20120996 Ver 1_Application_20121030

Page 1 of 10
PCN Form – Version 1.4January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4January 2009
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: 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:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e.NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
BowerstoLakeSafetyImprovements
Davidson
Thomasville
n/a
TIPC-4901B,C
NorthCarolinaRailroadCompany
NCRRExistingright-of-way
2809HighwoodsBoulevard
Raleigh,NC27604-1000
919-954-7601
919-954-7099
14
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
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:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
MarcHamel
NorthCarolinaDepartmentofTransportation-RailDivision
1SouthWilmingtonSt.,Room555(delivery)or1553MailServiceCenter(mail)
Raleigh,NC27699-1553
919-707-4705
919-715-6580
[e-mail]
NCDOTRailDivision
Page 3 of 10
PCN Form – Version 1.4January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to 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?
Yes No Unknown
Comments:
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.
NorthCarolinaRailroadCompanyright-of-way
-80.174793
173.1
JimmysCreek
C
Yadkin
Pleaseseeattachedletter.
16.2
Thisprojectisdesignedtoimprovesafetybyremovingaprivatedrivewayandthreeat-graderoadcrossingsoftherail.Pleaseseeattachedletter.
Pleaseseeattachedletter.
A xiomEnvironmental,Inc.
Fieldverificationvisitswereheldon8/26/2009and8/03/2010
35.846149
10,935
S.Smith,S.Davis,C.Faquin,M.Thomas
Page 4 of 10
PCN Form – Version 1.4January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributariesBuffersOpen 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
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
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
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Culvert HeadwaterWetlandYesCorps0.02
YesCorps0.47
YesCorps0.16
Yes/No-
Yes/No-
Yes/No-
0.65
Table2listspermanentimpactsonly.Pleaseseeattachedletter,PermitDrawings,andWetlandImpact S ummaryTable f orcompletepermanentand
temporaryimpacts.
CulvertS27-UTtoJimmysCrkINTCorps2191
S26-UTtoJimmysCrk2135
S10-UTtoJimmysCrk387
403
Table3listspermanentimpactsonly.Pleaseseeattachedletter,PermitDrawings,andWetlandImpact S ummaryTable f orcompletepermanentand
temporaryimpacts.
P
P
P
-
-
-
Fill
Culvert
Chooseone
Chooseone
Chooseone
HeadwaterWetland
BottomlandHardwoodForest
Chooseone
Chooseone
Chooseone
P
P
P
-
-
-
Fill
Culvert
Chooseone
Chooseone
Chooseone
INT
INT
-
-
-
Corps
Corps
-
-
-
Page 5 of 10
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
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
FloodedFilledExcavated FloodedFilledExcavated
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:
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 im pacts
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 Catawba Randleman Other:
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
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Chooseone Choose
Chooseone
Yes/No
-
-
-
-
Chooseone
Chooseone
Chooseone
Choose
Choose
Choose
Chooseone
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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
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:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
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:
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.
Pleaseseeattachedletter.
Pleaseseeattachedletter.
LeeSmithRoadMitigationSite
417
warm
0
0
PleaseseeattachedMitigationPlan.
Riparianwetland
Chooseone
Chooseone
1.14
0
0
Page 7 of 10
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 th e
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:
Page 8 of 10
PCN Form – Version 1.4January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the projectinclude 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 no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
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:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
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
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
PleaseseeattachedPermitDrawingsand S tormwaterManagementPlan
Page 9 of 10
PCN Form – Version 1.4January 2009
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.
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.
n/a
n/a
Nowastewaterwillbegeneratedbytheproposedproject.
FIGURE
Title:
Project:
Prepared for:
Davidson County, NC
BOWERS
TO
LAKE
RAIL
IMPROVEMENTS
³
1 0.500.511.52 0.25
Miles
Legend
Study area
Railroad Improvements Study Area figures
Safety Improvements Study Area figures
Figure 2Q
Figure 2R
Drawn by:
Date:
Scale:
Project No.:
SGD
MAY 2012
1: 24,000
09-004
Notes:
Background imagery source:
Lexington East 7.5-minute
topographic quadrangle
provided by the United
States Geological Survey.
Bowers
Lake
Figure 2S
k k Fig
u
r
e

2
A
Fig
u
r
e

2
B
Fig
u
r
e

2
C
Fig
u
r
e

2
D
Fig
u
r
e

2
E
Fig
u
r
e

2
F
Fig
u
r
e

2
G
Fig
u
r
e

2
H
Fig
u
r
e

2
I
Fig
u
r
e

2
J
Fig
u
r
e

2
K
Fig
u
r
e

2
L
Fig
u
r
e

2
M
Fig
u
r
e

2
N
Fig
u
r
e

2
O
Fig
u
r
e

2
P
PROJECT
SITE
LOCATION
MAP
§¨¦85
£¤29 £¤70
£¤64
§¨¦85
726 730
706
702 698
694
734
710 714
722
718
738
690
742
7
4
6
7
5
0
754
686
726
69
4
730
706
698
734
71
8
702
722
738
Wetland 2
722
718 714
710
706 702
698
73
4
7
3
0
726
738
742
746
75
0
754
758
762
766
770
6
9
4
722
74
2
714 718
71
0
71
0
72
2
706
7
3
8
Wetland 1
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 2
FIGURES
Stream 1
A
A
B 2A, 2B
B
Stream 3
Stream 1
1000100 50
Feet
Stream 4
³
³
Stream 5
686 690
682
678
698
6
9
4
70
2
706
7
1
0
714
7
1
8
72
2
72
6
73
0
734
7
3
8
68
6
694
678 6
9
0
678
71
0
710
706
702
714 718
722
726
698
694
7
3
0
690
7
3
4
686
746
738
750
742
714
698
710
686
7
0
2
718
71
0
706
714 710
7
0
6
694
690
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
SEPT 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
Isolated wetland
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
Stream 9
£¤29 Business
Stream 7
Wetland 3
FIGURES
C
D 2C, 2D
C
D
Stream 6
1000100 50
Feet
Stream 8
Jimmys Creek
³
³
Stream 8
Jimmys Creek
67
8
674
670
68
6
682
690
69
4 6 98
7 0 2
70 6 678
698
686
674
6
7
4
686
6 78
674
682
682
678
682 686
690 694
674
698 702
706 710 714
718
722
726 730
67
0
734
678
686
678
674
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Wetland 4
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
Isolated wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
Wetland 6
Stream 10
£¤29 Business
Wetland 5
Wetland 3
FIGURES
2E, 2F
E
F
E
F
Stream 11
1000100 50
Feet
Stream 8
Jimmys Creek
³
³
Stream 10
Wetland 5
Stream 8
Jimmys Creek
670 666
674
678
662
682
686
690
694 698
67 8
666
670
674
682
686
Wetland 10
Wetland 9
Stream 14
670
666
674
678 6 82
686
690 6 94 698
702
706
710
662
670
666
Wetland 9
Wetland 10
Wetland 8
Wetland 7
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
FIGURES
Stream 13
Stream 12
Jimmys Creek
100 0 100 50
Feet
2G, 2H
G
H
G
H
Stream 25
³
³
654
658
662
666
670
6 50
674
678
666
654
674
662
670
6 58
662
666
654 658
6
5
0
Wetland 14
Wetland 13
Wetland 15 Wetland 16
666
662
670
65
8
674
678
682
686
654
690
674
666
6 78
68 2
662
658
Wetland 13
Wetland 14
Wetland 11
Wetland 12 Stream 15
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
Stream 16
£¤29 Business
Stream 17
Jimmys Creek
FIGURES
L
o
w
e
r

L
a
k
e

R
o
a
d
2I, 2J
I
J
I
J
1000100 50
Feet ³
³
666
662
658
654
650
674
646
670
678
682
686
690
694
6
9
8
7
0
2
682
674
690
682
686
678
6
8
2
682
670
678
686
Wetland 27
666
662 658
654
674
678
670
682
686
690
694 698
702
7
0
6
650
710 714 650
674
686
678
650
662
666
654
686
682
666
658
6
5
0
650
Wetland 14
Wetland 18
Wetland 17
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 28
Hamby Creek FIGURES
2K, 2L
K
L
K
L
Stream 18 Stream 17
Jimmys Creek
1000100 50
Feet ³
³
646
6
4
2
658
6 54
650
662
66
6
670
646
646
Wetland 21
Wetland 20
666
6
6
2
64
6
670
650
654
65
8
678
674
682
68
6
64
2
678
670
66
6
6
5
8
674
682
Wetland 19
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 22
Stream 21
Abbott's Creek
FIGURES
2M, 2N
M
N
M
N
Stream 19
Rich Fork
1000100 50
Feet ³
³
Stream 28
Hamby Creek
Stream 20
666
662
670
674
658
678
654
650
682
646
6
8
6
642
690 694
698 702 706
71
0
638
714
66
6
670 66
2
66
6
66
2
67
4
65
8
Stream 24
662
658
654 650
646
666
670
67
4 67
8
68
2
6
4
2
68
6
690
65
0
67
0
Wetland 21
Wetland 22
Wetland 23
FIGURE 2
FIGURE 2
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:1200
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 22
FIGURES
2O, 2P
O
P
O
P
Stream 23
1000100 50
Feet ³
³
6 8 6
6
9
0
682
678
674
670
69
4
6
9
8
7
0
2
7
0
6
710
714
718
722
726 730
734
7 38
74
2
74
6
70
2
678
674
6
7
0
686
6
7
4
678
686
682
686
682
698
U
p
p
e
r

L
a
k
e

R
o
a
d
U nknow
n

³
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:2000
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Wetland 4
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
Isolated wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 8
Jimmys Creek
Stream 10
Stream 11
Wetland 24
FIGURE
Stream 27
1000100200 50
Feet 2Q
Wetland 5
Wetland 25
Wetland 32
Wetland 7
Wetland 6
Wetland 3
Wetland 26
Stream 26
650
6
5
4
666
66
2
65
8
6
4
6
670
674
6
7
8
6
8
2
6
8
6
69
0
6
9
4
698
702 706
71
0
714
6
4
2
7
1
8
72
2
7
2
6
6
5
4
658
6
4
2
682
7
2
2
678
690
686
674
666
71
8
67
8
674
6
9
8
68
2
682
710 67
0
7
1
4
Turner
R
o
a
d
U
n
k
n
o
w
n

Wetland 27
Wetland 19
Wetland 28
³
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:2000
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
Stream 20
£¤29 Business
Stream 19
Rich Fork
FIGURE
Stream 28
Hamby Creek
1000100 50
Feet 2R
7 06
710
714 718
7
2
2
726
730
734
738
742
6 78
682
65
8
674
686
690
694
698
702
66
2
670
66
6
7
4
6
750
7
5
8
754
7
6
2
7
6
6
6
5
4
7
7
0
774
778
782
786
790
794
798
802
80
6
81
0
814
6
5
4
726
786
706
7 74
778
710
734
7
3
4
678
690
718
782
6
6
2
758
722
670
670
7
5
0
75
0
77
0
666
738
77
4
734
67
4 694
662
730
66
6
65
4
714
682
746
6
8
6
762
73
0
65
4
7
7
8
David
s
o
n

C
o

L
a
n
d
f
i
l
l

R
o
a
d
U
n
k
n
o
w
n

R
o
y

L
o
p
p

R
o
a
d
L
o
w
e
r

L
a
k
e

R
o
a
d
U
n
k
n
o
w
n

³
Prepared for:
Davidson County, NC
BOWERS
TO LAKE
RAIL
IMPROVEMENTS
Drawn by:
Date:
Scale:
Project No.:
SGD
JUNE 2012
1:3000
09-004
Title:
Notes:
Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
STUDY AREA
AND
JURISDICTIONAL
STREAM AND
WETLAND AREAS
Project:
Location:
³
£¤70
§¨¦85
Legend
Study area
Jurisdictional streams
Jurisdictional wetlands
!(Field-located data point
Direction of flow
Approximate center of rail line
NCDOT roads
4-foot elevation contours
£¤29 Business
Stream 29
FIGURE
1000100 50
Feet 2S
Wetland 29
67
0
6 66
66
2
658
67
4
678
6
8
2
68
6
65
4
6
9
0
69
4
6
9
8
70
2
67
0
6
7
8
65
8
66
6
6
6
2
6
5
4
Wetland 30 Wetland 31
Stream 28
Hamby Creek
Stream 30
Stream 30
Stream 31
P r e p a r e d f o r :
D a v i d s o n C o u n t y , N C
B O W E R S T O L A K E
R A I L I M P R O V E M E N T S
D r a w n b y :
D a t e :
S c a l e :
P r o j e c t N o .:
S G D
S E P 2 0 1 2
1 :1 8 ,0 0 0
0 9 -0 0 4
T i t l e :
N o t e s :B a c k g r o u n d i m a g e r y s o u r c e :S o i l S u r v e y o f D a v i d s o n C o u n t y (1 9 9 4 ) p r o v i d e d b y t h e N a t u r a l R e s o u r c e s C o n s e r v a t i o n S e r v i c e (N R C S ), U S D e p a r t m e n t o f A g r i c u l t u r e (M a p 6 ).
P R O P O S E D M I T I G A T I O N B A N K L O C A T I O N A N D S O I L S U R V E Y M A P P I N G
P r o j e c t :
L o c a t i o n :
³
£¤7 0
§¨¦8 5
L e g e n d
C -4 9 0 1 p r o j e c t a r e a P r o p o s e d m i t i g a t i o n b a n k l o c a t i o n
£¤2 9
F I G U R E
³
0 0 .5 1 1 .5 0 .2 5 M i l e s
C -4 9 0 1 C l o c a t i o n
C -4 9 0 1 B l o c a t i o n
P r o p o s e d L e e S m i t h R o a d M i t i g a t i o n B a n k
D a v i d s o n C o u n t y
£¤6 4
3
WETLAND/ STREAM IMPACTS
E NGLISH
SITE 1
SITE 2
SITE 3
NOTES:
TO THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED

POT STA 34+80.00 -L-
END TIP PROJECT C-4901B

POT STA. 13+90.00 -L-
BEGIN TIP PROJECT C-4901B
T
O G R
E
E
N S
B
O R
O
T
O C
H A R
L
O T
T
E
4
5

BOUNDARIES
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL
T O
L E X I
N
G
T O
N
T
O T
H O M A S
V I L
L
E
POT STA. 14+00.00 -Y1-
BEGIN CONSTRUCTION
-Y1-
-L -
JUNE 19, 2013 DAVID GARRETT
DAVIDSON COUNTY
UPPER LAKE RD. GRADE SEPARATION OVER
NCRR/NS RAILROAD

PAVING, GRADING, DRAINAGE AND STRUCTURES

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
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER

HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
C-4901B
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
C
-
4
9
0
1 B

A
R
T
M E N
N
A
S
O
H
D
C
N
RAIL DIVISIONS
STATE OF NORTH CAROLINA
NC DEPARTMENT OF
TRANSPORTATION
C N N C N O R T H C A R O L I N A
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
D
E
P
T
O
F T R A S P O R T
T
I O
N
T
A T E O F N R T
C A R
O
L I
N
A
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SUBMITTAL:
DATE:
25 50 100 50
25 50 100 50
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
0 0
DHV
D
T
V
=
=
=
=
=
=
1080
2400
11
55
36
50
%
%
MPH
ADT
ADT
2013
2035
% *
* TTST =3%
FUNC CLASS =
LOCAL
DESIGN DATA
DUAL 33%
RALEIGH, NORTH CAROLINA
S R 2 0 2 4
PROJECT
BEGIN
PROJECT
END
O L D U S H W Y 2 9
L A K E R D .
N C R R /N S R R
INTERSTATE
85
INTERSTATE
85

EDWARD S. ROBBINS P.E.
SR 2020
LOWER LAKE RD.
S
R 2 0 0 5
T
U
R
N
E
R
R
D .S
R
2
0
1 4
S R 2 0 1 0
S R 1 7 9 7
S
R
2
1 2
3
S R 2 0 2 8
-D R V -
S R 2 0 2 4
TIP PROJECT C-4901B = 0.092 MILES
LENGTH STRUCTURE
TIP PROJECT C-4901B = 0.396 MILES
TOTAL LENGTH
TIP PROJECT C-4901B = 0.304 MILES
LENGTH ROADWAY
2012 STANDARD SPECIFICATIONS
N C
R
R
/N S
R
A I L
R
O A D
H A M B
Y
C
R
E
E
K T
R
I B
U T
A R
Y
See Sheet 1-B For Index of Sheets
of Transportation in the office of:
Prepared for the North Carolina Department
Fax: [phone]
Bus: 919-854-1345
License No,: F-0246
Raleigh NC 27606
Suite 217
5540 Centerview Drive
NCDOT CONTACT:SANDRA A. STEPNEY P.E.
SENIOR PROJECT ENGINEER
ENGINEERING & SAFETY BRANCH:
STA. 23+26.42
BEGIN BRIDGE
STA. 28+09.50
END BRIDGE
DETOUR ROUTE
U P P E R
49010.1.STR05T1B
49010.1.STR06T3
APRIL 30, 2012
R
/
W
R
E
V
I S
I O
N
:

0
9
/
1 2
/
1 2
, R
E
V
I S
E
D

T
C
E

&

P
D
E

A
L
O
N
G

P
A
R
C
E
L
1 B

F
O
R

D
R
I
V E
W A
Y
E
N
T
R
A
N
C
E
.
R
/
W
R
E
V
I S
I O
N
:

0
6
/
1 5
/
1 2
, R
E
M
O
V
E
D

R
/
W
A
N
D

T
C
E

F
R
O
M
J

&

J

M
A
R
C
H

L
L
C

P
A
R
C
E
L
, A
D
D
E
D

R
/
W
O
N

R
I C
H
A
R
D

L

E
C
H
E
R
D

P
A
R
C
E
L

R/W

PE, UTIL PE
43219.2.STR02C4901

PE, UTIL PE
October 5, 2012
nd
PLFI - 2
S O U T H E R N
H o l l y G r o v e
VICINITY MAP
N
S
R
S
2
0
0
7
N
A
D
8
3
/
N
S
R
S
2
0
0
7
N
A
D
8
3 /
(V
e
r
s
i
o
n

1
.
2
;

R
e
l
e
a
s
e
d

S
e
p
t
e
m
b
e
r

2
0
1
1
)
C-
4
9
0
1
B
Co
u
n
t
y
(
i
e
s
)
:
Da
v
i
d
s
o
n

Page 1 of 1
Pr
o
j
e
c
t

T
y
p
e
:
Date:
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
:
Ha
m
b
y

C
r
e
e
k

T
r
i
b
u
t
a
r
y

(
J
i
m
m
y
s

C
r
e
e
k
)
12
-
1
1
9
-
7
-
4
-
2
Su
p
p
l
e
m
e
n
t
a
l
:

be
l
a
m
@
s
u
n
g
a
t
e
d
e
s
i
g
n
.
c
o
m
2-
L
a
n
e

S
h
o
u
l
d
e
r

S
e
c
t
i
o
n

w
i
t
h

g
r
a
s
s

s
w
a
l
e
s
2-
L
a
n
e

S
h
o
u
l
d
e
r

S
e
c
t
i
o
n

w
i
t
h

g
r
a
s
s

s
w
a
l
e
s
N/
A
NC
D
W
Q

S
t
r
e
a
m

I
n
d
e
x

N
o
.
:
Pr
i
m
a
r
y
:

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
.
:
C-
4
9
0
1
B
Ma
r
s
h
a
l
l

C
l
a
w
s
o
n
Ge
n
e
r
a
l

P
r
o
j
e
c
t

I
n
f
o
r
m
a
t
i
o
n
Ad
d
r
e
s
s
:
5/9/2012
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
Ro
a
d
w
a
y

R
e
l
o
c
a
t
i
o
n
Su
n
g
a
t
e

D
e
s
i
g
n

G
r
o
u
p
Re
f
e
r
e
n
c
e
s

900
1.
6
2
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
)
:
24
0
0
91
5

J
o
n
e
s

F
r
a
n
k
l
i
n

R
o
a
d
Ra
l
e
i
g
h
,

N
C

2
7
6
1
0
Ra
l
e
i
g
h
,

N
C

2
7
6
0
6
91
9
-
8
5
9
-
2
2
4
3
10
2
0

B
i
r
c
h

R
i
d
g
e

R
o
a
d
Ad
d
r
e
s
s
:
Le
x
i
n
g
t
o
n
,

N
C
91
9
-
7
0
7
-
6
7
1
3
ac.
Ge
n
e
r
a
l

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
:
C-
4
9
0
1
B

i
n
v
o
l
v
e
s

t
h
e

r
e
a
l
i
g
n
m
e
n
t

o
f

U
p
p
e
r

L
a
k
e

R
o
a
d
t
o

f
a
c
i
l
i
t
a
t
e

a

g
r
a
d
e

s
e
p
a
r
a
t
i
o
n

(
b
r
i
d
g
e
)

o
v
e
r

N
o
r
fo
l
k

S
o
u
t
h
e
r
n

R
R

a
n
d

a

T
r
i
b
u
t
a
r
y

t
o

H
a
m
b
y

C
r
e
e
k
.

E
x
isting drainage
pa
t
t
e
r
n
s

w
e
r
e

m
a
i
n
t
a
i
n
e
d

w
i
t
h

t
h
e

u
s
e

o
f

g
r
a
s
s

s
w
a
l
es

a
n
d

r
i
p

r
a
p

d
i
t
c
h
e
s

w
h
e
r
e

a
p
p
l
i
c
a
b
l
e
.

A
l
s
o
,

2
:
1

sl
o
p
e
s

w
e
r
e

u
s
e
d

i
n

f
i
l
l

a
r
e
a
s
,

r
e
d
u
c
i
n
g

p
e
r
m
a
n
e
n
t

impacts to adjacent
we
t
l
a
n
d
s
.

B
r
i
d
g
e

D
e
c
k

d
r
a
i
n
s

w
i
l
l

n
o
t

b
e

u
s
e
d

o
n

t
h
is

p
r
o
j
e
c
t
,

r
e
d
u
c
i
n
g

i
m
p
a
c
t
s

t
o

s
u
r
f
a
c
e

w
a
t
e
r
s

a
s
s
o
ci
a
t
e
d

w
i
t
h

d
i
r
e
c
t

r
o
a
d
w
a
y

r
u
n
o
f
f
.
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
:

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
Ya
d
k
i
n
-
P
e
e

D
e
e
Co
n
t
r
a
c
t
o
r

/

D
e
s
i
g
n
e
r
:
mc
l
a
w
s
o
n
@
n
c
d
o
t
.
g
o
v
Da
v
i
d
s
o
n
No
Ci
t
y
/
T
o
w
n
:
No
n
e
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
30
3
(
d
)

I
m
p
a
i
r
m
e
n
t
s
:
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
e
Pr
o
j
e
c
t

D
e
s
c
r
i
p
t
i
o
n
No
n
e
Bu
f
f
e
r

R
u
l
e
s

i
n

E
f
f
e
c
t
Ru
r
a
l
,

R
o
c
k

Q
u
a
r
r
y
0.
3
9
6

m
i
l
e
s
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
)
:

Pr
o
j
e
c
t

B
u
i
l
t
-
U
p
o
n

A
r
e
a

(
a
c
.
)
Pr
o
p
o
s
e
d

P
r
o
j
e
c
t
1.
2
8
ac
.
Ex
i
s
t
i
n
g

S
i
t
e
Su
r
r
o
u
n
d
i
n
g

L
a
n
d

U
s
e
:

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
nt

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

SW
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

We
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
1
4
+
5
2

t
o

1
7
+
0
0

-
L
-
R
o
a
d
w
a
y
0
.
0
1
0
.
0
1
0
.
0
1
<
0
.
0
1
1
8
9
3
4
2
2
0
+
2
2

t
o

2
3
+
9
6

-
L
-
R
o
a
d
w
a
y
0
.
4
0
<
0
.
0
1
0
.
0
3
0
.
0
4
0
.
0
2
0
.
0
1
151
3
2
8
+
3
0

t
o

3
0
+
0
0

-
L
-
R
o
a
d
w
a
y
0
.
1
3
0
.
0
5
0
.
0
3
0
.
0
1
8
7
TO
T
A
L
S
:
0.
5
4
0
.
0
5
0
.
0
3
0
.
0
8
0
.
0
2
0
.
0
3
<
0
.
0
1
4
2
7
3
4
AT
N

R
e
v
i
s
e
d

3
/
3
1
/
0
5
SH
E
E
T

10/23/2012
WB
S

-

4
9
0
1
0
.
1
.
S
T
R
0
5
T
1
B

(
C
-
4
9
0
1
B
)

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
RAIL DIVISION
N
A
D
8
3 /
N
S
R
S
2
0
0
7
M
A
T
C
H
L
I
N
E
-
L
-

S
T
A .
2
4
+
5
0

S
E
E
S
H
E
E
T
5
-L-
2
5
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
N
A
D
8
3 /
N
S
R
S
2
0
0
7
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 C-4901B
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
TYPE B-77
TYPE B-77 TYPE B-77
TYPE B-77
R
/
W
R
E
V
I S
I O
N
:

0
9
/
1 2
/
1 2
, R
E
V I
S
E
D

T
C
E

&

P
D
E

A
L
O
N
G

P
A
R
C
E
L

1 B

F
O
R

D
R
I V
E
W A
Y
E
N
T
R
A
N
C
E
.
1
0
1
5
2
0
G R A U 3 5 0
G R A U 3 5 0

POT STA. 13+90.00 -L-
BEGIN TIP PROJECT C-4901B
E L E V .=6 7 4 .3 5 ’
2 2 0 .3 1 ’ R T
-B L - S T A .1 3 2 +3 3 .8 2
BM#5
B A R R
E
L
S
2
-
5
’x
7
’
A A T
U R
R A P R I P
S T E E L & W O O D B R I D G E # 1 7 7
C
4
9
0
1
G
P
S
-
3
-
B
Y
1 -

6
1
3 6 "
C
M P
CONC BST
GR
GR
MTL
A/G TANK
6
0
" B
L
K

W A
L
L
A/G TANK
6
0
" B L
K W A L
L
CONC
GR
SOIL
6 0 " P L A S T I C
M T L G A T E
18" RCP
BST 1 8 " R C P
12" RCP
S
O I L
W W
W O O D
W W
W O O D
S E A T =6 7 4 .5 1 ’
S E A T =6 7 4 .4 5 ’
S E A T =6 7 4 .4 0 ’
S E A T =6 7 4 .3 8 ’
7 8 9 10
T U R N E R R D S R 2 0 2 0 2 4 ’ B S T
6 8 1 .4 4 ’
INV=
6 8 6 .2 3 ’
INV=3 6 "C
M P
E X I S T I N G R /W
E X I S T I N G R /W
6
0
.
0
0
’
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
S
4
8
5
2
’3
2
" W
3
2
5
.2
3
’
N
4 8
1 0
’2
6
" W
1 5 6 .
5
1 ’
E
I P
E I P
T E R R Y F . & T A M A R A H . S I M M O N S
D B 1 0 7 0 P G 1 7 0 8
P L A N T
A S P H A L T
GR
T
T
4" PL
4 " P L
1B
1B
1B
W E 6 6 7 .1 ’
W E 6 6 6 .3 ’
UPPER LAKE RD SR 2024 25’ BST
H A M B
Y C R
E
E
K T
R
I B
U T A R
Y
F
F
C
C F F
F
F
F
F
F
F
F F F
C
F
F F F F
F C C
C
C
C
F
1 8
" R
C
P
RETAIN
REMOVE
EST. 5 SY FF
EST. 1 TON
CL ’B’ RIP RAP
RETAIN
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
EST 20 SY FF
EST 10 TONS
CL ’I’ RIP RAP
3 6 " C S P
EXTEND COLLAR AND
SEE DETAIL #4
SPEC. LAT. ’V’ DITCH
SEE DETAIL #1
W/ PSRM
SPEC. LAT. ’V’ DTICH
SEE DETAIL #3
W/ CL ’I’ RIP RAP ON BANKS ONLY
LAT. 3’ BASE DITCH W/ 3’ BERM
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
SEE DETAIL #5
W/ CL ’B’ RIP RAP
LAT. 2’ BASE DITCH W/ 3’ BERM
1 5
" R C P -I V
ELBOWS
15" W/
REMOVE
3
6
" C
S
P
TO BEGIN BRIDGE
STA. 23+05 -L- LT
SBG
TO BEGIN BRIDGE
STA. 22+88 -L- RT
SBG
SEE DETAIL #10
TOE PROTECTION
TB 2GI
TB 2GI
63’
+01
82’
+25
w/MH
TB JB
3
6 "
C S
P
SEE DETAIL #6
W/ CL ’B’ RIP RAP
W/ 5’ BERM
LAT. 4’ BASE DITCH
SEE DETAIL #1
W/ PSRM
SPEC. LAT. ’V’ DITCH
1 5
"

R C
P
-
I V
SEE DETAIL #7
SLOPE=1.5%
EST. DDE=85 CY
TAIL DITCH
REMOVE
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL IN F F
SITE 1
SITE 2
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
N
A
D
8
3 /
N
S
R
S
2
0
0
7
M
A
T
C
H
L
I
N
E
-
L
-

S
T
A .
2
4
+
5
0

S
E
E
S
H
E
E
T
5
-L-
2
5
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
N
A
D
8
3 /
N
S
R
S
2
0
0
7
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 C-4901B
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
TYPE B-77
TYPE B-77 TYPE B-77
TYPE B-77
R
/
W
R
E
V
I S
I O
N
:

0
9
/
1 2
/
1 2
, R
E
V I
S
E
D

T
C
E

&

P
D
E

A
L
O
N
G

P
A
R
C
E
L

1 B

F
O
R

D
R
I V
E
W A
Y
E
N
T
R
A
N
C
E
.
1
0
1
5
2
0
G R A U 3 5 0
G R A U 3 5 0

POT STA. 13+90.00 -L-
BEGIN TIP PROJECT C-4901B
E L E V .=6 7 4 .3 5 ’
2 2 0 .3 1 ’ R T
-B L - S T A .1 3 2 +3 3 .8 2
BM#5
B A R R
E
L
S
2
-
5
’x
7
’
A A T
U R
R A P R I P
S T E E L & W O O D B R I D G E # 1 7 7
C
4
9
0
1
G
P
S
-
3
-
B
Y
1 -

6
1
3 6 "
C
M P
CONC BST
GR
GR
MTL
A/G TANK
6
0
" B
L
K

W A
L
L
A/G TANK
6
0
" B L
K W A L
L
CONC
GR
SOIL
6 0 " P L A S T I C
M T L G A T E
18" RCP
BST 1 8 " R C P
12" RCP
S
O I L
W W
W O O D
W W
W O O D
S E A T =6 7 4 .5 1 ’
S E A T =6 7 4 .4 5 ’
S E A T =6 7 4 .4 0 ’
S E A T =6 7 4 .3 8 ’
7 8 9 10
T U R N E R R D S R 2 0 2 0 2 4 ’ B S T
6 8 1 .4 4 ’
INV=
6 8 6 .2 3 ’
INV=3 6 "C
M P
E X I S T I N G R /W
E X I S T I N G R /W
6
0
.
0
0
’
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
M A R T I N M A R I E T T A M A T E R I A L S I N C
D B 8 9 2 P G 3 0 9
S
4
8
5
2
’3
2
" W
3
2
5
.2
3
’
N
4 8
1 0
’2
6
" W
1 5 6 .
5
1 ’
E
I P
E I P
T E R R Y F . & T A M A R A H . S I M M O N S
D B 1 0 7 0 P G 1 7 0 8
P L A N T
A S P H A L T
GR
T
T
4" PL
4 " P L
1B
1B
1B
W E 6 6 7 .1 ’
W E 6 6 6 .3 ’
UPPER LAKE RD SR 2024 25’ BST
H A M B
Y C R
E
E
K T
R
I B
U T A R
Y
F
F
C
C F F
F
F
F
F
F
F
F F F
C
F
F F F F
F C C
C
C
C
F
6 6 4
6
6
4
6 6 4
6 6 4
6
6
5
6
6
5
6
6
5
6
6
5
6 6 5
6
6
5
6 6 5
6 6 5
6
6
6
6 6 6
6
6
6
6 6 6
6
6
6
6
6
6
6
6
6
6 6 6
6
6
6
6
6
6
6
6
6
6 6 7 6
6
7
6 6 7
6
6
7
6
6
7
6
6
7
6 6 7
6
6
7
6
6
7
6 6 7
6 6 7
6
6
7
6 6 7
6 6 7
6 6 7
6
6
8
6 6 8
6 6 8
6 6 8
6 6 8
6 6 8
6
6
8
6
6
8
6
6
8
6
6
8
6
6
8
6
6
8
6 6 8
6 6 8
6 6 8
6
6
8
6 6 8
6 6 8
6 6 9
6 6 9
6
6
9
6
6
9
6
6
9
6 6 9
6 6 9
6 6 9
6
6
9
6
6
9
6
6
9
6 6 9
669
6
6
9
6
6
9
669
6 6 9
6
6
9
6
6
9
6 6 9
6 6 9
6
7
0
6
7
0
6
7
0
6 7 0 6 7 0 6
7
0
6 7 0
6
7
0
6
7
0
6
7
0
6
7
0
670
6
7
0
6
7
0
6 7 0
6
7
0
6
7
0
670 6
7
0
6 7 0
6
7
0
6
7
0
6
7
0
6
7
0
6
7
0
6
7
0
6
7
0
6 7 0
6 7 0 6 7 0
6 7 0 670
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6
7
0
6 7 0
6
7
0
6
7
1
6
7
1
6
7
1
6
7
1
6
7
1
6 7 1
6
7
1
6
7
1
6
7
1
6
7
1
6
7
1
6
7
1
6
7
1
671
6 7 1
6
7
1
6
7
1
6
7
1
6 7 1
6
7
1
6 7 1
6
7
1
6
7
1
6 7 1
6
7
1
6
7
2
6
7
2
6
7
2
6 7 2
6
7
2
6 7 2
672
6 7 2
6 7 2
6 7 2
6 7 2
672
6 7 2
6 7 2
6
7
2
6 7 2
6 7 2
6 7 2
6 7 2
6
7
3
6
7
3
6
7
3
6
7
3
6
7
3
6
7
3
6 7 3
6 7 3
6
7
3
6 7 3
673
6 7 3
6 7 3
6 7 3
6
7
3
6 7 3
6
7
3
6 7 3
673
6 7 3
6
7
3
6 7 3
6
7
4
6
7
4
6 7 4
6
7
4
6
7
4
6
7
4
674
6 7 4
6 7 4
6 7 4
6 7 4
6 7 4
6
7
4
6 7 4
6
7
4
6 7 4
6 7 4
6 7 4
674
6
7
5
675
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6 7 5
6
7
5
6
7
5
6
7
5
6 7 5
6 7 5
6
7
5
6
7
5
6 7 5
6 7 5
6 7 5
6
7
5
6
7
5
6 7 5
6 7 5
6
7
5
6
7
5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 6
6
7
6
6
7
6
6
7
6
6 7 6
6
7
6
6 7 6
6 7 6
6 7 6
6 7 6
6
7
6
6
7
6
6 7 6
6
7
6
6
7
6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 7
6
7
7
6
7
7
6
7
7
6
7
7
6 7 7
6 7 7
6 7 7
6
7
7
677
6
7
7
6 7 7
6
7
7
6
7
7
6 7 7
6 7 7
6 7 7
6
7
7
6
7
8
6
7
8
6
7
8
6
7
8
6
7
8
6 7 8
6 7 8
6 7 8
6 7 8 6 7 8
6
7
8
6 7 8
6 7 8
6 7 8
6
7
9
6
7
9
6
7
9
6
7
9
6
7
9
6
7
9
6
7 9
6 7 9
6 7 9
6
7
9
6
7
9
6 7 9
6
7
9
6 7 9
6 7 9
6 8 0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6 8 0
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
6 8 0
6
8
0
6 8 0
6 8 0
6 8 0
6 8 0
6
8
0
6
8
0
6
8
0
6
8
0
6 8 0 6 8 0
6 8 0
6 8 0
6
8
0
6
8
1
6
8
1
6
8
1
6 8 1
6
8
1
6
8
1
6
8
1
6 8 1
6
8
1
6
8
1
6
8
1
6
8
1
6 8 1
6
8
1
6
8
2
6 8 2
682
6 8 2
6
8
2
6
8
2
6 8 2
6
8
2
6
8
2
6
8
2
6 8 2
6 8 2
6
8
3
6
8
3
683
6 8 3
6
8
3 6 8 3 6
8
3
6
8
3
6
8
3
6 8 3
6
8
4
6
8
4
6 8 4
6 8 4
6
8
4
6 8 4
6 8 4
6
8
4
6
8
4
6 8 4
6 8 4
6 8 5
6 8 5
6
8
5
6 8 5
685
685
6
8
5
6 8 5
6
8
5
6
8
5
6 8 5
6 8 5
6 8 5
6
8
5
6
8
5
6 8 5
6 8 5 6 8 5 6 8 5
6
8
6
6
8
6
6 8 6
6 8 6
6 8 6
6
8
6
6 8 6
6 8 6
6
8
6
6 8 6
6
8
6
6
8
7
6 8 7
6 8 7
6 8 7
6
8
7
6 8 7
6 8 7
6
8
7
6 8 7
6
8 7
6 8 7
6
8
8
6 8 8
688
6 8 8
6
8
8
6 8 8
6 8 8
6 8 8
6 8 8
6
8
8
6
8
8
6 8 9
6
8
9
6 8 9
689
6
8
9
6 8 9
6 8 9
6
8
9
6 8 9
6 8 9
6
9
0
6 9 0
6 9 0
6
9
0
6 9 0
690
6
9
0
6 9 0
6 9 0
6 9 0
6 9 0
6
9
0
6
9
0
6
9
0
6 9 0
6 9 0
6 9 0
6 9
0
6
9
0
6 9 1
6 9 1
6 9 1
6
9
1
6 9 1
691
6
9
1
6 9 1
6 9 1
6 9 1
6
9
1
6 9 2
6
9
2
6 9 2
6 9 2 6 9 2
692
6
9
2
6 9 2
6 9 2
6 9 2
6 9 2
6 9 2
6 9 3
6 9 3
6 9 3
6
9
3
6 9 3
693
6
9
3
6 9 3
6 9 3
6 9 3
6 9 3
6 9 3
6
9
4
6
9
4
6 9 4
6
9
4
6
9
4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 5
6
9
5
6
9
5
6
9
5
6 9 5
6 9 5
6
9
5
6 9 5
6 9 5
6
9
5
6 9 5
6 9 5
6 9 5 6
9
5
6 9 5
6 9 5
6 9 5
695
6
9
5
6 9 5
6 9 5 6 9 5
6 9 5 6 9 5
6 9 5
6
9
6
6 9 6
6 9 6
6
9
6
6
9
6
6 9 6
6 9 6
6 9 6
696
6 9 6
6 9 6 6 9 6 6 9 6
6 9 6
6 9 7
6
9
7
6 9 7
6 9 7
6 9 7
6 9 7
6
9
7
6 9 7
6 9 7
6 9 7
6 9 7 6 9 8
6
9 8
6
9
8
698
6
9 8
6 9 8
6
9
8
6
9
8
698
6 9 8
6
9
8
6 9 9
6 9 9
6
9
9
6
9
9
6 9 9
6
9
9
6 9 9
6
9
9
699
6 9 9
6 9 9
7 0 0
7 0 0
7 0 0
7
0
0
7
0
0
7
0
0
7
0
0
7 0 0
7
0
0
7
0
0
7 0 0
7 0 0
7
0
0
7
0
0
700
7 0 0
7
0
0
7
0
0
7 0 0
7 0 1
7
0
1 7 0 1
7 0 1
7 0 1
7
0
1
7 0 1
7 0 1
7
0
1
7 0 1
7 0 2
7
0
2
7
0
2
7 0 2
7 0 2
7 0 2
7 0 2
7
0
2
7 0 2
7 0 2 703
7
0
3
7 0 3
7 0 3
7
0
3
7
0
3
7 0 3
7 0 3
7
0
3
7 0 3
7
0
3
7 0 4
7 0 4 7 0 4
7 0 4
7 0 4
7 0 4
7 0 4
7 0 4
7 0
4
7 0 4
7
0
4
7 0 4
7 0 5
7 0 5 7
0
5
7 0 5
7
0
5
7
0
5
7
0
5
7
0
5
7 0 5
7 0 5
7 0 5
7 0 5
7 0 5
7
0
5
7
0
5
7 0 5
7 0 5
7 0 5
7
0
5
7 0 5
7 0 6
7 0 6
7
0
6
7 0 6
7 0 6
7 0 6
7 0 6
7 0 6
7
0
6
7
0
6 7 0 7
707 7
0
7
7
0
7
7 0 7
7
0
7
7 0 7
7
0
7
7 0 7
7
0
8
7
0
8
7
0
8
7 0 8
7
0
8
7
0
8
7 0 8
7 0 8
7
0
8
7
0
8
7 0 9
7 0 9
7 0 9
7 0 9
7
0
9
7
0 9
7
0
9
7 0 9
7 0 9
7 0 9 7
1 0
7
1 0
7 1 0
7 1 0
7
1
0
7 1 0
7
1 0
7 1 0 7 1 0
7 1 0
7 1 0
7 1 0
7
1 0
7 1 0
7
1
0
7 1 0
7 1 0
7 1 0
7 1 0
7
1 1
7 1 1
7 1 1
7
1 1
7
1
1
7 1 1
7
1 1
7 1 1
7
1 1
7
1 2
7 1 2
712
7
1 2
7
1
2
7 1 2
7
1
2
7
1 2
7
1
3
7 1 3
7
1 3
7
1
3
7
1 3
7 1 3
7 1 3
7 1 3
7 1 4
7
1
4
7 1 4
7
1
4
714
7 1 4
7 1 4
7
1 5
7 1 5
7 1 5
7 1 5
7
1 5
7 1 5
715
7
1
5
7
1 5
7 1 5
7
1 5
7 1 5
7
1 5
7
1 5
7 1 5
7 1 6
7
1
6
716
7 1 6
7 1 6
7 1 6
7 1 6
7 1 7
7
1 7
7 1 7
7
1
7
7 1 7
7 1 7
7
1 7
7 1 8
7
1
8
7 1 8
7
1
8
7 1 8
7 1 8
7 1 8
7 1 9
7 1 9
7 1 9
7
1
9
7 1 9
7 2 0
7 2 0
7
2
0
7
2
0
7 2 0 7 2 0
7 2 0
7 2 0
7 2 0
7 2 0
7
2
0
721
7 2 1
7
2
1
7 2 1
7
2
1
7 2 2
7 2 2
7
2
2
7 2 2
7
2
2
7 2 3
7 2 3
7
2
3
7
2
3
7
2
3
7 2 4
7 2 4
7
2
4
7 2 4
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7
2
5
7 2 5
7 2 6
7 2 6
7 2 6
7 2 6
7 2 6
727
7 2 7
7
2
7
7
2
7
7 2 8
7 2 8
7
2
8
7 2 8
7 2 8
7 2 9
7
2
9
7 2 9
7 3 0
7 3 0
7
3
0
7 3 0
7 3 1
7
3
1
7 3 2
7
3
2
7
3
3
7
3
3
7 3 4
7 3 5
7 3 5
7 3 6 7 3 7 7 3 8
7
4
0
1 8
" R
C
P
RETAIN
REMOVE
EST. 5 SY FF
EST. 1 TON
CL ’B’ RIP RAP
RETAIN
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
EST 20 SY FF
EST 10 TONS
CL ’I’ RIP RAP
3 6 " C S P
EXTEND COLLAR AND
SEE DETAIL #4
SPEC. LAT. ’V’ DITCH
SEE DETAIL #1
W/ PSRM
SPEC. LAT. ’V’ DTICH
SEE DETAIL #3
W/ CL ’I’ RIP RAP ON BANKS ONLY
LAT. 3’ BASE DITCH W/ 3’ BERM
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
SEE DETAIL #5
W/ CL ’B’ RIP RAP
LAT. 2’ BASE DITCH W/ 3’ BERM
1 5
" R C P -I V
ELBOWS
15" W/
REMOVE
3
6
" C
S
P
TO BEGIN BRIDGE
STA. 23+05 -L- LT
SBG
TO BEGIN BRIDGE
STA. 22+88 -L- RT
SBG
SEE DETAIL #10
TOE PROTECTION
TB 2GI
TB 2GI
63’
+01
82’
+25
w/MH
TB JB
3
6 "
C S
P
SEE DETAIL #6
W/ CL ’B’ RIP RAP
W/ 5’ BERM
LAT. 4’ BASE DITCH
SEE DETAIL #1
W/ PSRM
SPEC. LAT. ’V’ DITCH
1 5
"

R C
P
-
I V
SEE DETAIL #7
SLOPE=1.5%
EST. DDE=85 CY
TAIL DITCH
REMOVE
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL IN F F
SITE 1
SITE 2
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
HC HC
CLEARING
DENOTES HAND
T T FILL IN WETLAND
DENOTES TEMPORARY
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
M
A T C
H
L I N
E -
L -
S T A . 2
4
+
5
0
S E E S H
E E T 4
N
A
D

8
3
/ N
S
R S

2
0
0
7
D
C
N
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5 C-4901B
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
2
5
3
0
3
5
G R A U 3 5 0
1
2
’
1
2
’
1 2
’1 2
’
5
’
5
’
3
4
’ F
/
F
POT STA. 14+00.00 -Y1-
BEGIN CONSTRUCTION
1
5
6
’6
’

POT STA 34+80.00 -L-
END TIP PROJECT C-4901B
G R A U
3 5 0
R = 50’
+45.19 -L-R = 50’
+64.15 -L-
R = 40’
+64.15 -L-
R = 50’
+78.46 -L-
R = 30’
+10.99 -L-
GATE
INSTALL
R = 20’
+50.20 -L-
OBLITERATE
C U L V E R T
C O N C R E T E 3 6 "x 3 6 "
T
T
A A T U R
A A T U R
C A S E C R O S S I N G
A A T U R
S I G N A L
W E 6 6 9 .9 ’
W E 6 6 7 .1 ’
W E 6 7 1 .5 ’
W E

6
7
0
.7 ’
W E 6 7 0 .1 ’
W E
6 7 0 .2 ’
W E 6 7 0 .0 ’
G R
4
8 "
W
O O D
1 2 ’ B S T
G R
7 2 " C H L
#3 1 1
R /R M I L E P O S T
F /
G
P O
S T S
F /
G
P O
S T S
G A T E C A B L E
M T L P O S T S
M T L G R W /
M
T
L
W /
M
T L
P O
S T S
G A T E C A B L E
S
S
S I G A R M C R O S S
A R M C R O S S
v
S
G A T E W D
7 2 " W D S /R
7 2 " W D S /R
W A L L 4 8 " R O C K
G A T E W D
W D P O S T W / R O P E
M T L
P O L E F L A G
W / R O P E
W D P O S T
1 S
B
L
K
B
U
S
C O N C
C O N C
B S T
S C A L E
B S T G R
G R
1 6 ’ B
S
T
2 3 ’ B S T
P O L E F L A G
6
0
.
0
0
’
E X I S T I N G R /W
E X I S T I N G R /W
E X
I S T
I N G
R
/W
E X
I S T
I N G
R
/W
4 " S T L
6 " P V C (D A T U R )
4 " P L (D A T U R )
6 " P V C (D A T U R )
4 "
P L (
D
A
T U
R )
4 "P L
(
D
A
T
U
R
)
H A M B Y C R E E K T R I B U T A R Y
U P P E R L A K E R D S R 2 0 2 4 2 5 ’ B S T
H A M B Y C R E E K T R I B U T A R Y
MARTIN MARIETTA MATERIALS INC
E X I S T I N G R A I L R O A D R /W
F C
ELBOWS
15" W/
EST. 5 SY FF
EST. 1 TON
CL ’B’ RIP RAP
SEE DETAIL #8
W/ CL ’B’ RIP RAP
SPEC. LAT. ’V’ DITCH
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
GRADE TO DRAIN
ELIMINATE CUT DITCH
SEE DETAIL #8
W/ CL ’B’ RIP RAP
SPEC. LAT. ’V’ DITCH
1 5
"
R
C
P
-I V
HW
EST. S.Y. FF=38
EST. TONS=17
CLASS I RIP RAP
4 8 " S C P (D E S I G N E D B Y O T H E R S )
SEE DETAIL #9
TOE PROTECTION
TB 2GI
TB 2GI
TO STA. 31+50 -L- LT
FROM BEGIN BRIDGE
SBG
WETLAND
DENOTES FILL IN F F
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
F
F
F
F
F
F
C F
F
F
F
F F
F
F
C
F
F
C
F
F
F
M
A T C
H
L I N
E -
L -
S T A . 2
4
+
5
0
S E E S H
E E T 4
N
A
D

8
3
/ N
S
R S

2
0
0
7
D
C
N
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5 C-4901B
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
2
5
3
0
3
5
G R A U 3 5 0
1
2
’
1
2
’
1 2
’1 2
’
5
’
5
’
3
4
’ F
/
F
POT STA. 14+00.00 -Y1-
BEGIN CONSTRUCTION
1
5
6
’6
’

POT STA 34+80.00 -L-
END TIP PROJECT C-4901B
G R A U
3 5 0
R = 50’
+45.19 -L-R = 50’
+64.15 -L-
R = 40’
+64.15 -L-
R = 50’
+78.46 -L-
R = 30’
+10.99 -L-
GATE
INSTALL
R = 20’
+50.20 -L-
OBLITERATE
C U L V E R T
C O N C R E T E 3 6 "x 3 6 "
T
T
A A T U R
A A T U R
C A S E C R O S S I N G
A A T U R
S I G N A L
W E 6 6 9 .9 ’
W E 6 6 7 .1 ’
W E 6 7 1 .5 ’
W E

6
7
0
.7 ’
W E 6 7 0 .1 ’
W E
6 7 0 .2 ’
W E 6 7 0 .0 ’
G R
4
8 "
W
O O D
1 2 ’ B S T
G R
7 2 " C H L
#3 1 1
R /R M I L E P O S T
F /
G
P O
S T S
F /
G
P O
S T S
G A T E C A B L E
M T L P O S T S
M T L G R W /
M
T
L
W /
M
T L
P O
S T S
G A T E C A B L E
S
S
S I G A R M C R O S S
A R M C R O S S
v
S
G A T E W D
7 2 " W D S /R
7 2 " W D S /R
W A L L 4 8 " R O C K
G A T E W D
W D P O S T W / R O P E
M T L
P O L E F L A G
W / R O P E
W D P O S T
1 S
B
L
K
B
U
S
C O N C
C O N C
B S T
S C A L E
B S T G R
G R
1 6 ’ B
S
T
2 3 ’ B S T
P O L E F L A G
6
0
.
0
0
’
E X I S T I N G R /W
E X I S T I N G R /W
E X
I S T
I N G
R
/W
E X
I S T
I N G
R
/W
4 " S T L
6 " P V C (D A T U R )
4 " P L (D A T U R )
6 " P V C (D A T U R )
4 "
P L (
D
A
T U
R )
4 "P L
(
D
A
T
U
R
)
H A M B Y C R E E K T R I B U T A R Y
U P P E R L A K E R D S R 2 0 2 4 2 5 ’ B S T
H A M B Y C R E E K T R I B U T A R Y
MARTIN MARIETTA MATERIALS INC
E X I S T I N G R A I L R O A D R /W
F C
6 6 5 6
6
5
6 6 5
6
6 5
6 6 5
6 6 6 6
6
6
6 6 6
6 6 6
6
6
7
6 6 7
667 6 6 7 6 6 7
6 6 8
6 6 8
6 6 8 6 6 8
6 6 8
6
6
8
6 6 8
6
6
8
6 6 8
6 6 9
6 6 9
6 6 9
6 6 9
6 6 9
6 6 9
6 6 9
6 6 9 6 6 9
6
6
9
6 6 9
6 6 9
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6
7
0
6 7 0
6 7 0
6 7 0
6 7 0
6
7
0
6 7 0
6 7 0 6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6 7 0
6
7
0
6
7
0
6 7 0
6 7 0
6 7 0
6 7 0
670
6 7 0
6 7 0 6 7 0 6 7 0
6 7 0
6 7 1
6 7 1 6 7 1
6 7 1 6 7 1
6 7 1
6 7 1
6 7 1 6 7 1
6 7 1
6 7 1
6 7 1
6 7 1
6 7 1
6 7 1
6
7
1
6 7 1
6 7 1
6
7
1
6 7 1
6 7 1 6 7 1
6 7 1
6 7 1
6
7
1
6 7 1
6
7
1
6 7 1
6 7 1
6
7
1
6 7 2 6 7 2
6 7 2
6 7 2
6 7 2 6 7 2
6 7 2
6
7
2
6 7 2
6 7 2
6 7 2
6 7 2
6 7 2
6
7
2
6
7
2
6 7 2
6 7 2
6 7 2
6 7 2
6
7
2
6 7 2
6 7 2
6 7 2
6 7 2
6 7 3
6 7 3
6
7
3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6
7
3
6 7 3
6
7
3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 3
6 7 4
6 7 4
6 7 4
6 7 4
6 7 4
6 7 4
6 7 4
6
7 4
6 7 4
6 7 4
6
7
4
6 7 4
6 7 4
6 7 4 6 7 4
6 7 4 6 7 4
6
7
4
6
7
4
6 7 4
6 7 4
6 7 5
6 7 5 6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7
5
6 7 5
6 7 5
6
7
5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6 7 5
6
7
5
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6 7 6
6
7
6
6 7 7
6 7 7
6 7 7 6 7 7
6 7 7
6 7 7
6 7 7
6
7
7
6 7 7
6 7 7
6 7 7
6 7 7
6 7 7
6 7 7
6 7 8
6 7 8
6 7 8
6 7 8
6
7
8
6 7 8
6 7 8
6 7 8
6 7 8
6
7
8
6 7 8
6 7 8
6 7 8
6 7 8
6 7 8 6 7 8
6
7
8
6 7 8
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9 6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6 7 9
6
7
9
6 7 9
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6
8
0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6
8
0
6 8 0
6 8 0
6 8 0 6 8 0 6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 0
6
8
0
6 8 0
6 8 0
6 8 0
6 8 0
6 8 1
6 8 1
6 8 1
6 8 1
6
8
1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1
6 8 1 6 8 1
6 8 1 6 8 1
6
8
1
6 8 1
6 8 1
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6
8
2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 2
6 8 3 6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6 8 3
6
8
3
6 8 3
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6
8
4
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6 8 4
6
8
4
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8
5
6
8
5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5
6 8 5 6 8 5 6 8 5
6 8 5
685
6 8 5
6 8 5
6 8 5
6
8
5
6 8 5
6 8 5 6 8 5
6 8 6
6 8 6
6 8 6
6 8 6
6
8
6
6 8 6
6
8
6
6 8 6
6 8 6
6 8 6
6 8 6
6 8 6
686
6 8 6
6 8 7
6 8 7
6 8 7
6
8
7
6 8 7
6 8 7
6 8 7
6 8 7
6
8
7
6
8
7
6 8 7
6
8
7
687
6 8
7
6 8 7
6 8 7
6 8 8
6
8
8
6
8
8
6 8 8
6
8
8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 8
6 8 9
6 8 9
6 8 9
6 8 9
6 8 9
6 8 9
6
8
9
6 8 9
6 8 9
6 8 9 6 8 9
6
9
0
690
6
9
0
6 9 0
6 9 0
6 9 0
6 9 0
6
9
0
6 9 0
6 9 0
6 9 0 6 9 0
690
6 9 0
6 9 0
6
9
0
6 9 0
690
6 9 0
6
9
0
6 9 0
6 9 0
6 9 0
6
9
1
6 9 1
6 9 1
6 9 1 6 9 1
691
6 9 1
6 9 1
6
9
1
6
9 1
6 9 1
6 9 2
6 9 2
6 9 2
6 9 2
6 9 2
6 9 2
6 9 2 6 9 2
6
9
2
6 9 2
6 9 2
6 9 3
6 9 3
6 9 3
6 9 3
6 9 3
6 9 3
6 9 3
6
9
3
6 9 3
6 9 3
694
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6 9 4
6
9
5
6 9 5
6 9 5
6 9 5
6 9 5
6 9 5
6
9
5
6 9 5
6
9
5
6 9 5
6 9 5
6 9 5
6 9 5 6 9 5
6 9 5 6
9
5
6 9 5
6 9 5
6
9
5
6 9 5
6 9
5
6
9
5
6 9 5
6 9 6
6
9
6
6 9 6
6 9 6
6 9 6
6 9 6
696
6 9 6
6 9 6
6
9
6
6 9 6 6 9 6
6 9 6
6 9 6
6 9 7
6
9
7
6 9 7
6 9 7
6 9 7
6 9 7
697
6 9 7
6 9 7
6 9 7
6 9 7
6
9
7
6 9 7
6 9 7
6 9 8
6
9
8
6 9 8
6
9
8
6
9
8
6 9 8
6 9 8
6 9 8
6 9 8
698
6 9 8
6
9
8
6 9 8
6 9 9
6
9
9
6 9 9
6
9
9
6
9
9
6 9 9
6 9 9
6 9 9
6
9
9 6 9 9
6 9 9
6 9 9
7
0
0
7 0 0
7 0 0
7
0
0
7 0 0
7 0 0
7 0 0
7
0
0
7 0 0
7
0
0
7 0 0
7
0
0
7 0 0
7 0 0
7 0 0
7 0 0
7
0
0
7
0 0
7
0
0
7 0 0
7 0 0
7 0 0
7 0 0
7 0 0
7 0 0
7 0 0
7
0
0
7 0 0
7 0 1
7
0
1
7 0 1
7
0
1
7
0
1
7 0 1
7 0 1
7 0 1
7
0
1
7
0
1
7 0 1
7 0 1
7 0 1
7 0 1
7 0 1
7
0
2
7
0
2
7 0 2
7
0
2
7 0 2
7 0 2
7 0 2
7 0 2
7 0 2
7
0
2
7 0 2
702
7 0 2
7 0 2
7
0
3
7
0
3
7
0
3
7 0 3
7 0 3
7 0 3
7
0
3
7 0 3
7 0 3
7
0
3
7 0 3
7 0 3
7
0
3
7 0 3
7 0 3
7 0 3
7
0
4
7
0
4
7
0
4
7 0 4
7 0 4
7 0 4
7
0 4
7
0
4
7 0 4
7
0
4
7 0 4
7 0 4
7 0 4
7
0
4
7 0 4
7 0 4
7 0 4
7
0
5
7 0 5
7 0 5
7
0
5
7 0 5
7
0
5
7 0 5
7
0
5
7 0 5
7
0
5
7 0 5
7
0
5
7 0 5
7 0 5
7 0 5
7
0
5
7 0 5 7 0 5
7 0 5
7
0
5
7 0 5
7 0 5
7 0 5
7 0 5
7 0 5
7 0 5 7 0 5
7 0 5
7 0 5
7 0 5
7 0 5
7
0
6
7 0 6
7
0
6
7 0 6
7 0 6
7 0 6
7 0 6
7
0
6
7 0 6
7 0 6
7
0
6
7 0 6
7 0 6
7 0 6
7 0 6
7
0
6
7 0 6
7
0
7
7
0
7
7
0
7
7 0 7
7 0 7
7 0 7
7 0 7
7
0
7
7
0
7
7 0 7
7
0
7
7 0 7
7 0 7
7 0 7
7
0
7
7 0 7
7 0 7
7 0 8
7 0 8
7
0
8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7 0 8
7
0
8
7 0 8
7 0 8
7
0
8
7 0 9
7
0
9
7
0
9
7 0 9
7 0 9
7 0 9
7 0 9
7 0 9
7 0 9
7
0
9 7 0 9
7 0 9
7 0 9
7 0 9
7 0 9
7
0
9 7 0 9
7 1 0
7 1 0
7
1 0 7 1 0
7
1
0
7
1
0
7
1
0
7 1 0
7
1 0
710
7
1 0
7 1 0
7 1 0
7 1 0
7 1 0
7 1 0
7
1 0
7
1 0
7 1 0
7 1 0
7 1 0
7 1 0
7 1 0
710
7 1 0
7
1
0
7 1 0
7 1 0
7
1 0 7 1 0
7 1 0
7 1 0
7 1 1
7
1
1
7
1 1
7 1 1
7 1 1
7 1 1
7 1 1
7
1 1
7 1 1
7 1 1
7 1 1
7 1 1
7 1 1
7 1 1
7 1 1
7
1
1
7 1 1
7 1 2
7
1 2
7 1 2
7
1 2
7 1 2
7 1 2
7 1 2
7
1
2
712
7 1 2
712
7 1 2 7 1 2
7 1 2
7 1 2
7
1 2
7 1 3
7 1 3
7 1 3
7
1 3
7
1 3
7 1 3
7 1 3
7
1
3
713
7 1 3 7 1 3
7 1 3
7
1 3
7 1 3
7 1 3
7 1 3
7
1 4
7
1 4
7 1 4
7
1
4
7 1 4
7
1
4
7 1 4
7 1 4
7 1 4
7 1 4
7
1
4
7 1 4
7
1
4
7 1 4
7 1 4
7 1 4
7 1 4
7 1 4
7 1 5
7
1 5
7
1 5
7 1 5
7
1
5
7
1 5
7 1 5
7 1 5
7 1 5
7
1
5
7 1 5
7 1 5
7
1 5
7
1 5
7 1 5
7
1
5
7
1
5
7 1 5
7 1 5
7 1 5
7 1 5
7
1 5
7 1 5
7 1 5
7
1 5
7 1 5
7 1 5
7 1 5
715
7 1 5
716
7 1 6
7 1 6
7
1 6
7 1 6
7
1
6
7 1 6
7 1 6
7
1 6
7
1 6
7 1 6
7 1 6 7 1 6
7 1 6 7 1 6
716
7
1
7
7 1 7
7 1 7
7 1 7
7 1 7
7 1 7
7
1 7
7 1 7
7 1 7
7 1 7
7 1 7
7
1 7
7 1 7
7
1 7
7 1 8
7 1 8
7 1 8
7 1 8
7 1 8
7 1 8
7
1 8
7 1 8
7 1 8
7 1 8
7 1 8
7
1 8
7 1 8
7
1
8
7
1
8
7 1 9
7
1 9
7 1 9
7 1 9
7 1 9
7
1
9
7
1 9
7
1 9
7 1 9
7 1 9
7
1 9
7
1 9
7 1 9
719
7 1 9
7 1 9
7 2 0 7 2 0
7 2 0 7
2
0
7 2 0
7 2
0
7 2 0
7
2
0
7 2 0
7
2
0
7 2 0
7 2 0
7 2 0
7
2
0
7
2
0
7 2 0
7 2 0
7 2 0
7 2 0
7
2
0
7
2
0
7 2 0
7
2
0
7 2 0
7 2 0
720
7 2 1
7
2
1
7
2 1
7 2 1
7 2 1
7 2 1
7
2
1
7 2 1
7 2 1
7 2 1
7
2
1
7 2 1
7 2 1
7 2 1
7 2 2
7
2
2
7
2
2 7 2 2
7 2 2
7
2
2
7
2
2
7 2 2
7 2 2
7 2 2
7 2 2
7 2 2
7 2 2
7
2
2
7
2
2
723
7
2
3
7 2 3 7 2 3
7 2 3
7 2 3
7 2 3
7 2 3
7 2 3
7 2 3
7 2 3
7 2 3 7 2 3
7 2 4
724
7
2
4
7
2
4
7
2
4
7
2
4
7 2 4
7
2
4
7 2 4
7 2 4
7 2 4
7 2 4
7
2
4
7 2 5
7 2 5 7 2 5
7 2 5
7 2 5 7 2 5
7
2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7
2
5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7
2
5
7 2 5
7 2 6
7 2 6
7 2 6
7
2
6
7
2
6
7
2
6
7 2 6
7 2 6
7 2 6
7 2 6
7 2 6
7 2 6
7 2 6
727
7 2 7
7 2 7
7
2
7
7
2
7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 8
7 2 8
7
2
8
7
2
8
7 2 8
7 2 8
7 2 8
7 2 8
7 2 8
7 2 8
7 2 8
7 2 9
7
2
9
7 2 9
7
2
9
7 2 9
7 2 9
7 2 9
7 2 9
7 2 9
7 2 9
7 2 9
7 3 0 7 3 0
7 3 0
7 3 0
7
3
0
7
3
0
7 3 0
7 3 0
7
3
0
7
3
0
7 3 0
7 3 0
7 3 0
7 3 0
7 3 0
7 3 0
7 3 0
7 3 0
7
3
0
7 3 0
7
3 1
7 3 1
7
3
1
7
3
1
7
3 1
7 3 1
7 3 1
7 3 1
7 3 1
7 3 1
7 3 1
732
7 3 2
7
3
2
7
3
2
7 3 2
7 3 2
7
3
2
7 3 2
7 3 2
7 3 2
733
7 3 3
7 3 3
7 3 3
7
3
3
7 3 3
7 3 3
7 3 3
7 3 3
733
7
3
3
734
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7
3
4
7 3 5
7 3 5
7 3 5
7 3 5
7 3 5
735
7 3 5
7
3
5
7
3
5
7 3 5 7 3 5
7 3 5
7 3 5
7 3 5
7 3 5
7
3
5
7
3
5
7 3 5
7
3
5
7 3 6
7 3 6
7 3 6
7
3
6
7 3 6
7 3 6
7 3 6
7 3 6
7
3
6
7 3 6
7 3 6
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 8
7 3 8
7 3 8
7 3 8
7 3 8 7 3 8
7 3 8 7 3 8
7 3 8
7 3 8
7
3
8
7 3 8
7 3 9
7 3 9
7 3 9
7 3 9
7 3 9
7 3 9
7 3 9 7 3 9
7 3 9
7 3 9
7 3 9
7 3 9
7 4 0 7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7
4
0
7 4 0
7 4 0
7 4 0
7
4
0
7 4 0
7
4
0
7 4 0
7
4
1
7 4 1
7 4 1
7 4 1
7 4 1
7 4 1
7
4
1
7 4 1
7 4 1
7 4 2
7 4 2 7 4 2
7 4 2
7
4
2
7 4 2
7 4 3
7 4 3
7 4 3
7 4 3
7 4 4
7 4 4
7 4 5
7 4 5
7 4 5
7 4 6
7 4 7
ELBOWS
15" W/
EST. 5 SY FF
EST. 1 TON
CL ’B’ RIP RAP
SEE DETAIL #8
W/ CL ’B’ RIP RAP
SPEC. LAT. ’V’ DITCH
SEE DETAIL #2
W/ CL ’I’ RIP RAP
LAT. ’V’ DITCH W/ 3’ BERM
GRADE TO DRAIN
ELIMINATE CUT DITCH
SEE DETAIL #8
W/ CL ’B’ RIP RAP
SPEC. LAT. ’V’ DITCH
1 5
"
R
C
P
-I V
HW
EST. S.Y. FF=38
EST. TONS=17
CLASS I RIP RAP
4 8 " S C P (D E S I G N E D B Y O T H E R S )
SEE DETAIL #9
TOE PROTECTION
TB 2GI
TB 2GI
TO STA. 31+50 -L- LT
FROM BEGIN BRIDGE
SBG
WETLAND
DENOTES FILL IN F F
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
F
F
F
F
F
F
C F
F
F
F
F F
F
F
C
F
F
C
F
F
F
650
660
670
680
690
700
710
720
730
740
650
660
670
680
690
700
710
720
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 11 12 13 14 15 16 17 18 19 20 21 22 23
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

ELEV.=674.35’
220.31’ RT
-BL- STA.132+33.82
BM#5

ELEV.=697.29’
57.18’ RT
-BL- STA. 106+77.86
BM#15
650
660
670
680
690
700
710
720
730
740
650
660
670
680
690
700
710
720
730
740
SEE SHEETS 4 & 5 FOR -L- PLAN
NOTE:
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
6 C-4901B
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-L-
-L-
LEFT DITCH
RIGHT DITCH
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA

DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1507
= 50
= 673.4
= 1838
= 100
= 673.8
= 2780+
= +500
= 689.7

= 08/04/2011
= 664.91
EL. = 701.11
STA. 13+90 -L-
BEGIN GRADE
DS = 45 MPH*
* POSTED SPEED = 45 MPH - NO DESIGN EXCEPTION REQUIRED
STA. 23+26.42 -L-
BEGIN BRIDGE
P
O
T

S
T
A
.

1
0
+
0
0
.
0
0

-
D
R
V
-
P
O
T

S
T
A
.

1
5
+
0
0
.
0
0

-
L
-
PI = 18+90.00
EL = 670.11’
VC = 1,000’
K = 80
(-
)6 .
2
0 0 0 %(+)6 .2 6 7 1 %
E
L

=

6
9
9
.
5
S
T
A
.

1
3
+
9
0

-
L
-

R
T
E
L

=

6
8
8
.
4
S
T
A
.

1
5
+
2
5

-
L
-

R
T
E
L

=

6
8
2
.
5
S
T
A
.

1
5
+
7
5

-
L
-

R
T
E
L

=

6
8
0
.
1
S
T
A
.

1
6
+
0
0

-
L
-

R
T
E
L

=

6
7
9
.
4
S
T
A
.

1
6
+
9
0

-
L
-

R
T
(-)
8 .
2 2 %
(-)
1 1 .
8
0
%
(-)
9 .
6
0
%
(-)0 .7 8 %
E
L

=

6
8
6
.
7
S
T
A
.

1
5
+
7
5

-
L
-

L
T
E
L

=

6
8
0
.
7
5
S
T
A
.

1
7
+
5
0

-
L
-

L
T
(-
)3
.4 0 %
E
L

=

6
7
7
.
3
S
T
A
.

1
8
+
0
0

-
L
-

L
T
E
L

=

6
7
3
.
9
S
T
A
.

1
9
+
0
0

-
L
-

L
T
E
L

=

6
7
2
.
3
S
T
A
.

2
0
+
0
0

-
L
-

L
T
E
L

=

6
6
9
.
5
S
T
A
.

2
0
+
5
0

-
L
-

L
T
E
L

=

6
6
7
.
9
S
T
A
.

2
1
+
0
0

-
L
-

L
T
E
L

=

6
6
7
.
2
S
T
A
.

2
2
+
7
5

-
L
-

L
T
(-)0 .4 0 %
(-)3
.2 0 %
(-)5 .
6
0 %
(-)1 .6 0 %
(-
)3
.4 0 %
(
-
)
6 .
9 0 %
TO BE REMOVED
EXISTING BRIDGE
DS = 50 MPH
EL. = 739.92
STA. 34+80 -L-
END GRADE
DS = 50 MPH
C EX. NCRR/NS TRACK L
L
L C FUTURE TRACKS
C PROPOSED TRACK P
O
T

S
T
A
.

1
8
+
8
7
.
5
7

-
Y
1
-
P
O
C

S
T
A
.

3
0
+
8
0
.
1
3

-
L
-
TOP/RAIL
STA. 28+09.50 -L-
END BRIDGE
L
PI = 26+35.00
EL = 716.80’
VC = 310’
K = 85
PI = 29+15.00
EL = 724.17’
VC = 150’
K = 176
PI = 33+25.00
EL = 738.46’
VC = 220’
K = 86
DS = 50 MPH
P
O
T

S
T
A
.

7
6
4
2
+
5
9
.
6
4

-
T
R
K
2
-
2
P
R
-
P
O
T

S
T
A
.

2
6
+
5
2
.
1
9
-
L
-
P
O
T

S
T
A
.

7
6
4
2
+
4
4
.
9
6

-
T
R
K
1
-
P
R
-
P
O
T

S
T
A
.

2
6
+
6
9
.
0
2

-
L
-
6.0’ OFF -TRK2-PR- C
24.43’ MIN. CLR.
(+)6 .2 6 7 1 %(+)2 .6 3 3 1 %
(+)2 .6 3 3 1 %(+)3 .4 8 4 7 %
(+)3 .4 8 4 7 %(+)0 .9 4 1 9 %
E
L

=

7
1
8
.
4
S
T
A
.

3
1
+
0
0

-
L
-

R
T
E
L

=

7
3
1
.
0
S
T
A
.

3
2
+
5
0

-
L
-

R
T
(+)8 .4 0 %
E
L

=

7
3
0
.
0
S
T
A
.

3
2
+
2
5

-
L
-

L
T
E
L

=

7
3
2
.
9
S
T
A
.

3
2
+
7
5

-
L
-

L
T
(+)5 .8 0 %
=664.91
WSE ON 8-4-11
0 0
0 0
10 10
10 10
20 20
20 20
30 30
30 30
40 40
40 40
50 50
50 50
60 60
60 60
70 70
70 70
80 80
80 80
90 90
90 90
100 100
100 100
110 110
110 110
120 120
120 120
130 130
130 130
140 140
140
150 150
150
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
670 670
680 680
690 690
20+75.00
670 670
680 680
690 690
21+00.00
670 670
680 680
690 690
21+25.00
670 670
680 680
690 690
21+50.00
X-8 C-4901B
-L-
5 10
FILL IN WETLAND
SITE 2
EXCAVATION IN WETLAND
0 .0 6 0 0 .0 6 0
2 :1
2 :
1
668.7
0 .0 6 0 0 .0 6 0
2 :1 2 :
1
667.9
0 .0 5 1 0 .0 5 1
2 :1
2 :
1
667.8
0 .0 4 1 0 .0 4 1
2 :1
2 :
1
FILL IN WETLAND
CLEARING
MECHANIZED
SITE 3
0 0
0 0
10 10
10 10
20 20
20 20
30 30
30 30
40 40
40 40
50 50
50 50
60 60
60 60
70 70
70 70
80 80
80 80
90 90
90 90
100 100
100 100
110 110
110 110
120 120
120 120
130 130
130 130
140 140
140
150 150
150
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
670 670
680 680
690 690
700 700
710 710
720 720
28+75.00
670 670
680 680
690 690
700 700
710 710
720 720
29+00.00
X-14 C-4901B
-L-
5 10
675.19
696.78
0 .0 2 0 0.004
2 :1
S.S. 670.204
2 :
1
0.005 0.006 3 :1
3 :
1
S.S. 694.582
682.01
699.96
0 .0 2 0 0.015
2 :1
S.S. 670.224
2 :
1
0.003 0.003 3 :1
3 :
1
S.S. 696.993
0 0
0 0
10 10
10 10
20 20
20 20
30 30
30 30
40 40
40 40
50 50
50 50
60 60
60 60
70 70
70 70
80 80
80 80
90 90
90 90
100 100
100 100
110 110
110 110
120 120
120 120
130 130
130 130
140 140
140
150 150
150
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
690 690
10+50.00
690 690
10+75.00
690 690
700 700
10+81.97
690 690
700 700
11+00.00
690 690
700 700
11+25.00
X-33 C-4901B
-DRV-
5 10
SITE 1 IMPACTS IN SURFACE WATER
FILL IN WETLAND
688.35
0 .0 2 7 0 .0 2 7 2 .0 2 :1
S.S. 689.031
2 .
2
3 :
1
S.S. 689.547
691.85
0 .0 2 0 0 .0 2 0 2 :1
S.S. 690.336 690.347
4
.
0
1 :1 2 .0 1 :1 S.S. 692.186
692.73
0 .0 2 0 0 .0 2 0
691.051
4 :1
2 :
1
S.S. 691.308
690.210
4
:1
2 :1
S.S. 694.426
695.21
0 .0 2 0 0 .0 2 0
690.724
4 .0 1 :1 2 .
0
1 :
1
S.S. 694.508
689.844
4
:1
2 :1
S.S. 697.452
701.64
0 .0 2 0 0 .0 2 0
690.226
4 :1
2 :
1
S.S. 703.459
689.320
4
:1
2 :1
S.S. 699.751