Clifton Roadway Construction 109949 IFB Set 3 23 2026.pdf

PDF 38 MB Posted

Attached to
IFB 25003 Town of Clifton Streetscape Project Phase II - Duct Bank Construction (Stage 1) and Roadway Construction (Stage 2)
Solicitation number
IFB-119188
Issued by
Fauquier County, Virginia

About this file

Written by GovTribe AI ·

This document is a construction plan set for the Clifton Roadway Construction Project 109949, prepared by the Virginia Department of Transportation (VDOT) for the Town of Clifton in Fairfax County, Virginia. The project encompasses the Clifton Streetscape Phase 2 improvements along Main Street (Route 645) from Ford Lane to approximately 50 feet east of Chapel Road, spanning 267.03 linear feet with a project length of 0.0506 miles. The scope includes demolition, roadway reconstruction, storm sewer installation, utility relocation, landscaping, pedestrian improvements, and traffic management across three construction phases. The plan set was sealed and finalized on May 15, 2025, and comprises multiple sheets including geometric layouts, grading plans, storm sewer profiles, erosion and sediment control plans, utility relocation details, lighting plans, and detailed traffic management plans for phased construction. The design accommodates an Urban Minor Arterial classification with a 30 miles per hour design speed and references the 2020 VDOT Road and Bridge Specifications, 2023 MUTCD 11th Edition standards, and Virginia Work Area Protection Manual. The project involves partial right-of-way acquisitions from multiple property owners, with VDOT maintaining proposed roadway and pedestrian improvements while the Town of Clifton maintains nonstandard items including plantings.

The construction sequence is divided into three phases: Phase 1 involves manhole and storm sewer installation during non-peak hours; Phase 2 includes westbound side improvements with lane closures permitted between 9:00 AM and 3:30 PM Monday through Thursday or 9:00 PM to 5:00 AM; and Phase 3 addresses eastbound side improvements using similar traffic control protocols. Allowable lane closure hours vary by day of the week, with no closures permitted during inclement weather or emergency situations. Contractors must maintain driveway access throughout construction, coordinate with utility operators with a minimum two working days' notice, and comply with the Virginia Work Area Protection Manual regarding traffic control device placement and spacing. The project requires coordination with multiple utility providers including Virginia Electric & Power Company, Columbia Gas of Virginia, Washington Gas Light Company, Fairfax County water and sewer divisions, and telecommunications providers. The construction plans detail specific elevations, typical cross-sections, and geometric data with survey control monuments established by VDOT. No specific contract award value or bonding requirements are indicated in this plan document, which serves as the technical reference for contractors responding to the related IFB 25003 solicitation with a bid due date of June 25, 2026.

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Other files

File Type Posted
IFB Town of Clifton Streetscape Phase II UPC 126584 109949 Addendum #1 6 11 2026.pdf PDF
IFB Town of Clifton Streetscape Phase II Duct Bank Construction UPC 126584 & Roadway Construction UPC 109949 4 28.pdf PDF
Clifton Duct Bank 100% Plan Set Revised and Sealed 10.29.2025..pdf PDF

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CHAPEL STREET

MAIN STREET (ROUTE 645)

CHAPEL ROAD (ROUTE 641)

FORD LANE

SCHOOL STREET

WATER STREET

KINCHELOE ROAD

CLIFTON ROAD

CHESTNUT STREET

NEWMAN ROAD

CLIFTON CREEK DRIVE

SITE

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Lic. No. 031721

FOR THESE UTILITIES

POLICE - FIRE - RESCUE

EMERGENCY DIAL 911

CONTACT THESE UTILITIES

1-800-552-7001

CONTACT "MISS UTILITY" AT

NOTICE REQUIRED

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AutoCAD SHX Text THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED HAS BEEN SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

AutoCAD SHX Text THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

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FHWA-534 DATA-44031 PPMS-109949

AutoCAD SHX Text DESCRIPTION REFERENCE POT STA. 70+94.71 MAIN STREET POT STA. 90+00.00 CLIFTON ROAD

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FOR SECTION NUMBERS

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SEE TABULATIONS BELOW

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FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

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ADT

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AADT

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STATE

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LENGTH INCLUDING

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UPC

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TOWN OF CLIFTON POPULATION 237 (2024 CENSUS)

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CONVENTIONAL SIGNS

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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

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AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

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NECESSARY BY THE DEPARTMENT.

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SURVEYED BY, DATE

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DESIGN BY

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SUBSURFACE UTILITY BY, DATE

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CLFT-029-101

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TAP-5A01(789)

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J2 ENGINEERS, INC.

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OCT. 2017 - MID-ATLANTIC LOCATING

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SUSAN YANTIS, SPECIAL PROJECTS

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WCL FORD LANE

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MAIN STREET

AutoCAD SHX Text 9,032 (2022)

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ECL CHAPEL STREET

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PE102

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ENGINEERING

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FROM: FORD LANE TO: APPROXIMATELY

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PENG

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ROUTE 645

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BEGIN PROJECT CONSTRUCTION STA. 68+68.46

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END PROJECT CONSTRUCTION STA. 71+35.49

AutoCAD SHX Text THIS PROJECT WAS DEVELOPED UTILIZING AUTOCAD AND CARLSON DESIGN SOFTWARE. Computer Identification No. 109949

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CLFT-029-101

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RICE ASSOCIATES (10/2008) ,J2 ENGINEERS, INC (PARTIAL UDPATE 11/2017)

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CLFT-029-101

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50 FT. EAST OF CHAPEL ROAD

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TAP-5B01(094)

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RW201

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RIGHT OF WAY

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STP-5B01(484)

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CONSTRUCTION

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IOOO

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AutoCAD SHX Text E 3,596,000

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CLIFTON STREETSCAPE - PHASE 2

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TOWN OF CLIFTON

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PLAN AND PROFILE OF PROPOSED

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DEPARTMENT OF TRANSPORTATION

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COMMONWEALTH OF VIRGINIA

AutoCAD SHX Text 5-15-2025

AutoCAD SHX Text 267.03

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VDOT WILL MAINTAIN PROPOSED ROADWAY AND PEDESTRIAN IMPROVEMENTS

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DATE

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LOCALLY ADMINISTERED PROJECTS

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RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

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RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

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MAYOR OF CLIFTON

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TIER 1 PROJECT

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TOWN OF CLIFTON

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NAME OF LOCALITY

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MAYOR OF CLIFTON

AutoCAD SHX Text THE TOWN OF CLIFTON WILL MAINTAIN ALL NONSTANDARD ITEMS PROPOSED WITH THIS PROJECT. THOSE ITEMS INCLUDE: PLANTINGS PLANTINGS

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URBAN MINOR ARTERIAL - ROLLING - 30 MPH DESIGN SPEED

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REFER TO

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CLFT-029-101, PE102, C502

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NOTE: THE PROPOSED IMPROVEMENTS WILL NOT MAKE THE EXISTING CONDITIONS WORSE.

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FROM FORD LANE TO APPROXIMATELY

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50 FT. EAST OF CHAPEL ROAD

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TABULATIONS BELOW

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DISTRICT ENGINEER/ADMINISTRATOR

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DATE

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AutoCAD SHX Text 703-777-1021 703-777-2222

AutoCAD SHX Text CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.

AutoCAD SHX Text A.T.& T. CO. VIRGINIA ELECTRIC & POWER CO. COLUMBIA GAS TRANSMISSION CO. FAIRFAX CO. SAN. SEWER DIV. TRANSCO GAS PIPELINE CO. COLUMBIA GAS OF VIRGINIA CONTINENTAL TELEPHONE OF VIRGINIA

AutoCAD SHX Text COLONIAL PIPELINE CO. FAIRFAX CO. WATER AUTHORITY WASHINGTON GAS LIGHT CO. PRINCE WILLIAM ELEC. CO-OP. PLANTATION PIPELINE CO. C & P TELEPHONE CO.

AutoCAD SHX Text TRI-COUNTY ELEC. CO-OP 703-777-2151 703-777-2151 LOUDOUN WATER 571-291-7888 571-291-7888 FALLS CHURCH WATER SER. 703-241-5078 703-241-5078 FAIRFAX CITY WATER SER. 703-385-7916 NOVEC - JEREMY SPITTLE 703-754-6720 VERIZON - OMAR ALASKWAA 703-212-5269 COX COMM. - CARLTON WILHOIT 703-480-4915

AutoCAD SHX Text THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD , 2016 ROAD ROAD AND BRIDGE STANDARDS (REVISED APRIL 2024), 2023 MUTCD 11TH (REVISED APRIL 2024), 2023 MUTCD 11TH MUTCD 11TH EDITION (DECEMBER 2023), 2011 VIRGINIA SUPPLEMENT TO THE MUTCD 2011 VIRGINIA SUPPLEMENT TO THE MUTCD VIRGINIA SUPPLEMENT TO THE MUTCD (REVISED SEPT. 2013), 2011 VIRGINIA WORK AREA PROTECTION MANUAL VIRGINIA WORK AREA PROTECTION MANUAL (REVISION 2.1: NOVEMBER 2020) AND AS AMENDED BY CONTRACT AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY.

AutoCAD SHX Text ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.11U, EXCEPT TC-5.11U, EXCEPT , EXCEPT WHERE OTHERWISE NOTED.

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BEGIN PROJECT ROW STA. 68+80.99

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CLFT-029-101, PE102, RW201

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END PROJECT ROW STA. 71+39.28

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RECOMMENDED FOR APPROVAL

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DATE

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FOR CONSTRUCTION

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DATE

CHAPEL STREET

MAIN STREET (ROUTE 645)

CHAPEL ROAD (ROUTE 641)

FORD LANE

SCHOOL STREET

WATER STREET

CHESTNUT STREET

NEWMAN ROAD

CLIFTON CREEK DRIVE

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PROJECTROUTE

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PROJECT

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VA

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REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

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AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

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CLFT-029-101

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CLFT-029-101

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TAP-5A01(789)

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FAIRFAX COUNTY, VIRGINIA

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PROPOSED PROJECT

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SHEET NO.

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REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

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LANDSCAPE PLAN

INDEX OF SHEETS

SHEET LIST TABLE

Sheet Number Sheet Title

1 COVER

1A LOCATION MAP

1B INDEX OF SHEETS

1C ROW DATA SHEET

1G ALIGNMENT DATA

1G(1) GEOMETRIC LAYOUT & SPOT ELEVATIONS

2 GENERAL NOTES AND DETAILS

2A TYPICAL SECTIONS

2B GENERAL NOTES AND DETAILS

2C LEFT BLANK

2D LEFT BLANK

2E DEMOLITION PLAN

2F CG-12 RAMP CALCULATIONS

2G UNDERDRAIN PLAN

2H AUTO TURN PLAN

3 GRADING PLAN

3A ROADWAY PROFILE

3B SIGHT DISTANCE PLAN AND PROFILE

4 STORM SEWER PROFILES

4A STORM COMPUTATIONS

4B SWM ANALYSIS

5 EROSION & SEDIMENT CONTROL PLAN

6 EROSION & SEDIMENT CONTROL NARRATIVE & DETAILS

7 PAVEMENT MARKING PLAN

3C MATERIAL TYPE PLAN

1D NOT USED

1E NOT USED

1F SURVEY CONTROL DATA

4C SWM ANALYSIS

4D SWM ANALYSIS NARRATIVE

1J TRAFFIC MANAGEMENT PLAN NOTES & DETAILS

1J(1)

1J(2)

1J(3)

TRAFFIC MANAGEMENT PLAN - PHASE 1

TRAFFIC MANAGEMENT PLAN - PHASE 2

TRAFFIC MANAGEMENT PLAN - PHASE 3

4A(1) STORM COMPUTATIONS

9(1) UTILITY RELOCATION PLAN

10(1) LIGHTING PLAN

10(2) FOUNDATION PLAN

2A(1) TYPICAL SECTIONS

3D EASEMENT LAYOUT

3E GRADING PLAN

AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

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CLFT-029-101

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CLFT-029-101

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TAP-5A01(789)

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STATEFEDERAL AID

PROJECT

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REVISED

VA

SHEET NO.FILE NO.PROJECTPLAN NO.

REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

JAMES C. BISHOFF

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GRADING PLAN 3

RIGHT OF WAY DATA SHEET

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CLFT-029-101

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CLFT-029-101

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TAP-5A01(789)

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VDOT

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GOLDEN PHOENIX LIMITED PARTNERSHIP

AutoCAD SHX Text

AutoCAD SHX Text

17,624.000 SF

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TOWN OF CLIFTON VIRGINIA

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AutoCAD SHX Text

5,300.000 SF

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KAREN A. HARRINGTON

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8,384.000 SF

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THOMAS PETERSON & JEAN ANN PETERSON

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14,470.000 SF

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2,117.000 SF

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CLIFTON 714 INC

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20,149.000 SF

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6,580.000 SF

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MCNAMARA ENTERPRISES, INC

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SOUTHERN RAILWAY

AutoCAD SHX Text Public Access

AutoCAD SHX Text

142.054 SF

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103.348 SF

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NO

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NO

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NO

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NO

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NO

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NO

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NO

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THOMAS PETERSON & JEAN ANN PETERSON

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17,624.000 SF

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5,300.000 SF

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8,384.000 SF

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14,470.000 SF

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2,117.000 SF

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20,149.000 SF

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6,580.000 SF

AutoCAD SHX Text Maintenance

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845.766 SF

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459.479 SF

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9.841 SF

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5.896 SF

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10.904 SF

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66.424 SF

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273.963 SF

AutoCAD SHX Text

1,024.637 SF

176.440 SF

STATEFEDERAL AID

PROJECT

STATE

REVISED

VA

SHEET NO.FILE NO.PROJECTPLAN NO.

REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

JAMES C. BISHOFF

G

V

O

C

P

SSI

O

FE

R

ENNAL

A

OM

M

ON

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A

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IN

EE

IRGIN

I

Lic. No. 031721

GRADING PLAN 3

SURVEY CONTROL DATA SHEET

AutoCAD SHX Text S

AutoCAD SHX Text Main Street Route 645

AutoCAD SHX Text Virginia Department of Transportation Horizontal Control

AutoCAD SHX Text N (5decimal places)

AutoCAD SHX Text W (5decimal places)

AutoCAD SHX Text Sketch and Detailed Description on Other Side

AutoCAD SHX Text To convert state plane metric units to VDOT project values, use the following formula.

AutoCAD SHX Text

1. Reduce the Easting Metric Values By 2. 5 Million Meters. The South and North Zone Northing Metric Values By 1 and 2 Million Respectively.

AutoCAD SHX Text

2. Multiply These Values by the U. S. Survey Foot (3. 280833333)

AutoCAD SHX Text

DETAILED SKETCH

AutoCAD SHX Text V. D. O. T. Project Coordinates

AutoCAD SHX Text Virginia State Plane Coordinates - NAD 83 Metric Values

AutoCAD SHX Text (circle one)

AutoCAD SHX Text or

AutoCAD SHX Text

LD-200 (REV. 8/2000)

AutoCAD SHX Text Zone North South (circle one)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Control Station I. D. 029 - 2173

AutoCAD SHX Text Project 80798

AutoCAD SHX Text Route 645/641

AutoCAD SHX Text City/County Clifton

AutoCAD SHX Text Date 07-31-2008

AutoCAD SHX Text Established By Rice Associates

AutoCAD SHX Text Vertical Datum Based On NAVD 88

AutoCAD SHX Text Geoid 96, 99 or 03

AutoCAD SHX Text Horizontal Datum Based On NAD83

AutoCAD SHX Text Azimuth to Station 194%%D16'15" 703.98' 029-2172

AutoCAD SHX Text Latitude: 38%%D46'42.31018"

AutoCAD SHX Text Longitude: 77%%D23'07.51311"

AutoCAD SHX Text Geoid Separation (N) : -31.912

AutoCAD SHX Text Reverse This Proceedure to Transform VDOT Project Coordinates to NAD 83Metric Plane Coordinates

AutoCAD SHX Text Ellipsoid Height (h) : 37.074 (WGS 84)

AutoCAD SHX Text Control Based on: Station (name or PID) _____________

AutoCAD SHX Text Project (monument no. ) HV 9102

AutoCAD SHX Text Order: 2nd

AutoCAD SHX Text East (X) 3,596,845.450 m

AutoCAD SHX Text North (Y) 2,123,991.712 m

AutoCAD SHX Text Ortho. Elevation 68.986 m

AutoCAD SHX Text East (X) 3,598,783.028 ft.

AutoCAD SHX Text North (Y) 406,820.550 ft.

AutoCAD SHX Text Elevation 226.332 ft.

AutoCAD SHX Text Horizontal Closure 1:51,970

AutoCAD SHX Text

3. Multiply These Values by Combined Scale and Elevation Factor ( 1. 00006 ) for the County.

AutoCAD SHX Text 56.1'

AutoCAD SHX Text 21.5'

AutoCAD SHX Text 67.2'

AutoCAD SHX Text

SSMH

AutoCAD SHX Text Power Pole W/ Light # 375 18 41

AutoCAD SHX Text Conc. S/W

AutoCAD SHX Text 2 Sty. Frame # 7211

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Monument 029-2173 Concrete Monument With Stamped Magnetic Disk

AutoCAD SHX Text Chapel Road Route 641

AutoCAD SHX Text Virginia Department of Transportation Horizontal Control

AutoCAD SHX Text N (5decimal places)

AutoCAD SHX Text W (5decimal places)

AutoCAD SHX Text Sketch and Detailed Description on Other Side

AutoCAD SHX Text To convert state plane metric units to VDOT project values, use the following formula.

AutoCAD SHX Text

1. Reduce the Easting Metric Values By 2. 5 Million Meters. The South and North Zone Northing Metric Values By 1 and 2 Million Respectively.

AutoCAD SHX Text

2. Multiply These Values by the U. S. Survey Foot (3. 280833333)

AutoCAD SHX Text

DETAILED SKETCH

AutoCAD SHX Text V. D. O. T. Project Coordinates

AutoCAD SHX Text Virginia State Plane Coordinates - NAD 83 Metric Values

AutoCAD SHX Text (circle one)

AutoCAD SHX Text or

AutoCAD SHX Text

LD-200 (REV. 8/2000)

AutoCAD SHX Text Zone North South (circle one)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Control Station I. D. 029 - 2174

AutoCAD SHX Text Project 80798

AutoCAD SHX Text Route 645/641

AutoCAD SHX Text City/County Clifton

AutoCAD SHX Text Date 07-31-2008

AutoCAD SHX Text Established By Rice Associates

AutoCAD SHX Text Vertical Datum Based On NAVD 88

AutoCAD SHX Text Geoid 96, 99 or 03

AutoCAD SHX Text Horizontal Datum Based On NAD83

AutoCAD SHX Text Azimuth to Station 153%%D05'26" 782.27' 029-2173

AutoCAD SHX Text Latitude: 38%%D46'49.24718"

AutoCAD SHX Text Longitude: 77%%D23'11.87663"

AutoCAD SHX Text Geoid Separation (N) : -31.909

AutoCAD SHX Text Reverse This Proceedure to Transform VDOT Project Coordinates to NAD 83Metric Plane Coordinates

AutoCAD SHX Text Ellipsoid Height (h) : 27.692 (WGS 84)

AutoCAD SHX Text Control Based on: Station (name or PID) _____________

AutoCAD SHX Text Project (monument no. ) HV 9102

AutoCAD SHX Text Order: 2nd

AutoCAD SHX Text East (X) 3,596,737.544 m

AutoCAD SHX Text North (Y) 2,124,204.319 m

AutoCAD SHX Text Ortho. Elevation 59.599 m

AutoCAD SHX Text East (X) 3,598,428.985 ft.

AutoCAD SHX Text North (Y) 407,518.120 ft.

AutoCAD SHX Text Elevation 195.534 ft.

AutoCAD SHX Text Horizontal Closure 1:51,970

AutoCAD SHX Text

3. Multiply These Values by Combined Scale and Elevation Factor ( 1. 00006 ) for the County.

AutoCAD SHX Text Conc. S/W

AutoCAD SHX Text Conc. S/W

AutoCAD SHX Text Power Pole # .75 18 1 49

AutoCAD SHX Text Main Street Route 645

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Sign

AutoCAD SHX Text Sign

AutoCAD SHX Text 9.8'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text Monument 029-2174 Concrete Monument With Stamped Magnetic Disk

AutoCAD SHX Text Main Street Route 645

AutoCAD SHX Text Virginia Department of Transportation Horizontal Control

AutoCAD SHX Text N (5decimal places)

AutoCAD SHX Text W (5decimal places)

AutoCAD SHX Text Sketch and Detailed Description on Other Side

AutoCAD SHX Text To convert state plane metric units to VDOT project values, use the following formula.

AutoCAD SHX Text

1. Reduce the Easting Metric Values By 2. 5 Million Meters. The South and North Zone Northing Metric Values By 1 and 2 Million Respectively.

AutoCAD SHX Text

2. Multiply These Values by the U. S. Survey Foot (3. 280833333)

AutoCAD SHX Text

DETAILED SKETCH

AutoCAD SHX Text V. D. O. T. Project Coordinates

AutoCAD SHX Text Virginia State Plane Coordinates - NAD 83 Metric Values

AutoCAD SHX Text (circle one)

AutoCAD SHX Text or

AutoCAD SHX Text

LD-200 (REV. 8/2000)

AutoCAD SHX Text Zone North South (circle one)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Control Station I. D. 029 - 2175

AutoCAD SHX Text Project 80798

AutoCAD SHX Text Route 645/641

AutoCAD SHX Text City/County Clifton

AutoCAD SHX Text Date 07-31-2008

AutoCAD SHX Text Established By Rice Associates

AutoCAD SHX Text Vertical Datum Based On NAVD 88

AutoCAD SHX Text Geoid 96, 99 or 03

AutoCAD SHX Text Horizontal Datum Based On NAD83

AutoCAD SHX Text Azimuth to Station 144%%D56'55" 495.87' 029-2174

AutoCAD SHX Text Latitude: 38%%D46'53.29348"

AutoCAD SHX Text Longitude: 77%%D23'15.41046"

AutoCAD SHX Text Geoid Separation (N) : -31.908

AutoCAD SHX Text Reverse This Proceedure to Transform VDOT Project Coordinates to NAD 83Metric Plane Coordinates

AutoCAD SHX Text Ellipsoid Height (h) : 23.800 (WGS 84)

AutoCAD SHX Text Control Based on: Station (name or PID) _____________

AutoCAD SHX Text Project (monument no. ) HV 9102

AutoCAD SHX Text Order: 2nd

AutoCAD SHX Text East (X) 3,596,650.747 m

AutoCAD SHX Text North (Y) 2,124,328.042 m

AutoCAD SHX Text Ortho. Elevation 55.706 m

AutoCAD SHX Text East (X) 3,598,144.201 ft.

AutoCAD SHX Text North (Y) 407,924.058 ft.

AutoCAD SHX Text Elevation 182.762 ft.

AutoCAD SHX Text Horizontal Closure 1:51,970

AutoCAD SHX Text

3. Multiply These Values by Combined Scale and Elevation Factor ( 1. 00006 ) for the County.

AutoCAD SHX Text 62.38'

AutoCAD SHX Text 16.1'

AutoCAD SHX Text 7.03'

AutoCAD SHX Text Gravel Parking Lot

AutoCAD SHX Text Endwall

AutoCAD SHX Text

SDMH

AutoCAD SHX Text Edge Of Pavement

AutoCAD SHX Text Guardrail

AutoCAD SHX Text Monument 029-2175 Concrete Monument With Stamped Magnetic Disk

AutoCAD SHX Text 10+00.00

AutoCAD SHX Text 406,138.292

AutoCAD SHX Text 3,598,609.491

AutoCAD SHX Text N 14%%d 16' 15" E

AutoCAD SHX Text 17+03.98

AutoCAD SHX Text 406,820.550

AutoCAD SHX Text 3,598,783.028

AutoCAD SHX Text N 26%%d 54' 34" W

AutoCAD SHX Text 24+86.25

AutoCAD SHX Text 407,518.120

AutoCAD SHX Text 3,598,428.985

AutoCAD SHX Text N 35%%d 03' 05" W

AutoCAD SHX Text 29+82.13

AutoCAD SHX Text 407,924.058

AutoCAD SHX Text 3,598,144.201

AutoCAD SHX Text N 31%%d 48' 01" W

AutoCAD SHX Text 32+37.85

AutoCAD SHX Text 408,141.394

AutoCAD SHX Text 3,598,009.446

AutoCAD SHX Text N 20%%d 15' 57" E

AutoCAD SHX Text 35+19.63

AutoCAD SHX Text 408,405.729

AutoCAD SHX Text 3,598,107.048

AutoCAD SHX Text N 79%%d 55' 03" E

AutoCAD SHX Text 38+20.64

AutoCAD SHX Text 408,458.427

AutoCAD SHX Text 3,598,403.413

AutoCAD SHX Text N 20%%d 58' 05" W

AutoCAD SHX Text 45+41.01

AutoCAD SHX Text 409,131.090

AutoCAD SHX Text 3,598,145.632

AutoCAD SHX Text

SURVEY ALIGNMENTS

AutoCAD SHX Text

POINT STATION BEARING PROJECT COORDINATES

AutoCAD SHX Text

ID.

AutoCAD SHX Text

NORTH (Y) EAST (X)

AutoCAD SHX Text Clifton Road (Route 645) / Main Street (Route 641) - Survey Baseline

AutoCAD SHX Text

SS

AutoCAD SHX Text

PI

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PI

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PI

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PI

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PI

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PI

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PI

AutoCAD SHX Text To Convert Va. State Plane Coordinates NAD 83 Metric Values to Va. D. O. T. Project Coordinates.

AutoCAD SHX Text Reduce the Eastings 2. 5 Million Meters and the South and North Zone Northings by 1 and 2 Million Respectively.

AutoCAD SHX Text Multiply by the U. S. Survey Foot (3. 28083333333) .

AutoCAD SHX Text Multiply These Values by the Combined Scale and Elevation Factor ( 1. 00006 ) for this County.

AutoCAD SHX Text A Reverse of this Procedure will Transform VDOT Project Coordinates to NAD 83 Values.

AutoCAD SHX Text Note:

AutoCAD SHX Text

1. 2. 3.

AutoCAD SHX Text VDOT Control Station 29-2173

AutoCAD SHX Text VDOT Control Station 29-2174

AutoCAD SHX Text VDOT Control Station 29-2175

AutoCAD SHX Text Benchmarks ~ NAVD 88 Datum

AutoCAD SHX Text ELEV. Benchmark Description / Location

AutoCAD SHX Text 226.33'

AutoCAD SHX Text 195.53'

AutoCAD SHX Text 182.76'

AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

AutoCAD SHX Text

TAP-5A01(789)

AutoCAD SHX Text 01F

01F

MAIN STREET

CH

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PC

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.55

69+00

PT

=6

9+

.92

+0

+0

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8.3

+0

+0

STA. 50+00.00 CHAPEL STREET

INTERSECTION STA. 68+76.73 MAIN STREET =

INTERSECTION STA. 71+35.49 MAIN STREET =

STA. 30+00.00 ENTRANCE 2

INTERSECTION STA. 68+96.13 MAIN STREET =

STA. 20+00.00 ENTRANCE 1

= EX. DRIVEWAY ENTRANCE

STA. 69+38.00 MAIN STREET

CONSTRUCTION ℄

INTERSECTION STA. 70+94.71 MAIN STREET =

STA. 90+00.00 CHAPEL ROAD

CO

NS

TR

UC

TIO

N

CO

NS

TR

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TIO

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CO

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GRAPHIC SCALE

( IN FEET )

1 INCH = FEET

10 20 40

VA.

ST

ATE

GRID

NAD

NORTH

N

SHEET NO.

PROJECTROUTE

STATEFEDERAL AID

PROJECT

STATE

REVISED

VA

SHEET NO.FILE NO.PROJECTPLAN NO.

REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

JAMES C. BISHOFF

G

V

O

C

P

SSI

O

FE

R

ENNAL

A

OM

M

ONWE OFLTH

A

R

IN

EE

IRGIN

I

Lic. No. 031721

GEOMETRIC LAYOUT 1G(1)

& SPOT ELEVATIONS

ALIGNMENT DATA

AutoCAD SHX Text OWNER: GOLDEN PHOENIX LIMITED PARTNERSHIP T.M. 0754-02-0030 D.B. 06454, PG. 0925 ZONED: CD (COMMERCIAL DISTRICT) 17,624 S.F. OR 0.40459 AC.

AutoCAD SHX Text OWNER: TOWN OF CLIFTON VIRGINIA T.M. 0754-02-0029 D.B. 27493, PG. 371 ZONED: CD (COMMERCIAL DISTRICT) 5,300 S.F. OR 0.12167 AC.

AutoCAD SHX Text OWNER: McNAMARA ENTERPRISES, INC. T.M. 0754-02-0031 D.B. 21516, PG. 3 ZONED: CD (COMMERCIAL DISTRICT) 6,580 S.F. OR 0.15106 AC.

AutoCAD SHX Text OWNER: CLIFTON 714 INC T.M. 0754-02-0032 D.B. 26124, PG. 1850 ZONED: CD (COMMERCIAL DISTRICT) 20,149 S.F. OR 0.46256 AC.

AutoCAD SHX Text

ROUTE #645 (25 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

ROUTE #2004 (20 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

ROUTE #641 (25 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

OWNER: SOUTHERN RAILWAY T.M. 0754-02-0017

AutoCAD SHX Text OWNER: THOMAS PETERSON & JEAN ANN PETERSON T.M. 0754-02-0033 D.B. 24900, PG. 459 ZONED: CD (COMMERCIAL DISTRICT) 2,117 S.F. OR 0.04860 AC.

AutoCAD SHX Text

OWNER: SOUTHERN RAILWAY T.M. 0754-02-0017

AutoCAD SHX Text

FF=193.74

AutoCAD SHX Text

FF=194.71

AutoCAD SHX Text

FF=193.70

AutoCAD SHX Text

FF=192.53

AutoCAD SHX Text

FF=199.95

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

(2) Guy

AutoCAD SHX Text Pole #375-18-1-030 (#)

AutoCAD SHX Text OWNER: KAREN A. HARRINGTON T.M. 0754-02-0060 D.B. 25090, PG. 1919 ZONED: RD (RESIDENTIAL DISTRICT) 8,384 S.F. OR 0.19247 AC.

AutoCAD SHX Text OWNER: THOMAS PETERSON & JEAN ANN PETERSON T.M. 0754-02-0034 D.B. 24900, PG. 459 ZONED: CD (COMMERCIAL DISTRICT) 14,470 S.F. OR 0.3322 AC.

AutoCAD SHX Text CURVE DATA DELTA = 03°46'35" RT TANGENT = 17.671' LENGTH = 35.323' RADIUS = 536.00' PC = 68+59.867 PI = 68+77.538 PT = 68+95.196

AutoCAD SHX Text CURVE DATA DELTA = 03°14'50" LT TANGENT = 15.193' LENGTH = 30.375' RADIUS = 536.00' PC = 69+10.546 PI = 69+25.739 PT = 69+40.924

AutoCAD SHX Text C2

AutoCAD SHX Text C1

AutoCAD SHX Text

CONSTR. C MAIN STREET

AutoCAD SHX Text L

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

AutoCAD SHX Text

TAP-5A01(789)

AutoCAD SHX Text

%%UMAIN STREET - ROUTE 645 CENTERLINE

AutoCAD SHX Text 1G

AutoCAD SHX Text 1G

AutoCAD SHX Text ID Station Northing Easting Radius Length PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Station Northing Easting Radius Length PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Northing Easting Radius Length PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Easting Radius Length PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Radius Length PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance PI Station PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance PI Northing PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance PI Easting Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Tangent Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Arc Length Chord Length Chord Bearing Delta Angle Bearing Distance Chord Length Chord Bearing Delta Angle Bearing Distance Chord Bearing Delta Angle Bearing Distance Delta Angle Bearing Distance Bearing Distance Distance PC 68+59.867 407685.4078 3598287.535 68+59.867 407685.4078 3598287.535 407685.4078 3598287.535 3598287.535 536.000' 68+77.538 407670.1637 3598296.472 17.671' 35.329' 35.323' S 32°16'14" E 03°46'35" 68+77.538 407670.1637 3598296.472 17.671' 35.329' 35.323' S 32°16'14" E 03°46'35" 3598296.472 17.671' 35.329' 35.323' S 32°16'14" E 03°46'35" 17.671' 35.329' 35.323' S 32°16'14" E 03°46'35" 35.329' 35.323' S 32°16'14" E 03°46'35" 35.323' S 32°16'14" E 03°46'35" S 32°16'14" E 03°46'35" 03°46'35" PT 68+95.196 407655.5412 3598306.394 68+95.196 407655.5412 3598306.394 407655.5412 3598306.394 3598306.394 S 34°09'32" E 15.349' 15.349' PC 69+10.546 407642.8398 3598315.013 69+10.546 407642.8398 3598315.013 407642.8398 3598315.013 3598315.013 536.000' 69+25.739 407630.2675 3598323.544 15.193' 30.379' 30.375' S 32°32'07" E 03°14'50" 69+25.739 407630.2675 3598323.544 15.193' 30.379' 30.375' S 32°32'07" E 03°14'50" 407630.2675 3598323.544 15.193' 30.379' 30.375' S 32°32'07" E 03°14'50" 3598323.544 15.193' 30.379' 30.375' S 32°32'07" E 03°14'50" 15.193' 30.379' 30.375' S 32°32'07" E 03°14'50" 30.379' 30.375' S 32°32'07" E 03°14'50" S 32°32'07" E 03°14'50" 03°14'50" PT 69+40.924 407617.2322 3598331.349 69+40.924 407617.2322 3598331.349 407617.2322 3598331.349 3598331.349 S 30°54'42" E 194.565' 194.565' 71+35.489 407450.303 3598431.3 71+35.489 407450.303 3598431.3 407450.303 3598431.3 3598431.3

AutoCAD SHX Text C1

C2

MAIN STREET

CH

AP

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.92

+0

+0

+0

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8.3

+0

+0

STA. 50+00.00 CHAPEL STREET

INTERSECTION STA. 68+76.73 MAIN STREET =

INTERSECTION STA. 71+35.49 MAIN STREET =

STA. 30+00.00 ENTRANCE 2

INTERSECTION STA. 68+96.13 MAIN STREET =

STA. 20+00.00 ENTRANCE 1

BE

GI

N

PR

OJ

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T:

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A.

+6 8.4

END CONSTRUCTION

STA. 71+35.49

= EX. DRIVEWAY ENTRANCE

STA. 69+38.00 MAIN STREET

CONSTRUCTION ℄

EN

D

PR

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+3

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+8

0.9

INTERSECTION STA. 70+94.71 MAIN STREET =

STA. 90+00.00 CHAPEL ROAD

CO

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CO

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1 INCH = FEET

5 10 20

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SHEET NO.

PROJECTROUTE

STATEFEDERAL AID

PROJECT

STATE

REVISED

VA

SHEET NO.FILE NO.PROJECTPLAN NO.

REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

JAMES C. BISHOFF

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Lic. No. 031721

ALIGNMENT DATA 1G

GEOMETRIC LAYOUT & SPOT ELEVATIONS

NOTE: ALL ELEVATIONS ARE AT GRADE OF ROAD

OR PEDESTRIAN WALKWAY (NOT TOP OF CURB)

AutoCAD SHX Text OWNER: GOLDEN PHOENIX LIMITED PARTNERSHIP T.M. 0754-02-0030 D.B. 06454, PG. 0925 ZONED: CD (COMMERCIAL DISTRICT) 17,624 S.F. OR 0.40459 AC.

AutoCAD SHX Text OWNER: TOWN OF CLIFTON VIRGINIA T.M. 0754-02-0029 D.B. 27493, PG. 371 ZONED: CD (COMMERCIAL DISTRICT) 5,300 S.F. OR 0.12167 AC.

AutoCAD SHX Text OWNER: McNAMARA ENTERPRISES, INC. T.M. 0754-02-0031 D.B. 21516, PG. 3 ZONED: CD (COMMERCIAL DISTRICT) 6,580 S.F. OR 0.15106 AC.

AutoCAD SHX Text OWNER: CLIFTON 714 INC T.M. 0754-02-0032 D.B. 26124, PG. 1850 ZONED: CD (COMMERCIAL DISTRICT) 20,149 S.F. OR 0.46256 AC.

AutoCAD SHX Text

ROUTE #645 (25 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

ROUTE #2004 (20 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

ROUTE #641 (25 MPH POSTED) (VARIABLE WIDTH RIGHT-OF-WAY)

AutoCAD SHX Text

OWNER: SOUTHERN RAILWAY T.M. 0754-02-0017

AutoCAD SHX Text OWNER: THOMAS PETERSON & JEAN ANN PETERSON T.M. 0754-02-0033 D.B. 24900, PG. 459 ZONED: CD (COMMERCIAL DISTRICT) 2,117 S.F. OR 0.04860 AC.

AutoCAD SHX Text

OWNER: SOUTHERN RAILWAY T.M. 0754-02-0017

AutoCAD SHX Text

FF=193.74

AutoCAD SHX Text

FF=194.71

AutoCAD SHX Text

FF=193.70

AutoCAD SHX Text

FF=192.53

AutoCAD SHX Text

FF=199.95

AutoCAD SHX Text

APPROX. RAILROAD RIGHT-OF-WAY

AutoCAD SHX Text

(2) Guy

AutoCAD SHX Text Pole #375-18-1-030 (#)

AutoCAD SHX Text OWNER: KAREN A. HARRINGTON T.M. 0754-02-0060 D.B. 25090, PG. 1919 ZONED: RD (RESIDENTIAL DISTRICT) 8,384 S.F. OR 0.19247 AC.

AutoCAD SHX Text OWNER: THOMAS PETERSON & JEAN ANN PETERSON T.M. 0754-02-0034 D.B. 24900, PG. 459 ZONED: CD (COMMERCIAL DISTRICT) 14,470 S.F. OR 0.3322 AC.

AutoCAD SHX Text

MILE POST 27 LOCATED APPROXIMATELY 908' AT S 30°37'38" W FROM POINT

AutoCAD SHX Text 11.67'

AutoCAD SHX Text 11.67'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 17'

AutoCAD SHX Text 24'

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 6.74'

AutoCAD SHX Text 6.74'

AutoCAD SHX Text 6.81'

AutoCAD SHX Text 7.32'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 11.00'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 6.1'

AutoCAD SHX Text 6.1'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 6.75'

AutoCAD SHX Text 7.21'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 5.9'

AutoCAD SHX Text +12.47

AutoCAD SHX Text

29.73' LT

AutoCAD SHX Text +27.57

AutoCAD SHX Text

11.67' LT

AutoCAD SHX Text +82.02

AutoCAD SHX Text

28.29' LT

AutoCAD SHX Text +07.85

AutoCAD SHX Text

26.95' LT

AutoCAD SHX Text +07.01

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +10.21

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +27.19

AutoCAD SHX Text

27.92' RT

AutoCAD SHX Text +24.60

AutoCAD SHX Text

12.06' LT

AutoCAD SHX Text +23.28

AutoCAD SHX Text

11.69' LT

AutoCAD SHX Text +12.15

AutoCAD SHX Text

21.67' LT

AutoCAD SHX Text +17.96

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13.65' RT

AutoCAD SHX Text +17.80

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20.22' RT

AutoCAD SHX Text +15.72

AutoCAD SHX Text

22.17' RT

AutoCAD SHX Text +86.96

AutoCAD SHX Text

22.17' RT

AutoCAD SHX Text +26.25

AutoCAD SHX Text

11.76' LT

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22.17' RT

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22.17' RT

AutoCAD SHX Text +44.13

AutoCAD SHX Text

22.17' RT

AutoCAD SHX Text +64.38

AutoCAD SHX Text

19.67' RT

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AutoCAD SHX Text

21.67' RT

AutoCAD SHX Text +89.55

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22.18' RT

AutoCAD SHX Text +80.55

AutoCAD SHX Text

22.17' RT

AutoCAD SHX Text +71.55

AutoCAD SHX Text

22.17' RT

AutoCAD SHX Text +32.75

AutoCAD SHX Text

22.17' LT

AutoCAD SHX Text +32.75

AutoCAD SHX Text

19.67' LT

AutoCAD SHX Text +10.48

AutoCAD SHX Text

19.07' LT

AutoCAD SHX Text +71.58

AutoCAD SHX Text

22.17' LT

AutoCAD SHX Text +73.55

AutoCAD SHX Text

20.17' LT

AutoCAD SHX Text +73.55

AutoCAD SHX Text

14.92' LT

AutoCAD SHX Text +72.37

AutoCAD SHX Text

13.09' LT

AutoCAD SHX Text +64.54

AutoCAD SHX Text

11.67' LT

AutoCAD SHX Text +63.08

AutoCAD SHX Text

12.30' LT

AutoCAD SHX Text +56.17

AutoCAD SHX Text

19.67' LT

AutoCAD SHX Text +56.67

AutoCAD SHX Text

22.17' LT

AutoCAD SHX Text

CONSTR. C MAIN STREET

AutoCAD SHX Text L

AutoCAD SHX Text +81.95

AutoCAD SHX Text

32.19' LT

AutoCAD SHX Text +07.24

AutoCAD SHX Text

36.43' LT

AutoCAD SHX Text +24.04

AutoCAD SHX Text

20.16' RT

AutoCAD SHX Text +35.59

AutoCAD SHX Text

22.17' LT

AutoCAD SHX Text +36.27

AutoCAD SHX Text

19.67' LT

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R5.00

AutoCAD SHX Text R7.50

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R1.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R1.00

AutoCAD SHX Text R2.00

AutoCAD SHX Text R16.33

AutoCAD SHX Text +15.91

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +88.22

AutoCAD SHX Text

20.53' RT

AutoCAD SHX Text +26.18

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +44.13

AutoCAD SHX Text

19.17' RT

AutoCAD SHX Text +52.37

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text +27.98

AutoCAD SHX Text

12.24' LT

AutoCAD SHX Text +24.51

AutoCAD SHX Text

13.78' LT

AutoCAD SHX Text +65.69

AutoCAD SHX Text

11.67' LT

AutoCAD SHX Text +26.60

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +71.83

AutoCAD SHX Text

11.98' RT

AutoCAD SHX Text +73.55

AutoCAD SHX Text

12.67' RT

AutoCAD SHX Text +79.55

AutoCAD SHX Text

12.67' RT

AutoCAD SHX Text +80.55

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +81.38

AutoCAD SHX Text

11.67' RT

AutoCAD SHX Text +82.79

AutoCAD SHX Text

12.26' RT

AutoCAD SHX Text +73.55

AutoCAD SHX Text

20.17' RT

AutoCAD SHX Text +79.55

AutoCAD SHX Text

21.17' RT

AutoCAD SHX Text +90.21

AutoCAD SHX Text

19.67' RT

AutoCAD SHX Text +27.62

AutoCAD SHX Text

37.72' RT

AutoCAD SHX Text R16.33

AutoCAD SHX Text R16.33

AutoCAD SHX Text +84.20

AutoCAD SHX Text

27.94' RT

AutoCAD SHX Text

ELEV=192.26'

AutoCAD SHX Text

ELEV=192.27'

AutoCAD SHX Text

ELEV=192.45'

AutoCAD SHX Text

ELEV=192.33'

AutoCAD SHX Text

ELEV=192.10'

AutoCAD SHX Text

ELEV=192.31'

AutoCAD SHX Text

ELEV=192.34'

AutoCAD SHX Text

ELEV=192.36'

AutoCAD SHX Text

ELEV=192.37'

AutoCAD SHX Text

ELEV=195.29'

AutoCAD SHX Text

ELEV=195.40'

AutoCAD SHX Text

ELEV=195.37'

AutoCAD SHX Text

ELEV=194.83'

AutoCAD SHX Text

ELEV=195.02'

AutoCAD SHX Text

ELEV=195.56'

AutoCAD SHX Text

ELEV=195.62'

AutoCAD SHX Text

ELEV=195.67'

AutoCAD SHX Text

ELEV=195.72'

AutoCAD SHX Text

ELEV=195.78'

AutoCAD SHX Text

ELEV=195.80'

AutoCAD SHX Text

ELEV=196.13'

AutoCAD SHX Text

ELEV=196.27'

AutoCAD SHX Text

ELEV=196.00'

AutoCAD SHX Text

ELEV=195.97'

AutoCAD SHX Text

ELEV=195.98'

AutoCAD SHX Text

ELEV=195.89'

AutoCAD SHX Text

ELEV=195.67'

AutoCAD SHX Text

ELEV=195.71'

AutoCAD SHX Text

ELEV=195.37'

AutoCAD SHX Text

ELEV=195.54'

AutoCAD SHX Text

ELEV=195.79'

AutoCAD SHX Text

ELEV=195.83'

AutoCAD SHX Text

ELEV=195.92'

AutoCAD SHX Text

ELEV=195.95'

AutoCAD SHX Text

ELEV=193.03'

AutoCAD SHX Text

ELEV=192.84'

AutoCAD SHX Text

ELEV=192.87'

AutoCAD SHX Text

ELEV=192.83'

AutoCAD SHX Text

ELEV=192.76'

AutoCAD SHX Text

ELEV=192.78'

AutoCAD SHX Text

ELEV=192.65'

AutoCAD SHX Text

ELEV=192.55'

AutoCAD SHX Text

ELEV=192.50'

AutoCAD SHX Text

ELEV=192.44'

AutoCAD SHX Text

ELEV=192.44'

AutoCAD SHX Text

ELEV=192.18'

AutoCAD SHX Text

ELEV=192.24'

AutoCAD SHX Text

ELEV=192.16'

AutoCAD SHX Text

ELEV=192.25'

AutoCAD SHX Text

ELEV=192.35'

AutoCAD SHX Text

ELEV=192.58'

AutoCAD SHX Text

ELEV=192.47'

AutoCAD SHX Text

ELEV=192.46'

AutoCAD SHX Text

ELEV=192.45'

AutoCAD SHX Text

ELEV=192.38'

AutoCAD SHX Text

ELEV=196.81'

AutoCAD SHX Text

ELEV=197.33'

AutoCAD SHX Text

ELEV=197.40'

AutoCAD SHX Text

ELEV=196.73'

AutoCAD SHX Text

ELEV=196.88'

AutoCAD SHX Text

ELEV=197.15'

AutoCAD SHX Text

ELEV=197.18'

AutoCAD SHX Text

ELEV=196.42'

AutoCAD SHX Text

ELEV=196.71'

AutoCAD SHX Text

ELEV=196.65'

AutoCAD SHX Text

ELEV=197.26'

AutoCAD SHX Text R1.00

AutoCAD SHX Text R25.00

AutoCAD SHX Text +14.70

AutoCAD SHX Text

22.43' LT

AutoCAD SHX Text +13.80

AutoCAD SHX Text

21.01' LT

AutoCAD SHX Text

ELEV=192.18'

AutoCAD SHX Text

ELEV=192.18'

AutoCAD SHX Text +17.80

AutoCAD SHX Text

17.92' LT

AutoCAD SHX Text +16.10

AutoCAD SHX Text

17.27' LT

AutoCAD SHX Text

ELEV=192.23'

AutoCAD SHX Text

ELEV=192.24'

AutoCAD SHX Text +16.86

AutoCAD SHX Text

22.36' LT

AutoCAD SHX Text

ELEV=192.20'

AutoCAD SHX Text R1.00

AutoCAD SHX Text R1.00

AutoCAD SHX Text R1.00

AutoCAD SHX Text +17.80

AutoCAD SHX Text

21.36' LT

AutoCAD SHX Text

ELEV=192.22'

AutoCAD SHX Text R1.00

AutoCAD SHX Text R16.33

AutoCAD SHX Text +25.83

AutoCAD SHX Text

14.90' LT

AutoCAD SHX Text

ELEV=197.16'

AutoCAD SHX Text +30.18

AutoCAD SHX Text

17.27' LT

AutoCAD SHX Text

ELEV=197.09'

AutoCAD SHX Text +26.67

AutoCAD SHX Text

14.01' LT

AutoCAD SHX Text

ELEV=197.20'

AutoCAD SHX Text +26.46

AutoCAD SHX Text

14.86' LT

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ELEV=197.18'

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AutoCAD SHX Text +29.84

AutoCAD SHX Text

17.14' LT

AutoCAD SHX Text

ELEV=197.24'

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17.12' LT

AutoCAD SHX Text

ELEV=197.23'

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ELEV=196.98'

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ELEV=196.98'

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ELEV=196.94'

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ELEV=196.73'

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ELEV=196.71'

AutoCAD SHX Text +32.76

AutoCAD SHX Text

27.16' LT

AutoCAD SHX Text

ELEV=196.98'

AutoCAD SHX Text +75.59

AutoCAD SHX Text

35.45' LT

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ELEV=195.55'

AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

AutoCAD SHX Text

TAP-5A01(789)

AutoCAD SHX Text 1G(1)

1G(1)

STATEFEDERAL AID

PROJECT

STATE

REVISED

VA

SHEET NO.FILE NO.PROJECTPLAN NO.

REFERENCES

(PROFILES, DETAILS, DRAINAGE

DESCRIPTION SHEETS, ETC.)

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

SUSAN YANTIS, CLIFTON SPECIAL PROJECTS

J2 ENGINEERS, INC.

JAMES C. BISHOFF, PE

J2 ENGINEERS, INC.

JAMES C. BISHOFF

G

V

O

C

P

SSI

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FE

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A

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M

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A

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EE

IRGIN

I

Lic. No. 031721

TMP - PHASE 1 1J(1)

TMP - PHASE 2 1J(2)

TMP - PHASE 3 1J(3)

TRAFFIC MANAGEMENT PLAN

NOTES & DETAILS

AutoCAD SHX Text DESIGN FEATURES RELATING TO CONSTRUCTION OR REGULATION AND CONTROL TO TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT

AutoCAD SHX Text 5/15/25

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

CLFT-029-101

AutoCAD SHX Text

AutoCAD SHX Text

TAP-5A01(789)

AutoCAD SHX Text 1J

AutoCAD SHX Text 1J

AutoCAD SHX Text GENERAL NOTES UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PROSECUTE THE WORK IN ACCORDANCE WITH THE FOLLOWING: 1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAY ENTRANCES DURING CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH VDOT FOR ANY REQUIRED MODIFICATIONS OF EXISTING SIGNAGE. 3. TYPE III BARRICADES SHALL BE PLACED WITH ADEQUATE SIGNAGE IN LOCATIONS WHERE CONSTRUCTION ACTIVITIES ABRUPTLY CLOSE ANY TRAFFIC LANES, STREETS, OR PORTIONS THEREOF WHICH HAD PREVIOUSLY BEEN OPEN TO THROUGH TRAFFIC.

AutoCAD SHX Text MAINTENANCE OF TRAFFIC NOTES: 1. TRAFFIC CONTROL DEVICES AND SAFETY MEASURES SHALL BE IN CONFORMANCE WITH THE FOLLOWING, AND THE LATEST REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES B. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS D. THE VIRGINIA WORK AREA PROTECTION MANUAL E. VIRGINIA SUPPLEMENT TO THE MUTCD 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE VDOT ENGINEER, THE CONTRACTOR SHALL PLAN AND PROSECUTE THE WORK IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION OUTLINED AS SHOWN. 3. THE SEQUENCE OF CONSTRUCTION AND MAINTENANCE OF TRAFFIC SHOW THE MAJOR TRAFFIC CONTROL AND THE SEQUENCING OF CONSTRUCTION. THE DAILY CONTROL OF TRAFFIC, INCLUDING THE PROVISION, PLACEMENT, MAINTENANCE, AND REMOVAL OF TRAFFIC CONTROL DEVICES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE TRAFFIC CONTROL DEVISES REQUIRED ARE AS SHOWN ON THE PLAN AND IDENTIFIED FIGURES OF THE VIRGINIA WORK AREA PROTECTION MANUAL, THE LASTEST REVISION. 4. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK FILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. 5. IN THE EVENT THAT AN OPEN TRENCH IS NOT REPLACED AT THE END OF A WORK DAY IN THE PAVEMENT SECTION, THE CONTRACTOR SHALL TEMPORARILY PROVIDE STEEL PLATES TO MEET VDOT STANDARDS AND SPECIFICATIONS. 6. ONE WEEK IN ADVANCE, VARIABLE MESSAGE BOARD MUST BE PLACED AT EACH END OF THE PROJECT LIMITS WITH THE FOLLOWING MESSAGE: "NEW TRAFFIC PATTERN - BEGINS (DAY) , DATE ." (DAY) , DATE ." 7. WHERE R/W OR GEOMETRIC CONDITIONS PREVENT THE USE OF 48"x48" SIGNS, 36"x36" SIGNS MAY BE USED.

AutoCAD SHX Text NOTES: : 1. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE SHOULD BE EXERCISED WHEN ESTABLISHING THE SHOULD BE EXERCISED WHEN ESTABLISHING THE BE EXERCISED WHEN ESTABLISHING THE BE EXERCISED WHEN ESTABLISHING THE EXERCISED WHEN ESTABLISHING THE EXERCISED WHEN ESTABLISHING THE WHEN ESTABLISHING THE WHEN ESTABLISHING THE ESTABLISHING THE ESTABLISHING THE THE THE LIMITS OF THE WORK ZONE TO INSURE MAXIMUM OF THE WORK ZONE TO INSURE MAXIMUM OF THE WORK ZONE TO INSURE MAXIMUM THE WORK ZONE TO INSURE MAXIMUM THE WORK ZONE TO INSURE MAXIMUM WORK ZONE TO INSURE MAXIMUM WORK ZONE TO INSURE MAXIMUM ZONE TO INSURE MAXIMUM ZONE TO INSURE MAXIMUM TO INSURE MAXIMUM TO INSURE MAXIMUM INSURE MAXIMUM INSURE MAXIMUM MAXIMUM MAXIMUM POSSIBLE SIGHT DISTANCE IN…

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