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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. dwlyle@wagman.com 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. gmandricos@wagman.com
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
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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
RW-201,C-5010095-111-278, P-101, 1G0095
1G0095-111-278
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715001g.dgn
Plotted By: rslabach4:17:21 PM
d107715001g.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
Rice & Associates
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson CONCEPTUAL PLANS
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
DESIGN CRITERIA TABLE
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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
ROUTE PROJECTSHEET NO.
d107715002b.dgn
Plotted By: rslabach4:17:30 PM
d107715002b.dgn
PROJECT MANAGER
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
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'
GS-115%Seeding Req'd.
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
RW-201,C-501
0095-111-278
BL
I-95 SBL
16'
6 : 1
Clear Zone min= 30'
GS-115%Seeding Req'd.
Topsoil &
Exist Pave.
12'
6 : 1
Clear Zone min= 30'
GS-115%Seeding Req'd.
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
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
8 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
Johnson, Mirmiran & Thompson (804) 323-9900
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'
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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'
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
Sta. 207+87.91 to Sta. 209+75.00
7.5 % and Var.
10'
LineCrown
Clear Zone min= 20'
6 : 1
10'
5' 5'
Seeding Req'd.Topsoil &
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'
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
Sta. 209+75.00 to Sta. 212+07.91
7.5 % and Var.
10'
LineCrown
Clear Zone min= 20'
6 : 1
10'
5' 5'
Seeding Req'd.Topsoil &
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
ROUTE PROJECTSHEET NO.
d107715002c.dgn
Plotted By: rslabach4:17:32 PM
d107715002c.dgn
PROJECT MANAGER
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
Var. from 209+75.00 to 210+00.00*
**
Station to Station
Station to Station
Station to Station
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Var. Width Mill & Overlay/Build-up
Var. Width Mill & Overlay/Build-up
Var. Width Mill & Overlay/Build-up
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
GS-115%6 : 1
5'5'
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
Sta. 212+07.91 to Sta. 219+89.74
2.0 % and Var.
10'
Clear Zone min= 20'
6 : 1
10'
5' 5'
Seeding Req'd.Topsoil &
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'
Seeding Req'd.Topsoil &
2 : 1
Fill sl
ope
9'
Pave.Match
GS-115%6 : 1
5'5'
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
Sta. 219+89.74 to Sta. 222+02.52
2.0 % and Var.
10'
Clear Zone min= 16'
Seeding Req'd.Topsoil &
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
ROUTE PROJECTSHEET NO.
d107715002d.dgn
Plotted By: rslabach4:17:39 PM
d107715002d.dgn
PROJECT MANAGER
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
Station to Station
Station to Station
0' - 36'
St'd MC-4
St'd MC-4
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002e.dgn
Plotted By: rslabach4:17:42 PM
d107715002e.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
GS-11 5%6 : 1
5'5'
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
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'
Seeding Req'd.Topsoil &
6'
2 : 1 Cut Slope GS-115%
6'
Clear Zone min= 16'
Seeding Req'd.Topsoil &
9'
2 : 1 Fill Slop
e
GS-115%
Ramp B
Rice & Associates
Accumark, 3/18/16
Station to Station
St'd MC-4
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Inset D2 Inset D1
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
Cell Revised 12/11/12
GS-11 5%6 : 1
5'5'
Seeding Req'd.Topsoil &
GradePoint of Finished
Seeding Req'd.Topsoil &
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
ROUTE PROJECTSHEET NO.
d107715002f.dgn
Plotted By: rslabach4:17:44 PM
d107715002f.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
GS-11 5%
Seeding Req'd.Topsoil &
13'
6 : 1 Fill Slope
BL
Slip Ramp B
Pavement
Rte. 3
Exist 1'
Seeding Req'd.Topsoil &
Prop Retaining Wall
BL
GradePoint of Finished
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.
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
Match Pave. Slope Match Pave. Slope
Seeding Req'd.Topsoil &
Prop Retaining Wall
Match Pave. Slope
Seeding Req'd.Topsoil &
Prop Retaining Wall
Inset D2 Inset D1
Inset G1 Inset G1Inset H
(See Plans)St'd MS-1
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002g.dgn
Plotted By: rslabach4:17:47 PM
d107715002g.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
77'
2'
1'
12' 1'
(See Plans)St'd MS-1
Match Exist.
2'
25'
Seeding Req'd.Topsoil &
Prop Retaining Wall
Match Exist.
0.58' 3'
Fill Slope
2 : 1 & Var.
2'
1'
WBL Rte. 3 EBL Rte. 3
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'
Seeding Req'd.Topsoil &
Prop Retaining Wall
2'
WBL Rte. 3
1'
1'
Match Exist.
77'25'
Seeding Req'd.Topsoil &
Prop Retaining Wall
12'
12'
2'
Var.
10' & Var.
(See Plans)Flexible Post Delineators
St'd MS-1 with
(See Plans)Flexible Post Delineators
St'd MS-1 with
Var. Width Mill & Overlay
Var. Width Mill & Overlay
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
(See Plans)Flexible Post Delineators
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002h.dgn
Plotted By: rslabach4:17:49 PM
d107715002h.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
Sta. 35+79.16 to Sta. 38+00.00
Rice & Associates
Accumark, 3/18/16
Station to Station
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
77'
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
Station to Station
77'
Sta. 38+00.00 to Sta. 40+50.00
1'
GS-115%
Seeding Req'd.Topsoil &
10'10'
6 : 1
5' 5'
2 : 1 Cut Slope
Var.
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
Station to Station
Sta. 40+50.00 to Sta. 43+49.12
1'
GS-115%
Seeding Req'd.Topsoil &
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
Var. Width Mill & Overlay
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002i.dgn
Plotted By: rslabach4:17:52 PM
d107715002i.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
GS-11 5%6 : 1
5'5'
Seeding Req'd.Topsoil &
BLGradePoint of Finished
10'
6 : 1
10'
Seeding Req'd.Topsoil &
6'
Clear Zone min= 20'
1'
2 : 1 C
ut Slo
pe
6 : 1 Fill Slope
10'
1'
GS-115%
9'
GS-115%Seeding Req'd.
Topsoil &
2 : 1
Fill sl
ope
Clear Zone min= 20
GS-11 5%
Seeding Req'd.Topsoil &
13'
2: 1 Fill Slope
2 : 1
Fill sl
ope
6 : 1
14'
Seeding Req'd.Topsoil &
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'
Station to Station X
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'
Seeding Req'd.Topsoil &
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.
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
12'14'
Clear Zone min= 30'
4 : 1
4'
Transition Shoulder From 22+25 to 23+25
GS-11 5%6 : 1
5'5'
Seeding Req'd.Topsoil &
2 : 1 C
ut Slo
pe
6 : 1 Fill Slope
12'14'
Clear Zone min= 30'
4 : 1
4'
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
BLGradePoint of Finished
13'
Sta. 12+23.00 to Sta. 14+25.53
3.0 %
Var.
TYPICAL SECTIONS2J
2J
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002j.dgn
Plotted By: rslabach4:17:54 PM
d107715002j.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
1'
Sta. 10+74.29 to Sta. 15+50.06
BL
LaneTurn
32.5'
GradePoint of Finished
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%
Seeding Req'd.Topsoil &
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%
Seeding Req'd.Topsoil &
2: 1 Fill Slope
BLGradePoint of Finished
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
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
WBL Rte. 3 EBL Rte. 3
1'
Sta. 15+50.16 to Sta. 16+30.33
BL
LaneTurn
32.5'
GradePoint of Finished
2 %
1'1'
(See Plans)St'd MS-1A
TYPICAL SECTIONS2K
2K
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002k.dgn
Plotted By: rslabach4:17:57 PM
d107715002k.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
1'
Sta. 16+30.33 to Sta. 17+53.88
BL
LaneTurn
32.5'
GradePoint of Finished
1'
Var.
Var.
31'
31'
Rice & Associates
Accumark, 3/18/16
Station to Station
Station to Station
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
1.5 % & Var.
*
*Turn Lane baseline transitions to left of Rte. 3 Baseline
Crown LineApproximate Existing
Crown LineApproximate Existing
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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'
Crown LineApproximate Existing
Crown LineApproximate Existing
TYPICAL SECTIONS2L
2L
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002l.dgn
Plotted By: rslabach4:17:59 PM
d107715002l.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
BL
1'
Match Exist.
LaneTurn
GS-11 5%
Seeding Req'd.Topsoil &
13'
2 : 1 Fill slope
48'
Sta. 52+50.00 to Sta. 53+50.00
BL
Rte. 3
WBL Rte. 3 EBL Rte. 3
BL
LaneTurn
GS-11 5% Seeding Req'd.Topsoil &
13'
2 : 1 Fill slope
1'
GS-11 5%
Seeding Req'd.Topsoil &
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)
(See Turn Lane Typical)
Station to Station
Station to Station
St'd MC-4
St'd MC-4
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
67.75'
67.75'
12'2'
2' 60'
Var. Width Mill & Overlay
Var. Width Mill & Overlay
Inset N1
Inset E1 Inset D1
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002m.dgn
Plotted By: rslabach4:18:02 PM
d107715002m.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
BLWBL Rte. 3
EBL Rte. 3
BL
Match Exist.
1'
GS-11 5%
Seeding Req'd.Topsoil &
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%
Seeding Req'd.Topsoil &
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
(See Turn Lane Typical)
Station to Station
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
2M
2M
Sta. 54+55.00 to Sta. 60+00.00
St'd MC-4
WBL Rte. 3
BL
Rte. 3
1'
5%
Seeding Req'd.Topsoil &
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/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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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
ROUTE PROJECTSHEET NO.
d107715002n.dgn
Plotted By: rslabach4:18:04 PM
d107715002n.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
Rice & Associates
Accumark, 3/18/16
Station to Station X
BL
14'
I-95 NBL
Clear Zone min= 30'
GS-11 5%
Seeding Req'd.Topsoil &
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%
Seeding Req'd.Topsoil &
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
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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%
Seeding Req'd.Topsoil &
6 : 1
16'
4 : 1
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
24'
Inset BInset P
Inset P Inset B
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002o.dgn
Plotted By: rslabach4:18:09 PM
d107715002o.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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%
Seeding Req'd.Topsoil &
Exist Pave.
Match Exist
1'
6 : 1 4 : 1
5'5'
2 : 1 C
ut Slo
pe
12' 4'
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
Seeding Req'd.Topsoil &
2 : 1 Fill slope
2-O
2-O
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
NOT TO SCALE
INSET P
34
1
Sawcut
1'6
6 : 1
Seeding Req'd.Topsoil &
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278 2R
2R
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002r.dgn
Plotted By: rslabach4:18:16 PM
d107715002r.dgn
PROJECT MANAGER
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 TYPICAL SECTIONSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Rice & Associates
Accumark, 3/18/16
GS-11 5%
Seeding Req'd.Topsoil &
BL
GradePoint of Finished
6 : 1
Seeding Req'd.Topsoil &
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
Seeding Req'd.Topsoil &
9'
SlopePavement
Match
SlopeExist.Match
1'
6 : 1
Seeding Req'd.Topsoil &
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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'
GS-11 5%Seeding Req'd.
Topsoil &
Exist Pave.Exist Pave.
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'
GS-11 5%Seeding Req'd.
Topsoil &
Exist Pave.Exist Pave.
Match Exist
Station to Station
Sta. 91+50.00 to Sta. 93+00.00
6 : 1 & Var.
1'
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278 2S
2S
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002s.dgn
Plotted By: rslabach4:18:19 PM
d107715002s.dgn
PROJECT MANAGER
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 TYPICAL SECTIONSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002t.dgn
Plotted By: rslabach4:18:22 PM
d107715002t.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
Rice & Associates
Accumark, 3/18/16
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
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
filler line station / slope
LOOPB 0.0000
LOOPB -18.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
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
filler line station / slope
NBRAMP2 0.0000
NBRAMP2 -10.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
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
Johnson, Mirmiran & Thompson (804) 323-9900
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
filler line station / slope
RTE3TL2 0.0000
RTE3TL2 -12.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
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
filler line station / slope
NBRAMP 0.0000
NBRAMP 10.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
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
filler line station / slope
NBRAMP 0.0000
NBRAMP -10.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
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
filler line station / slope
OFFRAMP3A 0.0000
OFFRAMP3A -12.0000
chain / offset
dependent shape
shape cluster tie = 0.0000
shape cluster profile = OFFRP3APR
shape cluster baseline = OFFRAMP3A
auto shape set
job number = 101
auto shape
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715003.dgn
Plotted By: rslabach4:18:27 PM
d107715003.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
Rice & Associates
Matc
hline Sta. 3
8+0
0.0
0 Sheet 4
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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
William.Lacy@verizon.com
dking@fredericksburgva.gov
City of Fredericksburg
sragland@summitig.com
SummitIG (SIG)
James Cummings
1310 Belman Road
Michael Llamas
8532 Skip Jack Pl
mllamas@pegbandwidth.com
James.Cummings@cox.com
(540)-295-5831
of existing pavement
Denotes var. mill and overlay/build-up
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson CONCEPTUAL PLANS
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
Sewer:
Water and
Dave King
Greg Sye
Phone: (703) 201-5626
Greg.Sye@dom.com
John Filmeck
11101 University Boulevard
(540) 372-1023 ext. 251
John_Filmeck@comcast.com
Comcast
Verizon South
60 Commerce Parkway
Fredericksburg, Virginia 22406
David Godoy
godoy@nisource.com
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
Fredericksburg, Virginia 22404
Dulles, Virginia 20166
Fredericksburg, Virginia 22401
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
Ex. 30' Ingress/Egress Esmt.
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
Existing VDOT R/W per Plans 0095-089-101
Existing VDOT R/W per Plans 0095-089-101
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
Station 310+45.99 Constr. BL
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
Curve SLIPRPB2PI = 309+56.77
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
GR-11 Req'dSt'd Guardrail Terminal
0095 4
4
Matchlin
e Sta. 2
16+0
0 Sheet 6
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
0095-111-278
0
SCALE
50' 100'
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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.
RW-201,C-5010095-111-278
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715004.dgn
Plotted By: rslabach4:18:32 PM
d107715004.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
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 area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
Matchline Sta. 103+50.00 Sheet 6
Denotes Survey Obscured Areas
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
Johnson, Mirmiran & Thompson
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
CONCEPTUAL PLANSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Station 10+74.29 Constr. BL
Beg Construction Turn Lane
Station 224+67.74 Constr. BL
End Construction Ramp B
Station 302+18.65 Constr. BL
Begin Construction Slip Ramp B
Station 46+92.98 Constr. BL
End Construction Rte.3
Station 51+00.42 Constr. BL
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
Curve SLIPRPB1PI = 305+25.04
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
Curve LOOPB2PI = 12+36.13
T = 115.76'L = 217.81'R = 260.00'
11+20.37PCC =PCC =13+38.18
Curve LOOPB3PI = 14+76.37
T = 138.18'L = 251.63'R = 245.00'
13+38.18PCC =PCC =15+89.82
Curve LOOPB4PI = 16+16.68
T = 26.86'L = 53.58'R = 295.00'
15+89.82PCC =PT =16+43.39
CF
St'd. SI-2 Req'd.
FC
Station 10+00.00 Constr. BL
Begin Construction Loop B
Station 15+50.00 Constr. BL
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
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 area of proposed paved shoulder
Denotes area of proposed pavement
0
SCALE
50' 100'
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-5010095-111-278, P-101,
0095
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
4B
4B0095-111-278
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715004b.dgn
Plotted By: rslabach4:18:35 PM
d107715004b.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
Matchline Sta. 94+50.00 Sheet 4
Denotes Survey Obscured Areas
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 4
Matchline Sheet 5
Matchline Sheet 5
CONCEPTUAL PLANS
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
Denotes area of obscuring roadway
Denotes area of demolition of pavement
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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.
RW-201,C-5010095-111-278, P-101,
0
SCALE
50' 100'
0095-111-278 5
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715005.dgn
Plotted By: rslabach4:18:39 PM
d107715005.dgn
PROJECT MANAGER
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
Denotes Survey Obscured Areas
Matchline St
a. 17+50.00 S
heet 6
For Utility Owners, refer to Sheet 3.
Accumark, 3/18/16
Rice & Associates
Matc
hline Sta 53
+00.0
0 Sheet 4
Matchline Sheet 4B
Matchline Sheet 4B
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
CONCEPTUAL PLANSROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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.
Existing VDOT R/W per Plans 0095-089-101
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
Existing VDOT R/W per Plans 0095-089-101
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)
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)
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'dSt'd Guardrail Terminal
GR-11 Req'd
St'd Guardrail Terminal
GR-11 R
eq'd
St'd
Guardrail T
erminal
Station 17+53.88 Constr. BL
End Construction Turn Lane
Station 14+25.53 Constr. BL
End Ramp A ConnectorStation 11+75.00 Constr. BL
Beg Ramp A Connector
Station 66+44.29 Constr. BL
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
Station 10+57.73 Constr. BL
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
GR-11 Req'dSt'd Guardrail Terminal
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
0
SCALE
50' 100'
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715006.dgn
Plotted By: rslabach4:18:43 PM
d107715006.dgn
PROJECT MANAGER
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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.
RW-201,C-5010095-111-278
Matchline St
a. 17+5
0.00
Sheet 5
Denotes area of proposed pavement
Denotes area of demolition of pavement Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
Denotes Survey Obscured Areas
Sheet 4
Matchline Sta. 103+50.00
Sheet 4
Sta. 103+50.00
Matchline
For Utility Owners, refer to Sheet 3.
Rice & Associates
Accumark, 3/18/16
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
Matchline Sta. 112+00.00 Sheet 7
Matchline Sta. 112+00.00 Sheet 7
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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing pavement
Denotes area of proposed paved shoulder
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
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.
RW-201,C-5010095-111-278, P-101,
0
SCALE
50' 100'
0095-111-278 7
7
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715007.dgn
Plotted By: rslabach4:18:51 PM
d107715007.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
Denotes Survey Obscured Areas
For Utility Owners, refer to Sheet 3.
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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson CONCEPTUAL PLANS
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Ex. 20' Ingress/Egress Esmt.
PB 8 P
G 87
Ex. 20' Ingress/Egress Esmt.
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
HYLTON VENTURE LLC,Inst.# 060000272
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
THE CENTRAL PARK PROPERTY
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.
THE CENTRAL PARK PROPERTY
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
Station 26+10.13 Constr. BL
End Construction Ramp A
Station 112+34.81 Constr. BL
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
Accumark, 3/18/16
Rice & Associates
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715008.dgn
Plotted By: rslabach4:18:54 PM
d107715008.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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
For Utility Owners, refer to Sheet 3.
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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
CONCEPTUAL PLANS
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Ex. 20' Sanitary Sewer Es
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
OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY
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
COWAN, LLCCREEK COMPANY THE CONTRARY
DB 301 PG 794
13.408 AC. (Per GIS)
GPIN# 7769-85-3760
OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY
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
For Utility Owners, refer to Sheet 3.
0
SCALE
50' 100'
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
0095RW-201,C-501
0095-111-278 9
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
Accumark, 3/18/16
Rice & Associates
0095-111-278 9
Denotes Wetland Limits
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715009.dgn
Plotted By: rslabach4:18:58 PM
d107715009.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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
CONCEPTUAL PLANS
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Ex. 20' Private Stor
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
FRED II LIMITED PARTNERSHIP
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'
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
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
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715010.dgn
Plotted By: rslabach4:19:02 PM
d107715010.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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
CONCEPTUAL PLANS
ROADWAY ENGINEER
RIchmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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')
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
Ex. 20' Private Stor
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Ex. Public 15' Waterline Easement
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
ALAN D. & GAIL A. HOWARD
DB 219 PG 524
0. 027 AC.
GPIN# 7769-99-0016
8
ALAN D. & GAIL A. HOWARD
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
FRED II LIMITED PARTNERSHIP
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
0095-111-278
RW-201,C-501
0095-111-278 Accumark, 3/18/16
Rice & Associates
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715001_Option1.dgn
Plotted By: rslabach4:19:05 PM
d107715001_Option1.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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
ROUTE PROJECTSHEET NO.
d107715002u.dgn
Plotted By: rslabach4:19:08 PM
d107715002u.dgn
PROJECT MANAGER
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
95
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278
Rice & Associates
Accumark, 3/18/16
Station to Station X
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)
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Exist Pave.
17'
GS-11 5%
Seeding Req'd.Topsoil &
6 : 1
12'
St'd MC-4
12'
6 : 1
Seeding Req'd.Topsoil &
6 : 1
5'5'(See Plans)
Prop. Sound Wall
Seeding Req'd.Topsoil &
Var.
Var.
Station to Station
BL
14'
Clear Zone min= 30'
Exist Pave.
Match Exist
Exist Pave.
12'
6 : 1
Seeding Req'd.Topsoil &
6 : 1 Var.
I-95 NBL
Sta. 137+50.00 to Sta. 144+25.00
Station to Station
BL
Exist Pave.Exist Pave.
(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'
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
6 : 1 5%
(See Plans)Prop. Sound Wall
2%
2 : 1 V
ar.
Fill Slope
2 : 1 & Var.
5'5'
Seeding Req'd.Topsoil &
2 : 1 V
ar.
Fill Slope
2 : 1 & Var.
5%
5'5'
Seeding Req'd.Topsoil &
2 : 1 V
ar.
Fill Slope
2 : 1 & Var.
(See Plans)Prop. Sound Wall
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
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
8 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
RW-201,C-501
0095-111-278 2V
2V
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715002v.dgn
Plotted By: rslabach4:19:13 PM
d107715002v.dgn
PROJECT MANAGER
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 TYPICAL SECTIONSByrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Rice & Associates
Accumark, 3/18/16
BL
GradePoint of Finished
6 : 1
Seeding Req'd.Topsoil &
6'
4'
Sta. 47+000 to Sta. 58+00.00
Station to Station
Super SectionGS-115%
STD. MB-7A
(See Plans)Prop. Sound Wall
5%
Min.
4'
2.5'
Seeding Req'd.Topsoil &
2 : 1 & Var Fill Slope
STD. MB-7A
(See Plans)Prop. Sound Wall
5%
Min.
4'
2.5'
Seeding Req'd.Topsoil &
2 : 1
5'5'
2 : 1 & V
ar.
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
CONCEPTUAL PLANS
Johnson, Mirmiran & Thompson (804) 323-9900
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
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
Accumark, 3/18/16
Rice & Associates
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715008_option1.dgn
Plotted By: rslabach4:19:18 PM
d107715008_option1.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
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
For Utility Owners, refer to Sheet 3.
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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
CONCEPTUAL PLANS
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Ex. 20' Sanitary Sewer Es
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
OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY
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
COWAN, LLCCREEK COMPANY THE CONTRARY
DB 301 PG 794
13.408 AC. (Per GIS)
GPIN# 7769-85-3760
OWNERS ASSOCIATION, INC.THE CENTRAL PARK PROPERTY
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
For Utility Owners, refer to Sheet 3.
0
SCALE
50' 100'
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
0095RW-201,C-501
0095-111-278
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956
Accumark, 3/18/16
Rice & Associates
0095-111-278
Denotes Wetland Limits
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715009_option1.dgn
Plotted By: rslabach4:19:27 PM
d107715009_option1.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
By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
CONCEPTUAL PLANS
ROADWAY ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Ex. 20' Private Stor
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
FRED II LIMITED PARTNERSHIP
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
Station 144+25.00 Constr. BL
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'
Denotes area of proposed pavement
Denotes area of demolition of pavement
Denotes mill and overlay existing 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
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
Cell Revised 12/11/12
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d107715010_option1.dgn
Plotted By: rslabach4:19:33 PM
d107715010_option1.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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
By Resolution of Highway Commission
dated LIMITED ACCESS HIGHWAY
October 4, 1956By Resolution of Commonwealth Transportation
Board dated LIMITED ACCESS HIGHWAY
CONCEPTUAL PLANS
ROADWAY ENGINEER
RIchmond, Virginia
Johnson, Mirmiran & Thompson
HYDRAULIC ENGINEER
Richmond, Virginia
Johnson, Mirmiran & Thompson
Byrd Holloway, P.E., (540) 374-3367 (Fredericksburg District)
Johnson, Mirmiran & Thompson (804) 323-9900
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')
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
Ex. 20' Private Stor
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
(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
Ex. Public 15' Waterline Easement
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
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
Existing VDOT Limited Access R/W per Plans 0095-089-101
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
ALAN D. & GAIL A. HOWARD
DB 219 PG 524
0. 027 AC.
GPIN# 7769-99-0016
8
ALAN D. & GAIL A. HOWARD
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
FRED II LIMITED PARTNERSHIP
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
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