Attachment_3_-_Amend_4_-_Turkey_Run_Plans_-__Updated_9_20_2022_0004.pdf

PDF 12 MB Posted Sep 25, 2022

Attached to: National Park Service (NPS) - National Capital Are
Solicitation number: 140P3022R0028
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation requests proposals for repair work on the Turkey Run Park Road and parking lot pavement within the George Washington Memorial Parkway. The National Park Service is seeking contractors to resurface and rehabilitate asphalt surfaces throughout the park, replacing damaged areas and applying a new wearing course. Interested offerors should attend the pre-bid meeting on August 4th and submit any questions by August 11th. Proposals are due in accordance with the solicitation instructions detailed in Sections K through M. The work must be completed by November 15, 2022. This project aims to restore and improve the infrastructure within the National Capital Area park system.

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Other files

File	Type	Posted
Sol_140P3022R0028_Amd_0004.pdf	PDF	Sep 25, 2022
Attachment_1_-_Bid_Schedule_-_Amendment_0004_0004.pdf	PDF	Sep 25, 2022
Attachment_4_-_Amend_4_-_Paving_Special_Contract_Requirements_-_Updated_9_20_2022__0004.pdf	PDF	Sep 25, 2022
Sections_C-M_-_Amendment_4_Continuation_Sheets_0004.pdf	PDF	Sep 25, 2022
Attachment_7_-_DB_Wage_Determinations_DC20220001_09022022___0004.pdf	PDF	Sep 25, 2022
Sol_140P3022R0028_Amd_0003.pdf	PDF	Sep 13, 2022
Sol_140P3022R0028_Amd_0002.pdf	PDF	Aug 30, 2022
Attachment_3A_-_Amend_1_-_Erosion_and_Sediment_Plans_0001.pdf	PDF	Aug 17, 2022
B09_-_Amendment_0001_-_Questions_and_Answers_0001.pdf	PDF	Aug 17, 2022
Sol_140P3022R0028_Amd_0001.pdf	PDF	Aug 17, 2022
Attachment_14_-_Amend_1_-_Turkey_Run_Paving_Sign-in_Sheet_0001.pdf	PDF	Aug 17, 2022
Attachment_13_-_Amend_1_-_Pre-Bid_Meeting_Notes_0001.pdf	PDF	Aug 17, 2022
Attachment_2_-_CAAC_Letter_2020-04_-_Regarding_Bonds.pdf	PDF	Jul 25, 2022
Attachment_4_-_Paving_Special_Contract_Requirements_-_Updated_7_14_2022.pdf	PDF	Jul 25, 2022
Attachment_11_-_Project_Experience_Form.doc	DOC document	Jul 25, 2022
Sol_140P3022R0028.pdf	PDF	Jul 25, 2022
Attachment_10_-_Subcontracting_Percentage_Worksheet_v1_2.docx	DOCX document	Jul 25, 2022
Attachment_7_-_WD_VA_20220116_25_Feb_2022_UPDATED.pdf	PDF	Jul 25, 2022
Attachment_1_-_Bid_Schedule.pdf	PDF	Jul 25, 2022
Attachment_12-_Past_Performance_Questionnaire.doc	DOC document	Jul 25, 2022
Attachment_6_-_Certification_of_Vaccination_Form_expires_2-28-25.pdf	PDF	Jul 25, 2022
Attachment_8_-_Schedule-of-Values-Template-ac.xlsx	XLSX spreadsheet	Jul 25, 2022
Attachment_9_-_Biobased_Certification.docx	DOCX document	Jul 25, 2022
Attachment_3_-_Turkey_Run_Plans.pdf	PDF	Jul 25, 2022
Attachment_5_-_CO_COVID-19_Memo.pdf	PDF	Jul 25, 2022

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COVER SHEET

TURKEY RUN PARK

ARLINGTON VA

310527 AND

317902

G-001

VA NA

BMJ

INDEX TO SHEETS

SHEET NUMBER DESCRIPTION

G-001

G-101

C-101

C-102

C-301

E157-04

E414-01

E609-01

E634-01

E634-03

COVER SHEET

GENERAL SITE PLAN

SITE PLAN

TYPICAL CROSS SECTIONS

FIBER ROLL

CRACK SEALING

CONCRETE CURB

PAVEMENT MARKINGS - SIGNS

PAVEMENT MARKINGS - STRIPING

E634-05 PAVEMENT MARKINGS - PARKING LOT

ET 617-61 GUARDRAIL TERMINAL SECTION SBT-FAT

617-60 GUARDRAIL - SBTA

ET 635-6 TEMPORARY TRAFFIC CONTROL

PAVEMENT MARKINGS AT USPP D2 PARKING LOTATTACHMENT 1

SPECIFICATIONS:

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS", FP-14.

SCOPE OF WORK:

THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, AND EQUIPMENT

REQUIRED TO PERFORM THE WORK DESCRIBED HEREIN ACCORDING TO THE

CONTRACT PLANS AND SPECIFICATIONS. THE GENERAL SCOPE OF WORK

INCLUDES: (1) MILL AND RESURFACE TURKEY RUN PARK RD FROM TURKEY RUN

LOOP ROAD TO HEADQUARTERS PARKING LOT; (2) GUARDRAILS REPLACEMENT

ALONG TURKEY RUN ROAD; (3) FULL-DEPTH PAVEMENT REPAIR AND MILL AND

RESURFACE OF PARKING LOT C-1; (4) FULL-DEPTH PAVEMENT REPAIR OF PARKING

LOT D-2; (5) CRACK SEAL AND PLACE THIN ASPHALT OVERLAY AT PARKING LOTS

C-2, B, AND GWMP HQ ; (6) INSTALL CONCRETE CURB AT C-1 PARKING LOT; (7)

APPLY PERMANENT PAVEMENT MARKINGS TO ALL NEW PAVED AREAS; (8)

TEMPORARY MAINTENANCE OF TRAFFIC DURING CONSTRUCTION; (6)

CONSTRUCTION QUALITY CONTROL TESTING ; (7) OTHER WORK AS DESCRIBED IN

THE CONTRACT DOCUMENTS.

REQUIRED MITIGATION:

(1) NO VEGETATION OR LANDSCAPE FEATURES SHALL BE CLEARED OR REMOVED AS PART OF THIS

PROJECT WITHOUT PRIOR APPROVAL FROM GWMP RESOURCE MANAGEMENT; (2) ANY

REPLACEMENTS OR REPAIRS SHALL BE DONE SO IN KIND; (3) ANY PARK INFRASTRUCTURE

IMPACTED DURING REHABILITATION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVED AND

UNPAVED ROADWAYS, WALKWAYS, TURF, SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS

UPON COMPLETION OF THE PROJECT; (4) ROADWAY TREATMENTS SHALL BE CONFINED TO THE

PAVEMENT AREA. NO TREATMENT PRODUCT SHALL BE ALLOWED TO MIGRATE BEYOND ROADWAY

GRAVEL SHOULDERS; (5) IN THE EVENT THAT ARTIFACTS ARE ACCIDENTALLY DISCOVERED DURING

CONSTRUCTION WORK, WORKERS ON-SITE WILL NOTIFY THE PROJECT LEADER AND GWMP

CULTURAL RESOURCE MANAGEMENT IMMEDIATELY AND WORK STOPPED UNTIL THE SITE CAN BE

EXAMINED OR OTHERWISE DETERMINED OKAY TO PROCEED WITH CONSTRUCTION WORK.

100% PLANS 06-14-21

C-201 EROSION AND SEDIMENT CONTROL PLAN

C-202 EROSION AND SEDIMENT CONTROL PLAN

C-203 EROSION AND SEDIMENT CONTROL NARRATIVE

E157-2 TEMPORARY INLET PROTECTION

REV 1 - E&SC 08-08-22

1 ADDED SHEETS C-201 - C-203

1 ADDED SHEET E157-2

REV 2 09-20-222

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SILVER

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SPRING

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BETHESDA

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SUITLAND

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ANNADALE

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MCLEAN

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CHEVY

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CHASE

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GREENBELT

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NEW

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CAROLLTON

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MARYLAND

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VIRGINIA

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DISTRICT OF COLUMBIA

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MARYLAND

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DISTRICT OF COLUMBIA

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MARYLAND

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POTOMAC R.

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ANACOSTIA

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WASHINGTON D.C.

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GEORGE WASHINGTON

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MEMORIAL PARKWAY

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CLARA BARTON

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PARKWAY

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CREEK

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VISITOR CENTER

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PARK HEADQUARTERS

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PICNIC AREA

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LEGEND

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COUNTY LINE

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STATE LINE

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HQ.

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MT. VERNON

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FORT HUNT

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BELLE

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HAVEN

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DYKE

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MARSH

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WAYNEWOOD BLVD.

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ALEXANDRIA

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AVE.

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KING ST.

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DUKE ST.

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GREEN ST.

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DISTRICT OF COLUMBIA

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MARYLAND

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MARYLAND

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VIRGINIA

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MARYLAND

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DISTRICT OF

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COLUMBIA

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NAVY AND MARINE

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MEMORIAL

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GREAT

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FALLS

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PARK

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JONES

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POINT

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LIGHTHOUSE

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WASHINGTON

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NATIONAL

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AIRPORT

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GEORGETOWN

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OLD

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PIKE

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POTOMAC RIVER

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FORT

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WASHINGTON

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FORT MARCY

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MARYLAND

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VIRGINIA

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PRINCE

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GEORGES CO.

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FAIRFAX CO.

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FAIRFAX CO. VIRGINIA

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ARLINGTON CO. VIRGINIA

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CITY OF ALEXANDRIA

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FAIRFAX CO.

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MONTGOMERY CO.

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BLVD.

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BLVD.

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HQ.

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GEORGETOWN

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WASHINGTON D.C.

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ALEXANDRIA

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TO ROCKVILLE,

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MARYLAND

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FALLS CHURCH,

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VIRGINIA &

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AutoCAD SHX Text TO McLEAN, AutoCAD SHX Text

VIRGINIA &

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HILLCREST

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HEIGHTS,

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MARYLAND

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RIVERSIDE

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PARK

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VIRGINIA

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DAINGERFIELD

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ISLAND

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PARKWAY

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MAINTENANCE

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FACILITY

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ARLINGTON CO.

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VIRGINIA

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CITY

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ALEXANDRIA

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GRAVELLY

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POINT

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LBJ

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GROVE

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THEODORE ROOSEVELT ISLAND

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NETHERLANDS

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CARILLON AND

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U.S. MARINE

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CORPS WAR

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MEMORIAL

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TURKEY

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RUN

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PARK

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CLARA

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BARTON

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HOUSE

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GLEN

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ECHO

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PARK

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CLAUDE MOORE

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COLONIAL

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FARM

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GEORGE WASHINGTON MEMORIAL

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PARKWAY, CLARA BARTON PARKWAY

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ARLINGTON

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MEMORIAL

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BRIDGE

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GEORGE WASHINGTON

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MEMORIAL PARKWAY

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CLARA BARTON

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PARKWAY

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ARLINGTON

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HOUSE

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MARINA

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WASHINGTON

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SAILING MARINA

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BOAT LAUNCH

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SCALE OF KILOMETERS

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SCALE OF MILES

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SCALE OF MILES

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VIRGINIA & MARYLAND

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DISTRICT OF COLUMBIA

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GEORGE WASHINGTON MEMORIAL PARKWAY

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

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AutoCAD SHX Text D

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AutoCAD SHX Text F

AutoCAD SHX Text G

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PROJECT LOCATION

D2 PARKING LOT

G L

O T

HQ PARKING LOT

B PARKING LOT

C-2 PARKING LOT

TURKEY RUN ROAD

C-1 PARKING LOT

GWMP PKWY NB

TURKEY RUNLOOP ROAD

GWMP PKWY SB

E E

SAN

W W

SAN

D2 PARKING LOT

G L

O T

HQ PARKING LOT

B PARKING LOT

C-2 PARKING LOT

TURKEY RUN ROAD

C-1 PARKING LOT

GWMP PKWY NB

TURKEY RUNLOOP ROAD

GWMP PKWY SB

E E

SAN

W W

SAN

50+63

2+00

3+00 4+00

5+00

8+00 9+00

10+00

11+00 12+00 13+00

14+00

15+00

16+00

17+00

18+00 19+00 20+00

21+00

25+00 26+00

27+00 28+00

30+00

31+00

32+00

33+00

36+00 37+00

38+00 39+00 40+00 41+00 42+00

43+00

48+00

49+00

50+00

D2 PARKING LOT

G L

O T

E E

W W

SAN

D2 PARKING LOT

G L

O T

E E

W W

SAN

48+00

TURKEY RUN ROAD

C-1 PARKING LOT

TURKEY RUN ROAD

C-1 PARKING LOT

2+00

3+00 4+00

5+00

8+00 9+00

10+00

11+00 12+00 13+00

LEGEND:

ROAD REPAIR (DETAIL F3 AND E3 ON SHEET C-301)

PARKING LOT REPAIR (DETAIL D3 ON SHEET C-301)

MILL AND RESURFACE (DETAIL D7 AND E7 ON SHEET C-301)

PREVENTIVE MAINTENANCE (DETAIL C-3 ON SHEET C-301)

CONTRACTOR'S LIMIT OF DISTURBANCE

FILTER FIBER

WATER LINE

SANITARY SEWER LINE

ELECTRICAL LINE

BMJ

ARLINGTON VIRGINIA

310527 AND

317902

CONTRACT SCHEDULES:

G-101

SHEET C-101

SHEET C-102

00 100' 200'

GENERAL SITE PLAN

TURKEY RUN PARK

GENERAL NOTES:

1. THE EXISTING CONDITIONS DEPICTED ARE TRACED OVER 2019

FAIRFAX COUNTY AERIAL PHOTOGRAPHY. THE CONTRACTOR SHALL

VERIFY THE EXISTING CONDITIONS.

2. THE EXACT LIMITS OF GUARDRAIL REPAIR WILL BE DETERMINED IN

THE FIELD AFTER THE KICK-OFF MEETING.

3. RESET ALL EXISTING MANHOLE RIMS AND INLET GRATES TO NEW

FINISHED GRADE.

SCHEDULE LOCATION

A TURKEY RUN ROAD

B C-1 PARKING LOT

C C-2 PARKING LOT

D B PARKING LOT

E HQ PARKING LOT

F D2 PARKING LOT

SAN

INSET A SHEET C-102

100% PLANS 06-14-21

G D2 PARKING LOT - PARTIAL FULL DEPTH REPAIR AND MILL AND RESURFACE

H TURKEY RUN ROAD - FULL DEPTH REPAIR APPROX STA 1+00 TO STA 10+00

INSET B

SHEET G-101

INSET B

SCHEDULE H

SCHEDULE H - ROADWAY FULL DEPTH

REPAIR APPROX. STA 1+00 TO STA 10+00

INSET C

SHEET G-101

INSET C

SCHEDULE G2

REV 2 09-20-222

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text E

AutoCAD SHX Text F

C-2 PARKING LOT

TURKEY RUN ROAD

C-1 PARKING LOT

TURKEY RUNLOOP ROAD

E E

SAN

W W

2+00

3+00

4+00

5+00

8+00 9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00 19+00

20+00

21+00

25+00

NOTES:

1. THE EXISTING CONDITIONS DEPICTED ARE TRACED OVER 2019 FAIRFAX

COUNTY AERIAL PHOTOGRAPHY. THE CONTRACTOR SHALL VERIFY THE

EXISTING CONDITIONS.

2. PROTECT ALL STORM WATER INLETS WITHIN THE LIMITS OF DISTURBANCE

PER DETAIL E157-04.

3. ADD NEW CONCRETE CURB PER DETAIL E609-01.

4. CONTRACTOR MUST RECEIVE COR APPROVAL ON THE INITIAL LAYOUT OF THE

PARKING LOT PAVEMENT MARKINGS PRIOR TO THE PLACEMENT OF THE

PERMANENT PAVEMENT MARKING. REFER TO DETAIL E634-05 FOR PAVEMENT

MARKING LAYOUT.

5. CREATE 26 PARKING SPOTS ON EACH SIDE OF THE ISLAND (TOTAL OF 52

SPOTS). CREATE 46 PARKING SPOTS. CONTRACTOR MUST RECEIVE

APPROVAL ON THE INITIAL LAYOUT PRIOR TO THE PLACEMENT OF THE

PERMANENT PAVEMENT MARKING.

6. APPLY DOUBLE SOLID YELLOW STRIPING FOR CENTERLINE PER DETAIL

E634-03.

7. APPROXIMATE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN ON THE

PLANS. CONTRACTOR MUST LOCATE AND MARK ANY UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION TO AVOID ANY DAMAGES TO

UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY

DAMAGE TO UNDERGROUND UTILITIES TO ITS PRE-CONSTRUCTION

CONDITIONS. REFER TO THE CONTRACT SPECIFICATIONS SECTION 107.02.

8. CONTRACTOR MUST USE TYPE H PERMANENT PAVEMENT MARKING AT ALL

LOCATIONS PER CONTRACT SPECIFICATIONS (FP-14).

C H

E O

N S

T C

-1

00 50' 100'

NBM

ARLINGTON VIRGINIA

C-101

SITE PLAN

TURKEY RUN PARK

SEE NOTE 3

CREATE 46 PARKING SPOTS.

SEE NOTE 4

CREATE A TOTAL OF 52 PARKING

SPOTS (26 ON EACH SIDE OF ISLAND).

SEE NOTE 4

SEE NOTES 4 AND 6

310527 AND

317902

100% PLANS 06-14-21

SAW CUT ASPHALT

CLEAN EDGE

SEE NOTE 3

SAW CUT ASPHALT

CLEAN EDGE

INSET B

SHEET G-101 2

REV 2 09-20-222

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

AutoCAD SHX Text

NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

G L

O T

HQ PARKING LOT

B PARKING LOT

TURKEY RUN ROAD

E E

EEEE

E E

SAN

W W

W W W W

W W

SAN

SAN W

W W W W

W50+63

25+00 26+00

27+00

28+00

30+00

31+00

32+00

33+00

36+00

37+00

38+00 39+00 40+00 41+00 42+00

43+00

48+00

49+00

50+00

E E

SAN

W W

NOTES:

1. CONTRACTOR MUST ENSURE THE GATE TO D2 PARKING LOT

OPERATES SMOOTHLY UPON THE COMPLETION OF THE

PAVING OPERATIONS.

2. CONTRACTOR MUST REMOVE AND RESET THE RAMPS TO

THE SHEDS AS DIRECTED BY THE COR FOR THE PAVING

OPERATIONS.

C H

E O

N S

T C

-1

00 50' 100'

CONTRACTOR'S STAGING AND

STORAGE AREA (3,200 SF)

NBM

ARLINGTON VIRGINIA

C-102

SITE PLAN

TURKEY RUN PARK

CREATE 40 HEAD-ON PARKING

SPOTS. SEE NOTE 4 ON SHEET

C-101.

CREATE 22 HEAD-ON PARKING

SPOTS. SEE NOTE 4 ON SHEET

C-101.

CREATE PARKING SPOTS THAT

MATCHES ATTACHMENT 1 LAYOUT.

SEE NOTE 4 ON SHEET C-101.

310527 AND

317902

MATCH LINE ON INSET A

(SHEET C-102)

MATCH LINE ON SHEET C-102

00 20' 40'

INSET A

SEE NOTE 1

SEE NOTE 2

100% PLANS 06-14-21

CREATE 30 HEAD-ON PARKING

SPOTS. SEE NOTE 4 ON SHEET

C-101.

INSET C

SHEET G-101 2

REV 2 09-20-222

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

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AutoCAD SHX Text E

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C-2 PARKING LOT

TURKEY RUN ROAD

C-1 PARKING LOT

TURKEY RUNLOOP ROAD

E E

SAN

W W

2+00

3+00

4+00

5+00

8+00 9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00 19+00

20+00

21+00

25+00

C H

E O

N S

T C

-1

00 50' 100'

NBM

ARLINGTON VIRGINIA

C-201

EROSION AND SEDIMENT CONTROL PLAN

TURKEY RUN PARK

310527 AND

317902

REV 1 - E&SC 08-08-22

EROSION AND SEDIMENT CONTROL LEGEND:

3.05 SILT FENCE SF SF

E157-04 STORM DRAIN INLET PROTECTION IP IP

NOTES:

1. SEE EROSION AND SEDIMENT CONTROL NARRATIVE ON SHEET C-203.

2. PROTECT ALL STORM WATER INLETS WITHIN THE LIMITS OF DISTURBANCE

PER DETAIL E157-04.

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text E

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G L

O T

HQ PARKING LOT

B PARKING LOT

TURKEY RUN ROAD

E E

EEEE

E E

SAN

W W

W W W W

W W

SAN

SAN W

W W W W

W50+63

25+00 26+00

27+00

28+00

30+00

31+00

32+00

33+00

36+00

37+00

38+00 39+00 40+00 41+00 42+00

43+00

48+00

49+00

50+00

SF SF SF

E E

SAN

W W

C H

E O

N S

T C

-1

00 50' 100'

NBM

ARLINGTON VIRGINIA

C-202

EROSION AND SEDIMENT CONTROL PLAN

TURKEY RUN PARK

310527 AND

317902

MATCH LINE ON SHEET C-102

00 20' 40'

INSET A

REV 1 - E&SC 08-08-22

APPROX. END OF SF

APPROX. START OF SF

EROSION AND SEDIMENT CONTROL LEGEND:

3.05 SILT FENCE SF SF

E157-04 STORM DRAIN INLET PROTECTION IP IP

NOTES:

1. SEE EROSION AND SEDIMENT CONTROL NARRATIVE ON SHEET C-203.

2. PROTECT ALL STORM WATER INLETS WITHIN THE LIMITS OF DISTURBANCE

PER DETAIL E157-04.

AutoCAD SHX Text

BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

AutoCAD SHX Text A

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AutoCAD SHX Text D

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EROSION AND SEDIMENT CONTROL NARRATIVE:

PROJECT DESCRIPTION:

THE SITE IS ON THE TURKEY RUN PARK IN FAIRFAX COUNTY, VIRGINIA. THE INTENT OF THE

PROJECT IS TO IMPLEMENT FULL-DEPTH PAVEMENT REPAIR OF THE TURKEY RUN PARK RD,

PARKING LOTS C-1 AND D-2; CRACK SEAL AND PLACE THIN ASPHALT OVERLAY AT PARKING

LOTS C-2, B, AND GEORGE WASHINGTON MEMORIAL PARKWAY (GWMP) HEADQUARTERS (HQ);

INSTALL CONCRETE CURB AT C-1 PARKING LOT; AND APPLY PERMANENT PAVEMENT

MARKINGS TO ALL NEW PAVED AREAS. ALL ITEMS ARE TO BE REPLACED IN KIND AND NO

CHANGES TO THE ELEVATION OR LAND USE COVERAGE ARE TO OCCUR.

EXISTING SITE CONDITIONS:

THE EXISTING SITE IS A HEAVILY WOODED PARK WITH PAVED PARKING LOTS AND ROAD.

THERE ARE 2 BUILDINGS ON SITE: GWMP HQ IS LOCATED NEAR THE HQ PARKING LOT AND

THE UNITED STATES PARK POLICE IS LOCATED NEAR LOT D2 AS SHOWN ON THE PLANS. THE

EXISTING TOPOGRAPHY IS NOT SHOWN BECAUSE THIS PROJECT IS A ROUTINE MAINTENANCE

IMPROVEMENTS TO THE PAVEMENT SERVING TURKEY RUN PARK AND NOT CHANGES TO THE

LAND USE WILL OCCUR.

ADJACENT PROPERTIES:

THE TURKEY RUN PARK IS BOUNDED BY THE POTOMAC RIVER TO THE NORTH, GEORGE

WASHINGTON MEMORIAL PARKWAY TO THE SOUTH AND HEAVY WOODED PARK LANDS TO THE

EAST AND WEST.

OFF-SITE AREAS:

SELECT FILL MATERIALS SHALL CONSIST OF AN APPROVED MATERIAL, FREE OF ORGANIC

MATTER, ROCKS OR COBBLES GREATER THAN 4 INCHES OR DEBRIS. THE SELECT FILL TO BE

USED FOR THIS PROJECT SHALL MEET THE GRADATION REQUIREMENT OF AN AGGREGATE

BASE, GRADING C OR D. FILL MATERIAL SHALL NOT BE OBTAINED FROM AREAS OF

EXCAVATION WITHIN THE SITE. UNSUITABLE MATERIAL SHALL BE HAULED FROM THE SITE

AND DISPOSED OF IN AN APPROVED MANNER. STOCKPILES SHALL NOT BE ALLOWED ON THE

SITE.

SOILS:

NOT APPLICABLE. THIS PROJECT DOES NOT ANTICIPATE ANY SOIL DISTURBANCE.

CRITICAL AREAS:

NOT APPLICABLE. THERE ARE NO CRITICAL AREAS ON OR ADJACENT TO THIS SITE.

EROSION AND SEDIMENT CONTROL MEASURES:

THE EROSION AND SEDIMENT CONTROLS PROPOSED ARE SHOWN ON THE EROSION AND

SEDIMENT CONTROL PLAN. ALL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN

ACCORDANCE WITH THE CURRENT STANDARDS AND SPECIFICATIONS OF THE VIRGINIA

EROSION AND SEDIMENT CONTROL HANDBOOK. A COPY OF THE VIRGINIA EROSION AND

SEDIMENT CONTROL HANDBOOK SHALL BE KEPT AVAILABLE ON SITE AT ALL TIMES.

1. SILT FENCE (SF), SPEC 3.05: SILT FENCE SHALL BE PROVIDED AS SHOWN TO

PREVENT SEDIMENT FROM LEAVING THE SITE.

2. INLET PROTECTION (IP), USDOT FHWA DETAIL E 157-04: INLET PROTECTION SHALL

BE PROVIDED FOR EXISTING INLETS AS SHOW ON THE PLANS.

MANAGEMENT STRATEGIES/SEQUENCE OF CONSTRUCTION:

1. CONTRACTOR SHALL FOLLOW ALL APPLICABLE EROSION AND SEDIMENT CONTROL

MINIMUM STANDARDS.

2. CONSTRUCTION WILL BE SEQUENCED SO THAT EACH WORK SEGMENT WILL BE

COMPLETED IN ONE WORK DAY.

3. INSPECT ALL EROSION AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION

TO ENSURE IT IS WORKING PROPERLY.

4. AFTER RECONSTRUCTION AND RESURFACING OF PAVEMENT, THE TEMPORARY

EROSION AND SEDIMENT CONTROLS SHALL BE CLEANED UP AND REMOVED.

PERMANENT STABILIZATION:

THE DISTURBED AREAS SHALL BE STABILIZED TO MATCH THE PRE-CONSTRUCTION

CONDITION. FOR GRASSY AREAS THE PROJECT SHALL USE SEED AND MULCH AND FOR THE

PAVED AREAS THE PROJECT SHALL USE ASPHALT CONCRETE TO PERMANENTLY STABILIZE.

MAINTENANCE OF ESC MEASURES:

THE ESC ,MEASURES ARE LIMITED TO INLET PROTECTION AND SILT FENCE FOR THIS

PROJECT. THERE WILL BE A FULL-TIME INSPECTOR ON-SITE TO ENSURE FUNCTIONING INLET

PROTECTION AND SILT FENCE AT ALL TIMES.

CALCULATIONS FOR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES:

NOT APPLICABLE. THERE ARE NO ESC MEASURES THAT REQUIRE CALCULATIONS FOR THIS

PROJECT.

STORMWATER MANAGEMENT CONSIDERATIONS:

NOT APPLICABLE. THERE WILL BE NO CHANGES TO THE EXISTING HYDROLOGY AND

HYDRAULICS OF THE PROJECT SITE.

SPECIFICATIONS/DETAIL DRAWINGS FOR EROSION AND SEDIMENT CONTROL MEASURES:

DETAILS ARE PROVIDED IN THIS PLAN SET.

SPECIFICATIONS FOR STORMWATER AND STORMWATER MANAGEMENT STRUCTURES:

NOT APPLICABLE. THIS ITEM IN NOT APPLICABLE AS THERE WILL BE NO STORMWATER

MANAGEMENT STRUCTURES USED IN THE PROJECT.

PROPERTY LINES AND EASEMENTS:

NOT APPLICABLE. ALL WORK SHALL BE DONE WITHIN THE LIMITS OF NATIONAL PARK SERVICE

AND THE PROJECT IS ONLY REPLACING NATIONAL PARK SERVICE PAVEMENT SECTION.

LIMITS OF CLEARING AND GRADING:

NOT APPLICABLE. THIS PROJECT DOES NOT INCLUDE ANY CLEARING AND GRADING.

PROTECTION OF AREAS NOT BEING CLEARED:

NOT APPLICABLE. THIS PROJECT DOES NOT INCLUDE ANY CLEARING AND GRADING.

EXISTING AND FINAL CONTOURS

NOT APPLICABLE. THE ELEVATION INFORMATION IS NOT SHOWN AS THERE WILL BE NO

CHANGE TO GRADE.

ADEQUATE CONVEYANCES:

NOT APPLICABLE. NO STORMWATER MANAGEMENT FACILITY WILL BE CONSTRUCTION TO BE

EVALUATED FOR CONVEYANCE ADEQUACY. THE INLET PROTECTION WILL ONLY BE USED

WHICH PROVIDES ADEQUATE STORMWATER CONVEYANCE THROUGH OUT THE PROJECT.

CALCULATIONS FOR PERMANENT STORMWATER CONVEYANCES:

NOT APPLICABLE. THERE WILL BE NO PERMANENT STORMWATER CONVEYANCE MEASURES

BUILT AS PART OF THIS PROJECT.

DIRECTION OF FLOW FOR CONVEYANCES:

NOT APPLICABLE. THE STORMWATER FLOW DIRECTION DOES NOT CHANGE AS PART OF THIS

PROJECT AND THE FLOW WILL BE TOWARDS THE EXISTING INLETS. THEREFORE, IT IS NOT

SHOWN ON THE PLANS.

STORM DRAIN PROFILES:

NOT APPLICABLE. THE SCOPE OF WORK IN THIS PROJECT DOES NOT INCLUDE ANY IMPACT

TO THE EXISTING STORMWATER CONVEYANCE SYSTEM. THEREFORE, STORM DRAIN

PROFILES ARE NOT DEPICTED ON THE PLANS.

00 50' 100'

NBM

ARLINGTON VIRGINIA

C-203

EROSION AND SEDIMENT CONTROL NARRATIVE

TURKEY RUN PARK

310527 AND

317902

REV 1 - E&SC 08-08-22

VESCH MINIMUM STANDARDS (MS-19)

1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE

TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS

AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE

MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND

DIVERSIONS IMMEDIATELY AFTER INSTALLATION.

6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR

THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.

7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.

SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN

ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.

9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE

PROVIDED.

10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED

OR OTHERWISE TREATED TO REMOVE SEDIMENT.

11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE

INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST

EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE

CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF

ARMORED BY NONERODIBLE COVER MATERIALS.

13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE

MATERIAL SHALL BE PROVIDED.

14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE

WATERCOURSES SHALL BE MET.

15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE

WATERCOURSE IS COMPLETED.

16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN

ADDITION TO OTHER APPLICABLE CRITERIA:

16.a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

16.b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

16.c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED

SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY

AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.

16.d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE

EROSION AND PROMOTE STABILIZATION.

16.e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.

16.f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.

17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE.

WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO

INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO

PREVENT FURTHER EROSION AND SEDIMENTATION.

19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW

RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN

ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.

1. CONTRACTOR SHALL APPLY TEMPORARY SEEDING OR OTHER TEMPORARY STABILIZATION TO ALL DENUDED

AREAS WHICH WILL REMAIN DORMANT FOR LINGER THAN 14 DAYS.

2. NOT APPLICABLE

3. NOT APPLICABLE.

4. CONTRACTOR SHALL ESTABLISH PERIMETER CONTROLS PRIOR TO ANY CONSTRUCTION ACTIVITY.

5. NOT APPLICABLE

6. NOT APPLICABLE

7. NOT APPLICABLE

8. NOT APPLICABLE

9. NOT APPLICABLE

10. CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF

DISTURBANCE PER DETAIL E157-04..

11. NOT APPLICABLE

12. NOT APPLICABLE

13. NOT APPLICABLE

14. NOT APPLICABLE

15. NOT APPLICABLE

16. NOT APPLICABLE

17. CONTRACTOR SHALL SWEEP THE ROAD DAILY WITHIN THE PROJECT AREA.

18. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES FOLLOWING

FINAL STABILIZATION AND PRIOR TO PROJECT CLOSE OUT.

19. NOT APPLICABLE

AutoCAD SHX Text

BASIC DATA:

AutoCAD SHX Text

STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

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SEPARATION - STABILIZATION

GEOTEXTILE, CLASS 2, TYPE E

4-INCH OF TOP SOIL AND

TURF ESTABLISHMENT (TYP.)

8-INCH AGGREGATE BASE, GRADING C OR D (TYP.)

2-INCH GACP, 12" NMSA, 0.3 TO <3 MILLION ESAL (PLACE IN 1 LIFT) (TYP.), PG 64-22

2-INCH GACP, 3 8" NMSA, 0.3 TO <3 MILLION ESAL (TYPE IV PAVEMENT ROUGHNESS) (TYP.), PG 64-22

TACK COAT

SUBGRADE

8-INCH AGGREGATE BASE, GRADING C OR D

2-INCH GACP, 12" NMSA, 0.3 TO <3 MILLION ESAL (PLACE IN 1 LIFT), PG 64-22

TACK COAT

SUBGRADE (TYP.)

6-INCH (NOTE 1)

GENERAL NOTES:

1. EXTEND AGGREGATE BASE BEYOND THE ASPHALT

PAVEMENT AS SHOWN ON THE DETAIL.

2. THE PROPOSED PAVEMENT MUST MATCH THE EXISTING

GRADES ALONG THE ROADWAY, SHOULDER, AND

PARKING LOT PROFILES AND CROSS SECTIONS.

3. ASPHALT PAVEMENT MILLING SHALL BE PER STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY SECTION 413.

EXISTING ASPHALT CONCRETE PAVEMENT

4.75-MM NOMINAL MAXIMUM SIZE

AGGREGATE, 3 4-INCH DEPTH (MIN.), PG 64-22

TACK COAT

2.00%2.00%

2.00% 2.00%

SUBGRADE

8-INCH AGGREGATE BASE, GRADING C OR D

FIRST LIFT (BINDER COURSE)

SECOND LIFT (SURFACE COURSE)

EXISTING

BASE

EXISTING ASPHALT

PAVEMENT SAW CUT AND

APPLY TACK COAT

18-INCH

SEPARATION - STABILIZATION

GEOTEXTILE, CLASS 2, TYPE E (TYP.)

SEPARATION - STABILIZATION

GEOTEXTILE, CLASS 2, TYPE E

NOTES:

1. CONTRACTOR MUST SEAL PAVEMENT CRACKS

ACCORDING TO DETAIL C3 BEFORE APPLYING DETAIL

E414-01.

EXISTING SUBGRADE

EXISTING BASE

EXISTING ASPHALT CONCRETE PAVEMENT

MILL 2" AND RESURFACE WITH 2-INCH GACP, 12"

NMSA, 0.3 TO <3 MILLION ESAL (PLACE IN 1 LIFT), PG

64-22

TACK COAT

EXISTING SUBGRADE

EXISTING BASE

EXISTING ASPHALT CONCRETE PAVEMENT

MILL 2" AND RESURFACE WITH 2-INCH GACP, 3 8"

NMSA, 0.3 TO <3 MILLION ESAL (TYPE IV PAVEMENT

ROUGHNESS) (TYP.), PG 64-22

TACK COAT

Scale: 1:1

SUPERELEVATED ROADWAY FULL-DEPTH REPAIR F3

Scale: 1:1

TYPE II PAVEMENT PRESERVATION TREATMENTC3

Scale: 1:1

NEW PAVEMENT TO EXISTING PAVEMENT JOINC7

Scale: 1:1

PARKING LOT FULL-DEPTH REPAIR D3

Scale: 1:1

CROWNED ROADWAY FULL-DEPTH REPAIR E3

NBM

ARLINGTON VIRGINIA

C-301

TYPICAL CROSS SECTIONS

TURKEY RUN PARK

310527 AND

317902

100% PLANS 06-14-21

Scale: 1:1

MILL AND RESURFACE - PARKING LOTD7

Scale: 1:1

MILL AND RESURFACE - ROADWAYE7

REV 2 09-20-222

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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INITIALS

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SHEET

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DRAWING NO.

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GEORGE WASHINGTON MEMORIAL PARKWAY

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NAT'L CAPITAL

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PMIS:

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STATUS

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DATE

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DESCRIPTION

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REV

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1 ADDED SHEET ET 157-2

617-60

STANDARD

REG STATE PROJECT

SHEET NO.

REG STATE PROJECT

U.S. CUSTOMARY STANDARD

SHEET

NUMBER

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

STATE

SHEET

NO.

TOTAL

SHEETS

PROJECT

S ta n D r a w

\s t6

.d g n

S C u s to m a r y

S e p

STANDARD APPROVED FOR USE 3/1990

REVISED: 4/1994 6/2005

STEEL-BACKED TIMBER GUARDRAIL

TYPE A & TYPE B

Attachment A USE FOR PAVEMENT MARKINGS AT THE USPP D2 PARKING LOT

TURU-Plans-11x17 - FullSet - V4.pdf

TURU-Plans-11x17 - FullSet - V3

TURU-Plans-11x17 - FullSet - V2

TURU-Plans-11x17 - FullSet

Binder2

_Binder1

E157-04 - Fiber Roll

E414-01 - Crack Sealing

E609-01 - Curbs

E634-01 - Pavement Marking - Signs

E634-03 - Pavement Marking

E634-05 - Pavement Markings - Parking Lot

ET617-61 - SBT-FAT

ST61760 - SBTA

FLH Standard Drawings

(M)617-60: Steel-backed Timber Guardrail, Type A and Type B

US Customary

ET635-06 - Lane Closure with Flaggers

Attachment 1 - 11X17

COV-G-001.pdf

Sheets and Views

G-001

G-101.pdf

Sheets and Views

G-101

C-301.pdf

Sheets and Views

C-301

C-102.pdf

Sheets and Views

C-102

C-101.pdf

Sheets and Views

C-101

C-203.pdf

Sheets and Views

C-203

C-202.pdf

Sheets and Views

C-202

C-201.pdf

Sheets and Views

C-201

Region:

State:

Project:

617-60t:

Sheets:

617-60a:

State1:

Project1:

617-60w:

State2:

Project2:

NPS:

File details come from the government source that posted it. Updated Sep 25, 2022.