HomeMy WebLinkAbout20140929 Ver 1_Application_20140828
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replacement of Bridge no. 27 over US 29-64-70/I-85 Business Loop on NC 8 (Winston
Rd.)
2b. County: Davidson
2c. Nearest municipality / town: Lexington
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-3159
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6129
3g. Fax no.: (919) 212-5785
3h. Email address: aejames2@ncdot.gov
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
1
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.780468 Longitude: - 80.259998
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 7.0 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Michael Branch
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin-Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Land use in the project vicinity consists primarily of commercial development and industry, with some residential
development and thin forested areas along stream channels.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
607
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 176-foot bridge with a 150-foot, 2-span bridge on the existing alignment with traffic
maintained on-site by phased construction. The project will also involve the replacement of a pipe carrying a perennial
stream away from the bridge itself. Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Perennial stream only water resource in project
area; therefore, no JD was requested.
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
3
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
2f.
Area of impact
(acres)
Site 1 P T Choose One Yes
No
Corps
DWQ
Site 2 P T Choose One Yes
No
Corps
DWQ
Site 3 P T Choose One Yes
No
Corps
DWQ
Site 4 P T Choose One Yes
No
Corps
DWQ
Site 5 P T Choose One Yes
No
Corps
DWQ
Site 6 P T Choose One Yes
No
Corps
DWQ
2g. Total wetland impacts X Permanent
X Temporary
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermitte
nt (INT)?
3e.
Type of
jurisdiction
(Corps -
404, 10
DWQ –
non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
Site 1 P T Fill UT to Michael Branch PER
INT
Corps
DWQ 10 18
Site 2 P T PER
INT
Corps
DWQ
Site 3 P T PER
INT
Corps
DWQ
Site 4 P T PER
INT
Corps
DWQ
Site 5 P T PER
INT
Corps
DWQ
Site 6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 0 Perm
18 Temp
4
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated
Flo
ode
d
Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
5
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1 impact
(square feet)
6g.
Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments:
6
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed pipe end wall will be placed at the same location as the existing pipe, thereby avoiding permanent impacts; no
deck drains on proposed bridge.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Bridge Demolition, Removal and Construction will be followed, as well as those
for Sedimentation and Erosion Control.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
If no, explain: Impacts are temporary
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
7
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
8
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No
1b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No n/a
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
9
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10
(V
e
r
s
i
o
n
1
.
2
;
R
e
l
e
a
s
e
d
J
u
l
y
2
0
1
2
)
B3
1
5
9
Co
u
n
t
y
(
i
e
s
)
:
Da
v
i
d
s
o
n
Page 1of 1
Pr
o
j
e
c
t
T
y
p
e
:
Da
t
e
:
Ph
o
n
e
:
Ph
o
n
e
:
Em
a
i
l
:
Em
a
i
l
:
Co
u
n
t
y
(
i
e
s
)
:
CA
M
A
C
o
u
n
t
y
?
De
s
i
g
n
/
F
u
t
u
r
e
:
Ex
i
s
t
i
n
g
:
Pr
o
p
o
s
e
d
P
r
o
j
e
c
t
Ex
i
s
t
i
n
g
S
i
t
e
Pr
o
j
e
c
t
L
e
n
g
t
h
(
l
i
n
.
M
i
l
e
s
o
r
f
e
e
t
)
:
Su
r
r
o
u
n
d
i
n
g
L
a
n
d
U
s
e
:
Co
m
m
e
r
c
i
a
l
D
e
v
e
l
o
p
m
e
n
t
,
I
n
d
u
s
t
r
i
a
l
,
s
o
m
e
R
e
s
i
d
e
n
t
i
a
l Development
0.
2
9
m
i
l
e
s
Ri
v
e
r
B
a
s
i
n
(
s
)
:
Pr
i
m
a
r
y
R
e
c
e
i
v
i
n
g
W
a
t
e
r
:
Cl
a
s
s
C
Bu
f
f
e
r
R
u
l
e
s
i
n
E
f
f
e
c
t
No
n
e
Ot
h
e
r
S
t
r
e
a
m
C
l
a
s
s
i
f
i
c
a
t
i
o
n
:
No
N/
A
NC
D
W
Q
S
t
r
e
a
m
I
n
d
e
x
N
o
.
:
Ci
t
y
/
T
o
w
n
:
70
4
3
7
2
1
8
8
5
Hy
d
r
a
u
l
i
c
s
U
n
i
t
Ad
d
r
e
s
s
:
Le
x
i
n
g
t
o
n
,
N
C
19
1
9
7
0
7
6
7
5
5
Da
v
i
d
s
o
n
Ra
l
e
i
g
h
,
N
C
2
7
6
1
0
Ad
d
r
e
s
s
:
90
0
W
e
s
t
T
r
a
d
e
S
t
.
S
t
e
.
7
1
5
10
2
0
B
i
r
c
h
R
i
d
g
e
R
d
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
2
ed
w
a
r
d
.
v
a
n
c
e
@
s
t
v
i
n
c
.
c
o
m
ac
.
Ge
n
e
r
a
l
P
r
o
j
e
c
t
N
a
r
r
a
t
i
v
e
:
Ty
p
i
c
a
l
C
r
o
s
s
S
e
c
t
i
o
n
D
e
s
c
r
i
p
t
i
o
n
:
Re
f
e
r
e
n
c
e
s
23
9
0
0
(
2
0
0
9
)
4.
0
0
Av
e
r
a
g
e
D
a
i
l
y
T
r
a
f
f
i
c
(
v
e
h
/
h
r
/
d
a
y
)
:
ac
.
Pr
o
j
e
c
t
B
u
i
l
t
6
U
p
o
n
A
r
e
a
(
a
c
.
)
Lo
c
a
l
U
r
b
a
n
h
i
g
h
w
a
y
w
i
t
h
2
1
2
'
t
r
a
v
e
l
l
a
n
e
s
,
2
'
6
"
cu
r
b
a
n
d
g
u
t
t
e
r
w
i
t
h
1
0
'
b
e
r
m
28
,
6
0
0
(
2
0
3
5
)
4.
0
0
Lo
c
a
l
U
r
b
a
n
h
i
g
h
w
a
y
w
i
t
h
2
1
2
'
t
r
a
v
e
l
l
a
n
e
s
a
n
d
r
o
a
dside ditches.
No
r
t
h
C
a
r
o
l
i
n
a
D
e
p
a
r
t
m
e
n
t
o
f
T
r
a
n
s
p
o
r
t
a
t
i
o
n
Hi
g
h
w
a
y
S
t
o
r
m
w
a
t
e
r
P
r
o
g
r
a
m
S
T
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
P
L
A
N
FO
R
L
I
N
E
A
R
R
O
A
D
W
A
Y
P
R
O
J
E
C
T
S
Ze
r
m
a
n
B
i
l
l
,
P
E
Br
i
d
g
e
R
e
p
l
a
c
e
m
e
n
t
Ge
n
e
r
a
l
P
r
o
j
e
c
t
I
n
f
o
r
m
a
t
i
o
n
7/24/2014
Pr
o
j
e
c
t
/
T
I
P
N
o
.
:
NC
D
O
T
C
o
n
t
a
c
t
:
Pr
o
j
e
c
t
N
o
.
:
B3
1
5
9
Co
n
t
r
a
c
t
o
r
/
D
e
s
i
g
n
e
r
:
ST
V
/
R
a
l
p
h
W
h
i
t
e
h
e
a
d
A
s
s
o
c
i
a
t
e
s
bz
e
r
m
a
n
@
n
c
d
o
t
.
g
o
v
Su
p
p
l
e
m
e
n
t
a
l
:
Pr
i
m
a
r
y
:
Mi
c
h
a
e
l
B
r
a
n
c
h
Ya
d
k
i
n
P
e
e
D
e
e
12
1
1
3
3
NC
D
W
Q
S
u
r
f
a
c
e
W
a
t
e
r
C
l
a
s
s
i
f
i
c
a
t
i
o
n
f
o
r
P
r
i
m
a
r
y
R
e
c
e
iv
i
n
g
W
a
t
e
r
Pr
o
j
e
c
t
D
e
s
c
r
i
p
t
i
o
n
No
n
e
30
3
(
d
)
I
m
p
a
i
r
m
e
n
t
s
:
RO
A
D
W
A
Y
D
E
S
C
R
I
P
T
I
O
N
T
h
e
N
o
r
t
h
C
a
r
o
l
i
a
n
D
e
p
a
r
t
m
e
n
t
o
f
T
r
a
n
s
p
o
r
t
a
t
i
o
n
(
N
C
DO
T
)
p
r
o
p
o
s
e
s
t
o
r
e
p
l
a
c
e
b
r
i
d
g
e
n
u
m
b
e
r
2
7
o
n
N
C
8
/
U
S
5
2
o
v
e
r
U
S
2
9
$
6
4
$
7
0
/
I
$
8
5
B
u
s
i
n
e
s
s
lo
o
p
(
T
I
P
B
$
3
1
5
9
)
i
n
D
a
v
i
d
s
o
n
C
o
u
n
t
y
.
T
h
e
t
o
t
a
l
p
r
oj
e
c
t
l
e
n
g
t
h
i
s
0
.
2
9
m
i
l
e
s
.
T
h
e
p
r
o
j
e
c
t
c
r
e
a
t
e
s
t
e
m
p
o
r
a
r
y
i
m
p
a
c
t
s
t
o
a
n
U
p
p
e
r
T
r
i
b
u
t
a
r
y
o
f
M
i
c
h
a
e
l
B
r
a
n
c
h
w
h
i
c
h
i
s
l
o
c
a
t
e
d
i
n
t
h
e
Y
a
d
k
i
n
$
P
e
e
D
e
e
R
i
v
e
r
B
a
s
i
n
.
T
h
e
p
r
o
j
e
c
t
d
r
a
i
n
a
g
e
s
y
s
t
e
m
c
o
n
s
i
s
ts
o
f
d
r
o
p
i
n
l
e
t
s
a
n
d
p
i
p
e
s
t
h
a
t
d
r
a
i
n
t
o
t
h
e
ex
i
s
t
i
n
g
J
u
r
i
s
d
i
c
t
i
o
n
a
l
S
t
r
e
a
m
E
N
V
I
R
O
N
M
E
N
T
A
L
D
E
S
C
R
I
P
T
I
O
N
T
h
e
p
r
o
j
e
c
t
i
s
l
o
c
a
t
e
d
i
n
D
a
v
i
d
s
o
n
C
o
u
n
t
y
i
n
t
h
e
Y
a
dk
i
n
$
P
e
e
D
e
e
R
i
v
e
r
B
a
s
i
n
.
T
h
e
p
r
o
j
e
c
t
c
r
e
a
t
e
s
l
e
s
s
t
h
a
n
0
.
0
1
a
c
r
e
s
o
f
t
e
m
p
o
r
a
r
y
impacts to
M
i
c
h
a
e
l
B
r
a
n
c
h
w
h
i
c
h
i
s
c
l
a
s
s
i
f
i
e
d
a
s
a
‘
C
’
w
a
t
e
r
.
T
h
e
r
o
a
d
w
a
y
w
o
r
k
i
s
m
i
n
i
m
i
z
e
d
a
s
m
u
c
h
a
s
p
o
s
s
i
b
l
e
to
r
e
d
u
c
e
t
h
e
p
r
o
p
o
s
e
d
i
m
p
r
i
n
t
.
The
te
m
p
o
r
a
r
y
i
m
p
a
c
t
s
a
r
e
c
a
u
s
e
d
b
y
t
h
e
p
i
p
e
o
u
t
f
a
l
l
i
n
to
t
h
e
e
x
i
s
t
i
n
g
J
u
r
i
s
d
i
c
t
i
o
n
a
l
S
t
r
e
a
m
.
T
h
e
p
r
o
p
o
s
e
d
p
i
p
e
e
n
d
w
a
l
l
w
i
l
l
b
e
p
l
a
c
e
d
a
t
t
h
e
s
a
me
lo
c
a
t
i
o
n
a
s
t
h
e
e
x
i
s
t
i
n
g
p
i
p
e
w
h
i
c
h
o
u
t
f
a
l
l
s
i
n
t
o
a
c
o
n
c
r
e
t
e
l
i
n
e
d
c
h
a
n
n
e
l
.
B
e
c
a
u
s
e
t
h
e
e
x
i
s
t
i
n
g
c
h
a
n
ne
l
i
s
c
o
n
c
r
e
t
e
l
i
n
e
d
,
n
o
r
i
p
r
a
p
a
p
r
o
n
i
s
p
r
o
p
o
s
e
d
.
T
h
i
s
p
r
o
j
e
c
t
o
u
t
f
a
l
l
i
s
l
o
c
a
t
e
d
w
i
t
h
i
n
a
n
e
x
i
s
t
i
n
g
re
s
i
d
e
n
t
i
a
l
a
n
d
c
o
m
m
e
r
c
i
a
l
l
y
d
e
v
e
l
o
p
e
d
a
r
e
a
w
i
t
h
v
e
r
y
l
i
t
t
l
e
o
p
e
n
s
p
a
c
e
.
T
h
e
r
e
f
o
r
e
,
n
o
p
e
r
m
anent
BM
P
s
a
r
e
p
r
o
p
o
s
e
d
f
o
r
t
h
i
s
p
r
o
j
e
c
t
.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
A
R
T
MEN
N
A
S
O
H
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
7
/
14
/
2
0
14
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
B
3
15
9
_
h
y
d
_
p
r
m
_
t
s
h
.
d
g
n
c
h
i
t
k
h
m
b
1000 Birch Ridge Dr., Raleigh NC, 27610
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
B
-
3
15
9 DAVIDSON COUNTY
SIGNALS & STRUCTURE
50 25 50 100
50 25 50 100
10 5 10 20
2009
2035
10
60
5
40
* TTST =2 DUAL 3
TONY HOUSER, PE
BRUCE PAYNE, PE
B-3159See Sheet 1-A For Index of Sheets
VICINITY MAP
8
8
LEXINGTON
29
BYP
70
64
BUS
85
64
29
BYP
70
BUS
85
2012 STANDARD SPECIFICATIONS
THIS PROJECT IS WITHIN THE CITY LIMITS OF LEXINGTON.
LENGTH ROADWAY OF TIP PROJECT B-3159 =
LENGTH STRUCTURE OF TIP PROJECT B-3159 =
TOTAL LENGTH OF TIP PROJECT B-3159 =
0.030 MILES
JUNE 20, 2014
BRIDGE NO. 27 OVER US 29-64-70 / I-85 BUS ON NC 8 / US 52
GRADING, DRAINAGE, PAVING, RETAINING WALL,
38331.1.1 STPNHS-0052(31)PE
23,900
28,600
ARTERIAL
STATEWIDE TIER
C
E
N
T
E
R
S
T
W -S RAILW AY
MAIN ST
PROJECT
BEGIN
PROJECT
END
645
7
NSRS 2007NAD 83/TO I-
8
5 TO WELCOME
T
O
T
H
O
M
A
S
VI
L
L
E
TO LEXINGTON
-L- NC 8 / US 52
-L- NC 8 / US 52
-
Y-
US 29-64-70 / I-85
B
US
-
Y-
U
S 29-64-70 / I-85
B
U
S
7T
H ST
9TH ST
9TH ST
W
6
TH
ST
-
Y2
-
-
Y3-
BEGIN TIP PROJECT B-3159
-L- STA. 7+75.00
-L- STA. 12+64.00 +/-
BEGIN BRIDGE
-
Y7- PIE
D
M
O
N
T
D
R /
W
HIT
E S
T
WALL #1
RETAINING
WALL #2
RETAINING
JUNE 16, 2015
END TIP PROJECT B-3159
-L- STA. 23+00.00
0.289 MILES
0.259 MILES
THIS IS A FULL CONTROL OF ACCESS PROJECT WITH ACCESS TO BE SHOWN ON THE PLANS.
-L- STA 14+20.00 +/-
END BRIDGE
CLEARING ON THIS PROJECT SHOULD BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
SURFACE WATER IMPACTS PERMIT
SHEET __ OF __
PERMIT DRAWING
1 4
-
Y
-
S
T
A
.
2
1
+
0
0
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
-
Y
3
-
S
T
A
.
1
0
+
9
8
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
MATC
H
LIN
E SHEET 4
-RPC
- STA. 16
+
6
0
.0
0
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6
7
/
2
4
/
2
0
14
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
3
1
5
9
_
h
y
d
_
p
r
m
_
p
s
h
_
0
6
.
d
g
n
c
h
i
t
k
h
m
b
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-3159
N
A
D
8
3
/ N
S
R
S
2
0
0
7
NOTES:
SEE SHEET 10 FOR -RPC- PROFILE
SEE SHEET 11 FOR -Y3- PROFILE
SE = EXIST
PAVEMENT REMOVAL
PAVED SHOULDER
IN SURFACE WATER
DENOTES TEMPORARY IMPACTS
100'0'
GRAPHIC SCALE
100'
LEGEND
SHEET __ OF __
PERMIT DRAWING
2 4
US 29 / 70 BUS 85
-RPC-
10+00
15+00
20+00
PIs Sta 11+97.82
F
Ls = 184.00'
LT = 122.82'
ST = 61.48'
PI Sta 13+50.37
D
L = 181.28'
T = 91.37'
R = 587.00'
PIs Sta 15+01.75
F
Ls = 184.00'
LT = 122.82'
ST = 61.48'
15+00
PI Sta 25+58.78
D
L = 3,043.15'
T = 1,558.78'
R = 5,700.00'
-Y-
SE = .08
2
4
CHO
RD
ARBOR
FOOT BRIDGE
WOOD
12
" R
C
P
2
4
" C
MP
1 S F D
P
O
R
T
C
A
R
G
AND CONC
STONE
S
T
O
N
E
2X3 CULVERT
24" RCP
BST
VAR HT STONE
STONE
V
A
R
HT
S
T
ONE
VA
R
HT
S
T
O
NE
V
A
R H
T STO
N
E
1 S
F D
INV=756.17'
INV=758.79'INV=756.70'
TOP=761.80'
INV=760.34'
INV=760.07'
INV=762.80'
TOP=769.39'
INV=752.24'
INV=750.86'INV=750.63'
INV=750.37'
TOP=755.34'
INV=749.10'
INV=746
.98'
INV=747
.90'
TOP=750
.13'
INV=748
.46'
TOP=752
.60'
INV=744.46'
INV=744
.72'
INV=749.29'INV=748.84'TOP=754.83'
INV=738.25'
INV=750.52'TOP=753.12'
INV=750.21'
TOP=762.41'INV=758.01'
INV=759.01'
INV=760.00'
TOP=762.66'
INV=758.15'
INV=758.10'
INV=760.23'
INV=760.45'TOP=762.08'
TOP=766.04'
INV=764.32'
INV=764.39'
INV=766.38'
TOP=768.03'
TOP=743.04'
INV=748.33'
HW
54" HAND MADE36" RCP TO
PADCONC
P
A
D
C
O
N
C
TOP=762.81'
TOP=761.40'
TOP=762.77'
TOP=752.61'
TOP=751.21'
TOP=752.64'
TOP=755
.66'
TOP=756.32'
TOP=758.84'
TOP=763.72'
18
"
R
C
P
18
"
R
C
P
12
" V
C
12
" V
C
18
"
R
C
P
FES
18" RCP
36" RCP
18
"
R
C
P
18
" R
C
P
8" CLAY
8" CLAY
8" CLAY
8" CLAY
8" CLAY
8
"
C
L
A
Y
8" CLAY
CONC
CONC
2821
758.26
18
"
R
C
P
JB
INV=756.22'
INV=749.99'
INV=748
.99'
INV=747.55'
INV=749.03'
INV=753.90'
INV=755.69'
INV=748.64'
TOP=758.26'
INV=752.51'
INV=754.84' IN
INV=753.59' OUT
7TH
ST
7TH ST
MTL
MTL
CONC
C
O
N
C
C
U
R
B
MTL
CONC
CONC
CONC
CONC
C
O
NC
C
U
R
B
H
AME
S
S
T
1 S F D
6
0
" BKGR
TO SALISBURY
3
0
' B
S
T
27' BST
17' BST
CB
CB
DI
DI
DI
DI
DI
DI
DI
DI
CB
CB
EIP
EIP
EIP
EIP
BETTY B. CALLICUT
AND WIFE
BOBBY R. CALLICUT
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R/W
45.00'
EXIS
T
ING
R
/
W
EX
IS
T
ING
R
/
W
EIP
EIP
EIP
EIP
EIP
12
" CMP
748.97
TOP PIPE=
749
.31
TOP
P
IPE=
4
5
.0
0
'
2
6
0
.
0
0
'
EXISTING R/W
VAR BST
VAR BST
VAR BST
VAR BST
US 29 / 70 BUS 85 SBL 24' BST
US 29 / 70 BUS 85 NBL 24' BST
B
Y
-
7
B
Y
-
8
-EY-
39
40
41
42
43 44
E
OI
6"STL
16"DI
16"
DI
16
"DI
16
"D
I
1
6
"
D
I
4"DI
4
"D
I
EOI
6
"STL
6"STL
4
"
P
L
4"PL
CONC CURB
UNABLE TO LOCATE END
1
8
"
R
C
P
1
8
"
R
C
P
MTL
MTL
MTL
MTL
MTL
MTL
CONC CURB
INV=748.46'
INV=744
.96'
TOP=750
.70'
45
HW
STONE
STONE
AND
CONC
DITCH
46
TO SALISBURY
HIMWANTI KRISENLALL
AND WIFE
EDWIN KRISENLALL
TERRY F. RUMFELT
CECIL MAX RUMFELT
DAVID R. RUMFELT, JR.
VERL A. RUMFELT
TERRY F. RUMFELT
HOPE N. CRAVER
AND WIFE
TONY G. CRAVER
ELEV=753.48'
E=1627487
N=761273
BM#1
LINDA PURVIS
AND WIFE
RICHARD PURVIS
JACK C. CHILDERS
E
O
I
W / CONC. CURBS
VAR. CONC.
48"
W
W
TUNNELPEDESTRIANABANDONED
INV=781.65'
INV=781.52'
INV=778.01'
INV=775.94'8" C
MPENDS
UNABLE TO LOCATE
DIR. ONLY
12" C
MP
L
O
C
ATE E
N
D
U
N
A
BLE T
O
DIR. O
NL
Y
-
E
Y
1-
DI
OBTAIN INVERT
UNABLE TO
CB FILLED
63
64
65
66
8"
H
D
PE
8" HDPE
TOP=783.82'
TOP=783.49'
48" CONC
CONC
TOP=777.72'
4'
CROSS SECTION FOR DITCH
4'
9'
5
4
"
W
E
L
D
E
D
S
T
E
E
L
T
R
E
N
C
H
L
E
S
S
I
N
S
T
A
L
L
A
T
I
O
N
HW
& FILL
PLUG
BDO
HW
RETAIN
RE
TA
IN
RETA
IN
R
E
T
A
I
N
2GI-A
2GI-A
2GI-A
2GI-A
54" RCP-III 54" RCP-III
36" RCP-III
36" RCP-III
42" RCP-III
TB JB w/MH
2GI-A
JB w/MH
& FILL
PLUG
15
" RC
P-
III
DI
R
E
T
AI
N
R
E
T
AI
N
RETAIN
REM
O
VE
18" RCP-III
REPLACE DI
REMOVE AND
3
0
"
R
C
P
-
I
I
I
ELB
ELB
P
P
P
P
P
4
2
" RC
P-
III
42" RCP-III F
S
18"
R
C
P-III 2GI-A
2GI-A
FS
DI
REMOVE
REPLACE DI
REMOVE AND
W/2 ELBOWS
18" CSP
SEE DETAIL "B"
BERM DITCH
SITE 1
IN SURFACE WATERS
TEMPORARY IMPACTS
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
C
C
F
C
C
C
F
740
740
740
7
4
5
745
745
745
745
745
745
7
5
0
750
750
7
50
750
750
750
750
750
750
750
750
755
755
755
755
755
755
7
5
5 755
755
755
755
755
755
755
760
760 760
760
760
760
760
760
760
760
760
760
760
7
6
0
765
765
765
765
765
765
765
765 765
765
765
765 765 765765
765
765
765
765
765
76
5
765
765
765
770770
770
770
770
770
770
770
775
775
775
775
780780
780
780
780
785
US 29 / 70 BUS 85
-RPC-
10+00
15+00
20+00
PIs Sta 11+97.82
F
Ls = 184.00'
LT = 122.82'
ST = 61.48'
PI Sta 13+50.37
D
L = 181.28'
T = 91.37'
R = 587.00'
PIs Sta 15+01.75
F
Ls = 184.00'
LT = 122.82'
ST = 61.48'
15+00
PI Sta 25+58.78
D
L = 3,043.15'
T = 1,558.78'
R = 5,700.00'
-Y-
SE = .08
2
4
CHO
RD
ARBOR
FOOT BRIDGE
WOOD
12
" R
C
P
2
4
" C
MP
1 S F D
P
O
R
T
C
A
R
G
AND CONC
STONE
S
T
O
N
E
2X3 CULVERT
24" RCP
BST
VAR HT STONE
STONE
V
A
R
HT
S
T
ONE
VA
R
HT
S
T
O
NE
V
A
R H
T STO
N
E
1 S
F D
INV=756.17'
INV=758.79'INV=756.70'
TOP=761.80'
INV=760.34'
INV=760.07'
INV=762.80'
TOP=769.39'
INV=752.24'
INV=750.86'INV=750.63'
INV=750.37'
TOP=755.34'
INV=749.10'
INV=746
.98'
INV=747
.90'
TOP=750
.13'
INV=748
.46'
TOP=752
.60'
INV=744.46'
INV=744
.72'
INV=749.29'INV=748.84'TOP=754.83'
INV=738.25'
INV=750.52'TOP=753.12'
INV=750.21'
TOP=762.41'INV=758.01'
INV=759.01'
INV=760.00'
TOP=762.66'
INV=758.15'
INV=758.10'
INV=760.23'
INV=760.45'TOP=762.08'
TOP=766.04'
INV=764.32'
INV=764.39'
INV=766.38'
TOP=768.03'
TOP=743.04'
INV=748.33'
HW
54" HAND MADE36" RCP TO
PADCONC
P
A
D
C
O
N
C
TOP=762.81'
TOP=761.40'
TOP=762.77'
TOP=752.61'
TOP=751.21'
TOP=752.64'
TOP=755
.66'
TOP=756.32'
TOP=758.84'
TOP=763.72'
18
"
R
C
P
18
"
R
C
P
12
" V
C
12
" V
C
18
"
R
C
P
FES
18" RCP
36" RCP
18
"
R
C
P
18
" R
C
P
8" CLAY
8" CLAY
8" CLAY
8" CLAY
8" CLAY
8
"
C
L
A
Y
8" CLAY
CONC
CONC
2821
758.26
18
"
R
C
P
JB
INV=756.22'
INV=749.99'
INV=748
.99'
INV=747.55'
INV=749.03'
INV=753.90'
INV=755.69'
INV=748.64'
TOP=758.26'
INV=752.51'
INV=754.84' IN
INV=753.59' OUT
7TH
ST
7TH ST
MTL
MTL
CONC
C
O
N
C
C
U
R
B
MTL
CONC
CONC
CONC
CONC
C
O
NC
C
U
R
B
H
AME
S
S
T
1 S F D
6
0
" BKGR
TO SALISBURY
3
0
' B
S
T
27' BST
17' BST
CB
CB
DI
DI
DI
DI
DI
DI
DI
DI
CB
CB
EIP
EIP
EIP
EIP
BETTY B. CALLICUT
AND WIFE
BOBBY R. CALLICUT
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R/W
45.00'
EXIS
T
ING
R
/
W
EX
IS
T
ING
R
/
W
EIP
EIP
EIP
EIP
EIP
12
" CMP
748.97
TOP PIPE=
749
.31
TOP
P
IPE=
4
5
.0
0
'
2
6
0
.
0
0
'
EXISTING R/W
VAR BST
VAR BST
VAR BST
VAR BST
US 29 / 70 BUS 85 SBL 24' BST
US 29 / 70 BUS 85 NBL 24' BST
B
Y
-
7
B
Y
-
8
-EY-
39
40
41
42
43 44
E
OI
6"STL
16"DI
16"
DI
16
"DI
16
"D
I
1
6
"
D
I
4"DI
4
"D
I
EOI
6
"STL
6"STL
4
"
P
L
4"PL
CONC CURB
UNABLE TO LOCATE END
1
8
"
R
C
P
1
8
"
R
C
P
MTL
MTL
MTL
MTL
MTL
MTL
CONC CURB
INV=748.46'
INV=744
.96'
TOP=750
.70'
45
HW
STONE
STONE
AND
CONC
DITCH
46
TO SALISBURY
HIMWANTI KRISENLALL
AND WIFE
EDWIN KRISENLALL
TERRY F. RUMFELT
CECIL MAX RUMFELT
DAVID R. RUMFELT, JR.
VERL A. RUMFELT
TERRY F. RUMFELT
HOPE N. CRAVER
AND WIFE
TONY G. CRAVER
ELEV=753.48'
E=1627487
N=761273
BM#1
LINDA PURVIS
AND WIFE
RICHARD PURVIS
JACK C. CHILDERS
E
O
I
W / CONC. CURBS
VAR. CONC.
48"
W
W
TUNNELPEDESTRIANABANDONED
INV=781.65'
INV=781.52'
INV=778.01'
INV=775.94'8" C
MPENDS
UNABLE TO LOCATE
DIR. ONLY
12" C
MP
L
O
C
ATE E
N
D
U
N
A
BLE T
O
DIR. O
NL
Y
-
E
Y
1-
DI
OBTAIN INVERT
UNABLE TO
CB FILLED
63
64
65
66
8"
H
D
PE
8" HDPE
TOP=783.82'
TOP=783.49'
48" CONC
CONC
TOP=777.72'
4'
CROSS SECTION FOR DITCH
4'
9'
5
4
"
W
E
L
D
E
D
S
T
E
E
L
T
R
E
N
C
H
L
E
S
S
I
N
S
T
A
L
L
A
T
I
O
N
HW
& FILL
PLUG
BDO
HW
RETAIN
RE
TA
IN
RETA
IN
R
E
T
A
I
N
2GI-A
2GI-A
2GI-A
2GI-A
54" RCP-III 54" RCP-III
36" RCP-III
36" RCP-III
42" RCP-III
TB JB w/MH
2GI-A
JB w/MH
& FILL
PLUG
15
" RC
P-
III
DI
R
E
T
AI
N
R
E
T
AI
N
RETAIN
REM
O
VE
18" RCP-III
REPLACE DI
REMOVE AND
3
0
"
R
C
P
-
I
I
I
ELB
ELB
P
P
P
P
P
4
2
" RC
P-
III
42" RCP-III F
S
18"
R
C
P-III 2GI-A
2GI-A
FS
DI
REMOVE
REPLACE DI
REMOVE AND
W/2 ELBOWS
18" CSP
SEE DETAIL "B"
BERM DITCH
SITE 1
IN SURFACE WATERS
TEMPORARY IMPACTS
-
Y
-
S
T
A
.
2
1
+
0
0
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
-
Y
3
-
S
T
A
.
1
0
+
9
8
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
MATC
H
LIN
E SHEET 4
-RPC
- STA. 16
+
6
0
.0
0
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7
/
2
4
/
2
0
14
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
3
1
5
9
_
h
y
d
_
p
r
m
_
p
s
h
_
0
6
a
.
d
g
n
c
h
i
t
k
h
m
b
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-3159
N
A
D
8
3
/ N
S
R
S
2
0
0
7
NOTES:
SEE SHEET 10 FOR -RPC- PROFILE
SEE SHEET 11 FOR -Y3- PROFILE
SE = EXIST
PAVEMENT REMOVAL
PAVED SHOULDER
LEGEND
100'0'
GRAPHIC SCALE
100'
SHEET __ OF __
PERMIT DRAWING
3 4
6a
IN SURFACE WATER
DENOTES TEMPORARY IMPACTS
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
C
C
F
C
C
C
F
US 29 / 70 BUS 85
15+00
20+00
15+00
4
2X3 CULVERT
24" RCP
VAR HT STONE
STONE
V
A
R
HT
S
T
O
N
E
V
A
R
H
T
S
T
O
N
E
1 S
F
D
INV=756.17'
INV=758.79'
TOP=761.80'
INV=760.34'
INV=760.07'
INV=752.24'
INV=750.86'INV=750.63'
INV=750.37'
TOP=755.34'
INV=749.10'
INV=746
.98
'
INV=747
.90
'
TOP=750
.13
'
INV=744.46'
INV=744
.72'
INV=750.21'
TOP=762.41'INV=758.01'
INV=759.01'
INV=760.00'
TOP=762.66'
INV=758.15'
INV=758.10'
INV=760.23'
INV=760.45'TOP=762.08'
TOP=766.04'
INV=764.32'
INV=764.39'
INV=766.38'
TOP=768.03'
TOP=743.04'
INV=748.33'
HW
54" HAND MADE36" RCP TO
PADCONC
P
A
D
C
O
N
C
TOP=762.81'
TOP=761.40'
TOP=762.77'
TOP=752.61'
TOP=751.21'
TOP=752.64'
TOP=755
.66'
TOP=756.32'
TOP=758.84'
18
"
R
C
P
18
"
R
C
P
12
" V
C
12
" V
C
18
"
R
C
P
FES
18" RCP
36" RCP
8" CLAY
8" CLAY
8" CLAY
8"
CLAY
8" CLAY
8
"
C
L
A
Y
8" CLAY
1
8
"
R
C
P
JB
INV=749.99'
INV=748
.99'
INV=747.55'
INV=749.03'
INV=753.90'
INV=755.69'
INV=748.64'
INV=754.84' IN
INV=753.59' OUT
7TH
ST
7TH ST
MTL
MTL
C
O
N
C
C
U
R
B
MTL
CONC
CONC
CONC
CONC
C
O
N
C
C
U
R
B
H
AME
S
S
T
1 S F D
6
0
" B
KGR
TO SALISBURY
3
0
' B
S
T
27' BST
17' BST
CB
CB
DI
DI
DI
DI
DI
EIP
BETTY B. CALLICUT
AND WIFE
BOBBY R. CALLICUT
EIP
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
45
.00'
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
EIP
EIP
EIP
EIP
EIP
12
" C
MP
748.97
TOP PIPE=
749
.31
TOP
P
IPE=
4
5
.0
0
'
2
6
0
.
0
0
'
EXISTING R/W
VAR BST
VAR BST
VAR BST
VAR BST
US 29 / 70 BUS 85 SBL 24' BST
US 29 / 70 BUS 85 NBL 24' BST
B
Y
-
8
-EY-
39
40
41
42
43 44
E
OI
6"STL
16"DI
16"
DI
16
"D
I
16
"D
I
1
6
"
D
I
4"DI
EOI
6
"STL
6"STL
4
"
P
L
4"PL
UNABLE TO LOCATE END
MTL
MTL
MTL
MTL
CONC CURB
INV=744
.96'
TOP=750
.70
'
45
HW
STONE
STONE
AND
CONC
DITCH
46
HIMWANTI KRISENLALL
AND WIFE
EDWIN KRISENLALL
ELEV=753.48'
E=1627487
N=761273
BM#1
LINDA PURVIS
AND WIFE
RICHARD PURVIS
48"
W
W
TUNNELPEDESTRIANABANDONED
63
4'
CROSS SECTION FOR DITCH
4'
9'
5
4
"
W
E
L
D
E
D
S
T
E
E
L
T
R
E
N
C
H
L
E
S
S
I
N
S
T
A
L
L
A
T
I
O
N
HW
& FILL
PLUG
BDO
HW
R
E
T
A
I
N
R
E
T
A
I
N
2GI-A
2GI-A
2GI-A
2GI-A
54" RCP-III 54" RCP-III
36" RCP-III
36" RCP-III
42" RCP-III
TB JB w/MH
JB w/MH
& FILL
PLUG
15
"
RC
P
-
III
DI
RETAIN
REM
O
VE
REPLACE DI
REMOVE AND
3
0
"
R
C
P
-
I
I
I
ELB
ELB
P
P
P
P
4
2
" RC
P-
III
42" RCP-III F
S
18"
R
C
P-III 2GI-A
DI
REMOVE
REPLACE DI
REMOVE AND
W/2 ELBOWS
18" CSP
SITE 1
IN SURFACE WATERS
TEMPORARY IMPACTS
0'
LEGEND
GRAPHIC SCALE
SHEET __ OF __
PERMIT DRAWING
4 4
-
Y
-
S
T
A
.
2
1
+
0
0
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
-
Y
3
-
S
T
A
.
1
0
+
9
8
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
4
MATC
H
LIN
E SHEET 4
-RPC
- STA. 16
+
6
0
.0
0
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
Site 1
7
/
2
4
/
2
0
14
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
3
1
5
9
_
h
y
d
_
p
r
m
_
p
s
h
_
s
i
t
e
1
.
d
g
n
c
h
i
t
k
h
m
b
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-3159
N
A
D
8
3
/ N
S
R
S
2
0
0
7
NOTES:
SEE SHEET 10 FOR -RPC- PROFILE
SEE SHEET 11 FOR -Y3- PROFILE
PAVEMENT REMOVAL
PAVED SHOULDER
50'50'
IN SURFACE WATER
DENOTES TEMPORARY IMPACTS
C
C
C
C
C
F
C
F
C
C
C
F
F
Ha
n
d
Ex
i
s
t
i
n
g
Existing
Pe
r
m
a
n
e
n
t
T
e
m
p
.
E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d
C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t
T
e
m
p
.
C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l
Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l
I
n
F
i
l
l
I
n
i
n
C
l
e
a
r
i
n
g
i
n
S
W
S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e
/
T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s
i
n
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
1
(Y
(
1
6
+
1
7
t
o
1
6
+
3
5
54
"
R
C
P
<0
.
0
1
1
8
TO
T
A
L
S
:
<0
.
0
1
1
8
AT
N
R
e
v
i
s
e
d
3
/
3
1
/
0
5
7/24/2014
W
E
T
L
A
N
D
P
E
R
M
I
T
I
M
P
A
C
T
S
U
M
M
A
R
Y
SU
R
F
A
C
E
W
A
T
E
R
I
M
P
A
C
T
S
WE
T
L
A
N
D
I
M
P
A
C
T
S
DAVIDSON COUNTY
NC
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
DI
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
TIP B3159 Bridge No. 27
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS A R T M ENNASOH
D
H
V
D T V
======
%%M
P
H
A
D
T
A
D
T
%
*
F
U
N
C
C
L
A
S
S
=
0 0 0
P
R
O
F
I
L
E
(
H
O
R
I
Z
O
N
T
A
L
)
P
R
O
J
E
C
T
L
E
N
G
T
H
R
I
G
H
T
O
F
W
A
Y
D
A
T
E
:
L
E
T
T
I
N
G
D
A
T
E
:
STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1
D
E
S
I
G
N
D
A
T
A
P
r
e
p
a
r
e
d
i
n
t
h
e
O
f
f
i
c
e
o
f
:
SIGNATURE:SIGNATURE:
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
PROJECT ENGINEER PROJECT DESIGN ENGINEER
G
R
A
P
H
I
C
S
C
A
L
E
S
P
L
A
N
S
P
R
O
F
I
L
E
(
V
E
R
T
I
C
A
L
)
HYDRAULICS ENGINEER ENGINEERROADWAY DESIGN
L
O
C
A
T
I
O
N
:
T
Y
P
E
O
F
W
O
R
K
:
09/08/99
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
S
T
A
T
E
O
F
N
O
R
T
H
C
A
R
O
L
I
N
A
0 00
30-JUN-2014 13:57
R:\Roadway\Proj\B3159_Rdy_tsh.dgn
$$$$USERNAME$$$$
1
0
0
0
B
i
r
c
h
R
i
d
g
e
D
r
.
,
R
a
l
e
i
g
h
N
C
,
2
7
6
1
0
CONTRACT: C203587TIP PROJECT:
DEP T OFTRASPORTTIONTATEOFNRTCAROLINA
B-3159
D
A
V
I
D
S
O
N
C
O
U
N
T
Y
S
I
G
N
A
L
S
&
S
T
R
U
C
T
U
R
E
5
0
2
5
5
0
1
0
0
5
0
2
5
5
0
1
0
0
1
0
5
1
0
2
0
2
0
0
9
2
0
3
5
1
0
6
0
5 4
0
*
T
T
S
T
=
2
D
U
A
L
3
TONY HOUSER, PE BRUCE PAYNE, PEB-3159
S
e
e
S
h
e
e
t
1
-
A
F
o
r
I
n
d
e
x
o
f
S
h
e
e
t
s
V
I
C
I
N
I
T
Y
M
A
P
8
8
L
E
X
I
N
G
T
O
N
2
9
B
Y
P
7
0
6
4
B
U
S
8
5
6
4
2
9
B
Y
P
7
0
B
U
S
8
5
2
0
1
2
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
T
H
I
S
P
R
O
J
E
C
T
I
S
W
I
T
H
I
N
T
H
E
C
I
T
Y
L
I
M
I
T
S
O
F
L
E
X
I
N
G
T
O
N
.
L
E
N
G
T
H
R
O
A
D
W
A
Y
O
F
T
I
P
P
R
O
J
E
C
T
B
-
3
1
5
9
=
L
E
N
G
T
H
S
T
R
U
C
T
U
R
E
O
F
T
I
P
P
R
O
J
E
C
T
B
-
3
1
5
9
=
T
O
T
A
L
L
E
N
G
T
H
O
F
T
I
P
P
R
O
J
E
C
T
B
-
3
1
5
9
=
G
R
A
D
I
N
G
,
D
R
A
I
N
A
G
E
,
P
A
V
I
N
G
,
R
E
T
A
I
N
I
N
G
W
A
L
L
,
38331.1.1STPNHS-0052(31)PE
2
3
,
9
0
0
2
8
,
6
0
0
A
R
T
E
R
I
A
L
S
T
A
T
E
W
I
D
E
T
I
E
R
CENTER ST
W-
S
R
AI
L
W
A
Y
M
A
I
N
S
T
P
R
O
J
E
C
T
B
E
G
I
N
P
R
O
J
E
C
T
E
N
D
645 7
TO
I-85
TO
WELCOME TO THO M ASVILLE
TO LEXINGTON
-L- NC 8 / US 52
-L- NC 8 / US 52
-Y- U
S 29-64-70 / I-85 BU
S
-Y- US 29-64-70 / I-85 BUS
7TH ST
9TH ST
9TH ST
W
6TH
ST
-Y2-
-Y 3 -
B
E
G
I
N
T
I
P
P
R
O
J
E
C
T
B
-
3
1
5
9
-
L
-
S
T
A
.
7
+
7
5
.
0
0
-Y7- PIEDM O NT DR / W HITE ST
W
A
L
L
#
1
R
E
T
A
I
N
I
N
G
WALL #2RETAINING
J
U
N
E
1
6
,
2
0
1
5
END TIP PROJECT B-3159-L- STA. 23+00.00
0
.
2
8
9
M
I
L
E
S
0
.
2
6
1
M
I
L
E
S
T
H
I
S
I
S
A
F
U
L
L
C
O
N
T
R
O
L
O
F
A
C
C
E
S
S
P
R
O
J
E
C
T
W
I
T
H
A
C
C
E
S
S
T
O
B
E
S
H
O
W
N
O
N
T
H
E
P
L
A
N
S
.
C
L
E
A
R
I
N
G
O
N
T
H
I
S
P
R
O
J
E
C
T
S
H
O
U
L
D
B
E
P
E
R
F
O
R
M
E
D
T
O
T
H
E
L
I
M
I
T
S
E
S
T
A
B
L
I
S
H
E
D
B
Y
M
E
T
H
O
D
I
I
I
.
0
.
0
2
8
M
I
L
E
S
J
U
N
E
3
0
,
2
0
1
4
STPNHS-0052(31)38331.2.FRU1R/W, UTL
B
R
I
D
G
E
N
O
.
2
7
O
V
E
R
U
S
2
9
-
6
4
-
7
0
/
I
-
8
5
B
U
S
L
O
O
P
O
N
N
C
8
/
U
S
5
2
-
L
-
S
T
A
.
1
2
+
6
6
.
9
7
B
E
G
I
N
B
R
I
D
G
E
-L- STA 14+16.47END BRIDGE
2784.66
1788.31
4786.98
INV=781.65’INV=781.52’
INV=778.01’
CB
CB
CB
CB
OBTAIN INVERT
UNABLE TO
CB FILLED
8" HDPE
8" HDPE
NSRS 2007NAD 83/
E
x
i
s
t
i
n
g
E
d
g
e
o
f
P
a
v
e
m
e
n
t
E
x
i
s
t
i
n
g
C
u
r
b
P
r
o
p
o
s
e
d
S
l
o
p
e
S
t
a
k
e
s
C
u
t
P
r
o
p
o
s
e
d
S
l
o
p
e
S
t
a
k
e
s
F
i
l
l
E
x
i
s
t
i
n
g
M
e
t
a
l
G
u
a
r
d
r
a
i
l
E
x
i
s
t
i
n
g
C
a
b
l
e
G
u
i
d
e
r
a
i
l
P
r
o
p
o
s
e
d
G
u
a
r
d
r
a
i
l
E
q
u
a
l
i
t
y
S
y
m
b
o
l
P
a
v
e
m
e
n
t
R
e
m
o
v
a
l
B
a
s
e
l
i
n
e
C
o
n
t
r
o
l
P
o
i
n
t
R
I
G
H
T
O
F
W
A
Y
:
E
x
i
s
t
i
n
g
R
i
g
h
t
o
f
W
a
y
M
a
r
k
e
r
E
x
i
s
t
i
n
g
R
i
g
h
t
o
f
W
a
y
L
i
n
e
h
E
x
i
s
t
i
n
g
C
o
n
t
r
o
l
o
f
A
c
c
e
s
s
P
r
o
p
o
s
e
d
C
o
n
t
r
o
l
o
f
A
c
c
e
s
s
P
r
o
p
o
s
e
d
R
i
g
h
t
o
f
W
a
y
L
i
n
e
C F
E
x
i
s
t
i
n
g
E
a
s
e
m
e
n
t
L
i
n
e
P
r
o
p
o
s
e
d
T
e
m
p
o
r
a
r
y
C
o
n
s
t
r
u
c
t
i
o
n
E
a
s
e
m
e
n
t
P
r
o
p
o
s
e
d
T
e
m
p
o
r
a
r
y
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
P
r
o
p
o
s
e
d
P
e
r
m
a
n
e
n
t
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
P
r
o
p
o
s
e
d
P
e
r
m
a
n
e
n
t
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
H
Y
D
R
O
L
O
G
Y
:
S
t
r
e
a
m
o
r
B
o
d
y
o
f
W
a
t
e
r
H
y
d
r
o
,
P
o
o
l
o
r
R
e
s
e
r
v
o
i
r
F
l
o
w
A
r
r
o
w
D
i
s
a
p
p
e
a
r
i
n
g
S
t
r
e
a
m
S
p
r
i
n
g
;
z
v W
K
P
r
o
p
o
s
e
d
L
a
t
e
r
a
l
,
T
a
i
l
,
H
e
a
d
D
i
t
c
h
F
a
l
s
e
S
u
m
p
P
r
o
p
o
s
e
d
C
a
b
l
e
G
u
i
d
e
r
a
i
l
M
A
J
O
R
:
B
r
i
d
g
e
,
T
u
n
n
e
l
o
r
B
o
x
C
u
l
v
e
r
t
B
r
i
d
g
e
W
i
n
g
W
a
l
l
,
H
e
a
d
W
a
l
l
a
n
d
E
n
d
W
a
l
l
M
I
N
O
R
:
H
e
a
d
a
n
d
E
n
d
W
a
l
l
P
i
p
e
C
u
l
v
e
r
t
F
o
o
t
b
r
i
d
g
e
P
a
v
e
d
D
i
t
c
h
G
u
t
t
e
r
U
T
I
L
I
T
I
E
S
:
R
O
A
D
S
A
N
D
R
E
L
A
T
E
D
F
E
A
T
U
R
E
S
:
E
x
i
s
t
i
n
g
P
o
w
e
r
P
o
l
e
P
r
o
p
o
s
e
d
P
o
w
e
r
P
o
l
e
P
U
/
G
P
o
w
e
r
C
a
b
l
e
H
a
n
d
H
o
l
e
P
o
w
e
r
M
a
n
h
o
l
e
P
o
w
e
r
L
i
n
e
T
o
w
e
r
P
o
w
e
r
T
r
a
n
s
f
o
r
m
e
r
E
x
i
s
t
i
n
g
J
o
i
n
t
U
s
e
P
o
l
e
P
r
o
p
o
s
e
d
J
o
i
n
t
U
s
e
P
o
l
e
E
x
i
s
t
i
n
g
T
e
l
e
p
h
o
n
e
P
o
l
e
P
r
o
p
o
s
e
d
T
e
l
e
p
h
o
n
e
P
o
l
e
T
e
l
e
p
h
o
n
e
M
a
n
h
o
l
e
T
e
l
e
p
h
o
n
e
B
o
o
t
h
T
e
l
e
p
h
o
n
e
P
e
d
e
s
t
a
l
U
/
G
T
e
l
e
p
h
o
n
e
C
a
b
l
e
H
a
n
d
H
o
l
e
R }Tp Q l e ]/b
H
-
F
r
a
m
e
P
o
l
e
OO
P
O
W
E
R
:
T
E
L
E
P
H
O
N
E
:
T
e
l
e
p
h
o
n
e
C
e
l
l
T
o
w
e
r
R
e
c
o
r
d
e
d
U
/
G
P
o
w
e
r
L
i
n
e
R
e
c
o
r
d
e
d
U
/
G
T
e
l
e
p
h
o
n
e
C
a
b
l
e
D
e
s
i
g
n
a
t
e
d
U
/
G
T
e
l
e
p
h
o
n
e
C
a
b
l
e
(
S
.
U
.
E
.
*
)
R
e
c
o
r
d
e
d
U
/
G
T
e
l
e
p
h
o
n
e
C
o
n
d
u
i
t
D
e
s
i
g
n
a
t
e
d
U
/
G
T
e
l
e
p
h
o
n
e
C
o
n
d
u
i
t
(
S
.
U
.
E
.
*
)
R
e
c
o
r
d
e
d
U
/
G
F
i
b
e
r
O
p
t
i
c
s
C
a
b
l
e
WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv
D
r
a
i
n
a
g
e
B
o
x
:
C
a
t
c
h
B
a
s
i
n
,
D
I
o
r
J
B
S
t
o
r
m
S
e
w
e
r
S
t
o
r
m
S
e
w
e
r
M
a
n
h
o
l
e
m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil
B
O
U
N
D
A
R
I
E
S
A
N
D
P
R
O
P
E
R
T
Y
:
S
t
a
t
e
L
i
n
e
C
o
u
n
t
y
L
i
n
e
T
o
w
n
s
h
i
p
L
i
n
e
C
i
t
y
L
i
n
e
R
e
s
e
r
v
a
t
i
o
n
L
i
n
e
P
r
o
p
e
r
t
y
L
i
n
e
E
x
i
s
t
i
n
g
I
r
o
n
P
i
n
P
r
o
p
e
r
t
y
C
o
r
n
e
r
P
r
o
p
e
r
t
y
M
o
n
u
m
e
n
t
E
x
i
s
t
i
n
g
F
e
n
c
e
L
i
n
e
P
r
o
p
o
s
e
d
W
o
v
e
n
W
i
r
e
F
e
n
c
e
P
r
o
p
o
s
e
d
C
h
a
i
n
L
i
n
k
F
e
n
c
e
P
r
o
p
o
s
e
d
B
a
r
b
e
d
W
i
r
e
F
e
n
c
e
g F 1
2
3
E
x
i
s
t
i
n
g
W
e
t
l
a
n
d
B
o
u
n
d
a
r
y
P
r
o
p
o
s
e
d
W
e
t
l
a
n
d
B
o
u
n
d
a
r
y
E
x
i
s
t
i
n
g
E
n
d
a
n
g
e
r
e
d
A
n
i
m
a
l
B
o
u
n
d
a
r
y
E
x
i
s
t
i
n
g
E
n
d
a
n
g
e
r
e
d
P
l
a
n
t
B
o
u
n
d
a
r
y
B
U
I
L
D
I
N
G
S
A
N
D
O
T
H
E
R
C
U
L
T
U
R
E
:
A
r
e
a
O
u
t
l
i
n
e
G
a
s
P
u
m
p
V
e
n
t
o
r
U
/
G
T
a
n
k
C
a
p
C
h
u
r
c
h
S
c
h
o
o
l
D
a
m
S
i
g
n
S
m
a
l
l
M
i
n
e
W
e
l
l
V MWWS x
F
o
u
n
d
a
t
i
o
n
S
B
u
i
l
d
i
n
g
y y
V
E
G
E
T
A
T
I
O
N
:
S
i
n
g
l
e
T
r
e
e
X Y
Vineyard
S
i
n
g
l
e
S
h
r
u
b
H
e
d
g
e
W
o
o
d
s
L
i
n
e
O
r
c
h
a
r
d
V
i
n
e
y
a
r
d
R
A
I
L
R
O
A
D
S
:
S
t
a
n
d
a
r
d
G
a
u
g
e
R
R
S
i
g
n
a
l
M
i
l
e
p
o
s
t
S
w
i
t
c
h
R
R
A
b
a
n
d
o
n
e
d
R
R
D
i
s
m
a
n
t
l
e
d
S
FL
O
W
D
e
s
i
g
n
a
t
e
d
U
/
G
P
o
w
e
r
L
i
n
e
(
S
.
U
.
E
.
*
)
D
e
s
i
g
n
a
t
e
d
U
/
G
F
i
b
e
r
O
p
t
i
c
s
C
a
b
l
e
(
S
.
U
.
E
.
*
)
Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*)
*
S
.
U
.
E
.
=
S
u
b
s
u
r
f
a
c
e
U
t
i
l
i
t
y
E
n
g
i
n
e
e
r
i
n
g
W
L
B
E
I
PB E
C
M
CONC HW CB
C
S
X
T
R
A
N
S
P
O
R
T
A
T
I
O
N
M
I
L
E
P
O
S
T
3
5
S
W
I
T
C
H
C
e
m
e
t
e
r
y
E
X
I
S
T
I
N
G
S
T
R
U
C
T
U
R
E
S
:
P
a
r
c
e
l
/
S
e
q
u
e
n
c
e
N
u
m
b
e
r
E
AATUR End of InformationE.O.I.
N
o
t
e
:
N
o
t
t
o
S
c
a
l
e
SHEET NO.PROJECT REFERENCE NO.1B B-3159 Abandoned According to Utility Records
W
L
B
E
A
B
E
P
B
R W
R W
R W
C A E T
D
E
P
D
E
P
U
E
S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL
J
u
r
i
s
d
i
c
t
i
o
n
a
l
S
t
r
e
a
m
J
S
12/05/11
B
u
f
f
e
r
Z
o
n
e
1
B
u
f
f
e
r
Z
o
n
e
2
B
Z
1
B
Z
2
W
e
t
l
a
n
d
P
r
o
p
o
s
e
d
P
e
r
m
a
n
e
n
t
E
a
s
e
m
e
n
t
w
i
t
h
I
r
o
n
P
i
n
a
n
d
C
a
p
M
a
r
k
e
r
P
r
o
p
o
s
e
d
T
e
m
p
o
r
a
r
y
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
T
U
E
I
r
o
n
P
i
n
a
n
d
C
a
p
M
a
r
k
e
r
P
r
o
p
o
s
e
d
R
i
g
h
t
o
f
W
a
y
L
i
n
e
w
i
t
h
D
U
E
P
r
o
p
o
s
e
d
P
e
r
m
a
n
e
n
t
D
r
a
i
n
a
g
e
/
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
A
U
E
P
r
o
p
o
s
e
d
A
e
r
i
a
l
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
C
R
P
r
o
p
o
s
e
d
C
u
r
b
R
a
m
p
S
T
A
T
E
O
F
N
O
R
T
H
C
A
R
O
L
I
N
A
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
C
O
N
V
E
N
T
I
O
N
A
L
P
L
A
N
S
H
E
E
T
S
Y
M
B
O
L
S
Underground Storage Tank, Approx. Loc.Geoenvironmental BoringUST
K
n
o
w
n
S
o
i
l
C
o
n
t
a
m
i
n
a
t
i
o
n
:
A
r
e
a
o
r
S
i
t
e
P
o
t
e
n
t
i
a
l
S
o
i
l
C
o
n
t
a
m
i
n
a
t
i
o
n
:
A
r
e
a
o
r
S
i
t
e
C
o
n
c
r
e
t
e
o
r
G
r
a
n
i
t
e
R
/
W
M
a
r
k
e
r
P
r
o
p
o
s
e
d
R
i
g
h
t
o
f
W
a
y
L
i
n
e
w
i
t
h
C A
C
o
n
c
r
e
t
e
C
/
A
M
a
r
k
e
r
P
r
o
p
o
s
e
d
C
o
n
t
r
o
l
o
f
A
c
c
e
s
s
L
i
n
e
w
i
t
h
I
N
D
I
C
A
T
E
S
G
E
ODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
B
Y
T
H
E
N
C
D
O
T
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
P
R
O
J
E
C
T
C
O
N
T
ROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
N
O
T
E
S
:
1
.
T
H
E
C
O
N
T
R
O
L
D
A
T
A
F
O
R
T
H
I
S
P
R
O
J
E
C
T
C
A
N
B
E
F
O
U
N
D
E
L
E
C
T
R
O
N
I
C
A
L
L
Y
B
Y
S
E
L
E
C
T
I
N
G
P
R
O
J
E
C
T
C
O
N
T
R
O
L
D
A
T
A
A
T
:
T
H
E
F
I
L
E
S
T
O
B
E
F
O
U
N
D
A
R
E
A
S
F
O
L
L
O
W
S
:
S
I
T
E
C
A
L
I
B
R
A
T
I
O
N
I
N
F
O
R
M
A
T
I
O
N
H
A
S
N
O
T
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
.
I
F
F
U
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
I
S
N
E
E
D
E
D
,
P
L
E
A
S
E
C
O
N
T
A
C
T
T
H
E
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
H
T
T
P
S
:
/
/
C
O
N
N
E
C
T
.
N
C
D
O
T
.
G
O
V
/
R
E
S
O
U
R
C
E
S
/
L
O
C
A
T
I
O
N
/
PROJECT REFERENCE NO.Location and SurveysSHEET NO.1CB-3159
S
U
R
V
E
Y
C
O
N
T
R
O
L
S
H
E
E
T
B
-
3
1
5
9
N
O
T
E
:
D
R
A
W
I
N
G
N
O
T
T
O
S
C
A
L
E
-
L
-
P
O
T
S
t
a
.
7
+
0
0
.
0
0
-
L
-
P
O
T
S
T
A
7
+
7
5
.0
0
B
E
G
I
N
T
IP
P
R
O
J
E
C
T
B
-
3
15
9
-
Y
2
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
Y
2
-
P
O
T
S
t
a
.
1
2
+
3
6
.
0
6
,
1
4
’
R
T
-
L
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
2
-
P
C
S
t
a
.
1
0
+
7
0
.
0
7
-
Y
2
-
P
T
S
t
a
.
1
2
+
0
7
.
2
5
T
O
L
E
X
IN
G
T
O
N
D
O
WN
T
O
WNWIN
S
T
O
N
R
O
A
D
/
N
C
8
-
R
P
C
-
P
O
T
S
t
a
.
2
1
+
2
2
.
0
8
-
L
-
P
O
T
S
t
A
.
1
0
+
0
0
.
0
0
-
R
P
C
-
P
T
S
t
a
.
1
9
+
0
8
.
9
6
-
R
P
C
-
P
C
S
t
a
.
1
7
+
3
6
.
2
8
-
L
P
C
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
-
P
O
C
S
t
a
.
2
6
+
1
0
.
0
0
,
3
6
.
0
0
’
R
T
-
L
P
C
-
P
C
S
t
a
.
1
0
+
1
0
.
0
0
-
L
P
C
-
P
O
T
S
t
a
.
1
7
+
9
1
.
4
3
-
L
-
P
O
T
S
t
a
.
1
0
+
2
8
.
0
0
TO THOMASVILLE
TO WINSTON-SALEM
TO SALISBURY
-
L
P
C
-
C
S
S
t
a
.
1
5
+
1
6
.
8
9
-
L
P
C
-
C
S
S
t
a
.
1
1
+
5
2
.
1
0
-
L
P
C
-
S
C
S
t
a
.
1
3
+
3
6
.
1
0
-
L
P
C
-
S
T
S
t
a
.
1
7
+
0
0
.
8
9
US 29/70 BUS 85 SBL
US 29/70 BUS 85 NBL
M
A
TC
H
LIN
E
S
H
EET
1E
MATCHLINE SHEET 1E
M
A
TC
H
LIN
E SH
EET 1D
M
A
T
C
H
LI
N
E
S
H
E
E
T
1
D
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
D
-
Y
3
-
P
C
S
t
a
.
1
1
+
3
5
.
0
0
-
L
P
A
-
P
C
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
-
P
O
C
S
t
a
.
2
4
+
5
0
.
0
0
,
3
6
.
0
0
’
L
T
-
L
P
A
-
C
S
S
t
a
.
1
0
+
0
4
.
6
4
B
3
1
5
9
_
L
S
_
C
O
N
T
R
O
L
.
T
X
T
D
A
T
U
M
D
E
S
C
R
I
P
T
I
O
N
T
H
E
L
O
C
A
L
I
Z
E
D
C
O
O
R
D
I
N
A
T
E
S
Y
S
T
E
M
D
E
V
E
L
O
P
E
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
I
S
B
A
S
E
D
O
N
T
H
E
S
T
A
T
E
P
L
A
N
E
C
O
O
R
D
I
N
A
T
E
S
E
S
T
A
B
L
I
S
H
E
D
B
Y
N
C
D
O
T
F
O
R
M
O
N
U
M
E
N
T
"
B
-
3
1
5
9
-
1
"
N
O
R
T
H
I
N
G
:
7
6
0
8
0
4
.
9
6
6
0
(
f
t
)
E
A
S
T
I
N
G
:
1
6
2
8
5
2
3
.
3
4
1
0
(
f
t
)
E
L
E
V
A
T
I
O
N
:
7
8
8
.
3
1
(
f
t
)
T
H
E
A
V
E
R
A
G
E
C
O
M
B
I
N
E
D
G
R
I
D
F
A
C
T
O
R
U
S
E
D
O
N
T
H
I
S
P
R
O
J
E
C
T
(
G
R
O
U
N
D
T
O
G
R
I
D
)
I
S
:
0
.
9
9
9
8
9
1
4
T
H
E
N
.
C
.
L
A
M
B
E
R
T
G
R
I
D
B
E
A
R
I
N
G
A
N
D
L
O
C
A
L
I
Z
E
D
H
O
R
I
Z
O
N
T
A
L
G
R
O
U
N
D
D
I
S
T
A
N
C
E
F
R
O
M
"
B
-
3
1
5
9
-
1
"
T
O
-
L
-
S
T
A
T
I
O
N
7
+
7
5
.
0
0
I
S
A
L
L
L
I
N
E
A
R
D
I
M
E
N
S
I
O
N
S
A
R
E
L
O
C
A
L
I
Z
E
D
H
O
R
I
Z
O
N
T
A
L
D
I
S
T
A
N
C
E
S
V
E
R
T
I
C
A
L
D
A
T
U
M
U
S
E
D
I
S
N
A
V
D
8
8
E
L
E
V
.
=
7
9
6
.
9
1
’
E
=
1
6
2
8
4
8
8
.
8
4
8
4
N
=
7
6
0
2
6
8
.
4
8
3
7
B
L
-
3
E
L
E
V
.
=
7
8
8
.
3
1
’
E
=
1
6
2
8
5
2
3
.
3
4
1
0
N
=
7
6
0
8
0
4
.
9
6
6
0
G
P
S
B
3
1
5
9
-
1
E
L
E
V
.
=
7
8
6
.
9
8
’
E
=
1
6
2
8
4
9
9
.
4
1
9
5
N
=
7
6
1
4
1
5
.
7
9
7
8
B
L
-
4
ELEV.=784.66’E=1628431.8280N=762013.9240GPS B3159-2 ELEV.=799.93’E=1628475.7350N=762533.8835BL-5
-
L
P
A
-
P
O
T
S
t
a
.
1
9
+
3
5
.
7
7
-
L
-
P
O
T
S
t
a
.
1
6
+
9
7
.
6
7
-
L
P
A
-
S
R
S
S
t
a
.
1
1
+
8
8
.
6
4
-
L
P
A
-
S
T
S
t
a
.
1
8
+
4
2
.
9
5
-
L
P
A
-
S
C
S
t
a
.
1
3
+
7
2
.
6
4
-
L
P
A
-
C
S
S
t
a
.
1
6
+
5
8
.
9
5
-
Y
3
-
P
R
C
S
t
a
.
1
4
+
1
1
.
9
9
-
Y
3
-
P
T
S
t
a
.
1
6
+
4
1
.
5
2
-L- PRC Sta. 19+28.79
-
L
-
P
C
S
t
a
.
1
8
+
0
0
.
0
0
-
Y
3
-
P
O
T
S
t
a
.
1
6
+
5
5
.
3
4
-L- PC Sta. 21+43.74-Y6- POT Sta. 10+00.00 -Y6- POT STA. 11+62.64BEGIN CONSTRUCTION -L- PT Sta. 21+93.58 -L- POT Sta. 24+17.95 -Y5- POT Sta. 12+31.44-Y5- POT STA. 10+87.20END CONSTRUCTION-Y5- POT Sta. 10+00.00-L- POC Sta. 21+48.19-Y6- POT Sta. 12+33.87-L- POC Sta. 21+50.95 -L- PT Sta. 20+64.72-L- POT STA 21+00.00END GRADE
-
R
P
A
-
P
O
T
S
t
a
.
2
1
+
9
1
.
5
3
-
L
-
P
O
T
S
t
a
.
1
7
+
2
5
.
6
7
-
R
P
A
-
P
T
S
t
a
.
2
0
+
6
3
.
2
8
-
L
-
POT Sta. 17+11.67 -L- POT STA. 23+00.000END TIP PROJECT
NC GRID
NAD 83/NSRS 2007
W
I
T
H
N
A
D
8
3
/
N
S
R
S
2
0
0
7
S
T
A
T
E
P
L
A
N
E
G
R
I
D
C
O
O
R
D
I
N
A
T
E
S
O
F
PROJECT REFERENCE NO.Location and SurveysSHEET NO.B-3159
S
U
R
V
E
Y
C
O
N
T
R
O
L
S
H
E
E
T
B
-
3
1
5
9
N
O
T
E
:
D
R
A
W
I
N
G
N
O
T
T
O
S
C
A
L
E
DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-3159-1"NORTHING: 760804.9660(ft) EASTING: 1628523.3410(ft)ELEVATION: 788.31(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998914 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B-3159-1" TO -L- STATION 7+75.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88
I
N
D
I
C
A
T
E
S
GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
B
Y
T
H
E
N
C
D
O
T
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
P
R
O
J
E
C
T
C
ONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
N
O
T
E
S
:
1
.
T
H
E
C
O
N
T
R
O
L
D
A
T
A
F
O
R
T
H
I
S
P
R
O
J
E
C
T
C
A
N
B
E
F
O
U
N
D
E
L
E
C
T
R
O
N
I
C
A
L
L
Y
B
Y
S
E
L
E
C
T
I
N
G
P
R
O
J
E
C
T
C
O
N
T
R
O
L
D
A
T
A
A
T
:
T
H
E
F
I
L
E
S
T
O
B
E
F
O
U
N
D
A
R
E
A
S
F
O
L
L
O
W
S
:
S
I
T
E
C
A
L
I
B
R
A
T
I
O
N
I
N
F
O
R
M
A
T
I
O
N
H
A
S
N
O
T
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
.
I
F
F
U
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
I
S
N
E
E
D
E
D
,
P
L
E
A
S
E
C
O
N
T
A
C
T
T
H
E
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
H
T
T
P
S
:
/
/
C
O
N
N
E
C
T
.
N
C
D
O
T
.
G
O
V
/
R
E
S
O
U
R
C
E
S
/
L
O
C
A
T
I
O
N
/
B
3
1
5
9
_
L
S
_
C
O
N
T
R
O
L
.
T
X
T
1D
M
A
TC
H
LIN
E SH
EET 1C
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
C
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
C
-
Y
-
P
C
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
-
P
O
C
S
t
a
.
1
1
+
5
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
R
P
C
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
,
3
6
.
0
0
’
R
T
-
Y
-
P
O
C
S
t
a
.
1
4
+
5
0
.
0
0
US 29 / 70 BUS 85 NBL
US 29 / 70 BUS 85 SBL
-
R
P
C
-
T
S
S
t
a
.
1
0
+
7
5
.
0
0
-
R
P
C
-
S
C
S
t
a
.
1
2
+
5
9
.
0
0
-
R
P
C
-
C
S
S
t
a
.
1
4
+
4
0
.
2
8
-
R
P
C
-
S
T
S
t
a
.
1
6
+
2
4
.
2
8
-
Y
3
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
E
L
E
V
.
=
7
5
5
.
5
1
’
E
=
1
6
2
6
9
2
5
.
9
8
8
1
N
=
7
6
1
0
7
4
.
4
6
4
5
B
Y
-
7
E
L
E
V
=
7
5
3
.
4
8
’
E
=
1
6
2
7
4
8
7
N
=
7
6
1
2
7
3
B
M
#
1
E
L
E
V
.
=
7
6
5
.
9
6
’
E
=
16
2
7
9
11.
5
3
8
4
N
=
7
6
13
16
.
7
2
9
6
B
Y
-
8
TO SALISBURY
NC GRID
NAD 83/NSRS 2007
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
PROJECT REFERENCE NO.Location and SurveysSHEET NO.B-3159
S
U
R
V
E
Y
C
O
N
T
R
O
L
S
H
E
E
T
B
-
3
1
5
9
N
O
T
E
:
D
R
A
W
I
N
G
N
O
T
T
O
S
C
A
L
E
DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-3159-1"NORTHING: 760804.9660(ft) EASTING: 1628523.3410(ft)ELEVATION: 788.31(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998914 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B-3159-1" TO -L- STATION 7+75.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88
I
N
D
I
C
A
T
E
S
GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
B
Y
T
H
E
N
C
D
O
T
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
P
R
O
J
E
C
T
CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
1
.
T
H
E
C
O
N
T
R
O
L
D
A
T
A
F
O
R
T
H
I
S
P
R
O
J
E
C
T
C
A
N
B
E
F
O
U
N
D
E
L
E
C
T
R
O
N
I
C
A
L
L
Y
B
Y
S
E
L
E
C
T
I
N
G
P
R
O
J
E
C
T
C
O
N
T
R
O
L
D
A
T
A
A
T
:
T
H
E
F
I
L
E
S
T
O
B
E
F
O
U
N
D
A
R
E
A
S
F
O
L
L
O
W
S
:
S
I
T
E
C
A
L
I
B
R
A
T
I
O
N
I
N
F
O
R
M
A
T
I
O
N
H
A
S
N
O
T
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
.
I
F
F
U
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
I
S
N
E
E
D
E
D
,
P
L
E
A
S
E
C
O
N
T
A
C
T
T
H
E
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
H
T
T
P
S
:
/
/
C
O
N
N
E
C
T
.
N
C
D
O
T
.
G
O
V
/
R
E
S
O
U
R
C
E
S
/
L
O
C
A
T
I
O
N
/
B
3
1
5
9
_
L
S
_
C
O
N
T
R
O
L
.
T
X
T
N
O
T
E
S
:
1E
M
A
TC
H
LIN
E
S
H
EET
1C
M ATCHLINE SHEET 1C
US 29/70 BUS 85 NBL
TO
THOMASVILLE
US 29/70 BUS 85 SBL
-
R
P
A
-
P
C
S
t
a
.
1
6
+
8
4
.
6
7
-
R
P
A
-
S
T
S
t
a
.
1
5
+
7
2
.
6
7
-
Y
7
-
P
O
T
S
t
a
.
1
8
+
5
3
.
5
7
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
-
Y
7
-
P
T
S
t
a
.
1
8
+
0
2
.
2
3
-
R
P
A
-
S
C
S
t
a
.
1
2
+
5
9
.
0
0
-
Y
7
-
P
C
S
t
a
.
1
3
+
9
7
.
9
5
-
R
P
A
-
T
S
S
t
a
.
1
0
+
7
5
.
0
0
-
R
P
A
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
,
3
6
.
0
0
’
L
T
-
Y
-
P
O
C
S
t
a
.
3
6
+
0
0
.
0
0
-
Y
7
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
Y
-
P
O
C
S
t
a
.
3
9
+
0
0
.
0
0
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
-
Y
-
P
T
S
t
a
.
4
0
+
4
3
.
1
5
-
R
P
A
-
C
S
S
t
a
.
1
3
+
8
8
.
6
7
E
L
E
V
.
=
7
7
7
.
4
1
’
E
=
1
6
2
9
2
2
4
.
6
7
8
3
N
=
7
6
1
2
5
4
.
4
9
3
9
B
Y
-
9
E
L
E
V
.
=
7
8
7
.
0
3
’
E
=
1
6
3
0
0
5
6
.
2
3
4
0
N
=
7
6
1
1
1
7
.
4
6
7
1
B
Y
-
1
0
E
L
E
V
=
7
8
1
.
5
9
’
E
=
1
6
3
0
1
2
2
N
=
7
6
1
2
8
8
B
M
#
2
NC GRID
NAD 83/NSRS 2007
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
PROJECT REFERENCE NO.Location and SurveysSHEET NO.B-3159
S
U
R
V
E
Y
C
O
N
T
R
O
L
S
H
E
E
T
B
-
3
1
5
9
N
O
T
E
:
D
R
A
W
I
N
G
N
O
T
T
O
S
C
A
L
E
DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-3159-1"NORTHING: 760804.9660(ft) EASTING: 1628523.3410(ft)ELEVATION: 788.31(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998914 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B-3159-1" TO -L- STATION 7+75.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88
I
N
D
I
C
A
T
E
S
GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
B
Y
T
H
E
N
C
D
O
T
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
P
R
O
J
E
C
T
CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
1
.
T
H
E
C
O
N
T
R
O
L
D
A
T
A
F
O
R
T
H
I
S
P
R
O
J
E
C
T
C
A
N
B
E
F
O
U
N
D
E
L
E
C
T
R
O
N
I
C
A
L
L
Y
B
Y
S
E
L
E
C
T
I
N
G
P
R
O
J
E
C
T
C
O
N
T
R
O
L
D
A
T
A
A
T
:
T
H
E
F
I
L
E
S
T
O
B
E
F
O
U
N
D
A
R
E
A
S
F
O
L
L
O
W
S
:
S
I
T
E
C
A
L
I
B
R
A
T
I
O
N
I
N
F
O
R
M
A
T
I
O
N
H
A
S
N
O
T
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
T
H
I
S
P
R
O
J
E
C
T
.
I
F
F
U
R
T
H
E
R
I
N
F
O
R
M
A
T
I
O
N
I
S
N
E
E
D
E
D
,
P
L
E
A
S
E
C
O
N
T
A
C
T
T
H
E
L
O
C
A
T
I
O
N
A
N
D
S
U
R
V
E
Y
S
U
N
I
T
.
H
T
T
P
S
:
/
/
C
O
N
N
E
C
T
.
N
C
D
O
T
.
G
O
V
/
R
E
S
O
U
R
C
E
S
/
L
O
C
A
T
I
O
N
/
B
3
1
5
9
_
L
S
_
C
O
N
T
R
O
L
.
T
X
T
N
O
T
E
S
:
1F
5
7
6
2
5
3
3
.
8
8
3
5
1
6
2
8
4
7
5
.
7
3
5
0
7
9
9
.
9
3
O
U
T
S
I
D
E
P
R
O
J
E
C
T
L
I
M
I
T
S
2
7
6
2
0
1
3
.
9
2
4
0
1
6
2
8
4
3
1
.
8
2
8
0
7
8
4
.
6
6
2
0
+
4
3
.
3
8
2
5
.
9
3
L
T
4
7
6
1
4
1
5
.
7
9
7
8
1
6
2
8
4
9
9
.
4
1
9
5
7
8
6
.
9
8
1
4
+
4
0
.
1
8
8
.
7
0
L
T
1
7
6
0
8
0
4
.
9
6
6
0
1
6
2
8
5
2
3
.
3
4
1
0
7
8
8
.
3
1
8
+
2
8
.
8
9
4
.
7
6
L
T
3
7
6
0
2
6
8
.
4
8
3
7
1
6
2
8
4
8
8
.
8
4
8
4
7
9
6
.
9
1
O
U
T
S
I
D
E
P
R
O
J
E
C
T
L
I
M
I
T
S
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
P
O
I
N
T
D
E
S
C
.
N
O
R
T
H
E
A
S
T
E
L
E
V
A
T
I
O
N
L
S
T
A
T
I
O
N
O
F
F
S
E
T
B
L
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
B
L
-
3
S
0
6
0
3
’
2
0
.
1
0
"
W
D
i
s
t
4
1
0
.
5
9
’
L
S
T
A
T
I
O
N
7
+
0
0
.
0
0
N
7
6
0
2
6
8
E
1
6
2
8
4
8
9
B
M
3
E
L
E
V
A
T
I
O
N
=
7
9
6
.
9
1
’
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
B
L
-
5
N
0
1
4
4
’
1
0
.
8
3
"
W
D
i
s
t
1
8
5
8
.
5
5
’
L
S
T
A
T
I
O
N
7
+
0
0
.
0
0
N
7
6
2
5
3
4
E
1
6
2
8
4
7
6
B
M
4
E
L
E
V
A
T
I
O
N
=
7
9
9
.
9
3
’
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
B
Y
-
7
S
8
8
0
2
’
4
9
.
2
8
"
W
D
i
s
t
3
0
7
5
.
5
8
’
Y
S
T
A
T
I
O
N
4
0
+
4
3
.
0
0
N
7
6
1
0
7
5
E
1
6
2
6
9
2
6
B
M
5
E
L
E
V
A
T
I
O
N
=
7
5
5
.
5
1
’
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
B
O
U
N
D
O
A
K
B
E
T
W
E
E
N
7
T
H
S
T
.
A
N
D
U
S
2
9
/
7
0
S
.
R
/
R
S
P
I
K
E
S
E
T
I
N
R
O
O
T
O
F
F
O
R
K
E
D
W
I
L
L
O
W
Y
S
T
A
T
I
O
N
1
5
+
2
9
.
0
0
8
7
’
L
E
F
T
N
7
6
1
2
7
3
E
1
6
2
7
4
8
7
B
M
1
E
L
E
V
A
T
I
O
N
=
7
5
3
.
4
8
’
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
U
N
I
O
N
1
8
9
0
)
S
O
U
T
H
O
F
S
T
A
T
E
E
M
P
L
O
Y
E
E
’
S
C
R
E
D
I
T
O
A
K
O
N
N
.
S
I
D
E
O
F
P
I
E
D
M
O
N
T
D
R
.
(
S
R
R
/
R
S
P
I
K
E
S
E
T
I
N
R
O
O
T
O
F
3
6
"
3
F
O
R
K
E
D
N
4
6
0
2
’
3
8
.
0
6
"
E
D
i
s
t
1
5
5
.
8
6
’
Y
S
T
A
T
I
O
N
4
0
+
4
3
.
0
0
N
7
6
1
2
8
8
E
1
6
3
0
1
1
2
B
M
2
E
L
E
V
A
T
I
O
N
=
7
8
1
.
5
9
’
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
1
0
7
6
1
1
1
7
.
4
6
7
1
1
6
3
0
0
5
6
.
2
3
4
0
7
8
7
.
0
3
O
U
T
S
I
D
E
P
R
O
J
E
C
T
L
I
M
I
T
S
9
7
6
1
2
5
4
.
4
9
3
9
1
6
2
9
2
2
4
.
6
7
8
3
7
7
7
.
4
1
3
2
+
6
2
.
0
4
4
6
.
2
5
R
T
4
7
6
1
4
1
5
.
7
9
7
8
1
6
2
8
4
9
9
.
4
1
9
5
7
8
6
.
9
8
2
5
+
3
6
.
0
7
9
8
.
5
2
L
T
8
7
6
1
3
1
6
.
7
2
9
6
1
6
2
7
9
1
1
.
5
3
8
4
7
6
5
.
9
6
1
9
+
4
9
.
1
6
5
3
.
8
3
L
T
7
7
6
1
0
7
4
.
4
6
4
5
1
6
2
6
9
2
5
.
9
8
8
1
7
5
5
.
5
1
O
U
T
S
I
D
E
P
R
O
J
E
C
T
L
I
M
I
T
S
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
P
O
I
N
T
D
E
S
C
.
N
O
R
T
H
E
A
S
T
E
L
E
V
A
T
I
O
N
Y
S
T
A
T
I
O
N
O
F
F
S
E
T
B
Y
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2B-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS -L- STA. 7+75.00 TO 8+00.00USE TYPICAL SECTION NO. 1HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2B-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS MILL AS NEEDED.TO TIE TO EXISTING AT 7+75.00.FLOAT CROWN POINT AND WARP SUPERELEVATIONS NOTES:/// /// /// /// U MIN.MIN.MIN.Detail Showing Method of WedgingC1C2D1D2E3E34""212CL-L- (NC 8 WINSTON ROAD)
CL
0
.
0
2
3
6
’
E
X
I
S
T
I
N
G
1
’
G
R
A
D
E
P
O
I
N
T
5
’
V
A
R
SEE X-SECTIONS
2:1 MAX GROUNDEXISTING GROUNDEXISTING
0
.
0
2
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
1
4:
1
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
VA
R SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
1
2
’
0
.
0
86
’
6
"
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
V
A
R
S
E
E X-SECTIONS2:1 MAX
T
C
1
MIN.4"
W
E
2
D
1
6
’
R
1
6
"
6
"
S
1
4
"
(
F
I
N
A
L
P
A
V
E
M
E
N
T
D
E
S
I
G
N
J
A
N
U
A
R
Y
3
1
,
2
0
1
4
)
(
R
E
V
I
S
E
D
M
A
Y
2
2
,
2
0
1
4
)
"212
2
’
V
2
E
3
N
O
T
E
:
P
A
V
E
M
E
N
T
E
D
G
E
S
L
O
P
E
S
A
R
E
1
:
1
U
N
L
E
S
S
S
H
O
W
N
O
T
H
E
R
W
I
S
E
.
W
V
A
R
I
A
B
L
E
D
E
P
T
H
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
(
S
E
E
W
E
D
G
I
N
G
D
E
T
A
I
L
)
.
U
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
T
E
A
R
T
H
M
A
T
E
R
I
A
L
P
A
V
E
M
E
N
T
S
C
H
E
D
U
L
E
J
P
R
O
P
.
1
0
"
A
G
G
R
E
G
A
T
E
B
A
S
E
C
O
U
R
S
E
R
2
1
’
-
6
"
C
O
N
C
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
R
1
2
’
-
6
"
C
O
N
C
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
P
R
O
P
.
V
A
R
.
D
E
P
T
H
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
C
O
U
R
S
E
,
T
Y
P
E
S
9
.
5
B
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
1
2
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
E
R
1
"
D
E
P
T
H
T
O
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
T
O
E
X
C
E
E
D
2
"
I
N
D
E
P
T
H
.
C
2
4
"
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
SP
P
R
I
M
E
C
O
A
T
P
R
O
P
.
A
P
P
R
O
X
.
4
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
I
N
T
E
R
M
E
D
I
A
T
E
C
O
U
R
S
E
,
D
1
T
Y
P
E
I
1
9
.
0
B
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
4
5
6
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
R
O
P
.
V
A
R
.
D
E
P
T
H
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
I
N
T
E
R
M
E
D
I
A
T
E
C
O
U
R
S
E
,
D
2
G
R
E
A
T
E
R
T
H
A
N
4
"
I
N
D
E
P
T
H
.
T
Y
P
E
I
1
9
.
0
B
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
1
4
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
E
R
1
"
D
E
P
T
H
T
O
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
L
E
S
S
T
H
A
N
2
"
O
R
P
R
O
P
.
V
A
R
.
D
E
P
T
H
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
I
N
T
E
R
M
E
D
I
A
T
E
C
O
U
R
S
E
,
D
4
G
R
E
A
T
E
R
T
H
A
N
4
"
I
N
D
E
P
T
H
.
T
Y
P
E
I
1
9
.
0
C
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
1
4
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
E
R
1
"
D
E
P
T
H
T
O
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
L
E
S
S
T
H
A
N
2
"
O
R
P
R
O
P
.
A
P
P
R
O
X
.
3
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
I
N
T
E
R
M
E
D
I
A
T
E
C
O
U
R
S
E
,
D
3
T
Y
P
E
I
1
9
.
0
C
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
3
4
2
L
B
S
.
P
E
R
S
Q
.
Y
D
.
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
5
1
3
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
R
O
P
.
A
P
P
R
O
X
.
4
.
5
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
2
5
.
0
B
,
E
1
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
3
9
9
L
B
S
.
P
E
R
S
Q
.
Y
D
.
I
N
E
A
C
H
O
F
T
W
O
L
A
Y
E
R
S
.
P
R
O
P
.
A
P
P
R
O
X
.
7
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
2
5
.
0
B
,
E
2
P
R
O
P
.
V
A
R
.
D
E
P
T
H
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
2
5
.
0
B
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
1
4
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
E
R
1
"
D
E
P
T
H
.
T
O
T
H
A
N
4
"
I
N
D
E
P
T
H
.
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
G
R
E
A
T
E
R
T
H
A
N
5
"
I
N
D
E
P
T
H
O
R
L
E
S
S
E
3
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
5
9
8
.
5
L
B
S
.
P
E
R
S
Q
.
Y
D
.
I
N
E
A
C
H
O
F
T
W
O
L
A
Y
E
R
S
.
P
R
O
P
.
A
P
P
R
O
X
.
1
0
.
5
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
2
5
.
0
C
,
E
4
P
R
O
P
.
V
A
R
.
D
E
P
T
H
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
2
5
.
0
C
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
1
4
L
B
S
.
P
E
R
S
Q
.
Y
D
.
P
E
R
1
"
D
E
P
T
H
.
T
O
T
H
A
N
4
"
I
N
D
E
P
T
H
.
B
E
P
L
A
C
E
D
I
N
L
A
Y
E
R
S
N
O
T
G
R
E
A
T
E
R
T
H
A
N
5
"
I
N
D
E
P
T
H
O
R
L
E
S
S
E
5
C
1
P
R
O
P
.
A
P
P
R
O
X
.
3
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
C
O
U
R
S
E
,
T
Y
P
E
S
9
.
5
B
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
6
8
L
B
S
.
P
E
R
S
Q
.
Y
D
.
I
N
E
A
C
H
O
F
T
W
O
L
A
Y
E
R
S
.
C
3
P
R
O
P
.
A
P
P
R
O
X
.
3
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
C
O
U
R
S
E
,
T
Y
P
E
S
9
.
5
C
,
A
T
A
N
A
V
E
R
A
G
E
R
A
T
E
O
F
1
6
8
L
B
S
.
P
E
R
S
Q
.
Y
D
.
I
N
E
A
C
H
O
F
T
W
O
L
A
Y
E
R
S
.
V
1
3
"
M
I
L
L
I
N
G
V
2
V
A
R
I
A
B
L
E
D
E
P
T
H
M
I
L
L
I
N
G
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02a.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
S
E
E
P
L
A
N
S
F
O
R
T
U
R
N
L
A
N
E
S
A
N
D
T
A
P
E
R
S
.
N
O
T
E
S
:
*
*
2
2
’
0
.
0
2
0
.
0
2
0
.
0
2
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
VAR SEE X-SECTIONS2:1 MAX GROUNDEXISTING 0.02
0
.
0
2
0.02
1
0
’
2
’
4
’
L
A
N
E
B
I
K
E
2
4
’
2
4
’
4’LANEBIKE 2’10’
CL
G
R
A
D
E
P
O
I
N
T
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
6"
6
"
1
4
’
W
/
G
R
14’ W/GR
6
"
5
’
V
A
R
.
4
’
-
6
"
6
"
T
O
5’VAR.4’-6"6" TO 6"
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
3
U
S
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
3
*
2
2
’
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
E
X
I
S
T
I
N
G
-
V
A
R
I
E
S
R
E
D
U
C
E
1
2
’
L
A
N
E
S
T
O
1
1
’
L
A
N
E
S
L
E
F
T
A
N
D
R
I
G
H
T
.
-
L
-
S
T
A
.
1
9
+
6
4
.
7
2
T
O
2
0
+
6
4
.
7
2
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-AB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02a.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
CL
0
.
0
2
2
4
’
-
L
-
S
T
A
.
8
+
0
0
.
0
0
T
O
1
0
+
0
0
.
0
0
E
X
I
S
T
I
N
G
G
R
A
D
E
P
O
I
N
T
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
2
U
S
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
2
1
’
1
0
’
4
’
-
6
"
6
"
T
O
V
A
R
.
5
’
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
"
0
.
0
2
6
"
2
’
4
’
B
I
K
E
L
A
N
E
0
.
0
2
V
A
R
I
E
S
2
2
’
T
O
2
8
’
V
A
R
I
E
S
0
’
T
O
2
6
’
MATCH TO -Y2-
-
L
-
S
T
A
.
1
0
+
0
0
.
0
0
T
O
1
1
+
5
0
.
0
0
-
L
-
S
T
A
.
1
8
+
5
0
.
0
0
T
O
2
1
+
0
0
.
0
0
**
1
2
’
**
-
L
-
S
T
A
.
2
0
+
1
0
.
0
0
T
O
2
1
+
0
0
.
0
0
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
VAR SEE X-SECTIONS2:1 MAXGROUNDEXISTING
V
A
R
I
E
S
0
’
T
O
6
’
-
6
"
0
.
0
2
1
0
’
2
’
1
4
’
W
/
G
R
6
"
5
’
V
A
R
.
4
’
-
6
"
6
"
T
O
6
"
V
A
R
S
E
E
X
-
S
E
C
T
I
O
N
S
2
:
1
M
A
X
2
’
D
E
T
A
I
L
N
O
.
1
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
3
U
S
E
D
E
T
A
I
L
N
O
.
1
W
I
T
H
L
T
:
-
L
-
S
T
A
.
1
8
+
5
0
.
0
0
T
O
S
T
A
.
1
9
+
2
0
.
0
0
L
T
:
-
L
-
S
T
A
.
1
9
+
7
8
.
0
0
T
O
S
T
A
.
2
1
+
0
0
.
0
0
*
V
A
R
.
1
5
’
T
O
1
9
’
*
8
’
1
’
U
U
U
D1 E2
R
1
R1
R
1R
1
T
T
T
T
S
S
S
S
T
E
2
D
1
D
1
E
2
C
1
C
1
C1
E
3
D
1
R
1
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
W W
W
1
4
"
1
4
"
1
4
"
0
.
0
2
*
*
S
E
E
P
L
A
N
S
F
O
R
T
U
R
N
L
A
N
E
S
A
N
D
T
A
P
E
R
S
.
N
O
T
E
S
:
M
A
Y
N
E
E
D
T
O
W
A
R
P
F
O
R
P
R
O
P
E
R
T
I
E
T
O
-
Y
2
-
.
E
3
E
3
E3
EDGE OF -L- PAVEMENT
EDGE OF PARKING LOT C
1
WWEDGINGUEXISTING PVMNTTEARTH MATERIALC13" S9.5B J10" ABC R12’-6" C & G R21’-6" C & G S4" SIDEWALKC2VAR. S9.5B D14" I19.0B D2VAR. I19.0B E3VAR. B25.0BE27" B25.0BPPRIME COATC33" S9.5C D33" I19.0C E14.5" B25.0B E410.5" B25.0CD4VAR. I19.0CE5VAR. B25.0C V13" MILLING V2MILLINGVAR. DEPTH
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02b.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0
.
0
2
0
.
0
2
0
.
0
2
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
VAR SEE X-SECTIONS2:1 MAX GROUNDEXISTING 0.02
0
.
0
2
0
.
0
2
1
0
’
2
’
4
’
L
A
N
E
B
I
K
E
2
4
’
2
4
’
4
’
L
A
N
E
B
I
K
E
2’10’
CL
G
R
A
D
E
P
O
I
N
T
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
6"
6
"
1
4
’
W
/
G
R
14’ W/GR
6
"
5
’
V
A
R
.
4
’
-
6
"
6
"
T
O
5’VAR.4’-6"6" TO 6"SEE PLANS FOR TURN LANES AND TAPERS.NOTES:
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
4
USE TYPICAL SECTION NO. 4HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-BB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02b.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0
.
0
2
2
4
’
E
X
I
S
T
I
N
G
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
6
1
’
1
0
’
4
’
-
6
"
6
"
T
O
V
A
R
.
5
’
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
"
0
.
0
2
6
"
2
’
0
.
0
2
MATCH TO -L- CL
CL
G
R
A
D
E
P
O
I
N
T
U
S
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
6
-
Y
2
-
S
T
A
.
1
0
+
5
3
.
1
3
T
O
1
2
+
3
6
.
1
4
V
A
R
I
E
S
0
’
T
O
4
5
’
V
A
R
I
E
S
0
’
T
O
1
2
’
G
R
A
D
E
P
O
I
N
T
E
X
I
S
T
I
N
G
CL
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
5
M
I
L
L
A
S
N
E
E
D
E
D
.
L
O
C
A
T
I
O
N
S
T
O
T
I
E
-
Y
2
-
G
R
A
D
E
T
O
-
L
-
G
R
A
D
E
.
S
U
P
E
R
E
L
E
V
A
T
I
O
N
S
F
L
O
A
T
I
N
V
A
R
I
A
B
L
E
W
I
D
T
H
S
E
E
P
L
A
N
S
F
O
R
T
U
R
N
L
A
N
E
S
A
N
D
T
A
P
E
R
S
.
N
O
T
E
S
:
-L- STA. 11+50.00 TO 12+66.97 (BEGIN BRIDGE)-L- STA. 14+16.47 (END BRIDGE) TO 18+50.00
E
X
I
S
T
E
X
I
S
T
U
S
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
5
-
L
-
S
T
A
.
2
1
+
0
0
.
0
0
T
O
2
3
+
0
0
.
0
0
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
-
Y
2
-
(
N
B
N
C
8
/
W
E
S
T
6
T
H
S
T
)
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
GROUNDEXISTING VAR SEE X-SECTIONS2:1 MAX
G
R
O
U
N
D
E
X
I
S
T
I
N
G
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
V
A
R
I
E
S
0
’
T
O
6
’
-
6
"
C
U
R
B
&
G
U
T
T
E
R
A
N
D
E
X
I
S
T
I
N
G
L
A
N
E
C
O
N
F
I
G
U
R
A
T
I
O
N
.
M
I
L
L
A
N
D
O
V
E
R
L
A
Y
A
S
N
E
E
D
E
D
T
O
A
C
H
I
E
V
E
P
R
O
P
E
R
T
I
E
I
N
W
I
T
H
E
X
I
S
T
I
N
G
N
O
T
E
:
0
.
0
2
1
0
’
2
’
1
4
’
W
/
G
R
6
"
5
’
V
A
R
.
4
’
-
6
"
6
"
T
O
V
A
R
S
E
E
X-
S
E
C
T
I
O
N
S
2
:
1
M
A
X
2
’
V
A
R
.
1
9
’
T
O
2
2
’
-
6
"
D
E
T
A
I
L
N
O
.
2
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
4
U
S
E
D
E
T
A
I
L
N
O
.
2
W
I
T
H
L
T
:
-
L
-
S
T
A
.
1
8
+
0
0
.
0
0
T
O
1
8
+
5
0
.
0
0
U
U
U
U
C
1
C
1
D
1
D
1
E
2
E
2
R
1
R
1
R
1
R1
T
S
S
D
1
S
T
T S
C
1
C
1
E
2
R
1
T
6
"
E
3
T
C
1
C
1
1
4
"
1
4
"
V
2
V
2
G
R
A
D
E
P
O
I
N
T
1
2
’
W
E
3
E
3
EDGE OF -L- PAVEMENT
EDGE OF PARKING LOT
C
1
D
1
EDGE OF PARKING LOT
1
’
E
3
WWEDGINGUEXISTING PVMNTTEARTH MATERIALC13" S9.5B J10" ABC R12’-6" C & G R21’-6" C & G S4" SIDEWALKC2VAR. S9.5B D14" I19.0B D2VAR. I19.0B E3VAR. B25.0BE27" B25.0BPPRIME COATC33" S9.5C D33" I19.0C E14.5" B25.0B E410.5" B25.0CD4VAR. I19.0CE5VAR. B25.0C V13" MILLING V2MILLINGVAR. DEPTH
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-CB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02c.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-CB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02c.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS EXIST
CL
-
Y
-
(
U
S
2
9
-
6
4
-
7
0
/
I
-
8
5
B
U
S
)
2
5
’
E
X
I
S
T
E
X
I
S
T
E
X
I
S
T
6
’
6
’
2
’
P
S
2
’
P
S
AUXILARY LANE0’ TO 12’ 4’ TO 10’ PS HINGE POINT 2:1 6:14:16:1 SLOPEHINGE POINT FOR FILLS FOR CUTS SEE X-SECTIONSVARIABLE 0.02 0.02 12’ (15’ W/GR)15’
A
U
X
I
L
A
R
Y
L
A
N
E
0
’
T
O
1
2
’
4
’
T
O
1
0
’
P
S
HINGE POINT
2:1
6
:1
4
:1
6
:
1
S
L
O
P
E
HINGE POINT
FOR FILLS
FOR CUTS
S
E
E
X
-
S
E
C
T
I
O
N
S
V
A
R
I
A
B
L
E
0
.
0
2
0
.
0
2
1
2
’
(
1
5
’
W
/
G
R
)
1
5
’
0.02 19.5’ PS 18’
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
GRADE TO THIS LINE
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
8
USE TYPICAL SECTION NO. 8 DETAIL NO. 3
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
8
U
S
E
D
E
T
A
I
L
N
O
.
3
W
I
T
H
-Y- STA. 11+50.00 TO STA. 39+00.00
0
.
0
2
3
6
’
E
X
I
S
T
I
N
G
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
7
1
’
1
0
’
4
’
-
6
"
6
"
T
O
V
A
R
.
5
’
VA
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
"
0
.
0
2
6
"
2
’
0
.
0
2
CL
USE TYPICAL SECTION NO. 7 -Y2- STA. 10+00.00 TO 10+53.13
G
R
A
D
E
P
O
I
N
T
MILL AS NEEDED.NOTES:
1
’
1
0
’
4
’
-
6
"
6
"
T
O
V
A
R
.
5
’
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
"
0
.
0
2
6
"
2
’
-
Y
2
-
(
N
B
N
C
8
/
W
E
S
T
6
T
H
S
T
)
VA
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
*
2
4
’
(
E
X
I
S
T
I
N
G
)
*
2
4
’
(
E
X
I
S
T
I
N
G
)
TIE TO EXISTING (SEE X-SECTIONS).TAPER IN SHOULDER AND DITCH WIDTH TO FROM -Y- STA. 34+20.00 TO 37+20.00 RTNOTES:6’
6
’
U
U
U
U
C
3
D
3
E
4
C3D3 E4 C3D3 E5
R
1
R
1
T
S
D
1
T
S
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
D
1
E
2
C
1
C
3
C
3
C
1
W
W
E
2
T
T
1
4
"
EDGE OF AUXILARY LANE
0
.
0
2
1
9
.
5
’
P
S
1
8
’
D
E
T
A
I
L
N
O
.
3
C
3
D
3
E
5
EDGE OF AUXILARY LANE
1
4
"
1
6
.
5
"
16.5"
1
6
.
5
"
16.5"
E
3
E
3
2:1
M
A
X
V
2
V2 2:1 MAX *MILL AND REPLACE AT SAME DEPTH -3"
RETAINING WALL
RETAINING WALL
L
T
:
-
Y
-
S
T
A
.
2
4
+
8
7
.
0
0
T
O
2
6
+
3
5
.
6
7
R
T
:
-
Y
-
S
T
A
.
2
4
+
3
9
.
0
0
T
O
2
6
+
3
7
.
3
8
WWEDGINGUEXISTING PVMNTTEARTH MATERIALC13" S9.5B J10" ABC R12’-6" C & G R21’-6" C & G S4" SIDEWALKC2VAR. S9.5B D14" I19.0B D2VAR. I19.0B E3VAR. B25.0BE27" B25.0BPPRIME COATC33" S9.5C D33" I19.0C E14.5" B25.0B E410.5" B25.0CD4VAR. I19.0CE5VAR. B25.0C V13" MILLING V2MILLINGVAR. DEPTH
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-DB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02d.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
HINGE POINT
2:1
6
:1
4
:1
6
:
1
HINGE POINT
FOR FILLS
FOR CUTS
VAR
2:16:1 GROUNDEXISTING GROUNDEXISTING
G
R
O
U
N
D
E
X
I
S
T
I
N
G
CL
1
2
’
1
0
’
8
’
4
’
4
’
4
’
0
.
0
2
0
.
0
2
0
.
0
2
0
.0
8
0
.
0
8
0
.
0
2
1
6
’
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
1
2
’
(
1
5
’
W
/
G
R
)
1
4
’
(
1
7
’
W
/
G
R
)
USE TYPICAL SECTION NO. 10
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
1
0
-RPC- STA. 10+00.00 TO STA. 20+71.61
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
1
1
USE TYPICAL SECTION NO. 11 -LPC- STA. 10+00.00 TO STA. 17+41.46-LPA- STA. 10+00.00 TO STA. 19+05.77
HINGE POINT
2:1 6:1
4
:
1
6
:1
FOR CUTS
GROUNDEXISTING
1
2
’
8
’
4
’
9
’
0
.
0
2
0
.0
8
0
.
0
2
1
2
’
(
1
5
’
W
/
G
R
)
1
2
’
2
1
’
0
.
0
2
1
4
’
0
.
0
2
2
’
V
A
R
2:1
6
:
1
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
HINGE POINT
FOR FILLS
CL
-
L
P
C
-
-
L
P
A
-
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
G
R
A
D
E
P
O
I
N
T
G
R
A
D
E
P
O
I
N
T
6
’
6
’
C
1
D
1
C
1
D
1
E
1
T
R
1
T
T
T
F
D
P
S
F
D
P
S
F
D
P
S
6
"
6
"
E
1
1
2
’
HINGE POINT
2:1
6
:1
4
:1
6
:
1
FOR CUTS
G
R
O
U
N
D
E
X
I
S
T
I
N
G
CL
1
2
’
1
0
’
8
’
4
’
4
’
4
’
0
.
0
2
0
.
0
2
0
.
0
2
0
.
0
8
0
.
0
2
1
6
’
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
1
2
’
(
1
5
’
W
/
G
R
)
1
4
’
(
1
7
’
W
/
G
R
)
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
9
G
R
A
D
E
P
O
I
N
T
6
’
C
1
D
1
T
T
F
D
P
S
F
D
P
S
6
"
1
2
’
-
R
P
A
-
USE TYPICAL SECTION NO. 9 -RPA- STA. 15+72.67 TO STA. 21+61.41
0
.0
8
6
"
GROUNDEXISTING
2:1
6
"
4
’
1
1
.
5
"
4
:1
E
1
1
2
’
GROUNDEXISTING
I
N
S
E
T
9
A
-
R
P
C
-
1
1
.
5
"
E
1
1
1
.
5
"
6
"
6
:1
4:1USE INSET 9AHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-DB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02d.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
STA. 15+72.67 RIGHT OF CENTERLINE-RPA- STA. 10+00.00 TO
V
A
R
6
:
1
2:1
E
3
HINGE POINT
FOR FILLS
WWEDGINGUEXISTING PVMNTTEARTH MATERIALC13" S9.5B J10" ABC R12’-6" C & G R21’-6" C & G S4" SIDEWALKC2VAR. S9.5B D14" I19.0B D2VAR. I19.0B E3VAR. B25.0BE27" B25.0B PPRIME COATC33" S9.5C D33" I19.0C E14.5" B25.0B E410.5" B25.0CD4VAR. I19.0C E5VAR. B25.0C V13" MILLING MILLINGVAR. DEPTHV2
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-EB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02e.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
4
:
1
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
’
0
.
0
2
0
.
0
8
0
.
0
2
2
’
P
S
8
’
CL
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
1
2
1
1
’
4
:1
VA
R SEE X-SEC
TIO
N
S
2:1 M
A
X
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
6
’
0
.
0
2
0
.0
8
0
.
0
2
2
’
P
S
8
’
1
1
’
(
9
’
W
/
G
R
)
(
9
’
W
/
G
R
)
-
Y
3
-
(
7
T
H
S
T
R
E
E
T
)
USE TYPICAL SECTION NO. 12 -Y3- STA. 10+00.00 TO STA. 16+09.98
4
:
1
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
V
A
R
SEE X-SEC
TIO
N
S
2:1 M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
4
’
0
.
0
2
0
.
0
8
8
’
CL
G
R
A
D
E
T
O
T
H
I
S
L
I
N
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
.
1
3
1
0
’
4
:1
VA
R SEE X-SEC
TIO
N
S
2:1 M
A
X
V
A
R
S
E
E
X-
S
E
C
TI
O
N
S
2:1
M
A
X
G
R
O
U
N
D
E
X
I
S
T
I
N
G
G
R
O
U
N
D
E
X
I
S
T
I
N
G
4
’
0
.
0
2
0
.0
8
8
’
1
0
’
USE TYPICAL SECTION NO. 13 -Y7- STA. 10+00.00 TO STA. 18+53.57
-
Y
7
-
(
P
I
E
D
M
O
N
T
D
R
I
V
E
/
W
H
I
T
E
S
T
R
E
E
T
)
(
7
’
W
/
G
R
)
(
7
’
W
/
G
R
)
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-EB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02e.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
G
R
A
D
E
P
O
I
N
T
G
R
A
D
E
P
O
I
N
T
C
1
J
C
1
J
C
1
J
C
1
J
T
T
P P
1
3
"
1
3
"
T
6
"
6
"
6
"
6
"
T
WWEDGINGUEXISTING PVMNTTEARTH MATERIALC13" S9.5B J10" ABC R12’-6" C & G R21’-6" C & G S4" SIDEWALKC2VAR. S9.5B D14" I19.0B D2VAR. I19.0B E3VAR. B25.0BE27" B25.0B PPRIME COATC33" S9.5C D33" I19.0C E14.5" B25.0B E410.5" B25.0CD4VAR. I19.0C E5VAR. B25.0C V13" MILLING MILLINGVAR. DEPTHV2
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-FB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02f.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-FB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02f.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
CL
5’-6"WALKSIDE 2’4’LANEBIKE
1
2
’
-
0
"
1
2
’
-
0
"
G
R
A
D
E
P
O
I
N
T
1
5
’
-
0
"
1
2
’
-
0
"
1
2
’
-
0
"
5
’
-
6
"
W
A
L
K
S
I
D
E
2
’
4
’
L
A
N
E
B
I
K
E
8’
D
E
S
I
G
N
D
A
T
A
-
L
-
-
Y
-
2
0
0
9
A
D
T
2
0
3
5
A
D
T
D
H
V
(
%
)
D
(
%
)
D
U
A
L
(
%
)
T
T
S
T
(
%
)
V
(
M
P
H
)
F
U
N
C
C
L
A
S
S
S
I
N
G
L
E
F
A
C
E
D
P
R
E
C
A
S
T
C
O
N
C
R
E
T
E
B
A
R
R
I
E
R
(
S
E
E
S
T
D
.
8
5
7
.
0
1
)
T
O
A
C
C
O
M
M
O
D
A
T
E
F
U
T
U
R
E
L
A
N
E
2
3
,
9
0
0
2
8
,
6
0
0
23 4
0
A
R
T
E
R
I
A
L
1
0
6
0
2
4
,
2
0
0
3
6
,
4
0
0
761
0
6
0
6
0
F
R
E
E
W
A
Y
**
*
SEE SHEET 2-C FOR -Y- TYPICAL SECTIONSEE SHEET 2-B FOR -L- TYPICAL SECTIONSEE SHEET 4 FOR PLAN VIEWNOTES:
-
L
-
(
N
C
8
)
S
T
R
U
C
T
U
R
E
O
V
E
R
-
Y
-
(
U
S
2
9
-
6
4
-
7
0
/
I
-
8
5
B
U
S
)
EXIST
2
4
’
24’
E
X
I
S
T
0.02
A
U
X
I
L
A
R
Y
L
A
N
E
0
.
0
2
0
.
0
2
CL
-
Y
-
(
U
S
2
9
-
6
4
-
7
0
/
I
-
8
5
B
U
S
)
1
2
’
1
9
’
-
6
"
P
S
**
1
8
’
-
0
"
*
AUXILARY LANE 0.02 12’19’-6" PS**18’-0"*
*
*
0
.
0
2
0
.
0
2
1
2
’
-
6
"
1
2
’
-
6
"
68’
6
8
’
D
E
T
A
I
L
O
F
R
O
A
D
W
A
Y
U
N
D
E
R
P
R
O
P
O
S
E
D
S
T
R
U
C
T
U
R
E
-
L
-
(
N
C
8
W
I
N
S
T
O
N
R
O
A
D
)
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
S
T
R
U
C
T
U
R
E
SEE SHEET 2-GPHASINGCONSTRUCTIONDUE TO
4
’
M
I
N
I
M
U
M
V
E
R
T
I
C
A
L
C
L
E
A
R
A
N
C
E
=
1
6
’
-
6
"
S
K
E
W
A
N
G
L
E
=
8
9
3
7
’
4
9
.
9
8
"
O
CL
-
L
P
C
-
CL-LPA-
R
E
T
A
I
N
I
N
G
W
A
L
L
D
E
T
E
R
M
I
N
E
D
B
Y
G
E
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
I
N
G
U
N
I
T
1
’
-
2
"
1’-2"
9
8
’
-
0
"
"
R
A
I
L
T
O
R
A
I
L
8
7
’
C
L
E
A
R
R
O
A
D
W
A
Y
-
L
-
S
T
A
.
1
2
+
6
6
.
9
7
T
O
-
L
-
S
T
A
.
1
4
+
1
6
.
4
7
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-GB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02g.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
1
1
’
-
0
"
1
1
’
-
0
"
1
1
’
-
0
"
4
’
-
0
"
4
’
-
0
"
4
7
’
-
3
"
CL
3
7
’
-
0
"
2
’
-
0
"
2
’
-
0
"
-
L
-
"
21
1
’
-
1
"
21
1
’
-
1
G
R
A
D
E
P
O
I
N
T
CL
-
L
-
CL
-
L
-
CL
-
L
-
G
R
A
D
E
P
O
I
N
T
4
5
’
-
6
"
5’-6"
1
0
’
1
1
’
-
0
"
1
1
’
-
0
"
1
1
’
-
0
"
4
’
-
0
"
4
’
-
0
"
4
7
’
-
3
"
3
7
’
-
0
"
2
’
-
0
"
2
’
-
0
"
"
21
1
’
-
1
G
R
A
D
E
P
O
I
N
T
1
0
’
"
21
1
’
-
1
M
A
I
N
T
A
I
N
3
L
A
N
E
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
WALKSIDE
4
5
’
-
6
"
5
’
-
0
"
1
1
’
-
0
"
1
1
’
-
0
"
5’-6"
2
’
11’-0"WALKSIDE 2’
P
H
A
S
E
1
C
O
N
S
T
R
U
C
T
I
O
N
M
A
I
N
T
A
I
N
3
L
A
N
E
S
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
P
H
A
S
E
2
C
O
N
S
T
R
U
C
T
I
O
N
5
2
’
-
6
"
G
R
A
D
E
P
O
I
N
T
5’-6"WALKSIDE 2’4’LANEBIKE
1
2
’
-
0
"
1
2
’
-
0
"
G
R
A
D
E
P
O
I
N
T
1
5
’
-
0
"
1
2
’
-
0
"
1
2
’
-
0
"
5
’
-
6
"
W
A
L
K
S
I
D
E
2
’
4
’
L
A
N
E
B
I
K
E
9
8
’
-
0
"
"
R
A
I
L
T
O
R
A
I
L
1
’
5
’
-
6
"
W
A
L
K
S
I
D
E
8’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-GB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02g.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
F
O
R
B
R
I
D
G
E
P
H
A
S
E
C
O
N
S
T
R
U
C
T
I
O
N
4
’
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_dtl_02H.dgn
$$$$USERNAME$$$$
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.
5/14/99
SHEET NO.PROJECT REFERENCE NO.2-HB-3159
1
0
+
0
0
R
=
3
5
’
R
=
1
5
’
R
=
1
5
’
T
A
P
E
R
5
0
’
1
0
0
’
L
A
N
E
T
A
P
E
R
+25.00
O
F
F
S
E
T
L
E
F
T
1
5
0
’
-
L
-
-RPC-
-LPC-
R
=
4
’
R
=
4
’
R
=
2
3
8
’
-
Y2-
+75.00
1
5
+
0
0
20+00 33’11’4’ 4’
24’15’
T
A
P
E
R
5
0
’
1
0
0
’
L
A
N
E
T
A
P
E
R
+
9
7.
5
0
+
3
7.
5
0
2
6
5
’
L
A
N
E
S
H
I
F
T
L
T
-
L
-
-Y 3-
-LPA-
-RPA-
-Y6--Y5-
+
0
1
.
5
0
+09.93 +64.7215+0002 02 12’-Y--L-12’98’5’-6"5’-6"(SEE PLAN SHEET 4)DETAIL SHOWING BRIDGE & PAVEMENT RELATIONSHIP R=1’+78.00 +97.80
R
=
1
’
+
4
5
.0
0
+
5
4
.0
0
R
=
6
.
7
5
’
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
(
S
E
E
P
L
A
N
S
H
E
E
T
4
)
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
(
S
E
E
P
L
A
N
S
H
E
E
T
4
)
24’4’
36’
24’4’
4
2
’
+90.00
87’ F TO F
6
.
8
5
’
+75.00
+76.00
+78.00
4’
24’4’
12’24’
-L- STA 12+66.97BEGIN BRIDGE
+78.00
24’24’15’12’4’
4’
4’
+00.00
4’
+48.50
+14.25
+
3
4
.
5
0
+37.50
100’ LANE TAPER SHIFT & LATERALLANE TAPER100’
12’
+
4
4
.
5
0
+64.00
4
0
0
’
L
A
N
E
S
H
I
F
T
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
N
O
T
E
:
D
R
A
W
I
N
G
S
N
O
T
T
O
S
C
A
L
E
4’
R
=
6
.
5
’
I
S
L
A
N
D
M
O
N
O
L
I
T
H
I
C
I
S
L
A
N
D
M
O
N
O
L
I
T
H
I
C
R
=
4
’
R
=
4
’
R=60’R=45’
R
=
1
’
R
=
8
’
+26.50
36’
+
3
8
.
5
0
+58.50
+
4
3
.5
0 +66.50
02
R
=
3
0
’
R
=
1
0
’
R=10’R=30’GRAU 350 TL-3 TYPE-IIITYPE-III GRAU 350 TL-3TYPE-III
WEST 6T
H ST
N
C
8
/
U
S
5
2
I
S
L
A
N
D
M
O
N
O
L
I
T
H
I
C
I
S
L
A
N
D
M
O
N
O
L
I
T
H
I
C
NC8/US52
7TH ST
N
C
8
/
U
S
5
2
9TH ST9TH ST
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
S
I
D
E
W
A
L
K
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
C
&
G
2
’
-
6
"
S
I
D
E
W
A
L
K
C
&
G
2
’
-
6
"
S
I
D
E
W
A
L
K
SIDEWALK
C
&
G
2
’
-
6
"
S
I
D
E
W
A
L
K
C
&
G
2
’
-
6
"
SIDEWALK C&G2’-6"
C
&
G
2
’
-
6
"
TYPE-III-L- STA 14+15.47APPROACH SLABBEGIN PAVED SHOULDERS / ISLANDS SIDEWALK
-
Y
-
S
T
A
.
2
4
+
3
9
.
0
0
B
E
G
I
N
B
A
R
R
I
E
R
B
E
G
I
N
R
E
T
A
I
N
I
N
G
W
A
L
L
#
1
/
-Y- STA. 24+42.00BEGIN BARRIERBEGIN RETAINING WALL #2 /-L- STA 14+40.47END APPROACH SLAB
-
L
-
S
T
A
1
2
+
4
2
.
9
7
B
E
G
I
N
A
P
P
R
O
A
C
H
S
L
A
B
-
Y
-
S
T
A
.
2
6
+
3
7
.
3
8
E
N
D
B
A
R
R
I
E
R
E
N
D
R
E
T
A
I
N
I
N
G
W
A
L
L
#
1
/
-Y- STA. 26+35.67END BARRIEREND RETAINING WALL #2 /-L- STA 12+67.97END APPROACH SLAB -L- STA 14+16.47END BRIDGE CHAIN LINK FENCE48" BLACK VINYL
F
E
N
C
E
A
L
O
N
G
T
O
P
O
F
W
A
L
L
4
8
"
B
L
A
C
K
V
I
N
Y
L
C
H
A
I
N
L
I
N
K
FENCE ALONG TOP OF WALL48" BLACK VINYL CHAIN LINKFENCE ALONG TOP OF WALL48" BLACK VINYL CHAIN LINK
F
E
N
C
E
A
L
O
N
G
T
O
P
O
F
W
A
L
L
4
8
"
B
L
A
C
K
V
I
N
Y
L
C
H
A
I
N
L
I
N
K
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-IB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_dtl_02I.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
-
Y
-
U
S
2
9
-
6
4
-
7
0
/
I
-
8
5
B
U
S
-Y- US29-64-70 / I-85 BUS
-
Y
3
-
7
T
H
S
T
-RPA
-
-
LP
A
-
-Y7- PIEDMONT DR / WHITE ST
-L- NC 8 / US 52
-L- NC 8 / US 52
-LP
C
-
-
RP
C
-
-Y2-
-
Y5
-
E
9
TH
S
T
-
Y6
-
W
9
TH
S
T
A
C
SP SP
S
H
E
A
R
P
O
I
N
T
D
I
A
G
R
A
M
NOTES:SEE SHEETS 4, 6 & 7 FOR INTERCHANGE DESIGNSPSPSPSP
S
P
S
P
S
P
S
P
SP
S
P
S
P
S
P
S
P
S
P
10+00
15
15
+
0
0
2
0
+
0
0
2
5
+
0
0
30+00 35+0015+00
2
0
+
0
0
15+
00
2
0
+
0
0
15+00
15+00
15+00
5+00
10+00
15+00
20+00
NAD 83/ NSRS 20070’(ENGLISH)50’100’25’50’
R
E
M
O
V
E
J
B
S
E
E
D
E
T
A
I
L
"
B
"
B
E
R
M
D
I
T
C
H
S
E
E
D
E
T
A
I
L
A
S
P
E
C
I
A
L
L
A
T
E
R
A
L
V
D
I
T
C
H
REMOVE CBREMOVE DIREMOVE CB REMOVE CB
R
E
M
O
V
E
D
I
SEE DETAIL "C"BEHIND RETAINING WALL CONCRETE DITCH
C
B
R
E
M
O
V
E
2
G
I
R
E
M
O
V
E
R
E
M
O
V
E
2
G
I
S
l
o
p
e
F
i
l
l
D
B
4"
G
R
O
U
N
D
N
A
T
U
R
A
L
W
A
L
L
R
E
T
A
I
N
I
N
G
BR
E
A
K
E
R
B
O
N
D
DIREMOVE
REVISIONS
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 4
26-JUN-2014 14:41
R:\Roadway\Proj\B3159_Rdy_psh_04.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-3159
M
A
TC
H
LIN
E SH
EET 6 -R
PC
- STA
. 16+
60.00
-RPA- STA. 17+00.00MATCHLINE SHEET 7
M
A
TC
H
LIN
E
S
H
EET
7
-
Y-
S
TA
. 2
9
+
5
0
.0
0
-
Y
-
S
T
A
.
2
1
+
0
0
.
0
0
M
A
T
C
H
L
I
N
E
S
H
E
E
T
6
-
Y
3
-
S
T
A
.
1
0
+
98.00
M
A
T
C
H
L
I
N
E
S
HEET 6 M ATCHLIN E SHEET 5 -L- STA. 20+00.00
N
O
T
E
S
:
B
R
I
D
G
E
A
P
P
R
O
A
C
H
S
L
A
B
S
P
A
V
E
M
E
N
T
R
E
M
O
V
A
L
S
E
E
S
H
E
E
T
9
F
O
R
-
R
P
A
-
P
R
O
F
I
L
E
S
E
E
S
H
E
E
T
8
F
O
R
-
L
-
P
R
O
F
I
L
E
S
E
E
S
H
E
E
T
9
F
O
R
-
L
P
A
-
P
R
O
F
I
L
E
S
E
E
S
H
E
E
T
1
0
F
O
R
-
R
P
C
-
P
R
O
F
I
L
E
S
E
E
S
H
E
E
T
1
0
F
O
R
-
L
P
C
-
P
R
O
F
I
L
E
S
E
E
S
H
E
E
T
S
-
1
-
S
-
?
F
O
R
S
T
R
U
C
T
U
R
E
S
P
L
A
N
S
S
E
E
S
H
E
E
T
W
-
1
-
W
-
?
F
O
R
W
A
L
L
P
L
A
N
S
S
E
E
S
H
E
E
T
4
A
F
O
R
C
U
R
V
E
A
N
D
T
R
A
F
F
I
C
D
A
T
A
P
A
I
N
T
S
T
R
I
P
I
N
G
S
E
E
S
H
E
E
T
2
-
H
F
O
R
B
R
I
D
G
E
D
E
T
A
I
L
S
E
E
S
H
E
E
T
2
-
H
F
O
R
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
P
A
V
E
D
S
H
O
U
L
D
E
R
S
/
I
S
L
A
N
D
S
S
I
D
E
W
A
L
K
5/20/14 (ESM) DESIGN REVISION - CHANGED TYPICAL 12’ STANDARD ARTERIAL DITCH TO EXPRESSWAY GUTTER ON -RPA- FROM STA 15+72.67 TO 20+50.00 RT.
11/20/13 (AEV) DESIGN REVISION - REMOVED RETAINING WALL #3 FROM ALONG -Y-.
FROM STA 15+72.67 TO 21+00.00 RIGHT OF CENTERLINE.
6/3/14 (RLC) DESIGN REVISION - EXTENDED THE LENGTH OF RETAINING WALLS #1 & #2 ALONG US 29-64-70/I-85 (-Y-). REVISED THE DITCH ALONG -RPA-
ALLIED WENCO INTERNATIONAL, INC.DB 952 PG 1301PB 5 PG 21 PB 5 PG 25DB 648 PG 21TROUBLEFIELDand SARAH S.BRAXTON E.PB 5 PG 25DB 507 PG 744BETTY E FRITTSJOHN MILTON FRITTSPB 5 PG 25DB 1758 PG 318LEROY LEETHOMAS VIVIAN E. BROADWAY DB 514 PG 359 PB 5 PG 25DB 1340 PG 233RHONDA B. MILLER PB 5 PG 34 12 876159 -L- POC Sta. 17+11.67 15-Y3- POT Sta. 16+55.34-Y3- PRC Sta. 14+11.99-Y3- PC Sta. 11+35.00 -Y3- PT Sta. 16+41.52
T
Y
P
E
-
I
I
I
T
Y
P
E
-
I
I
I
T
Y
P
E
-
I
I
I
T
Y
P
E
-
I
I
I
25+00
G
R
A
U
3
5
0
T
L
-
3
G
R
A
U
3
5
0
T
L
-
3
GRAU 350 TL-3 20+00
20+00
15+00
-
L
P
A
-
C
S
S
t
a
.
1
0
+
0
4
.
6
4
-
L
P
A
-
S
R
S
S
t
a
.
1
1
+
8
8
.
6
4
-
L
P
A
-
S
T
S
t
a
.
1
8
+
4
2
.
9
5
-LPA- CS Sta. 16+58.95-LPA- SC Sta. 13+72.64-RPA- PT Sta. 20+63.28
-
R
P
C
-
P
C
S
t
a
.
1
7
+
3
6
.
2
8
-
R
P
C
-
P
T
S
t
a
.
1
9
+
0
8
.
9
6
-
L
-
P
O
T
S
t
a
.
7
+
0
0
.
0
0
15+00
-
L
P
C
-
C
S
S
t
a
.
1
5
+
1
6
.
8
9
-
L
P
C
-
S
C
S
t
a
.
1
3
+
3
6
.
1
0
-
L
P
C
-
S
T
S
t
a
.
1
7
+
0
0
.
8
9
-
L
P
C
-
C
S
S
t
a
.
1
1
+
5
2
.
1
0
-
L
P
C
-
P
C
S
t
a
.
1
0
+
1
0
.
0
0
-
L
P
C
-
P
O
T
S
t
a
.
1
7
+
9
1
.
4
3
-
L
-
P
O
T
S
t
a
.
1
0
+
2
8
.
0
0
-
R
P
C
-
P
O
T
S
t
a
.
2
1
+
2
2
.
0
8
-
L
-
P
O
T
S
t
A
.
1
0
+
0
0
.
0
0
-
L
P
C
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
-
P
O
C
S
t
a
.
2
6
+
1
0
.
0
0
,
3
6
.
0
0
’
R
T
-LPA- PC Sta. 10+00.00
-
Y
-
P
O
C
S
t
a
.
2
4
+
5
0
.
0
0
,
3
6
.
0
0
’
L
T
-RPA- POT Sta. 21+91.53-L- POT Sta. 17+25.67-L- PRC Sta. 19+28.79-L- PC Sta. 18+00.00
-
L
P
A
-
P
O
T
S
t
a
.
1
9
+
3
5
.
7
7
-
L
-
P
O
T
S
t
a
.
1
6
+
9
7
.
6
7
050607080807060504030201000102
0
2
0
3
0
4 0
5 0
6 0
7
08
0807060504030201000102
0
2
0
3
0
4
0
5
0
6
07
08
0
20
30
40
5
06
0 708
04
02
03
05
06
0
7
0
8
0
5
0
4
0
3
0
2
0
1
0
60
70
8
02
0201
0300040105
EX
-
Y
2
-
P
T
S
t
a
.
1
2
+
0
7
.
2
5
-
Y
2
-
P
C
S
t
a
.
1
0
+
7
0
.
0
7
-
Y
2
-
P
O
T
S
t
a
.
1
2
+
3
6
.
0
6
,
1
4
’
R
T
-
L
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
02
EX
02 02
0203020100010202010001
0
8
0
7
0
6
0
5
0
4
0
3
0
2
0807060504 03 02 010001 02030 30 2 000001010101
-
L
-
P
O
T
S
T
A
7
+
7
5
.0
0
B
E
G
I
N
T
I
P
P
R
O
J
E
C
T
B
-
3
15
9
-
Y
2
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
I
N
C
2
0’
+30.00R
=
5
0
’
R
=
5
5
’
R
=
3
0
’
R
=
3
0
’
R=45’R=60’R=45’R=75’
-Y-
-Y-
4’ P
S
16’
TAPER100’ LANETAPER100’ LANE+5 0.0 0
+
0
8
.2
8
2
3
’
IN
C
23’
INC
23’INC
+
6
9
.9
6
-
LP
C
-
2
1’
2’
4’
PS
23’
INC
10
’
P
S
1
2
’
1
2
’
2
2
’
23’INC -Y3-
7TH ST 23’INC 22’18’INC+01.99
+69.99
P
S
1
2
’
1
0
’
P
S
23’
INC
+
3
4
.
6
4
1
2
’
21’2’24’23’INC+3 3.6723’INC+61.670220’INC
24’
02 02
24’
24’15’
02
02
02
2’ PS2’ PS
2
’
P
S
4’ P
S
2
’
P
S
0
2
0
2
+98.00
50’
TYPE-III
TYPE-III
TYPE-III
TYPE-III
8
’
P
S
8
’
P
S
8
’
P
S
8
’
P
S
CR
C
R
C
R
C
R
C
R
C
R
C
R
C
R
C
R
CR
CRCR CRCRCRCRCRCR
-
Y
-
S
T
A
.
2
4
+
8
7
.
0
0
B
E
G
I
N
B
A
R
R
I
E
R
-
Y
-
S
T
A
.
2
4
+
8
7
.
0
0
B
E
G
I
N
B
A
R
R
I
E
R
-
Y
-
S
T
A
.
2
5
+
9
5
.
0
0
E
N
D
B
A
R
R
I
E
R
-
Y
-
S
T
A
.
2
5
+
9
5
.
0
0END BARRIER
+
9
8
.
10
+1.33+08.79
R
=
3
5
’
A
C
MILL AND OVERLAY
MILL AND OVERLAY
MILL AND OVERLAY
MILL AND OVERLAY
C
R
O
V
E
R
L
A
Y
M
I
L
L
A
N
D
C
R
24’
15’
02
4
’
TA P E R50’ CR CRR=10’EX. CurbTie to
-
L
-
P
O
T
S
t
a
.
1
3
+
4
1
.
7
2
-
Y
-
P
O
C
S
t
a
.
2
5
+
4
4
.
0
0
\
=
8
9
3
7
’
4
9
.
9
8
"
1
0
+
0
0
15+0020+00 PS4’20’INC
P
S
4
’
PS4’23’INC+81.95EX. CurbTie to EX. CurbTie to 4’ PSAT-1 AT-1 AT-1AT-1
8:1 TAPER
8:1 TAPER
TYPE-III
TYPE-III
GRAU 350 TL-3
GRAU 350 TL-3
G
RAU
3
5
0
TL-3
1
3
4 5 678 910111213
E
X
R
/
W
EX R/W
E
X
R
/
W
42.00’ RTEX R/W
1
0
5
.
0
0
’
R
T
9
3
.
0
0
’
R
T
4
0
.
0
0
’
R
T
-L- 19+28.79
-
R
P
C
-
1
7
+
3
6
.
2
8
-
R
P
C
-
1
9
+
0
8
.
9
6
-
R
P
C
-
2
0
+
1
9
.
0
0
-
L
-
8
+
5
3
.
8
1
-
L
-
7
+
6
5
.
0
0
-
L
-
8
+
0
0
.
0
4
E
X
R
/
W
-
L
-
7
+
8
3
.
7
8
-
Y
2
-
1
1
+
9
6
.
0
0
-Y3- 12+51.19 -L- 19+17.07
E
N
D
C
/
A
E
X
.
R
/
W
1
0
.
0
0
’
R
T
1
0
.
0
0
’
R
T
-
L
-
7
+
6
7
.
5
1
-
L
-
7
+
6
8
.
1
5
-
L
-
8
+
1
0
.
6
3
-
L
-
8
+
1
0
.
6
3
E
X
.
R
/
W
E
X
.
R
/
W
-
Y
2
-
1
0
+
7
0
.
0
7
-
Y
2
-
1
1
+
9
2
.
4
7
-
Y
2
-
1
2
+
1
1
.
4
1
E
X
.
R
/
W
END C/A
E
X
R
/
W
CHORD
F
E
N
C
E
C
H
A
I
N
L
I
N
K
B
L
A
C
K
V
I
N
Y
L
E
N
D
4
8
"
FENCECHAIN LINKBLACK VINYLEND 48"
B
E
G
I
N
C
/
A
F
E
N
C
E
C
H
A
I
N
L
I
N
K
B
L
A
C
K
V
I
N
Y
L
B
E
G
I
N
4
8
"
E
X
.
R
/
W
-
Y
-
2
8
+
4
6
.
9
5
-
L
-
6
+
8
4
.
8
0
4
0
.
8
7
’
L
T
4
0
.
8
7
’
R
T
7
3
.
0
4
’
R
T
2
0
.
0
0
’
R
T
-L- 18+01.78
-
L
-
7
+
9
7
.
0
3
-
L
-
7
+
5
8
.
8
3
-
R
P
C
-
2
0
+
1
9
.
0
0
1
1
3
.
0
0
’
R
T
-
R
P
C
-
1
9
+
0
8
.
9
6
1
1
2
.
0
0
’
R
T
-
R
P
C
-
1
7
+
3
6
.
2
8
1
2
5
.
0
0
’
R
T
-L- 19+28.79 62.00’ RT -L- 18+37.00 42.00’ RT -RPA- 20+63.28 100.00’ RT -RPA- 20+63.28 70.00’ RT
2
E
X
R
/
W
EX
R
/
W
EX R/W-L- 19+28.73 70.00’ LT
EX
.
R
/
W
-L- 18+58.00 62.00’ RT
EX
.
R
/
W
-
Y
2
-
1
0
+
7
0
.
0
7
4
0
.
0
0
’
R
T
-
L
-
1
0
+
4
0
.
1
8
1
4
4
.
4
5
’
R
T
-
L
-
1
0
+
5
2
.
5
3
-
Y
-
2
7
+
7
1
.
0
7
EX
.
R
/
W
-L- 19+87.00 PROP PUE-L- 17+90.00 EX R/W
CHORD
2
7
15
1
8
"
W
E
LD
E
D
S
TE
E
L
I
N
S
TA
LLA
T
I
O
N
T
R
E
N
C
H
LE
S
S
REMOVE
REMOVE
RETAIN
REM O VE
18" RCP III
C
B
C
B
C
B
C
B
C
B
CB CBCBCBCBCBCBCBCBDI CB
C
B
C
B
A
d
j
.
D
I
CLASS ’B’ RIP RAPEST. 3 TONS 10 SY GEOTEXTILE
RETAIN
REMOVE&
FI
L
L
P
L
U
G
&
FILL
PLUG
&
FILL
PLUG
REMOVE
RETAIN
R
E
T
AI
N
& FILL
PLUG
& FILLPLUG REMOVE
REMOVE
18
"
W
ELD
ED
S
TEEL
IN
S
TA
LLA
TIO
N
TREN
C
H
LES
S
CBREMOVE
A
d
j
.
C
B
R
E
M
O
V
E
0
4
1
5
0
4
1
8
0426 0433
0
4
0
1
0
4
0
2
0
4
0
3
0
4
0
4
0
4
0
7
0
4
0
8
0
4
0
9
0
4
1
1
0
4
1
2
0
4
1
4
0
4
1
6
0
4
1
7
0
4
1
9
0
4
2
0
0
4
2
2
0
4
2
3
0
4
2
4
0
4
2
5
0
4
2
7
0
4
2
9
0
4
3
1
0
4
3
2
0434 0435 04360437 0439044304440445044604470448
0
4
4
9
0
4
5
0
0
4
5
1
0453
0
4
6
1
0
4
6
2
0
4
1
0
0
4
0
6
0
4
1
3
0
4
3
0
044004410442
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
T
B
2
G
I
T
B
2
G
I
C
B
36" RCP-III
36" RCP-III
18
" RC
P-I
I
I
18
" RC
P-III
30" RCP-III
30" RCP-III
30" RCP-III
J
B
w
/
M
H
RC
P-
III
3
6
"
15" CSP
18"
R
CP-III
C
B
D
I
D
I
15" RCP-III
1
5
"
R
C
P
-
I
I
I
15" RCP-III
36" RCP-III 36" RCP-III
36" RCP-III
18
"
RC
P
-
III
36" RCP-III
18" RCP-III
C
B
CB
24" RCP-III
18" RCP-III
18" RCP-III
30" RCP-III
30" RCP-III
18" RCP-III 15" RCP-III 18" RCP-III 18" RCP-III RCP-III 15"
w
/
M
H
T
B
J
B
RCP-III 18"
C
B
2
G
I
-
A
36" RCP-III
RE
T
A
I
N
RE
T
A
I
N
REMOVE
&
F
ILL
P
L
U
G
&
F
I
LL
P
L
U
G
REMOVE
REM O VE
RCP-III 18"REMOVE DI18" RCP-III 18" RCP-III
2
G
I
R
E
M
O
V
E
15"ELB ELB
ELB
ELB
ELB ELB
P
P
P
P
P
P P
P
P
P
P
P
P
P
P
P
P
P
18"
R
C
P-III
18" RCP-III
F
S
0
4
0
5
R
C
P
-
I
I
I
3
6
"
R
C
P
-
I
I
I
1
5
"
RCP-III
15"
0
4
6
0
2
G
I
T
B
7
S
Y
F
O
R
D
R
A
I
N
A
G
E
G
E
O
T
E
X
T
I
L
E
E
S
T
.
2
T
O
N
S
R
I
P
R
A
P
C
L
A
S
S
’
B
’
F
R
O
M
C
B
C
O
N
V
J
B
w
/
M
H
w
/
M
H
J
B
0
4
6
5
0
4
6
6
RC
P-
III
1
5
"
0
4
6
4
RC
P
-
III
1
8
"
0
4
6
3
0
4
2
8
RCP-III
18"
RCP-III 18"
RCP-III
36"
RCP-III 18"
R
C
P-III
3
6"RCP-III
15"
w
/
M
H
T
B
J
B
G
D
I
1
5
"
R
C
P
-
I
I
I
15" RCP-III
18" CSPW/2 ELBOWS
18
"
RC
P
-
III
18" RCP-III 04702GI-AFS04692GI-A FS18" RCP-III
D
E
T
A
I
L
A
Flatter
6:1 or M
i
n
.
D
=
1
.
0
F
t
.
(
N
o
t
t
o
S
c
a
l
e
)
S
P
E
C
I
A
L
L
A
T
E
R
A
L
’
V
’
D
I
T
C
H
G
r
o
u
n
d
N
a
t
u
r
a
l
6
.
0
’
4:1
D
VARIABLE
F
R
O
M
S
T
A
.
-
R
P
C
-
1
8
+
5
0
.
0
0
T
O
S
T
A
.
-
R
P
C
-
1
9
+
5
0
.
0
0
R
T
D
E
T
A
I
L
C
C
O
N
C
R
E
T
E
D
I
T
C
H
B
E
H
I
N
D
R
E
T
A
I
N
I
N
G
W
A
L
L
~
SEIR
A
V
1:2
(
N
o
t
t
o
S
c
a
l
e
)
B
=
0
’
D
=
1
.
0
’
F
R
O
M
S
T
A
.
-
Y
-
2
4
+
4
2
T
O
S
T
A
.
2
6
+
3
5
.
6
7
L
T
F
R
O
M
S
T
A
.
-
Y
-
2
4
+
3
9
T
O
S
T
A
.
2
6
+
3
7
.
3
8
R
T
D
E
T
A
I
L
B
2
.
5
’
5
.
0
’
M
i
n
.
D
=
1
.
0
F
t
.
V
A
R.
STAKE
SLOPE
5
.
0
’
D
2:1
LIMITS
CLEARING
(
N
o
t
t
o
S
c
a
l
e
)
B
E
R
M
D
I
T
C
H
5
.
0
’
1
0
.
0
’
V
.
C
.
F
R
O
M
S
T
A
.
-
R
P
C
-
1
2
+
9
9
.
1
5
T
O
S
T
A
.
-
R
P
C
-
1
7
+
0
0
.
0
0
R
T
D
D
E
=
7
1
5
C
Y
w
/
M
H
J
B
S
E
E
D
E
T
A
I
L
"
C
"
BEH
IN
D
RETA
IN
IN
G
W
A
LL
C
O
N
C
RETE
D
ITC
H
36" RCP-III
0
4
2
1
w
/
M
H
T
B
J
B
2GI-A
P
L
U
G
&
FI
L
L
30" RCP-III
30" RCP-III
REM
O
VE
2
G
I
PLUG& FILL PLUG& FILLPLUG& FILLREMOVE CBPLUG& FILLPLUG& FILL 7 SY GEOTEXTILEEST. 2 TONSCLASS ’B’ RIP RAP
JB
POSSIBLE
S
JB
TO POSSIBLE
S
36" RCP
18" RCP
18" CM P
36" RCP
3
6
"
R
C
P
36" RCP 24" RCP
12
" HD
P
E15" RCP
24" RCP
15" CMP
12" H
D
P
E
12
" C
MP
18" RC P
15"
CMP
18 " RCP
1
5
"
R
C
P
15
"
R
C
P
1
5
"
R
C
P
18" RCP
30" RCP 18" RCP15" RCP18" RCP18" RCP18" RCP8" CLAY8" CLAY
8
" C
L
A
Y
8
" C
L
A
Y
8" CLAY
8"
C
L
A
Y
8" CLAY
C
O
N
C
A
N
D
S
T
E
E
L
WW
WW
RIP RAP
1 S F D
VAR HT BLKW/ 3SBW72" CHLGATELTLTLTLTLTLTLTLTLTLTLTLTLTLTCARPORTMTL1 S F BUSCONCCONCBSTBSTSPIGOTWATERCONCCONCCONCSGLTLTW/LT72" WOODVAR HT BLKLTLTSCONCCONCSLTS8TH ST.WELLTEST SLTLTLTCONC1 S MAS BUSCONCSGATEMTL24" C&G24" C&G24" C&G LT72" MTLCONCCONCSLTCONC
MTL
MTL
M TL CONC
MTL
24" C&GCONC
W ALL8’ BLK
LT
LT
COMPRESSOR
AIR
PUMP
DIESEL
T
A
N
K
C
A
P
S
CONC
CONC
OIL
RECYCLED
12
" HD
P
ED
I
D
I
LT
LT
LT
DIESEL
1 @ 2000 GAL
CAPS
TANK
B
R
E
A
T
H
E
R
BST
BST
BUS1 S M AS
GR
2
4
" C
O
N
C
WA
L
L
BUS
1 S MAS
CONC
C
O
N
C
C
U
R
B
S CONC
1 S F D
1 S B
K D
9’ CONC
9’ CONC
36" CONC
2 S F D
72" CHL
1 S F D
1 S F D
CAN
MTL
S
GR
CONC
C
O
N
C
3
0
"
C
&
G
30" C&G
30" C&G
3
0
" C&
G
4
8
" CON
C
GR GR
CONC
GR
CONC
CONC
S
C
O
N
C
S
5
4
"
C
O
N
C
54" CONC
36" CONC
CONC
CBCBCB CB
CB
CB
CB
DI
DI
DI
DI 12" RCP12" RCP DI DI15" RCP15" RCP S
DI
DI
S 4008’05" W
N 70 25’14" E
223.27’
N 69 11’11" E
98.60’
SYLVIA S. M YERS
CHARLES L. SW ICEGOOD
DB 1253 PG 1985
N
0
2
1
2
’
4
7
"
W
6
0
.
9
6
’
N
0
1
4
3
’
2
6
"
W
4
9
.
7
5
’
N 3849’50" E
46.35’S 86 39’50" W
148.63’
S 89 24’30" W
154.77’
DB 764 PG 1180
PB 4 PG 68 S 4805’00" W
139.92’
EIP
EIPS
17
5
6
’10
" W
16
6
.15
’
EIP
EIP
EIP
EIP
EIP E
IP
S 89 03’58" E
110.59’
EIP
N 88 11’54" W
256.00’
EIPEIPN 85 25’50" W80.70’S 88 38’53" W161.37’EIPEIPEIPN 0139’38" W 149.53’N 0159’59" W75.37’N 88 04’34" E148.84’EIPEIPEIPEIPEIPEIP
EIP
EIP
EIP
EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WEXISTING R /W JBTO POSSIBLE JBTO POSSIBLE
8
" HD
P
E
D
I
D
I
S
EIP
B
S
T
C
U
R
B
B
S
T
C
U
R
B
SEASEMENTSIGN
EIP
GRV
SEXISTING R/W
EXISTING R/W
-BY-
BL-4 =
GPS
B3159-1
EIP
-
E
L
-
-EY
1
-
-E
Y2-
-E
Y
3
-
-EY4-
S 88 37’51" E
32.81’
0.88’EIP TO R/W
1.76’
EIP TO R/W
SPIGOT VENT
T C
A
B
I
N
E
T
H
H
EOI
T
H
H
T
T
V
E
N
T
1&1/4"STL
4
"
S
T
L
6
"
D
I
3"STL
6 "S T L 8"DI6"STL2"STL 6"STL6"DI8"DI8"DI1&1/4"STL
16
"D
I
4"STL
6
"
D
I
4 "P L
8
"DI
8"D
I 8"D
I
6"DI
4
"
S
T
L
A
B
A
N
D
O
N
E
D
"PL
"P
L
EOI
ABANDONED DRIP
3/4"PL
AATUR4"PL4"STL
D
U
C
T
B
A
N
K
D
U
C
T
B
A
N
K
D
U
C
T
B
A
N
K
V
E
N
T
LT
LT
48" CONC
8" CLAY30" C&GSCONC C U R BCONC CURB
DI
8" CMP
HULL-NORLEX, LLC DB 1821 PG 1896 PB 51 PG 61 PB 51 PG 61DB 1821 PG 1894NINTH STREET NORLEX, LLC DB 715 PG 191 PB 5 PG 21DB 1080 PG 1831 PB 5 PG 21
B
I
L
L
I
E
S
.
P
A
R
K
E
R
D
B
1
2
7
7
P
G
1
5
0
5
R
I
P
P
L
E
O
I
L
C
O
M
P
A
N
Y
,
I
N
C
.
D
B
1
9
1
4
P
G
1
3
0
9
D
B
4
4
9
P
G
3
2
3
P
B
11
P
G
8
9
JBL PROPERTIES, LLC
DB 1510 PG 469
D
B
2
2
4
P
G
4
7
7
D
B
6
1
5
P
G
4
4
4
P
B
4
P
G
6
8
D
B
6
6
6
P
G
8
2
0
M
A
R
G
I
E
L
.
S
W
I
C
E
G
O
O
D
D
B
3
5
4
P
G
5
1
J
A
C
K
C
.
C
H
I
L
D
E
R
S
D
B
1
0
0
9
P
G
1
5
8
D
B
9
0
8
P
G
1
1
6
1
P
B
1
4
P
G
2
N 87 52’18" EN 0206’05" W50.00’N 0206’05" WN 0206’05" W49.83’N 0206’05" W50.00’DAVID TODD HUNTDB 1264 PG 1561PB 5 PG 34PB 5 PG 21DB 965 PG 1021DB 1831 PG 742PB 5 PG 21J H MANAGEMENT OF N.C., LLCDB 1844 PG 727PB 5 PG 21HAYES JEWELERS, INCDB 1198 PG 985PB 5 PG 21PB 5 PG 34 EIPEIPN 87 41’49" E150.00’24.55’N 87 41’49" E 149.71’50.07’49.15’N 87 52’18" E 149.14’N 87 52’18" E149.33’N 87 52’18" E149.52’N 88 09’57" E149.30’N 88 15’38" E150.17’EIPEIP N 87 57’36" E148.53’36" CONC 48" CHLG1 S F DGR GRSSSS48" CHLSS SS48" CHL1 S F D 48" CHL 48" CHLGRGR S 0110’14" E-EY7-T EOI 6"DI6"DI 2"STL2"STL2"STL EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 8" CLAY 8" CLAY12" RCPDIDI12" RCP12" RCP CB CB57LT 8TH ST.
8
2
.3
8
’
-
L
-
8
+
9
4
.7
1
-Y-
28+46.95
127.83’
-Y-28+81.37127.90’-Y3-11+85.8823.01’
18
0
.14
’
+
2
2
.8
6
6
3
.
8
2
’
+
2
9
.
6
2
2.83’+25.6662.22’+35.58 MARTHA LANNING HUNTDAVID GERALD HUNTMARTHA LANNING HUNTDAVID GERALD HUNT INGYUON HAOSOMKHUON HOA
P
H
Y
L
L
I
S
J
.
B
A
R
K
E
R
J
O
H
N
N
Y
L
E
E
B
A
R
K
E
R
M
A
D
E
L
I
N
E
R
.
P
A
L
M
E
R
J
O
H
N
L
.
P
A
L
M
E
R
ELIZABETH P. HELMS
JOHN BURTON HELMS
S
P
I
G
O
T
C
B
J
B
T
O
P
O
S
S
I
B
L
E
J
B
T
O
P
O
S
S
I
B
L
E
LUCINA ROQUE-VENAVIDESJOSE JUAN-ROJASPORTCARMTL
1
788.31
4
786.98
48" CONC
HAYES JEWELERS, INCDB 1063 PG 1658PB 5 PG 34
E
N
T
E
R
P
R
I
S
E
S
,
I
N
C
.
B
O
D
D
I
E
-
N
O
E
L
L
DAVID TODD HUNT DB 1206 PG 1215 PB 5 PG 34
8" CLAY
C
B
BUS
1 S MAS
C
O
N
C
8
"
DI
C
O
N
C
4
"
P
L
E
XIS
TI
N
G
R/
W
CONC
4"P
L
W
W
#27
BRIDGE
3
6
"
R
C
P
8" CLAY
8
"
D
I
W
W
15
"
C
M
P
R
A
P
RIP
18 " RC P
12
"
R
C
P
15"
C
M
P
B
U
S
1
S
B
L
K
C
B
8"DI
24" C
&G
W/ 4 P
U
MPS
MTL C
A
N
OP
Y
2
4
" C
&
G
36" CONC
WALL
48" CONC
30" C
&G
8
"
C
L
A
Y
3"STL
SR 2205
W 6T
H ST
1 @
12000 GAL
.
1 @
6000 GAL
.
8" CL
A
Y
RAIL
48’ SPLIT
1.5 S F DEXISTING R/WEND UNKNOWN8" CLAY (DATUR)6"DI6"DI 2"STL 1 S F D1 S F D25.31’S 0110’14" E 48" CHL42" CONC12" CMPW/ 3 S BW72" CHL 1 S BK BUSTIMBERSCONC CURB VENT AATUR BUS1 S BK
JBTO POSSIBLE
F F
F
F
F
F FFF FFFC
F
F
CC
F
FF FF F F F F
F
C
F
F
F
F
F
C
C
C
C
C
F
C
C
C F
F
F F
F
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C C C
C
C
C
C CCC
C
CCCCCFFF
C
C
FF
C
C
C
C
C
C
FCCC C C C C C C CCF
N
A
D
8
3
/ N
S
R
S
2
0
0
7
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4A B-3159
26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_04a.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
-
L
-
P
I
S
t
a
1
9
+
9
7
.
1
3
D L
=
1
3
5
.
9
3
’
T
=
6
8
.
3
3
’
R
=
5
3
3
.
0
0
’
-
Y
2
-
P
I
S
t
a
1
1
+
4
1
.
1
1
D L
=
1
3
7
.
1
8
’
T
=
7
1
.
0
4
’
S
E
=
S
E
E
P
L
A
N
S
S
E
=
S
E
E
P
L
A
N
S
R
=
2
1
4
.
0
0
’
S
E
=
S
E
E
P
L
A
N
S
S
E
=
E
X
I
S
T
R
=
5
,
7
0
0
.
0
0
’
T
=
1
,
5
5
8
.
7
8
’
L
=
3
,
0
4
3
.
1
5
’
DP
I
S
t
a
2
5
+
5
8
.
7
8
-
Y
-
R
=
5
3
3
.
0
0
’
T
=
6
4
.
7
1
’
L
=
1
2
8
.
7
9
’
P
I
S
t
a
1
8
+
6
4
.
7
1
D
P
I
S
t
a
1
8
+
2
3
.
7
2
D L
=
1
7
2
.
6
8
’
T
=
8
7
.
4
5
’
R
=
4
4
4
.
0
0
’
S
E
=
.
0
8
-
R
P
C
-
-
L
P
C
-
P
I
S
t
a
1
0
+
8
1
.
0
5
L
=
1
4
2
.
1
0
’
T
=
7
1
.
0
5
’
R
=
5
,
6
6
3
.
4
8
’
P
I
s
S
t
a
1
2
+
7
7
.
7
6
F F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
5
.
6
6
’
S
T
=
6
6
.
5
1
’
P
I
S
t
a
1
4
+
4
8
.
6
3
L
=
1
8
0
.
7
9
’
T
=
1
1
2
.
5
3
’
R
=
1
2
0
.
0
0
’
P
I
s
S
t
a
1
5
+
8
1
.
8
8
F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
6
.
6
7
’
S
T
=
6
4
.
9
9
’
S
E
=
.
0
8
D
D S
E
=
.
0
8
P
I
S
t
a
1
0
+
0
2
.
3
2
T
=
2
.
3
2
’
R
=
5
,
7
4
7
.
4
8
’
S
E
=
.
0
2
L
=
4
.
6
4
’
D
L
T
=
1
2
2
.
6
7
’
L
s
=
1
8
4
.
0
0
’
FP
I
s
S
t
a
1
0
+
6
5
.
9
7
S
T
=
6
1
.
3
3
’
S
T
=
6
3
.
6
2
’
L
T
=
1
2
5
.
1
7
’
L
s
=
1
8
4
.
0
0
’
P
I
s
S
t
a
1
3
+
1
3
.
8
1
-
L
P
A
-
F
S
E
=
.
0
8
R
=
1
5
0
.
0
0
’
T
=
2
1
1
.
7
1
’
L
=
2
8
6
.
3
1
’
P
I
S
t
a
1
5
+
8
4
.
3
5
D
P
I
s
S
t
a
1
7
+
2
2
.
5
7
L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
5
.
1
7
’
S
T
=
6
3
.
6
2
’
F
D L
=
2
7
6
.
9
9
’
T
=
1
5
2
.
7
8
’
R
=
2
6
4
.
0
0
’
S
E
=
.
0
8
P
I
S
t
a
1
2
+
8
7
.
7
8
-
Y
3
-
P
I
S
t
a
1
5
+
3
9
.
1
9
L
=
2
2
9
.
5
3
’
T
=
1
2
7
.
2
0
’
R
=
2
1
4
.
0
0
’
S
E
=
S
E
E
P
L
A
N
S
D
-
R
P
A
-
P
I
S
t
a
1
8
+
8
6
.
3
5
L
=
3
7
8
.
6
1
’
T
=
2
0
1
.
6
8
’
R
=
4
4
4
.
0
0
’
S
E
=
.
0
8
D
T
R
A
F
F
I
C
D
A
T
A
Y
E
A
R
2
0
3
5
A
D
T
Y
E
A
R
2
0
0
9
A
D
T
U
S
5
2
/
N
C
8
U
S
5
2
/
N
C
8
I-85 BUSINESS US 29-64-70
2
1
0
0
3
1
0
0
3
9
0
0
1
2
4
0
0
2
8
6
0
0
3
6
4
0
0
3
6
0
0
0
2
4
0
0
0
2
4
2
0
0
2
3
9
0
0
9
4
0
0
9
0
0
1
5
0
0
1
3
0
0
2
7
0
0
3
2
0
0
I-85 BUSINESS
US 29-64-70
C
B
C
L
E
A
N
O
U
T
C
B
R
E
M
O
V
E
C
B
R
E
M
O
V
E
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_05.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-31595
M ATCHLIN E SHEET 4 -L- STA. 20+00.00
NOTES:SEE SHEET 8 FOR -L- PROFILE SEE SHEET 2-H FOR INTERSECTION DETAILISLANDSSIDEWALK
-
L
-
P
O
T
S
t
a
.
2
4
+
1
7
.
9
5
-
Y
5
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
L
-
P
O
C
S
t
a
.
2
1
+
4
8
.
1
9
-
Y
5
-
P
O
T
S
t
a
.
1
2
+
3
1
.
4
4
-
Y
6
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
L
-
P
T
S
t
a
.
2
1
+
9
3
.
5
8
-
L
-
P
C
S
t
a
.
2
1
+
4
3
.
7
4
-
Y
6
-
P
O
T
S
t
a
.
1
2
+
3
3
.
8
7
-
L
-
P
O
C
S
t
a
.
2
1
+
5
0
.
9
5
02 03
03
04
04
E
X
IS
T
EXIST
E
X
I
S
T
2
0
’
I
N
C
-
L
-
P
O
T
S
T
A
.
2
3
+
0
0
.
0
0
E
N
D
T
I
P
P
R
O
J
E
C
T
-
Y
6
-
P
O
T
S
T
A
.
1
1
+
6
2
.
6
4
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
Y
5
-
P
O
T
S
T
A
.
1
0
+
8
7
.
2
0
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
-L-PI Sta 19+97.13 L = 135.93’T = 68.33’R = 533.00’PI Sta 21+68.66 D L = 49.84’T = 24.92’R = 3,000.00’D SE = SEE PLANSSE = SEE PLANS
-
L
-
P
T
S
t
a
.
2
0
+
6
4
.
7
2
-
L
-
P
O
T
S
T
A
2
1
+
0
0
.
0
0
E
N
D
G
R
A
D
E
C
R
C
R
C
R
C
R
+44.72
2
0
+
0
0
E
X
.
C
u
r
b
T
i
e
t
o
1
4
1
3
1
2
4
0
.
0
0
’
L
T
4
0
.
0
0
’
L
T
E
X
R
/
W
E
X
R
/
W
-
L
-
2
0
+
6
4
.
7
2
4
0
.
0
0
’
R
T
-
L
-
2
0
+
6
4
.
7
2
-
L
-
2
0
+
9
2
.
0
0
6
2
.
0
0
’
R
T
-
L
-
2
0
+
9
6
.
0
8
4
8
.
0
0
’
R
T
-
L
-
2
0
+
8
5
.
0
0
6
1
.
0
0
’
L
T
6
2
.
0
0
’
R
T
-
Y
5
-
1
0
+
8
5
.
0
0
-
Y
6
-
1
1
+
5
0
.
0
0
C
B
T
o
J
B
C
o
n
v
.
D
I
R
E
T
A
I
N
R
E
T
A
I
N
&
F
I
L
L
P
L
U
G
REM
O
VE
0
5
0
4
0
5
0
6
0
5
0
7
0
5
0
5
0
5
0
1
0
5
0
2
0
5
0
3
0
5
0
8
1
8
"
R
C
P
-
I
I
I
12
"
RC
P
-
III
1
8
"
R
C
P
-
I
I
I
&
F
I
L
L
P
L
U
G
C
B
R
E
T
A
I
N
RETAIN
C
O
L
L
A
R
C
O
L
L
A
R
P P
P
w
/
M
H
J
B
R
C
P
-
I
V
1
5
"
E
X
T
E
N
D
A
N
D
C
O
L
L
A
R
RCP-III
18"
1
8
"
R
C
P
1
5
"
R
C
P
15" RCP
1
2
"
R
C
P
1
5
"
R
C
P
8
"
C
L
A
Y
8" CLAY 8" CLAY
8
"
C
L
A
Y
CONC
C
O
N
C
BST
M
T
L
P
O
S
T
S
W
/
C
H
A
I
N
S
VAR HT BLK
3
0
’
C
&
G
3
0
’
C
&
G
CONC CURB
BST BST
9TH ST.
BST
BST
BST
S
72" MTL
48" MTL
24" STONE
S
WALL
STONE
GATE
COLUMN
STONE
CONC
CONC
BST
SOIL
3
0
"
C
&
G
2 S MAS BUS
1 S F D
1 S F D
1 S F D
1 S F D
1 S F D
1 S F D
1
S
F
D
G
GR
72" WD
4
8
"
W
D
CONC
W/ LT
GUY
BST
A
L
L
E
Y
S 72" WD
36" CHL
54" STONE RET. WALL
W. 9TH ST
72" STONE
7
2
"
S
T
O
N
E
72" STONE
4
8
"
C
H
L
4
8
"
C
H
L
4
8
"
C
H
L
2
4"
C
O
N
C
48" MTL
48" MTL
WELL
TEST
MT
L
WELL
TEST
LT
WELL
TEST WELL
TEST
WELL
TEST
WELL
TEST
VALVE
TANK CAPS
C
O
N
C
W
/
12
P
U
M
P
S
M
T
L
C
A
N
O
P
Y
A
N
D
S
IZ
E
S
A
T
T
A
IN
T
A
N
K
#
U
N
A
B
L
E
T
O
1 S
B
L
K
B
U
S
WELL
TEST
SLT
60" CHL
B
S
T
3
1’ B
S
T
30’ BST
31’ BST
WI
N
S
T
O
N
R
D
.
/
N
C
8
4
0
’
B
S
T
DI
CB
CB
CB
CB
CB
DI
CB
48" CONC
1
5
"
R
C
P
15
"
R
C
P
1
5
"
R
C
P
12" RCP
EIP
N
0
2
10
’14
" E
2
9
8
.2
2
’
EIP
EIP
EIP
N
0
1
2
5
’16
" E
118
.8
3
’
N
0
0
5
8
’
2
7
"
W
1
2
4
.
9
6
’
N 86 48’26" E
99.59’
N 86 48’26" E
36.23’N 88 17’30" E
39.72’
N 88 17’30" E
S 88 17’25" W
S 88 17’21" W
S 86 58’55" W
137.75’
S 86 58’44" W
136.81’
N 02 12’30" W
62.50’
4.50’
N 88 02’06" E
S 0143’42" E
12.40’
N 88 09’57" E
50.41’
N 88 09’57" E
150.00’EIPEIP
EIP
EIP
N 88 03’58" E
150.00’
N
0
1
3
7
’
2
3
"
W
1
7
5
.
0
0
’
N 88 03’58" E
EXISTING R/W
EXISTING R/W
EIP
EIP
EXISTING R/W
EXISTING R/W
8.50’
72" STONE
54" STONE RET. WALL
CONC
CONC
C
O
N
C
85.56’
125.46’
125.64’146.53’
96.31’
EOI
2"STL6"DI
4
"S
T
L
4"STL
4"
G
A
L
V
6"DI
6"DI 6"DI
8
"
D
I
2
"
S
T
L
2
"
S
T
L
3/4"STL
2"STL
4"STL
GATE
7
2
"
W
O
O
D
T
O
WI
N
S
T
O
N
-
S
A
L
E
M
H
A
Y
E
S
J
E
W
L
E
R
S
,
I
N
C
.
D
B
9
5
8
P
G
8
9
D
B
1
0
1
5
P
G
1
1
2
9
P
B
5
P
G
2
1
P
B
8
P
G
9
4
P
A
T
R
I
C
I
A
W
.
H
A
N
N
A
H
A
N
D
W
I
F
E
G
E
O
R
G
E
V
.
H
A
N
N
A
H
D
B
5
7
9
P
G
8
1
D
B
4
9
7
P
G
1
8
4
E
S
T
H
E
R
S
.
F
R
E
E
M
A
N
A
N
D
W
I
F
E
R
.
T
Y
L
E
R
F
R
E
E
M
A
N
G
E
O
R
G
E
T
O
M
M
Y
P
L
O
T
T
D
B
1
2
5
3
P
G
1
9
8
1
H
A
Y
E
S
J
E
W
L
E
R
S
,
I
N
C
.
D
B
7
7
3
P
G
6
0
8
P
B
5
P
G
2
1
N
I
N
T
H
S
T
R
E
E
T
N
O
R
L
E
X
,
L
L
C
D
B
1
8
2
1
P
G
1
8
9
4
P
B
5
1
P
G
6
1
DB 952 PG 1301
PB 5 PG 21
HAYES JEWELERS, INC PB 5 PG 34
DB 1063 PG 1658
8
"
C
L
A
Y
3
0
.
0
0
’
+
6
5
.
4
2
3
0
.
0
0
’
+
7
7
.
2
5
3
0
.
0
0
’
+
0
7
.
2
5
2
3
.
15
’
+
15
.
4
7
2
2
.8
6
’
+
3
3
.5
0
INTERNATIONAL, INC.
ALLIED WENCO
"
P
L
E
O
I
8
"
D
I
J
B
P
O
S
S
I
B
L
E
N
0
1
5
6
’
3
0
"
W
107.00’
S 88 19’25" E
9
6
.
5
2
’
EIP
1 S F D
CB
18" RCP 12" RCP 12" RCP
CB CB
CB
SHELTERED WORKSHOP, INC.
DAVIDSON COUNTY
DB 557 PG 603
PB 8 PG 94
EIP
E
X
I
S
T
I
N
G
R
/
W
E
X
IS
T
IN
G
R
/
W
B
R
O
A
D
S
T
.
B
R
O
A
D
S
T
.
BETTY E FRITTS
JOHN MILTON FRITTS
DB 507 PG 744
PB 5 PG 25
TROUBLEFIELD
and SARAH S.
BRAXTON E.
DB 648 PG 21
PB 5 PG 25
DRY CREEK PROPERTIES, INC.
DB 1375 PG 1278
BETTY B. CALLICUT
AND WIFE
BOBBY R. CALLICUTT
DB 627 PG 842
DB 639 PG 223 THOMAS P. MAUNEY
DB 877 PG 101
DB 1375 PG 1278
DRY CREEK PROPERTIES, INC.
W
/
C
H
A
I
N
M
T
L
P
O
S
T
S
F
C
F
F
NAD 83/ NSRS 2007 TRAFFIC DATA YEAR 2035 ADTYEAR 2009 ADTUS 52 / NC 8
U
S
5
2
/
N
C
8
1
5
0
05001000 2300500600
1
2
0
0
4
0
0
800
2
1
0
0
0
20700
2
5
6
0
0
2520018002200 2800WEST 9TH ST EAST 9TH ST
-
L
-
-L--Y6--Y5-
HISTORIC PROPERTY
H
I
S
T
O
R
I
C
P
R
O
P
E
R
T
Y
REPLACE DIREMOVE AND DIREMOVEREPLACE DIREMOVE AND -Y- STA. 21+00.00 MATCHLINE SHEET 4-Y3- STA. 10+98.00 MATCHLINE SHEET 4 MATCHLINE SHEET 4 -RPC- STA. 16+60.00HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 6
26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_06.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-3159 NOTES:SEE SHEET 10 FOR -RPC- PROFILE SEE SHEET 11 FOR -Y3- PROFILE
S
E
=
E
X
I
S
T
PAVEMENT REMOVAL PAVED SHOULDER
-
R
P
C
-
1
0
+
0
0
1
5
+
0
0
20+00
P
I
s
S
t
a
1
1
+
9
7
.
8
2
F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
2
.
8
2
’
S
T
=
6
1
.
4
8
’
P
I
S
t
a
1
3
+
5
0
.
3
7
D L
=
1
8
1
.
2
8
’
T
=
9
1
.
3
7
’
R
=
5
8
7
.
0
0
’
P
I
s
S
t
a
1
5
+
0
1
.
7
5
F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
2
.
8
2
’
S
T
=
6
1
.
4
8
’
15+00
-
Y
-
P
C
S
t
a
.
1
0
+
0
0
.
0
0
-
R
P
C
-
T
S
S
t
a
.
1
0
+
7
5
.
0
0
-
R
P
C
-
S
C
S
t
a
.
1
2
+
5
9
.
0
0
-RPC- CS Sta. 14+40.28-RPC- ST Sta. 16+24.28
02
02
03
0405060708 0807 06 05 04 03 02 01 00 01 02020202010002010001
P
I
S
t
a
2
5
+
5
8
.
7
8
D L
=
3
,
0
4
3
.
1
5
’
T
=
1
,
5
5
8
.
7
8
’
R
=
5
,
7
0
0
.
0
0
’
-
Y
-
S
E
=
.
0
8
16’4’PS 4’PS23’INC23’INC 100’ LANE TAPER+60.00
-
R
P
C
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
,
3
6
.
0
0
’
R
T
-
Y
-
P
O
C
S
t
a
.
1
4
+
5
0
.
0
0
10’PS2’PS 22’-Y--Y3- POT Sta. 10+00.00BEGIN CONSTRUCTION
-
Y
-
P
O
C
S
t
a
.
1
1
+
5
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
GRAU 350 TL-3R=20’R=15’300’ TRANSITION WITH FLOWABLE FILL
P
L
U
G
&
F
I
L
L
4’PS 12’02
-
Y
-
S
T
A
1
6
+
7
5
.
0
0
T
O
E
X
I
S
T
I
N
G
T
I
E
P
R
O
P
O
S
E
D
G
U
A
R
D
R
A
I
L
EXIST
EXIST
MI
L
L
A
N
D
O
V
E
R
L
A
Y
MILL AND OVERLAY+75.00 +362’PS
-
Y
-
S
T
A
.
1
6
+
5
0
.
0
0
C
H
A
I
N
L
I
N
K
F
E
N
C
E
B
L
A
C
K
V
I
N
Y
L
B
E
G
I
N
4
8
"
24140.00’ LTEX R/W 95.00’ RT 95.00’ RT 115.00’ RT
-
Y
-
1
4
+
5
0
.
0
0
-
R
P
C
-
1
1
+
2
5
.
0
0
-RPC- 12+59.00 -RPC- 14+40.28 -RPC- 16+24.28-Y- 19+97.00 BEGIN C/A CHAIN LINK FENCEBEGIN 48" BLACK VINYLEX R/W-RPC- 12+59.00 115.00’ RT -RPC- 14+40.28 115.00’ RT-RPC- 13+05.00 -RPC- 13+65.00115.00’ RT 115.00’ RT -RPC- 13+58.93 -RPC- 14+48.24EX R/W EX R/W-RPC- 16+24.28 135.00’ RT
E
X
R
/
W
CHORDCHORD 54" W ELDED STEEL TRENCHLESS IN STALLATIO NHW& FILLPLUG BDOHWRETAINRETAIN
RETAIN
RETAIN 06060607060906010604060306050610061106022GI-A2GI-A 2GI-A2GI-A54" RCP-III54" RCP-III36" RCP-III 36" RCP-III 42" RCP-IIITB JB w/MH 2GI-A JB w/MH
&
F
I
L
L
P
L
U
G
F
O
R
D
R
A
I
N
A
G
E
7
S
Y
G
E
O
T
E
X
T
I
L
E
E
S
T
.
2
T
O
N
S
C
L
A
S
S
’
B
’
R
I
P
R
A
P
15" RCP-III
D
I
RETAIN
RETAIN
RETAIN
REMOVE
0608 18" RCP-III 30" RCP-III ELB ELBPPP
P
P
42" RCP-III 42" RCP-IIIFS 18" RCP-III 2GI-A 2GI-AFS
D
E
T
A
I
L
B
2
.
5
’
5
.
0
’
M
i
n
.
D
=
1
.
0
F
t
.
V
A
R.
STAKE
SLOPE
5
.
0
’
D
2:1
LIMITS
CLEARING
(
N
o
t
t
o
S
c
a
l
e
)
B
E
R
M
D
I
T
C
H
5
.
0
’
1
0
.
0
’
V
.
C
.
D
D
E
=
7
1
5
C
Y
0
6
1
3
0
6
1
4
0615 0616W/2 ELBOWS18" CSP0617 SEE DETAIL "B"BERM DITCH
F
R
O
M
S
T
A
.
-
R
P
C
-
1
2
+
9
9
.
1
5
T
O
S
T
A
.
-
R
P
C
-
1
7
+
0
0
.
0
0
R
T
A
R
B
O
R
FOOT BRIDGE
W
O
OD
12"
RCP
24" CMP
1
S
F
D
PORT
CAR
G
A
N
D
C
O
N
C
S
T
O
N
E
STONE
2
X3 C
UL
VERT24" RCP B
S
T
V
A
R
H
T
S
T
O
N
E
S
T
O
N
E
VAR
HT
STONE
VAR
HT
STONE
VAR
HT
S
T
ONE
1 S
F
D
I
N
V
=
7
4
8
.
3
3
’
HW 54" HAND MADE36" RCP TO PADCONC PADCONC
18" RCP 18" RCP
12" VC
12" VC
18" RCP FES18" RCP 36" RCP18" RCP18" RCP 8" CLAY 8" CLAY 8" CLAY
8
" C
L
A
Y
8" CLAY
8" CLAY
8
"
C
L
A
Y
C
O
N
C
C
O
N
C
2821758.26 18" RCPJB
M
T
L
MTLCONCCONC CURB MTLCONCCONCCONCCONCCONC CURB
1
S
F
D
60" BK
GR
C
B
C
B
DI
D
I
D
I
D
I
D
I
D
I
DIDI
C
B
C
B
S
10
3
9
’
2
3
"
W
2
1
.
1
0
’
S
1110’22" W
121.30’
D
B
1
2
0
5
P
G
9
0
2
N 0148’12" E
69.51’
S
8
2
18
’0
5
" E
7
0
.0
8
’
S
7
9
0
0
’0
1" E
2
8
2
.7
3
’
N 5611’39" E
62.91’
N
6
2
0
1’3
9"
E
5
2.0
5’
N
6
6
5
8’
0
9
"
E
N
1
1
0
2
’
3
9
"
E
1
9
.
9
1
’
E
I
P
E
I
P
E
I
P
E
I
P
N
1106’44" E
126
.90’
S
7
8
4
7
’4
9
" E
8
1.7
3
’
N
1058’58" E
126
.63’
B
E
T
T
Y
B
.
C
A
L
L
I
C
U
T
A
N
D
W
I
F
E
B
O
B
B
Y
R
.
C
A
L
L
I
C
U
T
D
B
6
2
9
P
G
8
7
S
7
8
47’49" E
8
7.00’
P
B
8
P
G
9
5
N 8828’51" W 490.29’
N
8
8
2
8
’5
1"
W
7
0
7
.
7
1
’
EIPEIP
E
I
P
EIPEXISTING R/W
E
XI
S
T
I
N
G
R/
W
E
XIS
TIN
G
R/
W
E
XI
S
T
I
N
G
R/
W
E
XIS
T
ING
R
/
W
E
X
IS
T
ING
R
/
W
45.00’EXISTING R/W EXISTING R/W
E
I
P
E
I
P
E
I
P
E
I
P
EIP
12
"
CMP
45.00’
260.00’EXISTING R/W
U
S
2
9
/
7
0
B
U
S
8
5
S
B
L
2
4
’
B
S
T
U
S
2
9
/
7
0
B
U
S
8
5
N
B
L
2
4
’
B
S
T
BY-7
BY-8 41 EOI6"STL 16"DI16"DI16"DI 16"DI 16"DI4"DI
4"DI
EOI
6
"S
T
L
6"STL 4"PL4"PL
18" RCP
18" RCP
M
T
L
M
T
L
M
T
L
M
T
L
MTLMTLCONC CURB HWSTONE
S
T
O
N
E
A
N
D
C
O
NC
D
IT
C
H
H
I
M
W
A
N
T
I
K
R
I
S
E
N
L
A
L
L
A
N
D
W
I
F
E
E
D
W
I
N
K
R
I
S
E
N
L
A
L
L
T
E
R
R
Y
F
.
R
U
M
F
E
L
T
C
E
C
I
L
M
A
X
R
U
M
F
E
L
T
D
A
V
I
D
R
.
R
U
M
F
E
L
T
,
J
R
.
V
E
R
L
A
.
R
U
M
F
E
L
T
D
B
6
1
5
P
G
2
4
1
T
E
R
R
Y
F
.
R
U
M
F
E
L
T
D
B
1
7
0
2
P
G
1
8
1
H
O
P
E
N
.
C
R
A
V
E
R
A
N
D
W
I
F
E
T
O
N
Y
G
.
C
R
A
V
E
R
D
B
1
0
5
6
P
G
1
0
1
2
L
I
N
D
A
P
U
R
V
I
S
A
N
D
W
I
F
E
R
I
C
H
A
R
D
P
U
R
V
I
S
D
B
6
4
7
P
G
5
6
4
P
B
8
P
G
9
5
JACK C. CHILDERS DB 1009 PG 158 PB 14 PG 2DB 908 PG 1161EOI48" W W
160
.18’
196
.94’
+17
.98
+27
.72
14
6
.14
’
+
17
.6
5
117
.7
5
’
+
7
1.2
6
TUNNELPEDESTRIANABANDONED 8" CMPENDSUNABLE TO LOCATEDIR. ONLY12" CMPLOCATE ENDUNABLE TODIR. ONLY DI 648" HDPE 8" HDPECONCHULL-NORFLEX, LLC DB 1821 PG 1896 PB 51 PG 61
.
B
O
U
N
D
2
9
/
7
0
S
U
S
B
E
T
W
E
E
N
7
T
H
S
T
.
A
N
D
O
F
F
O
R
K
E
D
W
I
L
L
O
W
O
A
K
R
/
R
S
P
I
K
E
S
E
T
I
N
R
O
O
T
8
7
’
L
E
F
T
-
Y
-
S
T
A
1
5
+
2
9
.
0
0
B
M
#
1
8" CMPCCCCCCCC
C
C
C
C
C
F CFCCCFCCCFNAD 83/ NSRS 2007
REVISIONS
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_07.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-3159 7
MATCHLINE SHEET 4 -Y- STA. 29+50.00-
RP
A-
S
TA.
1
7
+
0
0.
0
0
M
A
TCH
LI
N
E
S
H
EET
4
NOTES:SEE SHEET 9 FOR -RPA- PROFILE.SEE SHEET 11 FOR -Y7- PROFILE.PAVEMENT REMOVAL PAVED SHOULDER
11/20/13 (AEV) DESIGN REVISION - REMOVED RETAINING WALL #3 FROM ALONG -Y-.
5/20/14 (ESM) DESIGN REVISION - CHANGED TYPICAL 12’ STANDARD ARTERIAL DITCH TO EXPRESSWAY GUTTER ON -RPA- FROM STA 15+72.67 TO 20+50.00 RT.
FROM STA 15+72.67 TO 21+00.00 RIGHT OF CENTERLINE.
6/3/14 (RLC) DESIGN REVISION - EXTENDED THE LENGTH OF RETAINING WALLS #1 & #2 ALONG US 29-64-70/I-85 (-Y-). REVISED THE DITCH ALONG -RPA-
15 16 176LEROY LEETHOMAS DB 1758 PG 318PB 5 PG 25 7 18DEBRA LANIERJAMES EARL LANIER DB 1805 PG 1273 PB 5 PG 34 19YIM CHAU WU TAMHEI H. TAM DB 1235 PG 948 PB 5 PG 34 21LAKETA S. PETERSON DB 1393 PG 1195PB 5 PG 34 TODD. J. SURRATT DB 2012 PG 2079PB 5 PG 34 EVERHART, IIIROBERT L.BETTY E FRITTSJOHN MILTON FRITTS DB 507 PG 744 PB 5 PG 25 VIVIAN E. BROADWAY DB 514 PG 359PB 5 PG 25
3
0
+
0
0
3
5
+
0
0
40+00
15+00
-Y- PT Sta. 40+43.15
-
R
P
A
-
T
S
S
t
a
.
1
0
+
7
5
.
0
0
-
R
P
A
-
P
C
S
t
a
.
1
6
+
8
4
.
6
7
-
R
P
A
-
S
T
S
t
a
.
1
5
+
7
2
.
6
7
-
R
P
A
-
C
S
S
t
a
.
1
3
+
8
8
.
6
7
-
R
P
A
-
S
C
S
t
a
.
1
2
+
5
9
.
0
0
0
0
02
02
03
04
05
06
07
08
08
0
7
0
6
0
5
0
4
0
3
0
2
0
1
0
1
0
2
0
3
0
4
0
5
P
I
S
t
a
1
6
+
3
7
.
4
9
D L
=
4
0
4
.
2
9
’
T
=
2
3
9
.
5
4
’
R
=
3
0
0
.
0
0
’
15
+
0
0
-
Y
7
-
0
6
0
5
0
4
0
30
3
0
2
E
X
I
S
T
06
05
04
03
02
02
02
02
02
01
01
02
00
02 02
12’
PS02
02
12’
PS
3
0
0
’
L
A
N
E
T
A
P
E
R
+20.00
-Y- POC Sta. 39+00.00END CONSTRUCTION
-
R
P
A
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
,
3
6
.
0
0
’
L
T
-
Y
-
P
O
C
S
t
a
.
3
6
+
0
0
.
0
0
10’PS
-
Y
-
2
3
’
IN
C
IN
C23’
4
’
P
S
4
’
P
S
16
’
16’
4’
P
S
4’
P
STAPER
10 0 ’ LAN E
TAPER
100’ LANE
+
5
0.0
0
-
R
P
A
-
P
I
s
S
t
a
1
1
+
9
7
.
8
2
F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
2
.
8
2
’
S
T
=
6
1
.
4
8
’
P
I
S
t
a
1
3
+
2
4
.
1
0
D L
=
1
2
9
.
6
7
’
T
=
6
5
.
1
0
’
R
=
5
8
7
.
0
0
’
P
I
s
S
t
a
1
4
+
5
0
.
1
5
F L
s
=
1
8
4
.
0
0
’
L
T
=
1
2
2
.
8
2
’
S
T
=
6
1
.
4
8
’
P
I
S
t
a
1
8
+
8
6
.
3
5
D L
=
3
7
8
.
6
1
’
T
=
2
0
1
.
6
8
’
R
=
4
4
4
.
0
0
’
P
I
S
t
a
2
5
+
5
8
.
7
8
D L
=
3
,
0
4
3
.
1
5
’
T
=
1
,
5
5
8
.
7
8
’
R
=
5
,
7
0
0
.
0
0
’
-
Y
-
S
E
=
.
0
8
S
E
=
.
0
8
S
E
=
.
0
6
EXIST-Y7- POT Sta. 10+00.00BEGIN CONSTRUCTION
20’
-
Y
7
-
P
C
S
t
a
.
1
3
+
9
7
.
9
5
1
8
’
I
N
C
+90.28
REPAT ENAL ’051
+
00.00
TR & TL
2
0’
3
0’
-
Y
7
-
P
T
S
t
a
.
1
8
+
0
2
.
2
3
-
Y
7
-
P
O
T
S
t
a
.
1
8
+
5
3
.
5
7
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
18’
INC
+
6
5.
9
0
A
T
-
1
-Y- STA 39+00.00EXISTING GUARDRAILTIE TO EXIST
EXIST
MILL AND OVERLAY
M
ILL
A
N
D
O
V
E
R
L
A
Y
4’
4’
A
T
-
1
A
T
-
1
AT-1 AT-1
S
E
=
E
X
I
S
T
EXISTING FENCEREMOVE
TO BE REMOVED
T
L
-
2
G
RAU
3
5
0
T L -2
G R A U 3 5 0
1
5
1
6
1
7
1
8
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
6
7
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
E
X
R
/
W
EX R/W
6
0
.
0
0
’
R
T
6
0
.
0
0
’
R
T
6
0
.
0
0
’
R
T
4
0
.
0
0
’
R
T
EX R/W
1
4
5
.
0
0
’
L
T
-
Y
-
3
4
+
4
9
.
0
0
-
Y
-
3
4
+
7
8
.
0
0
E
X
R
/
W
1
4
6
.
0
0
’
R
T
E
X
R
/
W
1
4
6
.
0
0
’
R
T
1
1
8
.
0
0
’
R
T
6
4
.
0
0
’
R
T
4
0
.
0
0
’
R
T
-
Y
-
3
4
+
5
8
.
6
9
-
Y
-
3
4
+
6
8
.
9
5
-
Y
-
2
9
+
8
6
.
0
1
-
Y
-
3
0
+
5
4
.
2
6
-
Y
-
3
1
+
0
6
.
0
5
-
Y
-
3
2
+
1
8
.
6
9
-
Y
-
3
3
+
1
0
.
3
2
-
Y
-
3
3
+
8
7
.
0
7
-
Y
-
3
4
+
5
8
.
6
3
-
Y
-
3
4
+
6
8
.
8
7
-
Y
-
3
6
+
1
4
.
8
2
-
Y
-
3
6
+
3
2
.
5
8
-Y- 39+10.48
-
Y
7
-
1
8
+
5
1
.
4
8
-
Y
7
-
1
8
+
0
2
.
2
3
-
Y
7
-
1
3
+
9
7
.
9
5
-
Y
7
-
1
2
+
8
5
.
0
0
-
Y
-
3
8
+
2
0
.
0
0
END C/A
-
R
P
A
-
1
3
+
8
8
.
6
7
5
5
.
0
0
’
R
T
-
Y
-
3
7
+
5
0
.
0
0
8
5
.
7
7
’
L
T
-
Y
-
3
6
+
0
0
.
0
0
9
0
.
0
0
’
L
T
-
Y
-
3
4
+
0
0
.
0
0
-
Y
-
3
3
+
5
0
.
0
0
1
0
6
.
0
0
’
L
T
-
Y
7
-
1
7
+
0
8
.
5
9
6
0
.
0
0
’
L
T
-
Y
-
3
7
+
4
3
.
3
6
E
X
R
/
W
-
Y
-
3
5
+
4
0
.
5
1
E
X
R
/
W
CHAIN LINK FENCEBLACK VINYLEND 48"
9
9
.
0
0
’
L
T
-
Y
7
-
1
8
+
5
1
.
3
7
6
0
.
0
0
’
L
T
-
R
P
A
-
1
6
+
0
6
.
3
8
1
0
0
.
0
0
’
R
T
-
R
P
A
-
1
6
+
8
4
.
6
7
1
0
0
.
0
0
’
R
T
-
Y
7
-
1
3
+
5
5
.
0
0
-
Y
7
-
1
3
+
0
4
.
0
0
-
Y
7
-
1
2
+
3
5
.
0
0
1
4
6
.
0
0
’
1
4
6
.
0
0
’
E
N
D
C
/
A
F
E
N
C
E
C
H
A
I
N
L
I
N
K
B
L
A
C
K
V
I
N
Y
L
E
N
D
4
8
"
C
H
O
RD
C
H
O
RD
C
H
O
RD
C
H
O
R
D
CHO
RD
-
Y
7
-
1
8
+
0
2
.
2
3
6
0
.
0
0
’
L
T
P
R
O
P
R
/
W
-
R
P
A
-
1
6
+
8
4
.
6
7
7
0
.
0
0
’
R
T
G
RAD
E
TO
D
RA
IN
36" WELDED STEEL
INSTALLATION
TRENCHLESS
3
6
"
W
ELD
ED
S
TE
EL
IN
S
T
A
L
L
A
T
I
O
N
T
R
E
N
C
H
L
E
S
S
F
S
F
S
&
F
I
L
L
P
L
U
G
&
F
I
L
L
P
L
U
G
&
F
I
L
L
P
L
U
G
F
S
RETAIN RETAIN
0
7
0
1
0
7
0
2
0
7
0
3
0
7
0
4
0
7
0
5
0
7
0
6
0
7
0
7
0
7
0
9
0
7
1
0
0
7
1
1
0
7
1
2
0
7
0
8
2G
I-A
2
G
I-A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
A
2
G
I
-
N
G
18
"
RC
P
-
I
I
I
36" RCP-III
3
6"
RC
P-III
1
8
" RC
P
-III
18" R
C
P-III
2
4"
RC
P-III
24" RCP-III
2
4
"
RC
P
-
I
I
I
RETA
IN
FS
P
PP
PP
P
P
18" RCP-III
3
0
S
Y
G
E
O
T
E
X
T
I
L
E
E
S
T
.
1
5
T
O
N
S
C
L
A
S
S
’
I
’
R
I
P
R
A
P
B
I
L
L
B
O
A
R
D
12
"
R
C
P
15
"
R
C
P
12
" R
C
P
36" RCP
36" RCP
36" RCP
24" RCP 18" RCP24" RCP
8
"
C
L
A
Y
8
"
C
L
A
Y
8 " C LAY
8
" C
L
A
Y
8" CLAY
B
A
R
R
IE
R
B
A
R
RIE
R
1
8
"
R
C
P
C O N C
C
O
N
C
C
O
N
C
G
48" CHL
4
8
"
C
H
L
48" CHL
4
8
"
C
H
L
72" CHL
4
8
"
C
H
L
72" CHL
72" CHL
7
2
"
C
H
L
4
8
"
C
H
L
C
O
N
C
P
O
L
E
F
L
A
G
G
1 S BK D
CONC FOOT BRIDGE W/ CHL
M
T
L
M
T
L
M
T
L
M
T
L
S
G
R
V
BARRIER
CONC
S 0645’41" W
129.40’
S 0645’41" W
130.00’
10’ DRAINAGE EASEMENT
S 0645’41" W
129.10’
S 0350’14" W
126.41’
NADIA SEENANAN
ET UX
RAJKUMAR DYAL SEENANAN
DB 1144 PG 713
PB 11 PG 89
S
4
0
0
8’
0
5"
W
10
5.
5
3’S 3821’55" E114.00’S 5138’05" W124.69’S
3
8
2
1’
5
5
"
E
18
.
6
8
’
S 0812’08" W
129.22’
S
20
59
’31" W
131.23
’S 5124’11" W126.40’
S 1139’11" W
46.80’
S 3421’49" E
150.00’
E
I
P
E
I
P
E
I
P
N
0
2
18
’
11"
W
2
5
.
0
0
’
N
8
7
4
1’
4
9
"
E
8
0
.
0
0
’
N
8
7
4
1’
4
9
"
E
7
0
.
0
0
’
N
8
8
0
2
’
4
5
"
E
2
4
.
7
2
’
N
8
7
3
1’
3
5
"
E
10
2
.
8
0
’
N 00 25’14" W 100.00’
E
I
P
E
I
P
E
I
P
E
I
P
E
I
P
N
2
6
5
4
’3
0
" E
6
2.
6
7
’
S
8
4
4
0
’
5
3
"
E
3
7
8
.
6
3
’
N 2654’30" E 458.06’
E
I
P
E
I
P
E
I
P
E
I
P
E
I
P
E
I
P
E
I
P
EXISTING R/W
EXISTING R/W
D
I
E
I
P
E
I
P
E
I
P
EXISTING R/W
EXISTING R/W
N
8
7
5
9
’
0
7
"
E
14
7
.
2
5
’
N
8
8
16
’
2
9
"
E
14
3
.
9
7
’
1
S
B
K
D
1
S
F
D
N 02 18’11" W
107.91’
N 02 18’11" W
115.27’
2
.
0
0
’
N
2
6
5
4
’3
0
" E
19
7.
8
4
’
N 00 25’14" W
65.27’
E
X
IS
T
IN
G
R
/
W
EXISTING R/WEXISTING R/W
E
X
I
S
T
I
N
G
R
/
W
E
X
IS
T
IN
G
R
/
W
U
S
2
9
/
7
0
B
U
S
8
5
N
. B
O
U
N
D
2
4
’ B
S
T
US
2
9
/
7
0
B
U
S
8
5
S
. B
O
U
N
D
2
4
’ B
S
T
BY-9
BY-10
D
I
EOI
6"STL
6
"
S
T
L
6"DI 6"DI
E
O
I
2"STL
6"STL
6"CI
6"DI
3
/
4
"
P
L
3
/
4
"
S
T
L
24" C&G24" C&G
48" CHLMTLMTLMTLCONC.DI
D
B
7
8
7
P
G
9
6
3
P
B
1
1
P
G
8
9
G
A
R
Y
S
.
C
O
O
P
E
R
P
B
1
1
P
G
8
9
D
B
1
3
4
1
P
G
4
3
L
A
R
R
Y
H
I
C
K
S
P
B
1
1
P
G
8
9
P
B
1
1
P
G
8
9
D
B
1
5
2
2
P
G
1
8
5
5
J
E
F
F
E
R
Y
V
O
N
C
A
U
D
L
E
S
A
N
D
R
A
D
A
V
I
S
D
B
1
1
2
6
P
G
9
5
8
P
B
1
1
P
G
8
9
P
H
Y
L
L
I
S
J
.
B
A
R
K
E
R
A
N
D
W
I
F
E
J
O
H
N
N
Y
L
E
E
B
A
R
K
E
R
D
B
4
4
9
P
G
3
2
3
P
B
1
1
P
G
8
9
ELEV=781.59’E=1630122N=761288BM#2
N 02 09’45" W
150.15’
E
I
P
E
I
P
N
8
7
5
2
’
18
"
E
7
5
.
0
1’
A
X
L
E
E
I
P
E
I
P
E
I
P
E
I
P
E
I
P
24.55’
N 02 38’37" W
24.55’24.55’
2.18’ EIP TO R/W
N 02 06’05" W
99.04’S
8
7
4
6
’
0
3
"
W
14
9
.
9
7
’
S
8
7
4
6
’
0
3
"
W
14
9
.
5
3
’
S
8
7
5
2
’
18
"
W
14
9
.
4
3
’
1
S
F
D
CONC
36"
1
S
F
D
G
R
36" CONC
1
S
F
D
B
S
T
CANOPY
BST
C
O
N
C
1
S
F
D
4
8
"
W
D
SS
48" CHL
7
2
"
W
D
7
2
"
W
D
1
S
F
D
4
8
"
C
O
N
C
C
O
N
C
G
R
S
S S
S
4
8
"
C
H
L
G
R
1 S F D
W
D
EXISTING R/W
EXISTING R/W
15
0
.
5
2
’
N
8
8
11’
0
0
"
E
62.50’S 0149’00" E
N
8
8
11’
0
0
"
E
15
0
.
18
’
98.80’S 0149’00" E
E
I
P
E
I
P
E
X
I
S
T
I
N
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
C
O
N
C
4
8
"
6
"
D
I
6"DI
6"DI
2"STL
6"STL
6
"
S
T
L
6"STL
2"STL E
O
I
EOI
2
"
S
T
L
8
"
C
L
A
Y
8" CLAY (DATUR)END UNKNOW N
G
R
E
G
O
R
Y
N
O
R
M
A
N
J
O
N
E
S
D
B
2
0
3
7
P
G
1
6
3
9
P
B
5
P
G
3
4
D
B
1
4
4
8
P
G
8
7
4
P
B
5
P
G
3
4
P
B
5
P
G
3
4
D
B
1
9
8
3
P
G
4
5
5
D
A
V
I
D
T
O
D
D
H
U
N
T
P
B
5
P
G
3
4
D
B
1
1
4
8
P
G
7
6
4
H
.
C
L
A
Y
K
O
O
N
T
S
H
O
L
M
A
N
S
T
E
W
A
R
T
J
A
N
E
T
F
A
Y
E
H
O
L
M
A
N
H
O
M
E
R
R
O
G
E
R
H
O
L
M
A
N
,
J
R
.
R
O
Y
B
A
C
E
L
D
B
9
2
3
P
G
1
3
8
P
B
5
P
G
3
4
H
I
L
D
A
W
.
F
L
Y
N
T
D
B
8
4
0
P
G
1
1
5
0
P
B
5
P
G
3
4
D
B
1
1
1
0
P
G
4
2
1
G
R
U
B
B
H
O
L
D
I
N
G
S
C
O
M
P
A
N
Y
,
L
L
C
D
B
7
5
4
P
G
1
0
5
0
C
A
R
O
L
E
.
M
c
C
A
N
D
I
E
S
D
B
1
3
5
8
P
G
1
2
1
2
1
6
4
.
2
0
’
+
8
6
.
9
6
1
2
9
.
9
4
’
+
1
7
.
1
0
1
2
9
.
8
6
’
+
1
3
.
2
7
1
2
9
.
6
4
’
+
8
8
.
2
7
1
2
9
.
2
3
’
+
6
3
.
2
1
1
2
9
.
3
3
’
+
4
1
.
4
7
1
3
2
.
0
3
’
+
6
0
.
6
9
1
2
9
.
5
8
’
+
4
7
.
5
3
7
.
3
4
’
+
3
6
.
2
4
2
.
6
3
’
+
7
2
.
0
7
1
.
8
7
’
+
9
7
.
6
6
2
1
.
1
9
’
+
7
6
.
0
8
2
9
.
6
5
’
+
2
6
.
2
2
E
L
I
Z
A
B
E
T
H
H
.
I
N
A
B
I
N
E
T
T
D
A
V
I
D
E
.
I
N
A
B
I
N
E
T
T
R
O
S
A
R
.
T
E
R
R
Y
R
O
N
A
L
D
T
E
R
R
Y
H
A
G
G
I
T
H
A
.
M
O
N
Y
O
Y
A
J
U
A
N
A
.
M
O
N
T
O
Y
A
R
A
I
L
4
8
’
S
P
L
IT
C
C
C
C
C
C
C
C
C
C
F
C
C
C
F
F F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
NAD 83/ NSRS 2007
HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.X-1B-3159
26-JUN-2014 14:11
R:\Roadway\Proj\B3159_Rdy_psh_XSC INDEX.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
C
R
O
S
S
S
E
C
T
I
O
N
I
N
D
E
X
-
L
-
-
Y
-
-
R
P
A
-
-
L
P
A
-
-
R
P
C
-
-
L
P
C
-
-
Y
3
-
-
Y
7
-
-
Y
2
-
X
-
2
T
H
R
U
X
-
1
0
X
-
1
1
X
-
1
2
T
H
R
U
X
-
2
2
X
-
2
3
T
H
R
U
X
-
2
7
X
-
2
8
T
H
R
U
X
-
3
0
X
-
3
1
T
H
R
U
X
-
3
5
X
-
3
6
T
H
R
U
X
-
3
7
X
-
3
8
T
H
R
U
X
-
3
9
X
-
4
0
T
H
R
U
X
-
4
1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:11
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
9
0
790
8
0
0
800
7
8
0
780
7
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
7
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
7
+
7
5
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
8
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
8
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
9
+
0
0
.
0
0
X-2B-3159
-
L
-
510 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
7
9
1
.
1
1
7
9
0
.
1
7
7
8
9
.
5
5
4
:1
0
.
0
2
0
789.85
7
8
9
.
4
9
4
:1
0
.
0
2
0
7
8
7
.
6
4
5.62:10.0080.023789.74
0
.
0
2
0
7
8
7
.
1
6
4.55:1
4
:
1
0
.
0
1
0
0
.
0
1
1
787.90
786.71
0
.
0
2
0
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:11
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
9
0
790
8
0
0
800
7
8
0
780
9
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
0
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
0
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
1
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
1
+
5
0
.
0
0
X-3B-3159
-
L
-
510
7
8
5
.
0
3
4
.0
5
:1
0
.
0
1
9
0
.
0
1
9
786.82
0
.
0
2
0
7
8
4
.
8
2
0
.
0
2
0
0
.
0
2
0
7
8
5
.
0
8
0
.
0
2
0
0
.
0
2
0
7
8
5
.
1
8
3:1
0
.
0
2
0
0
.
0
2
0
787.23
7
8
5
.
7
7
3:1
2:1
0
.
0
2
0
0
.
0
2
0
788.21
787.65
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:11
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
1
+
9
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
2
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
2
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
2
+
6
3
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770X-4B-3159
-
L
-
510
B
E
G
I
N
B
R
I
D
G
E
-
L
-
S
T
A
1
2
+
6
6
.
9
7
7
8
5
.
7
7
2:1
2:1
0
.
0
2
0
0
.
0
2
0
789.28
788.73
7
8
5
.
8
5
2:1
2:1
0
.
0
2
0
0
.
0
2
0
789.55
789.08
7
8
5
.
5
4
2:1
2:1
0
.
0
2
0
0
.
0
2
0
790.93
790.79
7
8
1
.
3
7
2:1
2:1
0
.
0
2
0
0
.
0
2
0
791.27
791.13
7
8
1
.
1
1
0
.
0
2
0
0
.
0
2
0
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:11
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
3
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
3
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
4
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760X-5B-3159
-
L
-
510
E
N
D
B
R
I
D
G
E
-
L
-
S
T
A
1
4
+
1
6
.
4
7
7
6
9
.
3
7
0
.
0
2
0
0
.
0
2
0
7
6
9
.
6
5
0
.
0
2
0
0
.
0
2
0
7
7
3
.
5
9
0
.
0
2
0
0
.
0
2
0
7
8
0
.
4
6
0
.
0
2
0
0
.
0
2
0
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:11
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
4
+
2
1
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
4
+
4
3
.
2
2
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
4
+
4
3
.
2
4
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
4
+
5
0
.
0
0
X-6B-3159
-
L
-
510
7
8
0
.
7
9
2:1
2:1
0
.
0
2
0
0
.
0
2
0
792.44
792.30
7
8
6
.
4
3
2:1
2:1
0
.
0
2
0
0
.
0
2
0
792.15
792.01
7
8
6
.
4
3
2:1
2:1
0
.
0
2
0
0
.
0
2
0
792.15
792.01
7
8
5
.
8
6
2:1
2:1
0
.
0
2
0
0
.
0
2
0
792.04
791.90
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
4
+
7
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
2
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
5
0
.
0
0
X-7B-3159
-
L
-
510
7
8
5
.
6
8
2:1
2:1
0
.
0
2
0
0
.
0
2
0
791.66
791.52
7
8
5
.
5
0
2:1
2:1
0
.
0
2
0
0
.
0
2
0
790.86
790.77
7
8
5
.
1
0
2:1
0
.
0
2
0
0
.
0
2
0
790.22
790.16
3:1
7
8
4
.
5
0
3:1
2:1
0
.
0
2
0
0
.
0
2
0
789.15
789.09
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
0
0
.
0
0
7
8
0
780
7
9
0
790
7
7
0
770
1
6
+
5
0
.
0
0
7
8
0
780
7
9
0
790
7
7
0
770
1
7
+
0
0
.
0
0
7
8
0
780
7
9
0
790
7
7
0
770
1
7
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
8
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
8
+
5
0
.
0
0
X-8B-3159
-
L
-
510
7
8
4
.
6
8
3:1
3:
1
0
.
0
2
0
0
.
0
2
0
787.29
787.23
7
8
2
.
2
0
0
.
0
2
0
0
.
0
2
0
7
8
0
.
9
5
0
.
0
2
0
0
.
0
2
0
7
8
0
.
7
0
0
.
0
2
0
0
.
0
2
0
7
8
1
.
5
1
7
:
1
0
.
0
0
1
0
.
0
2
0
782.67
7
8
1
.
8
8
4:1
0
.
0
2
0
0
.
0
2
0
784.09
782.50
6
.
5
:
1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
2
8
.
7
9
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
6
4
.
7
2
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
2
0
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
2
0
+
5
0
.
0
0
X-9B-3159
-
L
-
510
7
8
2
.
2
6
4:1
6
:
1
0
.
0
1
4
0
.
0
2
0
784.13
782.81
7
8
3
.
0
4
4:1
0
.
0
0
0
0
.
0
2
0
783.98
7
8
3
.
6
0
4:1
0
.
0
1
1
0
.
0
2
0
783.95
7
8
3
.
9
2
0
.
0
1
8
0
.
0
2
0
783.97
2
:1
7
8
4
.
7
4
0
.0
3
6
0
.
0
2
0
784.15
2
:
1
5
:
1
7
8
5
.
8
8
4
:1
11:1
0
.0
3
7
0
.
0
2
0
785.20
785.74
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
9
0
790
8
0
0
800
7
8
0
780
2
0
+
6
4
.
7
2
7
9
0
790
8
0
0
800
7
8
0
780
2
1
+
0
0
.
0
0
7
9
0
790
7
8
0
780
2
1
+
4
3
.
7
4
7
9
0
790
7
8
0
780
2
1
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
2
1
+
9
3
.
5
8
7
9
0
790
8
0
0
800
7
8
0
780
2
2
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
2
2
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
2
3
+
0
0
.
0
0
X-10B-3159
-
L
-
510
7
8
6
.
2
3
4
:1
0
.
0
3
0
0
.
0
2
0
785.74
786.04
15
:1
7
8
7
.
0
8
0
.
0
3
0
0
.
0
2
0
7
8
8
.
2
1
7
8
8
.
3
9
7
8
9
.
8
1
7
9
0
.
0
3
7
9
1
.
8
4
7
9
3
.
7
5
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y2.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
9
0
790
8
0
0
800
8
1
0
810
7
8
0
780
1
0
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
0
+
2
5
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
0
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
0
+
5
3
.
1
3
X-11B-3159
-
Y
2
-
510
7
9
3
.
4
0
4
:
1
0
.0
5
0
0
.
0
2
5
792.67
792.72
7
9
2
.
2
9
4
:1
4
:
1
0
.0
5
0
0
.
0
2
5
791.55
791.60
7
9
1
.
1
5
4
:1
4
:
1
0
.0
5
0
0
.
0
2
5
790.44
790.49
7
9
1
.
0
1
4
:1
4
:
1
0
.0
4
8
0
.
0
2
3
790.32
790.41
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
8
0
780
7
4
0
740
1
0
+
0
0
.
0
0
7
6
0
760
7
8
0
780
7
4
0
740
1
0
+
5
0
.
0
0
7
4
0
740
7
6
0
760
7
2
0
720
1
1
+
0
0
.
0
0
7
4
0
740
7
6
0
760
7
8
0
780
7
2
0
720
1
1
+
5
0
.
0
0
7
4
0
740
7
6
0
760
7
8
0
780
7
2
0
720
1
2
+
0
0
.
0
0
7
6
0
760
7
8
0
780
7
4
0
740
1
2
+
5
0
.
0
0
7
6
0
760
7
8
0
780
7
4
0
740
1
3
+
0
0
.
0
0
X-12B-3159
-
Y
-
1020
7
5
5
.
5
7
7
5
4
.
8
6
7
5
5
.
1
8
7
5
2
.
8
7
4
:
1
6
:1
0
.
0
2
0
7
5
5
.
3
3
0
.
0
2
0
6
:1
4
:
1
2:1
7
5
3
.
9
2
7
5
6
.
3
4
0
.
0
2
0
6
:1
4
:
1
2:1
7
5
4
.
9
1
7
5
7
.
2
3
0
.
0
2
0
2:1
4
:
1
6
:1
7
5
5
.
8
4
7
5
8
.
2
4
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
8
0
780
7
4
0
740
1
3
+
5
0
.
0
0
7
6
0
760
7
8
0
780
7
4
0
740
1
4
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
4
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
5
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
5
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
6
+
0
0
.
0
0
X-13B-3159
-
Y
-
1020
4
:
1
2:1
6
:1 7
5
6
.
7
5
0
.
0
2
0
7
5
9
.
1
8
0
.
0
2
0
6
:1
4
:
1
7
5
7
.
5
8
2:1
7
5
9
.
7
2
0
.
0
2
0
1
0
+
0
0
.
0
0
-
R
P
C
-
2:1
4
:
1
6
:1 7
5
8
.
6
4
7
6
0
.
5
0
7
5
9
.
2
8
4
:
1
2:
1
6
:1
0
.
0
2
0
1
0
+
4
9
.
7
3
-
R
P
C
-
7
6
1
.
7
8
0
.
0
2
0
1
0
+
9
9
.
4
2
-
R
P
C
-
2:
1
4
:
1
7
5
9
.
9
1
6
:1
7
6
2
.
2
7
2:
1
4
:
1
6
:1
7
6
0
.
1
7
0
.
0
3
2
1
1
+
4
9
.
1
1
-
R
P
C
-
7
6
2
.
9
3
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
6
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
7
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
7
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
8
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
8
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
9
+
0
0
.
0
0
X-14B-3159
-
Y
-
1020
1
1
+
9
8
.
8
4
-
R
P
C
-
0
.0
5
3
6
:1
4
:
1
2:1
7
6
0
.
0
2
7
6
3
.
1
0
7
5
9
.
6
0
6
:1
4
:12:1
0
.0
7
6
1
2
+
4
8
.
7
6
-
R
P
C
-
0
.
0
2
0
2:1
7
6
2
.
9
3
2:1
0
.
0
2
0
1
2
+
9
9
.
1
5
-
R
P
C
-
0
.0
8
0
6:14:12:1 759.28
7
6
3
.
9
4
2:12:1 767.55
1
3
+
5
0
.
3
5
-
R
P
C
-
0
.0
8
0
6:14:1 759.25
0
.
0
2
0
2:1
2:1
7
6
4
.
3
7
2:1 770.102:1
2:1
0
.
0
2
0
7
6
2
.
1
8
4
:
1
6
:1
1
4
+
0
2
.
6
9
-
R
P
C
-
0.0806:14:1 759.622:1
7
6
4
.
4
1
2:1 772.722:1
S
P
=
7
6
0
.
3
8
D
P
=
7
6
0
.
2
7
6
:1
S
P
0
.
0
2
0
2:1
7
6
4
.
7
3
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
1
9
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
0
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
0
+
1
4
.
2
9
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
0
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
1
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
1
+
5
0
.
0
0
X-15B-3159
-
Y
-
1020
3:1
0
.
0
2
0
7
6
2
.
7
1
6
:1
4
:
1
2:
1
7
6
5
.
0
8
4
:
1
7
6
2
.
8
9
6
:1
0
.
0
2
0
4
:
1
7
6
5
.
1
9
4
:
1
0
.
0
2
0
6
:1
4
:
1
7
6
2
.
9
8
7
6
5
.
2
2
2:
1
4
:
1
6
:1 7
6
3
.
1
6
0
.
0
2
0
3:
1
7
6
1
.
2
2
4
:1
0
.
0
1
0
0
.
0
1
0
1
0
+
0
0
.
0
0
-
Y
3
-
4
:
1
7
6
1
.
2
3
2:1
7
6
5
.
4
4
2:1
4
:
1
7
6
2
.
3
4
0
.
0
2
0
0
.
0
2
0
1
0
+
3
6
.
3
2
-
Y
3
-
4
:1
4
:
1
7
6
2
.
6
0
0
.
0
2
0
6
:1
4
:
1
2:
1
7
6
3
.
3
2
7
6
5
.
5
7
6
:1
4
:
1
2:
1
7
6
3
.
5
1
0
.
0
2
0
7
6
3
.
3
2
4
:
1
4
:1
0
.
0
4
6
0
.
0
4
6
1
0
+
8
7
.
2
0
-
Y
3
-
4
:
1
7
6
3
.
2
6
2:1
7
6
5
.
7
8
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
2
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
2
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
3
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
3
+
5
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
4
+
0
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
4
+
5
0
.
0
0
X-16B-3159
-
Y
-
1020
2:1
4
:
1
7
6
4
.
4
7
0
.
0
7
5
0
.
0
7
5
1
1
+
3
8
.
1
1
-
Y
3
-
4
:1
7
6
4
.
1
3
6
:
1
0
.
0
2
0
6
:1 7
6
3
.
8
1
4
:
1
2:
1
7
6
6
.
0
7
6
:
1
S
P
=
7
6
4
.
9
7
D
P
=
7
6
3
.
8
3
6
:1
S
P
0
.
0
2
0
6
:
1
7
6
4
.
8
6
4
:1
2
:1
7
6
6
.
3
8
2
:1
4
:1
7
6
4
.
7
6
6
:
1
0
.
0
2
0
1
3
+
1
3
.
0
4
-
L
P
C
-
0
.0
7
6
764.91
2:1
7
6
6
.
7
3
4:
1
4
:1
7
6
3
.
1
7
0
.0
6
0
1
2
+
5
8
.
9
9
-
L
P
C
-
0
.
0
2
0
6
:
1
7
6
5
.
3
1
4
:1
2
:1
7
6
6
.
9
9
2
:14
:1
6
:
1
7
6
5
.
9
5
0
.
0
2
0
1
2
+
0
8
.
7
0
-
L
P
C
-
0
.0
4
0
3
:1 7
6
1
.
9
9
2:1
7
6
7
.
5
4
1
1
+
5
8
.
9
9
-
L
P
C
-
0
.
0
2
0
1
0
+
0
0
.
0
0
-
L
P
A
-
0
.
0
2
0
7
6
8
.
1
3
MSE WALL
MSE WALL
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
7
6
0
760
2
5
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
5
+
5
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
6
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
6
+
1
0
.
0
0
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
6
+
3
7
.
4
4
7
6
0
760
7
8
0
780
8
0
0
800
7
4
0
740
2
6
+
5
0
.
0
0
X-17B-3159
-
Y
-
1020
MSE WALL
0
.
0
2
0
1
0
+
5
0
.
3
2
-
L
P
A
-
1
1
+
0
9
.
3
1
-
L
P
C
-
0
.
0
2
0
MSE WALL
7
6
8
.
6
9
MSE WALL
0
.
0
2
0
1
0
+
5
9
.
6
2
-
L
P
C
-
1
1
+
0
0
.
6
3
-
L
P
A
-
0
.
0
2
0
MSE WALL
7
6
9
.
5
1
MSE WALL
0
.
0
2
0
1
1
+
5
0
.
9
5
-
L
P
A
-
1
0
+
0
9
.
9
4
-
L
P
C
-
0
.
0
2
0
MSE WALL
7
6
9
.
8
9
MSE WALL
0
.
0
2
0
1
0
+
0
0
.
0
0
-
L
P
C
-
1
1
+
6
1
.
0
2
-
L
P
A
-
0
.
0
2
0
MSE WALL
7
7
0
.
1
0
2:1
2:1
7
6
4
.
0
8
0
.
0
2
0
1
1
+
8
8
.
6
4
-
L
P
A
-
0
.
0
2
0
6
:1
4
:
1
2:1
7
6
7
.
0
7
7
7
0
.
4
4
6
:1
4
:
1
2:1
0
.
0
2
0
1
2
+
0
1
.
2
8
-
L
P
A
-
0
.
0
2
0
2:1
7
6
4
.
2
3
2:1
7
6
7
.
2
7
7
7
0
.
5
6
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
7
6
0
760
2
7
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
7
+
5
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
8
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
8
+
5
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
9
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
2
9
+
5
0
.
0
0
X-18B-3159
-
Y
-
1020
2:1
3:1
7
6
6
.
0
3
0
.
0
2
7
1
2
+
5
1
.
7
0
-
L
P
A
-
0
.
0
2
0
6
:1
4
:
1
2:
1
7
6
8
.
0
4
7
7
0
.
9
7
6
:1
4
:
1
2:
1
0
.
0
2
0
1
3
+
0
2
.
9
5
-
L
P
A
-
0
.
0
5
0
4
:
1
4
:1
7
6
8
.
4
4
7
6
8
.
8
0
7
7
1
.
6
2
2
:1
770.56
0
.
0
6
8
1
3
+
5
8
.
2
3
-
L
P
A
-
0
.
0
2
0
6
:1
4
:
1
2:1
7
6
8
.
9
3
7
7
2
.
0
7
0
.
0
2
0
5
:
1
D
P
=
7
6
9
.
6
1
S
P
S
P
=
7
6
9
.
7
1
6
:1
4
:
1
7
7
1
.
5
1
7
7
2
.
3
1
0
.
0
2
0
6
:
1
7
7
0
.
9
6
4
:1
2
:1
6
:1
4
:
1
2:1
7
6
9
.
8
2
7
7
2
.
2
1
2
:14
:1
6
:
1
7
7
1
.
4
1
0
.
0
2
0
6
:1
4
:
1
2:1
7
7
0
.
3
4
7
7
2
.
5
9
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
7
6
0
760
3
0
+
0
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
0
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
1
+
0
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
1
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
2
+
0
0
.
0
0
X-19B-3159
-
Y
-
1020
0
.
0
2
0
7
7
1
.
9
8
4
:1
6
:
1
2:1
6
:1
4
:
1
2:1
7
7
0
.
8
6
7
7
3
.
5
9
2:1
4
:1
6
:
1
7
7
2
.
6
4
0
.
0
2
0
6
:1
4
:
1
2:1
7
7
1
.
4
7
7
7
4
.
1
6
0
.
0
2
0
6
:
1
7
7
3
.
2
6
4
:1
2:1
6
:1
4
:
1
2:1
7
7
2
.
1
1
7
7
5
.
0
5
S
P
0
.
0
2
0
3:1
6
:
1
4
:1
S
P
=
7
7
9
.
9
9
D
P
=
7
7
3
.
8
6
3:
1
6
:1
4
:
1
2:1
7
7
2
.
8
1
7
7
5
.
5
5
0
.
0
2
0
6
:
1
S
P
S
P
=
7
7
5
.
3
5
D
P
=
7
7
4
.
5
8
4
:1
4
:
1
6
:1
4
:
1
2:1
7
7
3
.
4
7
7
7
6
.
1
5
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
2
+
1
2
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
2
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
3
+
0
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
3
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
4
+
0
0
.
0
0
X-20B-3159
-
Y
-
1020
6
:
1
0
.
0
2
0
S
P
=
7
7
4
.
8
7
D
P
=
7
7
4
.
7
0
4
:1
4
:
1
S
P
6
:1
4
:
1
2:1
7
7
3
.
6
2
7
7
6
.
3
6
0
.
0
2
0
S
P
6
:
1
6
:1
S
P
=
7
7
5
.
7
6
D
P
=
7
7
4
.
8
8
6
:1
4
:
1
2:1
7
7
4
.
0
7
7
7
6
.
8
7
2
:1
4
:
1
7
7
6
.
9
6
2:1
1
5
+
2
7
.
5
7
-
Y
7
-
7
7
2
.
5
7
6:
1
1
3
+
0
6
.
8
2
-
R
P
A
-
6
:1
6
:
1
7
7
7
.
3
4
0
.
0
2
0
0
.
0
6
0
0
.
0
6
0
0
.
0
8
0
0
.
0
8
0
6
:1
4
:
1
2:1
7
7
4
.
7
6
7
7
7
.
7
9
S
P
=
7
7
8
.
6
7
S
P
0
.
0
2
0
1
2
+
5
3
.
9
1
-
R
P
A
-
7
7
4
.
0
3
6
:
1
2:1
1
4
+
7
1
.
2
1
-
Y
7
-
4
:
1
2:1
7
7
6
.
7
8
0
.
0
8
0
0
.
0
6
0
0
.
0
6
0
6
:1
4
:
1
2:1
7
7
5
.
4
4
7
7
8
.
3
9
2:1
4
:
1
7
7
7
.
1
9
1
4
+
1
8
.
5
8
-
Y
7
-
3:1
6:
1
7
7
5
.
7
8
0
.
0
6
01
2
+
0
2
.
3
4
-
R
P
A
-
0
.
0
2
0
0
.
0
5
0
0
.
0
5
0
6
:1
4
:
1
2:1
7
7
6
.
1
4
7
7
8
.
8
1
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
4
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
5
+
0
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
5
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
6
+
0
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
6
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
7
+
0
0
.
0
0
X-21B-3159
-
Y
-
1020
0
.
0
2
0
1
1
+
5
1
.
4
6
-
R
P
A
-
0
.
0
4
0
6:
1
7
7
6
.
6
2
4
:1
0
.
0
2
3
1
3
+
6
7
.
3
6
-
Y
7
-
4
:
1
7
7
7
.
8
0
2:1
0
.
0
2
3
6
:1
4
:
1
2:1
7
7
7
.
2
9
7
7
9
.
4
5
4
:
1
2:1
7
7
8
.
1
5
0
.
0
2
0
1
3
+
1
6
.
2
6
-
Y
7
-
4
:1 7
7
7
.
1
3
6
:
1
0
.
0
2
0
1
1
+
0
0
.
8
7
-
R
P
A
-
0
.
0
2
0
0
.
0
1
0
6
:1
4
:
1
2:1
7
7
8
.
2
7
7
7
9
.
4
6
0
.
0
2
0
0
.
0
2
0
1
0
+
5
0
.
4
1
-
R
P
A
-
7
7
7
.
5
4
6
:
1
4
:1
0
.
0
2
0
0
.
0
2
0
1
2
+
6
5
.
2
1
-
Y
7
-
2:1
6
:1
4
:
1
7
7
9
.
2
9
3:1
7
8
0
.
5
1
7
7
8
.
7
3
2:1
4
:
1
0
.
0
2
0
0
.
0
2
0
1
2
+
1
4
.
2
1
-
Y
7
-
4
:1
6
:
1
7
7
7
.
9
8
0
.
0
2
0
1
0
+
0
0
.
0
0
-
R
P
A
-
0
.
0
2
0
3:1
6
:1
4
:
1
7
8
0
.
3
0
7
8
1
.
3
7
4
:1
0
.
0
2
0
0
.
0
2
0
6
:
1
7
7
8
.
2
1
4
:1
1
1
+
6
3
.
2
4
-
Y
7
-
0
.
0
2
0
0
.
0
2
0
2:1
4
:
1
7
7
8
.
4
9
7
8
0
.
7
0
4
:
1
7
8
2
.
0
4
2:1
4
:
1
7
7
7
.
5
6
0
.
0
2
0
0
.
0
2
0
1
1
+
1
2
.
3
0
-
Y
7
-
4
:1 7
7
6
.
9
4
4
:
1
0
.
0
2
0
0
.
0
2
0
3
:1
7
8
2
.
6
9
0000
2
0
2
0
2
0
2
0
4
0
4
0
4
0
4
0
6
0
6
0
6
0
6
0
8
0
8
0
8
0
8
0
100
1
0
0
100
1
0
0
120
1
2
0
120
1
2
0
140
1
4
0
140
1
4
0
160
1
6
0
160
1
6
0
180
1
8
0
180
1
8
0
200
2
0
0
200
2
0
0
220
2
2
0
220
2
2
0
240
2
4
0
240
2
4
0
260
2
6
0
260
2
6
0
280
2
8
0
280
2
8
0
300
3
0
0
300
3
0
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
7
+
5
0
.
0
0
7
8
0
780
8
0
0
800
8
2
0
820
7
6
0
760
3
8
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
3
8
+
5
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
3
9
+
0
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
3
9
+
5
0
.
0
0
7
8
0
780
8
0
0
800
7
6
0
760
4
0
+
0
0
.
0
0
X-22B-3159
-
Y
-
1020
0
.
0
2
0
3
:
1
7
7
5
.
4
1
4
:1
0
.
0
2
0
0
.
0
2
0
1
0
+
6
1
.
3
8
-
Y
7
-
V
A
R
7
8
3
.
2
8
0
.
0
2
0
1
0
+
1
0
.
4
7
-
Y
7
-
4
:12:1
7
7
4
.
9
5
2:1
0
.
0
2
0
0
.
0
2
0
V
A
R
7
8
3
.
9
6
0
.
0
2
0
2:1
7
8
4
.
5
3
0
.
0
2
0
V
A
R
7
8
5
.
1
2
7
8
5
.
6
8
7
8
6
.
2
6
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
3
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
3
+
8
8
.
6
7
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
4
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
4
+
5
0
.
0
0
X-23B-3159
-
R
P
A
-
510
6
:1
6
:
1
0
.0
8
0
0
.0
8
0
4
:
1
7
7
2
.
5
5
S
P
2:1-Y7-15+39.79 2:14:1 776.980.0600.060
D
P
=
7
7
4
.
8
8
S
P
=
7
7
5
.
7
6
7
9
2
.
9
5
6
:1
0
.0
8
0
0
.0
8
0
4
:
1
7
7
2
.
1
7
S
P
6
:
1
VAR.-Y7-15+73.97 2:1 4:1 777.470.0600.060
D
P
=
7
7
4
.
6
8
S
P
=
7
7
5
.
8
3
4
:1
7
9
3
.
8
4
6
:1
0
.0
7
5
0
.0
7
5
4
:
1
7
7
2
.
1
7
6
:
1
S
P
VAR.-Y7-15+84.00 2:1 4:1 777.670.0600.060
S
P
=
7
7
5
.
3
5
D
P
=
7
7
4
.
4
2
4
:1
7
9
4
.
0
8
6
:1
6
:
1
0
.0
5
3
0
.0
5
3
S
P
SP 6:1
D
P
=
7
7
1
.
5
3
SP=775.72
S
P
=
7
7
9
.
9
9
4
:1
2:1
D
P
=
7
7
3
.
8
9
7
9
4
.
3
8
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
7
2
.
6
7
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
0
0
.
0
0
X-24B-3159
-
R
P
A
-
510
6
:1
6
:
1
0
.
0
3
2
0
.
0
3
2
4
:1
7
7
4
.
1
7
SP 4:1
D
P
=
7
7
2
.
1
0
SP=775.62
2:1
7
9
4
.
5
3
6
:1
6
:
1
0
.
0
1
0
0
.
0
1
0
4
:1
7
7
4
.
2
6
4
:
1
7
7
3
.
7
2
2:1
2:1
7
9
4
.
5
9
6
:
1
0
.
0
0
0
0
.
0
0
0
4
:1
7
7
4
.
3
7
2:1
7
9
4
.
4
5
2:1
4
:1
6
:
1
0
.
0
1
2
0
.
0
1
2
4
:1
7
7
4
.
5
2
2:1
7
9
4
.
1
2
2:1
4
:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
8
4
.
6
7
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
7
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
7
+
5
0
.
0
0
X-25B-3159
-
R
P
A
-
510
6
:
1
0
.
0
3
4
0
.
0
3
4
4
:1
7
7
4
.
8
8
2:1
7
9
3
.
9
8
2:1
4
:1
6
:
1
0
.
0
4
9
0
.
0
4
9
4
:1
7
7
5
.
1
9
2:1
7
9
3
.
7
9
2:1
4
:1
6
:
1
0
.
0
5
5
0
.
0
5
5
4
:1
7
7
5
.
3
2
2:1
7
9
3
.
6
5
2:1
4
:1
0
.
0
7
7
0
.
0
7
7
S
P
6
:
1
4
:1
3
:1
S
P
=
7
8
3
.
9
5
D
P
=
7
7
5
.
3
8
7
9
2
.
6
2
2:1
4
:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
8
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
8
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
9
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
9
+
5
0
.
0
0
X-26B-3159
-
R
P
A
-
510
6
:
1
0
.
0
8
0
0
.
0
8
0
S
P
4
:1
3
:1
3:
1
S
P
=
7
7
7
.
2
5
D
P
=
7
7
5
.
4
4
D
P
=
7
7
4
.
8
2
7
9
0
.
9
8
2:1
4
:1
8
:
1
0
.
0
8
0
0
.
0
8
0
S
P
S
P
=
7
7
6
.
5
2
D
P
=
7
7
5
.
6
7
7
8
9
.
5
6
2:1
4
:1
0
.
0
6
3
0
.
0
6
3
S
P
6:
1
D
P
=
7
7
7
.
3
9
S
P
=
7
7
7
.
8
6
7
8
5
.
9
4
2:1
4
:1
6
:
1
0
.
0
4
2
0
.
0
4
2
6
:1 7
7
9
.
2
2
-
L
P
A
-
1
7
+
0
2
.
0
2
2:1
0
.
0
5
0
0
.
0
5
0
7
8
5
.
1
4
2:1
4
:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
2
0
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
2
0
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
2
0
+
6
3
.
2
8
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
2
1
+
0
0
.
0
0
X-27B-3159
-
R
P
A
-
510
6
:
1
0
.
0
2
0
0
.
0
2
0
7
8
0
.
7
8
6
:1
-
L
P
A
-
1
7
+
4
7
.
0
5
2:1
0
.
0
2
6
0
.
0
2
6
7
8
4
.
5
9
2:1
4
:1
6
:
1
0
.
0
0
2
0
.
0
0
2
7
8
2
.
0
6
6
:1
-
L
P
A
-
1
7
+
9
2
.
4
1
2
:
1
0
.
0
0
4
0
.
0
0
4
7
8
3
.
7
2
2:1
4
:1
6
:
1
0
.
0
0
8
0
.
0
0
8
7
8
2
.
3
6
6
:1
-
L
P
A
-
1
8
+
0
4
.
5
6
2
:
1
0
.
0
0
1
0
.
0
0
1
7
8
3
.
4
8
2:1
4
:1
0
.
0
2
0
0
.
0
2
0
7
8
3
.
0
9
-
L
P
A
-
1
8
+
4
1
.
4
5
2:1
0
.
0
2
0
0
.
0
2
0
7
8
3
.
0
9
2:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
3
+
9
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
2
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
4
+
7
5
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
0
0
.
0
0
X-28B-3159
-
L
P
A
-
510
6
:1
0
.
0
8
0
0
.
0
8
0
770.46
S
P
2:1
D
P
=
7
6
9
.
6
1
S
P
=
7
6
9
.
7
1
7
7
4
.
5
1
4
:
1
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
0
.
2
4
770.56
2:1
7
7
3
.
3
7
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
0
.
5
7
770.89
2:1
4
:
1
2:1
7
8
8
.
1
0
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
1
.
0
1
771.33
2:1
2:1
4
:
1
7
8
8
.
5
6
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
1
.
6
1
771.93
2:1
2:1
4
:
1
7
8
9
.
4
4
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
2
5
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
6
5
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
5
+
9
0
.
0
0
X-29B-3159
-
L
P
A
-
510
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
2
.
3
7
772.69
2:1
2:1
4
:
1
7
8
9
.
9
2
6
:1
0
.
0
8
0
0
.
0
8
0
7
7
3
.
2
8
773.60
2:1
2:1
4
:
1
7
8
9
.
3
6
0
.
0
8
0
0
.
0
8
0
774.18
SP
6
:1
3:1
2:1
SP=783.93
D
P
=
7
7
3
.
8
6
3:1
7
8
9
.
4
2
6
:1
0
.
0
8
0
0
.
0
8
0
775.14
S
P
2:1
4
:
1
2:
1
S
P
=
7
7
7
.
2
5
D
P
=
7
7
4
.
8
2
7
8
9
.
3
7
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpa.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
3
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
6
+
6
7
.
0
0
X-30B-3159
-
L
P
A
-
510
6
:1
0
.
0
7
3
0
.
0
7
3
776.78
SP
8:
1
2:1
S
P
=
7
7
6
.
5
2
D
P
=
7
7
5
.
6
7
7
8
5
.
6
4
0
.
0
5
7
0
.
0
5
7
778.43
S
P
6
:1
2:1
D
P
=
7
7
7
.
3
9
S
P
=
7
7
7
.
8
1
7
8
5
.
3
5
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
6
0
760
7
7
0
770
7
8
0
780
7
9
0
790
7
5
0
750
1
4
+
4
0
.
2
8
7
6
0
760
7
7
0
770
7
8
0
780
7
9
0
790
7
5
0
750
1
4
+
8
5
.
0
0
7
6
0
760
7
7
0
770
7
8
0
780
7
9
0
790
7
5
0
750
1
5
+
3
0
.
0
0
7
6
0
760
7
7
0
770
7
8
0
780
7
9
0
790
7
5
0
750
1
5
+
5
0
.
0
0
X-31B-3159
-
R
P
C
-
510
6
:1
0
.0
8
0
0
.0
8
0
4
:
1
7
5
9
.
8
6
S
P
4:
1
2:1
D
P
=
7
6
0
.
2
7
S
P
=
7
6
0
.
3
8
6
:1
7
7
2
.
3
1
774.592:12:1
6
:1
6
:
1
0
.0
6
1
0
.0
6
1
4
:
1
4
:1
7
6
0
.
8
7
7
6
3
.
1
2
2:1
2
:1
7
7
3
.
3
6
2:12:1 776.82
6
:1
6
:
1
0
.0
4
1
0
.0
4
1
4
:
1
4
:1
7
6
2
.
1
3
7
6
3
.
7
6
2:1
2
:1
7
7
3
.
3
4
779.072:12:1
6
:1
6
:
1
0
.
0
3
2
0
.0
3
2
4
:
1
4
:1
7
6
2
.
7
8
7
6
4
.
1
3
2:1
2
:1
7
7
4
.
0
1
780.062:12:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
5
+
6
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
6
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
6
+
2
4
.
2
8
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
6
+
5
0
.
0
0
X-32B-3159
-
R
P
C
-
510
6
:1
6
:
1
0
.
0
2
8
0
.
0
2
8
4
:
1
4
:1
7
6
3
.
1
2
7
6
4
.
3
3
2:1
2
:1
7
7
4
.
6
0
780.562:12:1
6
:1
6
:
1
0
.
0
1
1
0
.
0
1
1
4:1
4
:1
7
6
4
.
6
5
7
6
5
.
2
7
2:1
2
:1
7
7
6
.
9
6
782.562:12:1
6
:1
6
:
1
0
.
0
0
0
0
.
0
0
0
4:1
4
:1
765.81
7
6
5
.
9
3
2:1
2
:1
7
7
8
.
7
7
783.772:12:16:1
6
:
1
0
.
0
1
1
0
.
0
1
1
4:1
4
:1
767.19
7
6
6
.
7
2
2:1
2:1
7
8
0
.
5
9
784.182:12:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
6
+
6
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
7
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
7
+
3
6
.
2
8
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
7
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
8
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
8
+
2
5
.
0
0
X-33B-3159
-
R
P
C
-
510 6:1
6
:
1
0
.
0
1
6
0
.
0
1
6
4:1
4
:1
767.77
7
6
7
.
0
5
2:1
2:1
7
8
1
.
1
6
784.352:12:16:1
6
:
1
0
.
0
3
3
0
.
0
3
3
4:1
4
:1
770.15
7
6
8
.
6
0
2:1
2:1
7
8
3
.
0
7
784.992:12:16:1
6
:
1
0
.
0
4
9
0
.
0
4
9
4:1
4
:1
772.45
7
7
0
.
1
7
2:1
2:1
7
8
4
.
3
1
6:1
6
:
1
0
.
0
5
5
0
.
0
5
5
4:1 773.332:1
6
:
1
4
:1
7
7
0
.
7
8
2:1
7
8
4
.
4
1
6:1
0
.
0
7
6
0
.
0
7
6
4:1 776.53
S
P
2:1
4
:1
4:
1
2:1
S
P
=
7
7
2
.
6
4
D
P
=
7
7
1
.
9
7
7
8
4
.
1
8
6:1
0
.
0
8
0
0
.
0
8
0
4:1 777.85
S
P
2:1
4:
1
S
P
=
7
7
3
.
0
0
D
P
=
7
7
2
.
1
4
7
8
3
.
4
0
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
7
7
0
770
1
8
+
5
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
0
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
9
+
0
8
.
9
6
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
9
+
5
0
.
0
0
X-34B-3159
-
R
P
C
-
510 6:1
4
:
1
0
.
0
7
9
0
.
0
7
9
4:1 778.98
S
P
2:1
S
P
=
7
7
5
.
0
8
D
P
=
7
7
3
.
7
4
7
8
2
.
6
4
6:1
0
.
0
5
7
0
.
0
5
7
7
7
7
.
7
1
4:
1
6
:1
1
5
+
7
1
.
0
0
-
L
P
C
-
2
:
1
0
.
0
5
6
0
.
0
5
6
7
8
0
.
2
9
4:12:1 779.286:1
0
.
0
5
3
0
.
0
5
3
7
7
8
.
7
7
6
:1
4
:
1
2
:
1
1
5
+
7
9
.
6
5
-
L
P
C
-
0
.
0
5
3
0
.
0
5
3
7
8
0
.
0
2
2:14:1 779.336:1
0
.
0
3
5
0
.
0
3
5
2:1
1
6
+
2
1
.
6
6
-
L
P
C
-
0
.
0
3
5
0
.
0
3
5
7
7
8
.
7
9
2:14:1 779.58
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
2
0
+
0
0
.
0
0
X-35B-3159
-
R
P
C
-
510
0
.
0
1
3
0
.
0
1
3
6:1
2:1
0
.
0
2
0
0
.
0
2
0
1
6
+
7
1
.
7
6
-
L
P
C
-
7
8
1
.
6
5
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
6
0
760
1
3
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
3
+
7
5
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
4
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
4
+
2
5
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
4
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
7
5
.
0
0
X-36B-3159
-
L
P
C
-
510
7
6
8
.
0
3
0
.
0
8
0
0
.
0
8
0
764.51
S
P
6
:1
2:1
S
P
=
7
6
4
.
9
7
D
P
=
7
6
3
.
8
3
7
6
8
.
9
0
0
.
0
8
0
0
.
0
8
0
7
6
4
.
2
6
764.58
6
:1
2:1
4:
1
2:
1
7
6
9
.
8
9
6
:1
0
.
0
8
0
0
.
0
8
0
7
6
4
.
6
7
764.99
2:
1
4:
1
2:1
7
7
1
.
5
9
0
.
0
8
0
0
.
0
8
0
7
6
5
.
4
6
765.78
6
:1
2:
1
4:
1
2:1
7
7
2
.
6
0
6
:1
0
.
0
8
0
0
.
0
8
0
7
6
6
.
5
9
766.91
2:1
4:
1
2:1
7
7
2
.
6
2
0
.
0
8
0
0
.
0
8
0
768.42
6
:1
7
6
8
.
1
0
2:1
4:
1
2:1
6
:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpc.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
5
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
5
+
1
6
.
8
9
7
7
0
770
7
8
0
780
7
9
0
790
8
0
0
800
7
6
0
760
1
5
+
3
8
.
0
0
X-37B-3159
-
L
P
C
-
510
7
7
3
.
5
3
6
:1
0
.
0
8
0
0
.
0
8
0
770.27
S
P
2:1
6
:1
4:
1
2:1
D
P
=
7
6
9
.
6
6
S
P
=
7
7
2
.
6
4
7
7
5
.
4
5
0
.
0
8
1
0
.
0
8
1
771.72
S
P
4:
1
2:1
6
:1
D
P
=
7
7
2
.
1
4
S
P
=
7
7
3
.
0
0
7
7
6
.
1
2
6
:1
0
.
0
7
1
0
.
0
7
1
773.76
S
P
4:
1
2:1
D
P
=
7
7
3
.
1
2
S
P
=
7
7
5
.
0
8
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y3.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
7
0
770
7
8
0
780
7
6
0
760
1
2
+
2
5
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
2
+
7
5
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
3
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
6
0
760
1
3
+
5
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
0
0
.
0
0
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
1
1
.
9
9
7
7
0
770
7
8
0
780
7
9
0
790
7
6
0
760
1
4
+
5
0
.
0
0
X-38B-3159
-
Y
3
-
510
7
6
8
.
3
7
2:1
2:1
4
:1
4
:
1
0
.
0
8
0
0
.
0
8
0
7
6
7
.
9
2
7
6
5
.
4
4
7
7
0
.
5
9
2:1
2:1
4
:1
4
:
1
0
.
0
7
6
0
.
0
7
6
7
6
9
.
8
2
7
6
7
.
4
6
7
7
1
.
6
1
2:1
4
:1
0
.
0
6
2
0
.
0
6
2
7
7
0
.
5
9
7
7
3
.
1
9
2:1
2:1
4
:1
4
:
1
0
.
0
3
4
0
.
0
3
4
7
7
2
.
1
2
7
7
1
.
0
0
7
7
4
.
3
3
2:1
2:1
4
:1
4
:
1
0
.
0
0
7
0
.
0
0
7
7
7
3
.
6
6
7
7
3
.
4
2
7
7
4
.
4
5
2:1
2:1
4
:1
4
:
1
0
.
0
0
0
0
.
0
0
0
7
7
4
.
0
1
7
7
4
.
0
1
7
7
5
.
0
2
2:1
2:1
4
:1
0
.
0
2
1
0
.
0
2
1
7
7
4
.
9
2
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y3.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
7
7
0
770
1
5
+
0
0
.
0
0
7
8
0
780
7
9
0
790
7
7
0
770
1
5
+
5
0
.
0
0
X-39B-3159
-
Y
3
-
510
7
7
6
.
2
6
2:1
2:1
4
:1
0
.
0
3
0
0
.
0
3
0
7
7
6
.
5
4
7
7
8
.
3
6
3:
1
0
.
0
0
3
0
.
0
0
3
781.53
781.73
2:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y7.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
6
+
2
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
8
1
0
810
7
7
0
770
1
6
+
6
0
.
0
0
7
8
0
780
7
9
0
790
8
0
0
800
7
7
0
770
1
7
+
0
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
7
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
8
+
0
2
.
2
3
X-40B-3159
-
Y
7
-
510
2:1
4
:1
3
:
1
0
.0
6
0
0
.0
6
0
7
7
8
.
4
2
S
P
S
P
=
7
7
5
.
7
2
D
P
=
7
7
1
.
5
3
7
9
2
.
7
5
2:1
4
:1
4
:
1
0
.0
6
0
0
.0
6
0
7
7
9
.
7
4
S
P
S
P
=
7
7
5
.
6
2
D
P
=
7
7
2
.
1
0
7
9
1
.
7
5
0
.0
6
0
0
.0
6
0
4
:1 7
8
1
.
3
1
2:1
2:1
4
:
1
7
8
3
.
1
1
7
9
1
.
2
1
2:1
4
:
1
0
.0
6
0
0
.0
6
0
7
8
5
.
1
8
4
:1 7
8
3
.
3
8
2:1
7
9
0
.
7
7
2:1
4
:
1
0
.0
4
0
0
.0
4
0
7
8
6
.
6
7
7
8
5
.
4
7
4
:1
2:1
0000
1
0
1
0
1
0
1
0
2
0
2
0
2
0
2
0
3
0
3
0
3
0
3
0
4
0
4
0
4
0
4
0
50
5
0
50
5
0
60
6
0
60
6
0
70
7
0
70
7
0
80
8
0
80
8
0
90
9
0
90
9
0
100
1
0
0
100
1
0
0
110
1
1
0
110
1
1
0
120
1
2
0
120
1
2
0
130
1
3
0
130
1
3
0
140
1
4
0
140
1
4
0
150
1
5
0
150
1
5
0
26-JUN-2014 14:13
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y7.dgn
$$$$USERNAME$$$$8/23/99
PROJ. REFERENCE NO.SHEET NO.0
7
9
0
790
8
0
0
800
7
8
0
780
1
8
+
5
0
.
0
0
7
9
0
790
8
0
0
800
7
8
0
780
1
8
+
5
3
.
5
7
X-41B-3159
-
Y
7
-
510
0
.
0
3
0
0
.
0
2
0
2:1
4
:1
7
8
6
.
8
7
7
8
6
.
1
2
4
:
1
2:1
0
.
0
3
0
0
.
0
2
0
2:1
4
:
1
7
8
6
.
8
8
2:1
4
:1 7
8
6
.
1
3