36C24220B0035-0001003.pdf

PDF Posted Apr 14, 2020

Attached to: Y1DZ--Improve Electrical Deficiencies Phase II A&B (VA-20-00025178)
Solicitation number: 36C24220B0035
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This notice describes a federal solicitation for electrical upgrade work at a Department of Veterans Affairs medical center. The solicitation seeks bids for a service-disabled veteran-owned small business set-aside contract to improve electrical deficiencies in phases II A and B at the VA New Jersey Health Care System campus in East Orange, New Jersey. The work includes replacing service transformers and 5kV distribution switchgear, upgrading substations, replacing electrical panels in various campus buildings, and installing generator connections and temporary power sources at electrical vaults. The estimated cost range is $5-10 million. The response due date will be included in the solicitation, expected to be released on April 20, 2020. All bids must be submitted in hard copy and registered offerors must be verified as SDVOSBs in the Vendor Information Pages database at time of submission. The contract completion schedule is 730 calendar days.

From the source

36C24220B0035 0001 S02 Drawings 02-CIVIL.pdf

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File	Type	Posted
36C24220B0035-0002000.docx	DOCX document	Apr 22, 2020
36C24220B0035-0001001.pdf	PDF	Apr 14, 2020
36C24220B0035-0001005.pdf	PDF	Apr 14, 2020
36C24220B0035-0001004.pdf	PDF	Apr 14, 2020
36C24220B0035-0001000.docx	DOCX document	Apr 14, 2020
36C24220B0035-0001002.pdf	PDF	Apr 14, 2020
36C24220B0035-020.pdf	PDF	Apr 13, 2020
36C24220B0035-015.docx	DOCX document	Apr 13, 2020
36C24220B0035-021.pdf	PDF	Apr 13, 2020
36C24220B0035-019.pdf	PDF	Apr 13, 2020
36C24220B0035-017.pdf	PDF	Apr 13, 2020
36C24220B0035-016.pdf	PDF	Apr 13, 2020
36C24220B0035-018.pdf	PDF	Apr 13, 2020

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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 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/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/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/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/E UG/E UG/E UG/E UG/E

UG/E

D.C.

CONC. CURB

O N

C . C

U R

D.C.

C O

N C

. C U

R B

CONC. CURB

CONC.

CURB

CONC.

CURB

CONC.

CURB

1 STORY MASONRY

BUILDING

O.H. CANOPY

O H

A N

O P

STEPS

W/HANDRAIL

CONC. STEPS

CONC. WALL W/4' HIGH C.L.F.

CONC. WALL W/8' HIGH C.L.F.

BRICK WALL

S T

O N

A L L

BRICK WALL

CONC. WALL

HANDRAIL

10' HIGH C.L.F.

8' HIGH IRON FENCE

STONE WALL

C O

N C

. W A

L L

HANDRAIL

H A

N D

R A

I L

G A

T E

G A

T E

10' H

H C

.L.F

G A

T E

S T

O N

E W

A L L

10' HIGH C.L.F. W/BARBED WIRE

I G

L F

A R

B E

I R

I G

FLAG POLE

(TYP.)

6' HIGH C.L.F.

CONC.

E.O.P.

C O

N C

A L K

CONC. WALK

CONC. RAMP

CONC. WALK

CONC.

CONC. WALK

CONC.

MULTI-STORY

MASONRY

HOSPITAL

S.Y.L.

S W

YELLOW

STRIPING

UG/E

FOC

EMH

RIM=251.58

W W

EMH

RIM=243.13

EMH

RIM=249.41

RIM=246.56

INV(A)=235.7

INV(B)=235.6

DMH

RIM=249.46

INV(A)=239.2

INV(B)=239.1

EMH

RIM=238.11

W W W

DMH

RIM=252.27

INV(A)=248.4

INV(B)=241.4

DMH

RIM=243.73

INV(A)=238.6

INV(B)=236.9

GRT=242.02

INV(A)=238.6

INV(B)=237.1

INV(C)=237.0

INV(D)=236.6

INV(E)=235.2

INV(F)=234.8

DMH

RIM=256.36

INV(A)=251.9

INV(B)=248.7

NV(C)=248.5

INV(D)=242.1

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

FOC

FOC FOC FOC

GAS

GRT=253.53

INV=250.7

GRT=250.40

INV=247.2

DMH

RIM=250.48

INV(A)=244.3

INV(B)=243.9

INV(C)=243.8

INV(D)=239.4

EMH

RIM=252.52

FOC FOC FOC FOC FOC

FOC

RIM=252.52

TC=251.13

GRT=250.45

INV=243.9

TC=251.64

GRT=251.01

INV=244.7

GRT=241.79

GRT=246.76

BOS=243.8±

(FWD)

(NPV)

FOC

INV=232.27

FES

INV=232.26

FES

RIM=251.04

EMH

RIM=251.22

DMH

RIM=254.15

INV(A)=249.5

INV(B)=247.8

15" S

TEEL

(D)

(A)

(B)

(C)

6" STEEL

(A)

(B)

12" STEEL

(A)

(B)

12" STEEL

6" PVC

(A)

(B)

(D)

(E)

(F)

(A)

(B) (B)

(A)

(C)

(B)

(D)

FDC

ELECTRICAL

EQUIPMENT

"DO NOT ENTER"

"WRONG WAY"

"DO NOT ENTER"

"WRONG WAY"

"NO PARKING

FIRE LANE"

"TOW AWAY ZONE"

"NO PARKING

FIRE LANE"

"TOW AWAY ZONE"

"STOP"

"ONE WAY"

"SPEED LIMIT 5"

"STEVEN GREGG DRIVE"

"URESKO DRIVE"

"ONE WAY"

"NO LEFT TURN"

"ONE WAY

DO NOT ENTER"

"WRONG WAY"

"CAMERA"

"ONE WAY"

"AMBULANCE PARKING

ONLY"

"NO PARKING

FIRE LANE"

C O

N T

A I N

E R

"DO NOT ENTER"

"WRONG WAY"

L.S.A.

T24

P15

P10

P18

L.S.A.

CONC. RAMP

W/HANDRAIL

A M

GRASS

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS

ASPHALT

PAVEMENT

"VA MEDICAL CENTER"

TMH

I N

6" STEEL

(B)

RIM=254.92

TMH

T R

E R

GRASS

CONC.

WALK

POW

HANDRAIL

G R

A N

I T

A L L

G R

A N

I T

A L L

6" PVC STORM DRAIN

(SEE NOTE 3)

S W

A M

H A

N D

R A

H A

N D

R A

CONC.

I N

E .O

BUILDING

#24

ASPHALT

PAVEMENT

CONC. WALL

EMERGENCY

GENERATOR

E.O.C.

YELLOW STRIPING

(TYP.)

B E

N C

B E

N C

CONC.

C O

N C

H V

A C

H V

A C

HVAC

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/EFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E TC=252.03

GRT=251.38

INV=244.2

UG/E

TC=239.05

GRT=238.56

INV=235.9

12" STEEL

12" RCP

(C)

(A)

(B)

12" CLAY

5 STORY1 STORY5 STORY

1 STORY

3 STORY1 STORY

W A

L L

VALVE

SOUTH CENTER STREET

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

4 2

UG/E

PORTION OF EXISTING BLOCK WALL TO BE REMOVED. CONTRACTOR TO

MINIMIZE EXCAVATION ASSOCIATED WITH REMOVAL OF WALL AND NOT

DAMAGE EXISTING DUCT BANK RUNNING UNDERNEATH WALL

EXISTING UNDERGROUND

ELECTRICAL DUCT BANK TO REMAIN

PORTION OF EXISTING CIP RETAINING

WALL WITH FENCE TO BE REMOVED

EXISTING FENCE AND POLES TO

BE REMOVED AND REPLACED

EXISTING ELECTRICAL EQUIPMENT

(TO REMAIN)

EXISTING ELECTRICAL EQUIPMENT

(TO REMAIN)

EXISTING GATES TO BE

REMOVED AND REPLACED

VAULT A

DEMO EXISTING FENCE

(REFERENCE STRUCTURAL PLANS

FOR DETAILS)

CONCRETE PAD

EL.= 236.50' CONCRETE PAD

EL.= 238.50'

EX. ELECTRIC MH

RIM= 236.18

EX. ELECTRIC MH

RIM = 253.46

INVERT= 235.26

EXISTING GATE

(TO BE REMOVED)

FIRST SEGMENT OF BLOCK TO REMAIN WHERE

STACKED 3 BLOCKS HIGH

CONTRACTOR TO REMAIN A MINIMUM OF 5'

OFF EXISTING WALL WITH CONSTRUCTION

AND MINIMIZE EXCAVATION IN AREAS

ADJACENT TO EXISTING BLOCK WALL

EXISTING GATE

(TO BE REMOVED)

EXISTING BLOCK WALL

TO REMAIN. CONTRACTOR TO DETERMINE EMBEDMENT

DEPTH OF EXISTING WALL AND HAVE A LICENSED

ENGINEER CERTIFY THE PROPOSED DESIGN WILL NOT

NEGATIVELY IMPACT THE EXISTING STONE WALL.

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

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

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 2, 5, 7

02/05/2020

IMPROVE ELECTRICAL

DEFICIENCIES, II A & B

561-18-135

VA NJ HEALTH CARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018

18-096

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

Foresite Group, Inc.

2128 Moores Mill Rd.

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

DEMOLITION PLAN LEGEND

RETAINING WALL TO BE REMOVED

FENCE TO BE REMOVED AND REPLACED

PROPERTY LINE

LIMITS OF DISTURBANCE

LOD LOD LOD

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY FENCING IN THE FORM

OF A 6' HIGH GALVANIZED CHAIN LINK FENCE AROUND THE

PROPOSED IMPROVEMENTS.

2. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH DEPARTMENT OF VETERAN AFFAIRS

TECHNICAL INFORMATION LIBRARY STANDARD SPECIFICATIONS.

4. THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER

IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION

PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND

LIAISON WITH VETERAN AFFAIRS IN THE PROCESS OF LOCATION

AND RELOCATION OF AND TIE-IN TO VETERAN AFFAIRS' UTILITIES.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE VETERAN

AFFAIRS' SATISFACTION AT NO COST TO THE VETERAN AFFAIRS.

7. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER AND/OR COR.

8. CONTRACTOR IS RESPONSIBLE FOR CONTACTING

DEPARTMENT OF VETERAN AFFAIRS AND ALL EXISTING UTILITY

PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES FROM THEIR

EXISTING LOCATION ON THE SITE. THE CONTRACTOR SHALL

PERFORM ALL UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN

ACCORDANCE WITH THE EXISTING UTILITIES SPECIFICATIONS,

MATERIALS, AND REQUIREMENTS.

9. THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS

NECESSARY TO ACCOMPLISH THE WORK.

10. CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING

DEMOLITION ACTIVITY.

11. COORDINATE WITH DEPARTMENT OF VETERAN AFFAIRS CODES

ENFORCEMENT DIVISION AS REQUIRED DURING ALL DEMOLITION

AND NEW CONSTRUCTION ACTIVITIES.

12. ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF OFF SITE.

13. CONTRACTOR TO POT HOLE EXISTING WATER LINE,

UNDERGROUND ELECTRICAL LINES, GAS LINE, UNDERGROUND

TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES DURING

DEMOLITION ACTIVITIES AND COORDINATE FIELD LOCATIONS AND

DEPTHS OF THESE UTILITIES WITH ENGINEER FOR PROPOSED

UTILITY CROSSINGS AND PROPOSED PAVEMENT OVER EXISTING

LINES. THESE LINES MAY REQUIRE RELOCATION. IMMEDIATELY

NOTIFY COR IF THERE ARE ANY DISCREPANCIES OR CONFLICTS

WITH THE DRAWINGS.

14. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

15. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED

BY THE ENGINEER OR OTHER INSPECTORS AS DETERMINED BY

FIELD CONDITIONS.

16. STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

1" = 20'

SCALE IN FEET

20 10 20 40

DocuSign Envelope ID: CA86D127-DB02-414A-9C7B-04E0EE29525A

2/4/2020

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/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/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/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/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/E UG/E UG/E

UG/E

D.C.

CONC. CURB

O N

C . C

U R

D.C.

C O

N C

. C U

R B

CONC. CURB

CONC.

CURB

CONC.

CURB

CONC.

CURB

STEPS

W/HANDRAIL

CONC. STEPS

CONC. WALL W/8' HIGH C.L.F.

BRICK WALL

S T

O N

A L L

BRICK WALL

CONC. WALL

HANDRAIL

10' HIGH C.L.F.

8' HIGH IRON FENCE

STONE WALL

C O

N C

. W A

L L

HANDRAIL

H A

N D

R A

I L

S T

O N

E W

A L L

I G

FLAG POLE

(TYP.)

6' HIGH C.L.F.

CONC.

E.O.P.

C O

N C

A L K

CONC. WALK

CONC. RAMP

CONC. WALK

CONC.

CONC. WALK

CONC.

S.Y.L.

S W

YELLOW

STRIPING

UG/E

FOC

W W

RIM=246.56

INV(A)=235.7

INV(B)=235.6

DMH

RIM=249.46

INV(A)=239.2

INV(B)=239.1 W W W

DMH

RIM=252.27

INV(A)=248.4

INV(B)=241.4

DMH

RIM=243.73

INV(A)=238.6

INV(B)=236.9

GRT=242.02

INV(A)=238.6

INV(B)=237.1

INV(C)=237.0

INV(D)=236.6

INV(E)=235.2

INV(F)=234.8

DMH

RIM=256.36

INV(A)=251.9

INV(B)=248.7

NV(C)=248.5

INV(D)=242.1

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

FOC

FOC FOC FOC

GAS

GRT=253.53

INV=250.7

GRT=250.40

INV=247.2

DMH

RIM=250.48

INV(A)=244.3

INV(B)=243.9

INV(C)=243.8

INV(D)=239.4

FOC FOC FOC FOC FOC

FOC

RIM=252.52

TC=251.13

GRT=250.45

INV=243.9

TC=251.64

GRT=251.01

INV=244.7

GRT=241.79

GRT=246.76

BOS=243.8±

(FWD)

(NPV)

FOC

INV=232.27

FES

INV=232.26

FES

RIM=251.04

DMH

RIM=254.15

INV(A)=249.5

INV(B)=247.8

15" S

TEEL

(D)

(A)

(B)

(C)

6" STEEL

(A)

(B)

12" STEEL

(A)

(B)

12" STEEL

6" PVC

(A)

(B)

(D)

(E)

(F)

(A)

(B) (B)

(A)

(C)

(B)

(D)

FDC

"DO NOT ENTER"

"WRONG WAY"

"DO NOT ENTER"

"WRONG WAY"

"NO PARKING

FIRE LANE"

"TOW AWAY ZONE"

"NO PARKING

FIRE LANE"

"TOW AWAY ZONE"

"STOP"

"ONE WAY"

"SPEED LIMIT 5"

"STEVEN GREGG DRIVE"

"URESKO DRIVE"

"ONE WAY"

"NO LEFT TURN"

"ONE WAY

DO NOT ENTER"

"WRONG WAY"

"CAMERA"

"ONE WAY"

"AMBULANCE PARKING

ONLY"

"NO PARKING

FIRE LANE"

"DO NOT ENTER"

"WRONG WAY"

CONC. RAMP

W/HANDRAIL

A M

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

TMH

6" STEEL

(B)

RIM=254.92

TMH

CONC.

WALK

POW

HANDRAIL

G R

A N

I T

A L L

G R

A N

I T

A L L

6" PVC STORM DRAIN

(SEE NOTE 3)

S W

A M

H A

N D

R A

H A

N D

R A

CONC.

E .O

ASPHALT

PAVEMENT

CONC. WALL

E.O.C.

YELLOW STRIPING

(TYP.)

CONC.

C O

N C

H V

A C

H V

A C

HVAC

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/EFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E TC=252.03

GRT=251.38

INV=244.2

UG/E

TC=239.05

GRT=238.56

INV=235.9

12" STEEL

12" RCP

(C)

(A)

(B)

12" CLAY

W A

L L

VALVE

SOUTH CENTER STREET

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

4 2

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/E

PROPOSED TRANSFORMER

(SEE ELECTRICAL PLANS FOR DETAILS)

PROPOSED SLAB ON GRADE

CONCRETE PAD FOR SWITCH

GEAR BUILDING (SEE 1/CS 505

FOR DETAILS)

PROPOSED ELECTRICAL SWITCH GEAR BUILDING

(SEE ELECTRICAL PLANS FOR DETAILS)

PROPOSED UNDERGROUND

ELECTRIC MANHOLE

PROPOSED UNDERGROUND ELECTRICAL DUCT BANKS

(SEE ELECTRICAL PLANS FOR DETAILS, TYP.)

PORTION OF EXISTING UNDERGROUND

ELECTRICAL TO REMAIN UNDERNEATH BUILDING

USE DUCT BANK BRIDGE IF NECESSARY

(SEE 2 AND 6/ CS 505 FOR DETAILS)

15.5'

VAULT A

PROPOSED 6' BLACK VINYL COATED

CHAIN LINK FENCE

(SEE STRUCTURAL PLANS FOR DETAILS)

PROPOSED SINGLE GATE

(SEE STRUCTURAL PLANS FOR DETAILS)

PROPOSED 10' FENCE WITH BARBED

WIRE TO MATCH EXISTING

(SEE 3/CS 505 FOR DETAIL)

PROPOSED 10' FENCE TO

MATCH EXISTING

(SEE 4/CS 505 FOR DETAIL)

CONCRETE PAD

EL.= 238.50'

PROPOSED FENCE TO ATTACH TO WEST CORNERS

OF PROPOSED SWITCH GEAR BUILDING

PROPOSED STONE WALL

TO MATCH EXISTING. CONTRACTOR TO DETERMINE

EMBEDMENT DEPTH OF EXISTING STONE WALL AND

HAVE A LICENSED ENGINEER CERTIFY THE

PROPOSED DESIGN WILL NOT NEGATIVELY IMPACT

THE EXISTING STONE WALL.

PROPOSED SWING GATE WITH

BARBED WIRE TO MATCH EXISTING

(SEE 7/CS 505 FOR DETAIL)

PROPOSED TYPE "B" BOLLARD

(SEE 8/CS 505 FOR DETAILS)

237.00

236.50

237.00

237.50

237.41

237.31

238.98 TW

237.50 BW

240.00 TW

237.00 BW

236.50

239.00 TW

236.17 BW

236.00

237.40

236.72

236.92

236.88

239.23 TW

237.50 BW

236.50

235.92

CONCRETE

PAD EL =

237.50

PROPOSED CONDUIT TO BE ROUTED UNDERNEATH

EXISTING CIP WALL. CONTRACTOR TO VERIFY FOOTING

DEPTHS OF EXISTING WALL AND COORDINATE WITH

ENGINEER PRIOR TO CONSTRUCTION

PROPOSED FENCE TO

ATTACH TO SOUTHEAST

CORNER OF PROPOSED

SWITCH GEAR BUILDING

PROPOSED FENCE TO ATTACH TO FACE OF WALL

(SEE 9/CS 505 FOR DETAIL)

PROPOSED SWING GATE TO

MATCH EXISTING

(SEE 5/CS 505 FOR DETAIL)

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

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

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 2, 5, 7

02/05/2020

IMPROVE ELECTRICAL

DEFICIENCIES, II A & B

561-18-135

VA NJ HEALTH CARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018

18-096

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

Foresite Group, Inc.

2128 Moores Mill Rd.

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

GRADING AND DRAINAGE PLAN LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF CURB / BOTTOM OF CURB

SPOT ELEVATION

XXXX.XX

XXXX

SITE AND PAVING PLAN LEGEND

PROPOSED CONCRETE PAVING

PROPOSED LANDSCAPING

PROPERTY LINE

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE

OF CURB. ALL PROPOSED DIMENSIONS USED TO SHOW THE

GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE

GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL

CURB RADII ARE GIVEN AT THE FACE OF CURB.

2) CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE

SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY

NEW CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL

AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS,

AND UTILITIES.

4) MAXIMUM CUT OR FILL SLOPE= 2H:1V.

GENERAL NOTES:

1) ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED.

SITE NOTES:

1) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN

STORM WATER CONVEYANCE CHANNELS AND PIPES AT END OF

CONSTRUCTION AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

2) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT

NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS.

3) 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: SHANE YARBROUGH (334) 887-6064

4) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN

THE VICINITY OF THE EXISTING OVERHEAD POWER LINES.

CONTRACTOR SHALL NOTIFY/COORDINATE WITH COR PRIOR TO

CONSTRUCTION.

LEGEND

EXISTING FENCE LINE

PROPOSED FENCE LINE

PROPOSED BARBED WIRE FENCE LINE

PROPERTY LINE

EXISTING OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM LINE

EXISTING UNKNOWN UTILITY LINE

PROPOSED UNDERGROUND POWER LINEUG/E UG/E

W W W

SS SS SS

GAS GAS GAS

UG/T UG/T

UG/E UG/E

OHP OHP OHP

1" = 20'

SCALE IN FEET

20 10 20 40

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

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

NC License #: C-1848

U.S. Department of Veterans Affairs

1, 2, 5, 7

02/05/2020

IMPROVE ELECTRICAL

DEFICIENCIES, II A & B

561-18-135

VA NJ HEALTH CARE SYSTEM

385 TREMONT AVENUE

EAST ORANGE, NJ 07018

18-096

ISSUED FOR CONSTRUCTION

FULLY SPRINKLERED

Foresite Group, Inc.

2128 Moores Mill Rd.

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

TYPICAL GRADE SUPPORTED SLAB AT CONCRETE PAD

NOT TO SCALECS 505

DUCT BANK BRIDGE

NOT TO SCALECS 505

I N

M A

H A

H E

I G

H T

I N

8 IN.

10 FT - 0 IN C/L TO C/L MAX.

NOT TO SCALE

10' HIGH CHAINLINK FENCE

CS 505

12"

10'-0" MAX.10'-0" MAX. AS SPECIFIED AS SPECIFIED

Y P

GATEGATE

TRUSS ROD

(TYP.)

PLUNGER

BAR CATCH

GALVANIZED PIPE

CLASS "B" CONCRETE 3,000 PSI

REQUIRED AT CORNET AND GATE POSTS

(TYP.)

3/8" NOMINAL SIZE

ADJUSTED BASE ROD

(REQUIRED AT CORNER

AND GATE POSTS)

FINISH GRADE

PLUNGER BAR

STRETCHER BAR

END OR PULL PANEL

LINE PANEL

POST BRACE

(REQUIRED ON EITHER SIDE

OF CORNER AND GATE POST)

NOTE:

1.) ALL FENCING SHALL BE GALVANIZED. .

11 GA. 2", BLACK VINYL COATED

WIRE FABRIC (TYP.)

KNUCKLED

SELVAGES (TYP.)

KNUCKLED

SELVAGES

(TYP.)

TRUSS ROD

(TYP.)

7 GA. TENSIONING WIRE

10' CHAIN LINK FENCE (WITH SWING GATE)

NOT TO SCALE

CS 505

2" LINE POSTS

I N

F O

I N

T E

R M

E D

I A

T E

P O

S T

2.375" CORNER AND MAIN GATE

POST. 4" EQUIPMENT GATE POST

1-5/8" TOP RAIL

I N

M A

H A

H E

I G

H T

I N

8 IN.

10 FT - 0 IN C/L TO C/L MAX.

NOT TO SCALE

10' HIGH CHAINLINK FENCE WITH BARBED WIRE

CS 505

12"

10'-0" MAX.10'-0" MAX. AS SPECIFIED AS SPECIFIED

Y P

GATEGATE

TRUSS ROD

(TYP.)

PLUNGER

BAR CATCH

GALVANIZED PIPE

CLASS "B" CONCRETE 3,000 PSI

REQUIRED AT CORNET AND GATE POSTS

(TYP.)

3/8" NOMINAL SIZE

ADJUSTED BASE ROD

(REQUIRED AT CORNER

AND GATE POSTS)

FINISH GRADE

PLUNGER BAR

STRETCHER BAR

END OR PULL PANEL

LINE PANEL

POST BRACE

(REQUIRED ON EITHER SIDE

OF CORNER AND GATE POST)

NOTE:

1.) ALL FENCING SHALL BE GALVANIZED. .

11 GA. 2", BLACK VINYL COATED

WIRE FABRIC (TYP.)

KNUCKLED

SELVAGES (TYP.)

KNUCKLED

SELVAGES

(TYP.)

TRUSS ROD

(TYP.)

7 GA. TENSIONING WIRE

10' CHAIN LINK FENCE WITH BARBED WIRE (WITH SWING GATE)

NOT TO SCALECS 505

2" LINE POSTS

I N

F O

I N

T E

R M

E D

I A

T E

P O

S T

2.375" CORNER AND MAIN GATE

POST. 4" EQUIPMENT GATE POST

1-5/8" TOP RAIL

I N

3/4" CHAMFER

#5@12"

1#5 CONT #5 @ 12" O.C. E.W.

T&B

#5 @ 12" O.C. E.W.

T&B

6" COMPACTED

GRANULAR FILL

6'-0" ±

36x24 DUCT BANK

#5@12"

F I E

E R

I F

#5 @ 12" O.C. E.W.

#5 @ 12" O.C.

TURNDOWN

SLAB

NOT TO SCALE

DUCT BANK BRIDGE WITH TURNDOWN CONFLICT

CS 505

CONCRETE POST BARRICADES

NOT TO SCALE

CS 505

" EXPANSION

ANCHOR

W/ 2

" EMBED

PL9x9x

FENCE POST

M I N

TOP OF WALL

M I N

PL9x9x

" EXPANSION

ANCHOR

W/ 2

" EMBED

FENCE POST

(E) WALL

NOT TO SCALE

FENCE POST WALL ATTACHMENT DETAIL

CS 505

Sheets and Views

CD-101 DEMOLITION PLAN

C-502 SITE, PAVING, AND UTILITY PLAN

CS 505 CONSTRUCTION DETAILS

File details come from the government source that posted it. Updated Apr 14, 2020.