NOT TO SCALE

SCALE:5

FUTURE CONDUIT A1 PROFILE FROM BUILDING

#32 EXPANSION TO FUTURE SOUTH VAULT

NOT TO SCALE SCALE:6

FUTURE CONDUIT A2 PROFILE FROM BUILDING

#32 EXPANSION TO FUTURE NORTH VAULT

NOT TO SCALE SCALE:7

FUTURE CONDUIT B PROFILE FROM BUILDING

#32 EXPANSION TO FUTURE EAST VAULT

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 s es v a to m ah e hr m in fra st ru ct ur e up gr ad es c iv il\

_0 ca d fil es s he et s\

7_ de ta ils pa vi ng a nd s ite re st or at io n.

dw di t:m m ill d:3 /1

1/

:3

P M p lo t:4

/1 4/

2:

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16477

EHRM INFRASTRUCTURE

UPGRADES, TOMAH, WI

676-21-700

03/17/2022

TOMAH, WI

LRK KWH

100% CONSTRUCTION

DOCUMENTS

Date:

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT:

XXXXX

SITE

Sheet of 38 C-506

CIVIL DETAILS

JPR

SCALE:1

CONCRETE SIDEWALK

VA SD 32 05 23-18

NOT TO SCALE

SCALE:2

CURB ACCESS RAMP

VA SD 32 05 23-10

NOT TO SCALE

SCALE:3

CONCRETE PED RAMPS ALTERNATIVE

VA SD 32 05 23-14

NOT TO SCALE

SCALE:4

TRUNCATED DOME DETAIL

VA SD 32 05 23-20

NOT TO SCALE

SCALE:5

MOUNTABLE CURB

VA SD 32 05 23-03

NOT TO SCALE SCALE:6

CONCRETE CURB AND TERMINAL SECTION

VA SD 32 05 23-17

NOT TO SCALE SCALE:7

CONCRETE POST BARRICADE

VA SD 32 05 23-04