20140929 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.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
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
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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
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T
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N
E

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T

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-

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T
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.

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0
+
9
8
.
0
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A
T
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N
E

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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
:
\
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c
s
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S
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s
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3
1
5
9
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0
6
.
d
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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
_
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n
v
i
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r
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
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3
1
5
9
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p
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p
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i
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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
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n
d
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i
s
t
i
n
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7/24/2014

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30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02b.dgn
$$$$USERNAME$$$$8/17/99
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USE TYPICAL SECTION NO. 4HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-BB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02b.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-CB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02c.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-CB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02c.dgn
$$$$USERNAME$$$$8/17/99
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-DB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02d.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
HINGE POINT
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USE TYPICAL SECTION NO. 9 -RPA- STA. 15+72.67 TO STA. 21+61.41
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GROUNDEXISTING
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4:1USE INSET 9AHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-DB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02d.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-EB-3159
30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02e.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
4
:
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30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02e.dgn
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30-JUN-2014 13:58
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30-JUN-2014 13:58
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30-JUN-2014 13:58
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DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
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30-JUN-2014 13:58
R:\Roadway\Proj\B3159_Rdy_psh_typ_02g.dgn
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.2-IB-3159
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26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_04a.dgn
$$$$USERNAME$$$$8/17/99
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.
26-JUN-2014 14:42
R:\Roadway\Proj\B3159_Rdy_psh_05.dgn
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-31595
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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
$$$$USERNAME$$$$8/17/99
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSB-3159 7
MATCHLINE SHEET 4 -Y- STA. 29+50.00-
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NOTES:SEE SHEET 9 FOR -RPA- PROFILE.SEE SHEET 11 FOR -Y7- PROFILE.PAVEMENT REMOVAL PAVED SHOULDER
11/20/13 (AEV) DESIGN REVISION - REMOVED RETAINING WALL #3 FROM ALONG -Y-.
5/20/14 (ESM) DESIGN REVISION - CHANGED TYPICAL 12’ STANDARD ARTERIAL DITCH TO EXPRESSWAY GUTTER ON -RPA- FROM STA 15+72.67 TO 20+50.00 RT.
FROM STA 15+72.67 TO 21+00.00 RIGHT OF CENTERLINE.
6/3/14 (RLC) DESIGN REVISION - EXTENDED THE LENGTH OF RETAINING WALLS #1 & #2 ALONG US 29-64-70/I-85 (-Y-). REVISED THE DITCH ALONG -RPA-
15 16 176LEROY LEETHOMAS DB 1758 PG 318PB 5 PG 25 7 18DEBRA LANIERJAMES EARL LANIER DB 1805 PG 1273 PB 5 PG 34 19YIM CHAU WU TAMHEI H. TAM DB 1235 PG 948 PB 5 PG 34 21LAKETA S. PETERSON DB 1393 PG 1195PB 5 PG 34 TODD. J. SURRATT DB 2012 PG 2079PB 5 PG 34 EVERHART, IIIROBERT L.BETTY E FRITTSJOHN MILTON FRITTS DB 507 PG 744 PB 5 PG 25 VIVIAN E. BROADWAY DB 514 PG 359PB 5 PG 25
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.X-1B-3159
26-JUN-2014 14:11
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$$$$USERNAME$$$$8/17/99
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R:\Roadway\CorridorModeling\B3159_Rdy_xpl_l.dgn
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
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740
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0
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7
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0
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7
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0
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800
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0
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780
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800
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.
0
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7
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0
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7
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7
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0
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.
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X-16B-3159
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Y
-
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2:1
4
:
1
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
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800
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760
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.
0
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=
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=
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=
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=
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R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
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R:\Roadway\CorridorModeling\B3159_Rdy_xpl_Y.dgn
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0
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0
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X-22B-3159
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7
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7
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1
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1
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
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780
7
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790
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0
800
7
6
0
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1
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0
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2:1-Y7-15+39.79 2:14:1 776.980.0600.060
D
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=
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=
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VAR.-Y7-15+84.00 2:1 4:1 777.670.0600.060
S
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=
7
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3
5
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7
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9
4
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0
8
6
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6
:
1
0
.0
5
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5
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P
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7
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5
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7
7
9
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9
9
4
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7
7
3
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8
9
7
9
4
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3
8
0000
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0
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0
1
0
1
0
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3
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60
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90
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110
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130
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
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7
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2
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7
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4
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7
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8
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7
9
0
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9
8
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0
8
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S
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7
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6
7
7
8
9
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5
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0
6
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.
0
6
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6:
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D
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7
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3
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S
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7
7
7
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8
6
7
8
5
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9
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:
1
0
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0
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2
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_rpa.dgn
$$$$USERNAME$$$$8/23/99
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpa.dgn
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7
6
9
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6
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7
6
9
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7
1
7
7
4
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5
1
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:
1
6
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0
.
0
8
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7
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2
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770.56
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3
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0
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770.89
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1
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771.33
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5
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771.93
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7
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4
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0000
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26-JUN-2014 14:12
R:\Roadway\CorridorModeling\B3159_Rdy_xpl_lpa.dgn
$$$$USERNAME$$$$8/23/99
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3
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772.69
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:
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7
8
9
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9
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0
8
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2
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773.60
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:
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7
8
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3
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0
8
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0
8
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774.18
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7
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8
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7
8
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4
2
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0
8
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0
8
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775.14
S
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1
2:
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S
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7
7
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2
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D
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7
7
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8
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7
8
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3
7
0000
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60
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