S02 Drawings 2 for 620-18-202 Expand Parking Lot 2020-08-07.pdf

PDF 5 MB Posted Oct 6, 2020

Attached to: Y1LZ--620-18-202 Expand Parking Lot 620-18-202 Expand Parking Lot
Solicitation number: 36C24220B0068
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 27, 2023

This notice is for a federal construction contract solicitation for project number 620-18-202 to expand an existing parking lot at the VA Hudson Valley Health Care System in Montrose, New York. The scope of work includes demolishing the existing site and installing a new parking area with access drive and connecting to an existing parking area. Electrical work will install pole-mounted lighting and associated materials. The contractor will be responsible for coordination, scheduling to minimize construction duration, and typically performing work during medical center duty hours except for utility tie-ins or work required to be done during off hours according to the Contracting Officer's Representative. The contract completion time is 180 calendar days from notice to proceed. The estimated cost range for the project is $500,000 to $1,000,000. This solicitation will be released on or around December 30, 2020 as a Service-Disabled Veteran Owned Small Business set-aside. Responses are due based on details in the solicitation to be posted on SAM.gov. Bonding and hard copy submissions will be required. Prospective bidders must be registered in SAM.gov, D&B, and VetBiz.gov as an SDVOSB at time of offer and award.

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Other files

File	Type	Posted
36C24220B0068 0003.docx	DOCX document	Nov 4, 2020
S02 Revised Drawings 1 for Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
S02 Revised Drawings 2 for Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
Prebid site visit list 10-19-20 620-18-202.pdf	PDF	Nov 4, 2020
Photographs of the LP-1..pdf	PDF	Nov 4, 2020
S02 Revised Drawings 2 for 620-18-202 Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
S02 Revised Drawings 1 for 620-18-202 Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
36C24220B0068 0002.docx	DOCX document	Nov 4, 2020
Photographs of the LP-1.pdf	PDF	Nov 4, 2020
36C24220B0068 0001.docx	DOCX document	Oct 13, 2020
S02 Specifications for 620-18-202 Expand Parking Lot - 2020-08-07.pdf	PDF	Oct 6, 2020
S02 Drawings 1 for 620-18-202 Expand Parking Lot 2020-08-07.pdf	PDF	Oct 6, 2020
S02 Drawings 3 for 620-18-202 Expand Parking Lot 2020-08-07.pdf	PDF	Oct 6, 2020
36C24220B0068_1.docx	DOCX document	Oct 6, 2020

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2'-6" 6"

18"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

DETAILS V

J.S.D. T.S.M.

CP-106

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%%URECTANGULAR GRATE DETAILS

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NOT TO SCALE

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* SUITABLE MATERIAL

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COMPACTION

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SPD

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PROPOSED PIPE

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MIN 95%

AutoCAD SHX Text 6"

AutoCAD SHX Text Do+4'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text = MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE STONES WITH A DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE COMPACTED LAYERS BEING PLACED.

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NOT TO SCALE

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CLASS C CONCRETE

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ALUMINUM SIGN POST

AutoCAD SHX Text SLOPE CONCRETE AT 5% AWAY FROM POST. FINISH CONCRETE TO PROVIDE A REGULAR SMOOTH SURFACE.

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POST SET IN CONCRETE

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CONCRETE BASE FOOTING DETAIL - PARKING LOT SIGNS

AutoCAD SHX Text NOTES: 1. MINIMUM TOP 12" OF CONCRETE FOOTING SHALL BE FORMED WITH MINIMUM TOP 12" OF CONCRETE FOOTING SHALL BE FORMED WITH SONOTUBE AND TOP SHALL BE TROWELED SMOOTH. 2. ALL SIGNS SHALL BE DESIGNED, FABRICATED, AND CONSTRUCTED IN ALL SIGNS SHALL BE DESIGNED, FABRICATED, AND CONSTRUCTED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS PARKING LOT SIGNAGE MANUAL, AS LAST REVISED AND THE EXTERIOR SIGNS MANUAL, AS LAST REVISED. 3. USE 3" SQUARE POST FOR REGULATORY SIGNSUSE 3" SQUARE POST FOR REGULATORY SIGNS

AutoCAD SHX Text NOTES: 1. NEW YORK PAY CODES DO NOT APPLY TO THIS PROJECT NEW YORK PAY CODES DO NOT APPLY TO THIS PROJECT 2. SUMPS SHALL HAVE SOLID BOTTOM WITHOUT DRAINSUMPS SHALL HAVE SOLID BOTTOM WITHOUT DRAIN

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USE TYPE 2 SUBBASE BENEATH PAVEMENT. USE SUITABLE MATERIAL UNDER NON PAVED AREAS

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APPLY PROTECTIVE COATING TO ALUMINUM

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STONE AGGREGATE BASE TYPE 2

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TYPE 2 SUBBASE

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RESTORE/MATCH EXISTING PAVEMENT TYPES AND DEPTHS

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CUTSAW AND SEAL (TYP)

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%%UTRENCH RESTORATION DETAIL

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NOT TO SCALE

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INITIAL SAWCUT

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TACK COAT

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FINAL SAWCUT

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TACK COAT

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FINAL SAWCUT

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EXISTING PAVEMENT

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EXISTING PAVEMENT

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D. + 2'

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SUBBASE AGGREGATE

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BACKFILL MATERIAL

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PG 64-22 SEAL

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PG 64-22 SEAL

AutoCAD SHX Text NOTES: 1. SEE DETAIL 4/CP-103 "ASPHALT PAVEMENT SECTION" SEE DETAIL 4/CP-103 "ASPHALT PAVEMENT SECTION" FOR PAVEMENT TYPES AND DEPTHS. 2. CONTRACTOR SHALL EXTEND SUBBASE AGGREGATE TO CONTRACTOR SHALL EXTEND SUBBASE AGGREGATE TO TOP OF EXISTING SURFACE FOR TEMPORARY CONDITION AND MAINTAIN SURFACE UNTIL FINAL PAVEMENT RESTORATION IS COMPLETED.

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LIGHT POLE

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ELEVATION

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PLAN VIEW

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REINF. PER SCHED.

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SPIRAL W/ 6" PITCH. DO NOT SPLICE

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PROVIDE 1 1/2" SPIRAL TURNS ON TOP & BOT.

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PROVIDE ANCHORS AS PER MANUFACTURERS RECOMMENDATION

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PIPE INSTALLATION PROCEDURES

AutoCAD SHX Text CONSTRUCTION DETAILS BELOW COVER THE FOLLOWING CONDITIONS: (A) PIPE LYING ON TOP OF THE NATURAL GROUND. PIPE LYING ON TOP OF THE NATURAL GROUND. ROCK OR COMPACTED (97% SPD) FILL. (B) THE EXISTING GROUND IS BETWEEN THE TOP AND THE EXISTING GROUND IS BETWEEN THE TOP AND THE BOTTOM OF THE PROPOSED PIPE AND THE PIPE IS TO BE COVERED WITH EARTH FILL. (C) THE TOP OF THE PIPE IS BELOW THE LEVEL OF THE THE TOP OF THE PIPE IS BELOW THE LEVEL OF THE NATURAL GROUND OR COMPACTED FILL (TO MINIMUM 97% SPD) AND TO BE COVERED WITH EARTH FILL TO HEIGHTS ABOVE THE NATURAL GROUND.

AutoCAD SHX Text STEP 1 : REMOVE TOPSOIL (COMPRESSIBLE LAYER OF ORGANIC MATERIAL) TO A WIDTH EQUAL TO 5 OUTSIDE DIAMETERS OF THE PIPE IN ALL FILL CONDITIONS ABOVE (A), (B) & (C). ALSO IF SPECIFIED ON THE CONTRACT DRAWING, UNDERCUT FOR THE DEPTH BELOW THE BEDDING AS SHOWN BY DESIGN (MAKE MIN WIDTH 5 DIAMETERS OF PIPE).

AutoCAD SHX Text STEP 2 : CONSTRUCT THE EMBANKMENT TO 4'-0" ABOVE THE TOP OF THE PIPE OR TO THE SUBGRADE ELEVATION, WHICHEVER IS LESS.

AutoCAD SHX Text STEP 3 : EXCAVATE THE TRENCH TO THE WIDTH OF THE OUTSIDE DIAMETER OF THE PIPE BARREL PLUS 4'-0" AND CREATE AN APPROPRIATE BEDDIGN 6" DEEP.

AutoCAD SHX Text NOTE: IF UNSUITABLE MATERIAL IS FOUND, UNDERCUT AS DIRECTED AND BACKFILL WITH SUITABLE MATERIAL TO BOTTOM OF BEDDING ELEVATION (UNLESS OTHERWISE SPECIFIED).

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STEP 5 : LAY PIPE ON APPROPRIATE BEDDING.

AutoCAD SHX Text STEP 6 : PLACE SUBBASE STONE, IN LIFTS 4" THICK, ADJACENT TO THE LOWER HAUNCHES TO A HEIGHT OF 12" ABOVE TOP OF PIPE. COMPACT TO 95% SPD.

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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FOOTING SCHEDULE

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POLE HEIGHT 'H'

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FTG DEPTH 'D'

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FTG DIAMETER 'B'

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REINFORCING

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VERTICAL

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SPIRAL

AutoCAD SHX Text H <= 17'-0"

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AutoCAD SHX Text 1'-6"

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AutoCAD SHX Text 17'-0" < H < 26'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 10 - #8

AutoCAD SHX Text #4

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SCALE:

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LIGHT POLE FOOTING

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NOT TO SCALE

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CP-106

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CP-106

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

ADA DETAILS

J.S.D. T.S.M.

CP-107

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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90° POINTS0.045" HIGH

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0.625" HOLETHROUGH EMBEDMENT FLANGES (3 PER FLANGE)

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INTERNAL EMBEDMENT FLANGE 7 PER TILE

AutoCAD SHX Text 0.1875" x0.0625" DEEP DOME UNDERSIDE OF TILE

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SECTION B-B

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SECTION A-A

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DETAIL

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PLAN - TILE

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REFLECTED PLAN - TILE

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90° POINTS0.045" HIGH

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SPACING C/C

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SPACING C/C

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SPACING C/C

AutoCAD SHX Text DETECTABLE WARNING NOTES: 1. THE DETECTABLE WARNING STRIP MUST COVER THE THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF THE RAMP AND SIDEWALK OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEFINED BY THE CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING. 2. DETECTABLE WARNING SURFACE MATERIALS SHALL BE DETECTABLE WARNING SURFACE MATERIALS SHALL BE WET SET TYPE AND CALTRANS APPROVED PRODUCT.

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NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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0.625" HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

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TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

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0.625" HOLE THROUGHEMBEDMENT FLANGES (3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

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INTERNAL EMBEDMENT FLANGE @ 3" C/C (SEE PLAN FOR ORIENTATION)

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SEE DETAIL RIGHT

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ADJACENT PAVEMENT

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ADJACENT PAVEMENT

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SCALE:

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TRUNCATED DOME TACTILE - WARNING STRIP

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NOT TO SCALE

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CP-107

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CURB RAMP DETAIL

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

ADA DETAILS II

J.S.D. T.S.M.

CP-108

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TC=109.22 BC=108.82

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TC=113.04 BC=112.54

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FIND LOCATION OF EACH CURB RAMP.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

ADA DETAILS III

J.S.D. T.S.M.

CP-109

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USE CP-101 LAYOUT PLAN TO

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FIND LOCATION OF EACH CURB RAMP.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

ADA DETAILS IV

J.S.D. T.S.M.

CP-110

E x p a n d

P a r k i n g

L o t

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F n t r o s e

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USE CP-101 LAYOUT PLAN TO

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FIND LOCATION OF EACH CURB RAMP.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

DRIVEWAY AND

PARKING LOT PROFILES

J.S.D. T.S.M.

CP-111

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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DRIVEWAY AND PARKING LOT PROFILES

AutoCAD SHX Text H=1"=20'-0" V=1"=4'

AutoCAD SHX Text

CP-111

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DRIVEWAY-1 PROFILE

AutoCAD SHX Text

DRIVEWAY-2 PROFILE

PARKING LOT AISLE-1 PROFILE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

UTILITY PLAN

J.S.D. T.S.M.

CU-101

E x p a n d

P a r k i n g

L o t

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 6 RIM=111.14 INV.=106.30 8" RCP

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STORM MH 10 RIM=113.06 INV.(A)=104.37, 12" RCP INV.(B)=104.46, 8" RCP

AutoCAD SHX Text STORM MH 5 RIM=117.06 INV.(A)=103.36, 12" RCP INV.(B)=103.88, 8" RCP INV.(C)=103.40, 12" RCP

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CATCH BASIN 3 RIM=108.75 INV.=104.53, 8" RCP

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CATCH BASIN 2 RIM=106.51 INV.=102.59, 8" RCP

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CATCH BASIN 4 RIM=104.71 INV.(A)=100.29, 8" RCP INV.(B)=100.30, 8" RCP

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CATCH BASIN 9 RIM=111.15 INV.(A)=106.98, 8" RCP INV.(B)=106.99, 8" RCP

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CATCH BASIN 7 RIM=111.73 INV.=105.36 8" RCP

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1 STORY BRICK BUILDING

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FDR VETERANS HOSPITAL ROAD

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FDR VETERANS HOSPITAL ROAD

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SILT FENCE

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AutoCAD SHX Text B

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CROSSWALK

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VAULT

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STAND PIPE

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AutoCAD SHX Text A

AutoCAD SHX Text B

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STORM MH 134 RIM=99.74 INV.(A)=91.96, 8" RCP INV.(B)=94.64, 8" RCP

AutoCAD SHX Text

CATCH BASIN 135 RIM=105.01 INV.=100.71, 8" RCP

AutoCAD SHX Text

FH #28

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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UTILITY PLAN

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

CP-101

AutoCAD SHX Text N

AutoCAD SHX Text NOTES: 1. USE FLOWABLE FILL FOR BACKFILL UNDER ALL USE FLOWABLE FILL FOR BACKFILL UNDER ALL EXISTING CONCRETE ENCASED CONDUITS AND STORM LINES. 2. CONTRACTOR SHALL HAND DIG ENTIRE AREA TO CONTRACTOR SHALL HAND DIG ENTIRE AREA TO LOCATE ALL EXISTING UNDERGROUND COMMUNICATIONS LINES, ESPECIALLY NYFD COMMUICATION LINES, WHERE PROPOSED STORM PIPES WILL CROSS. 3. INLET GRATE ELEVATIONS ARE AT CENTER OF INLET GRATE ELEVATIONS ARE AT CENTER OF GRATE EXCEPT ALONG CURBS/GUTTERS WHERE THE INLET GRATE ELEVATION IS THE MIDDLE OF THE GRATE ALONG THE CURB/GUTTER 4. ALL GRATES ARE TO BE SLOPED TO MATCH THE ALL GRATES ARE TO BE SLOPED TO MATCH THE SURROUNDING GRADES 5. SEE AG-101 FOR LINE STRIPPING. SEE AG-101 FOR LINE STRIPPING. 6. SEE ASPHALT PAVEMENT REQUIRMENTS SEE ASPHALT PAVEMENT REQUIRMENTS 6/CP-103 AND 7/CP-103. 7. EXISTING INLETS ARE TO BE ADJUSTED TO NEW EXISTING INLETS ARE TO BE ADJUSTED TO NEW GRADE. ADJUST GRADING AS NEEDED. MATCH INLET/ MANHOLE HATCH SLOPE TO NEW PAVEMENT GRADE WHERE APPLICABLE

NOTES: 1. USE FLOWABLE FILL FOR BACKFILL UNDER ALL USE FLOWABLE FILL FOR BACKFILL UNDER ALL EXISTING CONCRETE ENCASED CONDUITS AND STORM LINES. 2. CONTRACTOR SHALL HAND DIG ENTIRE AREA TO CONTRACTOR SHALL HAND DIG ENTIRE AREA TO LOCATE ALL EXISTING UNDERGROUND COMMUNICATIONS LINES, ESPECIALLY NYFD COMMUICATION LINES, WHERE PROPOSED STORM PIPES WILL CROSS. 3. INLET GRATE ELEVATIONS ARE AT CENTER OF INLET GRATE ELEVATIONS ARE AT CENTER OF GRATE EXCEPT ALONG CURBS/GUTTERS WHERE THE INLET GRATE ELEVATION IS THE MIDDLE OF THE GRATE ALONG THE CURB/GUTTER 4. ALL GRATES ARE TO BE SLOPED TO MATCH THE ALL GRATES ARE TO BE SLOPED TO MATCH THE SURROUNDING GRADES 5. SEE AG-101 FOR LINE STRIPPING. SEE AG-101 FOR LINE STRIPPING. 6. SEE ASPHALT PAVEMENT REQUIRMENTS SEE ASPHALT PAVEMENT REQUIRMENTS 6/CP-103 AND 7/CP-103. 7. EXISTING INLETS ARE TO BE ADJUSTED TO NEW EXISTING INLETS ARE TO BE ADJUSTED TO NEW GRADE. ADJUST GRADING AS NEEDED. MATCH INLET/ MANHOLE HATCH SLOPE TO NEW PAVEMENT GRADE WHERE APPLICABLE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

STORM PROFILES

J.S.D. T.S.M.

CU-102

E x p a n d

P a r k i n g

L o t

A M

F n t r o s e

D e s i g n C

A D

D r a w i n g s C o n s t r C

U U

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STORM MH 10 RIM=113.06 INV.(A)=104.37, 12" RCP INV.(B)=104.46, 8" RCP

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

SCALE:

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PROPOSED STORM PROFILES

AutoCAD SHX Text 1"=10'-0"H 1"=2'-0"V

AutoCAD SHX Text

CP-101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

EROSION AND SEDIMENT

CONTROL PLAN

J.S.D. T.S.M.

ES-101

E x p a n d

P a r k i n g

L o t

A M

F n t r o s e

D e s i g n C

A D

D r a w i n g s C o n s t r E

S E

R O

S I O

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3 STORY BRICK BUILDING BUILDING NO. 1

AutoCAD SHX Text

CATCH BASIN 6 RIM=111.14 INV.=106.30 8" RCP

AutoCAD SHX Text

STORM MH 10 RIM=113.06 INV.(A)=104.37, 12" RCP INV.(B)=104.46, 8" RCP

AutoCAD SHX Text STORM MH 5 RIM=117.06 INV.(A)=103.36, 12" RCP INV.(B)=103.88, 8" RCP INV.(C)=103.40, 12" RCP

AutoCAD SHX Text

CATCH BASIN 3 RIM=108.75 INV.=104.53, 8" RCP

AutoCAD SHX Text

CATCH BASIN 2 RIM=106.51 INV.=102.59, 8" RCP

AutoCAD SHX Text

CATCH BASIN 4 RIM=104.71 INV.(A)=100.29, 8" RCP INV.(B)=100.30, 8" RCP

AutoCAD SHX Text

CATCH BASIN 1 RIM=104.96 INV.=101.05, 8" RCP

AutoCAD SHX Text

CATCH BASIN 9 RIM=111.15 INV.(A)=106.98, 8" RCP INV.(B)=106.99, 8" RCP

AutoCAD SHX Text

CATCH BASIN 7 RIM=111.73 INV.=105.36 8" RCP

AutoCAD SHX Text

1 STORY BRICK BUILDING

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FDR VETERANS HOSPITAL ROAD

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FDR VETERANS HOSPITAL ROAD

AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text B

AutoCAD SHX Text A

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BREEZEWAY

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CROSSWALK

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AutoCAD SHX Text C

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CROSSWALK

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CROSSWALK

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VAULT

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DOUBLE YELLOW LINE

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AutoCAD SHX Text A

AutoCAD SHX Text B

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STORM MH 134 RIM=99.74 INV.(A)=91.96, 8" RCP INV.(B)=94.64, 8" RCP

AutoCAD SHX Text

CATCH BASIN 135 RIM=105.01 INV.=100.71, 8" RCP

AutoCAD SHX Text

FH #28

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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SCE

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

SCALE:

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E&S PLAN

AutoCAD SHX Text 1"=20'-0"

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ES-101

AutoCAD SHX Text N

AutoCAD SHX Text

LEGEND

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- PROPOSED PAVEMENT MARKING

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- PROPOSED SIGN

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- PROPOSED EDGE OF PAVE

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- PROPOSED CHAINLINK FENCE

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- PROPOSED CONCRETE WALK

AutoCAD SHX Text X

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- PROPOSED STORM LINE/STORM INLET

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- INLET WITH FILTER BAG INLET INLET WITH FILTER BAG INLET PROTECTION

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SCE

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- STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text

- PROPOSED COMPOST FILTER SOCK

AutoCAD SHX Text

CFS

AutoCAD SHX Text

- CONIFEROUS TREE

AutoCAD SHX Text

- DECIDUOUS TREE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

EROSION CONTROL PLAN NOTES

AND DETAILS

J.S.D. T.S.M.

ES-102

E x p a n d

P a r k i n g

L o t

A M

F n t r o s e

D e s i g n C

A D

D r a w i n g s C o n s t r E

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LANDGRADING SPECIFICATIONS

AutoCAD SHX Text ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

AutoCAD SHX Text

CONSTRUCTION SPECIFICATIONS

AutoCAD SHX Text

APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT

AutoCAD SHX Text

2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,

AutoCAD SHX Text

CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED.

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AND SEDIMENT CONTROL IN DEVELOPING AREAS".

AutoCAD SHX Text

REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL.

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FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL.

AutoCAD SHX Text

SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO

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IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

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CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT

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CONTROL PLAN AND THE "STANDARDS AND SPECIFICATIONS FOR SOIL EROSION

AutoCAD SHX Text

6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,

AutoCAD SHX Text

SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED

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7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES

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1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING

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3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED

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IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.

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4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO

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5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF

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10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

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11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF

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MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF

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12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN

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ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN

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9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL

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13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING

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SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION.

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PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE

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8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN

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14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND

AutoCAD SHX Text

DEVELOPMENT.

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SATISFACTORY FILLS.

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OR OTHER APPROVED METHOD.

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FINISHED GRADING.

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NOT BE INCORPORATED IN FILLS.

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IN THICKNESS.

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INLET PROTECTION NOT TO SCALE

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PERMANENT CONSTRUCTION AREA PLANTING MIXTURE RECOMMENDATIONS NOT TO SCALE

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MULCH ANCHORING GUIDE NOT TO SCALE

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MULCH APPLICATION TABLE NOT TO SCALE

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STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE

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RECREATION TURFGRASS SEED MIXTURE NOT TO SCALE

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FLOW

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2:1 MAX (TYP.)

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

BERM

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2:1 MAX.

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FLOW

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6 IN. MIN. HEIGHT

AutoCAD SHX Text 3:1

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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

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INLET GRATE

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1 IN. REBAR FOR BAG REMOVAL FROM INLET

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2 FT.

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4 FT.

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3 FT.

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WIDTH

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LENGTH

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2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

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EXPANSION RESTRAINT ( IN. NYLON ROPE)14 IN. NYLON ROPE)

AutoCAD SHX Text

STORM INLET

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NOT TO SCALE

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ISOMETRIC VIEW

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INSTALLATION DETAIL

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SECTION VIEW

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PLAN VIEW

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NOT TO SCALE

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STANDARD CONSTRUCTION DETAIL #4-16 FILTER BAG INLET PROTECTION-TYPE M INLET

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FLOW

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FLOW

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EXISTING CONTOURS

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DISTURBED AREA

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UNDISTURBED AREA

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COMPOST FILTER SOCK

AutoCAD SHX Text 2"x2" WOODEN STAKES PLACED 10' O.C.

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PLAN VIEW

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SECTION VIEW

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DISTURBED AREA

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UNDISTURBED AREA

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BLOWN/PLACED FILTER MEDIA

AutoCAD SHX Text 2"x2" WOODEN STAKES PLACED 10' O.C.

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COMPOST FILTER SOCK

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12" MIN.

AutoCAD SHX Text 8'

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SYMBOL

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CONSTRUCTION SPECIFICATIONS

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STABILIZED CONSTRUCTION ACCESS

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9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH

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AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

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8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE

AutoCAD SHX Text

MUST BE REMOVED IMMEDIATELY.

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SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

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PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL

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7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

AutoCAD SHX Text

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

AutoCAD SHX Text

STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS

AutoCAD SHX Text

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-

AutoCAD SHX Text

5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

AutoCAD SHX Text

POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE

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4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

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2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A

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1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE

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30 FOOT MINIMUM LENGTH WOULD APPLY).

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3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

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ENTRANCE TO SITE.

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RAIN.

AutoCAD SHX Text 3'

AutoCAD SHX Text 5:1

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PLAN VIEW

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PROFILE

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EXISTING GROUND

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FILTER CLOTH

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EXISTING PAVEMENT

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MOUNTABLE BERM (OPTIONAL)

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EXISTING PAVEMENT

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EXISTING GROUND

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EQUIVALENT.

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SYMBOL

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CONSTRUCTION SPECIFICATIONS

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STONE & BLOCK DROP INLET PROTECTION

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MAXIMUM DRAINAGE AREA 1 ACRE

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BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS.

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TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER.

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FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS

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SHALL BE PLACED AGAINST INLET FOR SUPPORT.

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1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING.

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TO SUPPORT STONE.

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4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL

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3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW

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2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS

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3" STONE

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2:1 SLOPE

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3:1 SLOPE

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"DOUGHNUT" DETAIL

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FINE GRAVEL FACE (1'MIN. THICKNESS)

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WIRE MESH (OPTIONAL)

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TEMPORARY SEDIMENT POOL

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1'MIN. 2'MAX.

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WIRE SCREEN

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STONE & BLOCK DETAIL

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SEDIMENT

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DROP INLET WITH GATE

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TEMPORARY SEDIMENT POOL

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DEWATERING

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2:1 SLOPE GRAVEL FILTER

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CONCRETE BLOCK

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STONE & BLOCK PLAN VIEW

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DEWATERING

1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

SIGN DETAILS

J.S.D. T.S.M.

AG-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

E x p a n d

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AutoCAD SHX Text NOTE: 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL SIGNAGE FOR VA CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL SIGNAGE FOR VA APPROVAL. VA MAY ALTER SIGNAGE AT TIME OF SUBMITTAL

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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BACKGROUND COLORS

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NOT TO SCALE

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EXTERIOR SIGN

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PARKING LOT SIGN COLORS

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NOT TO SCALE

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PARKING STRUCTURE &

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SIGN DETAIL

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TRAFFIC REGULATORY

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SIGN DETAIL

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TRAFFIC REGULATORY

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PARKING LOT SIGNS

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NOT TO SCALE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

PLANTING PLAN AND

DETAILS

J.S.D. T.S.M.

LP-101

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 1 RIM=104.96 INV.=101.05, 8" RCP

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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ASPHALT PARKING

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ASPHALT

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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PAVEMENT EDGE

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1 STORY BRICK BUILDING

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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PAVEMENT EDGE

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BREEZEWAY

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"PEDESTRIAN CROSSING"

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CROSSWALK

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"PARKING LOT A, NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY"

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"STOP"

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"SPEED LIMIT 15 MPH"

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"HANDICAP PARKING"

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"HANDICAP PARKING"

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3-"RESERVED PARKING"

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CONC. SIDEWALK

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CROSSWALK

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CROSSWALK

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GATE

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VAULT

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CONC. CURB

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CONC. CURB

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"BUILDING 8"

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CONC. CURB

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CONC. SIDEWALK

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"SPEED LIMIT 15"

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PAVEMENT EDGE

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PAVEMENT EDGE

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"AUTHORIZED VEHICLES ONLY"

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FH #28

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

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BIORETENTION BASIN SHRUBS

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6" RIVER ROCK APRON

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LIMIT OF BASIN MULCH

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CONC. SIDEWALK

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GV #05

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BUTTONBUSH

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SPICEBUSH

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SILKY DOGWOOD

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VIBURNUM

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WINTERBERRY

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2" SHREDDED HARDWOOD MULCH

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AND 18" PLANTING SOIL

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text N

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SCALE:

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PLANTING PLAN

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LP-101

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LEGEND

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-PROPOSED TREE LOCATION

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SCALE:

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BIORETENTION BASIN PLANTING PLAN

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LP-101

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LEGEND

BIORETENTION BASIN PLANT SYMBOLS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers

49 South Main Street

Suite 200

Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

LANDSCAPING DETAILS

J.S.D. T.S.M.

LP-102

E x p a n d

P a r k i n g

L o t

A M

F n t r o s e

D e s i g n C

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text LANDSCAPE NOTES 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE REPAIRED AND REFINISHED WITH MATERIALS TO MATCH EXISTING ALL DISTURBED OR DAMAGED AREAS SHALL BE REPAIRED AND REFINISHED WITH MATERIALS TO MATCH EXISTING ADJACENT SURFACES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF WORK. LOCATIONS OF EXISTING AERIAL OR SUB-SURFACE UTILITY LINES INDICATED ARE APPROXIMATE AND NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OF COMPLETENESS OF THESE LOCATIONS. IF THERE ARE ANY CONFLICTS DUE TO THE EXISTING OR AS-BUILT CONDITIONS THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR FIELD ADJUSTMENT APPROVAL. 3. ALL PLANT MATERIAL SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND ALL PLANT MATERIAL SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF DISEASE, INSECTS, INSECT EGGS AND LARVAE. 4. ALL PLANTING SHALL BE PERFORMED IN CONFORMANCE WITH GOOD NURSERY AND LANDSCAPE PRACTICES AND TO ALL PLANTING SHALL BE PERFORMED IN CONFORMANCE WITH GOOD NURSERY AND LANDSCAPE PRACTICES AND TO OTHER STANDARDS THAT ARE ESTABLISHED BY THE MUNICIPALITY. 5. REQUIREMENTS FOR MEASUREMENT, BRANCHING, GRADING, QUALITY AND BURLAPPING OF ALL SHRUBBERY SHALL REQUIREMENTS FOR MEASUREMENT, BRANCHING, GRADING, QUALITY AND BURLAPPING OF ALL SHRUBBERY SHALL FOLLOW THE CODE OF STANDARDS RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN THE AMERICAN STANDARD NURSERY STOCK, ANSIZ60, 1-1990, AS AMENDED. 6. ALL DISTURBED AREAS NOT LANDSCAPED, PAVED OR BUILT UPON SHALL BE SEEDED, FERTILIZED AND MULCHED IN ALL DISTURBED AREAS NOT LANDSCAPED, PAVED OR BUILT UPON SHALL BE SEEDED, FERTILIZED AND MULCHED IN ACCORDANCE WITH SEEDING MIX AS OUTLINED ON THE DETAIL SHEET UNLESS OTHERWISE NOTED. REFER TO SEEDING SCHEDULE AND EROSION AND SEDIMENTATION CONTROL PLAN FOR OTHER REQUIREMENTS. 7. DECIDUOUS TREES THAT OVERHANG PEDESTRIAN OR VEHICULAR ROUTES SHALL BE MAINTAINED TO A HEIGHT OF 8' DECIDUOUS TREES THAT OVERHANG PEDESTRIAN OR VEHICULAR ROUTES SHALL BE MAINTAINED TO A HEIGHT OF 8' FREE OF BRANCHES AND FOLIAGE. 8. CONTRACTOR TO PROVIDE CLEANUP, PROTECTION AND MAINTENANCE OF LANDSCAPED AREA UNTIL OWNER CONTRACTOR TO PROVIDE CLEANUP, PROTECTION AND MAINTENANCE OF LANDSCAPED AREA UNTIL OWNER INSPECTION AND ACCEPTANCE. 9. QUANTITIES SHOWN ON THE PLAN SHALL GOVERN IF TOTALS DO NOT AGREE WITH PLANTING SCHEDULE QUANTITIES. QUANTITIES SHOWN ON THE PLAN SHALL GOVERN IF TOTALS DO NOT AGREE WITH PLANTING SCHEDULE QUANTITIES. 10. SHURBS AND GRASSED AREAS PLANTED BY CONTRACTOR ("LANDSCAPING") SHALL BE MAINTAINED AND SHURBS AND GRASSED AREAS PLANTED BY CONTRACTOR ("LANDSCAPING") SHALL BE MAINTAINED AND WARRANTED TO BE LIVING AND IN HEALTHY CONDITION FOR AT LEAST 12 MONTHS. CONTRACTOR TO TAKE ALL MEASURES TO CARE FOR AND MAINTAIN LANDSCAPING TO THE END OF THE WARRANTY PERIOD. WORK SHALL INCLUDED WATERING, FERTILIZING, PRUNING, STAKING, CUTTING AND ALL OTHER REQUIRED MEASURES. CONTRACTOR SHALL VISIT SITE A MINIMUM OF 2 TIMES PER MONTH TO INSPECT AND MAINTAIN SHRUBS AND GRASSED AREAS. CONTRACTOR SHALL COME TO SITE MORE OFTEN IF REQUIRED TO MAINTAIN LANDSCAPING. CONTRACTOR SHALL RESPOND TO VA REQUEST FOR SITE VISIT WITHIN 2 DAYS. CONTRACTOR TO REPLACE ALL LANDSCAPING WHICH IS NOT IN EXCELLENT CONDITION. 11. THE CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES DISCHARGE ANY SOIL, FILL OR DEBRIS INTO ANY PART THE CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES DISCHARGE ANY SOIL, FILL OR DEBRIS INTO ANY PART OF THE WETLANDS THAT ARE NOT BEING DISTURBED BY CONSTRUCTION. 12. THE CONTRACTOR SHALL PROVIDE ONLY THOSE PLANT SPECIES IDENTIFIED ON THE LANDSCAPE PLAN. THE THE CONTRACTOR SHALL PROVIDE ONLY THOSE PLANT SPECIES IDENTIFIED ON THE LANDSCAPE PLAN. THE DESIGNER SHALL BE CONSULTED IF SUBSTITUTIONS ARE NECESSARY. 13. THE PLANTING SHALL BE DONE BY HAND AND THE APPROPRIATE TIME OF YEAR FOR THE MATERIAL. THE PLANTING SHALL BE DONE BY HAND AND THE APPROPRIATE TIME OF YEAR FOR THE MATERIAL. 14. NURSERY STOCK SHALL MEET THE FOLLOWING REQUIREMENTS: NURSERY STOCK SHALL MEET THE FOLLOWING REQUIREMENTS: a) GROWN IN A CERTIFIED NURSERY FOR A PERIOD OF AT LEAST TWO FULL GROWING SEASONS GROWN IN A CERTIFIED NURSERY FOR A PERIOD OF AT LEAST TWO FULL GROWING SEASONS b) FREE FROM MECHANICAL INJURIES, CUTBACK LEADERS, BROKEN BRANCHES, DECAY AND OTHER DEFECTS FREE FROM MECHANICAL INJURIES, CUTBACK LEADERS, BROKEN BRANCHES, DECAY AND OTHER DEFECTS c) FREE FROM DISEASE AND INJURIOUS INSECTS FREE FROM DISEASE AND INJURIOUS INSECTS d) TYPICAL OF SPECIES OR VARIETY INDICATED TYPICAL OF SPECIES OR VARIETY INDICATED e) EACH BUNDLE OR EACH PLANT IF NOT BUNDLED, SHALL BE LABELED WITH THE PLANT COMMON NAME AND SIZE EACH BUNDLE OR EACH PLANT IF NOT BUNDLED, SHALL BE LABELED WITH THE PLANT COMMON NAME AND SIZE 16. ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED WITHIN 24 HOURS UNLESS OTHERWISE ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED WITHIN 24 HOURS UNLESS OTHERWISE APPROVED. 17. WHILE AWAITING PLANTING, THE PLANT MATERIAL SHALL BE STORED IN THE SHADE AND PROTECTED FROM WHILE AWAITING PLANTING, THE PLANT MATERIAL SHALL BE STORED IN THE SHADE AND PROTECTED FROM WEATHER UNLESS OTHERWISE INDICATED. 18. THE CONTRACTOR SHALL INSPECT PLANTS ON A WEEKLY BASIS AND SHALL PERFORM MAINTENANCE OPERATIONS THE CONTRACTOR SHALL INSPECT PLANTS ON A WEEKLY BASIS AND SHALL PERFORM MAINTENANCE OPERATIONS INCLUDING WATERING, PRUNING, SPRAYING, AND REPLACEMENT OF IMPAIRED OR DEAD PLANTS FOR A ONE YEAR PERIOD.

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O.C. 1/4" DEPTH VERTICALLY

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SCARIFY IF ROOT BOUND, 3"

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REMOVE PLASTIC

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CONTAINER

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PLANTING SOIL

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FINISH GRADE

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3" MULCH

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SHRUB DETAIL NOT TO SCALE

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WITH FINISH GRADE

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TREE PLANTING DETAIL TYP.

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1/2 WIDTH OF ROOT BALL

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SHOULD BE 45 DEGREE

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ANGLE TO SURFACE (+/-)

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PLANTING SOIL MIX

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UNDISTURBED SOIL

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OF BED

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FINISH GRADE

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3" SOIL WELL

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3" MULCH

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REMOVE COVERING FROM

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FIRST LATERAL ROOT FLUSH

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TOP OF BALL

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RETAINING NATURAL FORM

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THIN 1/3 OF INITIAL BRANCHING

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TIER OF BRANCHES.

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WRAP TRUNK WITH TREE WRAP TO SECOND

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CUT EDGE

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BTM ELEV

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BERM ELEV

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BIORETENTION DETAIL

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PLANT TREES AND SHRUBS IN ACCORDANCE WITH LANDSCAPE PLAN

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MAX WATER ELEV.

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18"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 6, 2020.