Part2_S02 Combined Dwgs BD 11-12-20.pdf

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NEW MRI ADDITION

FFE= 199.01

SS

SS

SS

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SS

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SS

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D

LO

D

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IP

IP

TS

MU

TS

MU

TS

MU

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SF

SF

SF

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SF

SF

SF

SF

SF

SF

SF

SF

SF

SINGLE ROW OF SILT FENCE

(TYP.)

CONSTRUCTION LAYDOWN

AREA

SS

SS

SS

SS

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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

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SS SS

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UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

RELOCATED MRI TRAILER

FFE= 202.61

W W

W W

W W

SS

SS

SS

SS

SS

LOD

LOD

LOD

LOD

LOD

LOD

LOD

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UG/C

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UG/C

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UG/C

UG/C

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

SITE DATA

TOTAL DISTURBED AREA = 0.16 AC.

1" = 10'

SCALE IN FEET

10 5 10 20

EROSION CONTROL PLAN - TRAILER RELOCATION - AREA B

SCALE: 1"=10'

EROSION CONTROL PLAN - BUILDING EXPANSION - AREA A

SCALE: 1"=10'

1" = 10'

SCALE IN FEET

10 5 10 20

A

M

CG102

NRSNSY

EROSION AND SEDIMENTATION

CONTROL PLAN

5 10

EROSION AND SEDIMENT CONTROL LEGEND

DETAIL MAP SYMBOLPRACTICECODE

MULCHING

LIMITS OF DISTURBANCE

FABRIC DROP INLET

PROTECTION

LOD

N/A

IP

SEDIMENT BARRIERSEDIMENT BARRIER

SF

SILT FENCE

SF

MU

TS

MU

TS

3.07

VA DEQ STD & SPEC

3.35

3.31

N/A

3.05

TEMPORARY SEEDING

GENERAL NOTES:

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND

STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL

BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM

STANDARDS AND SPECIFICATIONS OF THE VIRGINA EROSION AND

SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS

EROSION AND SEDIMENT CONTROL REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE

CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL

DEVICES. 24 HR CONTACT: NATHAN SPENCE, P.E., (205) 397-0370.

3. THE INSTALLATION OF EROSION CONTROL MEASURES AND

PRACTICES SHALL TAKE PLACE PRIOR TO OR CONCURRENT WITH

ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIRE

PROJECT.

4. ANY AREA THAT HAS BEEN DISTURBED AND WILL REMAIN SO

FOR MORE THAN 7 DAYS SHALL BE SEEDED AND MULCHED WITHIN 5

DAYS OF BEING DISTURBED.

5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE

MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE

APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION

CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE

SEDIMENT SOURCE.

6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION CONTROL

MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, ALL

LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT.

7. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN

SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL

VOLUME.

8. WHEN SILT FENCES BECOME 1/4 FULL OF SEDIMENT, THE

SEDIMENT MUST BE REMOVED.

9. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR

PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE

CONTRACTOR.

10. ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE

SLOPE'S TOE.

11. CONCENTRATED FLOW AREAS AND ALL SLOPES GREATER

THAN 3:1 SHALL BE STABILIZED WITH APPROPRIATE EROSION

CONTROL MATTING.

12. THE PROFESSIONAL WHO SEALS THIS PLAN CERTIFIES UNDER

PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE

VISIT TO THE LOCATIONS DESCRIBED HEREIN BY THE

PROFESSIONAL OR THE PROFESSIONAL'S AUTHORIZED AGENT,

UNDER THE PROFESSIONAL'S DIRECT SUPERVISION.

13. EROSION CONTROL DEVICES THAT ARE INSTALLED AS

DIRECTED BY THE COR OR ENGINEER BUT NOT SHOWN ON THE

APPROVED PLAN AND WHICH ALSO SUBSEQUENTLY FAIL, ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

14. ALL TEMPORARY AND PERMANENT SEEDING MUST BE

PERFORMED AT THE APPROPRIATE SEASON. ADDITIONAL

PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS

FAILS TO GROW. REFER TO SHEET CG502 FOR PLANTING

SCHEDULES.

15. TOPSOIL SHALL BE STOCKPILED AND USED TO DRESS FINAL

GRADES.

16. THE CONTRACTOR WILL CLEAN OUT ACCUMULATED SILT IN THE

STORM DRAINAGE PIPES AT THE END OF CONSTRUCTION WHEN

DISTURBED AREAS HAVE BEEN STABILIZED.

17. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE

APPROVAL BY THE VA OR VADEQ OF ANY LAND DISTURBING

ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF

THE PROPERTY OWNER TO CONTACT THE APPROPRIATE

REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND THAT IS

DISTURBED.

18. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE

APPROVAL BY THE VA OR VADEQ OF ANY LAND DISTURBING

ACTIVITIES WHICH MAY IMPACT AN ENDANGERED SPECIES. IT IS

THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE

APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY

DISTURBANCE WHICH MAY HAVE THIS EFFECT.

19. ADDITIONAL BMPS MAY BE REQUIRED BY THE ENGINEER

AND/OR COR OVER THE COURSE OF THE PROJECT TO MINIMIZE

SEDIMENT RELEASE FROM THE SITE.

20. CONTRACTOR SHALL HAVE ALL BMP'S SHOWN ON THE EROSION

CONTROL PLAN INSTALLED PRIOR TO ANY MASS CLEARING OR

GRADING OPERATIONS.

21. SEDIMENT REMOVED FROM BMPs (SEDIMENT BASINS, SEDIMENT TRAPS, SILT FENCES, ETC.) IS TO BE STOCKPILED

ONSITE. PERMITTEE WILL INSTALL APPROPRIATE SEDIMENT

BARRIERS AROUND STOCKPILE. SEDIMENT FROM STOCKPILE WILL

BE USED TO ADDRESS GRADES OR BE HAULED OFFSITE.

DRAWING REFERENCE:

1) H.H. MCGUIRE VAMC - CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER CIVIL CONSTRUCTION DRAWINGS, DATED

09/11/2017 (VA PROJECT NUMBER 652-314)

NOT TO SCALE

KEY PLAN

AREA A

AREA B

DocuSign Envelope ID: D8F2CD59-3E32-4621-AF1A-6C893039CB12

10/7/2020

E le va ti on

1" = 50' H, 1"=5' V

EX STORM

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00

E le va ti on

1" = 50' H, 1"=5' V

STR 100 TO STR 104

-0+50 0+00 0+50 1+00 1+50

X

G

R A

T E

L

O C

A T

D

A

N

S

U R

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Y E

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I N

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I N

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X

R

C P

I N

V

O

U T

E

X

R

C P

R I M

EX1

EX 24" RCP @ 0.26%

A P

P R

O X

L

C

A T

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N

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H

N

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X

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A

P P

R O

X

EX2

EX 8" PVC

SANITARY SEWER

(APPROX)

EX 8" PVC

SANITARY SEWER

(APPROX)

P-101

29 LF OF

12" PVC

@ 1.00%

N Y

O P

L A

A

A

I N

I N

V

I N

P

P

V C

I N

V

O

U T

P

P

V C

R I M

P-103

54 LF OF

12" PVC

@ 1.00%

N Y

O P

L A

A

A

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P

P

V C

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V D

G

H O

U S

E

M

H

W I T

H

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R A

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D

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N

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O

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X

R

C P

R I M

EX 24" RCP @ 0.26%

V D

G

H O

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M

H

W I T

H

G

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C P

R I M

PROPOSED FFE OF MRI

EXPANSION = 199.01

EX GRADE

PR GRADE

PR GRADE

EX GRADE

PR SEWER SERVICE

MRI EXPANSION

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

1" = 5'

VERTICAL: SCALE IN FEET

5 2.5 5 10

1" = 50'

HORIZONTAL: SCALE IN FEET

50 25 50 100

GENERAL NOTES:

1) PIPE LENGTHS REFLECT THE PIPES LINEAR LENGTH AND ARE SHOWN FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

2) EXISTING UTILITY DEPTHS ARE APPROXIMATED BASED ON 4 FT COVER FROM THE

EXISTING GROUND SURFACE. PROPOSED UTILITY DEPTHS ARE BASED ON 4 FT OF COVER

FROM THE PROPOSED GROUND SURFACE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY

DEPTHS AT CROSSING AND CONTACT ENGINEER IMMEDIATELY IF CONFLICTS ARE

ENCOUNTERED.

3) CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS OF UTILITIES TO AVOID

CONFLICTS. CONTACT ENGINEER IMMEDIATELY IF FIELD ELEVATIONS DIFFER FROM THE

DESIGN DRAWINGS.

A

M

CG201

NRSNSY

STORM DRAINAGE PROFILES

6 10

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

CG501

NRSNSY

STORM DRAINAGE DETAILS (1 OF 2)

7 10

VDOT STANDARD PRECAST MANHOLE TOP UNITS

CG501

VDOT STANDARD PRECAST REDUCER AND RISER UNITS

CG501

VDOT STANDARD PRECAST BASE UNITS

CG501

VDOT STANDARD PRECAST TOP UNITS

CG501

VDOT STANDARD STRUCTURE STEP

CG501

VDOT STANDARD BEDDING FOR STRUCTURES

CG501

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

CG502

NRSNSY

STORM DRAINAGE DETAILS (2 OF 2)

8 10

PVC STORM PIPE DETAIL

CG502

PVC STORM PIPE BACKFILL DETAIL

CG502

NYOPLAST GRATE DRAIN DETAIL

CG502

NYOPLAST GRATE DRAIN INSTALLATION DETAIL

CG502

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

A

M

CG503

NRSNSY

EROSION CONTROL DETAILS

9 10

VA DEQ SILT FENCE DETAIL

CG503

VA DEQ INLET PROTECTION DETAIL

CG503

VA DEQ MULCHING

CG503

VA DEQ TEMPORARY SEEDING

CG503

PROPOSED MEDICAL GAS

AND HOT WATER UTILITIES

(BY OTHERS, AS PART OF

SCI ADDITION PROJECT)

SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSS

SS

SS SS

SS

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

RELOCATED MRI TRAILER

FFE= 202.61

W W

W W

W W

SS

SS

SS

SS

SS

W W

W W

W W

SS

SS

SS

SS

SS

SS

SS

SS

UG/E

UG/E

UG/E

UG/E

UG/E UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

UG/C

PROPOSED 3/4" WATER

SERVICE LINE

(SEE PLUMBING PLANS

FOR DETAILS)

EXISTING 8" SANITARY

SEWER MAIN

PROPOSED 3" SANITARY SEWER

SERVICE LINE

(SEE PLUMBING PLANS FOR DETAILS)

CONTRACTOR TO LOCATE AND

POTHOLE EXISTING SEWER MAIN AT

THIS LOCATION. COORDINATE DEPTH

AND LOCATION WITH ENGINEER PRIOR

TO INSTALLING PROPOSED WATER

AND SEWER SERVICE

PROPOSED WATER MAIN

RELOCATION

(BY OTHERS, AS PART OF

SCI ADDITION PROJECT)

PROPOSED SEWER MANHOLE

(BY OTHERS, AS PART OF SCI

ADDITION PROJECT)

PROPOSED SANITARY

SEWER MAIN RELOCATION

(BY OTHERS, AS PART OF

SCI ADDITION PROJECT)

PROPOSED SANITARY

SEWER MAIN RELOCATION

(BY OTHERS, AS PART OF

SCI ADDITION PROJECT)

EXISTING 12" WATER MAIN

(TO BE RELOCATED AND

ABANDONED BY OTHERS, AS

PART OF SCI ADDITION PROJECT)

EXISTING SANITARY SEWER MAIN

(TO BE RELOCATED AND

ABANDONED BY OTHERS, AS

PART OF SCI ADDITION PROJECT)

PROPOSED ELECTRICAL LINES

(SEE ELECTRICAL PLANS FOR

DETAILS, TYP.)

PROPOSED COMMUNICATION LINE

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

NEW MRI ADDITION

FFE= 199.01

SS

SS

SS

SS

SS

SS

SS

SS

SS

TOP= 197.29'

F/L= 179.65'

SIZE N/A

STACKED PIPE

INV. = 182.44'

INV. = 179.6'

DIRECTION

ONLY

APPROXIMATE LOCATION OF EXISTING

8" SANITARY SEWER SERVICE.

CONTRACTOR TO POTHOLE AND VERIFY

EXACT LOCATION AND DEPTH PRIOR TO

DEMOLITION OR CONSTRUCTION

APPROXIMATE LOCATION OF EXISTING

SANITARY SEWER MANHOLE.

CONTRACTOR TO POTHOLE AND VERIFY

EXACT LOCATION AND DEPTH PRIOR TO

DEMOLITION OR CONSTRUCTION

SEE PLUMBING PLANS FOR UTILITY

CONNECTIONS IN BUILDING (TYP.)

EXISTING SANITARY

SEWER MANHOLE

PROPOSED 3" SANITARY SEWER SERVICE LATERAL

(SEE PLUMBING PLANS FOR DETAIL, TYP.)

PROPOSED SANITARY SEWER CLEANOUT

TO BE PLACED 5' OUTSIDE BUILDING

CONSTRUCTION LAYDOWN

AREA

APPROXIMATE LOCATION OF EXISTING 8"

SANITARY SEWER SERVICE. CONTRACTOR TO

POTHOLE AND VERIFY EXACT LOCATION AND

DEPTH PRIOR TO DEMOLITION OR

CONSTRUCTION

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of

Construction and Facilities

Management

PROJECT MANAGER:

ACG Project Number

CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date#

NEW 4TH MRI ADDITION

652-GSI-204

HUNTER HOLMES MCGUIRE VAMC

1201 BROAD ROCK BLVD

RICHMOND, VA 23249

19-088

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

BID DOCUMENTS

#500

OCTOBER 7, 2020

CONTRACTOR TO CONTACT UTILITIES PROTECTION

CENTER PRIOR TO ANY EXCAVATION

1) COORDINATE AS REQUIRED WITH VA INSPECTIONS DURING

CONSTRUCTION FOR REQUIRED INSPECTIONS.

2) ALL ON-SITE PVC PIPE SHALL HAVE CLASS B BEDDING.

3) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH

THE APPROPRIATE LOCATION WIRE AND TAPE.

4) NOTIFY WATER AND SEWER INSPECTOR PRIOR TO START OF

CONSTRUCTION.

5) THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF

AS-BUILT DRAWINGS INCLUDING ALL RIM ELEVATIONS, INVERT

ELEVATIONS, PIPE SIZES, AND PIPE MATERIAL FOR ALL MAINS TO THE

ENGINEER AS SOON AS INSTALLATION IS COMPLETE.

6) CONTRACTOR SHALL INSTALL THE DOWNSTREAM SANITARY

SEWER CONNECTION PRIOR TO THE INSTALLATION OF THE ON-SITE

SERVICE LATERALS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

UTILITIES SHOWN ON THE PLANS BY POT HOLING THE LINES. THE

CONTRACTOR SHALL HAVE THE LINES SURVEYED, INCLUDING

HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS

SENT TO THE PROJECT ENGINEER TO DETERMINE IF ANY UTILITY

CONFLICTS WILL AFFECT THE CURRENT SANITARY SEWER DESIGN.

7) NOTIFY THE COR OF ANY SCHEDULED OUTAGES 7 DAYS PRIOR

TO THE OUTAGE.

LEGEND

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM LINE

PROPOSED SANITARY SEWER LINE

PROPOSED WATER LINE

UG/E UG/E

UG/T UG/T

GAS GAS

SS SS

SS SS

W W

W W

1" = 10'

SCALE IN FEET

10 5 10 20

A

M

CU101

NRSNSY

CIVIL UTILITY PLAN

10 10

1" = 10'

SCALE IN FEET

10 5 10 20

UTILITY PLAN - TRAILER RELOCATION - AREA B

SCALE: 1"=10'

UTILITY PLAN - BUILDING EXPANSION - AREA A

SCALE: 1"=10'

SHEET NOTES:

DRAWING REFERENCE:

1) H.H. MCGUIRE VAMC - CONSTRUCT SPINAL CORD

ENHANCEMENT CENTER CIVIL CONSTRUCTION DRAWINGS, DATED

09/11/2017 (VA PROJECT NUMBER 652-314)

NOT TO SCALE

KEY PLAN

AREA A

AREA B