ATTACHMENT 4.0.1 · LETTER OF SUBMITTAL CHECKLIST AND CONTENTS 1 of 2 Offerors shall furnish a copy of this Letter of Submittal Checklist, with the page references added, with the

ATTACHMENT 4.0.1.1

I-95 Safety Improvements at Route 3

LETTER OF SUBMITTAL CHECKLIST AND CONTENTS

1 of 2

Offerors shall furnish a copy of this Letter of Submittal Checklist, with the page references added, with the Letter of Submittal.

Letter of Submittal Component Form (if any) RFP Part 1

Cross Reference Page

Reference

Letter of Submittal Checklist and Contents Attachment 4.0.1.1 Section 4.0.1.1 Front of the

Letter of Submittal

Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.4 (Form

C-78-RFP) Sections 3.4; 4.0.1.1 Front of the

Letter of Submittal

Letter of Submittal NA Sections 4.1 1-2

Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 1

Offeror’s full legal name and address NA Section 4.1.1 1

Authorized representative’s original signature NA Section 4.1.1 1

Declaration of intent NA Section 4.1.2 1

120 day declaration NA Section 4.1.3 1

Point of Contact information NA Section 4.1.4 1

Principal Officer information NA Section 4.1.5 1

Offeror’s Corporate Structure NA Section 4.1.6 2

Full Legal Name of Lead Contractor, Lead Designer, and QAM NA Section 4.1.7 2

Offeror’s VDOT prequalification information NA Section 4.1.8 2

DBE statement confirming Offeror is committed to achieving the required DBE goal NA Section 4.1.9 2

Final Completion Date NA Section 4.1.10 2

ATTACHMENT 4.0.1.1

I-95 Safety Improvements at Route 3

LETTER OF SUBMITTAL CHECKLIST AND CONTENTS

2 of 2

Letter of Submittal Component Form (if any) RFP Part 1

Cross Reference Page

Reference

Attachments to the Letter of Submittal NA Section 4.2

Affiliated and/ or Subsidiary Companies Attachment 4.2.1 Section 4.2.1 Attachment 4.2.1 Tab

Certification Regarding Debarment Forms Attachment 4.2.2(a)

Attachment 4.2.2(b) Section 4.2.2

Attachment 4.2.2 Tab

Offeror’s VDOT prequalification information NA Section 4.2.3

Offeror’s VDOT

Prequalification Information

Tab Evidence of obtaining bonding NA Section 4.2.4 Surety Letter

Tab Full size copies of DPOR licenses and SCC registrations NA Section 4.2.5 Attachment

4.2.5 Tab SCC registration information - businesses Attachment 4.2.5 Section 4.2.5.1 Attachment

4.2.5 Tab DPOR registration information - businesses Attachment 4.2.5 Section 4.2.5.2 Attachment

4.2.5 Tab Lead Contractor Work History Form Attachment 4.2.6(a) Section 4.2.6 Attachment

4.2.6(a) Tab Lead Designer Work History Form Attachment 4.2.6(b) Section 4.2.6 Attachment

4.2.6(b)Tab Conceptual Roadway Plans

NA Section 4.2.7 Conceptual

Roadway Plans Tab

January 4, 2017 Mr. Stephen D. Kindy, P.E. Commonwealth of Virginia Department of Transportation (VDOT) Central Office Mail Center Loading Dock Entrance 1401 E. Broad Street Richmond, Virginia 23219

Re: Letter of Submittal I-95 Safety Improvements at Route 3 City of Fredericksburg, VA State Project No. 0095-111-278 Federal Project No. OC-095-2(535) Contract ID Number: C00107715DB91

Dear Mr. Kindy: Wagman Heavy Civil, Inc. (Wagman) is pleased to submit one (1) original paper version of our Letter of Submittal, with full supporting documentation, which bear original signatures; one (1) Price Proposal and one (1) CD-ROM containing the entire Letter of Submittal along with attachments in a single cohesive Adobe PDF file to the Virginia Department of Transportation (VDOT) to provide Design-Build (D-B) services for the I-95 Safety Improvements at Route 3 Project in the City of Fredericksburg, Virginia. We have carefully reviewed the Request for Proposals (RFP), attended the Pre-Proposal and Utility Meeting, and visited the project site. We acknowledge the receipt of Addendum #1 dated October 14, 2016; Addendum #2 dated November 10, 2016; Addendum #3 dated December 2, 2016; Addendum #4 dated December 5, 2016; and Addendum #5 dated December 14, 2016. The following items are responses to the Letter of Submittal criteria as referenced in Section 4.1 of the Request for Proposal: 4.1.2 Offeror’s Intent Wagman intends to enter into a contract with VDOT for the Project in accordance with the terms of this RFP. 4.1.3 Declaration of Proposal Wagman declares that the offer represented by the Technical and Price proposals will remain in full force and effect beginning on January 4, 2017 and for one hundred twenty (120) days thereafter. 4.1.4 Point of Contact Mr. David W. Lyle, Vice President, Design-Build / Major Pursuits Wagman Heavy Civil, Inc. 26000 Simpson Road, North Dinwiddie, VA 23803-8943 P. 804.631.0003 | F. 804.733.6281 Email. [email protected] 4.1.5 Principal Officer for the Offeror Mr. Greg M. Andricos, PE, President/COO Wagman Heavy Civil, Inc. 3290 N. Susquehanna Trail, York, PA 17406-9754 P. 717.767.8292 | F. 717.767.5546 Email. [email protected]

Page 2 of 2

4.1.6 Offeror’s Corporate Structure Wagman is an active, registered Corporation (SCC Corp ID: F019898-8) in Virginia and will take financial responsibility for this project. A single 100% performance bond and payment bond will be provided for the total contract value and time period. There are no liability limitations on behalf of Wagman Heavy Civil, Inc. 4.1.7 Lead Contractor, Lead Designer and QAM firm for project Wagman Heavy Civil, Inc. has assembled a strong and efficient team of highly-qualified professionals with the necessary expertise to successfully meet the goals and objectives of this project. Wagman has selected Johnson, Mirmiran & Thompson (JMT) as our lead design firm to provide all engineering services for this project. Wagman and JMT have excellent reputations in the design and construction of similar projects, with proven prior experience in delivering quality D-B projects. Wagman Heavy Civil, Inc. is the Lead Contractor responsible for overall contract execution/construction and will execute the Contract with VDOT. Johnson, Mirmiran & Thompson, Inc. (JMT) is the Lead Designer and will be responsible for the overall design. Quinn Consulting Services, Inc. (QCS) is the QAM and will be responsible for the Quality Assurance. 4.1.8 VDOT Prequalification Certifications Wagman’s VDOT prequalification number is W002, and our status is active and in good standing; the prequalification and certifications are included in the Appendix. 4.19 DBE Participation Goal Wagman is committed to achieving a fourteen percent (14%) DBE participation goal for the entire value of the contract. 4.1.10 Final Completion Date Final completion date will be no later than January 11, 2019. We thank you for the opportunity to submit our Letter of Submittal. We are confident that our Design-Build Team will deliver this project for VDOT and project stakeholders in a high quality, timely, and economical manner. Very truly yours, WAGMAN HEAVY CIVIL, INC.

David W. Lyle, DBIA Vice President, Design-Build / Major Pursuits

October 4, 1956

3

4

225

To W

ash., D.C.

40

35

30

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

5

6

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY

1

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

*See Plan and Profile Sheets for horizontal and vertical curve data speeds.

Design Vehicle: AASHTO 2011 WB-67

CITY OF FREDERICKSBURG

0095-111-278

SCALE

0

Stafford County Population 128,961 (2010 Census)

PE-101

C-501

RW-201

OC-095-2(535) 107715

107715

1000 107715

PENG

ROWA

PRELIM. ENGR.

RIGHT OF WAY

CONSTRUCTION

GEOPAK Computer Identification No. 107715

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING

Rte 3

To Richmond

25

20

Cowan Boulevard

Carl Silver P

arkw

ay

45

50

DESCRIPTION REFERENCE:

Byrd

Holloway, P.E. (540) 374-3

367 (F

RE

DRIC

KS

BU

RG

DIS

TRIC

T)

600 1,200

Cell Revised 12/11/12

COUNTY LINECITY,TOWN OR VILLAGERIGHT OF WAY LINEFENCE LINEUNFENCED PROPERTY LINEFENCED PROPERTY LINEWATER LINESANITARY SEWER LINEGAS LINEELECTRIC UNDERGROUND CABLETRAVELED WAYGUARD RAILRETAINING WALLRAILROADSBASE OR SURVEY LINE

LEVEE OR EMBANKMENTBRIDGESCULVERTSDROP INLETPOWER POLESTELEPHONE OR TELEGRAPH POLESTELEPHONE OR TELEGRAPH LINESHEDGETREESHEAVY WOODSGROUND ELEVATIONGRADE ELEVATION

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

VIGNIA

SIC SE PER TYRANNI

4:17:16 PM

d107715001.dgn

FOR INDEX OF SHEETS SEE SHEET 1B

SU

RV

EY

ED

BY,

DA

TE

DE

SIG

N

BY

SU

BS

UR

FA

CE

UTILIT

Y

BY,

DA

TE

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

PROJECT SHEET NO.

R I

MS

SHEET

NO.

COMMONWEALTH OF VIRGINIA

Copyright 2016, Commonwealth of Virginia

d107715001.dgn

Plotted By: rslabach

1P

ROJE

CT

MA

NA

GE

R

SECTION NUMBERS)

BELOW FOR

(SEE TABULATION OC-095-2( )

Population 24,286 (2010 Census, Fredericksburg)

INTERSTATE 95

7

CLASSIFICATION

FUNCTIONAL

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

DHV

V (MPH)

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

I-95 ROUTE 3

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

ADT (2014)

GS-5

70 MPH

Freeway-Divided-Rolling

Urban Principal Arterial-

TC 5.11R

*

*

CLASSIFICATION

FUNCTIONAL

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

DHV

V (MPH)

D (%) (design hour)

T (%) (design hour)

ADT (2014)

TC-5.11R

GS-R

Undivided-Rolling

Interchange Ramp-

Undivided-Rolling

Interchange Ramp-

*TC-5.11R

GS-R

5% 5%

30 MPH

4%

45 MPH

GS-5

*TC 5.11ULS

5%

18,900

90,093 60,590

25 MPH

Rte 3

To: Carl Silver Parkway

From: I-95 Bridge

To: Gateway Blvd

From: I-95 Bridge

I-95

I-95

I-95 RAMPS

1

I-95 North of Route 3 I-95 South of Route 3

19,176

8,847 1

2

2

310

305

305

300

220

215

210

150

145

14013

513012

5

120

115

110

105

65

60

55

15

20

25

10

TO WB RTE. 3 (Ramp B)SB I-95 OFF RAMP

TO WB RTE. 3 (Ramp B)

SB I-95 OFF RAMP

Slip Ramp B

RTE. 3 (Loop A)NB I-95 TO EB

(Ramp A)FROM EB RTE. 3NB I-95 ON RAMP

Ramp A Connector

TO EB RTE. 3 (Ramp D)NB I-95 OFF RAMP

95

Ric

e

&

Associates

Accu

mark, 3/18/16

STA. 50+17.08 ROUTE 3 CONSTR. BASELINESTA. 96+05.42 I-95 NBL CONSTR. BASELINE

Sta. 9

0+0

0.0

0

NB

L Constr. B

L

0095-111-278, PE-101, RW-201, & C-501

Project Lengths are based on Northbound I-95 Mainline Construction Baseline.

FROM: 0.115 MILES SOUTH OF INT. ROUTE 3

TO: 1.220 MILES NORTH OF INT. ROUTE 3

FROM: 0.115 MILES SOUTH OF INT. ROUTE 3TO: 1.220 MILES NORTH OF INT. ROUTE 3

Plot @ 600

Gateway Blvd

0095-111-27

8,

(NFO)0095-111-278

ADT (2038)

ADT (2038)

30,100

2,400

40,100

3,200

N/A N/A

143,400 115,062

205,000 165,900 107,000 75,800

16,400 13,600 8,600 6,100

60/40 60/40 60/40 55/45

15% 15%NB I-95 (Loop D)

EB RTE. 3 TO

8

4B

155

160

165

100

7050.00

9

10

Fall H

ill Avenue

170

175

NB

L Constr. B

L

Sta. 160+5

0.0

0

7050.00 1.335

7050.00 1.335 7050.00 1.335

7050.00 1.335

7050.00 1.335

By Resolution of Commonwealth Transportation

Board dated LIMITED ACCESS HIGHWAY



1.335

FROM EB RTE. 3(Ramp A, Loop D)

NB I-95 ON RAMP

10

15

Loop B

Undivided-Rolling

Interchange Ramp-

TC-5.11R

GS-R

25 MPH

N/A

FROM WB RTE 3 (LOOP B)

SB I-95 ON LOOP

*

3,900

5,800

460

5%

Divided-Rolling

Other Urban Principal Arterial (Other)

OC-095-2(535)

OC-095-2(535)

MIN. VERTICAL CLEARANCE 16'-6" 16'-6" 16'-6"

MIN. VERTICAL CLEARANCE 16'-6" 16'-6"

*See Plan and Profile Sheets for horizontal and vertical curve data speeds.

Design Vehicle: AASHTO 2011 WB-67

FHWA 534 DATA 31103

CONCEPTUAL PLANS

Johnson, Mir

miran

&

Tho

mpson (8

04) 323-9

900

CONCEPTUAL PLANS

DESIGN-BUILD

3

4B

5

6

7

INDEX OF SHEETS

TITLE SHEET

1

DESCRIPTIONSHEET NO.

STATIONS

1B INDEX OF SHEETS

4

C-501

0095-111-278, RW-2011B95

1B

2B - 2S

Accumark, 3/18/16

Rice & Associates

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d107715001b.dgn

Plotted By: rslabach4:17:18 PM

d107715001b.dgn

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

PROJECT MANAGER

I-95, RAMP A & RAMP B PLAN SHEET

I-95 PLAN SHEET

0095-111-278,

By Resolution of Highway Commission

dated LIMITED ACCESS HIGHWAY

October 4, 1956

I-95 NBL PLAN SHEET

10 I-95 PLAN SHEET

Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)

Jason Henry, P.E., Central Office, (804)786-5975



8 I-95 PLAN SHEET

9 I-95 PLAN SHEET

ROUTE 3 & SLIP RAMP B PLAN SHEET

ROUTE 3, RAMP A & RAMP A CONNECTOR

1G DESIGN CRITERIA TABLE

2T CROSS SLOPES

CONCEPTUAL PLANS

TYPICAL SECTIONS2U - 2V

I-95 PLAN SHEET

I-95 PLAN SHEET

I-95 PLAN SHEET

156+00.00 TO 171+00.00 (NBL)

142+00.00 TO 156+00.00 (NBL)

127+00.00 TO 142+00.00 (NBL)

112+00.00 TO 127+00.00 (NBL)

STATIONS

8 OPT. 1

9 OPT. 1

PLAN SHEETS

PLAN SHEETS

OPTION 1

10 OPT. 1

TYPICAL SECTIONS (2P NOT USED)

53+00.00 TO 66+44.29 (RTE. 3), 10+00.00 TO 17+50.00 (RAMP A) & 11+75.00 TO 14+25.53 (RAMP A CONNECTOR)

156+00.00 TO 171+00.00 (NBL)

142+00.00 TO 156+00.00 (NBL)

127+00.00 TO 142+00.00 (NBL)

103+50.00 TO 112+00.00 (I-95 NBL), 17+50.00 TO 25+50.00 (RAMP A) & 206+76.83 TO 216+00.00 (RAMP B)

25+00+00 TO 38+00.00 (Rt. 3) AND 306+00.00 TO 310+45.99 (SLIP RAMP B)

87+50.00 TO 95+00.00 (I-95 NBL)

ROUTE 3, RAMP B, SLIP RAMP B, & LOOP B PLAN SHEET 38+00.00 TO 53+00.00 (Rt. 3), 216+00.00 TO 224+67.74 (RAMP B), 302+18.65 TO 306+00.00 (SLIP RAMP B), & 10+00.00 TO 15+50.00 (LOOP B)

NOISE BARRIER LOCATIONS - SHOWN ON TYPICAL SECTIONS AND PLAN SHEETS8.

CROSS SLOPES - SHOWN ON TYPICAL SECTIONS AND SHEET 2T7.

MINIMUM PAVEMENT SECTIONS - SHOWN ON TYPICAL SECTIONS6.

MEDIAN WIDTHS - SHOWN ON TYPICAL SECTIONS5.

AREAS OF OBSCURING ROADWAY - SHOWN ON PLAN SHEETS4.

AREAS OF PAVEMENT DEMOLITION - SHOWN ON PLAN SHEETS3.

SHOULDER WIDTHS - SHOWN ON TYPICAL SECTIONS2.

LANE WIDTHS - SHOWN ON TYPICAL SECTIONS1.

RFP. AS REQUESTED IN SECTION 4.2.7, THE CONCEPTUAL PLANS IDENTIFY:

THE CONCEPTUAL PLANS MEET ALL THE REQUIREMENTS ESTABLISHED IN THE






RW-201,C-5010095-111-278, P-101, 1G0095

1G0095-111-278


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715001g.dgn


d107715001g.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Rice & Associates



October 4, 1956

ROADWAY ENGINEER

Richmond, Virginia

Johnson, Mirmiran & Thompson

HYDRAULIC ENGINEER

Richmond, Virginia

Johnson, Mirmiran & Thompson CONCEPTUAL PLANS


Johnson, Mirmiran & Thompson (804) 323-9900

DESIGN CRITERIA TABLE






RFP Conceptual Plans.

limits shown in the

existing/proposed right-of-way

construction are within the

on this sheet. The limits of

the Design Criteria Table shown

follow meet the requirements of

The Conceptual Road Plans that

TYPICAL SECTIONS2B

2B

BL

14'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002b.dgn


d107715002b.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278

I-95 SBL

16'

6 : 1

Clear Zone min= 30'

GS-115%Seeding Req'd.

Topsoil &

Exist Pave.

X

Station to Station X

14'12'

6 : 1

Clear Zone min= 30'


Topsoil &

4 : 1

4'

5' 5'

Exist Pave.

2%

Sta. 104+26.04 to Sta. 108+46.04 12' to 24'

Sta. 108+46.04 to Sta. 109+60.59 24.5' & Var



October 4, 1956






RW-201,C-501

0095-111-278

BL

I-95 SBL

16'

6 : 1

Clear Zone min= 30'


Topsoil &

Exist Pave.

12'

6 : 1

Clear Zone min= 30'


Topsoil &

4 : 1

4'

5' 5'

Exist Pave.

2%

Sta. 109+60.59 to Sta. 113+50.00

Station to Station

BL

2 : 1 Fill Slop

e

2 : 1 Cut Slope

2 : 1 Fill Slop

e

2 : 1 Cut Slope

RAMP B

Rice & Associates

Accumark, 3/18/16


1'

1'

14' & Var.

14' & Var.

Overlay/Build-up

Var. Width Mill &

Var. Width Mill & Overlay/Build-up

Inset A1Inset B

Inset C

NOT TO SCALE

INSET B

3

46

13

46

2

NOT TO SCALE

1

INSET A1

3

46

7

Sawcut

1'

1

2

3

4

5

6

7

Pavement Legend

Concrete Type, SM 12.5E

Mill 2" and replaced with 220 lbs/SY Asphalt

8 inches Aggregate Base Material, Type I, 21B

6 inches Asphalt Concrete Type, BM 25.0A


220 lbs/SY Asphalt Concrete Type, IM-19.0D

220 lbs/SY Asphalt Concrete Type, SM 12.5A

220 lbs/SY Asphalt Concrete Type, SM 12.5E

CONCEPTUAL PLANS


NOT TO SCALE

INSET C

3

46

73

4

6

2

Sawcut

1'

1

Shoulder

12'

Shoulder

12'

Shoulder

12' & Var.

Shoulder

12' & Var.

TYPICAL SECTIONS2C

2C

95

0095-111-278

GS-11 5%6 : 1

5'5'

Seeding Req'd.Topsoil &

BL

GradePoint of Finished

Sta. 206+76.83 to Sta. 207+87.91

4.5 % and Var.

14' 10'



October 4, 1956

RW-201,C-501

0095-111-278

LineCrown

Clear Zone min= 20'

0.50%

I-95SBL

GS-11 5%6 : 1

5'5'


BL


Sta. 207+87.91 to Sta. 209+75.00

7.5 % and Var.

10'

LineCrown

Clear Zone min= 20'

6 : 1

10'

5' 5'


6'

0.50% & VarPave.Match

Var.

Var.

Var to 36.5'

Clear Zone min= 20'24' Min.

14' & Var.

GS-115%6 : 1

5'5'


BL


Sta. 209+75.00 to Sta. 212+07.91

7.5 % and Var.

10'

LineCrown

Clear Zone min= 20'

6 : 1

10'

5' 5'


8'

0.50% & VarPave.Match

Var.

Clear Zone min= 20'24' Min.

14' - 10'

1'1'

1'

1'

1'

1'

2 : 1 C

ut Slo

pe

2 : 1 C

ut Slo

pe

2 : 1 C

ut Slo

pe2 : 1 Cut Slope

2 : 1 Cut Slope

6 : 1 Fill Slope 6 : 1 Fill Slope

6 : 1 Fill Slope6 : 1 Fill Slope

6 : 1 Fill Slope

Ramp B

Ramp B

Ramp B

Rice & Associates

Accumark, 3/18/16

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002c.dgn


d107715002c.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Var. from 209+75.00 to 210+00.00*

**

Station to Station

Station to Station

Station to Station





Inset D1Inset E1Inset E2

Inset E2 Inset E1 Inset D1Inset D2

Inset D1Inset E1Inset F2

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

INSET D1

3

56

1 3

56

2

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

12' & Var

Lane

12' & Var

Lane

12' & Var

Lane

12' & Var

Lane

12' & Var

Lane

12' & Var

Shoulder

12' & Var.

Shoulder

4'

Shoulder

6'

Shoulder

12' - 8'

NOT TO SCALE

INSET D2

3

56

13

56

2

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'

Shoulder

12'

NOT TO SCALE

2

INSET F2

3

56

7

Sawcut

1'

TYPICAL SECTIONS2D

2D

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

GS-115%6 : 1

5'5'


BL


Sta. 212+07.91 to Sta. 219+89.74

2.0 % and Var.

10'

Clear Zone min= 20'

6 : 1

10'

5' 5'


8'

Pave.Match

Clear Zone min= 20'

1'1'

2 : 1 Cut Slope

6 : 1 Fill Slope

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

10'


2 : 1

Fill sl

ope

9'

Pave.Match

GS-115%6 : 1

5'5'


BL


Sta. 219+89.74 to Sta. 222+02.52

2.0 % and Var.

10'

Clear Zone min= 16'


9'

1'2 : 1 Fill Slop

e 2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

10'

GS-115%

1'

*

BL

from sta. 218+25 to sta. 218+50.83Transition shoulder slope from match proposed pavement to -5% (St'd GS-11)

Ramp B

Ramp B

Slip Ramp B

Rice & Associates

Accumark, 3/18/16

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002d.dgn


d107715002d.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Station to Station

Station to Station

0' - 36'

St'd MC-4

St'd MC-4


Overlay/Build-up

Var. Width Mill &

Inset D1Inset E1Inset F2

Inset D1

Inset E1

Inset E2Inset D2

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

12' & Var

Lane

12' & Var

Shoulder

6'

Shoulder

6'Shoulder

8'

*Shoulder

6'

Shoulder

8'

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

INSET D2

3

56

13

56

2

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'

NOT TO SCALE

2

INSET F2

3

56

7

Sawcut

1'

(218+75 to 222+25)

Mod. Slopes

Lanes

12' & Var

0' - 24' 0' - 24'

**

**36' of proposed pavement to include 3 12' lanes

TYPICAL SECTIONS2E

2E

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002e.dgn


d107715002e.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

GS-11 5%6 : 1

5'5'


BL


Sta. 222+02.52 to Sta. 224+67.74

4.0 % and Var.

10'

Clear Zone min= 16'

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

10'

5' 5'


6'

2 : 1 Cut Slope GS-115%

6'

Clear Zone min= 16'


9'

2 : 1 Fill Slop

e

GS-115%

Ramp B

Rice & Associates

Accumark, 3/18/16

Station to Station

St'd MC-4


Inset D2 Inset D1

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

12'

Lane

12'

Lane

12'

Shoulder

6'

Shoulder

4'

Shoulder

8'

(218+75 to 222+25)

Mod. Slopes

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

INSET D2

3

56

13

56

2


GS-11 5%6 : 1

5'5'




10' 10'6'

Sta. 302+18.65 to Sta. 306+23.16

GS-115%

BLGradePoint of Finished

Sta. 306+23.16 to Sta. 308+67.52

2 % and Var.

6.3 % and Var.

TYPICAL SECTIONS2F

2F

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002f.dgn


d107715002f.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

2 : 1 C

ut Slo

pe

Clear Zone min= 14'

6 : 1 Fill Slope

Clear Zone min= 14'

(See Plans)St'd MS-1

Slip Ramp B

Rice & Associates

Accumark, 3/18/16

Station to Station

Station to Station


GS-11 5%


13'

6 : 1 Fill Slope

BL

Slip Ramp B

Pavement

Rte. 3

Exist 1'


Prop Retaining Wall

BL


Sta. 308+67.52 to Sta. 310+45.99

2 % and Var.

Slip Ramp B

Station to Station

Pavement

Rte. 3

Exist 1'

Var. Var.



Match Pave. Slope Match Pave. Slope


Prop Retaining Wall

Match Pave. Slope


Prop Retaining Wall

Inset D2 Inset D1

Inset G1 Inset G1Inset H


Inset H

NOT TO SCALE

INSET G1

13

56

St'd. MS-1

NOT TO SCALE

INSET H

3

5

1

Sawcut

1'6

St'd. MS-1

NOT TO SCALE

INSET D1

3

56

1 3

56

2

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Inset D1 Inset D1

Lane

16'

Lane

Var. to 13'

Lane

13'

Shoulder

10'

Shoulder

10'

Shoulder

8'

Shoulder

4'

Shoulder

10'

Shoulder

10'

6:1 & Var

NOT TO SCALE

INSET D2

3

56

13

56

2

TYPICAL SECTIONS2G

2G

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002g.dgn


d107715002g.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BL

Rte. 3

Match Exist.

0.58' 3'

Fill Slope

2 : 1 & Var.

2'

1'

WBL Rte. 3 EBL Rte. 3

1'1'

12' 1'

23' & Var.

Turn Lane

Sta. 29+40.84 to Sta. 30+46.59

Match Exist.

4' Var.

1'

2 % 2 %

BL

Rte. 3

Match Exist.Fill Slope

4 : 1 & Var.

6'

EBL Rte. 3

1'

0' -12'

Turn Lane

Sta. 33+30.00 to Sta. 35+79.16

GS-11

5%

Rice & Associates

Accumark, 3/18/16

= 4.58'

Offset

Lateral

Station to Station

Station to Station




77'

2'

1'

12' 1'


Match Exist.

2'

25'


Prop Retaining Wall

Match Exist.

0.58' 3'

Fill Slope

2 : 1 & Var.

2'

1'


1'1'

1' Turn Lane

Sta. 30+46.59 to Sta. 33+30.00

Match Exist.2 %

Station to Station 77'

2'

BL

Rte. 3

2.5'

25'


Prop Retaining Wall

2'

WBL Rte. 3

1'

1'

Match Exist.

77'25'


Prop Retaining Wall

12'

12'

2'

Var.

10' & Var.

(See Plans)Flexible Post Delineators

St'd MS-1 with


St'd MS-1 with

Var. Width Mill & Overlay



& Overlay

Var. Width Mill

Inset E2

Inset E2Inset I

ST'D. CG-6

Inset J Inset E1

Inset K

Inset KInset E1

Inset G2


St'd MS-1 with

Inset G2Inset E1

Inset D1

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

INSET J

7St'd. MS-1

NOT TO SCALE

INSET K

1 3

56

Req'd.

Std. CG-3

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Lane

11'

Shoulder

4'

Shoulder

10'

Lane

12'

Lane

12'

Shoulder

10'

NOT TO SCALE

INSET G2

1 3

56

St'd. MS-1

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'

1Req'd.

Std. CG-6

NOT TO SCALE

5

INSET I

3

6

1'

See Slip Ramp B Typical from Sta. 33+50.00 Ahead

TYPICAL SECTIONS2H

2H

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002h.dgn


d107715002h.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BL

Rte. 3


Sta. 35+79.16 to Sta. 38+00.00

Rice & Associates

Accumark, 3/18/16

Station to Station


77'

BL

Rte. 3


Station to Station

77'

Sta. 38+00.00 to Sta. 40+50.00

1'

GS-115%


10'10'

6 : 1

5' 5'

2 : 1 Cut Slope

Var.

BL

Rte. 3


Station to Station

Sta. 40+50.00 to Sta. 43+49.12

1'

GS-115%


10'10'

6 : 1

5' 5'

2 : 1 Cut Slope

12' - 24'

St'd MS-1

BLWBL Rte. 3 EBL Rte. 3

Sta. 43+49.12 to Sta. 46+92.98

Station to Station

Rte. 3

Sta. 40+75.00 to Sta. 46+64.52

Station to Station

Loop B

Ramp BSlip




Var. Width Mill & Overlay Var. Width Mill & Overlay (2 Lanes)

Inset L

Inset D2

Inset G2

Inset E2

Inset E2

Inset R

St'd SI-2

Inset D2

Inset L Inset L NOT TO SCALE

INSET L

7

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Shoulder

8'

Shoulder

8'

NOT TO SCALE

INSET D2

3

56

13

56

2

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'

NOT TO SCALE

INSET G2

1 3

56

St'd. MS-1

from Sta. 33+50.00 Ahead

See Slip Ramp B Typical

Inset L

Inset L

NOT TO SCALE

INSET R

1 3

56

St'd. SI-2

TYPICAL SECTIONS2i

2i

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002i.dgn


d107715002i.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

GS-11 5%6 : 1

5'5'



10'

6 : 1

10'


6'

Clear Zone min= 20'

1'

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

10'

1'

GS-115%

9'


Topsoil &

2 : 1

Fill sl

ope

Clear Zone min= 20

GS-11 5%


13'

2: 1 Fill Slope

2 : 1

Fill sl

ope

6 : 1

14'


6'

Clear Zone min= 20'

GS-115%

Ramp A

Rice & Associates

Accumark, 3/18/16

2 : 1 C

ut Slo

pe

5' 5'

2 : 1 Cut Slope4 : 1

X

Sta. 10+57.73 to Sta. 15+20.00 20'


Sta. 15+20.00 to Sta. 21+20.00 20' - 12.7'

Sta. 21+20.00 to Sta. 23+25.00 12.7'

GS-11 5%6 : 1

5'5'


BL

1'

2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

Ramp A

Station to Station

Sta. 23+25.00 to Sta. 25+50.00

16' & Var.

BL

1'

Ramp A

Match Exist

Station to Station

Sta. 25+50.00 to Sta. 26+10.13

Var. Var.


12'14'

Clear Zone min= 30'

4 : 1

4'

Transition Shoulder From 22+25 to 23+25

GS-11 5%6 : 1

5'5'


2 : 1 C

ut Slo

pe

6 : 1 Fill Slope

12'14'

Clear Zone min= 30'

4 : 1

4'



4'

Overlay/Build-up

0' - Var. Width Mill &

Overlay/Build-up

Var. Width Mill &

Overlay

Var. Width Mill &

Inset E1 Inset D1

Inset D1

of Pavement)(Outside EdgeMatch Exist Inset E1 Inset D1Inset E1

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

12.7'

Lane

12.7'

1 - 16' lane and 1 - 12.7' lane

3 - 12' lanes tapering to 1 - 16' lane and 1 - 12.7' lane

3 - 12' lanes

Shoulder

12'

Shoulder

12'

Shoulder

4'

Shoulder

6'

Shoulder

10'

Shoulder

4'

Shoulder

8'

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

INSET N2

3

56

73

5

6

2

Sawcut

1'

1

Inset N2

St'd MC-4

St'd MC-4

8.0 % and Var.

GS-115% Seeding Req'd.Topsoil &

2: 1 Fill Slope


13'

Sta. 12+23.00 to Sta. 14+25.53

3.0 %

Var.

TYPICAL SECTIONS2J

2J

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002j.dgn


d107715002j.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BL

Rte. 3


1'

Sta. 10+74.29 to Sta. 15+50.06

BL

LaneTurn

32.5'


Match Exist.2 %

1'1'

1'

Sta. 51+35.00 to Sta. 52+24.29

24.75'

BL

Rte. 3

WBL Rte. 3

BL

5.75' & Var.

LaneTurn

2 %

9'

GS-115%


11'(See Plans)

Var.

Var.

8' &

Var.

6' &

EBL Rte. 351+50 to 52+25)

(Transition from

Match Exist.

Rice & Associates

Accumark, 3/18/16

Ramp A Connector

Sta. 51+00.42 to Sta. 51+35.00 (Mill And Replace Exist pavement EBL Rte. 3)

Station to Station

Station to Station

Station to Station

GS-115%


2: 1 Fill Slope


13'

Sta. 11+75.00 to Sta. 12+23.00

3.0 %

Var.

Ramp A Connector

Station to Station

1.5 % & Var.

St'd MC-4 St'd MC-4


Match Exist.

St'd MC-4

1'

WBL Rte. 3

4'

5%

& Var.

5.75'

GS-115%

1'

Match Exist.

(See Plans Begin at 11+35)St'd MS-1A

Crown LineApproximate Existing


Overlay/Build-up

Var. Width Mill &

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Inset F1 Inset D1

Inset E2

Inset D2

Inset M

Inset E2

NOT TO SCALE

INSET M

13

56

St'd. MS-1A

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Inset Q

NOT TO SCALE

INSET Q

35

1

Sawcut

1'6

Lane

13'

Shoulder

10'

Shoulder

10'

NOT TO SCALE

2

INSET F1

3

5 6

7

Sawcut

1'

6 : 1 & Var.6 : 1 & Var.

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'

NOT TO SCALE

INSET D2

3

56

13

56

2

NOT TO SCALE

INSET D1

3

56

1 3

56

2

BL

Rte. 3


1'

Sta. 15+50.16 to Sta. 16+30.33

BL

LaneTurn

32.5'


2 %

1'1'

(See Plans)St'd MS-1A

TYPICAL SECTIONS2K

2K

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002k.dgn


d107715002k.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BL

Rte. 3


1'

Sta. 16+30.33 to Sta. 17+53.88

BL

LaneTurn

32.5'


1'

Var.

Var.

31'

31'

Rice & Associates

Accumark, 3/18/16

Station to Station

Station to Station


1.5 % & Var.

*

*Turn Lane baseline transitions to left of Rte. 3 Baseline



Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

& Overlay

Var. Width MillOverlay/Build-up

Var. Width Mill &

Overlay/Build-up

Var. Width Mill &

& Overlay

Var. Width Mill

Inset E2

Inset M

Inset E1

Inset E1 Inset E2

NOT TO SCALE

INSET M

13

56

St'd. MS-1A

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

13'

Transition

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

1

INSET E2

3

56

7

Sawcut

1'



TYPICAL SECTIONS2L

2L

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002l.dgn


d107715002l.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BL

Rte. 3


BL

1'

Match Exist.

LaneTurn

GS-11 5%


13'

2 : 1 Fill slope

48'

Sta. 52+50.00 to Sta. 53+50.00

BL

Rte. 3


BL

LaneTurn

GS-11 5% Seeding Req'd.Topsoil &

13'

2 : 1 Fill slope

1'

GS-11 5%


10'

Clear Zone min= 20

Match Exist.

Sta. 53+50.00 to Sta. 54+55.00

Var.

5.75'

5.75'

Rice & Associates

Accumark, 3/18/16

(See Turn Lane Typical)


Station to Station

Station to Station

St'd MC-4

St'd MC-4


67.75'

67.75'

12'2'

2' 60'



Inset N1

Inset E1 Inset D1

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Shoulder

10'

Shoulder

10'

Shoulder

8'

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

6 : 1 & Var.

NOT TO SCALE

INSET N1

3

56

7 3

5

6

2

Sawcut

1'

1

TYPICAL SECTIONSVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002m.dgn


d107715002m.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

BLWBL Rte. 3

EBL Rte. 3

BL

Match Exist.

1'

GS-11 5%


10'

Clear Zone min= 20

Match Exist.

Var.

LaneTurn

Rte. 3

Var.

(See Plans)

Var.

WBL Rte. 3

BL

Rte. 3

1'Min.

1'

32.5'

(see Plans)

Var.

31'

GS-11 5%


10'

6 : 1 5% GS-11

10'

6 : 1 59+25 to 60+00)

(Transation from

Var. Slope

59+00 to 60+00)

(Transation from

Var. Slope

Accumark, 3/18/16

Rice & Associates


Station to Station


2M

2M

Sta. 54+55.00 to Sta. 60+00.00

St'd MC-4

WBL Rte. 3

BL

Rte. 3

1'

5%


6 : 1

St'd MC-4

Station to Station

Sta. 60+00.00 to Sta. 62+55.00

8'

WBL Rte. 3

BL

Rte. 3

Station to Station

Sta. 60+75.00 to Sta. 66+44.29

Sta. 59+00.00 to Sta. 60+00.00

Station to Station

& Overlay

Var Width Mill

Overlay/Build-up


Var. Width Mill &

& Overlay

Var Width Mill

& Overlay

Var. Width Mill

Overlay (End Full width 60+75.00)

Var Width Mill &

Inset N1 Inset N2

Inset E1 Inset D1

Inset LInset L

NOT TO SCALE

INSET D1

3

56

1 3

56

2

NOT TO SCALE

1

INSET E1

3

5 6

7

Sawcut

1'

NOT TO SCALE

INSET L

7

NOT TO SCALE

INSET N2

3

56

73

5

6

2

Sawcut

1'

1

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANSJohnson, Mirmiran & Thompson (804) 323-9900

Shoulder

4'Shoulder

5'

Shoulder

8'

Shoulder

5'Var Width Mill & Overlay

6 : 1 & Var.

NOT TO SCALE

INSET N1

3

56

7 3

5

6

2

Sawcut

1'

1

NOT TO SCALE

2

INSET F1

3

5 6

7

Sawcut

1'

Inset F1

TYPICAL SECTIONS2N

2N

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002n.dgn


d107715002n.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


BL

14'

I-95 NBL

Clear Zone min= 30'

GS-11 5%


Exist Pave.

Match Exist

1'

X

6 : 1 4 : 1

5'5'

2 : 1 C

ut Slo

pe

12' 4'

BL

14'

I-95 NBL

Clear Zone min= 30'

GS-11 5%


Exist Pave.Exist Pave.

Match Exist

1'

6 : 1 4 : 1

5'5'

2 : 1 C

ut Slo

pe

12' 4'

BL

Ramp A

Station to Station

Sta. 112+34.81 to Sta. 115+00.00


36.7'

Exist Pave.

Sta. 115+00.00 to Sta. 117+50.00 36.7

Sta. 117+50.00 to Sta. 125+90.00 36.7' - 25.8'

14'

Clear Zone min= 30'

GS-11 5%


6 : 1

16'

4 : 1



24'

Inset BInset P

Inset P Inset B

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


NOT TO SCALE

INSET P

34

1

Sawcut

1'6

Lane

12.7'Shoulder

12'

Shoulder

12'

Shoulder

12'

NOT TO SCALE

3

46

1 3

46

2

INSET B

TYPICAL SECTIONSVA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002o.dgn


d107715002o.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16

GS-11 5% Seeding Req'd.Topsoil &

2 : 1 Fill Slope

Req'd.

Pier Protection System

BL

14'

I-95 NBL

Clear Zone min= 30'

GS-11 5%


Exist Pave.

Match Exist

1'

6 : 1 4 : 1

5'5'

2 : 1 C

ut Slo

pe

12' 4'


Exist Pave.

17'

GS-11 5%Seeding Req'd.

Topsoil &

6 : 1 4 : 1

5'5'

2 : 1 C

ut Slo

pe

12' 4'

St'd MC-4

17'

GS-11 5%

St'd MC-4


2 : 1 Fill slope

2-O

2-O



Sta. 125+90.00 to Sta. 134+50.00

Station to Station

Inset P Inset B

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


NOT TO SCALE

INSET P

34

1

Sawcut

1'6

6 : 1


GS-11 5%

14' 16'

2 : 1

Shoulder

12'

Shoulder

14'

Shoulder

14'

Shoulder

14'

Shoulder

12'

NOT TO SCALE

3

46

1 3

46

2

INSET B

Sta. 134+50.00 to Sta. 137+50.00

25.8'

X

X

25.8' - 11.3'

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 2R

2R

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002r.dgn


d107715002r.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE TYPICAL SECTIONSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)

Rice & Associates

Accumark, 3/18/16

GS-11 5%


BL


6 : 1


9'

Clear Zone min= 16'

1'

10'

1'

Loop B

Clear Zone min= 16'

Sta. 10+000 to Sta. 13+00.00

Station to Station

Pavement SlopeMatch

6 : 1


9'

SlopePavement

Match

SlopeExist.Match

1'

6 : 1


9'

1'

Station to Station

Sta. 13+00.00 to Sta. 14+25.00

6 : 1 3 : 1 3 :

1

5'5'

6'

Seeding Req'd.Topsoil &BL

Loop B

Station to Station

6 : 1

3 : 1

5'5'

Sta. 13+00.00 to Sta. 15+50.00

St'd SI-2

Overlay/Build-up

Var. Width Mill &

Inset N1Inset N2

Inset M

NOT TO SCALE

INSET M

13

56

St'd. MS-1A

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

18' & Var.

Shoulder

6'

6'

NOT TO SCALE

INSET N1

3

56

7 3

5

6

2

Sawcut

1'

1

NOT TO SCALE

INSET N2

3

56

73

5

6

2

Sawcut

1'

1

St'd MC-4

St'd MC-4

Shoulder

6'Shoulder

8'

6'

Shoulder

4'

Shoulder

6'

6.8 % & Var.

BL

14'

I-95 NBL

Clear Zone min= 30'


Topsoil &


Match Exist

Station to Station

Sta. 90+00.00 to Sta. 91+50.00

6 : 1 & Var.

BL

14'

I-95 NBL

Clear Zone min= 30'


Topsoil &


Match Exist

Station to Station

Sta. 91+50.00 to Sta. 93+00.00

6 : 1 & Var.

1'

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 2S

2S

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002s.dgn


d107715002s.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Rice & Associates

Accumark, 3/18/16

& Overlay

Var Width Mill

Overlay/Build-up

Mill &

Inset L

Inset P Inset B

NOT TO SCALE

INSET L

7

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


Lane

0' to 12'

Lane

0' to 12'

Shoulder

12'

Shoulder

12'

NOT TO SCALE

3

46

1 3

46

2

INSET B

NOT TO SCALE

INSET P

34

1

Sawcut

1'6

2T

2T

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002t.dgn


d107715002t.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

310+45.990000 1.9700

310+25.000000 2.0000

306+98.700000 2.0000

306+12.700000 6.3000

304+17.720000 6.3000

302+18.650000 -3.6300

filler line station / slope

SLIPRPB 0.0000

SLIPRPB -16.0000

chain / offset

dependent shape

shape cluster tie = 0.0000

shape cluster profile = SLIPBPRO_2

shape cluster baseline = SLIPRPB

auto shape set

job number = 101

auto shape

co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

13+00.000000 6.6500

12+89.510000 6.8000

12+00.000000 6.8000

10+00.000000 1.7100


LOOPB 0.0000

LOOPB -18.0000

chain / offset

dependent shape


shape cluster profile = LOOPBPRO

shape cluster baseline = LOOPB

auto shape set

job number = 101

auto shape

co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

14+25.530000 2.0000

14+00.000000 3.0000

10+00.000000 3.0000


NBRAMP2 0.0000

NBRAMP2 -10.0000

chain / offset

dependent shape


shape cluster profile = NBRAMP2PRO

shape cluster baseline = NBRAMP2

auto shape set

job number = 101

auto shape

CONCEPTUAL PLANS

Ramp A

Ramp B Loop B

Ramp A Connector Slip Ramp B

Route 3 Turn Lane


match the existing cross slopes.

mainline proposed super elevations

I-95 NB, I-95 SB, and Route 3

co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

16+28.300000 -2.0000

10+74.290000 -2.0000


RTE3TL2 0.0000

RTE3TL2 -12.0000

chain / offset

dependent shape


shape cluster profile = RTE3TL2PRO

shape cluster baseline = RTE3TL2

auto shape set

job number = 101

auto shape

CROSS SLOPES

co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

23+28.160000 -7.7500

23+18.000000 -8.0000

20+60.460000 -8.0000

18+99.210000 -2.0000

10+75.000000 -2.0000


NBRAMP 0.0000

NBRAMP 10.0000

chain / offset

dependent shape


shape cluster profile = NBRAMPPRO

shape cluster baseline = NBRAMP

auto shape set

23+28.160000 7.7500

23+18.000000 8.0000

20+60.460000 8.0000

18+99.210000 2.0000

10+78.000000 2.0000

10+75.000000 1.9000


NBRAMP 0.0000

NBRAMP -10.0000

chain / offset

dependent shape


shape cluster profile = NBRAMPPRO

shape cluster baseline = NBRAMP

auto shape set

job number = 101

auto shape

co = 1

lvname = Level 63

Independent Text

wt = 2

lc = 0

co = 1

lvname = Level 63

Independent Shape

co = 6

lvname = Level 63

Dependent Text

wt = 2

lc = 0

co = 6

lvname = Level 63

Dependent Shape

Plot Parameters

224+61.400000 1.3000

224+14.600000 0.0000

222+70.310000 -4.0000

218+07.310000 -4.0000

216+52.310000 2.0000

212+90.290000 2.0000

210+92.290000 7.5000

209+22.370000 7.5000

208+14.370000 4.5000

206+76.830000 1.7920


OFFRAMP3A 0.0000

OFFRAMP3A -12.0000

chain / offset

dependent shape


shape cluster profile = OFFRP3APR

shape cluster baseline = OFFRAMP3A

auto shape set

job number = 101

auto shape











RW-201,C-5010095-111-278, P-101, 30095

30095-111-2780

SCALE

50' 100'

Denotes area of proposed pavement

Denotes area of demolition of pavement

Denotes area of proposed paved shoulder

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

Note :Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.

Note :Figures in brackets and dot - dashed linesdenote Permanent Easements.

Denotes Survey Obscured Areas


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715003.dgn


d107715003.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Rice & Associates

Matc

hline Sta. 3

8+0

0.0

0 Sheet 4



October 4, 1956

Utility Owners:

Department of Public Works

P.O. Box 7447

Power: Dominion Virginia Power

7500 West Broad Street

Telecomm:

William (Bill) Lacy

Steve Ragland

22375 Broadrick Dr.

Suite 165

Rick Stransky

Gas: Columbia Gas

Anderson Propane

Brian Stanley

[email protected]

[email protected]

City of Fredericksburg

[email protected]

SummitIG (SIG)

James Cummings

1310 Belman Road

Michael Llamas

8532 Skip Jack Pl

[email protected]

[email protected]

(540)-295-5831

of existing pavement

Denotes var. mill and overlay/build-up

ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




Sewer:

Water and

Dave King

Greg Sye

Phone: (703) 201-5626

[email protected]

John Filmeck

11101 University Boulevard

(540) 372-1023 ext. 251

[email protected]

Comcast

Verizon South

60 Commerce Parkway

Fredericksburg, Virginia 22406

David Godoy

[email protected]

Phone: (540) 368-3218

Manassas, Virginia 20110

Phone: (703) 369-9571

Manassas, Virginia 20110

9401 Peabody Street

Phone: (540) 553-1415

Verizon Project Designer/Highway Relocations

Phone: (804) 317-4483

Phone: (517) 237-8596

Phone: (443) 827-1786

Phone: (801) 669-4175


Dulles, Virginia 20166


Cox Communications

PEG Bandwidth

Sidera Networks (SID)

Pasadena, Maryland 21122

Richmond, Virginia 23294

BE REQUIRED.

ADDITIONAL LOCATIONS OFF PLAN SHEET MAY

TO RECEIVE MILL/OVERLAY OPERATION.

MARKINGS ALONG CARL D. SILVER PARKWAY

LOCATIONS OF ERADICATION OF PAVEMENT1

1

1

T

TC

TC

TV

T

TT

880013B

T

F

TV

T164 10 C3 6474

Vzn

EB

T

F

G

Columbia

T

T

T

880013A

TC

8800

13C

TC

F

(no #)

Vzn

(Empty Con

duit - VZ

N)

(COX)

(COX)

(PE

G)

Not On Records

(VZN)

(VZN)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(Irr.)

(VZ

N)

#164 10 C3 5456

#QE97A

#QE83

#QD77

(PE

G)

PV

C

ConcreteConcrete

Concrete

Ductile Iro

n

#103

#104

#105

Ductile Iron

PVC

Ductile Iro

n

#107

#108

#109Ductile Iron

Ductile Iron

PVC

PV

C

#110

Per GIS (#112

Inaccessible

)

#112

#111 A

B

12"

D. I.

8" P

VC

Ductile Iron

Ductile Iron

S

S

S

S

S

S

S

S

S

T

T

T

T

T

T

E

T

D

D

D

D

D

D

D

#206

#205

#203

#204

#202

#201

#228

#230

#207

#200

15" RCP

15" R

CP

15" R

CP

18" RCP

24" RCP

24" RCP

24" RCP

15" R

CP

#21418" RCP

#229

18" CMP

18" RCP

15" CMP

18" R

CP

D

A

A

B

B

C

Underdrain

D

D

D

D

D

18" RCP

15" RCP

18" R

CP

18" RCP 24" RCP

24" CMP

24" C

MP

15" RCP

A

B

C

D

E

F

G

H

J

K

LM

N

O

P

Q

S

R

(S 72°0

6'19" W 94.34'

)

47.58')

(S 87°47'22" W

(N 21°39'4

7"

W 19

5.0

0')

(N 78°26'56"

E 177.17')

(N 78°26'56"

E 315.65')

(S 78°26'56"

W 173.23')

L=

279.2

0')

(R=

545.0

0'

L= 80.44')

(R= 50.00'

(S 11°3

3'0

4" E 14

5.0

0')

L= 76.64')

(R= 50.00')

L= 61.43')

(R= 13

5.00')

L= 6

8.10')

(R= 13

5.0

0')

L= 10.55')

(R= 2830.42')

(L= 63.52')

(R= 2830.42')

(N 09°2

2'2

4"

W 89.0

3')

85.3

6')

(S 30°3

9'3

1" E

(S 86°43'23" W 377.75')

88.00')(S 78°

26'56" W

(N 05°0

1'16" E 13

5.9

5')

(S 85°51'07" E

5.18')

(S 85°57'28" E 119.79')

52.13')

(N 29°15'5

6" E

(S 05°2

2'3

1" W 14

9.8

6')

(N 04°2

6'13" E 14

9.8

6')

100.16')

(S 82°34'38" E

(N 05°14'3

5" E 14

9.2

0')

DB 199 PG 340

Ex. 30' Ingress/Egress Esmt.

DB 248 P

G 457

Ex. 20' In

gress/

Egress Es

mt.

(Approximate Location)

DB 197 PG 135

Ex. VEPCO Esmt.

193.00')

(N 78°26'56"

E

64.22')

(N 36°37'50" E

(S 78°26'56"

W182.55

')

L= 47.34')(R= 26

8.22'

24.94')

(N 68°

20'13"

E

31.50')(N

68°20'

13" E

81.18')

(N 21°39'4

7"

W

97.12')

(N 18°4

6'3

7"

W82.2

6')

(S 21°39'4

7" E

77.0

4')

(N 21°39'4

7"

W

(N 21°39'4

7"

W 233.4

6')

PB 7 P

G 54

Ex. 2

0' S

anita

ry Sewer Es

mt

PB 9 P

G 33

Ex. W

aterlin

e Esmt.

Ex. 15' In

gress/

Egress Es

mt. PB

9 PG 3

3

PB 7 P

G 54

Ex. W

aterlin

e Esmt.

PB 9 PG 33Ex. 20

' Waterline Es

mt.

PB 7 PG 54

Sewer Esmt.

Ex. 20' Sanita

ry

78.32')

(N 5

9°20'2

9" E

(S 09°2

2'2

4" E 203.2

5')

61.77')(S 78°

38'18" W

9.45')(S

72°06'19

" W

L=

66.3

1')

(R=

90.0

0'

L= 33.76')

(R= 669.0

0'

L=

98.4

8')

(R=

746.0

0'(S

21°3

9'4

7" E 119.0

4')

15.76')

(S 84°47'10" E

L= 52.09')

(R= 95.00'

21.67')

(S 5

7°25'17" W

34.43')

(S 5

4°51'26" W

28.27')

(S 5

2°57'09" W

56.17')

(S 5

1°56'59" W

L=

171.84')

(R=

748.0

0'

66.9

2')

(S 09°2

2'2

4" E

PB 9 P

G 13

0

Ex. 20' Sanitary Sewer Es

mt.

PB 9 P

G 20

Ex. 20' Sa

nitary

Sewer

Esmt.

PB 9 P

G 13

0

Ex. 15'

Waterline Es

mt.

PB 9

PG 130

Ex. 2

0' Stor

m Dr

ainage

Esmt.

PB 10 P

G 12

Ex. 2

0' Stor

m Dr

ainage

Esmt.

(S 03°16'3

7" E 13

8.0

0')

(S 03°16'3

7" E 217.2

4')

(N 03°16'3

7"

W 336.2

8')

(S 03°16'3

7" E 317.0

9')

135.12')

(N 86°43'23" E

60.8

8')

(S 11°3

3'0

4" E

80.3

5')

(S 03°16'3

7" E

48.60')

(N 86°43'23" E

22.18')

(S 03°16'3

7" E

24.03')

(S 87°28'49" E

36.04')

(N 86°43'23" E

54.7

3')

(S 03°16'3

7" E

23.5

0')

(S 05°3

9'3

0"

W

28.5

0')

(S 03°16'3

7" E

PB 8 PG 27Ex. Sa

nitary Sewer

Esmt.Ex. 15'

Sanitary Sew

er Esmt. PB 8 P

G 53

PB 8 PG 27Ex. Wa

terline Esmt.

Ex. 15' Virgin

ia Power Esm

t. DB 284 PG 403

Ex. 5' Waterl

ine Esmt PB 8 P

G 53

(S 86°43'23" W 132.00') (S 86°43'23" W 120.00')

10.33')

(N 86°43'23" E

DB 290 PG 659

Ex. Bell Atlantic Esmt.

10.03')

(S 86°43'23" W

(S 5

9°35'59" W 119.

07')

PB 9 PG 54

Management Esmt.

Ex. Stormwater

PB 8 PG 50-52Ex. 20' Sanitary Sewer Esmt.

(Approx. L

ocation)

DB 276 P

G 12

4Ex. 15'

Vir

ginia Power Es

mt.

(Approx. L

ocation)

DB 290 P

G 700

Ex. 15'

Vir

ginia Power Es

mt.

(Approx. L

ocation)

DB 276 P

G 12

4

Ex. 15'

Vir

ginia Power Es

mt.

(Approx. Location)DB 276 PG 124

Ex. 15' Virginia Power Esmt.

PB 9 P

G 33

Ex. 24' In

gress/

Egress Es

mt.

PB 9 PG 3

3

Ex. 24' Ing

ress/E

gress

Esmt.

PB 9 PG 33Ex. 15'

Ingress/Egr

ess Esmt.PB 9 P

G 130Ex. 15' Ingres

s/Egress Es

mt.

PB 9 PG 130Ex. 24

' Ingress/Eg

ress Esmt.

PB 9 PG 130


PB 8 PG 27& Stor

m Sewer Eas

ementEx. 50

' Ingress/Eg

ress Esmt.

PB 9 P

G 10

3

Ex. 24' In

gress/

Egress Es

mt.

PB 9 P

G 10

3

Ex. 12' In

gress/

Egress Es

mt.

PB 8 P

G 69

Ex. 12' In

gress/

Egress Es

mt.

PB 9 P

G 10

2

Ex. 24' In

gress/

Egress Es

mt.

Ir

Ir

Ir

Ir

Ir Ir Ir

Ip

Ir

Ir

RW

Mon.

RW

Mon.

Ir Ir

Ir Ir

Ir

RW

Mon.

Ir Ir Ir

(N 06°4

9'2

8" E 277.7

8')

18.94')(S 89°

53'21" W

(S 88°12'23" W 142.39')

18.38')

(S 36°58'2

9" E

155.66')

(N 64°21'06

" E

PB 5 P

G 22

Ex. 30' In

gress/

Egress Es

mt.

(S 06°4

9'2

8"

W)

Existing VDOT Limited Access R/W per Plans 0095-089-101P

B 9 P

G 40-4

7Varia

ble

Width R/

WCarl

D. Silver Parkway

Existing VDOT R/W per Plans 0095-089-101

per Plans 00

95-089-101Existin

g VDOT R/W

DB 316 PG 723

DB 288 PG 536

for Public Use

City of Fredericksburg

Dedicated to the

Commerce Street

S 03°0

5'3

4" E

N 03°0

5'3

4"

W

S 03°0

5'3

4" E

S 11°2

2'0

1" E

N 59°31'3

2" E

S 30°2

8'2

8" E

S 11°2

2'0

2" E

N 21°26'4

7"

W

N 21°26'4

7"

W

S 01°46'18" E

N 01°54'17"

W

N 04°3

6'3

1" W

N 02°0

7'3

6"

W

S 04°16'5

4" E

N 68°

33'13" E

(S 68°

20'13"

W 109.17')

PB 10 P

G 13

Esmt. (P

rivate)

Ex. 2

0' S

anitary S

ewer

PB 8 P

G 27

Es

mt.

Ex. 20'

Waterline

PB 5 PG 22Ex. 20

' Ingress/Egr

ess Esmt.

Ir



Ir

End Limited Access

End Limited AccessLimited Access Line per Plans 0095-089-101

A

B

C

CENTRAL PARK 1218, LLCInst.# 050001917PB 11 PG 90-91

1.755 AC.GPIN# 7769-62-4664

CENTRAL PARK 1223, LLCInst.# 050001919PB 11 PG 90-91

1.434 AC.GPIN# 7769-62-7720

D

CENTRAL PARK 1200, LLCInst.# 050001909

PB 8 PG 69-70

1.002 AC.GPIN# 7769-72-0750

Inst.# 040000745

2.349 AC.GPIN# 7769-62-4926

OWNERS ASSOCIATION, INC.

THE CENTRAL PARK PROPERTY

PB 9 PG 54

FREDERICKSBURG 35, LLCInst.# 020003407PB 9 PG 102-103

0.990 AC.GPIN# 7769-62-9730

PB 10 PG 159

GPIN# 7769-6

2-9857

CARL D. SILVER, ESTATE

PB 8 PG 27-3

1

2.32 AC. (Per

GIS)

Inst.# 060003016

GPIN# 7769-62-5175

DEVELOPMENT, LLC

FREDERICKSBURG

0.3430 AC.

Inst.# 150003092

PB 7 PG 54

0.643 AC.

GPIN# 7769-62-0541

OWNER ONE, LLCMACH II MCB SILVER PORTFOLIOA

B FREDERICKSBURG 35, LLCInst.# 020003400

PB 9 PG 33

0.932 AC.

GPIN# 7769-62-1652

C

D

DB 300 PG 489

0.111 AC.

GPIN# 7769-62-4532

OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY

Inst.# 150003110

PB 9 PG 130-132

1.396 AC.

GPIN# 7769-62-0862

OWNER ONE, LLCMACH II MCB SILVER PORTFOLIO

Inst.# 020003413

0.919 AC.GPIN# 7769-52-9998

FREDERICKSBURG 35, LLC

CE

NT

RA

L P

AR

K 12

09, LLC

Inst.# 0500019

26

PB 9 P

G 118-119

1.093

AC.

GPIN

# 7769-7

2-2

713

Inst.# 060003016

9.8445 AC.GPIN# 7769-71-1827

FREDERICKSBURG DEVELOPMENT, LLC

Inst.# 150000201

2.4231 AC.GPIN# 7769-61-6928

PB 14 PG 72

FREDERICKSBURG DEVELOPMENT, LLCInst.# 060003016

GPIN# 7769-62-5175

DEVELOPMENT, LLC

FREDERICKSBURG

0.3430 AC.

RICHARD A. PRUITTInst.# 030004267

.5063 AC.GPIN# 7769-62-4137

PB 5 PG 22PB 12 PG 43A

Inst.# 030004264PB 12 PG 43A

1.0815 AC. (Per GIS)GPIN# 7769-62-2163

RICHARD A. PRUITT

Inst.# 030004264

0.57 AC. (Per GIS)GPIN# 7769-62-1142

RICHARD A. PRUITT

PB 12 PG 43A

18"

18"

18"

15" 18" 15"

15"

15"

15"

100' Taper500' Storage

Sawcut

St'd. GR-9 Req'd.St'd. GR-11 Req'd.

St'd.Saw Cut Req'd.

CG-3 Req'd.

St'd. Radial CG-3 Req'd.

St'd. MS-1 Req'd.

Sawcut

Curve ROUTE3-1PI = 25+39.20

T = 566.95'L = 1,119.22'

R = 2,843.00'

19+72.25PC =

PT =30+91.47

25

26

27

28 2

9 30

PT30+9

1.47

31

32

33

34

35

36

37

38

CA

RL

D. SIL

VE

R

PA

RK

WA

Y

RTE 3

Delineator (4

0 center)

End Fle

xible Post

Delineator (40 center)

Beg Flexible Post

Station 29+40.84 Constr. BL

Beg Construction Rte.3

Req'dSt'd. GR-2

Rte. 3 EB

Rte. 3 WB


End Construction Slip Ramp B

Slip Ramp B

+90.0

0

Req'd.

St'd. M

S-1A

+73.0

0

+73.0

0

Cut Req'd.

St'd.Saw

St'd. MS-1 Req'd. 306

PT306+5

4.7

0

307

308

PC308+6

7.5

2

309

310

PT310

+45.9

9

PO

T310

+95.9

9

Curve SLIPRPB1PI = 305+25.04

T = 149.32'L = 278.98'R = 316.00'

303+75.72PC =PT =306+54.70


T = 89.24'L = 178.47'R = 5,894.15'

308+67.52PC =PT =310+45.99

212.82' Taper

CF FCProp Limited Access

LineProp. RW &

Prop. Retaining Wall Req'dCF CF

St'd FE-CL Vinyl Coated Req'd

CF

Type 2 R

eq'd.

St'd. G

R-FOA-

2

St'd. Radial CG-6 Req'd.

E = Normal CrownE = 6.3%V=25 MPH

V=25 MPH

008007

009

Req'dSt'd. GR-2

GR-11 Req'dSt'd Guardrail Terminal


0095 4

4

Matchlin

e Sta. 2

16+0

0 Sheet 6



October 4, 1956

0095-111-278

0

SCALE

50' 100'








C

F



RW-201,C-5010095-111-278

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715004.dgn


d107715004.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Matc

hline Sta. 5

3+0

0 Sheet 5

Matc

hline Sta. 3

8+0

0 Sheet 3

Matchline Sta. 103+50.00 Sheet 6



Denotes mill and overlay existing pavement




For Utility Owners, refer to Sheet 3.

Accumark, 3/18/16

Rice & Associates

Matchline Sta. 95+00.00 Sheet 4B

Matchline Sta. 94+50.00 Sheet 4B

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia


CONCEPTUAL PLANSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)


E TC

E

E

E

E

F

EE

TT

EB

WM

#SE9

OH

Sig

n #880023

OH Sign #880015

OH Sign

OH Sign

OH Sign

(SIG)

(COX)

S#100

PVC

PVC

PVC

#101

PVC

#102PVC

S

S

#223

#222

54" R

CP

54" R

CP

18" RCP

#225

#246

#245

#243

18" RCP

#221

(S 5

9°35'59" W 119.

07')

47.13')

(S 45°16'29" W

(S 33°42'16"

W 332.70')

(S 5

6°17'44" E 150.81')

(N 03°16'3

7"

W 316.3

6')

(S 45°16'29" W

63.60')

(S 03°16'3

7" E 290.2

6')

DB 300 P

G 361

Ex. 15'

Vir

ginia Power Es

mt.

DB 300 P

G 361

Ex. 15' Virginia Pow

er E

smt.

DB 341 P

G 190

Gas Pipeline E

smt.

Ex. 15' Colum

bia Gas of Virginia

DB 341 P

G 190

Gas Pipeline

Esmt.

Ex. 15' Columbia Gas of Virginia

PB 11 P

G 17

Ex. 20' Sanitary S

ewer E

smt.

DB 28

6 PG

505

Ex. 15' Virginia

Pow

er Esmt.

(N 45°00'00"

W 832.13')

L= 3

04.28')

(R= 114

5.67'

(S 45°00'00" E 158.25')

11.44')

(S 5

2°11'14" W

PB 8 P

G 31

Ex. 20'

Waterline Esmt.

DB 284

PG 403

Ex. 15' V

irginia P

ower Esm

t.

PB 9 P

G 119

Ex. 24' In

gress/

Egress Es

mt.

RW

Mon.

Ir

Ir

Ir

Ir

Ir

Existing

VDOT Limite

d Access R/W per

Plans

0095-089-10

1

S 44°49'14" E

N 44°49'14"

W

N 56°06'58" W

S 03°0

5'3

4" E

Inst.# 150003102

PB 11 PG 16-17

1.525 AC.GPIN# 7769-72-3980

OWNER ONE, LLC

MACH II MCB SILVER PORTFOLIO

Inst.# 15

0003096

1.096

AC.

GPIN

# 7769-7

3-5

163

OW

NE

R

ON

E, LLC

MA

CH II M

CB

SIL

VE

R

PO

RTF

OLIO

PB 10 P

G 15

9-161

PB 11 P

G 16-17

CE

NT

RA

L P

AR

K 12

09, LLC

Inst.# 0500019

26

PB 9 P

G 118-119

1.093

AC.

GPIN

# 7769-7

2-2

713

PB 10 P

G 159

GPIN#

7769-62-9857

CARL

D. SIL

VER, ESTATE

PB 8 P

G 27-3

1

2.32 AC. (Per GIS)

18"

18"

Curve OFFRAMP3A_2PI = 220+71.05

T = 315.58'L = 597.60'R = 752.00'

217+55.46PC =PT =223+53.06

+75.00

+75.00

216

217

PC217

+55.46

218

219

220

221

222

223

PT223+53.06

224

225

POT225+48.11

St'd.

GR-11

Req'd.

St'd. M

B-3

Req'd.

St'd. GR-2 Req'd.

Chain

OFFRAM

P3A Sta. 2

25+48.11

Chain

ROU

TE3 Sta. 40+32.06

Intersection A

ngle = 80° 00' 00.00"

Sawcut

Sawcut

Sawcut

Sawcut

200' Taper

286' Storage

95

96

97

98

99

100

101

102

103

38

39

40

41

42

43

44

45

46

47

48

49

50

51

Route 95 S

BL Constr. B

aseline Sta. 9

5+3

2.2

3

Route 3

Constr. B

aseline Sta. 4

7+8

3.3

3

Intersection Angle = 71° 45' 15.93"

103

FC

CF

FC

CF

FC

CF

FC

I-95

52

53

95

96

97

98

99

100

101

102

103

150' Taper

+85.0

0

+35.0

0

St'd. GR-2 Req'd.

Sawcut

Sawcut

St'd. GR-2 Req'd.

Req'd.St'd. MS-1A

Approx. 10.5' Wide - 22.08' LengthWide Spec. Design Attenuator

Type 2 Req'd.

St'd. GR-FOA-3

Req'd.St'd. GR-2


Beg Construction Turn Lane


End Construction Ramp B


Begin Construction Slip Ramp B


End Construction Rte.3


Beg Construction Rte.3

Route 95 N

BL C

onstr.

Baseline

Sta. 96

+05.4

2

Route 3 C

onstr.

Baseline

Sta. 50

+17.08

Intersecti

on A

ngle

= 108°14'44.0

7"

Slip Ramp B

Ra

mp B

Ram

p B

Loop B

Loop B

I-95 S

B

I-95

NB

Rte. 3 EB

Rte. 3 WB

Loop A

Slip Ra

mp B

Sta. 3

00+0

0.0

0

Ra

mp B

Sta. 2

19+8

9.7

4

POT 51+50.00 (5.75' Lt)

POT10+00.00 Turn Lane

St'd.

MC-4 Req'd.

St'd. MC-4 Req'd.

St'd. MC-4 Req'd.

Slip Ramp B

+90.0

0

-0.7

%

POT

300+00.00

301

302

303

PC3

03+75.72

304

305

306


T = 149.32'L = 278.98'R = 316.00'

303+75.72PC =PT =306+54.70

+50.00

St'd. G

R-9

Req'd.

Shoulder

Transitio

n

PC10

+00.0

010

11PC

C11+2

0.3

7

12

13

PCC13+38.1

8

14

15

PCC15+89.82

16

PT16+43

.39

Curve LOOPB1PI = 10+60.56

T = 60.56'L = 120.37'R = 440.00'

10+00.00PC =PCC =11+20.37


T = 115.76'L = 217.81'R = 260.00'

11+20.37PCC =PCC =13+38.18


T = 138.18'L = 251.63'R = 245.00'

13+38.18PCC =PCC =15+89.82


T = 26.86'L = 53.58'R = 295.00'

15+89.82PCC =PT =16+43.39

CF

St'd. SI-2 Req'd.

FC


Begin Construction Loop B


End Construction Loop B

11

N 29° 2

1' 48" E

N 39° 4

6' 10" E

N 29° 2

8' 6

0" W

N 77° 28' 57"WTaper

100'

CF

CFF

C

CF

FC

CF

FC

CF

E = 6.3%

V=25 MPH

e = 4.0%

V=25 MPH

V=25 MPH

E = 6.8%

V=25 MPH

Req'd.

St'd. G

R-2

Type 2 R

eq'd.

St'd. G

R-FOA-

2

St'd. GR-9 Req'd.

St'd.

GR-2

Req'd.

Type 1 Req'd.

St'd. GR-FOA-3

St'd. M

C-4

Req'd.

St'd.

MC-4 Req'd.

009



C

F

Note : Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.

Note : Figures in brackets and dot - dashed linesdenote Permanent Easements.



0

SCALE

50' 100'



October 4, 1956

RW-201,C-5010095-111-278, P-101,

0095






4B

4B0095-111-278


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715004b.dgn


d107715004b.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER





Accumark, 3/18/16

Rice & Associates


Matchline Sheet 5

Matchline Sheet 5

CONCEPTUAL PLANS

ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




Denotes area of obscuring roadway


OH Sign #880015

#238

24" R

CP

36" R

CP

24" RCP

#237

#240

#239

#242

#241

36" R

CP

In. Pl. 3

6" RCP

In. Pl. F

ES

Inv. = 19

3. 09

In. Pl. 3

6" R

CP

In. Pl. 30

" Plastic Pipe

(S 88°02'34" W 269.97')

RW Mon.

RW Mon.

RW

Mon.

RW

Mon.

Existing VD

OT Li

mited Access R/

W per Plans 0095-0

89-101

S 88°04'14" W

1.014 AC.

GPIN# 7769-92-2021

PB 10 PG 110-113

KAL, LLCInst.# 120002610

HOME DEPOT U.S.A. INC

19.729 AC.

GPIN# 7769-91-0210

DB 331 PG 814

PB 10 PG 110

HOME DEPOT U.S.A. INC

19.729 AC.

GPIN# 7769-91-0210

DB 331 PG 814

PB 10 PG 110

POT94+0

0.00

94 I-95

POT87+5

0.00

88

89

90

91

92

93

94

95

300' Taper

Sa

wcut

FC

CF

Station 90+00.00 NBL Constr. BLBeg. Project & Constr. 0095-11

1-278, PE-101, RW-201 & C-501

Station 93+00.00 NBL Constr. BLEnd Constr. I-95 NB

Ramp D

I-95

NB

I-95 S

B

Loop C

Loop D

Loop D

Should

er Transitio

n

Transitio

n

Should

er

+00.00

+90.00

+00.00

+35.00

0095 5



October 4, 1956












C

F



RW-201,C-5010095-111-278, P-101,

0

SCALE

50' 100'

0095-111-278 5


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715005.dgn


d107715005.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY



Matchline St

a. 17+50.00 S

heet 6


Accumark, 3/18/16

Rice & Associates

Matc

hline Sta 53

+00.0

0 Sheet 4

Matchline Sheet 4B

Matchline Sheet 4B



CONCEPTUAL PLANSROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




Denotes area of obscuring roadway

T

E

T

T

T

TC

F

F

F

F

WM

F

TT

Na

EB

EBW

W

G

G

Storm Pumpstation

Storm Pumpstation

EB

DVP #

XD77

(SIG)

FO1

F

(SIG)

PVC

PV

C

#113

#114

Ductile Iron

Ductile IronDuctile Iron

6"

D. I.

S

S

T

T

T

T

T

PILES

TALL GRASSTALL GRASS

SNOW

SNOW

SNOW

SN

OW

D

D

D

D

D

#212

#213

#211

#210

#20860" RCP

60" RCP

Unknown Siz

e

&

Type

#236

A

B

#209

#216 #217

36" R

CP

36" RCP

18" R

CP

#218

#235

#219

30" R

CP

48" R

CP

30" R

CP

#234

Unknown Size & Typ

e

(N 86°35'39" E 64.51')(N 86°35'39" E 93.30')(N 86°35'39" E 284.85')

L= 75.93')

(R= 310.00'

(S 87°57'54" W 178.75')

(N 02°0

2'0

6"

W 112.7

1')

(N 5

1°33'07" E 26

0.25')

(N 02°0

2'0

6"

W 111.08')

(N 87°57'54" E 194.01')

(S 01°54'0

3" E 254.4

7')

(N 01°55'15"

W 251.80')

(N 08°19'0

3" E 679.7

6')

(S 00°3

3'15" E 864.4

3')

(N 74°51'01" W 151.97')

(S 02°0

8'4

9" E

48.0

0')

(N 10°4

3'5

1" W 10

1.16')

DB 197 PG 370

Ex. 10' Vepco / C&P Telephone Esmt.

(N 23°0

5'0

3"

W 664.2

5')

(S 02°15'2

7" E 324.6

4')

DB 576 PG 321

Ex. 12' C&P Tele. Esmt.

PB 10 P

G 95

Ex. 20' Private Stor

m

Drain

age Es

mt.

Ir

Ir

RW

Mon.R

W

Mon.


Ramseur Street

S 00°4

0'2

3" E

S 01°37'5

8" E

S 02°14'0

6" E

N 06°0

2'5

8"

W

N 87°45'54" E

S 87°45'54" W

N 51°29'58" E

per Plans 0095-088-109

Existing VDOT R/W

(Approx. Location)

DB 18

5 P

G 15

3Ex. 40'

Access Es

mt.

DB 19

3

PG 15

5

Ex. 20'

Constr

uction Es

mt.

RW

Mon.

Ir

Limite

d Access Line per

Plans

0095-089-10

1

Limited Access Line per Plans 0095-089-101

End Limited Access


Suspected Location Limited Access Line per Plans 0095-089-101 (See Note #3)

(See Note #3)

End Limited Access

HYLTON VENTURE LLC,Inst.# 060000272

75.53247 AC. (Total)66.13611 AC.

GPIN# 7769-94-7825

AREC 14, LLCInst.# 110002074

PB 10 PG 94-95

2.703 AC.

GPIN# 7769-92-3876

AREC 14, LLC,Inst.# 110002074

GPIN# 7769-93-3025

0.428 AC. (Measured)


75.53247 AC. (Total)66.13611 AC.

GPIN# 7769-94-7825

AREC 14, LLCInst.# 110002074

PB 10 PG 94-95

2.703 AC.

GPIN# 7769-92-3876

AREC 14, LLC,Inst.# 110002074

GPIN# 7769-93-3025

0.428 AC. (Measured)

ESS PRISA III OWNER, LLCInst.# 050002951

3.00 AC.

GPIN# 7769-93-5150

PB 10 PG 94-95

ESS PRISA III OWNER LLC,Inst.# 050002951

3.546 AC.

GPIN# 7769-93-7122

DB 188 PG 443 (Plat)

DB 193 PG 153 (Plat)

1.221 AC.

GPIN# 7769-92-8284

Inst.# 080001550

LJS GATEWAY STORE, LLC

PB 10 PG 45-47

1.187 AC.

GPIN# 7769-92-7057

PB 10 PG 51

Inst.# 080001430

PROPERTIES II LLC

WALLACE

PB 10 PG 43-44

1.489 AC.

GPIN# 7769-92-6214

FIVE HANDS, LLCInst.# 150000915

15"

15" 15"

15"

24"

Curve C1PI = 64+61.73

T = 308.02'L = 615.46'R = 5,773.58'

61+53.71PC =PT =67+69.17

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

PC61+53.71

PT67+6

9.17

545' Transition

475'

PC10

+00.0

0

101112

PR

C12

+47.4

313

14

PT14+47.18

PC14+68.50

15

PT15+43.42

POT15+

75.61

Curve NBRAMP21

PI = 11+23.72

T = 123.72'

L = 247.43'

R = 7,968.44'

10+00.00PC =

PRC =12+47.43Curve NBRAMP22

PI = 13+59.77

T = 112.34'

L = 199.75'

R = 175.00'

12+47.43PRC =

PT =14+47.18

Curve NBRAMP23

PI = 15+05.98

T = 37.48'

L = 74.92'

R = 1,000.00'

14+68.50PC =

PT =15+43.42

Sawcut

St'd. GR-2 Req'd.

POT18+00.00

Sawcut

Sawcut

SawcutSt'd. MS-1A Req'd.

St'd. G

R-9

Req'd.

St'd. G

R-2

Req'd.

St'd. G

R-2

A

Req'd.

FC

CF

Sawcut

Sawcut

Sawcut

Sa

wcut

Sa

wcut

St'd. GR-2 Req'd.

POT10+00.00

F C

+55.0

0

+00.0

0


GR-11 Req'd

St'd Guardrail Terminal

GR-11 R

eq'd

St'd

Guardrail T

erminal


End Construction Turn Lane


End Ramp A ConnectorStation 11+75.00 Constr. BL

Beg Ramp A Connector


End Construction Rte.3

Ra

mp A

Constr. B

aseline Sta. 10+0

0.00

Route 3

Constr. B

aseline Sta. 5

8+8

0.74

Intersection Angle = 10

9° 51' 3

4.60"

Route 95 N

BL C

onstr.

Baseline

Sta. 96

+05.4

2

Route 3 C

onstr.

Baseline

Sta. 50

+17.08

Intersecti

on A

ngle

= 108°14'44.0

7"

Ra

mp A

Ramp A Connector

Rte. 3 EB

Rte. 3 WB

Loop A

Loop D

S 89° 04' 20" W

S 87° 17' 35" W

N 27° 18' 33"

W

N 23° 0

1' 00" W

F C

Transition

Shoulder

R=5

00'

R=15'

Line

Crown

+20.00


Beg Ramp A

FC

001

Prop Limite

d

Access Line

Prop. R

W

&

Prop Limite

d

Access Line

Prop. R

W

&

St'd. MC-4 Req'd.

St'd. MC-4 Req'd.

St'd. M

C-4

Req'd.

10

11

12

13

14

15

16

17

FC

CF

St'd F

E-W

1 Req'd

12 13

PI 13

+04.3

2

14

15

16

17

18


St'd. GR-2 Req'd.

St'd. GR-9 Req'd.

CFFC

E = 3.0%

E = 3.0%

+75.0

0

+25.0

0

St'd. GR-2A Req'd.

GR-11 Req'd

St'd Guardrail Terminal

Wall R

eq'd

Prop. R

etainin

g

St'd. MC-4 Req'd.

60095

60095-111-278



October 4, 1956

0

SCALE

50' 100'


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715006.dgn


d107715006.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY









C

F



RW-201,C-5010095-111-278

Matchline St

a. 17+5

0.00

Sheet 5


Denotes area of demolition of pavement Denotes mill and overlay existing pavement



Sheet 4

Matchline Sta. 103+50.00

Sheet 4

Sta. 103+50.00

Matchline


Rice & Associates

Accumark, 3/18/16




ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia


CONCEPTUAL PLANS




Matchlin

e Sta.216

+00.00 Sheet 4

E

UN

DE

R

CO

NST

RU

CTIO

N

UN

DE

R

CONSTR

UCTIO

N

36" R

CP

42" R

CP

36" R

CP

48" R

CP

#226

#224

#227

#258

#233

#231

#232

#259

(N 45°00'00"

W 832.13')

PB 8

PG

5

Ex. 2

0' Waterline

Esmt.

PB 8

PG

5

Ex. 2

0' Storm Sew

er Esmt.

DB 287 P

G 67

1

Ex. 15' Virginia

Pow

er Esmt.

PB 8

PG 5

Ex.

20' Utility Esmt.

(N 45°00'00"

W 268.12')

(S 5

2°11'14" W 56

0.22')

L= 2

11.00')

(R= 95

3.62'

(S 45°00'00" E 917.19')

L= 377.02')

(R= 953.62'

L= 10

6.71')

(R= 953.6

2'

85.59')

(S 6

8°15'2

2" E

39.96')

(N 45°00'00"

W

40.03')

(S 45°05'06" E

(N 45°01'3

8" E 109.92')

47.98')

(S 44°55'46" E

(N 45°04'14" E 216.93')

(N 45°00'00" E 145.97')

PB 17 P

G 148

Access Esmt.

Private Storm

water M

anagem

ent

PB 17 P

G 148

Managem

ent Esmt.

Ex. Private Storm

water

PB 17 P

G 148

Managem

ent Access

Esmt.

Ex. 24' Private Storm

water

PB 17 P

G 14

8

Management

Access Esmt.

Ex. 24' Private Storm

water

PB 17 P

G 148

Managem

ent Esmt.

Ex. Private Storm

water

PB 17 P

G 14

8

Management

Es

mt.

Ex. Private Storm

water

PB 17 P

G 148

Ex. 15' W

aterline Esmt.

PB 17 P

G 148

Ex. 2

0' Private Sanitary Sew

er Esmt.

PB 17 P

G 148

Ex. 10' Private Sanitar

y Sew

er Esmt.

PB 8 P

G 5

Ex. 15'

Waterline Esmt.

PB 17 P

G 148

Ex. 15'

Waterline Esmt.

L=

325.0

3')

(R=

954.9

3'

RW Mon.

RW Mon.

RW Mon.

Ir

Ir

Existing

VD

OT

Limited

Access R/

W per Pla

ns 0095-0

89-101

Existing

VDOT Limite

d Access R/W per

Plans

0095-089-10

1

N 45°12'24" E

85.61')

(N 6

8°20'3

4" W

S 44°49'14" E

N 44°49'14"

W

SA

NDPIP

ER

FR

ED

ERIC

KS

BU

RG LLC

Inst.# 13

0003228

PB 17 P

G 14

8-149

1.686

AC.

GPIN

# 7769-8

3-3

867

LO

WE'S

HO

ME

CE

NT

ER

S, IN

C.

DB 282 P

G 261

PB 8 P

G 5

15.4

659

AC.

GPIN

# 7769-7

3-7

735

HYLT

ON

VE

NT

UR

E

LLC,

Inst.# 060000272

GPIN

# 7769-9

4-7

825

75.5

3247

AC. (T

otal)

66.13611 A

C.

36"

420' Taper

Curve OF

FR

AM

P3

A_1

PI = 208+3

7.3

7

T = 345.4

7'

L = 666.3

8'

R

= 1,024.0

0'

204+9

1.90

PC =

PT =

211+5

8.2

9

420' Taper

+87.91

+07.91

PC204+9

1.90

205

206

207

208

209

210

211

PT211+5

8.29

212

213

214

215

216

420' S

houlder

Tra

nsition

+07.91

+87.91

St'd. G

R-2

Req'd.

St'd. G

R-9

Req'd.

Sawcut

SawcutSa

wcut

104

105

106

107

108

109

110

111

112

CF

CF

FC

I-95

104

105

106

107

108

109

110

111

112

Sa

wcut

Station 206+7

6.8

3

Constr. B

L

Begin Constr

uction Ra

mp B

Station 10

4+2

6.0

4

Constr. B

L

Begin Constr. I-9

5 S

B

Loop B

Ramp

B

I-95 S

B

I-95

NB

Ra

mp A

Should

er Transitio

n

FC

001

St'd. M

C-4

Req'd.

18

19

PC19+88.79

20

21

22

23

24

25

Curve N

BR

AM

P1

PI =

21+36.2

1

T

= 14

7.4

2'

L =

291.69'

R

= 817.10'

19+8

8.7

9P

C =

PC

C =22

+80.4

9

Curve N

BR

AM

P2

PI =

24+4

6.6

2

T

= 16

6.13'

L =

329.6

4'

R

= 1,070.0

0'

22

+80.4

9P

CC =

PT

=26+10.13

PCC22+80.49

N 02° 33' 46"

W

+20.00

600' Taper

Transitio

n

100' Should

er

Sa

wcut

Sa

wcut

50

MP

H

CF

FC

FC

CF

Limited

Access Lin

e

Prop. R

W

&

Prop

+75.00

St'd F

E-W

1 Req'd

V=5

0

MP

H

e = 7.5

%

e =

8.0

%

V =

50

MP

H

+26.04

+31.04

0095

By Resolution of Highway Commissiondated

LIMITED ACCESS HIGHWAYOctober 4, 1956












C

F



RW-201,C-5010095-111-278, P-101,

0

SCALE

50' 100'

0095-111-278 7

7


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715007.dgn


d107715007.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



Accumark, 3/18/16

Rice & Associates

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8

Matc

hlin

e Sta. 12

7+0

0.0

0 Sheet 8



ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




Matc

hline Sta.112

+00.0

0 Sheet 6

Matc

hline Sta. 112

+00.0

0 Sheet 6

F

E

E

F

E

(SIG)

(SIG)

OH

Sig

n

E

E

E

T

E

42" R

CP

42" R

CP

12" Iron

15" RCP

15" RCP

#257

#249

#248

#247

#253

#254

#252#250

#2609

(S 14°55'04" W 235.00')

96.87')

(N 45°00'0

0"

W

59.76')

(N 45°00'00" E

(N 14°55'04" E 105.43')

(N 14°55'04" E 85.00')

(S 45°00'00" W

59.76')

(S 14°55'04" W

50.25')

32.45')

(S 14°55'04" W

47.11')

(S 14°55'04" W

79.56')

(N 14°55'04" E

(N 75°0

4'5

6"

W 10

0.0

0')

(S 75°0

4'5

6" E 10

0.0

0')100.0

0')

(S 75°0

4'5

6" E

15.00')

(S 14°55'04" W

100.0

0')

(N 75°0

4'5

6"

W

(S 45°00'0

0" E 230.78')

79.56')

(S 14°55'04" W

PB 8 P

G 72

Ex. 20'

Waterline

Esmt.

(N 45°00'00" E 242.19')

(S 45°00'00" W 434.25')

12.35')

(S 45°00'0

0" E 12.35')

(N 45°00'0

0"

W

(N 45°00'00" E 334.39')

(S 45°00'00" W 334.39')

(S 14°55'04" W 561.29')

(N 45°00'0

0"

W 307.41')

(N 45°00'00" E 402.09')

(S 45°00'12" E 231.3

2')

(N 45°00'12"

W 355.23')

PB 8 P

G 72

Ex. 20'

Waterline

Esmt.

DB 292 P

G 819

Ex. 15' Gas Esmt.

L= 5.47')

(R= 5442.71'

(N 06°27'31" E 154

.07')(N 20°56'17" E 149.75')

(N 15°04'22" E 204.07')

(N 11°06'17" E 250.11')

(N 13°51'19" E 700.22')

PB 11 PG 30


PB 8 P

G 87


RW

Mon.

RW

Mon.

RW

Mon. R

W

Mon.

RW

Mon.

RW

Mon.

Ir

Ir

Existing VDOT Limited Access R/W per Plans 0095-088-109 Existing VDOT Limited Access R/W per Plans 0095-089-101

Existing VDOT Limited Access R/W per Plans 0095-088-109


S 44°49'2

4" E

N 45°10'48" E

S 74°5

4'0

8" E

S 74°5

4'0

8" E

S 74°5

4'0

8" E

N 44°45'3

5"

W

N 15°05'52" E

S 44°49'14" E

FREDERICKSBURG CP, LLCInst.# 050001539PB 13 PG 45

1.273 AC.GPIN# 7769-84-3490

D E

E

FREEDOM BBY 22401, LLCInst.# 130003015PB 8 PG 724.13358 AC.

GPIN# 7769-84-4861

Inst.# 150003100PB 13 PG 45

2.104 AC.GPIN# 7769-84-5694

OWNER ONE, LLC

MACH II MCB SILVER PORTFOLIO


GPIN# 7769-94-7825

75.53247 AC. (Total)

66.13611 AC.

DB 292 PG 628PB 8 PG 87

GPIN# 7769-84-5470

OWNERS ASSOCIATION, INC


PB 13 PG 450.230 AC. (Per PB 13 PG 45)

Inst.# 150003106PB 11 PG 29-30

0.729 AC.GPIN# 7769-84-5147

OWNER ONE, LLC

MACH II SILVER PORTFOLIO

D

E

DB 301 PG 79413.408 AC. (Per GIS)GPIN# 7769-85-3760

OWNERS ASSOCIATION, INC.


PO

T200+0

0.0

0200

201

202

203

204

112

113

114

115

116

117

118

119

120

121

122

PC12

2+18.2

2

123

124

125

126

127

I-95

I-95

112

113

114

115

116

117

118

119

120

121

PC12

1+37.7

0

122

123

124

125

126

127

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72'

L = 2,515.08'

R = 5,524.00'

122+18.22

147+33.29PC =

PT =

Station 113+50.00 SBL BL NBL BL

End Constr. I-95 SB

Shoulder Transition

L = 2,535.16'

Curve 95NB2

PI = 134+27.46

T = 1,289.76'

R = 5,590.00'

121+37.70PC =

PT =146+72.86

001

26

PT26+10.13

27 28

PO

T28+7

5.3

2


End Construction Ramp A


Begin Construction NBL Rte. 95

500'

+50.0

0

+50.0

0

840' Transition

+90.0

0 860'

CF

FC

Limited Access LineProp. RW & Prop

Limited Access Line

Prop. RW & Prop St'd FE-W1 Req'dSt'd F

E-W1 Req'd

PC34+93.60

35 36

37

38

39 40

Curve CDWALL22

PI = 41+22.02

T = 628.42'

L = 1,251.72'

R = 5,665.00'

34+93.60PC =

PCC =47+45.32

Ultimate CD-Road

I-95 NB

I-95 SB

Ultimate NB CD-Road

0095 8

October 4, 1956



80095-111-278

0

SCALE

50' 100'

RW-201,C-501

0095-111-278

Matc

hline Sta. 127+0

0.0

0 Sheet 7

Matc

hline Sta. 127+0

0.0

0 Sheet 7






Accumark, 3/18/16

Rice & Associates


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715008.dgn


d107715008.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







C

F





Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Denotes Wetland Limits



ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia


CONCEPTUAL PLANS



2254

UF

O1

226.4

436

2255

UF

O1

226.2

855

2256

UF

O1

226.6

034

2257

UF

O1

226.3

212

2258

UF

O1

226.2

061

2259

UF

O1

226.1

041

2260

UF

O1

226.0

196

2261

UF

O1

226.7

800

2262

UF

O1

227.2

932

2263

UF

O1

226.1

989

2264

UF

O1

227.9

462

2265

UF

O1

227.9

201

2266

UF

O1

228.9

547

2267

UF

O1

229.4

256

2268

UF

O1

229.1

332

2269

UF

O1

228.6

293

2270

UF

O1

229.2

131

(SIG)

F

F

(SIG)S

Ductile Iron

#115

6" D. I.

PV

C

Ductile Iron

Ductile Iron

#116

Ductile Ir

on

Ductile Ir

on

PVC

#117 6" D. I.

#118

PVC

SS

SS

S

#255

#256

6' x 8' Box Culvert

D

D

18" RCP

6' x 8' Box Culvert

In. Pl. Conc.

DI

Rim= 251.55

In. Pl. Conc.

DI

Rim= 251.60

In. Pl. 18" RCP

Inv. In= 247

.40

Inv. Out= 246

.73

Conc. H

ead

wall

Conc. H

ead

wall

Inv. In=

204.7

5

Inv. O

ut= 2

01.72

In. Pl. 6' x 8' Box

Culvert

In Pl. 4

8" Conc. Pipe

Inv. In = 220. 5

9'

In Pl. H

ead

wall

Inv.

Out = 213. 4

8'

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

Inv.

Out = 206. 0

8'

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

In Pl. 4

8" Conc. Pipe

Inv. In = 212. 0

0'

In Pl. H

ead

wall

(S 83°0

0'0

3"

W 440.6

1')

(S 86°5

7'2

3" E 354.0

3')

PB 11 PG 12

6INST. #01000

2736Ex. V

DOT Draina

ge Esmt.

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DOT Sewer Es

mt.

INS

T. #

080002751

Ex. 15'

Vir

ginia Power Es

mt.

38.35')(S 03

°32'59" W

38.40')

(S 55°0

9'0

3" E

53.17')

(S 60°19'2

1" E

PB 9 P

G 21


mt.

66.82')

(N 74°2

9'0

3" E

15.6

2')

(N 86°2

8'0

0" E

24.27')(N

05°09'

39" W

100.6

3')

(S 83°5

7'2

5" E

32.3

2')

(N 73°2

9'5

3" E

55.9

9')

(N 76°19'3

2"

W

L= 82.26')

(R= 5842.58'

54.5

5')

(S 89°11'28"

W

32.6

2')

(S 85°4

4'4

4"

W

(N 09°08'22" E 206.18')

L= 717.90'')(R= 5842.58'

45.0

1')

(S 88°2

9'5

0" E

57.10')

(N 84°5

5'3

4" E

77.6

0')

(N 87°5

6'4

3" E

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

Varia

ble

Width R/

WCowan Boule

vard

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DO

T

Drain

age Es

mt.

Existing

VD

OT

R/

W per Pla

ns

U000-111-103, R

W-2

01

Pla

ns

U000-111-103, R

W-2

01

Existing

VD

OT

R/

W per

Existing VDOT Limited

Access R/W per Pla

ns 0095-089-101

Existing VDOT Limited Access R/W per Plans 009

5-088-109

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing V

DOT Limited

Access R/

W per Pla

ns 0095-08

9-101

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing VDOT Limited Access R/W per Plans

0095-089-101

N 74°3

0'2

4" E

S 83°0

1'25"

W

PB 11 P

G 12

6

INS

T. #010

002736

Ex.

VD

OT Sewer Es

mt.

(N 63°15'4

3"

W 17

7.9

1')

(N 54°4

1'43"

W 13

3.5

0')

Ir

(Approx. Location)

DB 293 PG 01

Ex. 20' Sanitary Sewer Esmt.

(Approx. Location)

DB 293 PG 527

Sewer Esmt.

Ex. 20' Sanitary

(Approx. Loc

ation)

Inst. # 0

500020

01

Ex. 20'

Sanitary

Sewer E

smt.

N 63°11'59"

W

(S 86°0

7'2

5" E 208.6

9')

LR070001120

Ex. Per

manent Preservation Easement

DB 293 Pg. 10

3Ex. 20' San. Sewer Easement

S86°0

6'5

3"E

(S 25°14'20" E 263.66')

(S 04°1

6'29" E 1

59.25')

THE PRESERVE

AT S

MITH

RUN

HOMEOWNERS AS

SOCIATI

ON

Inst.# 12

0000

712

2. 43

6 AC.

TAX MAP

# 77

69-96-45

60

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954

COWAN, LLCCREEK COMPANY THE CONTRARY

DB 301 PG 794

13.408 AC. (Per GIS)

GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE, LLC

Inst.# 06000

0272

GPIN# 7769

-94-782575.53

247 AC. (To

tal)9.39636 AC.

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE LLC,

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)66.13611 AC.

127

128 129 130 13

1 132 13

3

134

135

136

137

138

139

140

141

142

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72'

L = 2,515.08'

R = 5,524.00'

122+18.22PC =

PT =147+33.29

I-95

127

128 129 13

0 131 13

2 133

134

135

136

137

138

139

140

141

142

L = 2,535.16'

Curve 95NB2

PI = 134+27.46

T = 1,289.76'

R = 5,590.00'

121+37.70PC =

PT =146+72.86

Prop. RW & Prop Limited Acces

s Line

001

St'd. GR-6 Req'd.

PIER PROTECTION SYSTEM REQ'D

Type 1 Req'd.

St'd. GR-FOA-2Type 2

Req'd.St'd. GR-FOA-2

+50.0

0

860'

+50.0

0

300 Tape

r

Shoulder

Transitio

n

+50.0

0

CF

Ultimate C

D RoadSt'd

Guardrail

Terminal G

R-11 Req'd

St'd FE-W1 Req'd41

42

43

44

45

46

47

PCC47+45.32

48

49

50

51

52

53

54

55

Curve CDWALL22

PI = 41+22.02

T = 628.42'

L = 1,251.72'

R = 5,665.00'

34+93.60PC =

PCC =47+45.32

Ultimate CD-Road

PI = 5

3+53.7

5

T = 6

08.43'

L = 1,2

11.46'

R = 5,25

0.00'

47+45.32

PCC =

PT =59

+56.78

Curve

CDWALL23

Ultimate

CD-Road

FC

I-95 NB

I-95 SB

Ultimate NB CD-Road

Station

137+50.0

0 Const

r. BL

End Co

nstructi

on NBL R

te. 95

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hlin

e Sta. 15

5+0

0.0

0 Sheet 10

Matc

hlin

e Sta. 15

6+0

0.0

0 Sheet 10


0

SCALE

50' 100'







C

F









0095RW-201,C-501

0095-111-278 9



October 4, 1956

Accumark, 3/18/16

Rice & Associates

0095-111-278 9



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715009.dgn


d107715009.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



CONCEPTUAL PLANS

ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




FOR THE BASE SCOPE.

NO IMPROVEMENTS ON THIS PAGE

F

2307

WL1

247.5

247

2308

WL1

243.7

534

2309

WL1

243.8

328

2712

WL30

245.2

578

2713

WL30

244.3

004

2714

WL30

245.1

282

2715

WL30

251.6

541

2716

WL30

254.5

544

2717

WL30

254.9

448

2844

WL1

138.3

617

2845

WL1

141.0

780

2846

WL1

143.9

040

2847

WL1

142.0

460

2848

WL1

134.8

093

2849

WL1

136.7

080

(SIG)

E

Preserve Lane

D

D

D

D

D

Inv.

Out

= 238. 3

5'

In Pl. 15"

Conc. Pip

e

Rim

= 245. 8

8'

In Pl. C

DI

Inv.

Out

= 237. 8

2'

In Pl. 15"

Conc. Pip

e

Inv. In =

238. 11'

Rim

= 245. 9

5'

In Pl. C

DI

Inv.

Out

= 236. 8

0'

In Pl. 15"

Conc. Pip

e

Inv. In =

237. 0

9'

Rim

= 244. 0

7'

In Pl. C

DI

D

Inv.

Out

= 241. 4

1'

In Pl. 3

0"

Conc. Pip

e

In Pl. E

nd Section

Inv.

Out

= 241. 7

5'

In Pl. 3

0"

Conc. Pip

e

Inv. In =

241. 9

3' (1.0' x 1.4' Inlet)

Rim

= 247. 8

5'

In Pl. Ris

er Str

ucture



(S 46°44'11" E 114

6.93')

Ir

(Approx. Location)

Inst. # 0

5000

2001

Ex. 10' Sanitary Sew

er Esmt.

S 46°40'27" E

(R = 5489.71')

(A = 461.43')

Inst. #050003417

Storm-Drainage Easement

Ex.

Varia

ble

Width Private

RW

Mon.

Inst. #05

0003

417

Ex. 2

0' Private Storm

Drainage

Easem

ent

(S 10°54'45" E 697.18')

(N 72°10'13" E 423.19')

Inst. #050003417


m

Drain

age Ease

ment

N72°0

9'4

1"E

ir (S 10°54'45" E 375.82')

S05°12'05"W

(S 05°11'33" W 218.08')

(R = 280.00')

(A = 196.76')

(R = 5842.58')

(A = 228.73')

(S 28°47'28" E 433.20')

(S 25°

32'28" E 14

7.20')

(R = 280.00')

(A = 231.86') LR070001847Ex. 15' Public Waterline E

asement

DB 319 Pg. 185

Ex. 15' Storm Sewer Easement

(S 09°32'28" E 314.30')(S 07°57'28" E 63.90')

(N 84°0

6'2

8"

W 839.5

8')

N84°0

5'5

7"W

(S 84°0

6'2

8" E 86.5

8') R

W

Pin

(S 78°3

0'3

3"

W 10

1.35')

(N 78°3

0'3

3" E 10

1.35')

DB 300 Pg. 367

Ex. 20'

Utility Ease

ment

(N 06°10'49" W 240.19')

(S 06°10'49" E 240.19')

(N 10°55'34" W 383.52')

(N 10°55'34" W 680.89')

HAMPTONS AT NOBLE, L. P.

10. 974 AC.

GPIN# 7769-87-5772

Inst.#160000121

FRED II LIMITED PARTNERSHIP

Inst.# 030001034

6. 000 AC.

GPIN# 7769-98-4384

THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATION

Inst.# 120000712

0. 955 AC.

TAX MAP# 7769-98-2024THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATIONInst.# 120000712

2. 436 AC.TAX MAP# 7769-96-4560

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

142

143

144

145

146

147

PT14

7+3

3.2

9

148

149

150

151

152

153

154

155

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72'

L = 2,515.08'

R = 5,524.00'

122+18.22PC =

PT =147+33.29

142

143

144

145

146

PT14

6+7

2.8

6

147

148

149

150

151

152

153

154

155

156

Curve 95NB2

PI = 134+27.46

T = 1,289.76'

L = 2,535.16'

R = 5,590.00'

121+37.70

146+72.86PT =

PC =

Ultimate CD Road

56 57

58

59

PT59+5

6.7

8

60

61

62

63

64

65

66

67

68

69

Curve CDWALL23

PI = 53+53.75

T = 608.43'

L = 1,211.46'

R = 5,250.00'

47+45.32PCC =

PT =59+56.78

Ultimate CD-Road

I-95 NB

I-95 SB

Ultimate NB CD-Road

0095RW-201,C-501

0095-111-278 10

For Utility Owners, refer to Sheet 3.0095-111-278 10

0

SCALE

50' 100'







C

F




Matc

hline Sta. 155+0

0.0

0 Sheet 9

Matc

hline Sta. 156+0

0.0

0 Sheet 9

Rice & Associates

Accumark, 3/18/16


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715010.dgn


d107715010.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER








October 4, 1956By Resolution of Commonwealth Transportation


CONCEPTUAL PLANS

ROADWAY ENGINEER

RIchmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




FOR THE BASE SCOPE.

NO IMPROVEMENTS ON THIS PAGE2209

UE

L1

240.9

581

2210

UE

L2

241.7

168

2211

UE

L2

242.4

943

2212_1

UE

L2

242.3

762

2212

EL

L

242.3

762

2213

EL

L

242.3

747

2214

EL

L

242.6

511

E

2215

EH

H

242.5

618

2216_1

UE

L1

242.2

404

2216

UE

L2

242.2

404

2217_1

UE

L1

242.3

014

2217

UE

L2

242.3

014

2218

EL

L

242.2

084

2219

EL

L

242.1

977

2220

EL

L

241.9

779

E

2221

EH

H

242.2

322

2222

UE

L2

243.3

330

2223_1

UE

L2

244.1

672

2223

LP

244.1

672

2224

UE

L1

242.4

155

2225

UE

L1

242.7

250

2226

UE

L1

242.8

399

2227

UE

L1

243.2

280

2228

UE

L1

242.8

385

2229

UE

L1

242.8

524

2230

EL

L

242.9

010

2231

EL

L

242.9

096

2232

EL

L

242.7

300

E

2233

EH

H

242.8

700

2234

UE

L2

242.9

303

2235

UE

L2

243.9

781

2236_1

UE

L2

244.1

455

2236

LP

244.1

455

2237

UE

L1

243.7

417

2238

UE

L1

243.4

615

2239

UE

L1

244.7

854

2240

UE

L1

244.2

213

2241

UE

L1

243.9

601

2242

UE

L1

243.9

401

2243

UE

L2

243.8

995

2244_1

UE

L2

243.2

580

2244

LP

243.2

580

2245

EL

L

243.8

756

2246

EL

L

243.8

734

2247

EL

L

243.8

382

E

2248

EH

H

243.8

5572

249

UE

L1

243.7

532

2250

UE

L1

243.7

722

2251

UE

L1

243.7

738

2252

UE

L1

243.4

252

2253_1

UE

L1

243.8

938

2253

LP

243.8

938

F

F

2341

TC

B

255.5

482

2342

TC

B

255.5

832

2343

TC

B

255.6

937

2344_1

UE

L1

255.6

541

2344

CP

255.6

541

2345

UE

L1

255.1

838

2346_1

UE

L1

255.3

437

2346

EL

L

255.3

437

2347

EL

L

255.3

910

2348

EL

L

255.1

124

E

2349

EH

H

255.2

075

2354

TC

B

255.4

776

2355

TC

B

255.4

421

2356

TC

B

255.7

1752357

UE

L1

255.5

385

2359

UE

L1

255.7

817

2360

UE

L1

255.9

373

2361_1

TS

P

248.5

432

2361

UE

L2

248.5

432

2362

UE

L2

247.4

677

2363

UE

L2

247.6

044

2364

EL

L

247.3

022

2365

EL

L

247.6

375

2366

EL

L

247.6

873

E

2367

EH

H

247.4

330

2368

UE

L2

251.1

158

2369

UE

L2

255.3

772

2370

UE

L2

255.9

249

2371

UE

L1

255.8

936

2372

UE

L1

255.3

163 2

373

UE

L2

255.0

997

2374

UE

L2

254.0

829

2375

UE

L1

254.5

180

2376

UE

L1

254.2

740 2377

UE

L2

253.8

550

2378_3

UE

L2

254.0

407

2378_2

UE

L1

254.0

407

2378_1

PP

254.0

407

#461

2378

EM

254.0

407

2379

PP

252.1

908

2380_1

PP

253.2

152

2380

EM

253.2

152

2382

PP

251.5

486

F

2160

UE

L2

251.1

254

2163

UE

L2

250.3

701

2164

UE

L2

249.7

473

2169

UE

L2

249.2

329

2172

UE

L2

248.9

482

2173

UE

L2

249.2

9352

177

UE

L2

250.0

993

2178

UE

L2

252.0

255

2186

UE

L2

253.2

464

2187

UE

L2

253.8

077

2193

UE

L2

254.3

369

2194

UE

L2

255.1

770

2199

UE

L2

255.7

778

2200

UE

L2

257.3

662

2205

UE

L2

259.2

363

2206

UE

L2

260.7

386

2211

UE

L2

260.9

964

2212

UE

L2

261.0

761

2214

GU

Y

261.6

920

2215

GU

Y

261.5

107

2216

UE

L2

261.0

921

2217

UE

L2

261.1

499

2218

UE

L2

261.4

063

2223_1

UE

L1

252.0

586

2224_1

UE

L1

249.6

114

2224

EL

L

249.6

114

2225

EL

L

249.6

006

2226

EL

L

249.6

249

E

2227_1

EH

H

249.6

195

2234_2

PP

267.2

703

2234_1

EM

267.2

703

2234

UE

L1

267.2

703

2235_1

UE

L1

262.1

606

2235

EIE

262.1

606

2240

PP

278.1

680

2245

GU

Y

268.7

597 2246

GU

Y

269.0

222

2247

GU

Y

268.6

346

F

2252_3

PP

269.0

302

2252_2

UE

L2

269.0

302

2252

CT

V2

269.0

302

F2258

CT

V2

268.7

040

2259

CT

V2

268.6

073

2260

CT

V2

268.2

955

2263

CT

V2

267.8

764

2264

CT

V2

267.6

668

T

2267_1

CT

V2

267.7

026

#V

A43

TC

Box (2)

F

#1110

24

#1110

23

#1110

21

#1110

22

#W

B74

(SIG)

(SIG)

U1

E

E

E

E

E

T

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

D

D

D

D

(a)

(b)

Inv.

Out

= 246. 8

9'

In Pl. 2

4"

Conc. Pip

eIn

v. In =

247. 0

3'

Rim

= 251. 5

9'

In Pl. C

DI

D

D

(a)

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

(U

nder Constr

uctio

n)

Approxim

ate Locatio

n of New

Brid

ge

Activ

e Constr

uctio

n

Area

under constr

uctio

n in the sa

me general lo

catio

n.

This Brid

ge has been removed, a new brid

ge is currently

(S 10°54'45" E 375.82')


DB 292 Pg. 845Ex. 20' Utility Eas

ement

Inst. #050003

417Ex. 20' Publ

ic Waterline

Easement

(S 73°4

0'2

6" E 13

9.00')

BE

GIN L/

A LIN

E

Ex.

R/

W(R

= 2924.79')

(A = 261.50')

Inst. #15

00017

99

Ex. Te

mp.

Const. E

smt.

Inst. #050003417


m

Drain

age Ease

ment

(N 83°4

9'11" E

50.0

0')

(S 06°10'49" E 144.57')

N78°4

1'13

"E(S 85°0

5'0

0"

W 13

3.15')

(N 78°4

0'4

2" E 13

3.18')

(N 10°55'34" W 383.52')

(N 64°3

0'0

0" E 16

4.8

0')

(N 04°35'00" W 192.60')

PB 395 Pg 109

Ex. VEPCO EasementApprox. Locati

on

Inst. 150001983

Ex. VEPCO Easement

Proj. U

000-111-2

33, R

201, C

501

Ex. T

emp. C

onst. E

smt.

BE

GIN

L/

A LIN

E


(S 00°09'00" W 251.60')

ir

(R

= 485.0

0')

(A =

124.8

8')

(N 68°4

3'4

1" E 12

3.2

5')

(N 68°4

3'4

1" E 13

8.3

8')

(S 17°25'22" E 65.41')

(N 79°0

7'4

8" E 313.0

0')

(S 10°52'12" E 391.00')

(4

0.0

0')

(N 79°0

7'4

8" E)

(S 73°3

4'17"

W 350.0

0')

(R = 5616.58')

(A = 726.01')Inst. #070003599

Ex. Private 20' Sanitary Sewer Easement

Inst. #0

70003599

Ex. Priva

te 20' Storm

Sew

er Easem

ent

Inst. #070003599

Ex. Public 15' Waterline Easement

Inst. #070003599


PB 8 Pg. 23

Ex. 10' VEP

CO Easement

PB 8 Pg. 2

3Ex. 10' V

EP

CO

Ease

ment

PB 8 Pg. 23Ex. 10' VEPCO Easement

PB 8 Pg. 23Ex. 10' Utility Easement

(62.85')

Inst. #060003667

Water Ease

ment

Ex. 20'

X 50'

Inst. #040004204Ex. VEPCO Esmt.

Inst. #

040004204

Ex. V

EP

CO Es

mt. In

st. # 0700019

61

Ex. 15' V

EP

CO Easement

Inst. #

1500012

78

Inst. #

1500010

47

VD

OT

&

Do

minio

n Power

Ex. Utility

Es

mt. f

or

Inst. #150001278Inst. #150001047VDOT & Dominion

PowerEx. Utility Esmt

. for

BE

GIN L/

A LIN

E

Ex. R

W Line P

er Inst. #150001010

Inst. #16

0000009

For VEP

CO

Ex.

VD

OT

Utility E

smt.

Begin L/

A Line

Ex.

R/

W

Inst. #14

0000255

Ex. 25'

Colu

mbia

Gas of

Vir

ginia Es

mt.

RW

Mon.

RW

Mon.

ipf




S10°52'26"E

(N 73°3

4'17" E 423.5

7')

N68°4

3'2

7"E

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279

CELEBRATE 1080, LLC

Inst.# 070003526

2. 4706 AC.

GPIN# 7769-88-3772

BRE SELECT HOTELS PROPERTIES LLC

Inst.# 130001421

3. 041 AC.

GPIN# 7769-89-4007

KINGDOM FAMILY HOLDINGS, INC.Inst.# 1600004316. 000 AC.

GPIN# 7769-99-0859

BRAGG HILL COMMUNITY CORPORATION

DB 275 PG 382

2. 510 AC.

GPIN# 7769-99-0343

123456789

10

JOHN E. & CHERI L. MILES

DB 294 PG 714

0. 048 AC.

GPIN# 7769-89-9280

1

FARIBA ASSADZADEHInst.# 040003104

0. 027 AC.

GPIN# 7769-89-9187

2

KELLY O. NEWTONInst.# 040000141

3

TAX MAP# 7769-89-91950. 027 AC.

ADOLFO HERNANDEZInst.# 080002546

0. 027 AC.

GPIN# 7769-89-9194

4

EVONNE E. THOMASInst.# 040002438

0. 027 AC.

GPIN# 7769-89-9192

5

STEVEN R. HAYNESInst.# 080001064

0. 027 AC.

GPIN# 7769-99-0100

6

ALAN D. & GAIL A. HOWARD

Inst.# 030000957

0. 027 AC.

TAX MAP# 7769-99-0008

7


DB 219 PG 524

0. 027 AC.

GPIN# 7769-99-0016

8


Inst.# 100001939

0. 048 AC.

TAX MAP# 7769-99-0013

9

MANSOUR REAL ESTATE, LLC

Inst.# 130002163

0. 049 AC.

GPIN# 7769-99-1010

10

WEYMOUTH, L. L. C.

Inst.# 010001353

0. 715 AC.

TAX MAP# 7769-98-1731


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

KINGDOM FAMILY HOLDINGS, INC.

Inst.# 160000431

6. 000 AC.

GPIN# 7769-99-08

59

23456789

155

156

157

158

159

160

161

162

163

164

165

166

167

PC16

7+0

3.4

3

168

169

170

Curve 95MLREV-2PI = 180+77.73

T = 1,374.30'L = 2,690.80'R = 5,368.00'

167+03.43PC =

PT =193+94.23

Station 160+50.00 NBL BaselinePE-101, RW-201 & C-501End Project Project 0095-111-278,

156

157

158

159

160

161

162

163

164

165

PC16

5+3

4.4

9

Curve 95NB5PI = 173+22.19

T = 787.69'L = 1,565.51'R = 5,710.00'165+34.49

PC =PT =181+00.00

166

167

168

169

170

171

Ultimate CD Road

70

71

72

73

74

75

PO

T75+4

5.6

6 I-95 NB

I-95 SB

Ultimate NB CD-Road

0095

October 4, 1956



0095-111-278

RW-201,C-501

0095-111-278 Accumark, 3/18/16

Rice & Associates


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715001_Option1.dgn


d107715001_Option1.dgn

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER





OPTION 1

TEMPORARY CONSTRUCTION EASEMENTS AND TRANSPORTATION MANAGEMENT PLAN.

EROSION AND SEDIMENT CONTROL, ENVIRONMENTAL PERMITTING, UTILITIES, RIGHT OF WAY,

INCLUDES, BUT IS NOT LIMITED TO, A FINAL DESIGN NOISE ANALYSIS, GRADING, DRAINAGE STRUCTURES,

SHOWN ON THE RFP CONCEPTUAL PLANS, FROM COWAN BOULEVARD TO FALL HILL AVENUE. THIS

THE OPTION INCLUDES ALL WORK REQUIRED TO DESIGN AND CONSTRUCT A NOISE BARRIER WALL, AS

TYPICAL SECTIONS2U

2U

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002u.dgn


d107715002u.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278

Rice & Associates

Accumark, 3/18/16


BL

14'

I-95 NBL

Clear Zone min= 30'

GS-11 5%

Exist Pave.

Match Exist

1'

X

Sta. 133+30.00 to Sta. 134+50.00 25.8''

Sta. 134+50.00 to Sta. 137+50.00 Var. (Taper)


Exist Pave.

17'

GS-11 5%


6 : 1

12'

St'd MC-4

12'

6 : 1


6 : 1

5'5'(See Plans)

Prop. Sound Wall


Var.

Var.

Station to Station

BL

14'

Clear Zone min= 30'

Exist Pave.

Match Exist

Exist Pave.

12'

6 : 1


6 : 1 Var.

I-95 NBL

Sta. 137+50.00 to Sta. 144+25.00

Station to Station

BL


(See Plans)Prop. Sound Wall

I-95 NBL

Sta. 144+25.00 to Sta. 160+50.00

will determine wall size and location.Final Plan Design and Noise AnalysisSound Wall location is preliminary.102'



6 : 1 5%


2%

2 : 1 V

ar.

Fill Slope

2 : 1 & Var.

5'5'


2 : 1 V

ar.

Fill Slope

2 : 1 & Var.

5%

5'5'


2 : 1 V

ar.

Fill Slope

2 : 1 & Var.


5'

2 : 12 : 1

2%

5'

2 : 12 : 1

2%

5'

2 : 12 : 1

Inset P Inset B

1

2

3

4

5

6

7

Pavement Legend














CONCEPTUAL PLANS


NOT TO SCALE

INSET P

34

1

Sawcut

1'6

OPTION 1 PLANS

Shoulder

12'

Shoulder

14'

CD-Road Typical)

Var. (See Ult. NB

CD-Road Typical)

Var. (See Ult. NB

CD-Road Typical)

Var. (See Ult. NB

NOT TO SCALE

3

46

1 3

46

2

INSET B

95

0095-111-278



October 4, 1956

RW-201,C-501

0095-111-278 2V

2V

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715002v.dgn


d107715002v.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Rice & Associates

Accumark, 3/18/16

BL


6 : 1


6'

4'

Sta. 47+000 to Sta. 58+00.00

Station to Station

Super SectionGS-115%

STD. MB-7A


5%

Min.

4'

2.5'


2 : 1 & Var Fill Slope

STD. MB-7A


5%

Min.

4'

2.5'


2 : 1

5'5'

2 : 1 & V

ar.






CONCEPTUAL PLANS


OPTION 1 PLANS

Lane

12'

Lane

12'

Lane

12'

Lane

12'

FOR INFORMATIONAL PURPOSES ONLY

NB CD-Road (By Others)Ultimate

0095

October 4, 1956



0095-111-278

0

SCALE

50' 100'

RW-201,C-501

0095-111-278

Matc

hline Sta. 127+0

0.0

0 Sheet 7

Matc

hline Sta. 127+0

0.0

0 Sheet 7






Accumark, 3/18/16

Rice & Associates


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d107715008_option1.dgn



PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER







C

F





Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9

Matc

hlin

e Sta. 14

2+0

0.0

0 Sheet 9




ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia


CONCEPTUAL PLANS



OPTION 1 PLANS

Opt. 1

8

Opt. 1

8

2254

UF

O1

226.4

436

2255

UF

O1

226.2

855

2256

UF

O1

226.6

034

2257

UF

O1

226.3

212

2258

UF

O1

226.2

061

2259

UF

O1

226.1

041

2260

UF

O1

226.0

196

2261

UF

O1

226.7

800

2262

UF

O1

227.2

932

2263

UF

O1

226.1

989

2264

UF

O1

227.9

462

2265

UF

O1

227.9

201

2266

UF

O1

228.9

547

2267

UF

O1

229.4

256

2268

UF

O1

229.1

332

2269

UF

O1

228.6

293

2270

UF

O1

229.2

131

(SIG)

F

F

(SIG)S

Ductile Iron

#115

6" D. I.

PV

C

Ductile Iron

Ductile Iron

#116

Ductile Ir

on

Ductile Ir

on

PVC

#117 6" D. I.

#118

PVC

SS

SS

S

#255

#256

6' x 8' Box Culvert

D

D

18" RCP

6' x 8' Box Culvert

In. Pl. Conc.

DI

Rim= 251.55

In. Pl. Conc.

DI

Rim= 251.60

In. Pl. 18" RCP

Inv. In= 247

.40

Inv. Out= 246

.73

Conc. H

ead

wall

Conc. H

ead

wall

Inv. In=

204.7

5

Inv. O

ut= 2

01.72

In. Pl. 6' x 8' Box

Culvert

In Pl. 4

8" Conc. Pipe

Inv. In = 220. 5

9'

In Pl. H

ead

wall

Inv.

Out = 213. 4

8'

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

Inv.

Out = 206. 0

8'

In Pl. 4

8" Conc. Pipe

In Pl. E

nd

wall

In Pl. 4

8" Conc. Pipe

Inv. In = 212. 0

0'

In Pl. H

ead

wall

(S 83°0

0'0

3"

W 440.6

1')

(S 86°5

7'2

3" E 354.0

3')

PB 11 PG 12

6INST. #01000

2736Ex. V

DOT Draina

ge Esmt.

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DOT Sewer Es

mt.

INS

T. #

080002751

Ex. 15'

Vir

ginia Power Es

mt.

38.35')(S 03

°32'59" W

38.40')

(S 55°0

9'0

3" E

53.17')

(S 60°19'2

1" E

PB 9 P

G 21


mt.

66.82')

(N 74°2

9'0

3" E

15.6

2')

(N 86°2

8'0

0" E

24.27')(N

05°09'

39" W

100.6

3')

(S 83°5

7'2

5" E

32.3

2')

(N 73°2

9'5

3" E

55.9

9')

(N 76°19'3

2"

W

L= 82.26')

(R= 5842.58'

54.5

5')

(S 89°11'28"

W

32.6

2')

(S 85°4

4'4

4"

W

(N 09°08'22" E 206.18')

L= 717.90'')(R= 5842.58'

45.0

1')

(S 88°2

9'5

0" E

57.10')

(N 84°5

5'3

4" E

77.6

0')

(N 87°5

6'4

3" E

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW

Mon.

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

RW Pin

Varia

ble

Width R/

WCowan Boule

vard

PB 11 P

G 12

6IN

ST. #

010

002736

Ex. V

DO

T

Drain

age Es

mt.

Existing

VD

OT

R/

W per Pla

ns

U000-111-103, R

W-2

01

Pla

ns

U000-111-103, R

W-2

01

Existing

VD

OT

R/

W per

Existing VDOT Limited

Access R/W per Pla

ns 0095-089-101

Existing VDOT Limited Access R/W per Plans 009

5-088-109

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing V

DOT Limited

Access R/

W per Pla

ns 0095-08

9-101

Existin

g VDOT

Limited Ac

cess R/W

per Pl

ans 00

95-089

-101

Existing VDOT Limited Access R/W per Plans

0095-089-101

N 74°3

0'2

4" E

S 83°0

1'25"

W

PB 11 P

G 12

6

INS

T. #010

002736

Ex.

VD

OT Sewer Es

mt.

(N 63°15'4

3"

W 17

7.9

1')

(N 54°4

1'43"

W 13

3.5

0')

Ir

(Approx. Location)

DB 293 PG 01

Ex. 20' Sanitary Sewer Esmt.

(Approx. Location)

DB 293 PG 527

Sewer Esmt.

Ex. 20' Sanitary

(Approx. Loc

ation)

Inst. # 0

500020

01

Ex. 20'

Sanitary

Sewer E

smt.

N 63°11'59"

W

(S 86°0

7'2

5" E 208.6

9')

LR070001120

Ex. Per

manent Preservation Easement

DB 293 Pg. 10

3Ex. 20' San. Sewer Easement

S86°0

6'5

3"E

(S 25°14'20" E 263.66')

(S 04°1

6'29" E 1

59.25')

THE PRESERVE

AT S

MITH

RUN

HOMEOWNERS AS

SOCIATI

ON

Inst.# 12

0000

712

2. 43

6 AC.

TAX MAP

# 77

69-96-45

60

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE, LLC

Inst.# 06000

0272

GPIN# 7769

-94-782575.53

247 AC. (To

tal)9.39636 AC.

Inst.# 07000

3773

PB 16 PG 23

-24

1.0905 AC.

GPIN# 7769

-85-5954


DB 301 PG 794


GPIN# 7769-85-3760


GPIN# 7769

-76-7937

DB 199 PG 474

34.2009 AC. (Pe

r GIS)& JOYCE

D. GRAVESNELSON A.

GRAVES, Jr.

DB 208 PG 1

00

GPIN#

7769-8

7-3295& B

ONNIE B. CARTER

GLORIA B. WHIT

TAKER, CAROL

B. COLE

MAN,

20.479

4 AC. (

Per GI

S)

HYLTON VENTURE LLC,

Inst.# 060000272

GPIN# 7769-94-7825

75.53247 AC. (Total)66.13611 AC.

24"

24"

24"

24"

24"

24"

48"

48"

48"

24"

127

128 129 130 13

1 132 13

3

134

135

136

137

138

139

140

141

142

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72'

L = 2,515.08'

R = 5,524.00'

122+18.22PC =

PT =147+33.29

I-95

127

128 129 13

0 131 13

2 133

134

135

136

137

138

139

140

141

142

L = 2,535.16'

Curve 95NB2

PI = 134+27.46

T = 1,289.76'

R = 5,590.00'

121+37.70PC =

PT =146+72.86

Prop. RW & Prop Limited Acces

s Line

Limited Ac

cess Line

Prop. R

W & P

rop

Prop. R

W &

Prop Limite

d Access Line

Limited Access Line

Prop. RW & Prop

001

001

002

003

004

21,324 SQ FT

JAVIER & DENISE

GUTIERREZ FRANCISCO

00521,9

16 SQ F

TKRAMER

KYLE W

& AMY A 006

16,0

04 S

Q F

TD

AY

MALIC

HA

& ROBIN 25,867 SQ FT

AUSTIN MATTHEW A

St'd. GR-6 Req'd.

PIER PROTECTION SYSTEM REQ'D

Type 1 Req'd.

St'd. GR-FOA-2

Type 2 Req'd

.St'd. GR-FOA-2+5

0.0

0

860'

+50.0

0

300 Tape

r

Shoulder

Transitio

n

+50.0

0

will deter

mine w

all siz

e and loc

ation.

Final Plan De

sign a

nd Noi

se Analysis

Sound

Wall lo

cation is pr

eliminary.

CF

Ultimate C

D RoadSt'd

Guardrail

Terminal G

R-11 Req'd

St'd FE-W1 Req'd

St'd FE-W1 Req'd

St'd F

E-W1 R

eq'd

41

42

43

44

45

46

47

PCC47+45.32

48

49

50

51

52

53

54

55

Curve CDWALL22

PI = 41+22.02

T = 628.42'

L = 1,251.72'

R = 5,665.00'

34+93.60PC =

PCC =47+45.32

Ultimate CD-Road

PI = 5

3+53.7

5

T = 6

08.43'

L = 1,2

11.46'

R = 5,25

0.00'

47+45.32

PCC =

PT =59

+56.78

Curve

CDWALL23

Ultimate

CD-Road

FC

FC

I-95 NB

I-95 SB

Ultimate NB CD-Road

CF

FCFC

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hline Sta. 142

+00.0

0 Sheet 8

Matc

hlin

e Sta. 15

5+0

0.0

0 Sheet 10

Matc

hlin

e Sta. 15

6+0

0.0

0 Sheet 10


0

SCALE

50' 100'







C

F









0095RW-201,C-501

0095-111-278



October 4, 1956

Accumark, 3/18/16

Rice & Associates

0095-111-278



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE





PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER



CONCEPTUAL PLANS

ROADWAY ENGINEER

Richmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




OPTION 1 PLANS Opt. 19

Opt. 19

F

2307

WL1

247.5

247

2308

WL1

243.7

534

2309

WL1

243.8

328

2712

WL30

245.2

578

2713

WL30

244.3

004

2714

WL30

245.1

282

2715

WL30

251.6

541

2716

WL30

254.5

544

2717

WL30

254.9

448

2844

WL1

138.3

617

2845

WL1

141.0

780

2846

WL1

143.9

040

2847

WL1

142.0

460

2848

WL1

134.8

093

2849

WL1

136.7

080

(SIG)

E

Preserve Lane

D

D

D

D

D

Inv.

Out

= 238. 3

5'

In Pl. 15"

Conc. Pip

e

Rim

= 245. 8

8'

In Pl. C

DI

Inv.

Out

= 237. 8

2'

In Pl. 15"

Conc. Pip

e

Inv. In =

238. 11'

Rim

= 245. 9

5'

In Pl. C

DI

Inv.

Out

= 236. 8

0'

In Pl. 15"

Conc. Pip

e

Inv. In =

237. 0

9'

Rim

= 244. 0

7'

In Pl. C

DI

D

Inv.

Out

= 241. 4

1'

In Pl. 3

0"

Conc. Pip

e

In Pl. E

nd Section

Inv.

Out

= 241. 7

5'

In Pl. 3

0"

Conc. Pip

e

Inv. In =

241. 9

3' (1.0' x 1.4' Inlet)

Rim

= 247. 8

5'

In Pl. Ris

er Str

ucture



(S 46°44'11" E 114

6.93')

Ir

(Approx. Location)

Inst. # 0

5000

2001

Ex. 10' Sanitary Sew

er Esmt.

S 46°40'27" E

(R = 5489.71')

(A = 461.43')

Inst. #050003417

Storm-Drainage Easement

Ex.

Varia

ble

Width Private

RW

Mon.

Inst. #05

0003

417

Ex. 2

0' Private Storm

Drainage

Easem

ent

(S 10°54'45" E 697.18')

(N 72°10'13" E 423.19')

Inst. #050003417


m

Drain

age Ease

ment

N72°0

9'4

1"E

ir (S 10°54'45" E 375.82')

S05°12'05"W

(S 05°11'33" W 218.08')

(R = 280.00')

(A = 196.76')

(R = 5842.58')

(A = 228.73')

(S 28°47'28" E 433.20')

(S 25°

32'28" E 14

7.20')

(R = 280.00')

(A = 231.86') LR070001847Ex. 15' Public Waterline E

asement

DB 319 Pg. 185

Ex. 15' Storm Sewer Easement

(S 09°32'28" E 314.30')(S 07°57'28" E 63.90')

(N 84°0

6'2

8"

W 839.5

8')

N84°0

5'5

7"W

(S 84°0

6'2

8" E 86.5

8') R

W

Pin

(S 78°3

0'3

3"

W 10

1.35')

(N 78°3

0'3

3" E 10

1.35')

DB 300 Pg. 367

Ex. 20'

Utility Ease

ment

(N 06°10'49" W 240.19')

(S 06°10'49" E 240.19')

(N 10°55'34" W 383.52')

(N 10°55'34" W 680.89')

HAMPTONS AT NOBLE, L. P.

10. 974 AC.

GPIN# 7769-87-5772

Inst.#160000121


Inst.# 030001034

6. 000 AC.

GPIN# 7769-98-4384

THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATION

Inst.# 120000712

0. 955 AC.

TAX MAP# 7769-98-2024THE PRESERVE AT SMITH RUN

HOMEOWNERS ASSOCIATIONInst.# 120000712

2. 436 AC.TAX MAP# 7769-96-4560

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

24"

142

143

144

145

146

147

PT14

7+3

3.2

9

148

149

150

151

152

153

154

155

Curve 95MLREV-1

PI = 134+97.94

T = 1,279.72'

L = 2,515.08'

R = 5,524.00'

122+18.22PC =

PT =147+33.29

142

143

144

145

146

PT14

6+7

2.8

6

147

148

149

150

151

152

153

154

155

156

Curve 95NB2

PI = 134+27.46

T = 1,289.76'

L = 2,535.16'

R = 5,590.00'

121+37.70

146+72.86PT =

PC =

002

006

16,004 SQ FT

DAY MALICHA

Prop Limite

d Access

Line

Prop. RW & will determine wall size and location.

Final Plan Design and Noise AnalysisSound Wall location is preliminary.

Ultimate CD Road


End Construction NBL Rte. 95

St'd F

E-W1 R

eq'd

56 57

58

59

PT59+5

6.7

8

60

61

62

63

64

65

66

67

68

69

Curve CDWALL23

PI = 53+53.75

T = 608.43'

L = 1,211.46'

R = 5,250.00'

47+45.32PCC =

PT =59+56.78

Ultimate CD-Road

I-95 NB

I-95 SB

Ultimate NB CD-Road

0095RW-201,C-501

0095-111-278

For Utility Owners, refer to Sheet 3. 0095-111-278

0

SCALE

50' 100'







C

F




Matc

hline Sta. 155+0

0.0

0 Sheet 9

Matc

hline Sta. 156+0

0.0

0 Sheet 9

Rice & Associates

Accumark, 3/18/16


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE





PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER








October 4, 1956By Resolution of Commonwealth Transportation


CONCEPTUAL PLANS

ROADWAY ENGINEER

RIchmond, Virginia


HYDRAULIC ENGINEER

Richmond, Virginia




OPTION 1 PLANS

Opt. 1

10

Opt. 1

10

2209

UE

L1

240.9

581

2210

UE

L2

241.7

168

2211

UE

L2

242.4

943

2212_1

UE

L2

242.3

762

2212

EL

L

242.3

762

2213

EL

L

242.3

747

2214

EL

L

242.6

511

E

2215

EH

H

242.5

618

2216_1

UE

L1

242.2

404

2216

UE

L2

242.2

404

2217_1

UE

L1

242.3

014

2217

UE

L2

242.3

014

2218

EL

L

242.2

084

2219

EL

L

242.1

977

2220

EL

L

241.9

779

E

2221

EH

H

242.2

322

2222

UE

L2

243.3

330

2223_1

UE

L2

244.1

672

2223

LP

244.1

672

2224

UE

L1

242.4

155

2225

UE

L1

242.7

250

2226

UE

L1

242.8

399

2227

UE

L1

243.2

280

2228

UE

L1

242.8

385

2229

UE

L1

242.8

524

2230

EL

L

242.9

010

2231

EL

L

242.9

096

2232

EL

L

242.7

300

E

2233

EH

H

242.8

700

2234

UE

L2

242.9

303

2235

UE

L2

243.9

781

2236_1

UE

L2

244.1

455

2236

LP

244.1

455

2237

UE

L1

243.7

417

2238

UE

L1

243.4

615

2239

UE

L1

244.7

854

2240

UE

L1

244.2

213

2241

UE

L1

243.9

601

2242

UE

L1

243.9

401

2243

UE

L2

243.8

995

2244_1

UE

L2

243.2

580

2244

LP

243.2

580

2245

EL

L

243.8

756

2246

EL

L

243.8

734

2247

EL

L

243.8

382

E

2248

EH

H

243.8

5572

249

UE

L1

243.7

532

2250

UE

L1

243.7

722

2251

UE

L1

243.7

738

2252

UE

L1

243.4

252

2253_1

UE

L1

243.8

938

2253

LP

243.8

938

F

F

2341

TC

B

255.5

482

2342

TC

B

255.5

832

2343

TC

B

255.6

937

2344_1

UE

L1

255.6

541

2344

CP

255.6

541

2345

UE

L1

255.1

838

2346_1

UE

L1

255.3

437

2346

EL

L

255.3

437

2347

EL

L

255.3

910

2348

EL

L

255.1

124

E

2349

EH

H

255.2

075

2354

TC

B

255.4

776

2355

TC

B

255.4

421

2356

TC

B

255.7

1752357

UE

L1

255.5

385

2359

UE

L1

255.7

817

2360

UE

L1

255.9

373

2361_1

TS

P

248.5

432

2361

UE

L2

248.5

432

2362

UE

L2

247.4

677

2363

UE

L2

247.6

044

2364

EL

L

247.3

022

2365

EL

L

247.6

375

2366

EL

L

247.6

873

E

2367

EH

H

247.4

330

2368

UE

L2

251.1

158

2369

UE

L2

255.3

772

2370

UE

L2

255.9

249

2371

UE

L1

255.8

936

2372

UE

L1

255.3

163 2

373

UE

L2

255.0

997

2374

UE

L2

254.0

829

2375

UE

L1

254.5

180

2376

UE

L1

254.2

740 2377

UE

L2

253.8

550

2378_3

UE

L2

254.0

407

2378_2

UE

L1

254.0

407

2378_1

PP

254.0

407

#461

2378

EM

254.0

407

2379

PP

252.1

908

2380_1

PP

253.2

152

2380

EM

253.2

152

2382

PP

251.5

486

F

2160

UE

L2

251.1

254

2163

UE

L2

250.3

701

2164

UE

L2

249.7

473

2169

UE

L2

249.2

329

2172

UE

L2

248.9

482

2173

UE

L2

249.2

9352

177

UE

L2

250.0

993

2178

UE

L2

252.0

255

2186

UE

L2

253.2

464

2187

UE

L2

253.8

077

2193

UE

L2

254.3

369

2194

UE

L2

255.1

770

2199

UE

L2

255.7

778

2200

UE

L2

257.3

662

2205

UE

L2

259.2

363

2206

UE

L2

260.7

386

2211

UE

L2

260.9

964

2212

UE

L2

261.0

761

2214

GU

Y

261.6

920

2215

GU

Y

261.5

107

2216

UE

L2

261.0

921

2217

UE

L2

261.1

499

2218

UE

L2

261.4

063

2223_1

UE

L1

252.0

586

2224_1

UE

L1

249.6

114

2224

EL

L

249.6

114

2225

EL

L

249.6

006

2226

EL

L

249.6

249

E

2227_1

EH

H

249.6

195

2234_2

PP

267.2

703

2234_1

EM

267.2

703

2234

UE

L1

267.2

703

2235_1

UE

L1

262.1

606

2235

EIE

262.1

606

2240

PP

278.1

680

2245

GU

Y

268.7

597 2246

GU

Y

269.0

222

2247

GU

Y

268.6

346

F

2252_3

PP

269.0

302

2252_2

UE

L2

269.0

302

2252

CT

V2

269.0

302

F2258

CT

V2

268.7

040

2259

CT

V2

268.6

073

2260

CT

V2

268.2

955

2263

CT

V2

267.8

764

2264

CT

V2

267.6

668

T

2267_1

CT

V2

267.7

026

#V

A43

TC

Box (2)

F

#1110

24

#1110

23

#1110

21

#1110

22

#W

B74

(SIG)

(SIG)

U1

E

E

E

E

E

T

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

D

D

D

D

(a)

(b)

Inv.

Out

= 246. 8

9'

In Pl. 2

4"

Conc. Pip

eIn

v. In =

247. 0

3'

Rim

= 251. 5

9'

In Pl. C

DI

D

D

(a)

Fall H

ill Avenue - R

te 639

D

D

(b)

(a)

(U

nder Constr

uctio

n)

Approxim

ate Locatio

n of New

Brid

ge

Activ

e Constr

uctio

n

Area

under constr

uctio

n in the sa

me general lo

catio

n.

This Brid

ge has been removed, a new brid

ge is currently

(S 10°54'45" E 375.82')


DB 292 Pg. 845Ex. 20' Utility Eas

ement

Inst. #050003

417Ex. 20' Publ

ic Waterline

Easement

(S 73°4

0'2

6" E 13

9.00')

BE

GIN L/

A LIN

E

Ex.

R/

W(R

= 2924.79')

(A = 261.50')

Inst. #15

00017

99

Ex. Te

mp.

Const. E

smt.

Inst. #050003417


m

Drain

age Ease

ment

(N 83°4

9'11" E

50.0

0')

(S 06°10'49" E 144.57')

N78°4

1'13

"E(S 85°0

5'0

0"

W 13

3.15')

(N 78°4

0'4

2" E 13

3.18')

(N 10°55'34" W 383.52')

(N 64°3

0'0

0" E 16

4.8

0')

(N 04°35'00" W 192.60')

PB 395 Pg 109

Ex. VEPCO EasementApprox. Locati

on

Inst. 150001983

Ex. VEPCO Easement

Proj. U

000-111-2

33, R

201, C

501

Ex. T

emp. C

onst. E

smt.

BE

GIN

L/

A LIN

E


(S 00°09'00" W 251.60')

ir

(R

= 485.0

0')

(A =

124.8

8')

(N 68°4

3'4

1" E 12

3.2

5')

(N 68°4

3'4

1" E 13

8.3

8')

(S 17°25'22" E 65.41')

(N 79°0

7'4

8" E 313.0

0')

(S 10°52'12" E 391.00')

(4

0.0

0')

(N 79°0

7'4

8" E)

(S 73°3

4'17"

W 350.0

0')

(R = 5616.58')

(A = 726.01')Inst. #070003599

Ex. Private 20' Sanitary Sewer Easement

Inst. #0

70003599

Ex. Priva

te 20' Storm

Sew

er Easem

ent

Inst. #070003599


Inst. #070003599


PB 8 Pg. 23

Ex. 10' VEP

CO Easement

PB 8 Pg. 2

3Ex. 10' V

EP

CO

Ease

ment

PB 8 Pg. 23Ex. 10' VEPCO Easement

PB 8 Pg. 23Ex. 10' Utility Easement

(62.85')

Inst. #060003667

Water Ease

ment

Ex. 20'

X 50'

Inst. #040004204Ex. VEPCO Esmt.

Inst. #

040004204

Ex. V

EP

CO Es

mt. In

st. # 0700019

61

Ex. 15' V

EP

CO Easement

Inst. #

1500012

78

Inst. #

1500010

47

VD

OT

&

Do

minio

n Power

Ex. Utility

Es

mt. f

or

Inst. #150001278Inst. #150001047VDOT & Dominion

PowerEx. Utility Esmt

. for

BE

GIN L/

A LIN

E

Ex. R

W Line P

er Inst. #150001010

Inst. #16

0000009

For VEP

CO

Ex.

VD

OT

Utility E

smt.

Begin L/

A Line

Ex.

R/

W

Inst. #14

0000255

Ex. 25'

Colu

mbia

Gas of

Vir

ginia Es

mt.

RW

Mon.

RW

Mon.

ipf




S10°52'26"E

(N 73°3

4'17" E 423.5

7')

N68°4

3'2

7"E

RH LUXURY, LLC

Inst.# 080002839

4. 6973 AC.

GPIN# 7769-88-4279

CELEBRATE 1080, LLC

Inst.# 070003526

2. 4706 AC.

GPIN# 7769-88-3772

BRE SELECT HOTELS PROPERTIES LLC

Inst.# 130001421

3. 041 AC.

GPIN# 7769-89-4007

KINGDOM FAMILY HOLDINGS, INC.Inst.# 1600004316. 000 AC.

GPIN# 7769-99-0859

BRAGG HILL COMMUNITY CORPORATION

DB 275 PG 382

2. 510 AC.

GPIN# 7769-99-0343

123456789

10

JOHN E. & CHERI L. MILES

DB 294 PG 714

0. 048 AC.

GPIN# 7769-89-9280

1

FARIBA ASSADZADEHInst.# 040003104

0. 027 AC.

GPIN# 7769-89-9187

2

KELLY O. NEWTONInst.# 040000141

3

TAX MAP# 7769-89-91950. 027 AC.

ADOLFO HERNANDEZInst.# 080002546

0. 027 AC.

GPIN# 7769-89-9194

4

EVONNE E. THOMASInst.# 040002438

0. 027 AC.

GPIN# 7769-89-9192

5

STEVEN R. HAYNESInst.# 080001064

0. 027 AC.

GPIN# 7769-99-0100

6


Inst.# 030000957

0. 027 AC.

TAX MAP# 7769-99-0008

7


DB 219 PG 524

0. 027 AC.

GPIN# 7769-99-0016

8


Inst.# 100001939

0. 048 AC.

TAX MAP# 7769-99-0013

9

MANSOUR REAL ESTATE, LLC

Inst.# 130002163

0. 049 AC.

GPIN# 7769-99-1010

10

WEYMOUTH, L. L. C.

Inst.# 010001353

0. 715 AC.

TAX MAP# 7769-98-1731


Inst.# 030001034

1. 037 AC.

GPIN# 7769-98-1474

KINGDOM FAMILY HOLDINGS, INC.

Inst.# 160000431

6. 000 AC.

GPIN# 7769-99-08

59

23456789

155

156

157

158

159

160

161

162

163

164

165

166

167

PC16

7+0

3.4

3

168

169

170

Curve 95MLREV-2PI = 180+77.73

T = 1,374.30'L = 2,690.80'R = 5,368.00'

167+03.43PC =

PT =193+94.23

Station 160+50.00 NBL BaselinePE-101, RW-201 & C-501End Project Project 0095-111-278,

156

157

158

159

160

161

162

163

164

165

PC16

5+3

4.4

9

Curve 95NB5PI = 173+22.19

T = 787.69'L = 1,565.51'R = 5,710.00'165+34.49

PC =PT =181+00.00

166

167

168

169

170

171

will determine wall size and location.Final Plan Design and Noise AnalysisSound Wall location is preliminary.

Ultimate CD Road

70

71

72

73

74

75

PO

T75+4

5.6

6 I-95 NB

I-95 SB

Ultimate NB CD-Road

Documents

ATTACHMENT 4.0.1 · LETTER OF SUBMITTAL CHECKLIST AND CONTENTS 1 of 2 Offerors shall furnish a copy of this Letter of Submittal Checklist, with the page references added, with the