1588748dwg8of10Landscape.pdf

PDF 6 MB Posted Nov 9, 2020

Attached to: P169 NMC ORDNANCE FACILITIES RECAPITALIZATION, YORKTOWN, VA
Solicitation number: N4008520R0036
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This package includes landscape design plans and details for the P169 NMC Ordnance Facilities Recapitalization project at the Naval Weapons Station in Yorktown, Virginia. The plans show landscaping and signage requirements for 10 magazine facilities and loading ramps. Specific landscaping elements include sodding magazine slopes according to pinned and stapled installation details. Signage includes freestanding magazine identification signs and building signs attached to magazine concrete facades. The solicitation seeks design-build services for the project, with the Navy as the contracting agency.

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Other files

File	Type	Posted
N40085-20-R-0036 Amendment 0005.pdf	PDF	Dec 18, 2020
N40085-20-R-0036 Amendment 0004.pdf	PDF	Dec 14, 2020
N40085-20-R-0036 Amendment 0003.pdf	PDF	Dec 11, 2020
N4008520R0036 Amendment 0002.pdf	PDF	Dec 1, 2020
N40085-20-R-0036 Amenmdnet 0001.pdf	PDF	Nov 13, 2020
1588748spc2of2.pdf	PDF	Nov 9, 2020
1588748dwg9of10Structural.pdf	PDF	Nov 9, 2020
Attachment H - Price Proposal Form.pdf	PDF	Nov 9, 2020
1588748dwg3of10Survey.pdf	PDF	Nov 9, 2020
1588748dwg7of10Civil.pdf	PDF	Nov 9, 2020
1588748dwg6of10Civil.pdf	PDF	Nov 9, 2020
Attachment D - Past Performance Questionnaire.docx.pdf	PDF	Nov 9, 2020
1588748dwg1of10General.pdf	PDF	Nov 9, 2020
Attachment A - Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Nov 9, 2020
Attachment E - Small Business Subcontracting Plan.docx.pdf	PDF	Nov 9, 2020
Attachment G - Small Business Participation and Commitment Strategy.docx.pdf	PDF	Nov 9, 2020
Attachment C - Construction Experience Project Data Sheet.docx.pdf	PDF	Nov 9, 2020
1588748dwg5of10Civil.pdf	PDF	Nov 9, 2020
1588748dwg10of10Electrical.pdf	PDF	Nov 9, 2020
Attachment B_SECNAV_5512_1_11787.pdf	PDF	Nov 9, 2020
1588748dwg2of10HazMat.pdf	PDF	Nov 9, 2020
Attachment F - Small Business Subcontracting Record.docx.pdf	PDF	Nov 9, 2020
1588748dwg4of10Geotechnical.pdf	PDF	Nov 9, 2020
20R0036 P169 SF1442.pdf	PDF	Nov 9, 2020
1588748spc1of2.pdf	PDF	Nov 9, 2020

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SPRING RD.

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1. SOD MAGAZINES PER SPECIFICATIONS AND DETAILS A1 AND C1 ON SOD MAGAZINES PER SPECIFICATIONS AND DETAILS A1 AND C1 ON SHEET L-501. SOD MUST EXTEND 10' OUT FROM THE TOE OF THE SLOPE, BUT NOT PAST THE TREE LINE. 2. PROVIDE ONE BUILDING SIGN ATTACHED TO CONCRETE FACADE OF PROVIDE ONE BUILDING SIGN ATTACHED TO CONCRETE FACADE OF EACH MAGAZINE AND LOADING RAMP. SEE DETAIL C3, ON SHEET L-501.

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SOD, STAPLED (SEE B3, L501)

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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1. PROVIDE ONE FREESTANDING MAGAZINE IDENTIFICATION SIGN FOR PROVIDE ONE FREESTANDING MAGAZINE IDENTIFICATION SIGN FOR EACH MAGAZINE. SEE DETAIL A4, SHEET L-501. SIGN LOCATION MUST BE STAKED AND RECEIVE CONTRACTING OFFICER APPROVAL PRIOR TO INSTALLING SIGN POSTS.

AutoCAD SHX Text SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

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SOD, PINNED (SEE A1, L501)

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SOD, STAPLED (SEE B3, L501)

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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MMP/SLC

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FFE=52.85

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MAGAZINE #10 (OPTION 6)

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FFE=44.00

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FFE=45.50

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FFE=49.00

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MAGAZINE #9 (OPTION 5)

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MAGAZINE #8 (OPTION 4)

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MAGAZINE #7 (OPTION 3)

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DEPARTMENT OF THE NAVY

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SOD, STAPLED (SEE B3, L501)

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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MMP/SLC

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EJA

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SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

SPRING ROAD

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FFE=52.85

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MAGAZINE #10 (OPTION 6)

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FFE=44.00

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MAGAZINE #9 (OPTION 5)

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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MMP/SLC

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SOD, PINNED (SEE A1, L501)

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SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

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FFE=47.0

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FFE=56.00

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FFE=57.00

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MAGAZINE #7 (OPTION 3)

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MAGAZINE #4 (BASE BID)

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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MMP/SLC

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EJA

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DSN

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AutoCAD SHX Text N/A

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SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

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FFE=42.00

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FFE=45.25

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FFE=45.75

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FFE=47.0

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FFE=56.00

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FFE=57.00

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FFE=57.00

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MAGAZINE #7 (OPTION 3)

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MAGAZINE #6 (OPTION 2)

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MAGAZINE #5 (OPTION 1)

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MAGAZINE #4 (BASE BID)

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DRAWFORM REVISION: 25 AUG 2020

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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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BASE BID LANDSCAPE PLAN

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CDR

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CDR

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ADM

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AS SHOWN

AutoCAD SHX Text 12824629

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DLB

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1595FNC

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1595FNC

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1595FNC

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1595FNC

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AutoCAD SHX Text M

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GEN

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AutoCAD SHX Text 80'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 40'

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

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EJA

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DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

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SOD, PINNED (SEE A1, L501)

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SOD, STAPLED (SEE B3, L501)

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SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

SHAR

IRCLE

1 1

45 45 5

L-105

KEY PLAN

LEE RO

NEW WORK KEYNOTES

GRAPHIC SCALE

GENERAL SHEET NOTES

N A

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MATCHLINE SHEET L104

KEY

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AutoCAD SHX Text E.S.

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AutoCAD SHX Text 15" E.S.

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AutoCAD SHX Text 15" E.S.

AutoCAD SHX Text 12"

AutoCAD SHX Text E.S.

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AutoCAD SHX Text 8" E.S.

AutoCAD SHX Text 15"

AutoCAD SHX Text E.S.

AutoCAD SHX Text 12" E.S.

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AutoCAD SHX Text 15"

AutoCAD SHX Text 18" E.S.

AutoCAD SHX Text B.P.

AutoCAD SHX Text "123"

AutoCAD SHX Text B.P.

AutoCAD SHX Text "126"

AutoCAD SHX Text B.P.

AutoCAD SHX Text "129"

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MAGAZINE #7 (OPTION 3)

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MAGAZINE #6 (OPTION 2)

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MAGAZINE #5 (OPTION 1)

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MAGAZINE #4 (BASE BID)

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MAGAZINE #3 (BASE BID)

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MAGAZINE #2 (BASE BID)

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MAGAZINE #1 (BASE BID)

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FFE=42.00

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FFE=45.25

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FFE=45.75

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FFE=47.0

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FFE=56.00

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FFE=57.00

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FFE=57.00

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

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AutoCAD SHX Text D

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUG 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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LANDSCAPE PLAN

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CDR

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CDR

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ADM

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AS SHOWN

AutoCAD SHX Text 12824630

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DLB

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1595FNC

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1595FNC

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1595FNC

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1595FNC

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AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text

GEN

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AutoCAD SHX Text 80'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 40'

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text Approved by C.Scott Jenkins, AutoCAD SHX Text Supervisory General Engineer

AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

AutoCAD SHX Text

SOD, PINNED (SEE A1, L501)

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SOD, STAPLED (SEE B3, L501)

AutoCAD SHX Text SEED (COVER 3:1 SLOPES WITH EC-2 (VDOT) PRIOR TO SEEDING. COVER SLOPES GREATER THAN 3:1 WITH EC-3 (VDOT) PRIOR TO SEEDING).

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L-501

SOD PATTERN

PINNED SOD INSTALLATIONC1

SOD AND TOPSOIL INSTALLATION FOR MAGAZINE SLOPESA1 MAGAZINE IDENTIFICATION SIGN POSTA4

MAGAZINE IDENTIFICATION SIGNC4

14-22

BUILDING SIGNC3

STAPLED SOD INSTALLATIONB3

SOD PATTERN

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUG 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

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APPROVED BY C.SCOTT JENKINS,

AutoCAD SHX Text 08/24/20

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MMP/SLC

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EJA

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DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

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LANDSCAPE DETAILS

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CDR

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CDR

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ADM

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AS SHOWN

AutoCAD SHX Text 12824631

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DLB

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MAGAZINE WALL

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FOOTING DRAIN

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SOD, SEE DETAIL C1, SHEET L-501.

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MINIMUM 4" LAYER OF TOPSOIL COMPACTED TO 90% OF ASTM D 698

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FINAL GRADE APPROX. 2.5:1 SLOPE

AutoCAD SHX Text 2.5

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AutoCAD SHX Text NOTES: : 1. PLACE SOD AFTER FINAL GRADE AND SOIL COMPACTION ARE PLACE SOD AFTER FINAL GRADE AND SOIL COMPACTION ARE ACHIEVED. 2. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING INSTALLATION. 3. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY BEFORE LAYING THE SOD TO COOL THE SOIL AND REDUCE ROOT BURNING AND DIEBACK. 4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY TO PREVENT VOIDS, USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULAR SHAPED AREAS. 5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION IN THE INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION IN THE DIRECTION OF WATER FLOW (PARALLEL TO THE SLOPE) 6. PERIODICALLY INSTALL TWO ROWS PERPENDICULAR TO THE FLOW PERIODICALLY INSTALL TWO ROWS PERPENDICULAR TO THE FLOW DIRECTION TO REDUCE THE POSSIBILITY OF WATER FLOWING ALONG THE SEAMS OF THE SOD. (SEE BELOW) 7. SOD SHOULD BE PINNED IN PLACE USING 18" STEEL GEOPINS SOD SHOULD BE PINNED IN PLACE USING 18" STEEL GEOPINS WITH 1½" WASHER HEAD. USE A MINIMUM OF 4 PINS PER PIECE OF 16" X 24" SOD, PLACED 2" FROM THE EDGE AT EACH CORNER. 8. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. 9. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. 10. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD. (RESISTANCE INDICATES THAT ROOTING HAS OCCURRED)

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24" X 16" SOD

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GEOPIN SPACING

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TOP OF SLOPE

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SLOPE

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18" STEEL GEOPIN 1.5" WASHER HEAD (TYPICAL)

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SCALE: NTS

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SCALE: NTS

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SOD MUST EXTEND A MINIMUM OF 10' FROM THE TOE OF THE SLOPE.

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SCALE: NTS

AutoCAD SHX Text NOTES: : 1. STEEL SQUARE SIGN POST MUST STEEL SQUARE SIGN POST MUST EXTEND 8' ABOVE GRADE. 2. STEEL SQUARE SIGN POST MUST BE STEEL SQUARE SIGN POST MUST BE 1-1/2" WIDE. 3. ALL POSTS MUST BE INSTALLED PLUMB. ALL POSTS MUST BE INSTALLED PLUMB. 4. STEEL FOR FABRICATION OF SQUARE STEEL FOR FABRICATION OF SQUARE TUBES MUST CONFORM WITH ASTM A653 OR ASTM A570. HOWEVER, STEEL FROM THE FABRICATED TUBES MUST MEET A CERTIFIED MINIMUM YIELD STRENGTH OF 55 KSI. 5. BOLTS, NUTS, AND WASHERS MUST BOLTS, NUTS, AND WASHERS MUST CONFORM TO ASTM A307. 6. ALL STEEL POSTS, AND HARDWARE ALL STEEL POSTS, AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR a153, OR AASHTO MI8I GRADE 2.

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DETAIL C4, SHEET L-501

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AutoCAD SHX Text FLAG PIPE. " PVC PIPE, 1' LONG. SECURED 34" PVC PIPE, 1' LONG. SECURED WITH SAME HARDWARE AS SHOWN IN SIGN ATTACHMENT DETAIL IN A4, SHEET L-501. CENTER 4' ABOVE GRADE.

AutoCAD SHX Text

SET BOTTOM OF ALUMINUM SIGN AT 5' ABOVE GRADE.

AutoCAD SHX Text ALUMINUM SIGN, .080″ THICK, DIAMOND GRADE THICK, DIAMOND GRADE REFLECTIVE (DG) MEETS ASTM D4956.

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SCREEN PRINTED BLACK LETTERING ON WHITE BACKGROUND

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SIGN IS 24" WIDE BY 9" TALL.

AutoCAD SHX Text SIGN IS ATTACHED TO POST WITH TWO BOLTS AND OTHER ASSOCIATED HARDWARE AS SHOWN IIN THE SIGN ATTACHMENT DETAIL IN A4, SHEET L-501

AutoCAD SHX Text MAGAZINE GROUP IDENTIFICATION NUMBER. WILL VARY MAGAZINE TO MAGAZINE. 4.5" TALL TEXT. CONTRACTOR MUST DETERMINE NUMBERS PRIOR TO SUBMITTING SIGN SHOP DRAWINGS. SPACE 1" OFF LEFT AND TOP SIDES.

AutoCAD SHX Text BUILDING NUMBER. WILL VARY MAGAZINE TO MAGAZINE. 3" TALL TEXT. CONTRACTOR MUST DETERMINE NUMBERS WITH CONSTRUCTION MANAGER PRIOR TO SUBMITTING SIGN SHOP DRAWINGS. SPACE 1" OFF RIGHT AND BOTTOM SIDES.

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SCALE: NTS

AutoCAD SHX Text SCREEN PRINTED WHITE LETTERING. HELVETICA MEDIUM FONT. 6" TALL. CENTER VERTICALLY AND HORIZONTALLY.

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BLUE BACKGROUND (PANTONE 19-4052 TPX) PANTONE 19-4052 TPX)

AutoCAD SHX Text ALUMINUM SIGN, .125″ THICK, DIAMOND THICK, DIAMOND GRADE REFLECTIVE (DG) MEETS ASTM D4956.

AutoCAD SHX Text BUILDING NUMBER WILL VARY MAGAZINE TO MAGAZINE. CONTRACTOR MUST DETERMINE NUMBERS WITH CONSTRUCTION MANAGER PRIOR TO SUBMITTING SIGN SHOP DRAWINGS.

AutoCAD SHX Text

SIGN IS 3'-2" WIDE AND 1' TALL

AutoCAD SHX Text SIGN ATTACHED TO CONCRETE MAGAZINE FACADE WITH 304 STAINLESS STEEL FASTENERS AT EACH CORNER. HOLE SPACED 1" OFF EACH SIDE AND COUNTERSUNK SO FASTENER HEAD IS FLUSH WITH SIGN FACE. FASTENER MUST GO INTO CONCRETE MINIMUM OF 2"

AutoCAD SHX Text NOTE: BUILDING NUMBER WILL VARY MAGAZINE TO MAGAZINE. CONTRACTOR MUST DETERMINE NUMBERS WITH CONSTRUCTION MANAGER PRIOR TO SUBMITTING SIGN SHOP DRAWINGS. SIGN POST LOCATIONS INDICATED ON LANDSCAPE SHEETS.

AutoCAD SHX Text NOTE: BUILDING NUMBER WILL VARY MAGAZINE TO MAGAZINE. CONTRACTOR MUST DETERMINE NUMBERS WITH CONSTRUCTION MANAGER PRIOR TO SUBMITTING SIGN SHOP DRAWINGS. TO BE LOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. ONE BUILDING SIGN FOR EACH MAGAZINE AND LOADING RAMP.

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SCALE: NTS

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SLOPE

AutoCAD SHX Text NOTES: : 1. FOLLOW ALL NOTES FROM C1, L-501, REPLACING REFERENCES FOLLOW ALL NOTES FROM C1, L-501, REPLACING REFERENCES TO GEOPINS WITH 6", 11-GAUGE STEEL, LANDSCAPE STAPLES.

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24" X 16" SOD

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STAPLE SPACING

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STAPLE

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MAGAZINE EMBANKMENT FILL

18" STEEL GEOPIN 1.5" WASHER HEAD (TYPICAL)

LANDSCAPE

L-101 LANDSCAPE PLAN

L-102 LANDSCAPE PLAN

L-103 LANDSCAPE PLAN

L-103BB BASE BID LANDSCAPE PLAN

L-104 LANDSCAPE PLAN

L-104BB BASE BID LANDSCAPE PLAN

L-105 LANDSCAPE PLAN

L-501 LANDSCAPE DETAILS

	2020-09-10T22:08:47-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:09:45-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:02-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:15-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:30-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:44-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:58-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:10:59-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:12:44-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:00-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:01-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:01-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:02-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:03-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:04-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2020-09-10T22:13:05-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

File details come from the government source that posted it. Updated Nov 9, 2020.