1 BDoc Civil Drawings pgs 1-10.pdf

10.0'+/-

6.0'+/-

30.0' EASEMENT FOR

WAGNER CREEK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

13605 1st Ave. N. #100 Plymouth,MN55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj #

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

REMOVE EXISTING 8"

TRANSITE (DOMESTIC)

WATERMAIN - MINIMUM

COVER OF 4 FEET

DEMOLITION AND REMOVALS PLAN

- WEST

D-1

PROTECT AND

MAINTAIN EXISTING 8"

(FIRE) WATERMAIN

REMOVE AND REPLACE EXISTING

CONCRETE CURB AND GUTTER.

FULL DEPTH SAWCUT TO NEAREST

JOINT LINE - FIELD LOCATE.

REMOVE AND REPLACE EXISTING

BITUMINOUS PAVEMENT - FIELD

VERIFY AND LOCATE

PROTECT AND MAINTAIN

CONCRETE SIDEWALK

AND CURB AND GUTTER

LEGEND

M

ATC

H

LIN

E A-A

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-7 - SITE PHOTOGRAPHS 1

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-7 - SITE PHOTOGRAPHS 1

FULL DEPTH SAWCUT FOR

PROPOSED IMPROVEMENTS

- FIELD LOCATE

REMOVE EXISTING 4"

(DOMESTIC/FIRE) WATER

SERVICE TO EXISTING VALVE

REMOVE,SALVAGE, AND

REPLACE EXISTING PARKING

BUMPERS/STOPS (TYP.)

PROPERTY LIMITS

FULL DEPTH SAWCUT

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING VEGETATION

FILL AND ABANDON-IN-PLACE

EXISTING WATERMAIN

REMOVE EXISTING CONCRETE

C&G

FISHER HOUSE

BUILDING 41

WATER TOWER

BUILDING 1

PROTECT AND MAINTAIN LINES,

VALVES, ETC. TO/FROM WATER

TOWER - SEE SHEETS C-11 AND C-12

PROPERTY BOUNDARY (TYP.)

PROPERTY BOUNDARY (TYP.)

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

CONTRACTOR SHALL MAINTAIN

A MINIMUM OF TWO (2) DRIVE

AISLES OPEN AT ALL TIMES TO

MAINTAIN THE MAJORITY OF

PARKING STALLS -

COORDINATE WITH VAs COR

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

6.DUST CONTROL SHALL BE REQUIRED DURING ALL CUTTING ACTIVITIES -

PAVEMENT, PIPE, ETC.

8.3'+/-

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

13605 1st Ave. N. #100 Plymouth,MN55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj #

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

FILL AND ABANDON-IN-PLACE

EXISTING 8" TRANSITE

(DOMESTIC) WATERMAIN.

CONTRACTOR SHALL PROVIDE

LOCATION INFORMATION.

DEMOLITION AND REMOVALS PLAN

- CENTER

D-2

LEGEND

M

ATC

H

LIN

E A-A

M

ATC

H

LIN

E B-B

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-8 - SITE PHOTOGRAPHS 2

FILL AND ABANDON-IN-PLACE

EXISTING (DOMESTIC) WATER

SERVICE. CONTRACTOR

SHALL PROVIDE LOCATION

INFORMATION.

PROTECT AND MAINTAIN EXISTING

(DOMESTIC) WATER SERVICE -

FIELD VERIFY SIZE

FILL AND ABANDON-IN-PLACE

EXISTING 8" TRANSITE

(DOMESTIC) WATERMAIN

REMOVE EXISTING 8"

TRANSITE (DOMESTIC)

WATERMAIN - MINIMUM

COVER OF 4 FEET

PROTECT AND MAINTAIN CONTINUOUS

ACCESS TO LOADING DOCK AREA

THROUGHOUT CONSTRUCTION

REMOVE AND REPLACE EXISTING

CONCRETE LOADING DOCK

PAVEMENT. FULL DEPTH SAWCUT TO

NEAREST JOINT LINE - FIELD LOCATE.

PROPERTY LIMITS

FULL DEPTH SAWCUT

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING VEGETATION

FILL AND ABANDON-IN-PLACE

EXISTING WATERMAIN

REMOVE EXISTING CONCRETE

C&G

BUILDING 7

BUILDING 1

BUILDING 41

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

6.DUST CONTROL SHALL BE REQUIRED DURING ALL CUTTING ACTIVITIES -

PAVEMENT, PIPE, ETC.

DURING CONSTRUCTION, DUST

PROTECTION IS RECOMMENDED

IN THIS AREA DUE TO A SLIGHT

CHEMICAL CONTAMINATION;

WITH REMEDIATION TO AN

APPROXIMATE 5 FOOT DEPTH

REMOVE EXISTING

8" WATER VALVE.

CAP END.

PROTECT AND MAINTAIN EXISTING

MONITORING WELL (TYP.)

PROTECT AND MAINTAIN EXISTING

MONITORING WELL (TYP.)

PROTECT AND MAINTAIN EXISTING

ELECTRICAL LINE (TYP.)

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

13605 1st Ave. N. #100 Plymouth,MN55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj #

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

DEMOLITION AND REMOVALS PLAN

- EAST

D-3

REMOVE AND REPLACE EXISTING 8'

WIDE CONCRETE SIDEWALK. FULL

DEPTH SAWCUT TO NEAREST

JOINT LINE - FIELD VERIFY.

REMOVE AND REPLACE EXISTING

HEDGES, EDGING, AND

LANDSCAPING - FIELD VERIFY

REMOVE AND REPLACE EXISTING

BITUMINOUS PAVEMENT - FIELD

VERIFY AND LOCATE

LEGEND

PROPERTY LIMITS

FULL DEPTH SAWCUT

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING VEGETATION

FILL AND ABANDON-IN-PLACE

EXISTING WATERMAIN

REMOVE EXISTING CONCRETE

C&G

6.0'+/-

10.0'+/-

M

ATC

H

LIN

E B-B

32.0'+/-

5.5'+/-

8.0'+/-

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-8 - SITE PHOTOGRAPHS 2

FULL DEPTH SAWCUT FOR

PROPOSED IMPROVEMENTS

- FIELD LOCATE

REMOVE AND REPLACE EXISTING

CONCRETE CURB AND GUTTER.

FULL DEPTH SAWCUT TO NEAREST

JOINT LINE - FIELD LOCATE.

REMOVE AND REPLACE EXISTING

CONCRETE CURB AND GUTTER.

FULL DEPTH SAWCUT TO NEAREST

JOINT LINE - FIELD LOCATE.

REMOVE, SALVAGE, AND

REPLACE EXISTING PARKING

BUMPERS/STOPS. (TYP.)

PROTECT AND MAINTAIN EXISTING

8" FIRE LINE AND VALVE

PROPERTY BOUNDARY

PROPERTY BOUNDARY

CONTRACTOR SHALL MAINTAIN

ACCESS TO SPINAL CORD

INJURY CENTER

BUILDING 1

FILL AND ABANDON-IN-PLACE

EXISTING 8" TRANSITE

(DOMESTIC) WATERMAIN.

CONTRACTOR SHALL PROVIDE

LOCATION INFORMATION.

REMOVE EXISTING 8"

TRANSITE (DOMESTIC)

WATERMAIN - MINIMUM

COVER OF 4 FEET

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

REMOVE EXISTING

8" WATER VALVE

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

6.DUST CONTROL SHALL BE REQUIRED DURING ALL CUTTING ACTIVITIES -

PAVEMENT, PIPE, ETC.

30.0' EASEMENT FOR

WAGNER CREEK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

GRADING AND EROSION CONTROL

PLANS - WEST

C-1

LEGEND

PROPERTY LIMITS

FULL DEPTH SAWCUT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTROUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

INLET PROTECTION

BIO-ROLL

EXISTING SPOT ELEVATION

MATCH EXISTING ELEVATION

M

ATC

H

LIN

E A-A

PROPERTY BOUNDARY (TYP.)

PROPERTY BOUNDARY (TYP.)

CONTRACTOR SHALL MAINTAIN

A MINIMUM OF TWO (2) DRIVE

AISLES OPEN AT ALL TIMES TO

MAINTAIN THE MAJORITY OF

PARKING STALLS -

COORDINATE WITH VAs COR

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

GRADING AND EROSION CONTROL

PLANS - CENTER

C-2

LEGEND

PROPERTY LIMITS

FULL DEPTH SAWCUT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTROUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

INLET PROTECTION

BIO-ROLL

EXISTING SPOT ELEVATION

MATCH EXISTING ELEVATION

M

ATC

H

LIN

E A-A

M

ATC

H

LIN

E B-B

PROTECT AND MAINTAIN CONTINUOUS

ACCESS TO LOADING DOCK AREA

THROUGHOUT CONSTRUCTION

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

DURING CONSTRUCTION, DUST

PROTECTION IS RECOMMENDED

IN THIS AREA DUE TO A SLIGHT

CHEMICAL CONTAMINATION;

WITH REMEDIATION TO AN

APPROXIMATE 5 FOOT DEPTH

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

GRADING AND EROSION CONTROL

PLANS - EAST

C-3

LEGEND

PROPERTY LIMITS

FULL DEPTH SAWCUT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTROUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNKNOWN UTILITY

EXISTING COMMUNICATION

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING TRAFFIC SIGNAL PULL

BOX

EXISTING TRANSFORMER

INLET PROTECTION

BIO-ROLL

EXISTING SPOT ELEVATION

MATCH EXISTING ELEVATION

M

ATC

H

LIN

E B-B

CONTRACTOR SHALL MAINTAIN

ACCESS TO SPINAL

CORD INJURY CENTER

PROPERTY BOUNDARY (TYP.)

PROPERTY BOUNDARY (TYP.)

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

30.0' EASEMENT FOR

WAGNER CREEK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

SITE AND UTILITY PLANS - WEST

C-4

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

ADJACENT PROPERTY

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NUMBER OF PARKING STALL IN

SECTION

406 LF 10" WM *

REPLACE CONCRETE

CURB AND GUTTER

- MATCH EXISTING

417.9'+/-

16.0'+/-

REPLACE PAVEMENT

STRIPING - MATCH

EXISTING (TYP.)

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-7 - SITE PHOTOGRAPHS 1

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-7 - SITE PHOTOGRAPHS 1

M

ATC

H

LIN

E A-A

REPLACE ASPHALT PAVING IN

KIND - MATCH EXISTING

STRUCTURE AND SEE DETAIL

ON SHEET C-6

REPLACE SALAVGED PARKING

BUMPERS/STOPS (TYP.) CONNECT TO EXISTING

8" VALVE w/ 8" TO 10" EXPANDER

- AS LIMIT OF CONSTRUCTION

PROTECT AND MAINTAIN

EXISTING 8" FIRE

WATERMAIN

CONNECT TO EXISTING

4" VALVE - AS LIMIT

OF CONSTRUCTION

CONNECT TO EXISTING

8" VALVE w/ 10" TO 8"

REDUCER - AS LIMIT

OF CONSTRUCTION

PROPERTY BOUNDARY (TYP.)

PROPERTY BOUNDARY (TYP.)

PROTECT AND MAINTAIN LINES,

VALVES, ETC. TO/FROM WATER

TOWER - SEE SHEETS C-11 AND C-12

* MINIMUM FOUR (4') FOOT COVER TO TOP OF PIPE

INSTALL 10"x10"x10" TEE

AND 10" TO 4" REDUCER -

FIELD VERIFY REDUCER

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

CONTRACTOR SHALL

DETERMINE AND PROVIDE ALL

BENDS, FITTINGS, ETC. (TYP.)

CONTRACTOR SHALL

DETERMINE AND PROVIDE ALL

BENDS, FITTINGS, ETC. (TYP.)

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

CONTRACTOR SHALL MAINTAIN

A MINIMUM OF TWO (2) DRIVE

AISLES OPEN AT ALL TIMES TO

MAINTAIN THE MAJORITY OF

PARKING STALLS -

COORDINATE WITH VAs COR

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

SITE AND UTILITY PLANS - CENTER

C-5

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

ADJACENT PROPERTY

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NUMBER OF PARKING STALL IN

SECTION

17.5'+/-

13.4'+/-

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-8 - SITE PHOTOGRAPHS 2

M

ATC

H

LIN

E A-A

M

ATC

H

LIN

E B-B

CONNECT TO EXISTING 8" DIP

WATER LINE AT EXISTING

COUPLING - FIELD LOCATE

PROTECT AND MAINTAIN CONTINUOUS

ACCESS TO LOADING DOCK AREA

THROUGHOUT CONSTRUCTION

INSTALL 24" LONG x 1" DIA.

DOWELS AT 18" O.C.;

REPLACE CONCRETE PAVING

IN KIND - MATCH EXISTING

STRUCTURE

CONNECT TO EXISTING 3"

UNDERGROUND ELBOW (+/- 6 LF) - AS

LIMIT OF CONSTRUCTION - SEE DETAIL

ON SHEET C-8 - SITE PHOTOGRAPHS 2

CONNECT TO EXISTING 4"

UNDERGROUND ELBOW (+/- 4 LF) - AS

LIMIT OF CONSTRUCTION - SEE DETAIL

ON SHEET C-8 - SITE PHOTOGRAPHS 2

* MINIMUM FOUR (4') FOOT COVER TO TOP OF

PIPE; AND INCLUDES LENGTH TO BUILDING FACE.

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

+/- 20 LF 10" WM *

CONTRACTOR SHALL

DETERMINE AND PROVIDE ALL

BENDS, FITTINGS, ETC. (TYP.)

CONNECT TO EXISTING 6" VALVE - AS

LIMIT OF CONSTRUCTION - SEE DETAIL

ON SHEET C-8 - SITE PHOTOGRAPHS 2

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER OF RECORD.

5.PRESERVE AND PROTECT ALL EXISTING TREES AND TURF.

DURING CONSTRUCTION, DUST

PROTECTION IS RECOMMENDED

IN THIS AREA DUE TO A SLIGHT

CHEMICAL CONTAMINATION;

WITH REMEDIATION TO AN

APPROXIMATE 5 FOOT DEPTH

+/- 49 LF 10" WM *

INSTALL BENEATH THE SHOWN

EXISTING ELECTRICAL LINE

CONTRACTOR SHALL

DETERMINE AND PROVIDE ALL

BENDS, FITTINGS, ETC. (TYP.)

CAP END AT TEE

26.4'+/-

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

020'40'

N

SITE AND UTILITY PLANS - EAST

C-6

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

ADJACENT PROPERTY

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NUMBER OF PARKING STALL IN

SECTION

63.7'+/-

32.0'+/-

REPLACE PAVEMENT

STRIPING - MATCH

EXISTING (TYP.)

PROTECT AND MAINTAIN EXISTING

STANDING VALVE RACK (TYP.) - SEE

SHEET C-8 - SITE PHOTOGRAPHS 2

PAVEMENT PATCHING DETAIL

N.T.S.

EXISTING HMA OVERLAY

AND/OR SURFACE COURSE

- MATCH EXISTING (TYP.).

1 1/2" MINIMUM

EXISTING PAVEMENT MATCH EXISTING

PAVEMENT TYPE

- ADD DOWELS

AS NECESSARY

PER PLAN AND/OR AS

NEEDED (MINIMUM) -

TO NEAREST JOINT LINE

T

T + 2" (M

IN

FULL-DEPTH SAWCUT (TYP.)

12"

(MIN.)

12"

(MIN.)

IF SUBGRADE OR SUBBASE MATERIAL IS

REQUIRED BELOW PATCH, BRING MATERIAL TO

A LEVEL TWO (2") INCHES BELOW BOTTOM OF

EXISTING PAVEMENT (TYP.)

M

ATC

H

LIN

E B-B

REPLACE CONCRETE

SIDEWALK - MATCH EXISTING

REPLACE CONCRETE

CURB AND GUTTER

- MATCH EXISTING

REPLACE HEDGES,

EDGING, AND

LANDSCAPING (TYP.)

REPLACE SALVAGED PARKING

BUMPERS/STOPS (TYP.)

REPLACE ASPHALT PAVING IN

KIND - MATCH EXISTING

STRUCTURE AND SEE DETAIL

ON THIS SHEET

83 LF 10" WM *

PROPERTY BOUNDARY (TYP.)

PROPERTY BOUNDARY (TYP.)

CONTRACTOR SHALL

MAINTAIN ACCESS TO

SPINAL INJURY CENTER

PROTECT AND

MAINTAIN EXISTING 8"

FIRE LINE AND VALVE

SEE MEP PLANS FOR

BUILDING FOUNDATION

PENETRATION INFORMATION

10" VALVE IN PAVMENT -

12" +/- FROM CURBING

CONNECT TO EXISTING 8"

UNDERGROUND ELBOW w/

8" TO 10" EXPANDER - AS

LIMIT OF CONSTRUCTION

* MINIMUM FOUR (4') FOOT COVER TO TOP OF

PIPE; AND INCLUDES LENGTH TO BUILDING FACE.

SEE MEP PLANS FOR

ADDITIONAL WORK

INSIDE THE BUILDING

CONTRACTOR SHALL

DETERMINE AND PROVIDE ALL

BENDS, FITTINGS, ETC. (TYP.)

SURVEY NOTES:

1.FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK') BY MILLER LEGG. ADDITIONAL UTILITY LOCATION(S) ARE

FROM VA SUPPLIED CAD FILES (SHOWN 'GRAY SCALE').

2.THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3.IRRIGATION HEADS, LINES, ETC. MAY BE FOUND THROUGHOUT THE VAMC

CAMPUS; AND ARE NOT SHOWN HEREIN FOR CLARITY.

4.CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS. PRESERVE AND PROTECT

ALL EXISTING TREES AND TURF.

GENERAL NOTES:

1.COORDINATE WITH VAs COR FOR PROJECT PHASING; AND FOR PROJECT

WORK, STAGING, STORAGE, ETC. AREAS.

2.SHORING FOR BUILDING AND/OR UTILITY EXCAVATION MAY BE USED AT THE

DISCRETION OF THE CONTRACTOR; AND AS APPROVED IN WRITING BY THE

OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO CONSTRUCTION

ACTIVITIES.

3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT

CONSTRUCTION AND SHALL SUBMIT THESE AS-BUILT PLANS TO THE ENGINEER

UPON COMPLETION OF WORK.

4.SUBSTITUTIONS FROM INFORMATION SHOWN HEREIN SHALL BE REVIEWED

Drawing Number

Project Title

Location

Issue DateCheckedDrawn

Drawing Title

Approved:

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

2 145678910

Phase

ARCHITECT/ENGINEER OF RECORDSTAMP CONSULTANT

3 2 145678910

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC, FL

546-19-102

Project Director

07-08-2020JRKMLT Revisions:Date:

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

JAY

RONALD KOESTER LICENSE

FLORIDA

SITE PHOTOGRAPHS 1

C-7

1WEST STANDING VALVE RACK @ NW 14TH AVENUE - LOOKING WESTERLY

NO SCALE3VALVE CONNECTION - LOOKING NORTHEASTERLY

NO SCALE

4VALVE CONNECTION - LOOKING EASTERLY

NO SCALE5STANDING VALVE RACKS WEST OF BUILDING 41 - LOOKING EASTERLY

NO SCALE6STANDING VALVE RACKS WEST OF BUILDING 41 - LOOKING EASTERLY

NO SCALE

2FISHER HOUSE SERVICE VALVE - LOOKING SOUTHERLY

NO SCALE

EXISTING VALVE IS LIMIT

OF CONSTRUCTION

EXISTING VALVE IS LIMIT

OF CONSTRUCTION

EXISTING VALVE IS LIMIT

OF CONSTRUCTION

EXISTING VALVE (FOR

FISHER HOUSE) IS LIMIT

OF CONSTRUCTION

EXISTING STANDING VALVE

RACKS ON OPPOSITE SIDE

OF WALL

NW 14TH AVENUE

(BEYOND FENCE)

FISHER HOUSE

EXISTING VALVE TO/FROM

EXISTING WATER TOWER

WATER TOWER

EXISTING VALVE TO/FROM

EXISTING WATER TOWER

NOTES:

1.PHOTOGRAPHS WERE TAKEN BY ANDERSON ENGINEERING OF MN, LLC ON

FEBRUARY 19TH AND 20TH, 2020.

EXISTING TRENCH CUT

BETWEEN STANDING VALVE

RACK AND BUILDING 41