36C24518B0233-003.pdf

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE SYMBOLS CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C001

613-121

JUNE 27, 2018

501D & 502F

LEGEND:

EXISTING:

CENTERLINE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

FENCE LINE

FIBER OPTIC LINE

GUARD RAIL

UNDERGROUND GAS LINE

SANITARY SEWER

TELECOMMUNICATIONS LINE

OVERHEAD WIRE

WATER LINE

CABLE TV LINE MARKER

CABLE TV PEDESTAL

TYPICAL CATCH BASINS

DRAINAGE CLEANOUT

DOWNSPOUT

STORM DRAIN END SECTION

TYPICAL INLETS

STORM DRAIN MANHOLE

ELECTRIC BOX

ELECTRICAL MANHOLE

ELECTRIC LINE MARKER

ELECTRIC METER

ELECTRIC TRANSFORMER

SANITARY SEWER FORCE MAIN BLOW OFF

SANITARY SEWER FORCE MAIN RELEASE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SEPTIC TANK

FIBER OPTIC BOX

FIBER OPTIC MANHOLE

FIBER OPTIC LINE MARKER

GAS MANHOLE

GAS LINE MARKER

GAS METER

GAS REGULATOR

GAS VALVE

GAS VENT

GAS WELL

GAS WELL (ABANDONED)

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS LINE MARKER

TELECOMMUNICATIONS PEDESTAL

UTILITY GUY POLE

UTILITY GUY WIRE

UTILITY POLE

EXISTING:

WATER LINE BLOW OFF

WATER FOUNTAIN

HOSE BIB

HYDRANT

WATER MANHOLE

WATER LINE MARKER

WATER METER

WATER LINE PLUG

WATER LINE REDUCER

WATER LINE AIR RELEASE VALVE

FIRE CONNECTION ("SIAMESE" /STORZ)

SPRINKLER CONTROL

SPRINKLER HEAD

WATER VALVE

WELL

GEOTHERMAL WELL

BBQ GRILL

BOLLARD

FLAGPOLE

FUEL PUMP

HANDICAP SYMBOL

HVAC UNIT

LIGHT POST

SINGLE FIXTURE OVERHEAD LIGHT POLE

DOUBLE FIXTURE OVERHEAD LIGHT POLE

PARKING

PERCOLATION TEST

RAILROAD BOX

RAILROAD SIGNAL

RAILROAD SWITCH

SATELITE DISH

SEEP

CONIFEROUS SHRUB

DECIDUOUS SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

SINGLE POLE SIGN

DOUBLE POLE SIGN

TOE OF SLOPE

TRAFFIC BOX

TRAFFIC SIGNAL

MAILBOX

PROPOSED: PROPOSED:

UNDER GROUND DUCT BANK

UTILITY MANHOLE

UNDER GROUND GAS LINE

UNDER GROUND TELEPHONE

UNDER GROUND CABLE/TELEPHONE

UNDER GROUND STEAM

SECURITY CAMERA

CALLBOX

FIBER OPTIC

STORM DRAIN PIPE

SDC-MH1

RIM EL.=500.02

INV IN=495.15

SDC-DI1

RIM EL.=500.75

INV OUT=496.50

BENCHMARK

IRON PIPE & CAP

ELEV.=498.13

N-33784.4860

E-2417051.9010

BENCHMARK

CAPPED REBAR

ELEV.=506.31

N-338426.5217

E-2417005.7077 thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

EXISTING SITE FEATURES-

BUILDINGS 501 & 502

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C100

613-121

501 & 502

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

EXISTING CONDITIONS NOTES:

1. The original site survey was prepared by Triad Engineering Inc., dated March 16, 2017 .

2. Supplemental site survey field work was completed by Triad Engineering Inc. in July and August

2017. Existing conditions shown hereon reflect expanded survey area prepared by Triad

Engineering Inc., and last updated August 4, 2017.

3. Existing above-grade and below-grade utilities have been shown in accordance with the best available information. It shall be the Contractor's responsibility to verify exact locations of existing utilities prior to commencing Work. Notify the COR and the appropriate utility provider immediately should discrepancies be found in mapping of underground utilities be encountered during earthwork operations. Record all existing utility locations verified in the field.

4. Refer to Sheet C001 for Existing Conditions Survey Symbols and Abbreviations.

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE DEMOLITION PLAN CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

CD100

613-121

501 & 502

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

DEMOLITION PLAN NOTES:

1. The exact location and depth of existing utilities must be field-verified by the

Contractor prior to construction of proposed improvements, including, but not limited to, the location of all buried electrical lines.

2. Refer to Sheet C001 for Site Symbols and Abbreviations.

3. Refer to Electrical Drawings for power utility demolition or relocation work and exterior site lighting demolition, Sheet EP101.

4. All trees to be removed shall be tagged in the field prior to the start of construction; no construction work of any kind shall take place until the COR confirms, in writing, that the proper trees have been tagged.

5. Plant material to remain shall be protected from injury to their roots, trunks, and branches; maintain protection during the entire construction period.

6. Install tree protection fencing beyond drip line of existing trees to remain; stake fencing securely in place with posts set at 10'-0” max. Erect fencing prior to commencing work.

7. No material shall be stored or piled with 25'-0” of the trunks of any tree.

8. No gasoline, fuel oil, harmful chemical or material shall be stored within 150' of any tree to be preserved.

9. No vehicles shall be permitted in the tree protection area.

10. Repair all injuries to bark, trunk, limbs, and roots of remaining plants by properly dressing, cutting, tracing and painting, using approved arboricultural practices.

11. The General Contractor shall replace any tree larger than 6” dbh that dies due to construction activities during the period from start of construction to eighteen (18) months after the issuance of the certificate of occupancy for the building.

12. Remove all existing traffic signage within limits of work; store and reinstall or remove from site as directed by Owner, unless noted otherwise. Provide new signage as indicated.

13. Approximate limits of tree protection fence are also indicated on the site plan. The final location of the tree protection fence shall be coordinated in the field and approved by the COR.

14. The exact location and depth of existing utilities must be field-verified by the contractor prior to construction of proposed improvements.

15. The contractor shall be responsible for locating/verifying all buried utilities.

16. Coordinate all saw cutting of pavement and pavement removal with the proposed work. See Sheet C110 for approximate limits of new pavement.

17. Mill existing pavement to provide key between new and existing pavements.

18. Deliver all salvaged items to the Owner, unless intended to be re-installed in kind. Coordinate staging and material storage areas with the COR, and with the Erosion and Sedimentation Control Plan, Sheet C150.

19. Clear and grub only as needed. Perform no work that will cause damage to existing trees and their root systems to remain. Note that tree root systems generally mirror the tree canopy in diameter.

20. Remove existing lawn and strip topsoil only as required to perform the work.

Coordinate any removal or stripping work under canopy of existing trees to remain with professional care.

21. Haul and properly dispose of all extra soil in accordance with the construction waste disposal notes on the erosion and sedimentation control plans.

22. Do not store topsoil beneath the drop line of existing trees to remain. If additional topsoil storage space is required, coordinate with the owner and with the local conservation district.

23. Contractor to salvage any miscellaneous sign faces within limits of work that may interfere with the proposed work and deliver to the Owner. Contractor to remove and dispose of any related posts and foundations.

DEMOLITION PLAN KEYNOTES:

1 LIMIT OF DEMOLITION PLAN UNDER BASE BID

2 EXISTING STORM SEWERS AND INLETS ARE TO BE

UNOBSTRUCTED AND FUNCTIONAL DURING CONSTRUCTION AND

REMAIN IN USE UNTIL INSTALLATION OF NEW STORM SEWERS AND

INLETS AS DEPICTED ON C140 IS COMPLETE

3 EXISTING TREE TO REMAIN - PROTECT ROOT ZONE

4 EXISTING TREE TO BE REMOVED

5 STRUCTURE TO BE REMOVED AND RECONSTRUCTED AS

DIRECTED BY C.O.R; SLAB AND FOOTINGS TO BE REMOVED.

6 STRUCTURE REMOVED - PLUG STORM DRAIN.

7 UNDERGROUND ELECTRIC CONDUIT AND VAULT TO REMAIN. LID

TO BE REMOVED AND REPLACED PER WALL SECTION 1, SHEET A354.

8 UNDERGROUND ELECTRIC JUNCTION BOX AND ASSOCIATED

CONDUITS TO BE REMOVED AND REPLACED. SEE ELECTRIC SHEET

ED101

9 RETAINING WALL SECTION TO BE REMOVED A MINIMUM OF 6"

BELOW THE FULL DEPTH SECTION OF PROPOSED CONCRETE SLAB

FOR THIS AREA

10 SAWCUT TO PROVIDE STRAIGHT EDGE

11 SHED TO BE REMOVED AND NOT REPLACED.

DEMOLITION PLAN LEGEND:

W

W

W

W

W

D u c t i l e

I r o n

P i p

L

F

D u c t i l e

I r o n

P i p e

L

D u c t i

L

PROP CONC

SIDEWALK

RETAINING WALL #2

18" ABOVE SIDEWALK

CONCRETE CURB

AND GUTTER

ASPHALT

RIP RAP

OUTLET

10 SEE SHEET 540

BUILDING 501D

FF ELEV 507.5

EXISTING

BUILDING 501C

MATCHLINE

THIS SHEET

RIP RAP

OUTLET

S

T

A

N

D

O

F

F

A

N

D

O

F

F

RETAINING WALL #1

ASPHALT

PAVEMENT

PATCH

RETAINING WALL #2

18" ABOVE SIDEWALK

REPLACE CONCRETE

CURB & GUTTER

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

MATCHLINE

THIS SHEET

ASPHALT

PAVEMENT

PATCH

REPLACE CONCRETE

CURB & GUTTER

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE MATERIALS -

BUILDING 501D

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C110

613-121

501D

June 27, 2018

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

MATERIALS PLAN NOTES:

1.All site work, materials and construction, and construction methods shall comply with local municipality, Berkeley County, and the WV DOT material and construction specifications.

2.The Contractor shall restore any structure, pipe, utility, pavement, curbs, sidewalks, landscaped areas, etc. disturbed during construction to the original condition or better.

3.The exact location and depth of existing utilities must be field-verified by the Contractor prior to construction if the proposed improvements.

4.The contractor shall be responsible for locating/verifying all buried utilities.

5.All dimensions to curbs are to be taken to curb face.

6.Provide continuous expansion joint and sealant at interface of all concrete paving and curbs, building faces, and existing concrete or asphalt surfaces.

MATERIALS PLAN KEYNOTES:

1 LIMIT OF BITUMINOUS PAVEMENT

2 LIMIT OF PROPOSED SIDEWALK

3 LIMIT OF CURB AND GUTTER

4 CURB NOSE DOWN FOR HANDICAP RAMPS

5 PROPOSED RETAINING WALL (DETAIL SHEET C511, DETAIL 3 & 4)

6 PROPOSED HANDRAIL (ALONG ADA SIDEWALK)

7 4" WIDE PAINTED WHITE LINES (45" ANGLE AT 24" C-C)

8 "NO PARKING: LOADING/UNLOADING ZONE" SIGN

9 DUMPSTER PAD AREA (CONCRETE)

10 SWM STRUCTURE - MICRO BIO-RETENTION

11 EXISTING TREE TO REMAIN

12 CONCRETE GUTTER

13 BOLLARDS (4")

14 CONSTRUCTION FENCE

15 ADA RAMPS

16 BOLLARDS (6")

17 ELECTRIC LIFT GATES

MATERIALS PLAN LEGEND:

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

W

W

W

W

W

W

W

W

W

E

X

I

S

T

I

N

G

A

C

C

E

R

I

V

E

W

A

Y

P

R

O

P

O

S

E

D

E

W

A

L

K

P

R

O

P

O

S

D

E

W

A

L

K

X

D

E

W

A

L

K

PROPOSED

BUILDING 502F

FF 507.5

PROPOSED

CONCRETE PAD

E

X

I

S

T

I

T

E

R

L

I

N

E

TIE TO

EXISTING

TIE TO

EXISTING

PROP.

LIFT GATE

4 5

PROP.

LIFT GATE

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE MATERIALS - BUILDING 502F CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C111

613-121

502F

JUNE 27, 2018

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

MATERIALS PLAN NOTES:

1.All site work, materials and construction, and construction methods shall comply with local municipality, Berkley County, and the WV DOT material and construction specifications.

2.The Contractor shall restore any structure, pipe, utility, pavement, curbs, sidewalks, landscaped areas, etc. disturbed during construction to the original condition or better.

3.The exact location and depth of existing utilities must be field-verified by the Contractor prior to construction if the proposed improvements.

4.The contractor shall be responsible for locating/verifying locations all buried utilities.

5.All dimensions to curbs are to be taken to curb face.

6.Provide continuous expansion joint and sealant at interface of all concrete paving and curbs, building faces, and existing concrete or asphalt surfaces.

MATERIALS PLAN LEGEND:

MATERIALS PLAN KEYNOTES:

1 CONSTRUCTION FENCE(AT DISCRETION OF THE COR)

2 LIMIT OF PROPOSED SIDEWALK

3 EXISTING TREE TO REMAIN

4 ADA RAMP

5 CURB NOSE DOWN

6 ELECTRIC LIFT GATES

CONCRETE PAVEMENT

O

N

C

S

I D

E

W

A

L K

PROPOSED

BUILDING 501D

MATCH GUTTER TO

EXISTING CONCRETE

SLAB WITH NOSE

DOWN CURB

MATCH EXISTING

CURB AND GUTTER

EX. ELECTRIC GATE

CONCRETE BASE

EX. LIGHT POLE BASE

A

N

D

O

F

F

A

N

D

O

F

F

PROPOSED

ELECTRIC GATE

A

N

D

O

F

F

NEW RETAINING

WALL SECTION -

SEE STRUCTURAL

SHEET

CONTRACTOR TO

SAWCUT AND REMOVE

EX CONCRETE LARGE

ENOUGH TO PERFORM

NECESSARY WORK

PROPOSED

RETAINING WALL 1

PROPOSED

RETAINING WALL 2

PROPOSED

ELECTRIC GATE

BID DOCUMENTS

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

SITE STAKE OUT PLAN -

BUILDING 501D

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C120

613-121

501D

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

EX. CONCRETE

REMOVE AND

REPLACE

A

N

D

O

F

F

A

N

D

O

F

F

A

N

D

O

F

F

BID DOCUMENTS

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

SITE STAKE OUT PLAN -

BUILDING 502F

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C121

613-121

502F

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

P

R

N

C

R

E

T

E

S

I

D

E

W

A

L

K

D

A

PROPOSED STORM

MANHOLE, CONNECT

TO EX STORM DRAIN

(DOGHOUSE)

PROPOSED SWM

OUTLET STRUCTURE

GRATE ELEV.= 500.75

PROP CURB

CUT INLET

TOP ELEV= 503.70

PROP CURB

CUT INLET

TOP ELEV.= 503.00

PROPOSED SWM

MICRO-BIORETENTION

BUILDING 501D

F.F. ELEV.=507.5

ASPHALT PAVING

TIE INTO EXISTING

CURB AND GUTTER

TIE INTO EXISTING

CURB AND GUTTER

MATCH GUTTER TO

EXISTING CONCRETE

SLAB WITH NOSE

DOWN CURB

PROPOSED STORM MANHOLE

SDMH-A1

RIM ELEV.=507.25

PROP SSMH

RIM ELEV.= 502.63

PROP SSMH

RIM ELEV.=499.92

MATCH EXISTING

CURB AND GUTTER

EX. ELECTRIC GATE

CONCRETE BASE

LIGHT POLE BASE

PROP SSMH

RIM ELEV.= 506.35

PROP. END SECTION

OUTLET= 500.25

PROP ELECTRIC

LIFT GATE

A

N

D

O

F

F

A

N

D

O

F

F

NYLOPLAST STRUCTURE

RIM ELEV.=507.15

M

A

T

H

E

X

I

S

T

I

N

C

R

E

T

E

FF ELEV

- 507.50 x

507.18

B

T

W

507.25 x508.68

TW

507.50 x 507.33 x 506.67 x 506.25 x 505.88

506.67

FF ELEV

- 507.50 x 507.45 x 507.45

507.45 BC

507.95 TC

x 507.00 BC

507.50 TC

x 506.85 BC

507.35 TC

x 507.45 BC

507.95 TC

504.72 BC

505.22 TC

506.22 TW

507.00 BC

507.50 TC

508.50 TW

508.20 TW

506.70 BW

x

508.60 TW

507.10 BW

x x x x 506.67 x 506.67 x 507.00 x 511.50 x 511.0 x 510.00 x 507.00 x 509.25 x 509.85 TW x 507.75 BW x 510.00 x 511.00 x 511.50 x 507.45 x 507.40 x 507.75 BW x 507.75 BW x 507.40

506.50 x x 507.00 x 509.50

508.25 x 506.50 x 503.09 B C

503.59 TC

502.61 B

C x

502.73 TC

502.45 B

C x

502.57 TC

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE GRADING PLAN -

BUILDING 501D

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C130

613-121

June 27, 2018

501D

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

1. All grades are to be taken as being direct between any two elevations shown, unless indicated otherwise.

2. Contours shall be used as grade points where no spot elevations are shown.

3. Identify and clearly mark benchmarks. Verify and record benchmark elevations prior to commencing work. Protect benchmarks and survey control points from damage or displacement. Reestablish or relocate benchmarks disturbed by site work operations at the Contractor's expense.

4. “Benchmark” - See Sheet C100. All elevations shown are based on benchmark.

5. Existing above-grade and below-grade utilities have been shown in accordance with the best available information. It shall be the Contractor's responsibility to verify exact locations of all existing utilities prior to commencing work. Notify the COR and the appropriate utility provider immediately should discrepancies be found in mapping of underground utilities be encountered during earthwork operations. Record all existing utility locations verified in the field.

6. Refer to Sheet C510 for Erosion and Sedimentation Control Plan and permitted Limit of Disturbance.

7. The Contractor shall strip topsoil from all areas to be regraded and/or disturbed. Coordinate limits of disturbance and topsoil stockpile locations with all other prime contractors.

8. Verify suitability of subsoil materials. All fill materials are subject to testing and inspection.

9. Provide positive drainage away from all buildings and structures. Avoid the development of isolated low spots to prevent freestanding surface water.

10.All walks shall have a cross pitch of 2% in the direction of the slope or to the curb.

11.High and low points on walks and curbs shall be rounded off to a distance of at least five feet to show no abrupt change of grade.

12.The tops and bottoms of all slopes shall be rounded off to smooth curves five feet long.

13.Make new grade changes gradual; blend slope into level areas. Provide smooth transitions between new and existing grades.

14.Finish grade behind curb shall be flush with the top of the curb, unless otherwise noted.

15.Where mulched planting areas abut curb, finish soil grade behind curb shall be maintained three-inches below top of curb to allow for placement of mulch.

16.Remove stockpile areas, leave area in clean and neat condition; grade site surface to meet the proposed grades and to prevent freestanding surface water.

17.The Contractor shall preserve existing vegetation where possible and/or as noted on the drawings.

18.The Contractor is responsible for the removal and disposal of all rubbish, trash, debris and organic material in a lawful manner.

19.Verify required spot elevations/grading in the vicinity of the building with the architectural plans.

20. Where new construction abuts existing improvements, verify the elevations and grades of the existing improvements. Notify the Architect of discrepancies between the survey and existing field conditions prior to proceeding with new work.

21. Where utility trenching occurs, restore finished grades to match existing conditions unless otherwise indicated.

22. See lighting plan for locations of proposed site lighting and related electric utility service.

23. If a sinkhole is encountered during construction, contact a Geotechnical Engineer licensed in the State of West Virginia for a Repair Plan.

GRADING PLAN NOTES: GRADING PLAN LEGEND:

x 488.80

Major Contour

Minor Contour

Spot Elevation

Limit of Disturbance

Contour Elevation

Designation

Existing Contour

PROPOSED 24"

NYLOPLAST YARD

INLET, CONNECT TO

EX STORM DRAIN

TOP ELEV = 505.85

PROPOSED 12"

NYLOPLAST

YARD INLET

GRATE EL.=507.28

12" NYLOPLAST

YARD INLET

TOP = 506.73

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K x 506.90 x 506.00 x 506.12 x 506.80 x 506.85 x 506.70 x 506.60 x 506.75 x 507.40 x 507.40 x 507.40 x 507.40 x 507.40 x 507.40 x 507.35 x 507.35 x 507.35 x 507.35 x 507.35 x 507.25 x 506.75 x 507.40 x 507.40 x 507.10 x 507.20 x 507.00

507.00 x 507.40 x 507.40 x 507.20 x 505.95 x 506.75 x 506.68 x 507.40

507.10 x

507.20 x x 507.40 x 507.40 x x

MATCH EXISTING GRADE

APPROX 506.10

MATCH EXISTING GRADE

APPROX 506.15

T

A

N

D

O

F

F

A

N

D

O

F

F

PROPOSED 12"

NYLOPLAST

YARD INLET

GRATE EL.=507.15

PROPOSED 12"

NYLOPLAST

YARD INLET

GRATE EL.=506.85

PROPOSED 12"

NYLOPLAST

YARD INLET

GRATE EL.=506.55

PROPOSED 12"

NYLOPLAST

YARD INLET

GRATE EL.=507.00

BID DOCUMENTS

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

SITE GRADING PLAN - BUILDING 502F CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C131

613-121

502F

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

1. All grades are to be taken as being direct between any two elevations shown, unless indicated otherwise.

2. Contours shall be used as grade points where no spot elevations are shown.

3. Identify and clearly mark benchmarks. Verify and record benchmark elevations prior to commencing work. Protect benchmarks and survey control points from damage or displacement. Reestablish or relocate benchmarks disturbed by site work operations at the Contractor's expense.

4. “Benchmark” - See Sheet C100. All elevations shown are based on benchmark.

5. Existing above-grade and below-grade utilities have been shown in accordance with the best available information. It shall be the Contractor's responsibility to verify exact locations of all existing utilities prior to commencing work. Notify the COR and the appropriate utility provider immediately should discrepancies be found in mapping of underground utilities be encountered during earthwork operations. Record all existing utility locations verified in the field.

6. Refer to Sheet C510 for Erosion and Sedimentation Control Plan and permitted Limit of Disturbance.

7. The Contractor shall strip topsoil from all areas to be regraded and/or disturbed. Coordinate limits of disturbance and topsoil stockpile locations with all other prime contractors.

8. Verify suitability of subsoil materials. All fill materials are subject to testing and inspection.

9. Provide positive drainage away from all buildings and structures. Avoid the development of isolated low spots to prevent freestanding surface water.

10.All walks shall have a cross pitch of 1/4 inch per foot in the direction of the slope or to the curb.

11.High and low points on walks and curbs shall be rounded off to a distance of at least five feet to show no abrupt change of grade.

12.The tops and bottoms of all slopes shall be rounded off to smooth curves five feet long.

13.Make new grade changes gradual; blend slope into level areas. Provide smooth transitions between new and existing grades.

14.Finish grade behind curb shall be flush with the top of the curb, unless otherwise noted.

15.Where mulched planting areas abut curb, finish soil grade behind curb shall be maintained three-inches below top of curb to allow for placement of mulch.

16.Remove stockpile areas, leave area in clean and neat condition; grade site surface to meet the proposed grades and to prevent freestanding surface water.

17.The Contractor shall preserve existing vegetation where possible and/or as noted on the drawings.

18.The Contractor is responsible for the removal and disposal of all rubbish, trash, debris and organic material in a lawful manner.

19.Verify required spot elevations/grading in the vicinity of the building with the architectural plans.

20. Where new construction abuts existing improvements, verify the elevations and grades of the existing improvements. Notify the Architect of discrepancies between the survey and existing field conditions prior to proceeding with new work.

21. Where utility trenching occurs, restore finished grades to match existing conditions unless otherwise indicated.

22. See lighting plan for locations of proposed site lighting and related electric utility service.

23. If a sinkhole is encountered during construction, contact a Geotechnical Engineer licensed in the State of West Virginia for a Repair Plan.

GRADING PLAN NOTES:

GRADING PLAN LEGEND:

x 488.80

Major Contour

Minor Contour

Spot Elevation

Limit of Disturbance

Contour Elevation

Designation

Existing Contour

W

W

W

W

W

W

CONNECT TO EX

STORM DRAIN

WVDOH TYPE

"D" INLET

PROPOSED SWM

MICRO-BIORETENTION

PROP SPECIAL CUT

18" HDPE ELBOW (65°)

WVDOH TYPE

"B " INLET

WVDOH TYPE

"A" MANHOLE

PROP METAL

END SECTION

WVDOH TYPE

"D" INLET

M

A

T

S

G

E

" U

N D

E R

D R

A

IN 4

U

D

A

I

N

SDMH-A1

RIM EL.=507.25

INV IN=501.00

INV IN=503.00

INV OUT=496.16

SS-102

RIM EL.=507.25

INV OUT=496.00

SS-101

RIM EL.=502.63

INV IN=495.12

INV OUT=495.00

SS-100

RIM EL.=499.92

INV IN=494.24

INV OUT=494.14

D u c t i l e

I r o n

P i p e

L u c t i

L

P

R

D

T

E

R

L I

F

P

I P

E

H

D P

E

P i p e

UGE HANDHOLE

AND CONDUITS TO BE

RELOCATED OUTSIDE

OF THE BUILDING

FOOTPRINT.

SEE ELECTRICAL

DRAWINGS SHEET ED101

6" TAPPING

SLEEVE AND

VALVE

SDB-ES

INV IN=500.25

SDB-CI1

RIM EL.=503.29

INV IN=500.50

INV OUT=500.44

SDB-CI2

RIM EL.=503.51

INV OUT=500.66

S

T

O

M

A

T

O R

M

D

R A

T

O

A

UNDERGROUND FUEL

TANK AND MONITORING

WELLS TO NOT BE

DISTURBED.

A

N

D

O

F

F

SDC-DI1

RIM EL.=500.75

INV OUT=496.50

SDC-MH1

RIM EL.=500.02

INV IN=495.15

S D

C P

N

H

D P

E

S

D

B

P

E

S

D

B

P

E

S

D

A

P

I

P

P

E

SDE-DI1

RIM EL.=507.15

INV OUT=504.00

SDE-PIPE 2 8" N12 HDPE

18 LF @ 4.88%

SDE-PIPE 1 8" N12 HDPE

22 LF @ 4.03%

SDE-DI2

RIM EL.=509.25

INV OUT=502.00

SDF-DI1

RIM EL.=506.50

INV OUT=501.35

M

A

T

S

G

E

EXISTING SSMH

RIM EL.=498.17

INV IN=492.61

8" DIP

118 LF @ 1.26%

BID DOCUMENTS

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

SITE UTILITY PLAN - BUILDING 501D CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C140

613-121

501D

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

UTILITY PLAN NOTES:

1. The contractor shall be responsible for locating/verifying all buried utilities.

2. Refer to Sheet C150 for Erosion and Sedimentation Control Plan and permitted Limit of Disturbance.

3. The exact location and depth of existing utilities must be field-verified by the Contractor prior to construction of proposed improvements, including, but not limited to, the location of all buried electrical lines.

4. Final utility service point locations shall be verified and coordinated with Architectural drawings.

5. See Electrical drawings for additional electric, telephone and cable information.

6. Site Contractor shall coordinate site utility installation with electrical and telecommunication services.

7. Minimum cover shall be 36” deep on electric conduits and 24” on telephone and cable conduit. Install hand holes as required.

8. All water mains, water services and sanitary sewer laterals shall conform to the Department of Environmental Protection and appropriate utility company specifications.

9. Storm and sanitary sewer pipes shall be laid on straight alignments and even grades using a pipe laser or other accurate method.

10. Site Contractor shall provide all bends, fittings, adapters, etc. as required for pipe connections.

11. All valve lids, manholes, inlet tops, etc. affected or set by the construction shall be adjusted to finish grade elevation.

12. If the utilities aren't handled by a single prime Contractor, the site Contractor shall be responsible for all utilities to within 5' of the building or as shown on the plumbing drawingns and make the utility connections with the building contractor(s).

13. Site Contractor shall connect building downsprouts to roof drain header system shown on the plans.

14. Minimum separation between utilities shall be no less than (1) foot vertically. Notify Engineer if utility crossings cannot meet the minimum clearance requirements.

15. Contractor to connect foundation drains as shown on the plans.

UTILITY PLAN KEYNOTES:

1 CONNECT TO EXISTING UTILITY

2 TIE ROOF DAINS INTO STORM DRAIN SYSTEM (MIN. SLOPE 1/4 “ PER FOOT)

3 CONNECT 6” FOUNDATION DRAIN INTO STORM DRAIN SYSTEM

UTILITY PLAN LEGEND:

INSET

SCALE 1" = 10'

UNDERGROUND ELECTRIC LINE

SANITARY SEWER

TYPICAL CATCH BASINS

DRAINAGE CLEANOUT

STORM DRAIN END SECTION

TYPICAL INLETS

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

WELL

STORM DRAIN PIPE

NYLOPLAST INLET

WATER LINE

W

W

W

W

W

W

W

V

L

S

T

O

A

TIE EXISTING ROOF

DRAINS INTO PROPOSED

8" COLLECTOR PIPE

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

P

R

N

C

S

I

D

E

W

A

L

K

PROPOSED BUILDING

502F

F.F. 507.5

24" NYLOPLAST INLET

TIE INTO EX STORM DRAIN

12" NYLOPLAST INLET

12" NYLOPLAST INLET

12" NYLOPLAST INLET

12" NYLOPLAST INLET

EX DOM

BUILDING 502D

EX DOM

BUILDING 502E

SDD-P1 8" N12 HDPE

27 LF @ 0.50%

SDD-P2 8" N12 HDPE

27 LF @ 0.50%

SDD-P3 8" N12 HDPE

29 LF @ 2.07%

S

D

D

N

P

E

S

D

D

P

E

SDD-P7 8" N12 HDPE

97 LF @ 0.91%

S

D

D

P

E

T

N

E

S

T

O

A

S

T

O

A

SDD-DI7

RIM EL.=506.66

INV OUT=503.32

12" NYLOPLAST INLET

EX. SSMH 24

RIM ELEV= 506.51

INV. OUT= 501.30

L

EX. SSMH 23

INV. IN= 500.60

EXCAVATE TO

PIPE AND

ENCASE IN

CONCRETE

EXCAVATE TO

PIPE AND

ENCASE IN

CONCRETE

12" NYLOPLAST INLET

SDD-DI6

RIM EL.=507.10

INV IN=503.26

INV OUT=503.16

SDD-DI3

RIM EL.=507.26

INV OUT=503.67

SDD-DI1

RIM EL.=505.85

INV IN=501.60

INV IN=501.60

INV OUT=501.50

SDD-DI2

RIM EL.=506.55

INV IN=502.00

INV OUT=501.88

SDD-DI4

RIM EL.=506.73

INV IN=502.10

INV OUT=502.00

SDD-DI5

RIM EL.=507.28

INV IN=503.10

INV OUT=503.00

8" N12 HDPE 13L.F. @ 0.5%

8" N12 HDPE 7L.F. @ 0.5%

PROP WET TAP

INTO EX. 8" DIP

WATERLINE

PROP 45°

VERTICAL BEND

PROP WET TAP

INTO EX.

WATERLINE

APPROX. LOCATION OF

UNDER GROUND

ELECTRICAL DUCT BANKS.

SEE ELECTRICAL PLAN

SHEET ED101

APPROX. LOCATION OF

UNDER GROUND TELE-COM

DUCT BANKS. SEE

ELECTRICAL PLAN SHEET

ED101

PROP

INSERTA-VALVE

AND END CAP

PROP

INSERTA-VALVE

AND END CAP

45°

45°

45°

45°

45°

45°

I

P

S

A

N

I

T

A

R

Y

S

E

W

N

E

A

Z

N

E

PROP 45°

VERTICAL BEND

A

I

N

A

I

N

SDD-CO3

SDD-CO2

SDD-CO1

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

SITE UTILITY PLAN-BUILDING 502F CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C141

613-121

502F

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

June 27, 2018

UTILITY PLAN NOTES:

1. In accordance with chapter 24-C underground facility damage prevention act, as amended, the Contractor must call the following phone number and notify all affected utility companies of the intention to excavate no less than 48 hours prior to excavation activities West Virginia 811, INC (WV 811) one call center: 1-800-245-4848 or 8911.

2. Refer to Sheet C150 for Erosion and Sedimentation Control Plan and permitted Limit of Disturbance.

3. The exact location and depth of existing utilities must be field-verified by the Contractor prior to construction of proposed improvements, including, but not limited to, the location of all buried electrical lines.

4. Final utility service point locations shall be verified and coordinated with Architectural drawings.

5. See Electrical drawings for additional electric, telephone and cable information.

6. Site Contractor shall coordinate site utility installation with electrical and telecommunication services.

7. Minimum cover shall be 36” deep on electric conduits and 24” on telephone and cable conduit. Install hand holes as required.

8. All water mains, water services and sanitary sewer laterals shall conform to the Department of Environmental Protection and appropriate utility company specifications.

9. Storm and sanitary sewer pipes shall be laid on straight alignments and even grades using a pipe laser or other accurate method.

10. Site Contractor shall provide all bends, fittings, adapters, etc. as required for pipe connections.

11. All valve lids, manholes, inlet tops, etc. affected or set by the construction shall be adjusted to finish grade elevation.

12. If the utilities aren't handled by a single prime Contractor, the site Contractor shall be responsible for all utilities to within 5' of the building or as shown on the plumbing drawingns and make the utility connections with the building contractor(s).

13. Site Contractor shall connect building downsprouts to roof drain header system shown on the plans.

14. Minimum separation between utilities shall be no less than (1) foot vertically. Notify Engineer if utility crossings cannot meet the minimum clearance requirements.

15. Contractor to connect foundation drains as shown on the plans.

UTILITY PLAN KEYNOTES:

1 CONNECT TO EXISTING UTILITY

2 TIE DOWNSPOUTS INTO STORM DRAIN SYSTEM (MIN. SLOPE 1/4 “ PER FOOT)

3 CONNECT 6” FOUNDATION DRAIN INTO STROM DRAIN SYSTEM

UTILITY PLAN LEGEND:

UNDERGROUND ELECTRIC LINE

SANITARY SEWER

TYPICAL CATCH BASINS

DRAINAGE CLEANOUT

STORM DRAIN END SECTION

TYPICAL INLETS

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

WELL

STORM DRAIN PIPE

NYOPLAST INLET

W

W

W

W

W

W

CE

IP2

IP2

IP2

IP

IP

RR

RR

thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

EROSION & SEDIMENTATION CONTROL

(E&S) PLAN - BUILDING 501D

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C150

613-121

501D

KEYTITLE SYMBOL

STORM DRAIN

INLET PROTECTION

IP

IP2

(GRAVEL/WIRE MESH)

STORM DRAIN

INLET PROTECTION

(SILT FENCE)

PS

CONTROL LEGEND

KEY

CE

PERMANENT SEEDING

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

TITLE

PS

SYMBOL

EROSION & SEDIMENT

TSTEMPORARY SEEDING

TS

SILT FENCE

SF

SF

June 27, 2018

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

CLEAN FILL AND ENVIRONMENTAL DUE-DILIGENCE

This erosion and sedimentation pollution control plan covers the “moving, depositing, stockpiling, or storing of soil rock or earth materials”. If this project will need fill imported from an off site location, the responsibility for performing environmental due diligence and the determination of clean fill will reside with the Contractor. Environmental due diligence is defined as investigative techniques, including, but not limited to visual property inspections, electronic data base searches, review of property ownership, review of property use history, Sanborn maps, environmental questionnaires, transaction screens, analytical testing, environmental assessments or audits. Analytical testing is not a required part of due diligence unless visual inspection and/or review of the past land use of the property indicates that the fill may have been subjected to a spill or release of regulated substance. If the fill may have been affected by a spill or release of a regulated substance, it must be tested to determine if it qualifies as clean fill. Testing should be performed in accordance with WV DEP's standards. Clean fill is defined as uncontaminated, non-water soluble, non-decomposable, inter, solid material. The term includes soil, rock, stone, dredged material, used asphalt, use brick, block or concrete from construction and demolition activities that is separate from other waste and is recognizable as such. The term does not include materials placed in or on the Waters of the State unless otherwise authorized. (The term “used asphalt” does not include milled asphalt or asphalt that has been processed for re-use.) Fill material that does not qualify as clean fill will be considered regulated fill. Regulated fill is waste and must be managed in accordance with the department's Solid Waste Program. If applicable, fill determination is not required by the contractor unless there is evidence that a spill or release of a regulated substance has occurred.

CONSTRUCTION WASTE DISPOSAL

Individual responsible for earth disturbance activities must ensure that proper mechanisms are in place to control waste materials. Construction wastes include, but are not limited to, excess soil materials, building materials, concrete wash water, sanitary wastes, etc. that could adversely impact water quality. Measures should be planned and implemented for housekeeping material management, and litter control. Bulk construction waste must be disposed of off-site, at a permitted location (I.E. Landfill). Excess fill material must be disposed of in an area that has an approved E&S Plan associated with

it. Concrete wash water and sanitary wastes may not be discharged to a storm sewer or permitted to flow overland to receiving waters. Wherever possible, recycling of excess materials is preferred, over disposal.

EROSION & SEDIMENT CONTROL NOTES:

1. In accordance with chapter 24-C underground facility damage prevention act, as amended, the Contractor must call the following phone number and notify all affected utility companies of the intention to excavate no less than 48 hours prior to excavation activities West Virginia 811, INC (WV 811) one call center: 1-800-245-4848 or 8911.

2. The exact location and depth of existing utilities must be field-verified by the contractor prior to construction of proposed improvements.

3. Provide transition from 6” curb height to flush condition in a 6'-0” horizontal length.

4. See lighting plan for locations of proposed site lighting and related electric utility service.

5. See Sheet C550 for additional notes and details.'

6. If a sinkhole is encountered during construction, contact a Geotechnical Engineer licensed in the State of West Virginia for a Repair Plan.

NPDES PERMIT:

The contractor is responsible for obtaining a General WV/NPDES Water Pollution Control Permit for stormwater associated with construction activities prior to commencing any earth disturbances.

TEMPORARY AND PERMANENT STABILIZATION SPECIFICATIONS

Temporary Seeding Permanent Seeding - Lawn Areas

Species: Annual Ryegrass Species: Kentucky 31

% Pure Live Speed: 98% Creeping Red Fescue

Application Rate: 25 LB/Acre Kentucky Bluegrass Mix

Fertilizer Type: 10-10-10 White Dutch Clover

Fertilizer Application Rate: 500 LB/Acre % Pure Live Speed: 98%, 98% 98%

Limiting Rate: 1 T./Acre Application Rate: 45-20-25-5 LB./Acre

Mulch Type: Hay Fertilizer Type: 10-20-10

Mulching Rate: 3 T./Acre Fertilizer Application Rate: 1000 LB/Acre

Liming Rate: Approx. 2 T./Acre OR To Achieve 6.5 pH Mulch Type: Clean Wheat or Oat Straw

Mulching Rate: 2 T./Acre

Anchor Material: None

Anchoring Method: None

Rate of Anchor Material Application: None

Seeding Season Dates: April 1 to May 30 or

Sept. 1 to Oct. 1

SOIL NAME AND

MAP SYMBOL

SOIL LIMITATIONS

ROADS

AND

STREETS

SHALLOW

EXCAVATIONS

LAWNS

AND

LANDSCAPING

COMMERCIAL

BUILDINGS

RECOMMENDATIONS

UkC

Urban land-Berks complex, 0 to 15 percent slopes

SwA

SWANDPOND SILT LOAM

0 TO 3 PERCENT SLOPES

Ub

URBAN LAND

SOIL NOT

RATED

VERY LIMITED:

SHRINK-SELL;

LOW STRENGTH;

FROST ACTION

SOIL NOT

RATED

SOIL NOT

RATED

NOT LIMITED

VERY LIMITED:

SHRINK-SWELL

EXERCISE CAUTION WHENEXCAVATING AND

ENSURE THAT FOUNDATIONS ARE BELOW FROST

LINES. MAINTAIN E&S AT ALL TIMES; CONTRACTOR

IS TO NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

SOIL NOT

RATED

VERY LIMITED: TOO CLAYEY; DEPTH

TO SATURATED ZONE; UNSTABLE

EXCAVATION WALLS

SOIL NOT

RATED

SOIL NOT

RATED

SOIL NOT

RATED

SOIL NOT

RATED

MAINTAIN E&S AT ALL TIMES; CONTRACTOR IS TO

NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

SOURCE: WEB SOIL USDA / NRCS WEB SOIL SURVEY ONLINE: HTTP://WEBSOILSURVEY.SC.EGOV.USDA.GOV

MAINTAIN E&S AT ALL TIMES; CONTRACTOR IS TO

NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

RR

RIP RAP

OUTLET

PROTECTION

PS

PS

PS

W

W

W

W

W

W

W

L thr ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f oo t

6"

6"

VA FORM 08-6231

Revisions:

1 2 3 4 5 6 7 8 9

Date:

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS ST NW ATLANTA, GA 30318

Drawing Title:

Approved Project Director:

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number:

Building Number:

Project Number:

Dwg. of

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

BID DOCUMENTS

EROSION & SEDIMENTATION CONTROL

(E&S) PLAN - BUILDING 502F

CONSTRUCT DOM CLINIC

AND CLC ADMINISTRATION

ADDITION

MARTINSBURG, WV

C151

613-121

502F

KEYTITLE SYMBOL

STORM DRAIN

INLET PROTECTION

IP

IP2

(GRAVEL/WIRE MESH)

STORM DRAIN

INLET PROTECTION

(SILT FENCE)

PS

CONTROL LEGEND

KEY

CE

PERMANENT SEEDING

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

TITLE

PS

SYMBOL

EROSION & SEDIMENT

TSTEMPORARY SEEDING

TS

SILT FENCE

SF

SF

IP2

IP2

CE

June 27, 2018

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

CLEAN FILL AND ENVIRONMENTAL DUE-DILIGENCE

This erosion and sedimentation pollution control plan covers the “moving, depositing, stockpiling, or storing of soil rock or earth materials”. If this project will need fill imported from an off site location, the responsibility for performing environmental due diligence and the determination of clean fill will reside with the Contractor. Environmental due diligence is defined as investigative techniques, including, but not limited to visual property inspections, electronic data base searches, review of property ownership, review of property use history, Sanborn maps, environmental questionnaires, transaction screens, analytical testing, environmental assessments or audits. Analytical testing is not a required part of due diligence unless visual inspection and/or review of the past land use of the property indicates that the fill may have been subjected to a spill or release of regulated substance. If the fill may have been affected by a spill or release of a regulated substance, it must be tested to determine if it qualifies as clean fill. Testing should be performed in accordance with WV DEP's standards. Clean fill is defined as uncontaminated, non-water soluble, non-decomposable, inter, solid material. The term includes soil, rock, stone, dredged material, used asphalt, use brick, block or concrete from construction and demolition activities that is separate from other waste and is recognizable as such. The term does not include materials placed in or on the Waters of the State unless otherwise authorized. (The term “used asphalt” does not include milled asphalt or asphalt that has been processed for re-use.) Fill material that does not qualify as clean fill will be considered regulated fill. Regulated fill is waste and must be managed in accordance with the department's Solid Waste Program. If applicable, fill determination is not required by the contractor unless there is evidence that a spill or release of a regulated substance has occurred.

CONSTRUCTION WASTE DISPOSAL

Individual responsible for earth disturbance activities must ensure that proper mechanisms are in place to control waste materials.

Construction wastes include, but are not limited to, excess soil materials, building materials, concrete wash water, sanitary wastes, etc.

that could adversely impact water quality. Measures should be planned and implemented for housekeeping material management, and litter control. Bulk construction waste must be disposed of off-site, at a permitted location (I.E. Landfill). Excess fill material must be disposed of in an area that has an approved E&S Plan associated with it. Concrete wash water and sanitary wastes may not be discharged to a storm sewer or permitted to flow overland to receiving waters. Wherever possible, recycling of excess materials is preferred, over disposal.

EROSION & SEDIMENT CONTROL NOTES:

1. In accordance with chapter 24-C underground facility damage prevention act, as amended, the Contractor must call the following phone number and notify all affected utility companies of the intention to excavate no less than 48 hours prior to excavation activities West Virginia 811, INC (WV 811) one call center: 1-800-245-4848 or 8911.

2. The exact location and depth of existing utilities must be field-verified by the contractor prior to construction of proposed improvements.

3. Provide transition from 6” curb height to flush condition in a 6'-0” horizontal length.

4. See lighting plan for locations of proposed site lighting and related electric utility service.

5. See Sheet C550 for additional notes and details.'

6. If a sinkhole is encountered during construction, contact a Geotechnical Engineer licensed in the State of West Virginia for a Repair Plan.

NPDES PERMIT:

The contractor is responsible for obtaining a General WV/NPDES Water Pollution Control Permit for stormwater associated with construction activities prior to commencing any earth disturbances.

IP2

IP2

SF

SF

TEMPORARY AND PERMANENT STABILIZATION SPECIFICATIONS

Temporary Seeding Permanent Seeding - Lawn Areas

Species: Annual Ryegrass Species: Kentucky 31

% Pure Live Speed: 98% Creeping Red Fescue

Application Rate: 25 LB/Acre Kentucky Bluegrass Mix

Fertilizer Type: 10-10-10 White Dutch Clover

Fertilizer Application Rate: 500 LB/Acre % Pure Live Speed: 98%, 98% 98%

Limiting Rate: 1 T./Acre Application Rate: 45-20-25-5 LB./Acre

Mulch Type: Hay Fertilizer Type: 10-20-10

Mulching Rate: 3 T./Acre Fertilizer Application Rate: 1000 LB/Acre

Liming Rate: Approx. 2 T./Acre OR To Achieve 6.5 pH Mulch Type: Clean Wheat or Oat Straw

Mulching Rate: 2 T./Acre

Anchor Material: None

Anchoring Method: None

Rate of Anchor Material Application: None

Seeding Season Dates: April 1 to May 30 or

Sept. 1 to Oct. 1

SOIL NAME AND

MAP SYMBOL

SOIL LIMITATIONS

ROADS

AND

STREETS

SHALLOW

EXCAVATIONS

LAWNS

AND

LANDSCAPING

COMMERCIAL

BUILDINGS

RECOMMENDATIONS

UkC

Urban land-Berks complex, 0 to 15 percent slopes

SwA

SWANDPOND SILT LOAM

0 TO 3 PERCENT SLOPES

Ub

URBAN LAND

SOIL NOT

RATED

VERY LIMITED:

SHRINK-SELL;

LOW STRENGTH;

FROST ACTION

SOIL NOT

RATED

SOIL NOT

RATED

NOT LIMITED

VERY LIMITED:

SHRINK-SWELL

EXERCISE CAUTION WHENEXCAVATING AND

ENSURE THAT FOUNDATIONS ARE BELOW FROST

LINES. MAINTAIN E&S AT ALL TIMES; CONTRACTOR

IS TO NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

SOIL NOT

RATED

VERY LIMITED: TOO CLAYEY; DEPTH

TO SATURATED ZONE; UNSTABLE

EXCAVATION WALLS

SOIL NOT

RATED

SOIL NOT

RATED

SOIL NOT

RATED

SOIL NOT

RATED

MAINTAIN E&S AT ALL TIMES; CONTRACTOR IS TO

NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

SOURCE: WEB SOIL USDA / NRCS WEB SOIL SURVEY ONLINE: HTTP://WEBSOILSURVEY.SC.EGOV.USDA.GOV

MAINTAIN E&S AT ALL TIMES; CONTRACTOR IS TO

NOTIFY ENGINEER OF LIMITATIONS ARE

DISCOVERED DURING CONSTRUCTION

BID DOCUMENTS

ee in ch es on e f oo t

6"

Department of

Veterans Affairs on e a nd on e h alf in ch es on e f oo t

6" on e i nc h = on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e…