20141169 Ver 1_DCM Consistency Package_20150306

Pat McCrory
Governor
February 25, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
North Carolina Department of Environment and Natural Resources
David Wainwright
Division of Water Resources
Steve Sollod or Cathy Brittingham
Major Permits Processing Coordinator
Donald R. van der Vaart
Secretary
MAC
0 6 2015
DENR.WATER RESOURCES
TRANSPORTATION PERMITTING, UNIT
CAMA/DREDGE & FILL Permit Application Review
NCDOT- US 17
Onslow County, US 17 from SR1330 to the New Bern Bypass, crossing the
White Oak River and the Trent River, in Onslow, Jones, and Craven Counties.
Proposed Project: Proposes to widen US 17 from a two -lane to a four -lane road for 16 miles from
SR1330 near Belgrade in Onslow County to New Bern Bypass at the
Jones /Craven County line, including constructing new bridges over the White
Oak and Trent Rivers.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 17, 2015. If you have any questions regarding the proposed project, please contact Stephen Lane,
Permit officer at (252) 808 -2808. Ext. 208. When appropriate, in -depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed. ya y wgcr sS 34211:
This agency has no comment on the proposed project.
T.P Ce✓fov.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED �/(/ DATE X1_74
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity/ Affirmative Action Employer

I®IWSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: US 17 from SR1330 in Onslow County to the New Bern Bypass,
crossing the White Oak River and the Trent River, in Onslow, Jones, and Craven Counties.
Photo Index - 2006: N/A 2000: N/A
State Plane Coordinates - X: 2,527,452 Y: 422,866
Latitude: 34 °53'57" N Longitude: 77 °14'27" W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visits —December 18, 2014 and January 29, 2015
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete: February 20, 2015
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plans — Craven and Onslow Counties
Land Classifications from LUP — Mixed Use /Agriculture/Forestry /Conservation
(B) AEC(s) Involved: PTA, CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Two -lane road with bridges for public use
Planned - Four -lane road with bridges for public use
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7.
HABITAT DESCRIPTION: [AREA]
F.XCAV /FTT.T./MFCN CT PARED OTHRR
(A) Open Water
25,320 sf shading
Section 404 Wetlan
2,04T,222 sf
398,08 sf han c earmg
25,700 sf tem . impacts
(C) High Ground
19,751,900 sf graded
(D) Total Area Disturbed: 22,242,280 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: White Oak River — C, Trent River — C; Sw, NSW Open: No, No
8. PROJECT SUMMARY: The applicant proposes to widen US 17 from a two -lane road to a four -lane road
for 16 miles (partially on new location) from SR1330 near Belgrade in Onslow County to the New
Bern Bypass at the Jones /Craven County line, including constructing new bridges over the White Oak
and Trent rivers.

FIELD INVESTIGATION REPORT:
NCDOT — R25I4B, C, and D
US 17 BYPASS OF MAYSVILLE AND POLLOCIKSVILLE
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
US 17 runs north and south through eastern North Carolina's coastal counties and leads to
Chesapeake in Virginia and Myrtle Beach in South Carolina. The highway is included in the State of
North Carolina's Intrastate Highway System and Strategic Highway Corridors System, as well as
being a part of the Federal Strategic Highway Corridors Network (STRAHNET). The existing
roadway is an undivided highway with a 12' wide travel lane in each direction, and a center turn lane
within the towns of Maysville and Pollocksville. There is currently no control of access on the
highway and it is currently rated at a level of service (LOS) C or better. However, if no
improvements are made, it's projected LOS drops to an E or F by 2035. Additionally the highway
has a slightly higher than average rate of fatal and nighttime crashes.
The current project is the second, third, and fourth phases of a four phase project to create a safe,
high speed connection between Jacksonville and New Bern, two of the largest cities in eastern North
Carolina. A Coastal Zone Management Act Federal Consistency concurrence letter was issued for
the first phase of the project (R- 2514A) on November 24, 1999 to allow the widening of US 17 to a
four -lane divided highway from SR1327 (Kellum Loop Road) north of Jacksonville to SR1330
(Deppe Loop Road) south of Belgrade. Construction was completed on the A- section of the project
in October 2007
The new sections of the project are to begin at the northern terminus of the A- section,
approximately 3 miles south of Maysville's town limits. Phases B, C, and D would tie into the
existing four -lane highway at the intersection of US 17 and SR1330 (Deppe Loop Road) and
continue northward toward New Bern for approximately 16 miles where it would tie into the New
Bern Bypass. The project area is along the existing US 17 route, except within the towns of
Maysville and Pollocksville, where it bypasses the towns to the west.
The predominant land uses in the project area are agriculture /forestry interspersed with residential
home sites along the majority of the existing road, and small businesses located adjacent to the road
within the two towns. Pine/hardwood forest type vegetation exists along the high ground portions of
the project, with bottomland hardwood forest type vegetation adjacent to the streams. The project
crosses over several streams, including the White Oak River and the Trent River.
The White Oak River is approximately 30' - 40' wide and 4' - 5' deep in the vicinity of the
project. It is only navigable by small craft such as canoes and kayaks due to obstructions to
navigation upstream and downstream of the project. The river is classified by the Wildlife Resources
Commission (NCWRC) as Inland Waters and as a Primary Nursery Area up and downstream of the
project area. The river is also classified as Class C waters by the Environmental Management
Commission (EMC) and the waters are closed to shellfishing.
The Trent River is approximately 140' -150' wide, 8' -10' deep, and is navigable by small boats
in the vicinity of the project. The river is classified as Class C; Sw, NSW waters by the EMC. The
waters are classified by the NCWRC as Inland Waters, but are not classified as a Primary Nursery
Area. A portion of the Trent River is classified as an Anadromous Fish Spawning Area
approximately 6 miles upstream of the project. The waters of the Trent River are closed to
shellfishing.

FIELD INVESTIGATION REPORT:
NCDOT — R2514B, C, and D
US 17. BYPASS OF MAlYSVILLE AND POLLOCKSVILLE
PAGE #3
Project Proposal
NCDOT proposes to improve US 17 between the cities of Jacksonville and New Bern, US 17 is
currently an existing two -lane undivided highway with 28' of pavement width. The applicant plans
to construct a divided four -lane highway, partially on new location and approximately 16 miles in
length, with 76' of total pavement width within a Right -of -Way expanded to 245' wide. Each
direction of travel would have two 12' wide travel lanes, with 4' of paved shoulder adjacent to the
lane nearest the median, and 10' of paved shoulder adjacent to the outside lane. The highway has
been designed with 60 to 70 mph design speeds and full to partial control of access.
The project would begin at SR 1330 in Onslow County and follow along adjacent to the exiting
US 17 route for approximately 0.6 miles. The proposed road would then diverge from the current
US 17 route by heading in northerly direction, while the existing highway heads in a northeasterly
direction. Approximately 700' of the existing US 17 route adjacent to the divergence point would be
realigned to intersect with the new route at a safe angle, with approximately 200 feet of the existing
road obliterated and the terminus of the road converted into a cul -de -sac.
The proposed highway would cross multiple existing roads and waterbodies, while bypassing the
towns of Maysville and Pollocksville. The B- section of the new highway would intersect with SR
1331 (White Oak River Road) and SR 1116 (also known as White Oak River Road), at
approximately 0.7 miles and 0.6 miles west of the existing US 17, respectively. The C- section of the
highway would cross SR 1114 (Lee's Chapel Road) at 0.1 miles west of existing US 17, and SR
1112 (Riggs Town Road) at 0.4 miles west of existing US 17. The D- section would cross NC 58 and
SR 1337 (Goshen Road), each at 0.5 miles west of US 17. It would also cross SR 1121 (Oak Grove
Road) at 0.8 miles west of SR 1336, SR 1002 (Ten Mile Fork Road) at 0.4 miles west of US 17, and
SR 1330 (Simmons Loop Road) in two places, at 0.2 miles and 0.3 miles west of US 17.
Flyovers would be constructed to carry traffic on SR 1331and SR 1116 over the new freeway.
Four 18' wide service drives totaling 4,300 linear feet would be constructed to re -route driveways
displaced by the new freeway adjacent to SR 1331. Another five service drives totaling 5,984 linear
feet would be constructed in association with the crossing of SR 1116.
At approximately 0.5 miles north of the Town of Maysville, the proposed road would merge with
existing US 17. The existing US 17 route would be realigned and widened to three lanes for
approximately 1,800 feet south of the intersection with the new road. A 400' section of the existing
US 17 roadway would also be abandoned and obliterated during the realignment work. To allow
unimpeded travel along US 17 during the construction of the project, a 22' wide x 1500' long
temporary detour road would be required in the vicinity of the intersection. Additionally an 850'
long service road would be constructed at 200' south of the Maysville town limits to allow access to
the Croatan National Forest.
The new roadway would parallel the existing US 17 route for approximately 3.4 miles. Multiple
wildlife crossings are proposed between Sta. 85 +69 and Sta. 118 +41 of the C- section of the project.
This includes dual 120' bridges at Sta. 101 +45 to Sta. 102 +65 and eight 48" diameter reinforced
concrete pipes. The dual bridges would have 10' of vertical clearance under them to allow for the
passage of larger animals such as bear and deer. Fencing to keep wildlife off the new road and direct
wildlife to the proposed wildlife crossings would be constructed along both sides of the new road
from Sta. 82 +50 to Sta. 123 +90.
At Sta. 206 +50, approximately 3.9 miles north of the Town of Maysville, the new road would

FIELD INVESTIGATION CATION REPORT:
NCDOT — R2514B, C, and D
US 17 BYPASS OF MAYSVI LILIE AND POL LOCKSVI[ILILIE
]PAGE #4
diverge from the existing US 17 route onto new location again. A 430' section of the existing road
would be obliterated and a cul -de -sac constructed at the terminus of the road. The existing US 17
route would be realigned to intersect with the new road at SR 1114 where a right in/right out only
intersection would be constructed. The new road would continue north and cross what is now SR
1112, SR 1112 would be obliterated in the vicinity of the new road and two cul-de-sacs created. The
project would continue in a northerly direction for another 3,600 feet to the end of the C- section.
The D- section would begin at the terminus of the C- section and continue northward for another
2,000 feet where it would cross NC 58 on dual 121'long bridges. An interchange would be
constructed at the NC 58 crossing to allow traffic on and off the freeway. Continuing northward,
dual 94' long bridges would carry traffic over SR 1337, while dual 96' long bridges would be
utilized to carry traffic over SR 1121. The new highway would continue toward New Bern where it
would cross over SR 1002 and SR 1330 with dual bridges, 226' long and 87' long, respectively. The
road would continue northward and before entering Craven County, a 300' long portion of SR 13330
would be obliterated and re- routed.so that it no longer intersects with the new highway. The
proposed highway would join with the existing four -lane New Bern Bypass project just north of the
Craven/Jones County line. An interchange would be constructed around Sta. 615-00 to allow traffic
to flow between the existing US 17 highway and the new highway.
Several bridges and culverts would also have to be constructed over the rivers and streams within
the proposed road alignment. The B- section of the project would include bridges over Higgins
Branch and the White Oak River. The bridges over Higgins Branch would be dual 38' wide x 160'
long concrete bridges. They would each consist of two 80' long spans, with 9' of vertical clearance
under them, and would not require any bents within the stream. The bridges would be constructed
from a 30' wide by 50' long work bridge with a 25' long x 110' wide platform on the end of it.
The bridges over the White Oak River would be dual 38' wide x 1,160' long bridges. The two
new concrete girder bridges would consist of eleven spans each, ranging in length from 100' to 110'.
The south bound bridge would include a portion of one bent within the river. The new bridges are
designed with 15.7' of vertical clearance above the normal water level of the river. NCDOT has
committed to constructing the new bridges by building a temporary work bridge between the
proposed bridges. The work bridge would be 30' wide and a total of 1,070' in length, with a 100'
long gap over the river. The low cord of the work bridges would be approximately 2' above the
normal water level of the White Oak River.
Section D of the project also has several large bridges over jurisdictional streams. Dual bridges
would be constructed over Goshen Branch. The bridges would be 38' wide x 475' long, with 23' of
vertical clearance under them. The bridges would be constructed with five spans that would
completely span the stream. A temporary work bridge would be built between the two bridges, and
would be 30' wide and 260' long with six 40' wide by 25' long fingers platforms to access the areas
next to the bents. Just downstream of the proposed bridges over Goshen Branch, a double barrel
reinforced concrete box culvert with 8' x 8' boxes has been proposed to replace two existing 48"
diameter reinforced concrete pipes.
The applicant has also proposed to construct dual 38' wide x 1,235' long bridges over the Trent
River. The bridges would each have 13 spans, with a total of six bents in the river. The bridge has
been designed with 19' of vertical clearance above the river surface. The bridge would be
constructed from two work bridges to be constructed between the proposed bridges. A 30' wide x

FIELD INVESTIGATION REPORT:
NCDOT — R2514B, C, and D
US 17 BYPASS OF MAYSVI LLE AND POILILOCKSV]<L LE
PAGE #a5 .
750' long work bridge with sixteen 40' wide by 25' long finger platforms on the side of it would be
constructed on the south side of the Trent River, while a 30' wide x 380' long work bridge with eight
similarly sized finger platforms on it would be constructed on the north side of the river.
The remaining major structure to be constructed for the D- section of the project would be a 24'
wide x 200' long bridge over Deep Gully in the vicinity of Sta. 625 +00. The bridge would carry a
single lane of traffic off the New Bern Bypass towards existing US 17. The bridge would be
comprised of two 100' spans that would completely span the waters of Deep Gully. Two work
platforms, 30' wide x 75' long and 30' wide x 70' long, have been proposed on the south and north
sides of the stream, respectively, to allow access to construct the permanent bridge. The bridge
would have 16' of vertical clearance above the stream.
The roadway would also require the construction of multiple smaller culverts, equalizer pipes,
drainage ditches, and sediment control basins be constructed or reconfigured to allow for proper
drainage of the road.
The existing power, water, telephone, and cable utility lines along the project would be relocated
to outside of the proposed road alignment. While a significant portion of the relocations would be
accomplished by directionally boring under Section 404/401 Wetlands areas, some of the work
would include the use of open cut trenching within Section 404/401 Wetlands.
Anticipated Impacts
As proposed, the construction of the US 17 Bypass of Maysville and Pollocksville would result in
the excavation/filling/mechanized clearing of 2,041,222 sq. ft. of Section 404 Wetlands adjacent to
the project. The applicant has also applied to temporarily fill /excavate 25,700 sq. ft. of Section 404
Wetlands and hand clear 398,138 sq. ft. of Section 404 Wetlands for the road widening and utility
impacts. No temporary or permanent impacts to any Coastal Wetlands are anticipated with the
project. No additional closures of shellfishing waters are expected in association with the project.
The proposed bridges over the multiple jurisdictional streams would permanently shade 25,320
sq. ft. of open water. The vertical and horizontal clearances of the proposed bridges equal or exceed
the vertical and horizontal clearances under the bridges downstream of the project.
The project would result in 4,281 linear feet of permanent impacts to streams, including 279
linear feet for bank stabilization purposes. An.additiona1379 linear feet of temporary stream impacts
are required for culvert installations and 112 linear feet of temporary stream impacts would be
required for bank stabilization.
A total of 299,809 sq. ft. of area within the Neuse River Basin Riparian Buffer Area would be
impacted by the construction of the bridges and roadway, of which 186,803 sq. ft. is in Zone 1 and
113,006 sq. ft. is in Zone II. The project would also result in 19,751,900 sq, ft. of high ground
disturbance resulting from the construction of the new highway project.
One archaeological site (31JN128 * *) recommended as eligible for the National Register of
Historic Places is located within the proposed highway Right -of -Way for which impacts were
deemed unavoidable. The NCDOT undertook data. recovery efforts at the site between June and
September 2014 in accordance with the Memorandum of Agreement (MOA) developed between the
U.S. Army Corps of Engineers, the State Historic Preservation Office, and the applicant.
The NCDOT has committed to an in -water work moratorium of February 15 through September
30 while building the bridge over the White Oak River to avoid impacts to the Inland Primary

FIELD INVESTIGATION REPORT:
NCI[DOT — R2514P, C, and D
US 17 BYPASS OF MAYSVILLE AND POLLOCKSVILLE
ADAGE #6
Nursery Area. The applicant has also committed to avoid any in -water work in the Trent River and
its tributaries on the north side of US 17 and Mill Creek (south of US 17) from February 15 through
July 15 to avoid impacts to anadromous fish spawning areas. Multiple other efforts have been
integrated into the project design to minimize and avoid impacts, including but not limited to
avoiding impacts to wetlands through the use of alignment shifts. where practical, vertical
adjustments, a 46 -foot median width, perpendicular stream crossings, and bridging Goshen Branch,
the Trent River, the White Oak River, and a tributary to the White Oak River. A localized increase
in turbidity can be expected during the in -water construction portion of the bridges and culverts. The
applicant has proposed to offset the proposed impacts to the wetlands and stream buffers by
purchasing mitigation credit from the Ecosystem Enhancement Program (EEP). The commitments
reduce potential impacts to the surrounding environment. The public is expected to benefit upon
completion of the project by the increase in the efficiency and safety of the new road.
Submitted by: Stephen Lane — Morehead City District — February 23, 2015

o-s,..SWFo�
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GovERNOR
November 14, 2014
US Army Corps of Engineers
Regulatory Field Office
2407 West 5th Street
Washington, NC 27889
Attention: Mr. Tom Steffens
NCDOT Coordinator
Dear Sirs:
ANTHONY J. TATA
SECRETARY
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Mr. Stephen Lane
NCDOT Coordinator
Subject: Application for USACE Individual Permit, Section 401 Water Quality
Certification, Neuse Riparian Buffer Authorization and CAMA Major
Development Permit for the proposed improvement of US 17 from south of Belgrade
at SR 1330 /SR 1439 to the New Bern Bypass, in Onslow, Jones and Craven Counties.
TIP No. R- 251413, C & D. Debit $570.00 from WBS 34442.1.3.
The North Carolina Department of Transportation ( NCDOT), Division of Highways, proposes to
improve US 17 from SR 1330/SR 1439 south of Belgrade to the New Bern Bypass. The purpose
of this letter is to request project approval from the US Army Corps of Engineers for a CWA
Section 404 Individual Permit and authorization under Section 10 of the Rivers and Harbors Act.
By copy of this information, NCDOT is also requesting project approval from the N.C.
Department of Environment and Natural Resources under CWA Section 401 Water Quality
Certification, Neuse Riparian Buffer Authorization and Coastal Area Management Act Major
Development Permit. In addition to the cover letter, this application package includes the
following for R- 251413, C & D: ENG Form 4345, stormwater management plan, permit
drawings, utility drawings, roadway plans, CAMA MP forms, and 4B /4C merger meeting
minutes.
1.0 Purpose and Need
The primary purposes for this project, as identified in the Final Environmental Impact Statement
(FEIS), are to:
® Improve capability of US 17 to meet its mandated objectives as part of the Intrastate
System, the North Carolina Strategic Corridors System, and the Federal Strategic
Highway Corridor Network;
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CENTURY CENTER, BUILDING B
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27610
RALEIGH NC 27699 -1598

® Improve traffic flow along the US 17 corridor in the project study area; and
Relieve congestion on US 17 in Onslow and Jones Counties, thereby improving safety
and reducing the number of crashes.
2.0 Project Description
The NCDOT proposes to improve a 16 -mile portion of US 17 between Deppe Loop Road (SR
1330) /Springhill Road (SR 1439) south of Belgrade and the New Bern Bypass near the
Jones /Craven County Line, south of New Bern. Proposed improvements include a combination
of widening on the existing alignment and constructing new segments west of the existing route.
The proposed facility would widen US 17 to a divided four -lane facility with bypasses of
Maysville and Pollocksville on new location.
3.0 Summary of Impacts
Permanent Impacts: Proposed permanent impacts for R -2514 B, C & D include fill, excavation,
and mechanized clearing in 46.91 acres of wetlands, including 6.8 acres of riparian wetlands, and
40.11 acres of non - riparian wetlands. Proposed permanent impacts to jurisdictional streams are
4,281 linear feet, including 279 feet of bank stabilization. Impacts due to utility work involve
minimal fill in wetlands.
Temporary Impacts: There will be 379 linear feet of temporary impacts to jurisdictional streams
due to culvert installations, and 112 feet of temporary impacts due to bank stabilization.
Hand - Clearing: There will be 0.13 acres of hand- clearing in jurisdictional wetlands due to
project construction and 2.61 acres of hand - clearing for utility relocations.
Buffer Impacts
R -2514C and D occur in the Neuse River basin, and are subject to Riparian Buffer Rules. R-
2514C has 10,131 sq. ft. of allowable buffer impacts (6,426 in zone 1 and 3,705 in zone 2). It
also has 33,486 sq. ft. of mitigable impacts (21,305 in zone 1 and 12,181 in zone 2). R -2514D
has 81,090 sq. ft. of allowable buffer impacts (52,837 in zone 1 and 28,253 in zone 2). It also
has 174,583 sq. ft. of mitigable impacts (105,716 in zone 1 and 68,867 in zone 2). At these
buffer impact sites, there are 82,334 sq. ft. of wetlands in zone 1 and 36,317 sq. ft.in zone 2.
4.0 Summary of Mitigation
The proposed construction of R -2514 B, C &D will impact 6.8 acres of riparian wetlands and
40.11 acre of non - riparian wetlands that will require mitigation. The project will impact 4,281
linear feet of jurisdictional stream that will require mitigation. In addition, the project will have
unavoidable mitigable impacts to 148,206 square feet of riparian buffers, including 86,156 sq. ft.
in Zone 1 and 62,050 sq. ft. in Zone 2 in the Neuse River Basin.

5.0 Project Schedule
Currently, R- 251413, C & D is scheduled to let June 16, 2015, and will be available for
construction shortly thereafter. The let date, however, may advance as additional funds become
available.
6.0 NEPA Document Status
The NCDOT completed the Final Environmental Impact Statement (FEIS) on June 23, 2011 in
compliance with the SEPA guidelines. The FEIS explains the purpose and need for the project,
provides a description of the alternatives considered, and characterizes the social, economic, and
environmental effects. The FEIS was approved and circulated to federal, state, and local
agencies. The Record of Decision (ROD) was completed on June 25, 2012 and distributed to the
agencies. Both documents are posted on the NCDOT website at
https:Hconnect.nedot.g_ov/ resources / Environmental /Pages /default.aspx, under Quick Links >
Environmental Documents.
6.1 Independent Utility
R- 251413, C & D meets the criteria for independent utility as discussed below:
The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope;
The project is usable and a reasonable expenditure of funds, even if no additional
transportation improvements are made in the area; and
The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
7.0 Resource Status
The project is located in the White Oak River Basin (Hydrologic Unit 03020301) and the Neuse
River Basin (Hydrologic Unit 03020204). This is within the Middle Atlantic Coastal Plain eco-
region. The project crosses the White Oak River, the Trent River, Goshen Branch, Deep Gully,
and numerous unnamed tributaries to waters of the U.S., and multiple wetlands. Wetland and
surface waters within the study area were initially field delineated in 2000. The jurisdictional
delineation was reviewed and approved by the USACE during site visits in May and August
2000. This analysis was described in the 2001 Natural Systems Report, which was updated in a
2003 Wetlands Report. During a March 2007 Merger Process Field Meeting, USACE observed
wetlands and streams that were not shown in the August 2000 Jurisdictional Determination.
During the summer of 2007, additional field work and additional documentation were completed,
including a Reverification of Jurisdictional Area and Neuse River Buffer Impacts Evaluation
report. The USACE issued a Notice of Approved Jurisdictional Determination in November
2009. Design changes were discussed during the Avoidance and Minimization Concurrence
Meetings for the Preferred Alternative, and the Corps of Engineers recommended that these
changes be incorporated into a new Jurisdictional Determination. This updated JD was approved
by the Corps on March 19, 2012.
3

7.1 Wetland Delineations
A wetland identification and preliminary assessment analysis for the study area was included in
the FEIS. The wetlands within the study area were delineated based on the 1987 U.S. Army
Corps of Engineers (USACE) Wetland Delineation Manual.
7.2 ,stream Delineations
The stream channels within the project study area were identified, evaluated, and classified using
the NCDWR stream identification form and the Cowardin classification system. Water quality
information for the streams within the project study area was derived from available sources
provided through the NCDENR.
7.3 R -2514: Characterization of Jurisdictional Sites
7.3.1 Wetlands
There are four wetland types found within the project study area based on the Cowardin
classification: Palustrine Forested (PFO), Palustrine scrub -shrub (PSS), and Palustrine emergent
(PEM), and the Palustrine unconsolidated bottom (PUBH) More detailed information about
these wetlands can be found in the 2001 Natural Systems Report and FEIS, which includes
figures showing the wetlands within the project area.
7.3.2 Streams
The White Oak River and its tributaries all carry best use classifications of C within the study
area. The Trent River and its associated tributaries all carry best use classifications of C Sw
NSW within the project area. Details for the jurisdictional streams within the project area are
provided in the FEIS and Natural Systems Report. .
There are no waters within the project vicinity classified as High Quality Waters (HQW).
Neither Water Supplies (WS -I: undeveloped watersheds or WS -II: predominately undeveloped
watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the project area.
Streams within the R- 251413, C & D project area are not designated as North Carolina Natural or
Scenic Rivers, or as National Wild and Scenic Rivers. Additionally, these waters are not listed
on the 2014 303(d) list of impaired waters due to sedimentation or turbidity.
74 Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands, surface waters and riparian buffers for R- 251413, C & D are
summarized below in Tables 1, 2 and 3 respectively.
0

Table 1. R -2514 B, C & D Wetland Impacts
Permit
Drawing
Site
Number
Ma Label
p in
(2011)
Type
Permanent
Impacts* (ac.)
Temporary
Impacts (ac.)
Mitigation
Required
(2 :1)
R -2514B
1
241
Non -ri arian
0.4
Yes
2
242
Non-riparian
0.19
Yes
3
32
Non-riparian
<0.01
Yes
4
31
Non-riparian
0.01
Yes
5
27
Non-riparian
2.31
Yes
6
26
Riparian
1.2
Yes
7
24
Non-riparian
0.14
Yes
8
22
Non-riparian
0.07
Yes
9
245
Agricultural. ditch
0.04
No
10
44, 45, W9
Riparian
3.70
0.06
Yes
11
42
Riparian
0.19
Yes
12
W8,46
Riparian..._
0.01
0.01
Yes
14
48
Non-riparian
0.07
Yes
15
49
Non-riparian
1.22
Yes
16
W22,250._
Riparian
0.07
Yes
R
-2514B Riparian:
5.17
0.07
R -2514B Non-riparian:
4.42
0.0
R -2514B Subtotal:
9.63
0.07
R -2514C
1
49 & 65
Non-riparian
4.05
<0.01
Yes
2
49 & 65
Non-riparian
0.13
Yes
3
49
Non-riparian
0.07
Yes
4
67 (west
side), 65,
68 &75
(east)
Non - riparian
8.25
<0.01
Yes
5
69 & 70
Non-riparian
0.25
Yes
6
71 &72
Non-riparian
0.04
<0.01
Yes
7
74
Non-riparian
0.36
Yes*
8
75
Non-riparian
0.73
Yes
9
77 west, 76
east
Non - riparian
1.06
Yes
10
79 & 80
Non-riparian
1.10
Yes
11
78
Non-riparian
0.04
Yes
12
82 & 83
Non-riparian
0.50
Yes
13
West 85 &
86, east 84
Non - riparian
0.46
Yes
14
88
Non-riparian
1.93
Yes
15
89, 90, 91
Non-riparian
0.29
Yes
16
West 92,
east 93
Non - riparian
0.73
Yes

Permit
Drawing
Site
Number
Map Label
F1
i( 2011) 1)
(
Type
Permanent
Impacts* (ac.)
Temporary
Impacts (ac.)
Mitigation
Required
(2:1)
17
94, G1
Riparian
0.03
Yes
20
100
Non-riparian
1.78
Yes
21
98
Non-riparian
0.25
Yes
23
65&63
Non-riparian
0.03
Yes
R -25140 Riparian:
0.03
0.0
R -25140 Non-riparian:
22.05
<0.01
R -2514C Subtotal:
22.08
<0.01
R -2514D
2
114
Non-riparian
2.54
Yes
3
131
Riparian
0.18
<0.01
Yes
4
132 & 135
Riparian
0.74
0.06
Yes
4
141
Non-riparian
0.20
Yes
5
166
Non-riparian
0.91
Yes
6
167
Non-riparian
1.73
Yes
7
175
Non-riparian
0.02
Yes
8
177
Non-riparian
0.25
Yes
9
181
Riparian
0.60
Yes
10
182
Non-riparian
0.40
Yes
11
184
Non-riparian
1.05
Yes
12
186
Non-riparian
0.37
Yes
13
246
Riparian
0.02
Yes
14
196
Non-riparian
0.34
Yes
15
229
Non-riparian
0.05
Yes
17
201
Non-riparian
1.55
Yes
18
202
Non-riparian
0.68
Yes
19
226
Non-riparian
1.55
Yes
20
225
Non-riparian
0.36
Yes
21
211
Non-riparian
1.62
Yes
22
See note **
Non-riparian
0.02
Yes
23
D1, 217
Riparian
0.06
Yes
R -2415D Riparian:
1.6
0.06
R -2514D Non-riparian:
13.64
<0.01
R -2514D Subtotal:
15.24
R -2514 B, C & D Total Riparian:
6.8
0.13
Non-riparian:
40.11
<0.01
Grand Total:
46.91
0.13
* R -2514C Site 7 includes an additional 0.06 acres of unimpacted wetlands counted as a total take. This
will be mitigated at a 1:1 ratio.
** Site 22 is a non - riparian wetland site identified during construction of R -2301A (New Bern Bypass)
that had not been accounted for during the permit for that project. It was decided to include this site on
the permit application for R- 2514B, C & D to obtain after - the -fact authorization and provide mitigation.

Table 2. R -2514 Surface Water Impacts
Permit
Drawing Site
Number
Waterbody
Labeled in
FEIS
permanent
(ft)
Permanent
(ac.)
Temporary
(ft)
Temporary
(ac.)
USAGE
Mitigation
Required 2:1
R -2514B
6
W5
130
0.02
6
<0.01
Yes
6
W5
356
0.07
14
<0.01
Yes
6*
W5
25
<0.01
10
<0.01
No
6*
W5
25
<0.01
10
<0.01
No
13
W21
1151
0.60
60
0.04
Yes
13*
W21
27
0.01
7
<0.01
No
13*
W21
29
0.01
7
<0.01
No
13*
W21
87
0.05
0
0
No
16
W22
120
1 0.04
25
0.01
Yes
R -2514B Total:
1,949
0.81
139
0.06
R -2514C
17
G1
109
0.01
Yes
18
G1
132
0.02
Yes
18*
G1
20
<0.01
No
19
G2
106
0.01
Yes
19*
G2
58
<0.01
No
22
W21
32
0.02
Yes
22
W21
10
0.01
No
R -2514C Total:
379
0.06
88
0.01
R -2514D
1
B5
218
0.01
31
<0.01
Yes
1*
B5
16
No
3
131
5
<0.01
50
0.01
Yes
6
167
0.03
No
9
S18
196
0.05
20
<0.01
Yes
9
S18
20
<0.01
No
9*
S18
18
No
13
S14
230
0.01
21
<0.01
Yes
13
S14
21
<0.01
No
13*
S14
12
No
15
S9
292
0.06
27
<0.01
Yes
15
S9
27
<0.01
No
15*
S9
26
No
16
S17
282
0.01
Yes
16
S17
21
<0.01
No
16*
S17
14
No
21
D2
644
0.06
Yes
R -2514 D Total:
1,953
0.23
170
0.02
R- 2514B, C & D Total
4,281
1.1
397
0.09
*Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by
NCDWR. The table indicates 279 feet of permanent impacts and 112 feet of temporary impacts due to bank
stabilization.
7

Table 3. R -2514 C &D Riparian Buffer Impacts
8.0 Protected Species
The United States Fish and Wildlife Service (USFWS) list 17 federally protected species for
Onslow (1/24/14 list), Jones (9/22/2014 List) and Craven (9/22/14 list) Counties (Table 4).
Table 4. Federally Protected Species in ®nslow. Jones and Craven Counties
Common blame
Allowable
Mitigable
Buffer Drawing Site
Number
Zone 1
(sq. ft.)
Zone 2
(sq. ft.)
Total
(sq. ft.)
Zone 1
(sq. ft.)
Zone 2
(sq. ft.)
Total
(sq. ft.)
R -25140
Acipenser oxyrinchus
oxyrinchus
1
E
6,426
3,705
10,131
No
BGPA
N/A
2
Thalictrum cooleyii
No
E
No Effect
11,389
7,568
18,957
3
No Effect
1
Chelonia mydas
No
9,916
4,613
14,529
R -2514C Subtotal
6,426
3,705
10,131
21,305
12,181
33,486
T I
R -2514D
Northern long-eared bat
1
Yes
P
Not Required
[Piping lover
18,124
11,612
29,736
2
13,921
9,058
22,979
26
26
3
31,209
12,501
43,710
4
14,017
9,383
23,400
5
15,142
9,677
24,819
6
20,266
12,665
32,931
7
38,167
25,504
63,671
8
7,707
6,694
14,401
R -2514D Subtotal
52,837
28,253
81,090
105,716
68,867
174,583
R- 2514 C &D Total:
59,263
31,958
91,221 1
127,021
81,048 '
`208,069
8.0 Protected Species
The United States Fish and Wildlife Service (USFWS) list 17 federally protected species for
Onslow (1/24/14 list), Jones (9/22/2014 List) and Craven (9/22/14 list) Counties (Table 4).
Table 4. Federally Protected Species in ®nslow. Jones and Craven Counties
Common blame
Scientific Name
Habitat
Federal
Status
Biological
Conclusion
American alligator
mississi iensis
Yes
T (S /A)
N/A
-Alligator
Atlantic sturgeon
Acipenser oxyrinchus
oxyrinchus
No
E
No Effect
Bald Eagle
Haliaeetus leucoce halus
No
BGPA
N/A
Cooley's meadowrue
Thalictrum cooleyii
No
E
No Effect
Golden sedge
Carex lutrea
No
E
No Effect
Green sea turtle
Chelonia mydas
No
T
No Effect
Leatherback sea turtle
Dermochel s coriacea
No
E
No Effect
Loggerhead sea turtle
Caretta caretta
No
T I
No Effect
Northern long-eared bat
M otis se ' ptentrionalis
Yes
P
Not Required
[Piping lover
Charadris melodus
No
T I
No Effect

Pondberry*
Lindera melissifolia
No
E
No Effect
Red - cockaded
woodpecker
Picoides borealis
Yes
E
No Effect
Red knot
Calidris canutus ru a
No
P
Not Required
Rough-leaved loosestrife
L simachia as erulae olia
No
E
No Effect
Seabeach amaranth
Amaranthus umilus
No
T
No Effect
Sensitive joint vetch
Aesch nomene vir inica
No
T
No Effect
Shortnose sturgeon
Aci enser brevirostrum
No
E
No Effect
West Indian manatee
Trichechus manatus
No
E
No Effect
Notes: E Endangered
T Threatened
T S/A Threatened (Similarity of Appearance)
P Proposed
*Historic record
A US Fish and Wildlife Service proposal for listing the northern long -eared bat (Myotis
septentrionalis) as an Endangered species was published in the Federal Register in October
2013. The listing may become effective as soon as April 2015. This species is included in
USFWS's current list of protected species for Craven and Jones Counties. NCDOT is working
closely with the USFWS to understand how this proposed listing may impact NCDOT projects.
Northern Long -eared Bat (NLEB) surveys were recently conducted on the west side of Croatan
National Forest (CNF) in conjunction with the proposed project. The acoustic survey results
(from 39 acoustic monitoring nights) were analyzed by two software programs. A total of nine
calls were identified as NLEBs from both automated identification programs, BCID and
EchoClass. Multiple calls were also identified as Indiana bats and gray bats by BCID and
EchoClass, although neither species' range extends into central or eastern North Carolina; the
results were false positives.
Manual analysis was conducted to select calls with the most NLEB characteristics. This subset
of calls was sent to two acoustic experts (Chris Corben, Titley Scientific, and Dr. Joy O'Keefe,
Indiana State University) for further analysis. Neither expert saw conclusive evidence that
NLEB were present; most of the calls were determined to be Southeastern Bats (Myotis
austroriparius). According to the experts, six calls had potential to be from NLEBs.
As a follow -up to the acoustic surveys, 14 nights of mist - netting were conducted for the US 17 ,
project, but no NLEBs were captured. In addition to the negative mist - netting results for US 175
the following negative surveys results were also obtained in and adjacent to CNF:
• Six nights of mist - netting in CNF along the proposed Havelock bypass corridor in 2005
( NCDOT);
• Five nights of mist - netting adjacent to CNF at the NCDOT Croatan mitigation bank from 2007-
20 10 ( NCDOT);
• One night of mist- netting in Carteret County at the southern edge of CNF in 2009 ( NCDOT); and
• Acoustic driving transects conducted on CNF by USFS staff and analyzed by University of
North Carolina- Greensboro staff (Matina Kalcounis - Rueppell, personal communication).

Based on the negative mist - netting results obtained in and around CNF, NLEBs do not appear to
be present and will not be affected by the project. NCDOT will continue to coordinate
appropriately with USFWS to determine if this project will incur potential effects to the Northern
long -eared bat, and how to address these potential effects, if necessary.
8.1 Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346- 37372), the bald eagle was declared recovered,
and removed (de- listed) from the Federal List of Threatened and Endangered wildlife. This
delisting took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U.S.C. 668 -668d) became the primary law protecting bald eagles. Nesting and
foraging habitat are not present in the project area, nor have bald eagle nests or individuals been
seen within a 660 -foot radius of the project area.
8.2 Moratoria
The Trent River is designated as an anadromous fish spawning area, prohibiting in- stream work
in the Trent River from February 15 through July 15. Tributaries to the Trent River north of US
17) and Mill Creek (south of US 17) are also designated as anadromous fish spawning areas and
are subject to the same restriction. The White Oak River is designated as an Inland Primary
Nursery Area, prohibiting in- stream work in the White Oak River from February 15 through
September 30.
9.0 Cultural Resources
As documented in the project ROD, A Memorandum of Agreement (MOA) for historic- reso1irccs'
was developed in accordance with section 106 of the National Historic Preservation Act of 1966
to address the adverse effect of the proposed project on an archaeological site in the project
vicinity. NCDOT has developed and implemented an Archaelogical Data Recovery Plan for Site
31JN128 * *, a property determined eligible for listing on the National Register of Historic Places.
In the Fall of 2009, an intensive archaeological investigation and site evaluation of the Area of
Potential Effects (APE) was conducted for the proposed improvements to US 17 in Jones and
Onslow counties from SR 1330 (Deppe Loop Road) near the City of Jacksonville north to the
Jones /Craven county line outside the City of New Bern (TIP# R- 251413, C, D). This
investigation was conducted by Environmental Services, Inc. (ESI) of Raleigh, North Carolina,
on behalf of the North Carolina Department of Transportation ( NCDOT) to fulfill the
requirements of Section 106 of the National Historic Preservation Act (NHPA 1966, as
amended), and complies with the guidelines issued by the Advisory Council on Historic
Preservation (ACHP) in consultation with the North Carolina Office of State Archaeology (OSA)
and NCDOT.
Twenty -nine (29) archaeological sites were documented as a result of these investigations
(31ON1762 * *- 31ON1765 ** and 31JN122 * *- 31JN146 * *). Of the 29 archaeological sites, 26
have been recommended as not eligible for the National Register of Historic Places (NRHP).
Two of the sites (31JN137 ** and 31JN143 * *) were not assessed based on their location outside
10

of the project corridor; both of these sites are early to late 20th century cemeteries and will be
avoided by the proposed project. The one remaining archaeological site (31JN128 * *) was
recommended as eligible for the NRHP per Criterion D.
Archaeological investigations at Site 31JN128 ** documented a domestic occupation dating to
the late 18th and early 19th centuries that has been recommended eligible for the NRHP per
Criterion D for its potential to yield significant information pertaining to Middling Planters and
Farm Sites in Jones County (and historic Craven County) during the Federal and early
Antebellum periods, especially related to site structure and foodways. Spatial patterning of
artifacts is present, with defined architectural, activity, and disposal areas. Research reveals that
the family of Nicholas Adams and Elizabeth Wickliffe Bray, Middling Planters, lived on the
property from the 1790s to the 1810s, contemporaneous with the diagnostic artifacts recovered.
Avoidance of the site was recommended, but not possible. Therefore, once ROW was acquired
and a temporary easement placed around Site 31JN128 * *, archaeological data recovery
investigations were conducted relative to a signed 2011 Memorandum of Agreement (MOA) and
Scope of Work prepared by the NCDOT. Data recovery efforts took place at the site between
June and September 2014.
ESI completed a preliminary management summary for the data recovery at Site 31JN128 ** in
September 2014. All fieldwork is completed and it is recommended that the proposed proj ect be
granted clearance to proceed without concern for impacts to significant cultural resources.
10.0 FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations.
11.0 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning and NEPA compliance stages; minimization measures were incorporated as part of the
project design.
11.1 Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor for R-
2514B, C & D. Using these surveyed features, preliminary designs were adjusted to avoid
and /or minimize impacts to jurisdictional areas. During step 4A of the Interagency Merger
process, the Merger Team concurred that jurisdictional impacts have been avoided and
minimized to the maximum extent practicable through the use of alignment shifts, vertical
adjustments, a 46 -foot median width, perpendicular stream crossings, bridging Goshen Branch,
the Trent River, the White Oak River, and a tributary to White Oak River, utilizing equalizer
pipes between bisected wetland features, paralleling the existing power transmission easement in

the northern portion of the project, locating service roads and turnarounds in non jurisdictional
areas, utilization of existing US 17 as a service road, and elimination of proposed interchanges at
the northern and southern termini.
NCDOT employs many strategies to avoid and minimize impacts to jurisdictional areas in all of
its designs. Many of these strategies have been incorporated into BMP documents that have
been reviewed and approved by the resource agencies and which will be followed throughout
construction. Construction- related impacts associated with the proposed action will be
minimized by adhering to applicable rules, regulations and permit conditions and by NCDOT's
Best Management Practices for the Protection of Surface Waters. All wetland areas not affected
by the project will be protected from unnecessary encroachment. Individual avoidance and
minimization items are as follows:
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• The project was designed to avoid or minimize disturbance to aquatic life movements.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by
the USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used
to borrow material, or to dispose of dredged, fill or waste material. Documentation of the
location and characteristics of all borrow and disposal sites associated with the project will be
available to the USACE on request.
® Grass swale treatments have been incorporated in areas where flat slopes can be maintained.
• Proposed culverts will be buried 1 ft. to provide for fish passage.
• Cross pipes in jurisdictional streams will be buried lft.
• All wetlands will receive diffused flow.
• Special Sediment Control Fence will be used were applicable.
• The use of hand clearing rather than mechanized clearing where possible.
• Bank stabilization at outlets of culverts will not impact the stream bed.
• Considering environmental, hydraulic, and roadway perspectives, 3:1 slopes are proposed
within the wetlands where most practical.
11.2 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above. However, due to the extent of wetlands and surface waters in the
study area, complete avoidance is not possible. Compensatory mitigation is recommended for all
unavoidable jurisdictional impacts.
The impacts for R- 2514B, C & D occur in two HUC's: 03020204 and 03020106. R -2514B is
located entirely in 03020106. R -2514C is split between the two HUC's with the dividing line
falling across wetland sites 14 and 15, splitting them between the HUC's. Sites 1 through 13 are
in 03020106, as are Sites 22 and 23. Sites 16 through 21, and part of 14 and 15 are in 03020204.
Tables 5 and 6 break down the project impacts by HUC.
12

Table 5. Wetland Impacts by HUC
The stream impacts in Table 6 are summarized from those detailed in Table 2, less the bank
stabilization impacts.
Table 6. Stream Impacts by HUC
Project Section
HUC 03020106
HUC 03020204
Project
Section
Impact Sites
Riparian
Non- riparian
Riparian
Non- riparian
R -2514 B
All sites
5.17
4.42
0
0
R -2514 C
Sites 1 -13, 22 & 23
0
17.07
0
347
R -2514 D
Site 14
0
1.31
0
0.62
2,224
Site 15
0
0.17
0
0.12
Sites 16 - 21
0
0
0.03
2.76
R -2514 D
All sites
0
0
1.6
13.64
Total impacts
by HUC
5.17
22.97
1.63
17.14
The stream impacts in Table 6 are summarized from those detailed in Table 2, less the bank
stabilization impacts.
Table 6. Stream Impacts by HUC
Project Section
Impact Sites
HUC 03020106
HUC 03020204
R -2514 B
All sites
1,756
0
R -2514 C
Sites 1 -13, 22 & 23
32
0
Site 14
0
0
Site 15
0
0
Sites 16 - 21
0
347
R -2514 D
All sites
0
13867
Total impacts by HUC
1,788
2,224
In a May 9, 2014 memorandum, NCDOT proposed that the unavoidable impacts to Waters of the
U.S. will be offset by compensatory mitigation provided at the Croatan Mitigation Bank for the
B and C sections of the project, which are partially located in a different HUC than the
mitigation bank. The Corps approved the use of Croatan Wetland Mitigation Bank "as the
source for all stream, riparian wetland and non - riparian wetland credits to offset the unavoidable
impacts associated with R -2514 B &C" in a letter dated May 20, 2014.
NCDOT is also proposing that all impacts from R -2514D will be provided by Croatan Wetland
Mitigation Bank. The stream and wetland credits generated by the CWMB are valid in HUC
03020204, where all of the R -2514D impacts occur.
NCDOT has requested an acceptance letter from EEP to provide compensatory stream and
wetland mitigation from the Croatan Wetland Mitigation Bank. As of the date of this
application, such acceptance letter has not been issued.
Buffer impacts
All riparian buffer impacts occur in HUC 03020204. Table 7 accounts for the overlap of buffers
and wetlands on R -2514D to determine mitigation requirements. Since Site 4 through 7 occur in
wetlands, the buffer acreage must be deducted to avoid double- counting the impacts. This
13

reduces the amount of buffer impacts calculated in Table 3 for R- 2514D, resulting in a revised
total of 64,851 sq. ft. of buffers Zone 1 and 49,869 sq. ft. in Zone 2, for a revised total of 114,720
sq. ft. for R- 2514D. Adding in the impacts for R- 2514C, the total mitigable project impacts are
86,156 sq. ft. in Zone 1, 62,050 in Zone 2, and 148,206 sq. ft. total.
Compensatory mitigation for impacts to riparian buffers will be provided by EEP.
Table 7. R -2514 D Riparian Buffers in Wetlands
12.0 Indirect and Cumulative Effects
NCDOT completed an Indirect and Cumulative Effects Report on September 22, 2010 during
preparation of the 2011 FEIS. As discussed in the FEIS, project construction is not expected to
induce extensive development within the study area. It is expected that complementary land
development, such as highway oriented businesses will develop at a small scale near the site of
the proposed interchange and at the intersection of NC 58 and US 17. Based on the analysis
contained within the FEIS, very little development activity has taken place or is expected to
occur within the forseeable future, TIP Project R -2514 will not likely result in cumulative effects
on notable features of the human and /or natural environment.
14
Mitigable
Buffer
Drawing
Zone.l
Zone 2
Total
Site
(sq. ft.)
(sq. ft.)
(sq. ft.)
Number
R -2514D
Impacts
14,017
9,383
23,400
4
Less buffers in
_12,324
-6,294
- 18,618
wetlands
Subtotal
1,693
3,089
4,782
Impacts
15,142
9,677
24,819
5
Less buffers in
-433
-0
-433
wetlands
Subtotal
14,709
9,677
24,386
Impacts .
20,266
12,665
32,931
6
Less buffers in
-0
1 432
-1,432
wetlands
'
Subtotal
20,266
11,233
31,499
Impacts
38,167
25,504
63,671
7
Less buffers in
- 28,108
- 11,272
- 39,380
wetlands
Subtotal
10,059
14,232
24,291
Remaining buffer impact
46,727
38,231
'
84,958
requiring mitigation
12.0 Indirect and Cumulative Effects
NCDOT completed an Indirect and Cumulative Effects Report on September 22, 2010 during
preparation of the 2011 FEIS. As discussed in the FEIS, project construction is not expected to
induce extensive development within the study area. It is expected that complementary land
development, such as highway oriented businesses will develop at a small scale near the site of
the proposed interchange and at the intersection of NC 58 and US 17. Based on the analysis
contained within the FEIS, very little development activity has taken place or is expected to
occur within the forseeable future, TIP Project R -2514 will not likely result in cumulative effects
on notable features of the human and /or natural environment.
14

13.0 Essential Fish Habitat
The Trent River is listed as Essential Fish Habitat to its existing crossing of US 17, downstream
of the project. The White Oak River is listed as Essential Fish Habitat to SR 1101 in Stella, also
downstream of the project. Consequently, the project will not impact any essential fish habitat
afforded protection under the Magnuson- Stevens Act of 1996 (16 U.S.0 1801 et seq.).
14.0 Regulatory Approvals
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above - described activities.
Section 10: Application is hereby made for USACE authorization under Section 10 of the Rivers
and Harbors Act as required for the above - described activities
Section 401: We are requesting a Section 401 Water Quality Certification and Neuse Riparian
Buffer Authorization from NCDWR. We are providing this application to the NCDWR, for their
approval.
N.C. Coastal Area Management Act: A CAMA Major Development Permit is also required for
the section of the project in Craven County, specifically the crossing of the White Oak River due
to impacts to Public Trust Area and Public Trust Shoreline Areas of Environmental Concern.
Authorization to debit the $475 Permit Application Fee from WBS Element 34442.1.3 is hereby
given.
A copy of this permit application and its distribution list will be posted on the NCDOT website
at: https:Hconnect.nedot.gov /resources /Environmental/
If you have any questions or need additional information, please contact Gordon Cashin at 919-
707 -6107 or gcashin @ncdot.gov.
Sincerely,
Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List.
15

�4
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GOVERNOR
February 10, 2015
US Army Corps of Engineers
Regulatory Field Office
2407 West 5th Street
Washington, NC 27889
Attention: Mr. Tom Steffens
NCDOT Coordinator
Dear Sirs:
ANTHONY J. TATA
SECRETARY
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Mr. Stephen Lane
NCDOT Coordinator
Subject: Application Modification Request for USAGE Individual Permit, Section 401
Water Quality Certification9 Neuse Riparian Buffer Authorization and LAMA
Major Development Permit for the proposed improvement of US 17 from south of
Belgrade at SR 1330 /SR 1439 to the New Bern Bypass, in Onslow, Jones and Craven
Counties. TIP No. R -2514 B, C & D.
References: NCDOT permit application dated November 14, 2014
NCDWR On Hold letter dated January 27, 2015
As you are aware, the North Carolina Department of Transportation ( NCDOT), Division of
Highways, proposes to improve US 17 from SR 1330 /SR 1439 south of Belgrade to the New
Bern Bypass. Permit applications for this project were submitted to the regulatory agencies on
November 14, 2014. The purpose of this letter is to provide additional information requested by
the agencies and provide updated application materials where changes in project plans have
occurred. Unless provided with this revised application, all other information included in our
original application has not changed.
PECDVED
1.0 Agency Comments on the Permit Application
1.1 N.C. Division of Water Resources
In an e -mail dated January 5, 2015, David Wainwright of the N.C. Division of Water Resources
(DWR) requested a listing of which impacted stream resources are perennial and which are R:C' -i ; ^
intermittent.
_jl
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.NCDOT.ORG
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

Stream Status
R- 251413: Permit Sites 6 and 16 are perennial, Site 13 is intermittent
R- 2514C: All sites are intermittent
R- 251413: Only Permit Site 3 is perennial. This site is a tributary to Trent River, and is identified
as stream T15 in the EIS and other documentation (mistakenly listed as 131 in the permit
application's Table 2.)
Most of these stream calls are identified in Table 2 from the Wetland and Stream Delineation
Reevaluation and Neuse River Buffer Reassessment (ESI, Oct. 3, 2007). Sites G2 and W22
aren't specifically listed in the 2007 table; the status of these sites was confirmed with Matt
Smith of Environmental Services, Inc., who conducted the fieldwork.
The DWR submitted a comment letter on January 27, 2015 requesting additional information and
placing the permit application on hold until the information was provided. This letter
specifically mentioned six areas in which the application was deficient. These comments and
their responses are listed below.
Comment 1: Section B — At Site 14, it appears as if the fill impact and excavation impact
numbers are reversed; please verb if the presented impacts are correct.
Response: The calculations for these impact areas have been reviewed and verified.
Comment 2: In the application, Table 1, R- 2514B, the stated subtotal of permanent wetland
impacts (9.63 acres) do not total the sum of the impacts presented nor the impacts summary
sheet (9.59 acres). Please verb.
Response: NCDOT has re- checked the totals and the impact summary sheet should be 9.61
acres. The remaining difference is due to rounding, and the difference in how significant figures
were handled in the summary table versus the cover letter tables. The table entries for R -2514 C
have been changed to reflect impact revisions and to be consistent with the proposed impact data
that was provided in the R -2514 B and D sections.
Comment 3: Section C — The Stormwater Management Plan states that approximately 2 13rds of
the project are in the Neuse River Basin, which is a riparian buffer basin. However, the plan
does not include a swale summary table as does Section D. Please forward a summary table for
this area.
Response: A swale summary table for Section C is attached.
Comment 4: Section C — There are two sets of impacts for power lines; one has impact sites 1 -5
and the other has impacts sites 1 -27. Please resolve this discrepancy. RECEIVED
I!7?
Response: The permit drawings depicting utility impacts for section C have been consolidated
into a single set of drawings depicting all sites. The new drawings are attached. !� W
Comments 5 and 6: Section D — At Utility Site 1 there appear to be power pole /line relocations.
2

The amount of hand clearing requested seems to be excessive for the proposed activity. Please
explain why this amount of clearing is necessary. At Utility Site 2 the amount of hand clearing
requested seems excessive for the proposed utility relocation. Please explain why this amount of
clearing is necessary.
Responses to Comments 5 & 6:
Further coordination with the utility companies has reduced the clearing impacts in this area of
the project. However, this review revealed an error in the permit application at these impact
sites. Specifically, the summary sheet incorrectly lists the impacts at Site 1 and 2 as 0.01 and
0.60 acres respectively, and showed the total impacts as 0.61 acres in the permit application.
Utility Permit Drawings Sheet 2 correctly showed that Site 1 impacted 1.259533 acres and Site 2
0.5993 acre, a total of 1.86 acres. The Utility Permit Drawing data was incorrectly transferred to
the summary sheet.
The revised drawings included in this submittal show a much reduced footprint; with Sites 1 and
2 impacting 0.35 and 0.40 acre due to hand clearing. This reduced the impacts from 1.86 acres
to 0.75 acre.
1.2 Corps of Engineers Comments
In an email dated January 22, 2015 from Tom Steffens with the US Army Corps of Engineers
( USACE) to Gordon Cashin with NCDOT, the USACE expressed concerns about a road paving
"detour" project recently proposed near R -2514. This paving project will not be associated with
R -2514. Furthermore, other than the onsite temporary detour described below, the NCDOT is
not aware of any other elements in the works for R -2514, and believes the current permit
drawings reflect the extent of the project's impacts.
The revised drawings now include a temporary onsite detour associated with Section C of the
project. The additional impacts for this detour are depicted in an attached set of drawings. The
Site 1D shown in these drawings is an extension of Site 1 on Sheet 58 of 62 of the permit
drawings. The Site 2D in the detour drawings is an extension of Site 2 shown on Sheet 7 of 62
of the permit drawings.
During phase I of construction, the proposed north bound lanes will be constructed while traffic
is maintained on the existing alignment. During phase Il, the temporary onsite detour will be
utilized to carry traffic from the existing alignment to the newly constructed north bound lanes so
the proposed southbound lanes, which follow the existing alignment, can be constructed. The
additional temporary impacts are provided later in the revised impact tables.
2.0 Updates to the Permit Application
3.0 Summary of Impacts
Permanent Impacts: Proposed permanent impacts for R -2514 B, C & D include fill, excavation,
and mechanized clearing in 46.86 acres of wetlands, including 6.77 acres of riparian wetlands,
and 40.09 acres of non - riparian wetlands. Proposed permanent impacts to jurisdictional streams

are 4,281 linear feet, including 279 feet of bank stabilization. Impacts due to utility work involve
minimal fill in wetlands.
Temporary Impacts: Proposed temporary impacts for R -2514 B, C & D include temporary fill,
temporary excavation, in 0.59 acre of wetlands, including 0.13 acre of riparian wetlands, and
0.46 acre of non - riparian wetlands. There will be 397 linear feet of temporary impacts to
jurisdictional streams including 112 feet of temporary impacts due to bank stabilization. There
will also be 0.01 acre of temporary fill in wetlands in the hand clearing areas for erosion control
measures
Hand - Clearing: There will be 6.55 acres of hand- clearing in jurisdictional wetlands due to
project construction and 2.59 acres of hand - clearing for utility relocations.
4.0 Summary of Mitigation
The proposed construction of R -2514 B, C &D will impact 6.77 acres of riparian wetlands and
40.15 acres of non - riparian wetlands that will require mitigation (includes 0.06 acre of wetlands
counted as a total take which will be mitigated at a 1:1 ratio). The project will impact 4,002
linear feet of jurisdictional stream that will require mitigation. In addition, the project will have
unavoidable mitigable impacts to 148,206 square feet of riparian buffers, including 86,156 sq. ft.
in Zone 1 and 62,050 sq. ft. in Zone 2 in the Neuse River Basin.
7.4 Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands, surface waters and riparian buffers for R -2514 B, C & D were
summarized in Tables 1, 2 and 3 respectively in the permit application. Tables 1 and 2 have
been revised below to reflect the impact revisions resulting from: minor changes in design,
presenting proposed impact data for all three sections consistent, and duplicate entries. The table
entries that have changed are highlighted in gray. Totals may not match the sum of individual
impacts provided on the attached impact summary sheets due to rounding.
1'E' - IVc-D
4

Tfihl,,l _R_?1;14_R_C&D Wetland Imnact.v.
Permit
Map Label
Mitigation
Drawing
in FEIS
Type
Permanent
Temporary
Required'
Site
Impacts (ac.)
impacts (ac.)
(2:1)
(2011)
Number
R-2514B
1
241
Non-riparian
0.4
Yes
2
242
Non-riparian
0.19
Yes
3
32
Non-riparian
<0.01
Yes
4
31
Non-ri arian
0.01
Yes
5
27
Non-riparian
2.31
Yes -
6
26
Riparian
1.2
Yes
7
24
Non-riparian
0.14
Yes
8
22
Non-riparian
0.07
Yes -
9
245
Agricultural ditch
No
10
44, 45, W9
Riparian
3.70
0.06
Yes
11
42
Riparian
0.19
Yes
12
W8,46
Riparian
0.01
0.01
Yes
14
48
Non-riparian
-
Yes
15
49
Non-riparian
1.22
Yes
16
W22,250
Riparian
Yes
R-2514B
Riparian:
0.07
R-2514B Non-riparian:
IN
0.0
R-2514B Subtotal:
0.07
R-2514C
1 49 & 65
Non-riparian a t2 Yes
Non rip arian 0.13 Yes
2
49 & 65
3
49
Non-riparian
Yes
67 (west
4
side), 65, 68
Non-riparian
8.25
<0.01
Yes
&75 (east)
5
69 & 70
Non-riparian
0.25
Yes -
6
71 &72
Non-riparian
<0.01
Yes
7
74
Non-riparian
Yes* -
8
75
Non-riparian
0.73
Yes
9
77 west, 76
Non-riparian
1.06
Yes
east
10
79 & 80
Non-riparian
1.10
Yes
11
78
Non-riparian
OW
Yes
12
82 & 83
Non-riparian
0*50
Yes
13
west 85 &
Non-riparian
es
86, east 84
14
88
Non-riparian
1.93
Yes
is
89,90,91
Non-riparian
0.29
IN41- 0 WON '
;". " 0. 02. BE
Yes
west 92, east
Non-riparian
0.73
gl� v
Q
Yes
93
94, GI
Riparian
OQ 1
Yes
RE C % EIVED

Table 1 continued. R -2514 B, C & D Wetland Impacts
Permit
Drawing
Site
Number
Map Label
in FEIS
(2011)
Type
Permanent
Impacts (ac.)
Temporary
Impacts (ac.)
Mitigation
Required '
(2:1)
20
100
Non-riparian
1.78
Yes
21
98
Non-riparian
0.25
Yes
23
65 & 63
Non-riparian
0.03
Yes
R- 2514CRiparian:
v
0.0
R -2514C Non-riparian:
R -25140 Subtotal
R -2514D
2
114
Non - riparian
2.54
Yes
3
131
Riparian
0.18
<0.01
Yes
4
132 & 135
Riparian
0.74
0.06
Yes
4
141
Non-riparian
0.20
Yes
5
166
Non-riparian
0.91
Yes
6
167
Non-riparian
1.73
Yes
7
175
Non-riparian
0.02
Yes
8
177
Non-riparian
0.25
Yes
9
181
Riparian
0.60
Yes
10
182
Non - riparian
0.40
Yes
11
184
Non-riparian
1.05
Yes
12
186
Non-riparian
0.37
Yes
13
246
Riparian
0.02
Yes
14
196
Non-riparian
0.34
Yes
15
229
Non - riparian
0.05
Yes
17
201
Non-riparian
1.55
Yes
18
202
Non-riparian
0.68
Yes
19
226
Non-riparian
1.55
Yes
20
225
Non - riparian
0.36
Yes
21
211
Non-riparian
1.62
Yes
22
See note **
Non-riparian
0.02
Yes
23
D1, 217
Riparian
0.06
Yes
R -2415D Riparian:
1.6
0.06
R -2514D Non-riparian:
13.64
R -2514D Subtotal:
15.24
0.06
R -2514 B, C & D Total Riparian:
_
0.13
Non-riparian:
�� 1}fl4}
s: s
Grand Total'
R-11 - OD -
* R -2514C Site 7 includes an additional 0.06 acre of un- impacted wetlands counted as a total take, not included in
the table above. This will be mitigated at a 1:1 ratio.
** Site 22 is a non - riparian wetland site identified during construction of R -2301A (New Bern Bypass) that had not
been accounted for during the permit for that project. It was decided to include this site on the permit application for
R- 2514B, C & D to obtain after- the -fact authorization and provide mitigation.
** *For permanent impacts

Table 2_ R -2514 Surface Water imnacts
Permit
Drawing Site
Number
Waterbody
Labeled in
FEIS.
Permanent
(ft)
Permanent
(ac.)
Temporary
(ft)
Temporary
(ac.)
USACE
Mitigation
Re uired (2:1)
R -2514B
6
W5
130-
0.02
6
<0.01
Yes
6
W5
356
0.07
14
<0.01
Yes
6*
W5
25
<0.01
10
<0.01
No
6*
W5
25
<0.01
10
<0.01
No
13
W21
1151
0.60
60
0.04
Yes
13*
W21
27
0.01
7
<0.01
No
13*
W21
29
0.01
7
<0.01
No
13*
W21
87
0.05
No
16
W22
120
1 0.04
25
0.01
Yes
R -2514B Total.
1,95x '
. -. 0 80 {'
139
0 OS
R -2514C
17
GI
109
0.01
Yes
18
G1
132
0.02
Yes
18*
G1
20
<0.01
No
19
G2
106
0.01
Yes
19*
G2
58
<0.01
No
22
W21
32
0.02
Yes
22
W21
10
0.01
No
R -2514C Total:
379
0.06
88
0.01
R -2514D
1
B5
218
0.01
31
<0.01
Yes
1*
B5
16
No
3
131
5
<0.01
50
0.01
Yes
6
167
0.03
No
9
S18
196
0.05
20
<0.01
Yes
9*
S18
18
No
13
S14
230
0.01
21
<0.01
Yes
13*
S14
12
No
15
S9
292
0.06
27
<0.01
Yes
15*
S9
26
No
16
S17
282
0.01
21
<0.01
Yes
16*
S17
14
No
21 D2
R -2514 D Total:
644
1,953
0.06
0.23
170'0
fF4'
z
Yes
R- 25148, C & D Total
; ,th4$2', ,_
1.1
397
0.09
*Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by
NCDWR. The table includes 279 feet of permanent impacts and 112 feet of temporary impacts due to bank
stabilization.
11.2 Compensation
Table 5 breaks down the proposed permanent wetland impacts by HUC. The table entries that
have changed are highlighted in gray.

Table 5. Wetland Impacts by HUC
* R -2514C Site 7 includes an additional 0.06 acre of wetlands counted as a total take, not included in the table
above. This will be mitigated at a 1:1 ratio.
NCDOT has received an acceptance letter dated November 14, 2014 from EEP providing
wetland and stream mitigation from the Croatan Wetland Mitigation Bank. Though impacts
have been revised, it appears that this letter still adequately covers compensatory mitigation for
this project and in fact, may exceed actual mitigation needs. If necessary, NCDOT will request
that EEP reduce mitigation credits after permits are obtained.
A copy of this revised permit application and its distribution list will be posted on the NCDOT
website at: https: // connect. ncdot .gov /resources/Environmental/
If you have any questions or need additional information, please contact Gordon Cashin at 919-
707 -6107 or gcashin @ncdot.gov.
Sincerely,
�r Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit.Application Standard Distribution List.
HUC 03020106
HUC 03020204
Project
Section
Impact Sites
Riparian
Non - riparian
Riparian
Non- riparian
R -2514 B
All sites
R -2514 C
Sites 1 -13, 22 & 23If3;
Site 14
1.31
0.62
Site 15
0.17
1 0.12
Sites 16 - 21
a
Ft .
2.76
R- 2514 D
All sites
1.6
13.64
Total impacts
by HUC5
@345
X161 h
17.14
* R -2514C Site 7 includes an additional 0.06 acre of wetlands counted as a total take, not included in the table
above. This will be mitigated at a 1:1 ratio.
NCDOT has received an acceptance letter dated November 14, 2014 from EEP providing
wetland and stream mitigation from the Croatan Wetland Mitigation Bank. Though impacts
have been revised, it appears that this letter still adequately covers compensatory mitigation for
this project and in fact, may exceed actual mitigation needs. If necessary, NCDOT will request
that EEP reduce mitigation credits after permits are obtained.
A copy of this revised permit application and its distribution list will be posted on the NCDOT
website at: https: // connect. ncdot .gov /resources/Environmental/
If you have any questions or need additional information, please contact Gordon Cashin at 919-
707 -6107 or gcashin @ncdot.gov.
Sincerely,
�r Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit.Application Standard Distribution List.

DCM MFl
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
R -25148
Applicant 1: First Name
Richard
MI
W.
Last Name
Hancock, PE
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
NCDOT -PDEA, 1548 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
276991 548 '
Country
Phone No.
919-707-6107 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
gcashin @ncdot.gov
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
a

Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow Jones
c. Size of individual @ot(s)
US 17
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
N/A
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
White Oak River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
NNatural ❑Manmade ❑Unknown
White Oak River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes NNo
work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
400
300,000
c. Size of individual @ot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
7' ❑NHW or ®NWL
e. Vegetation on tract
Forested: red maple, royal fern, cinnamon fern, lizard's tail
f. Man -made features and uses now on tract
N/A
g. Identify and describe the existing land uses adjacent to the proposed project site.
Forested
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Onslow County: Rural agriculture; Jones County:
(Attach zoning compliance certificate, if applicable)
Agriculture - Residential & Rural Conservation
❑Yes []No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. NYes ❑No ❑NA
If yes, by whom? NCDOT, ESI
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
Z .,. .. t <. . i ' . ' '-� ,. •�. n 6 , 3 .? x s .s o ..
1;,v . i , .. > .. 5 -m r ... -: 3 a 2, � n �'`.. b 4� ,.

Major Development Permit
FAre wetlands on the site? NYes ❑No
coastal wetlands on the site? ❑Yes NNo
ither (i) or (ii) above, has a delineation been conducted? NYes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial NPublic/Government
❑ Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
To maintain and improve public transportation.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Heavy highway construction equipment.
d. List all development activities you propose.
Land clearing, grading & filling, road & bridge construction
e. Are the proposed activities maintenance of an existing project, new work, or both?
New Work
f. What is the approximate total disturbed land area resulting from the proposed project?
120 ❑3q.Ft or NAcres
g. Will the proposed project encroach on any public easement, public accessway or other area
®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing. and proposed discharges to waters of the state.
See attached permit drawings
I. Will wastewater or stormwater be discharged into a wetland?
®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
:,;:: ❑Yes. ❑No ❑NA
j. Is there any mitigation proposed ?.
®Yes ❑No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>

Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -9) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See attached landowner letters Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
N/A
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I 3 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date � 3 2-o/Lf PrintName RIC -RAP-fl �• 9NNC -0CK
Signat _-
Please indicate application attachments pertaining.-to. your proposed project.
®DCM MP -2 Excavation and Fill Information. ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information

l 1 Eel Z 1111 . •'
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION ®This section not applicable
a. Amount of material •to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh d. High - ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
r__ -
12.
a.
C.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
DISPOSAL. OF EXCAVATED MATERIAL
Location of disposal area.
(i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii)
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
If yes, how much water area is affected?
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material •to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands /marsh d. High - ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
r__ -
12.
a.
C.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
DISPOSAL. OF EXCAVATED MATERIAL
Location of disposal area.
(i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii)
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
If yes, how much water area is affected?

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: o•
❑Bulkhead NRiprap ❑Breakwater /Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2 ft. d.
e. Type of %bilization material
Class ( Rip Rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap q 7`1 r
Breakwater /Sill Other
i. Source of fill material.
To be determined by contractor
Lengtn: i i a n.
Width: g-4
Maximum distance waterward of NHW or NWL: �f
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No [DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL. ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a tit Will fill material ha hrouaht to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation tsHV /, sneu ooaom took, ut
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAN ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
15, GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragllne,
controlled? backhoe, or hydraulic dredge)?
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
�. r R%C-V A P w. 14�co CK
Applicant Name
Date ((��
Applicant Signature
Project Name
S

Form 8CM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
[]Commercial ®Public /Government ❑Private /Community
c. Type of bridge (construction material):
Prestressed Concrete Girders
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9. Length of proposed bridge: 1160 ft. and 160 ft.
b. Water body to be crossed by bridge:
White Oak River (1160 ft.) and Higgins Branch (160 ft.)
d. Water depth at the proposed crossing at NLW or NWL:
4.1 ft. (White Oak River) - 1.5 ft. (Higgins Branch)
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 2@38 ft.
i. Will the proposed bridge affect existing water flow? ®Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: As water surface rises with large storm increasing the existing navigable opening? ❑Yes ®No
events, bents will be in the water. Approximately 1850' of If yes, explain:
fill is in the 100 year f!oodplain.
k. Navigation clearance underneath proposed bridge: 15.7 ft.
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ❑No
If yes, explain: The Higgins Branch bridge (160 ft.) does not
cross navigable waters.
I. Have you contacted the U.S. Coast Guard concerning their
approval? [--]Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: 13.7 ft.
2. CULVERTS ®This section not applicable
a• Number of culverts proposed:
b. Water body in which the culvert is to be placed:
252- 888 -2808 ;- 'I- 888- 4RCOAST -- www.nccoastaimanaqement.net
revised. 10/26/06
0
N

Form, Ct PAP-5 (Bridges and CvN -arts, Page 2 of tip)
< Form continues on back>
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Width of proposed culvert:
I. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
[]Yes []No
If yes, explain:
3. EXCAVATION and FILL []This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 25 ft
(iii) Avg. width of area to be excavated: 80 ft.
(iv) Avg. depth of area to be excavated: 2 ft.
(v) Amount of material to be excavated in cubic yards: 150 Cy
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
prnokklt revised: 10/2610

Form DCM P-5 �Brjdges and Culivert ,, Page- 3 n14)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
e.
7
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? []Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes [-]No
If yes, give dimensions if different from (ii) above.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 1850 ft.
(iii) Avg. width of area to be filled: 180 ft.
(iv) Purpose of fill: Proposed Roadway
4. GENERAL
a.
Will the proposed project require the relocation of any existing
utility lines? ®Yes ❑No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain:
Form continues on back>
252-808-2808 :: 11=$38= 'f r ,,_ r_ 10126/06
r3

c. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM -MP -2,
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Heavy highway construction equipment.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
Date
Project Name �— 2-5 t
Applicant Name =�pr R�� W, RAN W C- <
Applicant Signature
C/
d. How will excavated or fill material be kept on site and erosion
controlled?
Use of Standard NCDOT Best Management Practices and
erosion control measures.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Temporary work bridges.

Month Carolina Department of Transportation ! \
fL�l xlyft Plighway Stormwater Program .
STORM4YATER IIANAGEIVIENT PLAN .
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS '
Project /TIP No.: R -2514B Coun ies : Jones Onslow Page 1 of 1
General Pfoject Information
Project No.: R- 25146 Project Type: New Location Date: 1/23/2014
NCDOT Contact: Paul Atkinson, PE Contractor/ Desi ner:
Address: 1020 Birch Ridge Rd. Address:
Raleigh, NC 27610
Phone: [phone] Phone:
Email: [e-mail] Email:, -
Ci /Town: Maysville Coun ies : Jones Onslow
River Basin(s): White Oak CAMA County? No Yes
Primary Receiving Water: White Oak River NCDWQ Stream Index No.: 20-(1)
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class -C
Supplemental:
Other Stream Classification:
303(d) Impairments:
Buffer Rules in Effect N/A
t ? , ?; PRa ect €DescTi tion
Project Length lin. Miles or feet): 4.156 Miles Surrounding and Use: J 9 ( ) ,. g Farmland
Pro . edPro ect Ezlstin 'Site`i
Project Built -Upon Area (ac.) ac. ac.
Typical Cross Section Description: Four Lane Divided Highway with 38' grassed median. 4' interior paved shoulder, two 12` Two Lane Highway with two 12' travel lanes and T paved shoulders.
travel lanes, and 10' exterior paved shoulder.
Average Daily Traffic (veh /hr /day): Design/Future: 15,900 2035 Existing: 6800 2015
General Project Narrative: R -25146 is the planned new US 17 bypass of Maysville. Two major structures are planned at the crossing of the L Line (US 17 Bypass) with Higgins Branch and the White
Oak River. The structure over.Higgins Branch is 2@80'45" Girders for a total length of 160', while the structure over White Oak River is 2 @100', 7 @110', 1 @100', andl @90'
63" MBT for a total length of 1160'. Grass lined ditches are utilized throughout where possible. Any ditches draining to wetlands were daylighted 10' before entering the
wetlands to prevent concentrated flow from entering and additional impacts to the wetlands. Rip Rap toe protection was used in areas where this was not possible to maintain
non - erosive velocities through the wetlands. 36" RCP -IV Equalizer Pipes were used in areas where the proposed roadway is splitting wetlands: STA. 72 +04 -L -, 75 +50 -L -,
151 +92.61 -L -, 157 +27.35 -L- to allow for water to pass freely from one side of the highway to the other allowing for wetlands to remain viable. Storm drain outfalls have been
located outside of wetlands where possible.
" R @ferenceS ;s

31 North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(version 1.2; Released September 2019.) '- FOR LINEAR ROADWAY PROJECTS
Pro'ect1TIP No.: R -25148 Coun ies : Jones Onslow Page 2 of 2
Project Environmental Summary
Surface'1Nater lm `acts
Sheet
Station
Feature
Water / Wetland 1
Receiving Surface
NRTR Map
NCDWQ Stream
NCDWQ Surface
303(d)
Type of
Existing
Proposed
No.
From / To
Impacted
BufferType
Water Name
ID
Index
Water Classification
Impairments
Im act
SCM
SCM
10
Y2A- 31 +03
Stream
Perennial
Cotman's Branch
W5
N/A
N/A
None
Culvert
N/A
31 +50
10
-L- 99 +27
Stream
Perennial
Cotman's Branch
W5
N/A
N/A
None
Culvert
N/A
100 +97
18
-Y3A- 23 +40
Stream
Intermittent
N/A
W21
N/A
NIA
None
Culvert
N/A
23 +74
18
-L- 207 +00
Stream
Intermittent
N/A
W21
NIA
NIA
None
Stabilization
N/A
208 +34
18
- Y3E -11 +39
Stream
Intermittent
N/A
W21
N/A
N/A
None
Stabilization
N/A
12 +10
19
-L- 213 +85
Stream
Intermittent
1 -
N/A
W21
N/A
N/A
None
Fill
N/A
222 +00
20
-L- 222 +00
Stream
Intermittent
N/A -
W21
NIA
N/A
None
Fill
N/A
223 +71
22
-Y2- 30 +83
Stream
Mitchell's Branch
N/A
N/A
N/A
None
Stabilization
NIA
32 +00
List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.

L. . . . . . . . . . .
=7777,7,
'R _SR 51� V"I.- '1 1 11-1.1"I"N" 11111�1
1i .+ 0" ",1 SP,
NO;
g
. . . . . . .
ProjectITIP No 34442.1.5 Coun!Zies): Jones Craven
Pane 1 of 3
poet,
Pro ject No.:
34442.1 .5 Pro*ect : New Location 3/712014
NCDOT Contact: Randy Henegar, P.E. Contractor I Desi ner:
Address: 1020 Birch Ridge Dr.
Address:
Raleigh, N.C. 27610
Phone: [phone]
Phone:
Email: rhenegaE2ncdot.gov
Email:
City/Town: Pollocksville
Countyfles): Jones Craven
River Basin(s): Neuse
CAMA County? No Yes
Primary Receiving Water: Trent River NCDWQ Stream Index No.: 27-101-(l)
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C
Supplemental: Swamp Waters (Sw) Nutrient sensitive, waters (NSW)
Other Stream Classification:
303(d) Impairments:
Buffer Rules in Effect
Neuse
7!rrr
7777
Project Length (lin. Miles or feet):
6.383 Miles Surroundins Land Use: Farmland
P.
Project Built-Upon Area (ac.)
58.80
Typical Cross Section Description.
ac.
The roadwaytypical section is. of .a foUr-lane roadway divided by a 46-foot median with
N/A ac.
NIA
12-foot lanes'and paved shoulders.
Average Daily Traffic (veh/hriday)-
Design/Future: 20,800 (2035) 1 Existinq: 12,606 2000),
General Project Narrative:
NCDOT proposes to improve a 16-mile portion of US 17 between Deppe Loop. Road (SRI 330) Springhill Road, (SR 1439) south. of Belgrade and the New Bern Bypass near
the Jones/Crav6n. County line South of New Bern. Proposed improvements include . abombination of widening on the existing alignment a , nd constructing new segments I west
of the existing route. The proposed facility would widen, US, 17 to a divided four-lane facility, with bypasses of,Maysville,and Pbllocksville on new:location. R-2514D is the
planned new US 17 bypass of.Pollocksville. Two major Structures are planned at I the crossing of the -L- Line (US 17 Bypass) with Goshen Branch: and the Trent River. The
structure over Goshen Branch is dual bridges with 5@95' 54" Girders for a total length of 475', while the structure over the Trent River is dual bridges.with 13@9.5'54" Girders
for a total length of 1235'. Another major structure is planned at the crossing of the -DRV3- Line and Goshen Branch, which is a 2@ 8'X8' Reinforced Concrete Box Culvert
with a total length of 40'. One last major structure is planned at the crossing of the -Y1 ORPA- Line and Deep Gully, and is a bridge with 2@100'63" Modified Bulb Tee for a
total length of 260'. Grassed swales have been utilized where possible to treat drainage going into buffered zones. The.cumulative length of grass swale ditches on the
project total 12853 ft. The recommended treatment length for the entire project totals to 11329 ft.
7777777
References.

.., � f �•a..:e a i1- .w, I r ..:,,,,<r,. -Y.a A F A r A �1, J g�, m t v �
'+ J ,�.. x., \MrAKnSj 4� { � I \.. \ i 1 f i�lV y,T �... ty � 1 \t� � 1 ,,., Sy Y 1:.. �n�.�Ia A p, . �t�,� �yy
•, .
f (iW�. a .!JkD hl: '�',.1�w4 � Y1.,v �rK W 1{' .'F. ' $ fA l J... y: 11, "t. l j�y M:•:, ��',. :' 4 l .ye611 7 \ J I 1 ; v ;. ,i
� (9'�W �}1
i 4 1 ✓-.
�..
�. :,:w+ C' �: n {'.,5L�' "' \4, ,t....., ✓:.vr :w '••.' ."i F t A.: ,:..,. . 1 I I.:r,a... ..uwr •, '.. :'<
d�'�,. 1 A'k,t };':• h lh Nl.. a "51 , \, Y V ��.. �C. � } s:,.,t� 5, C4.4 '.: +.' < .. ,..��- 'f�- '.,.,. t,:tu.•7r. 1N �._ ..;.,.,
It ,•, &5 {y'�, ro .r K }1h CL{ /�I ; .,.t Yf �' :.tl k ;Q .:.rL r.fl 1.. . +1'' c ad '
' i i, de t. ,, A':
' Y,'d"" r 1'" FOFI+,r4` S
r
•r
.P ,, , . ,t ti"PROJEC`r5, ..
Pro ectMP No 34442 1 5
r t
\
Coun ies Jones Craven
- •: \ t,. r „,`''.rr ;mli,s",.,Ifrr� ,\ ; ,
V f
Page
2 Of 3
. ., ...,ar4a:,Ya «.,,t.l,,.�:,�r 1 ,,.. z.A,„ • s+ },�Yl:.;
Stream Drainage Recommended Actual Longitudinal
Sheet Station Crossing Base Width Front Slope Back Slope Area
Rock
Treatment Length Length
No. From / To Station ft
Slope Q2 V2
Q10 V10 Checks
H: H :V ac ft ft)
300 +00
{ °� °) {cfs ff s
cfs (fps) Used
4 - NA 4.0 3:1 3:1 6.12 612 � p
301 +50 LT -L-
0.30% 11.0 1.6
14.0
300 +15 to
1.7 No
.
4 &5 NA 00 6:1 6:1 0.47 47 426
304 +00 HIED -t-
0.30% 1.2 0.8
1.6 0:9 No
9 364 +06
NA
D -L-
370 +37 MED 0.0 10 :1 10:1 0.68 68 631
1.70% 1.5 1.4
2.0 1.6 No
9
370 +50 to
372 +30 RT
372 +30 RT
L-
3.0
3:1
3:1
4.78
476
rL-
,:
0.45%
13.5
2.0
17.5
2.1
No
9
17 +00 to .
NA
2.0
3:1
3:1
0.15
18 +00. - DRV3 -
15
100
2.11%
0.4'
1.3
0.5
1.4
No
9
18 +28 to
20 +16 - DRV3 -
NA
2.0
3:1
3:1
0.14
14
188
1.20%
0.4
1.0
0.5
1.1
No
9
375 +40 t0
NA
0.0
6:1
6:1
0.58
510
0.60%
1.5
1.1
2.0
380 +50 MED -L-
1.2
No
58
9 &10
380 +5010
NA
0.0
6:1
6:1
0.30
280
0
0.8
0.7
1.0
0.8
383 +30. -L- .
30
.30%
No
11
399 +70 to
NA
0.0
4:1
3:1
0.20
125
0.30%
0.6
0.8
0.8
0.8
No
400 +95 LT -L-
20
11
400 +95 to.
NA
0.0
4:1
3:1
5.80
580
0.30 %'
8.0
1.4
10.0
1.5
No
406 +50''LT -L-
11
404 +50 to
NA
0.0
4:1
3:1
1.70
400
0.40%
3.1
1.2
4:0
1.3
No
408 +50. RT -L-
170
11
395 +78 to
NA
0.0
10:1
10:1
0.28
272
0.34%
0.8
0.7
1.0
0.7
No
398 +50 MED -L-
28
11
398 +50 to
NA
0.0
6:1
6:1
0.62
580
0.30%
1.6
0.9
2.1,
0.9
No
404 +30 MED -L-
62
11
1 404 +30So,
NA
0,0
6:1
6:1
0.64
605
0.38%
1.7
0.8
2.2
0.8
No
410 +35 MED -L-
84
16
465 +50 to
NA
0.0
6:1
6 :1
0.90
720
0.30%
2.7
1.0
3.5
1.1
No
472 +70 MED -L-
90
16 &17
472 +70 to
NA
0.0
6:1
6:1
0.37
330
0.30%
1.0
0.8
1.2
0.8
No
476 +00 MED -L-
37
17
476+0016
NA
0.0
6:1
6:1
0.80
736
0.30%
2.1
0.9
2.7
1.0
No
483 +36 MED =L-
80
21
+16 M 30.
539 +16 MED: -G-
NA
0.0
6:1
6:1
1.07
107
1066
0.30%
2.8
1.0
3.7
1.1
No
0
0
E] YES p No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
On roadway heet 4, buffer `= 'AdditionalComments
y ffer site 1 the swale from station 300 +00 to 301 +50 Lt.
,. .
L- has 5.4 ac, of offsite drainage coming to it from project R 2514C. The 5.4 ac. is composed' of 4.8 ac. of grass and 0.6
as of pavement.

i
i�'+�" I }� � -, f:�Y '� id \% , } h 1 .r�, ��' 1f : � YY 4 f � f ti.H�., "iuh:'�` A •:t 1r ,k J ;:� \ �_ '.
n
r
.:.:fie :t•,�.;f 3 .. i�N�4 ..o.Vr'� 1 7' i >i. 5�... �'. W 1. '•� :.�; - .:.. .,•1` ,. ,. ,. k
..y }. �. t, lF. yn 1• "A'4.�.•'N iqv •. A. Q.� .. 'r' °l. %,c.,n yl h. 11 } :.tip M1,,. ,:.:: .. 1. T n;v„ .,. .., ::: C ft..
Pro ectITIP No Coun
34442 1 5 t= b►At?VVY EGIS
yes Jones Craven " 1
t r Page of 3
3..
Mule
Stream Drainage Recommended Actual Longitudinal Rock
Sheet Station Crossing Base Width Front Slope Back Slope Area Treatment Length Length Slope Q2 V2 Q10 V10 Checks
No. From / To Station ft ii:V hl: ac ft ft % cfs (fps) cfs (fps) Used
21 539 +16 to NA 0.0 6:1 6:1 0.53 516 0.'s0% i.4 0.8 1:8 0.9 Used
544+32 MED -L- 53
25 &26 593 +67 to NA 0.0 6:1 6:1 99 750 0. 0.30% 3.1 1.0 4.0 1.1 No
601 +17 MED -L- 99
26 598 +45 RT -L- NA 6.0 4:1 31 35.20 0
t0 16 +00 FT 3520 F 0.30 o 31.0 1.9 42.0 2.0 No
YIORPC-
0
26 16 +00 to 17 +00 NA 4.0 3:1 3:1 4.60 1 "e:i:' 1.00% 7.0 2.0 9:0 2.1 No
RT- Y10RPC- 460
26 - 605 +15 to _ NA 6.0 3:1 31 29.70
508 +85. LT -L- 2970 dsr" . . 0.30% 41.0 1.7 55.0 2.4 No
26 0+00 L to ` NA 2A 3:1 3:1 2.70 0.30% 5.0 1.3 6.0 1.4 No
610 +00 LT -L, 270
26 56 +50 to NA 0.0 4:1 3:1 0.29 150 0.30% 1.0 0.9 1.3 0:9 No
58 +31 LT -Y8A- 29
26 $01 +17 t0: NA 0.0 6:1 6:1 0.82 767 0.30% 2.1 0.9 2.8 1.0 No
608 +85 MED -L- 82
26 608 +85 to NA 0.0, 6:1 6:1 613 +34 MED -G 0.50 50 450 0.30% 1.3 0.8 1.7 0.9 No
26 613+3440 D NA 0.0 6:1 6:1 0:62 606 2.20% 1.6 1.8. 2.1 1.9 No
619+40 MED -L- 62
27 to 4
627 7+50 .0 3:1 3:1 2.60 260 0.90% 7.0 2.0 9.0 2.2 No
+50 R T -L-
27 15 +25 to RPA- ' NA 399
RT = Y10RPA- 2.0 3:1 3:1 3.99 0.30% 8.0 1.4; 10.0 1.5 No
0
0
0
0
0 ne:
0 1�
•mil P`:tl -1i "k. �1i'i! FV
0
[] YES p No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
Additional: Comments`
On roadway sheet 26, buffer site 7, there are three instances of offsite drainage draining to'swales. From station 598 +45 Rt. -L- to station 16 +00 Rt: -Y10RP
From station 605 +15 to 608 +85, the swale has 25.2 ac, of offsite drainage. From station 608 +85 to 610 +00 Lt. -L -, the swale has 1.5 ac of offsite drainage.. On roadway sheet 27, buffers offsite 8, the a are
two instances of offsite drainage draining to swales. From station 627 +15 to 627 +50 Rt. -L -, the swale has 0.82 ac. of offsite drainage. From station 15 +25 to 18 +05 Rt. - Y10RPA -, the swale has 2.95
ac. of offsite drainage.

Project No.:
NCDOT Contact:
Address:
Phone:
Email:
City/Town:
R -2514C
Paul Atkinson, PE
Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610
i oA,NVO: is
Project Type: Roadway Wii
Contractor / Designer:
Address:
Phone:
Email:
Coun ies : JONES
, :•; :...:� ..
ening Date: 6/3/2013
Brook Anderson, PE.
Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610
Fbasting.Site
919-707-6707
919-707-6706
patkinsonQn cdot. ov
From North of Maysville to South of Pollocksville
beanderson ncdot. ov
River Basin(s):
Neuse JWhite Oak
CAMA County?
1 No
28' + / -. (Typ.)
Average Daily Traffic (veh /hr /day):
Primary Receiving Water:
White Oak River, Mill Creek, & Goshen' Branch
NCDWQ Stream Index No.:
White Oak R. 20-(l.); Mill Cr. 27- 1.01 -26; Goshen Br. 27- 101 -25
NCDWQ Surface Water Classification for Primary Receiving Water
Other Stream Classification:
Primary-
White Oak River: Class C
There are, no named jurisidictional streams impacted by this project. The primary downstream receiving waters are White Oak River in the White Oak River. Basin and.
Supplemental:
Mill Creek & Goshen Branch:
Class C, Sw, NSW
303(d) Impairments:
use of rip rap was minimized and limited to those areas that needed additional protection from erosion. Although not required, an equalizer pipe is used on the project.
Buffer Rules in Effect
Neuse Buffer Rules apply.to the he portion of the project. (app roximately
the northern 2/3's of the project)
Project Length (lin. Miles or feet):
5.492 miles Surrounding Land Use: PnmaAy agricultural and forested with some rural residential development along roadways.
Pro osed Proect
Fbasting.Site
Project Built-Upon Area ac.
ac.
ac.
Typical Cross Section Description:
2 -12' travel lanes in each direction with a 12' outside shoulder, 6' inside shoulder; and
2 -12' travel lanes with a 2' paved shoulder on each side fora'total pavement width of
38' grassed median. Total pavement width is 76'.
28' + / -. (Typ.)
Average Daily Traffic (veh /hr /day):
Design/Future: 17700 (ADT 2035 Existing: (ADT 2015 ;
General Project Narrative:
.12000
The proposed project will upgrade US 17 to expressway standards. The proposed typical for US 17 consist of 2 -12' travel.lanes in each direction with 10' outside paved
shoulder widths:and 4' inside paved shoulder widths. An additional-2' wide grassed shoulder is provided on both the inside and outside'shoulders with a38' wide (from
shoulder point to shoulder point): grassed median. Awildlife crossing consisting of dual bridges, 4 @ 72" rep, and 4 @ 48 ". rcp will also be constructed as,part of this project.
There are, no named jurisidictional streams impacted by this project. The primary downstream receiving waters are White Oak River in the White Oak River. Basin and.
Goshen Branch and Mill Creek in the Neuse River Basin. Wetland and stream impacts throughout the project minimized.to the maximum extent practical by keeping fill
slopes as steep as possible and existing drainage patterns were maintained to the maximum extent practical. Pipes and culverts will be constricted with buried inverts as
required. Where possible runoff is maintained as sheetflow and treated by grassy surfaces. Where ditches are required grass -lined ditches are used whenever possible. The
use of rip rap was minimized and limited to those areas that needed additional protection from erosion. Although not required, an equalizer pipe is used on the project.
( References

7
1-fighway North Carolina Department of Transportation
st-01-111watt.
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
ProjecttTIP No.: R-2 514C County(ies): JONES Page 2 of 2
I
Swales
Sheet
No.
Station
Stream
Crossing
Station
Base Width
(ft)
Front Slope
(H:V)
Back Slope
(H:V)
Drainage
Area
ac
It
Recommended
Treatment Length
1-1
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps )
Rock
Checks
Used
16
164+50 to
172+54 RT -L-
173+08 -L-
0.0
3:1
3:1
3.40
340
820
0.31%
7.1
1.6
9.3
1.7
No
17
195+45 to
200+00 RT -L-
195+05 -L-
3.0
3.1
3.1
1.70
170
456
0.30%
6.5
1.5
8.4
1.6
No
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q YES No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No,
provide further explanantion of why design criteria was not met.
�,Qddltloiat Gorrimen, ts-

z
Z
*CD
0
* *eq
�6.9�
�0%
v1 *a
>-
*(r
V* 0) vri *w
* *V)
r �dsd?
Lo 0
0 0
See Sheet t -A For Index of Sheets
See Sheet 1 -8 For CenventlonGl Symbols
STATE OF NORTH CAROLINA PENT DRAWING
DIVISION OF HIGHWAYS I SHEET 1 OF 62
ONSLOW
LOCATION. US 17 FROM SOUTH OF BELGRADE AT
SR 13301SR 1439 TO FORTH OF MAYSVILLE
WETLAND AND SURFACE WATER. IMPACTS, PERMIT
'ATB 6rA'I8 PROIeCi' X&FSUNM N0. '•Hq'
R -25148
81'ATe rAOl.N0.
1.1PEDI.N0. DB8CRMOK
34442.1.3 PE
34442.2.53 I RIGHT 0"
C 1 rr! 'I A
*DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K FACTORS AND STOPPING SIGHT DISTANCE ( —Y2— & —Y3 —)
Prepored in ft Office Orr
DIVISION OF HIGHWAY'S
1000 Birch Ridge Dr., Raleigh NC, 27610
2012 STANDARD SPECLFIC477ONS
RIGHT OF WAY DATE: I JAMES A. SPEER, PE
DECEMBER 17, 2013 PROJECT ENGINEER
LETTING DATE. I JOHN LANSFORD, PE
JUNE 16, 2015 PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
16J
MR
PRELIMINARY PLANS
DO NOT USE POR CONMUMON
Or MORpq
ap4� P��O
4 `S
s
OP PRAIA
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THIS IS A FULL CONTROLLED— ACCESS PROJECT WITH ACCESS
AS SHOWN ON PLANS.
® ®
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
ADT 2015 = 6800 vpd
50 25 0 50 100
ADT 2035 = 15900 vpd
LENGTH ROADWAY OF TIP PROJECT R -25146 = 3.906 MILES
PLANS
DHV = 7 %
D = 65 %
LENGTH STRUCTURE OF TIP PROJECT R -2514B = 0.250 MILES
50 25 0 50 100
T = 7 % °
V = 70 MPH
TOTAL LENGTH OF TIP PROJECT R -2514B = 4.156 MILES
PROFILE (HORIZONTAL)
° TTST =4% DUAL =3%
10 5 0 10 20
FUNC CLASS = FREEWAY
STATEWIDE TIER
P2r1F11 r- IVFRTICA1 l
Prepored in ft Office Orr
DIVISION OF HIGHWAY'S
1000 Birch Ridge Dr., Raleigh NC, 27610
2012 STANDARD SPECLFIC477ONS
RIGHT OF WAY DATE: I JAMES A. SPEER, PE
DECEMBER 17, 2013 PROJECT ENGINEER
LETTING DATE. I JOHN LANSFORD, PE
JUNE 16, 2015 PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
16J
MR
PRELIMINARY PLANS
DO NOT USE POR CONMUMON
Or MORpq
ap4� P��O
4 `S
s
OP PRAIA

O
OL'
n
eR
w
4fl
d
r ,N
Ln U
C
4
1
° * b DENOTES MECHANIZED
CLEARING
F/F7/7-
/Vj DENOTES FILL IN
WETLAND
" \ o
I � N
US n Zr'BSr
\ p--XX X 98' LRLk
IX
�I y I I �� 6 �'1❑
I
III � I
SHEET NO.
fc�
WEYERHAEUSER CO. % p
TIE I S P
SPECIAL LATERAL "DfT TIE 70
TOP Oi PIPE EX. —
SEE DETAIL A
TO
DITCH T
E INNERDUCT E / 48' WW ISB KISTWG R/W
CN
F F F F
INNERDUCT �=C C�
�— _ _ _ — —T f0_ _ _ — _ _ _ _ _ FO— _ _ _ — —T f0_ _ _ _ _ _ _ — — — _ —T f0— —I FO_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �p
-- --- - - ---- - - - -- --- �__ —__ VI
___ __ ____ _______ _ __
MEDIAN N` DITCH
SEE DETAIL AA
Lo
IL
�-
____ RIP \ \
_J
REMOVE RAP 1
_ l P y��
_ --
N50.
.dam
n
-- ----- - - - -- -'
11COLLAR i eCOLLAR F.• �— �_ F __F_ F F
F p _- F
F F F A <� , 1
O it r
ts
C C C .. ., 48' CN EKi ,wG fl/W
E TWG H/M HL E E ' R/W TO PK " ® REBAR i
TIE SLOPE TO I LATERAL DITCH I Q' Q
TOP OF PIP " E I SEE DETAIL IL B 1 1 Q
.1,� I I JONATHAN MORTON 1 �1
tvEYomaUSER co
TIE TO EX. TIE TO E%.I I O 1 ivl 1
DITCH DITCH
LmNOWN T I 111
36' LONL� 36' Co. 1 1 1 Q
Y ISBKD ISBKD 1 1 1
oEcK 1 1
3
` ROA. L. ADAMS
100' O' 100'
I' =100'

0
Z
0
Lo 0
DENOTES MECHANIZED
CLEARING
F/F DENOTES FILL IN
WETLAND
SITE I
YO
PROTECT REFERENCE -N-o - --71�—sHEET
NO.
1 RW SHEET NO.
ENGINEER
PRELIMINARY PLANb I
w NOT usg P06 00NETRUMON
PERMIT DRAWING
SHEET 3 OF 62
o_n
C)
ANn"USER CO.
T TO
,
OF PIPE
T SCOPE EXJ
S SPECIAL LATE -w CtITCH
SEE -b
TIE
DIT +
T -I.
11
F F F----
INNEROUCT C
V)
—
-- --- — — — — — — — — — — — — — — — — —
mEDm TDITCH
SEE DETAIL AA
US17 2rBS7-
to
RIP
RAP
Lu • U�--RETAIN\ LU
V)
F F
7il
LLI
ZLL—�- �=j-
-7
GTD)� 47
V
X 48'CHL)C x
C X ✓
A8• �Kl- R/w To 041 Ll .-AR
ESTMG E
f-E SLOPE TO SEE OFTAIL 0 u
X
UJ,"
Y'- 01 91 ll�E
?F ?!�E
LMMUSE
( )
2 II II x x 4 IJ TI
-.Ex
/DITTO -EX. H E TO DITCH
�x I.Imm"
Co.
PK
fill,
4,
3
ROMA L. ADAMS
00
z
100, 100,

z
0
H
� rn
�3
v �
r _
\ L
Efj U
REFERENCE NO.
DENOTES FILL IN R SHEEiNO.
ROADWAY
WETLAND ENGINEER DE S IGN ENGINEER
11
SEE SHEET 24 FOR -L- PROFILE
SEE SHEET 2 -A FOR MEDIAN TURN DETAIL
CONCRETE ISLAND
J

KYERQHUSER CO.
JREE FARM j 111
'TREE YARg
STANDARD X;DITC,H 4 ' BASE DITCH
SEE DETAIL P BE- !�ETY� D 14
TREE FARM
TIE TO EX.
DITCH
i
nlTC� PUE PUE ru PQE PUE PUE PYE< PUE PUE rut: PUE +
0 LQ&17 TO P, PUE PUE PUE
CV)
z CN
ELW x 40
'.F F
-F-
W 0
�1:p — — — — — — — -- — — _ - - -- — — — — — —
94- -10
LU
39'
LLI
- — - - - — - - - - - - - - - - - - - - - - - - - - - - -
ABANDO)F& RR BED CSX r
? LU
F-
A
K7 Ral m�_
LL, # # ## # *F* * * *
�tF* WF* *F*
Qj=
7 23 CFS
V, -1.2 FPS
48- WW l�PW
—x-
INEYEMAEUSER CO.
U 2? v C, ITCH
LATERAL 3' BASE Il
SEE DEFAJL E
TREE FARM
TREE FARM,
TREE FARM,_
to
o"'ITE I
100, ol 100,
z VW%N%
['=[DO'
wy
SEE SHEET 24 FOR -L- PROFILE
cn SEE SHEET 2-A FOR MEDIAN TURN DETAIL
CONCRETE ISLAND
Lo 0

■■■■■■■■■■■■■■■■■■■
ROOM
■■■■■■
■
■■■■■■■■■■■■■■■■■
■
■
■
■
■
■_■■■■■
:■
CLLL�:
Elm
i■■■■■■■■■■■■■■■■■■■■■
■■■■�■■m■o■■om■o■o■
■E■M■■■■■
■■■
■■
WO■■
■■
■MME■■■■■■■■■��■■o■om■om-■■■■■
AMEN■■
t■■■
SEEM
■■
��■■■■
om■■■■■
mmorm
■■m■■mm■■m■ommom■■mm■■■■
■■ENNEN
■■IMER
ff
■■■■■m■■■■■momom■o■
■O■■■■
■■■■�■■
■
t■■■■■■
t■■■■■■■■
t■■
ME
0
■■
■
■■■■
■■00000
■■■
■■■
■■
■■■
■■
■■
■■�■��■
■■■
■■
■�■■�■�■�■�■■■m
���■■■■■■■■■■
��■■
�������
■��■�■■o■■o■m■■�■■■�ME■■■■■
No
W
MENNEN
NONE
MEMO
m
o��r■■■■
��■■■■■■■1
1�!��■■■
■■■M��■■■O■■�■■
■�■
SOMEONE
m,mmmmmm,mmmommoom
diw
■■■■■■■■■■■■■■■■■■�
o■■■
mmo■
■��m■■ommm■■■■■■■m■■■■■■o■■■■
:.
Long
MENOMONEE
a��■■■
■■
■�■■■�
■■■■■■
am
■.■m
■mom
MO1
■■
ommomm
MINNEEM����
■
■■■■■■■■■■■■■■■■
■�■
■�■■
■■
■
■
■
■�■■��■�
■
■
■
■
■�
■�■a
�Jr��
■
■
■■
■
mom
■■
■■
■;
■
!■■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■■■■■■■■■■■■■■ul
■�■�
■
■
■
■
■t■■o■■o■m■■
■t
NOME
■M�t:
■■■■■■■■■■■■■■
■■
■
■■■■■■■■■■■■■■■■■■■■■■■
■
:
■
■
�■�■
■
■
■
mom
■
■
■■
■
■
■
■■
look■■■■■
m■■
■■m■nommm■■■■■M■M■E■■■■■■
■
mom
■■
�No■
■
■
■
■
■
■
■
■
■
■
■I�
SCI
■
■■
■����_�ar�
=�'��
.EM-
NEE■■■■■■■■
NONE
■mom
■■■■
.
NO
"ME
■■
MEMO
oimi■osimems■■■■■■■■■
Bpi
■■■
■■■
■■■ME
B...Pas
■
MEMO
■M�
■
■
■■
NE■■■■
m■
■■■■■■■o■■■■■■■■■
�MR�ME■RMEN
v
MEMO
■■
om■■
■
■■■■■■oommorme■moo■■���
®
■■���
Mom
'mom
MEMO
MEMO■M
mom
-
WI■■■■
NOMINEE
■■���■
®
®M■
■t■■■■■■m
-
nommys
=
■=
��!
�__■_�
■■■■■■■■■■■■ME
MINE■■
ERNE
■
■
■
mom
■■■
IN
■■
.1101M■■■■■■UM
■0
■
■
■
■
■
■
■mmM
0
i
■■
■■
���■
■���■
■
■��
��
�■
■
■��
■���M
■
■
■■■■
■M
mom
E.
No
ERNE
■MORE
WZUMIMMIMMMMIIMMM
mom
ME
SIEDMIENCEMD
E
V
m
■■
■momm■m■
■m
■o
■om■
■o
111WitA
Ulm
�
■■NONE■■■■■■■■■■
■
E■■■■■■■■■
■
�■
SA
M
EME
■E
■
■
■
■
■
■N
■�
■o
■mm
■��
■�
■o
■0
�
■�
AN
lomm"Ems
REVERSE
�

�
� �Q)
L0 L)
° ^ ERS
Omm
CO.
� TREE FARM ' ° '' � '
WEYERHAEUSER CO.
TREE FARM
cu
� °
w
� "
-aLwQ& ASSOCIATES. INC.
PARKl
A/
R,W SHEET NO.
DENOTES FILL IN
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SITE 5
—WETLAND
DEN �ED
ow
��»w"`—
CLEARING
`
`
PERMIT DRAWING
i
m
`
100, « m*
n CO.
'
° ^ ERS
Omm
CO.
� TREE FARM ' ° '' � '
WEYERHAEUSER CO.
TREE FARM
cu
� °
w
� "
-aLwQ& ASSOCIATES. INC.
PARKl
A/

RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
DENOTES FILL IN ENGINEER ENGINEER
WETLAND SITE 5
S 2o07
DENOTES MECHANIZED PRELIMINARY PLANS
CLEARING w ?4� USB Ml MNMUCTION
PERMIT DRAWING
SHEET 12 OF 62
ol
100, lool
*EYl
to
0
Lo
+
(V) +
�o
z IF
F
0 F
F
F ------------- rptl'
L
F:
F
0%
Lu
LU n n n fl
Lu
Lu
,F
Vz/f V)
Lu
uj
'77�
F r -'Q;!3' -1 CFS-
fj
F F F
F
F IF
IF F v;'1.6 FPS
F F
IR
W y
ERS
iER CO.
TREE FARM
de
0 ol
WEYERHAEUSER CO.
_j —X�X-
4FWW --7
N
7—
TREE FARM <
HTR
T
z L
A-
// + D
GAC'
+
/8-
r J
+
-43 & AS 01ES.K.
Lo Q g,

hi
0
U3
� 3
r _
Ln U
DENOTES FILL IN
y
WETLAND
\
DENOTES IMPACTS IN
W
SURFACE WATER
DENOTES TEMPORARY
Lu
+
DENOTES MECHANIZED
u �
Eli
G
ength =24 FT.
M
Lu
LARRY R10GS. ET UX
DO 19156 PO 89
D =2.5 FT
z
DUSTIN J. CANESTORP. ET UX
SLIM 0.271 TOE PROTECTION
O
(A'
`�9
ROBERT LEROY 8 JOYCE R I
®I
z
N
uJ
LuL
T� +
Z�
VV)
I
N
a.
10
q
P
U3
� 3
r _
Ln U
LAMY WAS. ET UX
D8 166 PO "
w 90 PO 69
SLOE O'2Ti
DETAIL I
+n TOE PROTECTION
cn i Na �o S.,
� a
�S c.o:,ee 6 P
a
TO ' e
w
a
y 6 55FT. Gco'cddc
o T. of liner= CL a RIP kA?
re
-L- STA. 99 =33 TO 103 =00 LT.
y -L- -STA. 33 0 TO 100 34 0 IT
-Y2A- STA. 33 =00 TO 34 +04 P.T.
-Y2A- STA. 34 e.2 TO 3120 RT.
e -Y2A- STA 34 +03 TO 34 +25 LT.
-TOE PROTECTION
SEE DETAIL I
DENOTES FILL IN
DETAIL 1
WETLAND
\
DENOTES IMPACTS IN
6A�'A SiA61L1U.T10N
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES MECHANIZED
u �
CLEARING
G
ength =24 FT.
ip
LARRY R10GS. ET UX
DO 19156 PO 89
D =2.5 FT
RA 30 PC 63
DUSTIN J. CANESTORP. ET UX
SLIM 0.271 TOE PROTECTION
LAMY WAS. ET UX
D8 166 PO "
w 90 PO 69
SLOE O'2Ti
DETAIL I
+n TOE PROTECTION
cn i Na �o S.,
� a
�S c.o:,ee 6 P
a
TO ' e
w
a
y 6 55FT. Gco'cddc
o T. of liner= CL a RIP kA?
re
-L- STA. 99 =33 TO 103 =00 LT.
y -L- -STA. 33 0 TO 100 34 0 IT
-Y2A- STA. 33 =00 TO 34 +04 P.T.
-Y2A- STA. 34 e.2 TO 3120 RT.
e -Y2A- STA 34 +03 TO 34 +25 LT.
-TOE PROTECTION
SEE DETAIL I
DUSTIN J. CAMTORP. ET UX
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT Use Pot CONSTRUCTION
100'
0'
DETAIL 1
\
6A�'A SiA61L1U.T10N
SRS g�U7
u �
NAp 8y
ength =24 FT.
D =2.5 FT
DUSTIN J. CANESTORP. ET UX
L- STA. 700 i -97 R7.
Y2A- STA. 3i; -4D LT.
\
13
is
`�9
ROBERT LEROY 8 JOYCE R I
DUSTIN J. CAMTORP. ET UX
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT Use Pot CONSTRUCTION
100'
0'
100'
00'
�'- BO
Lu
UJ to
i J
LLU
z,
i
ro
a
e
a®
aLn
P+
to

M
0
N
T
Luji
Lu
N
LLJ
.J
DETAIL J
HYDRAULICS-
NOINIER
SITE 6
TOE PROTECTION DUSTIN L CANESTORP.
® DRAWING
SHEET 15 OF 62
SEE ENLAR, -MENT 'SHEET 16
PD
Lu
-7 POE
j. �✓'"/ ice_. \VI __ -
- -
-.-
_
` -' �'41. ►� � !I� cW�iYiBltrNlu' .w......�M�ARW1� H -. _� ...
FZ-7—
DENOTES FILL IN
TOE PROTECTION
+�
WETLAND
c,.e .. b
n
®DENOTES
IMPACTS IN
SURFACE WATER
SE I
BANK STABjC N
�
-
DENOTES TEMPORARY
L SEE'6EraIA•J
-L- STA.100 -72 TO 100490 RT.
nnn
}
IMPACTS IN SURFACE WATER
_,(2A- STA. 34 -12 TO 35 RT.
-Y2A -- STA 34 -03 TO 34 +25 LT.
r •U) inn
DENOTES MECHANIZED
F
as
1 P.;
•
.;
is
CLEARING
11
o
LARRY RWS. ET UX
12
+
as 156 PC "
we SO PC 89
tH
SLICE C-271 TOE PROl_
®` ®
--
:Yi
LIJ
C `c`
HEM, 4+ '
�N
i
_
-\
u
N
F
F F
F F F F F
F
T
Luji
Lu
N
LLJ
.J
DETAIL J
HYDRAULICS-
NOINIER
SITE 6
TOE PROTECTION DUSTIN L CANESTORP.
® DRAWING
SHEET 15 OF 62
SEE ENLAR, -MENT 'SHEET 16
PD
Lu
-7 POE
j. �✓'"/ ice_. \VI __ -
- -
-.-
_
` -' �'41. ►� � !I� cW�iYiBltrNlu' .w......�M�ARW1� H -. _� ...
.
\ � � � _ ^- —'"' •-1
T\. J �� _ V -1.9 FPS
TOE PROTECTION
+�
E C E \ \_� `
TIC. 4
c,.e .. b
n
d
SE I
BANK STABjC N
�
-
Type of Uner:. CL B RIP R.+.'
-L- STA. 99 33 TO 103; 00 LT.
L SEE'6EraIA•J
-L- STA.100 -72 TO 100490 RT.
nnn
}
wn
g�
_,(2A- STA. 34 -12 TO 35 RT.
-Y2A -- STA 34 -03 TO 34 +25 LT.
r •U) inn
1' =100'
F
as
1 P.;
•
.;
is
LLA U �a
.
\ � � � _ ^- —'"' •-1
T\. J �� _ V -1.9 FPS
TOE PROTECTION
+�
E C E \ \_� `
TIC. 4
c,.e .. b
n
d
SE I
BANK STABjC N
�
-
Type of Uner:. CL B RIP R.+.'
-L- STA. 99 33 TO 103; 00 LT.
L SEE'6EraIA•J
-L- STA.100 -72 TO 100490 RT.
nnn
}
wn
g�
_,(2A- STA. 34 -12 TO 35 RT.
-Y2A -- STA 34 -03 TO 34 +25 LT.
rn
vn
r •U) inn
1' =100'
LLA U �a
o
LawRV ET UX
12
+
.-
Mg yC PC 89
DUSTIN 1 TORK ET UX
SLOE 0.2TI
DETAIL 1 �--
TOE PROTECTION
c,.e .. b
n
d
o =s Fr. c-,
�
z
�o
Type of Uner:. CL B RIP R.+.'
-L- STA. 99 33 TO 103; 00 LT.
n�
-L- STA.100 -72 TO 100490 RT.
nnn
-Y2A- STA. 33 +00 TO 34 -04 RT. 100' 0' 100'
400
wn
g�
_,(2A- STA. 34 -12 TO 35 RT.
-Y2A -- STA 34 -03 TO 34 +25 LT.
rn
vn
r •U) inn
1' =100'
LLA U �a

TOE PROTEFTION
SEE DETAE�
PLAN VIEW
I 't E 6

BURY V
TOE PROTECTION
EE DETAIL L '�q� -15 CFS
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY g °� ® *
a
DENOTES MECHANIZED
CLEARING
IMPACTS IN SURFACE WATER
PL VIA
50' o' 50'
HORIZONTAL z)l I t 6
— BANK STA
SEE DETAIL'
TOE PROTECTION
SEE DETAIL I
3GI
F-M R0 7.2 CFS F
V,o 0.9 FPS
IZATION
5/14/14
SHEET 17 ®IF 62 crlewis

30.00"
20.00"
lb
NWS = -
75'
PROP. INV.
25.6'
50' 25'
AM\,/ TB RT.
30.00'
1� TB LT.
„ rr \r�7�rT�i 25.00®
EX. STREAM BED
L PROP. INV.
25.1' 20.001
� 25' 50' 75' 100'

m-
m
0
� STA. 100 +09.93 -L-
72" RCP-IV
i ij ELEV.= 32.35'
4,0�
SKEW =46°
6:1
(NORMAL)
0
TB LT.
TB RT.
NWS=
26.1t'-
EX. STREAM BED
2 0'
PROP. INV.
= 0.00061 FT/FT
PROP. IN dV.
20
—
23.55'
23.40'
—
200'
150' 1(0,1
5'
LT. RE 5'
100'
150' 200'
PROFILE
NCDOT
®®
EX
DIVISION OF HIGHWAYS
ONSLOW COUNTY
®
HORIZONTAL
101 of 10,
VERTICAL

N
Z
0
h
r
Lo
Lo U
P
L�
r
LU
L.'Up�
.eL
m I
LU
z
J
V
r
PL® c
r C
LLd c
LU
I q�A
P
Lu
Zr
I
r
I
0 4s
Ey )
SETH 0. MILLS I
\
SLEEPY CREEK FARMS. INC.
1111111 DENOTES EXCAVATION
IN WETLAND
F� %1) DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
SITE 7
SITE
SLEEPY CREEK FARMS. M
EJECT REFERENCE NO.
SHEET
R -25146
12
PAY SHEET NO.
MWAY DESIGN
HYDRAULIC
ENGINEER
ENGINEER
PRELIMINA
RY
PLANS
DO NOT USH MI
CONSTRUCTION
100'
_ 0'
100'
I' =100'

Z
0
"T 'n
Lo 0
Lo 0
C
C
LuC
uj
LLJ
z
C
F-
uj C
c
LU
3: 4
Lu
z
3:
U
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
<
%
SLEEPY CREIK FARU&Iftc.,
Agvllb� momaw
DENOTES MECHANIZED
CLC/AKII'0J
lool of 100,
— M09
'=100,
SLEEPY CREEK FARUSW.
RN/
ENGINEER
PRELIMINARY PLANS I
W NOT U$9 Mi CONSTRUCTION I

DENOTES EXCAVATION "� °, °' DENOTES MECHANIZED
IN WETLAND - CLEARING
DENOTES FILL IN
WETLAND
... ■ ,: ■.
HORIZONTAL
REMOVE
PLAN VIEW
I T E 7
6 F
SITE

z +
Q
cv)
CV)
V)
N
r
-
PROJECT REFERENCE NO.
D H
DENOTES FILL IN ROADWAY ENGINEER SIGN ENGINEERS
WETLAND
DENOTES MECHANIZED SRS zoos
PRELIMINA —RYFIP—LAN-S�
CLEARING 1 mr r7 f% W NO USE M: MNMUC71ON
""LAL CUT DI'
SEE DETAIL N
[7--
RETAIN
NPR
AV SLEEPY CREEK FARKOC.

Z
0
K.
Lf) C-)
9
LU
LU
PROJECT
r NO.
RN/ SHEE
ROADWAY DESIGN HYNDRAULICS
DENOTES FILL IN ENGINEER EGI NEER
WETLAND
DENOTES MECHANIZED C PRELIMINA RY PLANS
CLEARING ivy. - W NOT U96 Pol mNnRucTJoN
\A
a V.
UARTHA 0. BYNW A
Is g
I)EhM W.SALILTER
?
W
>
k6,
SLEEPY CREEK FARMS. CC.

0
Z
0
aC
4
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
? 1061
c-
TEMPORARY WORK BRIDGE
SLEEPY CREEK FAMM W-;
AT BRIDj3E ABUTMENTS FOR CLARITY.
SLEEPY CREEK F
>
PROJECT REFERENCE NO.
I RW SHEET NO. -1
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS I
W NOT USR PO CONSTRUCTION I
PERMIT DRAWING
SHEET 30 OF 62

N
Z
O
N_
OC
Lo U
V
- r
SHEET NO.
RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN4RY PLANS
DO NOT USE PO CONSTRUCTION
PERMIT DRAWING
SHEET 29 OF 62
4
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
* * * *
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
IWO- -■ ■ ■-
a
a
i

®
DENOTES EXCAVATION
IN WETLAND
CD®T
DIVISION OF HIGHWAYS
DENOTES HAND
CLEARING
ONSLOW COUNTY
DENOTES FILL IN
WETLAND
° °�
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
TEMPORARY WORK BRIDGE
-DLG-
F--
)ENNIS/ W. SAULT
I
18
S
-BL2- I f
\K
7 C
Ili
t)
s
/
r
ERA
_F
A
2GI
2GI
0
O
, ca
L .
w
PLAN
VIEW
CD®T
DIVISION OF HIGHWAYS
ONSLOW COUNTY
ITE
10
PROJECT: 34442.1.3 (R- 251413)
iIS 17 RDnM SOIJTI3 OF IME1 n-DADE
• Ol 50'
■■ :'6;m ■ ' ■
�' ;ice ��. ; >■ ■.
HORIZONTAL
AT SILL 1330/SR 1439 TO
NORTH OF MAYS`7ILLE
5/14/14
SHEET 31 OF 62 criewis

15
SLEEPY CREEK FAFW& W-
�3
\ L
Lo U
y
/ F F F F F F
2ir 41
C
CFS
1 -1.5 FPS I '
SPECIAL LATERAL 'V' DITCH
SEE DETAIL A f
;r
r
L1 L_L� DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
* ® DENOTES MECHANIZED
CLEARING
`1 1G1
m 3
F F F
F F
15
SLEEPY CREEK FARPAS.INC.
RIP RAP HATCHING NOT SHOWN
AT BRIDGE ABUTMENT FOR CLARITY.
II RIP RAP
SITE 11
1 Y
/ � K
s/`
l
e
Iz
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN4RY PLANS
DO NOT usK FO CON"RUMON
IMC PRGPERTES LLC
PERMIT DRAWING
SHEET 33 OF 62
!"i"ITE 12 j"
s O-r TEMPORARY WORK BRIDGE 21
.,.., _ ALENE V.WETIEFINGTON
TEMPORARY WORK BRIDG
22
DIM R. WETtERMTON
IN ■: ■ 10 Me-
t

Z
0
10
-j
LU
LLJ
1:
ton I
MHC PROPERTIES LLC
PROJECT REFERENCE NO. SHEET NO.
&W SHEET NO.
HYDRAULICS
ROADWAY DESIGN ENGINEER
ENGINEER I
PRELIMINARY PLANS I
0 NOT USE Poi CONSTRUCTION I
15
SLEEPY CREEK FARES. IK-
SLEEPY - FARIAS. W-
F F
F F F
-4 T LA ;s 11 iIxp 'p
j
15' RCP -IVl
Z.Zr 7A
I Irl 9Q 2GI
oo
V�
c —c
C
gom
wfzffl'/j' or"
DENOTES FILL IN
F;F7
WETLAND
DENOTES HAND
CLEARING
DENOTES MECHANIZED
CLEARING
TEMPORARY WORK BRIDGE
ALENE ff. WETNE, TON
A
�aM.A� �U RMAI
--TE)WORAkY WORK BRIDGE
RETHERKTON

REBAR
m REBAR
L DENOTES FILL IN P
WETLAND
DENOTES HAND
CLEARING 20 24
UK PROPERTIES LLC TOM OF MAYSVILLE
®DENOTES TEMPORARY
FILL IN WETLAND
NO.
ENGINEER
SRS 2001
�Ap g3/ PRELIMIN RY PLANS
DO NOT USE PO CONSTRUCTION
DORA R. NETHEPAWiTON
,111 . 111 . ■• � � 1
r
� U
\ \E\
\F\ \
E Z ESS. EGJ EYEE�
E-
MpY5V1lLE CITY

REBAR RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
F/F7/7 ENGINEER ENGINEER
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING tkw RY PLANS[
UK PROPERTIES LLC TOWN OF MAYSVILLE
DENOTES TEMPORARY
FILL IN WETLAND
PERMIT DRAWING
SHEET 38 OF 62
_ TEMPORARY WORK BRIDGE
MIX PROPERTIES. L).0
V.
if In
/SEE DETAIL L 00
71 7
to
Lu
LATERAL 3' BASE D!
AT BRIDGF_ABUTMENT FOR CLARnr
TEMPORARY WORK BRIDGE
_
co
Lo

TEMPORARY WORK BRIDGE
WIN
WIN IVA
��'
r -
X11 1 1 1
i
MANOR
4�
I

•
■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
MEN
■
■■
■NOMINEE
■■■■■■■
■■■.■
■■����■
■
■
■■l�E�
�E�I�E�
�
�■■■
�■■■■�■MEN
�■■■■■E
E■■■
N
■■■■■■■■■■■!
■■■
■
■■
■
■
■
■
■M■■■■E■■■
■
■
■
al■
■fv
Run
M
R,
■
E■NEE■■E■■
'
■■■■■■■
■■�■■M
■■
■■�
■■■
■
■
�■■N■■
■
■■■
a
���■
�■
ti
��r�■
■■■■■■■■■
■■■■■■
■■'
■E■
■■�
■■■■■■■■�■■■l■�■■■■�■�M■■■■'■■■
■■■■■■■E■e■M■■■E■■■M■■■E■■■NiS■■■E
■M
�
■
■■■
■■■■■MESS■■■■
E■■■■■■■
■
■■■■E■■■E■■
■E■■■■■■
SI
MM
E■
M■
S■■■■
■■
■NE■
■■
■■■■S■■ME
■■
■
■E
■■NEEE
■
■i
���■■■■■■■■
��■■■■t!
�i:■::
��E■■■
■
■L�......
■■
■
■
■■
■
■
■
NONSENSE
■■off
■��,
■■■■■
■■
■■■■■■■■■■■M■
■■■EEE■
M■■■
■■
■■■■■■■■■■■■■
■■■■■■■■■■
■■�■■■■■■
■■■■■■
mom
�■■
■■
■■
■■N
MEN
■
E■
■
■
■■■■■■
MONSOON
■■
■■■■■■■■■■M
■oE
■■■■■■■■■■■■■■■■■■■■■■■■
■■■
■SOME■N■E■■■■■■
■■■■■■
■■■■■■■■
■■
■■■■■■■
■■■■■
OMENS
MM■■■
■
■
■�
IMMENSENESS
C
■MEMO
EEMEMME©Ilmall
O=T
mom
■
■■■■■
lEi
■■■■■■■
ME■
iiM�iOSiSiiEE���C�����:■_■■■■
■
■
■
■
■
■
■��
■
ESii■
■s■
■
■
■Eff,
■
■
■
■
■
■
■
■
■
■
■
■3��
■
■�
■ESE
■
■
■
■EM
■
■
■
■■■E■
■
■
■
■
■
■
■■
!!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
mom
■
■
■
■!!■
��■■■■
��■■■■■■■■■■■■■
E■
E■■■■■■■
E■
■EMM■
■
■
■
■E
■
■
■
■
■■■
■
■
■■■E■■■
■
mom
■
11010
■
■
■
■■
0
■
M
■
■
■■
■■■■
ME
E■E!
MEMEEME■
■
■■■
ME
mom
■
■■■SEMEN■■■■■■■■
■MEME
■■
N■
EEEEM■■■■■■■■■
■
■
■N■■
■O■■E
■■■E■■
■USESIS
E
■
■
■
■
■N■■■
■E
■EN
■E■■
■E■■M■■
■ESN■Sgo
M■
MONSOON
■mom
■■
■
■E■
■
ONE
■ME■■■■
■
■E
■E
■M■
■E
■
■N
■E■
■■■■
M■■■
E■■■■■■■
E■■■■■■■
E■
EE■■
E
■■
■
■EM
mom
�M■
■
■
■
■
■
■
■E■M
■M
■
■
■
■
■s■
11;
ENONE
MEQN=
EEM
TO?
ENE■■■■■■■■■■■■■■■■■■■
T=
SO�iTE==
CS
SESECEdz■■■
ES■■===■
=��T=EDSM
=T
■�■�iO�iiiiSE
■
■
■�I!�
it'
N
■
■N
■
■S
■E
■■
■
■E■■E■E
■■E■■
■M
■
■■
■M
■
EMEMNONE
■
EM■
SE■■■■
MSMMM■
MEMESE
■
■E
■E
■
■M
■
■E
■
■MM
■ESM
■
■
■
■
■
■
■
■M!■
M■■
E■■■■
E■■■■
N■
lwMMM=■.■■■■■.■■■■■■
■■■.■■■.■■■■■■��
■
■M
■
■EME
mom
■
■
■■
■WEEME■■■�■■
■
■ME�E■E■■■
■�
■■..UES■
EMS■
n
■_
■_EMN
-
,
SEE
ESol
EMEN
EM
■NONE■N
■E
■■
■1
■
■■■■■
■■■
■
■E
■E■
MME
■�!�Em
■
■■MM
-mE-
■■MM
EIS■■
■■■
■.■
■■■
■■
■■EM■■MM■MMM��EMMME■■
EE■
■
■
ONE
ME■
■
E■■■■
■E■EE1■■■ME
11■■■■■
■�
���
EME■■EM
■■iE■M■M■MMMMMEE■
■■■■■EMMM■
EE■■
E■■■■■■■■■
■
■
■
■
■
■
■M
■
■
■
■
■
■EI
■
■
■
■
■
■
■
■ME
■
■
■■M
M�
MEMNON
,�MM■MMMMNEMME■1■■M■M■M
on
mom
So
■E■■■■■
MME■■
■■■M■■■E■E■M■E
■1l■■
■■■■■MM
■■■EM
mom
M
mom
mom
MEMO
IN
MEEMEMSESEEMON'
BURNS
E■■
_
■MS_
EE■
M■
=MM
E■■
■�■
11■■
ss=
MEMO
MO■=
oss=
■
■MMSSSS■
■
■s
■as
■
=MO
■.e
■e
■
■M
=E
■_
.a�
E■■
■
■
■
■■■
■■E■■■■■
-■■■
FMEE
ECM■■
M■
MS■
EM■■■
M
■MMEM
■E■ME■E■M■■
■■M
■tM■■E■i����
■MM■
■■■■■M■M■■
■
■M■■■
■E■■
■■■■■N
IMME■■■■■
SEMEN
sM■■■■■■■■■■■■■■■E■■■■■iE�
IE
7�L
■■■
MEN
on
MENEM
NES
E.,
MEMEMEMEME

_T_l_JT4uA
DETAIL AC
BANK $TABIUW10,N
ue
D=VAR.
CL I RIP RAP
m _YlP_ STA 11 An TO 11 -A3 P.T.
DETAIL Q
CHANNEL RELOCATION
Not fog S I I
PIDPoSCd r au .Z
jell. rfl.
Mi.. D-3 FT
M­ d=3 FT. rEcam- RE
8
=8 F- .
T
b=10 FT
STA. 207 a25 TO 208 `IT LT,, DDE = 336 CY
S
Ull
JAWES E.
0
_r�oo,
'O' 1111SS- 'CIS' EASCIINT.
A
7
rAwD_8YSRS 200
0
J. C. LAROOLIE HEIRS
PROJECT REFERENCE NO. I SHEEP NO.
DETAIL AB
BANK. VABIUZA1104
RW SHEET NO.
I
5—w
HYDRAULICS
ENGINEER
CL I RIP RAP
EST­ 20 TONS
/F
GEOTEXTILE
EST­ 40 SY
W.gth=24 FT.
D = VAR.
u
-Y3A- STA. 23 +74 RT. .L t- L
_T_l_JT4uA
DETAIL AC
BANK $TABIUW10,N
ue
D=VAR.
CL I RIP RAP
m _YlP_ STA 11 An TO 11 -A3 P.T.
DETAIL Q
CHANNEL RELOCATION
Not fog S I I
PIDPoSCd r au .Z
jell. rfl.
Mi.. D-3 FT
M­ d=3 FT. rEcam- RE
8
=8 F- .
T
b=10 FT
STA. 207 a25 TO 208 `IT LT,, DDE = 336 CY
S
Ull
JAWES E.
0
_r�oo,
'O' 1111SS- 'CIS' EASCIINT.
A
7
rAwD_8YSRS 200
0
J. C. LAROOLIE HEIRS
PROJECT REFERENCE NO. I SHEEP NO.
R -2514B
18
RW SHEET NO.
I
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINitRY PLANS I
w Nr US3 Folk CONSTRUCTION I
SPECIAL LATERAL 'V` DITCH
SEE DETAIL A
PLIE Pu PLIE
PUE C)
LLJ to
`------------------- - - - - -- Lu
+
IAL LATERAL V DITCH 30'MRESS.EGRESS WNW Lu
ETAIL z <
F
C V)
L)
F \o 29 pmt
C
y 0 DECK . ❑ 'P'CIAL CUT DITCH A \ \\ 11DEC SEE DETAIL H DEC Ki
-,C 0
N C)
C) SPECIAL CUT DITCH
• SEE DETAIL H Ov
Lo
Lm N C
Z LLI E 'A?
0 + E�
SPECIAL CUT DITCH CUT DITCH
SEE CIE 41_�.
E
SEE DETAIL H
fV E—
U)
Q)
Lf) 0
Zuj
F-
\_ C_
z
ZF
BURY 11
BANK STABILIZATION
SEE DEWL AC
V)
/F
u
--TIE TO EXISTING
r-ANWEL
SEECHANNEL D I L Q RELOCATION
P®
25
TIE 10 EXISTING
C11111�ELF I
F
IF F F F
—
25
01� 0
LAT RAT. 4' BI DI _F IF EIACKFILI
EX CHANNEL
— — —
—
— —
—LUC
Lu 6
—SEE DETAIL AF
UJI C)
Lu
+
L
4k
CN
L U
-7.
C14
CN
E
z
:j-
F-
m
u V)
u
ji
F
F F F F
F F F HW F
F F F _F�__
IF F IF F
F
F F
LATERAL 'Y' DITCH
SEE DETAIL L
f KA
0- LATERAL 2' BASE DITCH7
SEE DETAIL R
DAJ&t&LVV AM
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
- — - - - - - --- - - --
IMPACTS IN SURFACE WATER
— — — —
— — — — —
— — -- — --
— — — — —
100• o• 100,
48' 4SEW
DAVO KLSW JOH105M
Slt�E
13
PERMIT DRAWING
SHEET 42 OF 62

DETAIL A
BANK SlA! I*N
­7
Ott
iO -TO
E fl I
GEOTEXTILt,
.E�.­40 SY �.-Z;14
L..gth=24 FT_
Y3A -STA. 23 -74 RT._ J. C;J.M �A
PROJECT REFERENCE NO.
L-_2514B
MV SHEET NO.
HYDRAULICS
ENGINEER NAD 831SRS 2007 ROADWAY DESIGN
ENGINEER ENGINEER
JAMES E.
rPRELIMIN
A RY PLANS
DO NOT USE PO l CONSTRUCTION
X�
J. C. LAROGLIE HEIRS
KiL V I L
SPECIAL LATERAL DITCH CHANNEL RELOCATION i I
PGJ - SEE - DETAIL A
PUE. PUE -
o'
Pte. pu
Lu
Lo
pue
ui
-3 Ft. I 'E - - - zil - - -
Min. D 1 �" +
M.X.d=3 FT.
B =8 Fl. 1_ j
-�EESS. C&US EASN�r I
-10 Ff
Lu
77" •
-L- STA. 207-25 TO/2013<11 LT., DDE 336 CY
V)
X
u
29 SPECIAL* CUT DITgH k T
C
cy)
Y
C DEC It
SP C T' UffeH
S -
EE D H
IA IL
DECK
F
—E
N 0 r
SPECIAL CU 2
-T D
SEE DETAIL
Lo
A�
uj N
AL CUT DITCH
Z
0 +
SPECIAL qUT DITCH,
DETAIL ETAIL H
E
C
Lu QA STABIL
4�
BURY
_j
u
v
T -CHANNEL RELOCATION
(y) '7 �.-f/-TIE TO- ISTING
TIE TO Z2 5)
25 EXISTING F 0
F F' F F
F
EASE DI BA&FIIL EX. CHANNEL
4' F JIM
LATERAL
S DETAIL AF
Lu 6
Lu Lo
+
+
C'4
UJ Q
�z CN4 R 3G (N
ED
1. U
7
U
F
F IF F F F F F F F F
F
` LATERAL 'V"PITCH
$Ell DETAIL 0
'LATERAI 2' BASE DITCH
SEE DETAIL R
DAAk%LVr AM sm
DENOTES IMPACTS IN
z SURFACE WATER
DENOTES TEMPORARY
— - - — — — IMPACTS IN SURFACE WATER
100• ol 100,
t t
C2 %Nw
C2 1'=100'
I JOHWAN sl 1 PERMIT DRAWING
SHEET 43 OF 62
L N9
Lo 0 NN

40 STA. 23 + 51.43 -Y3A- 40"
84" RCP -IV
�
ELEV. =36.82'
SKEW =62.50
3 51
TB LT. 35'
0
3 1 ----- ---
- --- - - -- --- -- -- ----- ----- - - - ---------------
0 ------- 30
NWS=28.13' V TB RT.
2 5
^4
37 7=!n 25*
;r
EX. STREAM BED PROP. INV.
PROP. INV. 25.00'
20" 25.17' 20"
050,
5r LT. RT " 51 501 75' It 0',
.
PROFILE
-Y3A- 84 rlpr%E

1 '
t
a
w
'CP' to
r
r
L0 U
DENOTES EXCAVATION
WETLAND
IN
8 O
ao va3
DENOTES
WETLAND L IN boo' CS3
®DENOTES IMPACTS IN
SURFACE WATER
6 • • DENOTES MECHANIZED F + F�
CLEARING c \ \ \
DENOTES TEMPORARY 5EE AIL \ \
® D F \ \ —BURY t' /! L
IMPACTS IN SURFACE WATER
\
u =0.4 \ \ \ F \
V,,=1.4 p =1.4 FPS
34 SP'cCIAL CUT DITCH F
= J. G L . OCR$ SEED I H \AG \ \ F
•,y - SEECDETAIL HDITCH \ G
—� SEE ENLAR�Lff MEET 49
Fib a NA
I 1 1
�ALTO" ODELL HUDGINS , ET UK
=
�kCHAEL A. I I 1
SPE LA7RAL N' DITCH I EC 7ERAL N' 1 CN
5EE ETAIL �� E L A
I C
c
15' RCP `\ r F
RETAIN R � CP - - - - -- ---- - - - - -- ----- _
IS' fl
15' RCP --- - - - - -- — BEM2N�_ RENcOV SR /ll6 WR/!E OAK RNER RO ZO'BST
�\
4Y IS' RCP
.:
h
t
���` •�rfiWr►V4 J
a
r+►.,,r; , �,
LATERAL N'DITCH
�N LUHIL 7 E
®
\ \ \ \ 4
C.LAROOI$ HERS \
MYRTLE N.HANSLEY AND LIRA' IKFFMAN tl
\ AS TRUSTEES OF INTE OAK T TY BAPTIST
CHLOtCH SPECIAL LATERAL 'Y' DITCH \
A
SEE DETAIL A \ L p \ Ozo
0
SALLY µ NORTply
\ d� mac'' © \ \ 9d�d7 -v)
p \ \ Z� nG
\\ ' 29 ©
\ \ \\ \ pp
\ 0pp c� A
NK TAIL 17AT10 ���
5 DETAIL
DETAIL S
CHANNEL RELOCATION
DETAIL V
(Not to Scnle)
,may
cro��a
CHANNEL RELOCATION
I Nat to Scale)
x
_511 P, ..� '
Groin +p .� t ".•Ft. �
PmPO'od
NN4t r _Elrsm,o c:_�a � _
�����.
BOBBY
EE HANSLEY JL
— 1e.cr�
- FT. Ff.
B8 FT
8 =8 .
Min. D =3
b =10 Ff.
8 =8 FT.
- L- STA218e78 TO 221 +50 LT.,DDE =2597 CY
-L- .2i4 +06 TO 216 +41 LT., DOE 1775 CY
-
NK TAIL 17AT10 ���
5 DETAIL

DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND S ITE 14
DENOTES IMPACTS IN
SURFACE WATER
L X
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY El!�ATLI
IMPACTS IN SURFACE WATE4 FA�
L
A
F PS
PS
C -
�EU
SEE DIKE CUT 41L H IT H
E,
`b SPECAL CUT DITCH
FZC1,41- CU SEE DETAIL H
ttE f
DETAIL H HEET 4 cv 0
SEE EPM&A
c
PD It
c
A""' 0DELL'R)00AIS.ET Uxj c I
C- 0) cv)
uj
'-4
M COW" L K
PECIAL CUT DFTtH
SEE DETAIL H
uj
Lu C)
+
C14
25 LAN DITCH zi'm
GI wj
F
-Ij /SEE L VDITCHI
c
IS' RETAIN At
WBST
Q-vL
c Uhu REMOVI SR 1116 WHffE OAK RAIEhl
`Rc
Jv-
CONC
It b TL 11E LEE x?MSLEY
LATERAL
CA OR LATERAL DIT
IN DETAIL ' T
\ \ 32 , \ \ \
Q
C3
r
puik
C.LAROOUE HEIRS
MYRTLE M.HANSLEY AND LOW' HUFFMAN
AS TRUSTEES OF WNTE OAK T TY BAPTIST
CHURCH SPECIAL LATERAL 'V' DITCH
SEE DETAIL A A C)
QETAI�A c�
Vk
29
SALLY K MM,or,
00
CL I RIP RAP EST— t 00 GF
GIOTIXTI11=11T,111
0 SY
-L- STA- 214 +23 TO 215-44 L7
DETAIL
C NNEL RELOCATION DETAIL V
(Not to Scale) CHANNEL RELOCATION
I Me, to &.1.)
N —d
z P­—d
Fill '—d N
ql* N fu
. 48TM1
Y EE
"in. D =3 FT. HAWAEY �t
'et S=8
FT. Min. D=3
U) b=10 FT. 8=8 FT,
6 -L- STA. 218 78 TO 221+50 LT., DDE -2597 CY\
-L- 214 06 TO 216 +41 LT., DDE 1775 CY
LO L)
\F
NK S TIO
SE DETAIL
R-2514B 19
&W SHEET NO.
T
'SHIP 'SHIP
ROADWAY DESIGN HYDRAULICS
ENGINE E R ENGINEER
PLANS
W NOT U96 PO CONSTRUCTION
PERMIT DRAWING
C,
SHEET 48 OF 62
SPECIAL CUT DITCH"'
S EFEF��
EE H
O SPECk Ck
SEE,'DET�11-
fbi
1 34
IRS
C -
�EU
SEE DIKE CUT 41L H IT H
E,
`b SPECAL CUT DITCH
FZC1,41- CU SEE DETAIL H
ttE f
DETAIL H HEET 4 cv 0
SEE EPM&A
c
PD It
c
A""' 0DELL'R)00AIS.ET Uxj c I
C- 0) cv)
uj
'-4
M COW" L K
PECIAL CUT DFTtH
SEE DETAIL H
uj
Lu C)
+
C14
25 LAN DITCH zi'm
GI wj
F
-Ij /SEE L VDITCHI
c
IS' RETAIN At
WBST
Q-vL
c Uhu REMOVI SR 1116 WHffE OAK RAIEhl
`Rc
Jv-
CONC
It b TL 11E LEE x?MSLEY
LATERAL
CA OR LATERAL DIT
IN DETAIL ' T
\ \ 32 , \ \ \
Q
C3
r
puik
C.LAROOUE HEIRS
MYRTLE M.HANSLEY AND LOW' HUFFMAN
AS TRUSTEES OF WNTE OAK T TY BAPTIST
CHURCH SPECIAL LATERAL 'V' DITCH
SEE DETAIL A A C)
QETAI�A c�
Vk
29
SALLY K MM,or,
00
CL I RIP RAP EST— t 00 GF
GIOTIXTI11=11T,111
0 SY
-L- STA- 214 +23 TO 215-44 L7
DETAIL
C NNEL RELOCATION DETAIL V
(Not to Scale) CHANNEL RELOCATION
I Me, to &.1.)
N —d
z P­—d
Fill '—d N
ql* N fu
. 48TM1
Y EE
"in. D =3 FT. HAWAEY �t
'et S=8
FT. Min. D=3
U) b=10 FT. 8=8 FT,
6 -L- STA. 218 78 TO 221+50 LT., DDE -2597 CY\
-L- 214 06 TO 216 +41 LT., DDE 1775 CY
LO L)
\F
NK S TIO
SE DETAIL

DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
®DENOTES IMPACTS IN
SURFACE WATER
* * * DENOTES MECHANIZED
• * ** * ° * CLEARING
SITE 13
BURY 1'
• ol 5 •
L ■ HORIZONTAL ■ "-
i , \F

65' 65'
STA. 16 -i -52.34 -Y3-
1114" RCP -IV
ELEV. = 60.31'
SKEW = 64"
55'
45'
614
45'
CD®T
PROFILE DIVISI ®N OF HIGHWAYS
®® JONES COUNTY
-TJ ® PROJECT - 34442.1.3 (R- 2514B)
US 17 FROM SOUTH OF BELGRADE
AT SR 1330 /SR 1439 TO
NORTH OF MAYSVIL.L,E
5/14/14
SHEET 50 OF 62 crlewis
NATURAL GROUND
ALONG PIPE
NWS= 31.96'
PROPOSED DITCH
/
GRADE
PROP, INV.
PROP. INV.
25.85'
26.41'
25'
S =0.0023 f-T ?-T
25'
150'
100'
S0' LT. RT. 50' 100'
150'
CD®T
PROFILE DIVISI ®N OF HIGHWAYS
®® JONES COUNTY
-TJ ® PROJECT - 34442.1.3 (R- 2514B)
US 17 FROM SOUTH OF BELGRADE
AT SR 1330 /SR 1439 TO
NORTH OF MAYSVIL.L,E
5/14/14
SHEET 50 OF 62 crlewis

50'
q STA. 222 - 21.63 -L-
1 84" RCP -IV
f ELEV- 37.34'
SKEW =48.5°
50'
■ ■- ■ ■,
HORIIONTAI
1
VERTICAL
..I
NATURAL GROUND
40'
_
ALONG PIPE
(NORMAL)
40_ '
TB RT
To LT.
o
__
--
PROPOSED DITCH
` -_ — -
_y--- - - -- --
- --------------- -
GRADE -- —
\
NWS = 31.96'
30'
\
- 30'
\
`
5= 0.0013 FTiFf
PROP. INV.
PROP. INV.
27.00'
26.66'
EX. STREAM BED
ALONG PIPE C
20'
20'
200' 150'
100'
50' LT. RT.
50' 100'
150' 200'
P R 0 IFILEE
NCDOT
L-
or
llbff
8`4 �®
DIVISION OF HIGHWAYS
JONES COUNTY
■ ■- ■ ■,
HORIIONTAI
1
VERTICAL
..I

VVETLAM P CMG° PUMT NPACT SUMV MARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
22 +67 TO 28+77 -L- RT.
0.27
0.13
_
2
24 +60 TO 27 +00 -L-
0.19
3
56 +35 TO 57 +13 -L- RT.
< 0.01
4
16 +26 TO 17 +40 -Y1- LT.
0.01
5
71+09 TO 77 +39 -L-
2.06
0.25
6
27 +46 TO 32 +33 -Y2A-
60" PIPE
0.22
0.09
0.02
< 0.01
130
6
6
98 +20 TO 101 +64 -L-
72" PIPE
0.80
0.09
0.07
< 0.01
356
14
6
33 +61 LT. -Y2A-
BANK STABILIZATION
< 0.01
< 0.01
25
10
6
100 +97 RT. -L-
BANK STABILIZATION
< 0.01
< 0.01
25
10
7
128 +50 TO 129 +44 -L- RT.
0.08
0.04
0.02
8
131+13 TO 132 +38 -L- RT.
0.05
0.02
9
139 +81 TO 140 +61 -L-
48" PIPE
0.03
< 0.01
10
140 +57 TO 162 +27 -L-
160' BRIDGE
3.32
0.06
0.38
0.43
11
162 +83 TO 164 +07 -L- RT.
0.17
0.02
12
168 +10 TO 179 +18 -L-
1160' BRIDGE i
0.01
0.01
4.02
13
206 +10 TO 223 +71 -L-
84" PIPE
0.60
0.04
1151
60
13
23 +74 RT. -Y3A-
BANK STABILIZATION
0.01
< 0.01
27
7
13
11 +50 RT. -Y3E-
BANK STABILIZATION
0.01
< 0.01
29
7
13
214 +74 LT. -L-
BANK STABILIZATION
0.05
87
14
13 +65 TO 14 +27 -Y3D-
18" PIPE
0.02
0.04
< 0.01
15
228 +39 TO 231+42 -L-
1.08
0.14
16
29 +23 TO 32 +00 -Y2- RT.
< 0.01
0.03
0.03
0.04
0.01
120
25
TOTALS *:
8.29
0.07
0.11
1.21
4.45
0.81
0.06
1949
139
0
*Rounded totals are sum of actual impacts s� ;u °t1.
'jI-
NOTES:
Site 10: Permanent Impacts due to bents in wetlands: <0.01 Acres - -These impacts are not included in the total impacts above. DC -M/
Site 10: Temporary Impacts due to Temporary Work Bridge bents in wetlands: <0.01 Acres - -These impacts are not included in the total impacts above.
Site 12: Permanent Impacts due to bents in wetlands: 0.01 Acres - -These impacts are not included in the total impacts above.
Site 12: Temporary Impacts due to Temporary Work Bridge bents in wetlands: 0.03 Acres - -These impacts are not included in the total impacts above.
Site 13: 386 LF of Permanent Stream Impacts due to Relocation.
sed 2013 10 24
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW AND JONES COUNTY
WBS - 34442.1.3 (R- 2514B)
SHEET 62 OF 62
5/14/14
crlewis

N
Z
Q
r _
\ L
L0 0
W
N
I
fV
F-
LLI
uj
DETAIL Z
CHANNEL RELOCATION
(No+fo Scole)
12C4L FII Slopo ��_
r 'p � -6.r.. Channol
Min. D =4 FT.
Max. d =5 FT.
6 =6 FT.
CL i RIP RAP =EST. 46 TONS; GEOTEXTILE =EST. 65 SY
'ill
TOE PROTECTION
SEE DETAIL I
44 —W1lTE
PUE
LATERAI�'V' DITCH
SEE DETAIL L
� 12
F°
DUSTIN J. CAI rSYDRP, ET UK
-Y2- STA. 31 i 00 TO 31+ 96 RT., DOE =246 CY
15
SLEEPY CREEK FARN9 W-1
14 ,
4AK RIVE& RD. INVEST)
PROJECT
RN SHEET NO,
ROADWAY DESIGN HYDRAULICS
O ENGINEER ENGINEER
cp
f
�cP PRELIMIN RY PLANS
UO NOT U96 FO CON9TRUC710N
kol
PERMIT DRAWING
SHEET 58 OF 6
03BOA 14 Spy W�
i
�-
RDDER .I. BDYD. ET UK
IMA
43 S. SAWYER. E T VIR
CHANNEL RELOC47fON '
SEE DETAIL Z /'
F/F7//
I
.c
5 \/
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
ARHOLD D. 4 EREDITH. ET UK
DENOTES IMPACTS IN
SURFACE WATER
a
DENOTES MECHANIZED
O ° CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
IOD' o' loo'
i
I' =100'

z
0
L0
DETAIL
CHANNEL RELOCATION
-2,
and D
r
Mi.. D =4 Fl. - ceorlxnlE
M.K. d =5 FT.
B= FT.
CL 'RIP W=EST, 46 TONS; GEOTEXTILE=EST. 65 SY
NO.
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
e.% 110 NOT 096 FO OON9TRULTION
PERMIT DRAWING
- Y2 -STA. 31 (10 TO 31 +96 RT., DDE =246 Cy SHEET 59 OF 62
--AEEPY CREEK TARMS.
PROTECTION ON
SV DETAIL Lo \ I . SIAN
+ REMALDER L & BARBARA
co kN
T SHEJL�T,, 4
RoaR J. BOYD
04 ET Ux
44 E DA6 RKAL 0. WEST ;S t
fn,
:Z7
IS& El VSA
06 MA . �S. SAWYER. ET VIR
Lu LATE t,WbITCH 7 Q43:.
SEE IL i
u �,a. ,SEE DETAIL _.? I-
Ns 4"NESTORP.ET UX
f DENOTES EXCAVATION
IN WETLAND
F7 17
%
DENOTES FILL IN
J WETLAND
DENISE PHLLV-.. EY VIP ARNOLD 0. MEREDITH. ET LIX
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
Z IMPACTS IN SURFACE WATER
100, ol 100,
I T 16
V=100•

DENOTS EXCAVA DENTES IMPAC DENTES TEMPORARY
IN E WETLAND TION SURFACE O WATER TS IN FFN IMPAOCTS IN SURFACE WATER
DENOTES FILL IN ' ° DENOTES MECHANIZED
WETLAND CLEARING
': 4 4 ': _W- HIT- -E -ACYAK- RIVER—M. fNVESTWff WTs
PUE
PtJE
50' 0,
50'
Mm� m
HORIZONTAL
PLAN
VIEW
FV

No
ON
INN
0
mmmmmm
Ill
■■�■e■■��■
■■■■■■■■■■■■
E■■■■■■■■■■■■■
■■E■
■
■
■■■■
■■■■
■
■
■
■
■
■
■
■MEN
■■
■■
ONw■■■■■■■■■■■■■■■■■■■■■■■
■■�
■■■■■■■■■■■�■�■■■■O■■■E■�■■l
■■
ua■■■■■■■■■■■■
E■■■■■
M■■■
■■
■■
aaraaaararrMEN
■
t■
t■■■■
MEMO
■■E�■���■��■■■�■���■�■■■�■�
■�■
■■■■■■■■■
-an
ME■■■
■t■MEM■■■■
■
NONE
■M
■■�■■
"I
NUM■E
■■■MEENEE
Monamoni
9
■ENEM
.11
MMM=
■■■
■
0�
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■aar"G■■■■■■
■t■■
■t■
■t
■■■
■
■
■
■■
a!■■E■
■
■■■
■■■
■0
■■■■■■■■
0
'■■■■■
ME■E■■■I■E■■■■■E■
■■
■
IR
■■■■■■■■■■
t■
MEN
t■■■■■■
EME■
t
N■■M■■■■■r
ONE
ENE
immoss
moolmilmommommoom
OEM
!!
���■
���■■
■■■E■■■■
■E
�■■■■�ilai
rid
■
■�■■■�■■■■�■���
■■■■■�■�
■t
■■
I's
■■■■■■■■■■■■
S
ONE
■■
t■■■■■■
t■■■■
t■
E
■■oo
■t■
■t■
■t■■■■■■■m
■
■t
NONE
■
■■
MEMO
SO■
EO■
t■
MO■■■
N
■
t■■■
ON■■
M
■
ONE
aM■aM■■M■■■
■t■
■t
■a�aaaa�:
■�O■E■
MO■■■■E■
■■
■
■■■NNEN
EM
_s
MIENEM■■■■M■■EMEM■■M■■■■
■
■�
■■
{
�.
■■■
■
■■
■_==
a=
CMS
=ownsTio
MEN
a
\■MENaeEaaEaa■■
■t■■■aE■
o
f■■■
■■■■■
■■■■■■■
■
■■■
■■■■■■■■■■
■affs
■■■■■
Ea■■■■
■t
■t■M■■■■■■■■
■■■t■
0
■■■
EMS■■ONE
■
1
■■■
■ONE
■■■
■o
EMEN■■■■■■■■■
0
■ON■
,
OMEN
MEN ■■■■■■■■■■
■■■■■■■■
t
■
ONE
■■■■■■■■■
■t
■t■■M
■t
■
MEN
■
■
■■
l■■■■
t■
N■■■■■■■■■■■■■■■■■■■■
���
■■■
■t
■t
■t
■t
■��
■
■■
■
MEN
■
ONE
a��!�$
■
■
■
■
■
■
■
■■
■M■E■■M
■�
■aMME■
MEN!'-
MM
UMEN
■
■■
■■
■
■
■
■
■
■
■
■
■�
■���
■��
■
■
■�■
EM■EME
EM■E=oo
■U=IMMEMSE
NI■■
a
■a
os
■es
■es
■■s=
■�■��■No■�■�■
■■■MEMO
■■■■■■■■■
■
■■■■■■■■
■OMEN
'`'r■■E■N■■
■■■■
i■■■■N■�■■
!!■MEN■
■
■■■N■M■
■■
■M
■■■
MEN■■
No
0
MEN
■0���■����a����a,
f■
E■■■■■■■■■■■
M■■
E■■■
■■■■■■■E■
■■■
■■MMO
■t
■EM
■M
ONE
M■■■
■
MEMO
■ONE
MMO�
E
■EMENEMEMMEME.
■.
■■.■
■..
■..■_■
■MENEM
■
MEN
■
■..
■
■
■
■...■MEMEM
No
■
■
■
■
■
■
■
■
■
■
■EM
■M
■
■
■M
■
■
■
■�
ME
----
_.
_
UARA
--•
-
-
-
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
��ii�W�
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■�ON
■
NONE
■
■■
MEN
■■EMO■■EMMM�
■
MNE
ME
■
■
■EM■MME■
■
■
■MMEMSEEM
■ME
■
■
■■
N■o
■®
®
�.
■�M�
�
■■MEMEME■
-0
MMENE■■
ENE■
■ME■OEES
M0-0
■OM
■0
■
�
�
®�
■���
N■o!!�
�,�
■�
■
■
■
■
■�
■�
■���Et
■
■��
■■
MM�ON
MM_"
M
■MNO
■���
■E
■
■
■
■
■�
■�EM■
EM
No
MENEMENEEMEE
ENE
MENNEN
Opp
a
MMMM■
MEMO
MO�E■
M■
M■
M■
M■WE
MOMEE`
ME
EMENN
■EM
-�S■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
MMEMOMME■E
is
ME
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■EMSO•EN
■M
E■■
■OM
M
MMMMM■MEMME■■■■MEMEMM
MEN
ME
MMM■
■
■
■��LUM
�R
■■■N
■■■■
ME■■■■
ME■
EE■■■■
EM■
MMaaaa■■
MEM�J
■
■
■
■�
■
■
■
■
■
■
■
■
■�
■
■
MEN
■
■
■
■
■
■M■NS
.,
RoM�[��M��
. �
�MMMl
��'
�ll
���!',•l
��E'.
�a�fl
��aa�aaa�a
'r!!',la',!!'la''�ta■E�■����■!
�■

�yop
S�
W
E3
N =
i
it15
1116
W
SITE 22
MAYSVILLE ,,
111
�� CROATAN '
1112
1% � FOREST
1114 58 1108 �—
/ Chadwick
ills
1116
r 58
N Illg / CROATAN `I
'
NATIONAL
EST
JECT 1116 \ I I
f y §ui
VICINITY MAP
SITE 1
\.10 +00.00 —L— GIN TIP PROJECT R -2514C
SITE 3 BEGIN BP
/ r® SITE 5 �. �L ^STA. 1
...r 1
SITE 7
SITE 6 ---x
SITE 23
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
JONES CO UNTY
RATS RATS PRaBR SR6PWOZ NG N4, INB4A
GLI •C• R -25140 1
RA1H PBOIMU P.A�SOAM6 g0.WR1eN
34442.1.4 PE
WETLAND AND SURFACE WATER IMPACTS PERMIT
WILDLIFE
I-- SITE 1®
SITE 4 SITE 9
SITE 3
ONLY.
SITE 15
SITE 11 SITE 16
SITE 12
r° SITE 17
L-- L SITE 19
-SITE 14 SITE 1S
SITE 13 END CONSTRUC
_Y_ tte as+An
s`O�°
1 4``1 SITE 21
- i`'CI� y�3�
ice_ n
SITE 2®
STA. 300 +00.00 —L— END TIP
PROJECT LENGTH Prepared In me Office aT
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
LENGTH ROADWAY TIP PROJECT R -2514C = 5.469 MILES 2012 STANDARD SPECIPICAITONS
LENGTH STRUCTURE OF TIP PROJECT R -2514C = 0.023 MILES
RIGHT OF WAY DATE: JAMES A. SPEER, PE
TOTAL LENGTH OF TIP PROJECT R -2514C = 5.492 MILES JUNE 21, 2013 PROJECT ENGINEER
LETTING DATE: DANIEL W. GARDNER, JR., PE
JUNE 16, 2015 PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
fo "
rMi', i -% )D 01 V
—2514C
INCOMPLETE PLANS
W NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
4 p GOR p
Oq
♦A
O 9
`s
o,
Cp TA ?b
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
®®
THS IS A PARTIAL CONTROLLED - ACCESS PROJECT WITH ACCESS BEING A
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISF
GRAPHIC SCALES
DESIGN DAITAI
ADT 2015 = 12,000
50 25 0 50 1I
ADT 2035 = 17,700
di
DHV = 12 %
PLANS
50 25 0 50 100
T = q Q/Q
w
V = 60 MPH
1 +�a
PROFILE (HORIZONTAL)
* TTST =5 % DUAL =4 %
10 5 0 10 20
FUNC CLASS= EXPRESSWAY
STATEWIDE TIER
PROFILE (VERTICAL)
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
JONES CO UNTY
RATS RATS PRaBR SR6PWOZ NG N4, INB4A
GLI •C• R -25140 1
RA1H PBOIMU P.A�SOAM6 g0.WR1eN
34442.1.4 PE
WETLAND AND SURFACE WATER IMPACTS PERMIT
WILDLIFE
I-- SITE 1®
SITE 4 SITE 9
SITE 3
ONLY.
SITE 15
SITE 11 SITE 16
SITE 12
r° SITE 17
L-- L SITE 19
-SITE 14 SITE 1S
SITE 13 END CONSTRUC
_Y_ tte as+An
s`O�°
1 4``1 SITE 21
- i`'CI� y�3�
ice_ n
SITE 2®
STA. 300 +00.00 —L— END TIP
PROJECT LENGTH Prepared In me Office aT
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
LENGTH ROADWAY TIP PROJECT R -2514C = 5.469 MILES 2012 STANDARD SPECIPICAITONS
LENGTH STRUCTURE OF TIP PROJECT R -2514C = 0.023 MILES
RIGHT OF WAY DATE: JAMES A. SPEER, PE
TOTAL LENGTH OF TIP PROJECT R -2514C = 5.492 MILES JUNE 21, 2013 PROJECT ENGINEER
LETTING DATE: DANIEL W. GARDNER, JR., PE
JUNE 16, 2015 PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
fo "
rMi', i -% )D 01 V
—2514C
INCOMPLETE PLANS
W NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
4 p GOR p
Oq
♦A
O 9
`s
o,
Cp TA ?b

H
DETAIL A DETAIL DETAIL AP DETAIL L R -25140 4
LATERAL USE DITCH FALSE SUMP SPECIAL LATERAL BASE DITCH STAN D WE OrtCH
(Notro Smlel iNais wa1 Irae �d
P/W SHEET NO.
,w, ROADWAY DESIGN HTDRAUUCS
�kw D ENGINEER ENGIN®I
Aen.D- 7.5 k.
B- 9A FE w Ghats �°n1— "'+'�— 20'- -M GI 7Nn. D—
h= S Min.O- ].0 R. VAR. g
6A k.
- S -om Slope gt hop..d Dikh -{8US- ST AI ro STA-13+00 IT
100' 0' 100' -IBUS- STA. 11+22 ro STA, 12+14 LT DDE=1B1 D' G. d. L Dikih Dade L -��- STA. 13+70 TO STA.19 +M (61
�.- STA. 17 +50 b STA. 19 +15 RT DDE =S69 CY 0.0% To 2.014 d Oran 4.0% To 6. 4d Z�7 PRELIM FY PLANS
r e . 8d O�sr 6.0% 50'
GRAPHIC SCALE t i sw
'� \-°� WETLAND AWSURFACE 'WATER IMPACTS PERMIT Y
d , Fly IN WETLAND " �7 PERMIT DRAWING
FRW JEWM KM * SHEET 2 OF 62
03 *PC 4W
ENLARGEMENT / ;' .'�� If REVISED 2/3/15
k , — f °
(3)Q �' /' " J ,'-� MECHANIZED CLEARING
/ {
_ Q " FILL IN WETLAN�V't °
a F
�♦� fgo °
I 09 PC
Im
I+
I 610 -1.9
!�t%t R �. a
�Q RCP p�
R •� • •. i f fQ : i / � 3
=1 .. !.. I \ I t • ' & VI0.7 RNEV.. em F1 7 a
! 1• ♦ ! f - tF _ , b new roe of 6N FRW JE
ID
PC 04 ' SITE 1 1
2 m HW /
C /, \ tE Tr ,�, -'' � NG DITCH -
/ tt" r' ` TO DW. DITCH
+� ♦ t t ,'/ / vP @/ 69\ ®,6' SPECIAL LATERAL 31 RASE pDCH
�7 ' / 1 / �. T .••,,,fthiii�� /// 1 R / Nt , •+ SEE DETAR. AP
IIyl /// iI R /' �! HAND(/ �
'€ ♦`\ /' K �vte — —� k / // `. _ TO It
%t RINC9\ 'j .• f' STANDARD RASE DROYR
tyi �¢ f / ♦ t / ` / \\ I SEE DETAIL L
C .Ay�,y ' , ♦ 10G
O� RAP /!
e �`C'
i �,p FEiAWx ,�Rt1tBdS EIEIRS / ! i*MV
$ 0® spa 04 �_ _ _ —/ Y � 0 0 /L7 � \ \ LJIATED STATES DEPARTNEWT LF A tO YLM
L WETLA e ��
NLARI;EMENT ,� DENOTES FILL IN
�• c3 WETLAND SITE I
°R DETAIL D
LATE iM RUE DITCH
_— -- / ° ® DENOTES MECHANIZED X� \
W _ ,m• \ ` " _ — — — — / b a >0. ® LATERAL S' EASE DITCH
W
to RR CLEARING a SEE DETAIL D R qi
O-
H.
W � R N'
DENOTES HAND 4'�o h- s.R H.
CLEARING �� OO to srA 19+40 IV'
wo
CLEARING �
ow
a%
oo
NW
Y

'C
r' E
�aQ
�£~ "+„ ~3(@ 14 1 i �'•, 1 \ •! �. ``
f r� �t c,� \ . ti `,, . \ 'gy_ ,} \ m\ ; l \�"\.4 . Q'- 9 ^c'",.\ St r•;--° $ . 1 %`£ � . 1,r _ "`'(�'1 ' I 7 r 6C ; v 90FY, �c- % I =..✓•/ .r E �• T J / t - . l t-om1^ ,E � ,n. `` qi A'la o��. -1` t \ � " t f �8` ; ` DETAILWJ
� �\ 1 . PECLAL LATERAL EASE DITCH. i" -7 to I 4tkol-, I— ' '•
>nr \ g I 7t � � ; i � ` . j ? ( J � �, `\ i v.j�a�' • l' - f I ✓ ^*�� .. s /ti
:
� -
7•ti.. o�f+.� �' �''°�' m / �. D_ ! _'. '�. °E1
m
• '` ! f !` ��,,,,,`� `� '� �•- r'" f' l e- EI. 59°£/ B- 3,RAa
{{B+3Ff.
3 : 1\a s /l6 ft Ditch 1 r AAUS +70 ro
/ .-+ "•� 5r ✓ A.,iit77 A^73+ 4. -16}. ST 13 +70 5TAA +.u•'W +°• i
D' -Gm e GoJa L roV
`^• `1 � i w r �•=. l Sja�°sr�i9'yli�- �E =sb9'.er .o>b r z I zos To e. so• ! `•., t_
r.,. \ _.K°} )�.:..,., 0 1 - W `q'c+�, /�,�•./,j �r •y .� 1 , 0-16. 0% so' i ,\!' N --•g•, ,,,'• .
. i r7 t GRAPHIC ISCALE ;
t `�: — - , - -- � - �:; ' a �E L N® �► ASURF,ArE �A�eX IMPACTS RE I
REFERENCE NO.
DO "r on mg owwmucrmx
1, i I t PERMIT DRAWING
ia�s x�a' } f \ + SHEET 3 OF 62
�\ __ ♦ €� ij�j� % (.— �" It I a� '° �. 1t �. �� e REVISED 2/3/15
~. \j ENLARGEMENT . / 3
I \! (3 , �,3� r f7 t /� �''� -- �AECHAP(IZED CLEARii g�
Nt
FILL IN ' KEAA
'- ''���'.� -'i'" -=.£.. ••r' �� t ## # , •/ ,.. f M l .\ l.J� ' PiSE i 1 ~• 4 -' f 6F 0
vr
'"-- ..•.. -P°' "�_- �•....- °.�-'- �c' � ! ° a � � 1 � i LI-
/�/� ,A � K % P•
! *I
J ` : V ' f' . ^•°•,� "'3B.?s� - i E is
It �
vV
f' !y •t
all
O%' F o
/At Yl
LE
I t p�
•,-. ., ; i }� t , � �'14I� ` 1 i i\ A.
PC M
Ilk
/ _ S � � / � . /�G7 r Q _ / . � f. �- 31+k'S.•• --t ...-.^ 1t � ® � / i �\ R• I , . I - � ' \ 9S
'� t 1 - % t 6 �vi ! _ t� // / � ~ ; t i ! T ! J.... ' .. -- - ''" / - - . - _ , L ^ j 7 •® �v3 :� �r,is } / �~ _ _ ; • / i � i f? ✓ I.AlTL . /
)DITC s 3 H
s W
, R37 Fd
TIE ro E1MIG ofTi
�C 1
a � %
ENT
t
kAREM { I f
DENJ �F LL IM
'^.! a•« \ \ •off J � �'u � � --- -� � �- � W
Vt
,._ 1/ ! l � tt �;" }! \� � ..>� .. .. - 1 �y,��•" •.�,/ ,- � �•.. � ,� s � � � DENOTES MECH /
8 c `r- I `f'/ 1' \ \ - •__ -�.. �./ i ~' !3 EB° �� t8 t1
LE FUN
ir. L �• poi,- ,t i t
.D E�A ES'Hll
H
f
t k`15.0
ULroITCH ! t\
D Fi
fr t Acs o- i.s�, e
It
; 5 6BA H. )
0w, A19 +f10L

PROJ. REFERENCE NO. SHEET NO.
M
N
— 1
^�
m
1
0 110
1
0
l 0 1
0 110
50
0
D
D
D
A D
0
D 1
1
20
30
AD
E D M
D
E 0 so
11 0 1
0 1
0 l
0
1,0
1 0
WE
ND
AND
SURFACE,WA
TER I
PACTS
PERM
PE
IT DR)
WING
SHE'
T 4 OF
62
0.060
460;1
6
0.060
0.
58
sin
g ;1
AQ
SO
0.060
5
460:1
6
0.060
o
3 :1
31
-
In
-
--
- -
--
--
--
- --
--
-
--
-
-
14•+
4.62
-
--
--
-
-
-
--
-
--
-
--
- -
--
-
LEARING
CLEARING
LIMITS
Ll
MITS
m
0.060
0•
4.778.1
.1
0.060
o.o
3;1
3• 1
c
v� —
--
—
—
—
—
—
-
--
--
—
--
W.
41_99
-
- -
V
v
14+
6.00
-
--
- -
--
--
-
--
-
N
G
O
0
gn
N
e
0.060
0.060
:1
6261.1
0.060
0.0
3:7
0
m—
— —
—
—
— —
—
— —
— —
—
— —
--
— —
D.P.
dn
W
--
— —
— —
13+
4.62
S_F
a
W
a
i
8
0
m �
0.060
0.053
4:1
6,0721
0.060
m
a,
g;1
g;1
31
0 oC
0
—
--
—
—
—
--
--
--
-
--
---
—
--
--
—
D.P. 42.2
13+
4.04•
{
D
v
1 ip
„
w
K
0.060
0.050
4 02
?:1
6:1
0.060
dn
�o —
--
—
--
- -
--
—
--
- -
--
—
_
_
D.P_42.
6
-
-
--
—°
— --
--
—
—
��«
12
+
.80
N1AZ
rrntr
N1AW
IA t9N
(9M7
(9 (9(A
�� 10
10
10
10
10
10
1
_
1
10
10
10
10
10
10

m
10
PRO1. REFERENCE NO.
SHEET NO.
R-2514
X-
N
10
10
1:
0 10
10
10
1
1
10
10
1:
0 10
10
10
WE
ND
AND
SURFACE
WATER
I
PACTS
PERM
T
0.060
0.010
4.24:7
5:1
0.060
PERMIT
DRA
ING
3.05.7
SHE
T 5 O
62
3
—
--
—
—
—
—
- -
--
--
—
--
—
--
—
---'
.3620
- -
--
\
:7
EL. =33
72
sin
0.060
0.010
4:l
4 41:1
0.060
0.0
3.7 @a
EL. =3
3.67
FCF�ff-Z
IV. VV
gn
0.060
0.010
4: 7
6 26 :1
0.060
0.0
3.79.
4p
1
n p
LA 11
c
3706
FT
rn
J
I
EL.=
3.66
;'
CLEAR114G
LIMITS
LB
v
v
0
0 sin
3
c
0.060
0.010
3.8j:7
q:1
0.060
0.0
5
0
3'•
E —
—
— —
—
—
—
—
—
—
—
-- —
—
—
—
—
3976
c
EL. =33.6
W
I
lSy-•
AIV.VV
3
W
d
0
0.060
0.010
3.39:7
p;l
0.060
033
3 :1
m=
a�
;1
m�
—
--
—
--
°
—
--
— —
—
—
—
— --
—
—
—
—
— —
-- —
—
—
.7—
—
—
—
—°
— —
—
—
—
3707
EL. = 33.5
an
xin
0.060
0.
0
3:7
A:1
0.060
0.030
3:7
n
0
Tn
yn
NlAZ
Tl9�
N AW
NN�N
��� l!
0 10
1:
0 10
10
10
i
1
10
10
10
1:
0 10
10

0 5 0
PROJ. REFERENCE NO.
SHEET NO.
N
6 0
i
R- 2514C
X -111
SI
t
0 110
1
0 l
0 1
0 1
0
0
E 0
70
0
E D
40
D
2 D
1
1
10
10
10
1 40
70
11
5 a 110
To 1
0 130
110
1
0
WE
LAND
AND
SURFACE
WATER
IMPACTS'
PERM
PE
IT DRAWING
SHE
T 6 Of
62
0
3:
4n
3f7
dn
Fn
60
WLB
CLEAR
NG
LIMI
S
01
0
3r1
c
m
An
X
T
x
Uf
oag
N�
K
g:1
°
3:l
— —
—
— _
m
_ _
o'
c
m
E
c
0
c
W
yl
SH
a
W
d
U
O
a�
m oc
(9
4n
g;1
3:7
1 f r c,
s;`
OW
4n
WSW°"
-
--
—
—
--
--
__
- -°
—
__..
- -
- -
--
—
- -
--
- -
--
—
--
—
—
3
O*Z
O *W
-LB 'JS
Z* 1 0
��w
110
110
I'M
10
1 0
1
1
1 0
10
1110
1 0
1 0
1
0

Z
Q
W
W
CI
9�
N
a
Q:
W
h
In .�
Z_
O
� W
4
W
R
I
uj
W
ti
O y
Otu
y
�tn
I T
c� ti
M
�a
OW
h
C3
,i
f�
—'�
1
6
PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT USB PO` GONSTRUMION
PERMIT DRAWING
SHEET 7 OF 62
SITE �AE 1 I X
TARAIDIPM I
L E �OIXEY E£BSN O 9* I
ET UK SfD K LAT M 31 RUE DITCH
IF N, SITE Ew SEE DETAIL D X
If. B I ROSA LE SMITH — _ _ _ _ / / © HAND
1
O " � IE ,'� � _ I � CLEARIN X �
EB' MECHANIZED 6 LATERAL BASE, 6ITCH ' 11 12 TEL IRA I I I I
UARn(ATA H&L SEE DET L C/ \ TEL I L B P RAP
N• CLEARING `SEPTIC LITL c '11 I TONS 14
D CAN ( \,\ G W W , [ ICI / EST. 0 SY GEOTEIG�L / LLI
1 Ie ,,e
"" \ B RIP I I ISfD I &Rl a I I IF \ / W
.1u GAO UE lil I 1 °.im
WARD.HEIRS " 5 � B RW ne— PUE P I I E E- -I-- -- PUE PUE (�
14p.3.. PU I ISfgU YTL i I L I \
PUE _ _ /\
EST. 'ST. 10 SY GEO ILE _ © _ _
24'
1_ �r4
Sr za
us IT
i
\ F
� F R
REMOVE IE
/ 24' RCP
1!-
- -- SITE 2
It
LATERAL X BASE DITCH MAINTAIN EJ(ISTING DITCH
SEE DETAIL A
I�
K•
�
Pis Slo 21¢5781
® = 27e 14'570 (LT)
®s - 4'l' 325°
D - 3e29 37P
�
L = 77997'
LT = 160A4'
T = 3975r
Ft
R = 1,640AY
1E
b
_
b _
k
\ I SEP� II
\O I
FI I
� I I
I I IE
I /
Ir �
MEDIAN N' DITCH
N. If SEE DETAIL B
/ — zz
RAP
H H _
fE H
1f la
N
THE LN7ED STATES OF A4EMCA
� � O
-L-
PL Slo 16 +95.31
Pis Slo 21¢5781
® = 27e 14'570 (LT)
®s - 4'l' 325°
D - 3e29 37P
Ls = 24OW
L = 77997'
LT = 160A4'
T = 3975r
ST = 80A4'
R = 1,640AY
b
b
_
b _
RO = 240'
w 3I� 1° lAl.
(
VS n YAIN ST zrw
DETAIL A
DETAIL D
DETAIL C
DETAIL B
LATERAL BASE DITCH
LATERAL BASE DITCH
LATERAL BASE DITCH
MEDIAN V DITCH
(N.1 S 14)
(N.. Smle)
(Ne1b Smb)
INelb Smle)
b
b
_
b _
slwWd.r 3 � der
w 3I� 1° lAl.
(
D 3 \ liH. 51
en ° D 3� °dl_ l:fl.
SFi,
D
i r
slI
sl°
E
B Min. D= 2S H.
B - Min. O= 1.5 H.
B Min. D= 2.0 Ft.
8= 3.0 H .
B= 3.0 H.
B= 3.0 Ft.
b- 5.0 H.
b= 5.0 Ft.
b- 5.0 R.
-L- STA.20 +15 TO STA. 24 +00 MED
-L- bM II +bU t0 bM IY +Ib KI - L- "dY+�Y O t� "I -- al T +. ­
DDE =564 CY DDE =2610 CY DDE =2251 CY
MECHANIZED
CLEARING
N
FILL IN WETLAND
w lE
N- H
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
;ir_ A ��►—
IpI.i...
DENOTES MECHANIZED
%w
DENOTES HAND
L4A.;�
CLEARING
�Pv
MECHANIZED
CLEARING
N
FILL IN WETLAND
w lE
N- H
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
• • •
DENOTES MECHANIZED
CLEARING
DENOTES HAND
CLEARING

i
W
m
o�
g
N
J
Q
ti
W
H
O_
'y W
it
a
O
a
IL
W
ti
H
C
I
t� ti
ra
I LL.
\W
�2
oW
'3
It �
100' 0' 100'
ETU
N��;
/ 36, � $8 -e. l / / `tt•; �\ w � � ♦��` _ -- - 368 �•� � /
`� i ,,�• c�� w! °ice �it�r/�r.�
10'a '�pT� .� \- 36.0` / - l- \,�� R YroN.� r� ©
Lu
_z
j
/ ;5 TEIW.T BASE DITCH �M -AN EXIV(JT DITCH
/° A 7 - \7
`"� -��"' •ems � � r� 16�e
<b0G' /// //` 'g•0� y� / O //��
-_% I I ( LA7DET Am ` ♦ D
/ i a //�.0 09 /' -0 J rE_' ` t// l/ J( 3.O H./ & p. i
0'6 // / /�
\ cv / ✓ 1 \I / --°L- STA.Q7 +50 to ST 19 +1j qT ` -C- STA +5i
v BODE =564 1 1 / DES
/4
��jT�/
�ye"
�
\ Q°r 38.0, �• 1 /` \ /gym / % / � � � 1
/ l � C
IV
\ DMA DB
AS TO I STA. 2a +01(1 MED
PROJECT REFERENCE NO. SHEET NO.
R -25/40 5
WW SHEET NO. _
,OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT USR M CONSTRUCTION
j PERMIT DRAWING
_ SHEET 8 OF 62
9
tit,
w
In
mo h,
_0L\
MNIZED
�, \ 9Ei�dO�SN i4i`4"D
r�9R /

10
ii PROJ. REFERENCE NO.
SHEET
NO.
N
R-2514C
X-
m
1
0 110
1
0 1
0 10
110
1
M 1
1
0 10
1
0 1
0 1
0
150
[:W:I.TLANE,
Air!
SURF
CE
ATER
PAC
S
PERJ
4
0.025
4.43:
F 4A3fl
0.013
0.013
PERt4T
SHE
DRAWING
T 9 0
- 62
4 A8
7
EL.
43.79
In
E..=
_ .22
pin
0.025
0.0
4.
:l 4.3A:
0.017
0.017
4.35
3: 7
EL
=43.96
da
�421
L.
0.030
0
D30
44 Al
0.029
0.029
i
4'51.
EL. =44.
—
_
3=7
_
E
. = 4.17
v
an
CLEARING
V
r
LB
LIMITS
0
m
a
0.038
0.022
3•TS:I
•75'�
0.038
0.038
4.63
3:7
o
An
EL. =4
.95
— —
--
dn
CIE
3
--
—
—
\
✓
7
`
_ f
�—
— —
—
—
—
—
o—
c
W
= 4.14
21
6,00
yl
sHg
oZ
W
d
N
0
0.042
0.018
3 ?:7
.72
0.042
0.042
`
m a
4.47
3;7
ma
aEL
i
. = 4
.92
—
— --
— —
L.�413
21 +50.00
a
0.054
0.010
3 6:
3 6.1
0.054
0.054
g.0 4
3:7
EL. =
4.82
— —
—
3
I
--
��
- -
--
--
—
--
—
���
—
—
—
21 +
®.®o
�f
tll (AN
(9 W�
dMW
�««
Md1 H
10
10
10
10
10
10
1
1.
1
10
10
10
10
10
10

N
1 PROD. REFERENCE NO. SHEET NO.
R— 2514C X —8
1 0
110
L 0
10
1 0
DID
5 3
ED
e 3
D
40
a
20
1
1
D
30
A 0
0
3
70 E D
so
11 0
1 0
V 0
1 0
1.0
1:10
WE
ND
AND
SURFACE
WArER
IN
PACTS
PERM
PERMIT
DRAWING
SHE
T 10 CF
62
0.
25
0.025
0.010
0.025
b:1
EL. =
4.41
— —
—
—
0.025
0.025
6 :1
61
OX
10
13
0.025
3.1
29
-
_�
—
D.P.
4.34
3;1
- —-)
—3:
— —
—
--
4050
EL.
.37
CLEA
UNG
LI
ITS
WLB
WLB
CL
LI
RING
WITS
025
0.025
5.44 :1
5 4b:1
0.010
0.025
v
-'1
3
—
— EL.=
4.19_
3.1
X
1
�
dn
1133-
ul
El
.
v
a
v
c
0
m
3
rn
c
0.02 i
0.025
4.8;1
4.a:1
0.008
0.008
1
o
_
EL.
44.04
3:)
c
W
EL.=
.29
1
N
F$-
d
W
d
2
1
0.025
4.65:
b.65:1
0.000
0.000
o "
5:1
1025
ao =
�
EL.
43.95
3:I
EL.
.27
0.025
4.62;
A.62:1
0.002
0.002
k'v
5.291
EL. 43_92
EL.
.26
wi
*Z
'en¢
ntnw
123+
0_00
w iA�
»ww
���
10
10
10
10
10
10
1
1
2
4D
7
10
10
10
10
10
10

a
J
z
W
W
W
a
J
k
N
Z
O O �
WI
W
W
W O
W
T
�T
Vti
W�
�tz
W
� W
I
3�
�yIQ
Yg
o�
L�1 O
k WLV
I
'c
�0
11
•
7�3
i
VETLAN ARI ® /,BURFOA!CE WATER
IL
M -B
Ll
5) J '/ � 1\ E�CAV I IN WETLA�d L��� I �0�—
-EXCAVATION IN WETLAND , 1% —//I
/ ♦ / w 1� ' II \GRAPH {A6E .e J \
/ 37 0 L -&I WETLAND ) ) 1 � / l
IM, FACTS
St aoo�,�
M AN1ZEQ_ �s J� ) j� 0o
n \ I ANIZED / ° /� \� U \ 3eaZ / -c RIN6
L�RING ( \ \ 1 1
.� -- I `/� / Via. — i : j / / / \ -� •.�� _ \_ �\ Illi ,/ / I J
/
--Y0
_ NDRM
ao
\ to / / r —\ / � �. >_.� _' `r � �- d / / £ -- •/' / i�0'B£ 0 F. LASSjiEfl. EY U%
<\ / T. �•• 9!� ` .06' aDi�
( I L�� J }W� /1 1 I�1 0 �q �• / / / ` �sf/
W la a , 0. \ `. •3g9` J Alf*
AOCHELLE AMT HiOLT 0 _ y��,•,�:
W /
-k PUE 1 rU c�IPUE _ E.°. I lJ
— �— — MEDIAN Y D =H
SEE DETAIL B
RAL 3' D
I \ SE DF AIL D
X. ISM 1 /
E
PUE PU „ PUE
1 Im
z — /
x �
I
I>, II Ie��1 1YE
PERMIT DRAWING
I SHEET 12 OF 62
L
9 �
LLI
I �
T�E LISTED STATE$ OF AIIEWK '360 £- H6
"\ a �! i vo
It i0 /THE L"T� STATE OF
K,
f / \ t-- .� I ✓/ 0g�/ x-38.0 �' '` IE ,E ) •/ ✓ (°'
�•`£ "'� �� \� ` SIT -�: = �
�\ —LATE 5 ITCfi/
/1 I / 1, / , ► f \, — �IEC/IH/�PYLpIZ /D� — m 5- ,m0 \ .
14 0�J° \ I CLEARING •�./ 374 U 1 1�.
\ 1 \ \0 \ \ / !aW ^ \ B / / 3� 'I.5 /�61eps v I
I! V\ °�/��y /7L /�q�w� // �)BAc�M. 5.�
\ 1 IMF 1/ I•--�\ \ ( /> 1\" �A�A AM/ '9" 9 ` .0 �/ \ � -L- 3U36_ STA. 52+�0'LT
/ J I I ��I�I, dVLANb �W \ \ �— -0'6� / m / �0 /CY ///
_ �\ ^ I f _ � X08 ° \> >
rte( /° �tilnrl
i ✓ / / \ , k- / / poi I6 / 1066 la
A MMA I I6 — _ ✓ /
LL IN WETLAND
µ
\CHANIZED
�CLEARING
"o,/ / \ / J �0�� C ale \ \ /'A ° �--
0�` DEAL DITCH ( fee \ I I I \ DCNO�ES FILL \�N� i � �` ✓
/ \
7". 6�w, ( ' ` / — \ ( -- - WETLANND 'k-
A
'�
-5.1 TO'STA.4f!00.f Lr\ FAR��
`a 38.0_
1\ \�� ✓ a ` \° I� ? , DENOT EXCAVATION L
1 1 \ \I ` I ✓n \ It* WET ND1-
IL
s
F'
PROJECT REFERENCE NO.
1 SHEET ND.
PE " fT
R -25W
6
, ;
_
WW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
P
RY
PLAINS
Xv-
NOT U6N
DO N07 U6B PO
W
CONSTRUCTION
\
n1 r J
1 Im
z — /
x �
I
I>, II Ie��1 1YE
PERMIT DRAWING
I SHEET 12 OF 62
L
9 �
LLI
I �
T�E LISTED STATE$ OF AIIEWK '360 £- H6
"\ a �! i vo
It i0 /THE L"T� STATE OF
K,
f / \ t-- .� I ✓/ 0g�/ x-38.0 �' '` IE ,E ) •/ ✓ (°'
�•`£ "'� �� \� ` SIT -�: = �
�\ —LATE 5 ITCfi/
/1 I / 1, / , ► f \, — �IEC/IH/�PYLpIZ /D� — m 5- ,m0 \ .
14 0�J° \ I CLEARING •�./ 374 U 1 1�.
\ 1 \ \0 \ \ / !aW ^ \ B / / 3� 'I.5 /�61eps v I
I! V\ °�/��y /7L /�q�w� // �)BAc�M. 5.�
\ 1 IMF 1/ I•--�\ \ ( /> 1\" �A�A AM/ '9" 9 ` .0 �/ \ � -L- 3U36_ STA. 52+�0'LT
/ J I I ��I�I, dVLANb �W \ \ �— -0'6� / m / �0 /CY ///
_ �\ ^ I f _ � X08 ° \> >
rte( /° �tilnrl
i ✓ / / \ , k- / / poi I6 / 1066 la
A MMA I I6 — _ ✓ /
LL IN WETLAND
µ
\CHANIZED
�CLEARING
"o,/ / \ / J �0�� C ale \ \ /'A ° �--
0�` DEAL DITCH ( fee \ I I I \ DCNO�ES FILL \�N� i � �` ✓
/ \
7". 6�w, ( ' ` / — \ ( -- - WETLANND 'k-
A
'�
-5.1 TO'STA.4f!00.f Lr\ FAR��
`a 38.0_
1\ \�� ✓ a ` \° I� ? , DENOT EXCAVATION L
1 1 \ \I ` I ✓n \ It* WET ND1-
IL
s
F'

--
PRO1. REFERENCE NO. HEET O.
N
R-12514C I K -1
1
0 11
0 1
0 1
0
1 0
110
1
1 20
2 D
AO
0
e 3
0
f 0
5 D 110
10
E 0 1
0 110
1
0
WE
LAND
AND
SURFACE
wArER
IMPACTS
PERMIT
PE
IT DRAWING
SHE
T 13 C
F 62
0.025
6:1
6
0.025
3�
:I
4n
1
3.0
—
EL._
36+00.00
0.025
6;1
6
t
0.025
3•.
7
3.0
—
dn
vn
EL.=
s
35 +50.00
Ta
0.025
6 :1
6
2.025
rn
a I 4n
3.0
—
—
— —
--
—
--
—
—:1
:1
��
--
- -
--
--
—
--
—
--
--
--
—
--
—
N.
v
EL.=
2
35+00.00
To
ZLEARIls
G
CLEA
ING
o
LIMIT
WLB
WLB
LIM
TS
v
m
0.025
6;1
6
0.0
5
Q
3.0
1
W
EAl.
8
34 +50.001
NI
SH
a
W
d
rin
t�
m`v
0.025
6 :1
61
0.025
�
and
3.0
—
_ —
3
dn
Tn
El. =
14
R
34+00.00
F
*
0.025
6;1
6
0.025
3.0
3
—
--
—
.
7
Z
o
�
��
EL.=
.10
33 +
0.00
a
>.Uj
M
*�
*1 *1�
l 0
1 0
110
110
1.0
1
0
1
1
140
1.0
140
1
0 1,0
1
0

Z
0
N
C
v
N
a-
a
rA
rA
a
a
M
fA
•
is
0
:�£ /I \ / q�'� �m w u _ \ ° ✓ \mil m'9i/ ' -I�� WETCAND AND SURFACEIWAM 1>\
lt1 Al a-
_°/ p
�•6£.>_ -�.�o ,_„ ✓ mm /`C , - 0.6£x` .� !r •6 , _ L/ _ l _�. 66���- M
:0 �€ _ ^�I I \ = "�`�l� - b � � , 7 m J �1 y --ROOY . RmD. ET U%
CEO HILL, EIT UX
I' I q / 100 0' 0 100'
I�
6£• 120 I I x /. 1 I, / I m / FREOP6CK_,.KMET U%�
W
GREEa 0 LAaITJLL{C x e�� L'9J _ _ , x�xIi \- = f ! m < _' f r X 2.4 / GRAPHIC SCA \ `�
- II • \� s� p 00 - / 6 .I FRED ' uX: Wi I m/ (j \ a J / 6
�- J I \ � \ � /.• ' �� /� � / / � � � •� � I 24 l � \ px + x4e•eLECxJi �� �, � -
9 6 5 I `�o tIEDRICK E. x •0Y l �+, Q � „ I
`I `•e :E�i s/ J: / �� S 1 6. II ``- ET U% \ I� `°" 1 ��
i 1 I paFns L. IILL \ ) 22 2.2 e -� Q \
\ III 2••4 \ 25 ❑ / % -
1 ` I L`1#.L II \uT€RAL BASE- -DITCH / >/ m �5 ,J° �Fy DK I I� Ip( 9� _+ flLOER G. /sYSPT 1Y
5 E U \ I SE �� \ WD DK /vA IEFp r1 I ^
Ir / ' \SEPTIC SYSTEM ✓ ' I I CL B RIP RAP x� �� \ s �40.m h�h,, - m • / HTR
I ) I 11 i W I \ j \ H /I I ` I�' I- 4 S TONS l SYS7
IISM EWiI 6 _
fI 9 I I (/I \U5 -006 �F�y1 yI�� ✓ / I 14 Y GEOTEXTILE a x. `
/- 11 .. I I m I t ISFD ISFD RO�L KMIG ET .III
5T. I 20(fILE I � C�NC M EP f 1I Y5 M LT) ` Vo `I� `I / �I �� 23 ' V �I I \ O 1��j • d _ �I
P ) % L ET - OIIOI.EY, I u nAT 3' BASE DR
PL1E� 9.0 40.0- UE' PUE A E I s, �P . //ate PUE PU DEFAIL E ( I ' IP 1 ( L _ PUE � J
ER \ 1 _
_ _ _ _ _ /- MEDUN�'DITCH _
-/ SEE DETAIL B
-- I - - - - -- -- �F- - -s - --
837 SRS 200 \ \
PERMIT DRAWG
SHEET 15 Of 2
.QpWY A. LORERS.ET U%
PROJECT REFERENCE NO. SHEET NO.
R -95 7
RAY SHEET NO.
ENGINEER
DO NOT USE POd CONSTRUCTION
�TNACr 2
i 1b•� 7 d0 I /
""� fll�A .T'" z'� •Fay■ `�
mo
Ste[ -
OWN-
in
rr�Jrli•7� �T7L.l�f"���. iJ. G i
3'�- -`.mot iN�I>iir's� �•y
.L
i
I-
I
I
\
THE LOOTED STATES OF AMERICA / 16 % It I TIE 18MTE0 STATES OF AiEMCA / / It H- z
16 - MECHANIZED
1 e 6 ,� CLEARING
- µ 10. IZ JY
\ ,F
39'� _38.0-
FILLS, �9[
38.0 ^38.0.. \ _ _ _ J µ •i �` I f i
\ Ir
- -/ // -� \�\ / - ^8e -' \µ @3�. \' ��� -���� - -38.0 -- •__.__38.0
J -SITE __ / �; �� i _ I-- - - - - --
\ �38.0� / / -� \ \ / i--
V / I � - -38.m- -•'
7// �� \� �� `� i \� -- _------- - /�� // F 37 DENOTES FILL IW,
4. �e ,me \ f WETLAND I
W _
DETAIL B DETAIL D DETAIL E ` - -
/ MEDTA ro DITCH LATERAL BASE DITCH 37. E_WCH
1 Na ro sml.l b r (Ne ro smbl b
Yuinl 3. _ _ DENOTES MECHANIZED
D 9' tlI _ 6 9
D 3• d � SbV. I '!9� �° 15R. ` Sl�epe � 1 , /`37.� % \� '�I. LZA�R) G
0 k.
M_N 3.O .5 B- 3.0 F.
Ft. J
ff ,
-L- STA. 46 +90 TO STA 48 +00 MED ` / b' 5.0 H• 6= 5.0 F. / 1' D
-L- STA.30 +5 I. STA. 52+00 LT -L- STA. 52 +00 1. STA. 61 +00 LT
OD /
(I DDF =2610 CY "-E =765 CY
�37.m -1
37.0 v, -Iwi„
I<n Icn X \
U8
RAI)WO C. "WS. A ®s%ul�;
jr
00
m
k0 I
,we
uj
1
fF P -k -' -.--'r -PUE
£8�
""� fll�A .T'" z'� •Fay■ `�
mo
Ste[ -
OWN-
in
rr�Jrli•7� �T7L.l�f"���. iJ. G i
3'�- -`.mot iN�I>iir's� �•y
.L
i
I-
I
I
\
THE LOOTED STATES OF AMERICA / 16 % It I TIE 18MTE0 STATES OF AiEMCA / / It H- z
16 - MECHANIZED
1 e 6 ,� CLEARING
- µ 10. IZ JY
\ ,F
39'� _38.0-
FILLS, �9[
38.0 ^38.0.. \ _ _ _ J µ •i �` I f i
\ Ir
- -/ // -� \�\ / - ^8e -' \µ @3�. \' ��� -���� - -38.0 -- •__.__38.0
J -SITE __ / �; �� i _ I-- - - - - --
\ �38.0� / / -� \ \ / i--
V / I � - -38.m- -•'
7// �� \� �� `� i \� -- _------- - /�� // F 37 DENOTES FILL IW,
4. �e ,me \ f WETLAND I
W _
DETAIL B DETAIL D DETAIL E ` - -
/ MEDTA ro DITCH LATERAL BASE DITCH 37. E_WCH
1 Na ro sml.l b r (Ne ro smbl b
Yuinl 3. _ _ DENOTES MECHANIZED
D 9' tlI _ 6 9
D 3• d � SbV. I '!9� �° 15R. ` Sl�epe � 1 , /`37.� % \� '�I. LZA�R) G
0 k.
M_N 3.O .5 B- 3.0 F.
Ft. J
ff ,
-L- STA. 46 +90 TO STA 48 +00 MED ` / b' 5.0 H• 6= 5.0 F. / 1' D
-L- STA.30 +5 I. STA. 52+00 LT -L- STA. 52 +00 1. STA. 61 +00 LT
OD /
(I DDF =2610 CY "-E =765 CY
�37.m -1
37.0 v, -Iwi„
I<n Icn X \

PROD. REFERENCE NO.
SHEET NO.
R- 2514C
I X-1 7
1 0
1 0
1: 0
1: 0 1
0
110
5D
Eo
?D
W
D
40
W
2D
7
1
2D
30
40
!D
eD
?o
E 3
SD 11:0
110 1
0
1: 0
1 0
1 iO
WE
-AND
-
AND
ND
SURFA
---
E wA
-
I-ER IN
-
PACTS
--
PERM
] I
j
PERMIT
1
DRAWING
SHE
[ C
T 16
F 62
0.025
6.1
6•
1
0.025
0
469
7
n P
Al 7)
1
1
1
1
1
EL.
51+00.00
rin
5.07
0.025
6-1
611
3.0
---4iL-
—
n P
A? RA
40
EL.
.47
In
50 +
0.00
4.95
0.025
6.1
6•
0.025
-
3.0
L
A298
dn
t.43 .43.
.3837
50+
0.00
.5
A.-/3..l
0.025
-7
6
1
_2.025
3.0
n P
A3_aZ_
4Q
E
EL
�13
?
36
i8
r An
49
;2
LB
B
CL E kRING
U AITS
5D
2
0 D25
0.025
6-1
6
0.025
A K
0 1:
a<
3.0
nP
4n
EL
3 .35
49+
0.
"or
432-1
0.1 25
0.025
6 1
0.025
.0
n P A1,2n
S.
EL.
.31
48
it 02�
+
0.00
env z
awm
1.10
1 0
110
110
110
100
9 D
80
70
6D
5D
40
1
1
0
5D
6 D
7 D
E D
90
100
10
1 0
In
0

0
Z
0
I-
it
CL<
0 o&
0-
LATERAL BAS
13 SEE DErAJL E
. -JIUL,
T�
RAYMOND C. BADS, JLET UX
YARVaa L, GOlOSO"
I. " DITCH 9
D AND SURFACE WATER 1IMPACTS PERMIT
PROJECT REFERENCE NO.
SHEET NO'
R -25/90
b
8
RIP/ SHEET NO.
ROADWAY DESIGN
ENGINEER
ENGINEER
k. ju RACHEL M. EUMW
DETAIL E
LATERAL BASE DITCH
DETAIL F Fe
A
LATERAL ASE DITCH
I IN.,ro �)b
DETAIL G
LATERAL VDITCH RiI
b
F, m
b
I H.
:0
D .01
gmDENOTES
EXCAVATION
B filf.b-
IN WETLAND
D= VAR. -.dd
b= 5.0 Ft.
3. Ff. ww. .
1.011. ddh dWh
6= 5.0 H.
ED A-
Mn. D= 1.0 H. amend e, iweded
-I— SIX 52 +00 to SM 61 +00 IT
DDE=765 CY
b_
—_ TA+o STA.
—L— SM 66+90 to 31A lb+dU Ll
DDE=439 CY
MLIMINARY PLANS I
DO NOT US9 FO . CONSTRUCTION
_ _j
PERMIT DRAWING
SHEET 17 OF 62
y
01
DENOTES MECHANIZED
CLEARING
F, m
DENOTES FILL IN
/
WETLAND
gmDENOTES
EXCAVATION
IN WETLAND
DENOTES HAND
G
y
01

N
Z
O
N_
R'
V
w
w
a
a
w
w
rA
LLI
to
Lu
suj
V I
w.
40;
w
I
IN
40 / l l ` N yam. 39.0
// .� \\ 39.0 \' ✓�!/
?'e NQ,S
m
N
E WATER/IMPACTS P
-- -- -ate„ ��✓
/' m v �/ �MBt�.6�E•1' UXC �.,-1
gb
r f f hr m / % 4
4 t
(Nab w.)
b
3/4
`��
L
D 3��� l:fl.• 51
/� \ / \
O
/ 1j
B 0-3.
B= 3.0 N.
/ b- 5.0 H.
.r Flle6ew ®.n °v
Min. D= VAR / rppvvvdnnd. Tmdm
r 10.0
1 SEE DETAIL/G
m
B= 3.0 H. 41 / 1. .$d dwh
6= 5.0
— IATEWAl' BASE DRt�` \\ 4 .0 =
SEE DETAIL E
J / "
�•o
J `J,9'� \
m
^ /I
/ I
0
� ✓I
\.I
pl '8
�39.0- / \ \390 -�3q0
/ -,/
/
SITE-A,—/ 3$�/
`x.90• \ ` �
_DETAIL E
LATERAL BASE DDITCA
\\ DETAIL Fa
\ LJ11AL BASE DITC� sf °PO
38
D TAIL G
Qv LATERAL '"ITCH rdI
(Nab w.)
b
3/4
IN.. Swl °)
b
Gd.h "v
Grvv
/ O (NWro Rv) Sbp.
b
D 3��� l:fl.• 51
D o,. '0/ / 0.8
—_ 6wn�. M
GwM
/
B 0-3.
B= 3.0 N.
/ b- 5.0 H.
.r Flle6ew ®.n °v
Min. D= VAR / rppvvvdnnd. Tmdm
I D a /
\
AFa
/
m
B= 3.0 H. 41 / 1. .$d dwh
6= 5.0
ob°n mo.kp
Min. D= 7.0
b= 5.0 H. i.oii.amA
-L- STA. 52 00 to STA. 61 +00 LT
w FDE =765 CY
-d�
_ -L- 6l +00 to STA.66 +00 LT
1 \� /
\\ \D` n�G_ r / -L­ \ 6DDE=4 5T�78 +30 LT
SR �n07 �
Al, 39.0
e R
O /
�9.0- —
PROJECT REFERENCE NO. Snttl
R -25/40 8
PAY SHEET NO. _
LOADWAY DESIGN HYDRAULIC.
ENGINEER ENGINEER
PRELIMIN RY PLANS
DO NOT USE P0j CONSTRUCTION
PERMIT DRAWING
/ , SHEET 18 /OF 62
h 47.01
J
71
\ CLEARING
DENOTES-RILL IN /
WETLAND— , j
DENOTES EXCAVATION
IN WETLAND
DENOTES HAND
€9 ! -LNG
0y
i
pi

5 1
PROD. REFERENCE N
R 2514C
X-22
t0
110
1: 0
1� 0
10 10
so
ED
?D
eo
!D
AD
30
20
1)
1)
20
OD
AD
M
W
70
ED
90 110
I'D
110
130
110
1!
MO,
WE
ND
-
AND
-'E
SURFAI-
WA
rER [IV
PACTS
PERMIE
-T
PER
T DRAWING
SHEIT
19 C
F62
0.025
6:1
6:
1
4n
3.0
3.A
D.P.
43.07
dn
i
66+
46H
.00
00
In
sit)
6:7
61
0.025
3.0
40
,rn
EL.
37.68
n P
J1
10.00
Al OR
.76—
. 00
+65+.
in
C.EARINC
W
WLB
CLEAR114G
LIMIT
50
LIMI
0.025
6:1
6-1
0-)25
3.0
D.P.
43.12
4n
EL.
64
3
90.00
0.00
:rn
n
sin
0.025
6:1
6!
1
0.025
3.0
D.P.
A3.20
dn
E
>
EL
T60
ja
64 +
P 01
.00
in
tN
0.025
6:1
61
_0.025
3.0
3
dn
n P
Al 1?
in
in
EL.
a
64 +Ub.00'
'
In
0.025
6:1
6
0.025
1.0
P
A-1 AA
Af)
-7 =
7527
N
63 +
Ob
) .00
W**
1
D (I
'HD
3JT
120
110
1 10,
110
0
70
60
50 A
0 3
D
20 1
D
1p
20
1
A
D 50
60
Ito
110
0
1
0 110
1
0
—...1

D' PROIECf WHENCE NO. SMEEi NO.
R -25(4C
�P� 9
+. • I .`� �^. ._ 0 I ' r' _ ` t ems~ - 9 &W SHEETNO.
m �f�b>f \ � � .' � � •��__� — ....�, �i� >, t \ . m"' � ,.� r�- V1��TLAP�€3 .�T�f�. 6Afi �'TS - i ._. -.
0 7 i w-• !."` `",,.� . _ -. _ ,� ` 1- lu.•xe_,��- __- y.' _L._ -j .. / - ROADWAY DESIGN HYDRAWCS
FILL IN [�Q� __ —. ,. , l l ENGINEER ENGAN�
1 4... ^^'$S5fi ^' _ e .i I f - �A r 5 RIN 1 - •,�,.f -7' f t ^• , -_
C%Y'AT4ON ,} t f� i ✓� s� 1
� i
WETLAND �NL GEA NT r \ 88 f .
2 FILL IN- WET ANO
(3X)
"
PRELiAiiN R% PLAN
' \ ;� / t - > f iaR'74�+ � ; - :n i ) '� DO KM IA6 O�i61RVCfiW1
-.� tea.,, E`i'\ e•Hb, l I .._'_•� 1 x^ , DfTCH
Lrr D
I „w �`eq°a.'� ••I • ., � % ^•, .'`�• ,,,.. � �,. �'" -¢ � SEE �NL KRCH . -•••y. ��IOiY' 0• , , -100•
%,a, -• • ...w .••t "• •� �°' �` •' r 1 r . ^-• ' t` .._ v ti _..,.. • e PERMIT QRAWIPIG
LARCaEAA N A \�� ®� j a. / - if SPECVU+CUYDI I.SI�EEIe I OF 62 DUCH
SEE DEPIL AF
- f j _�` •SEE NLARGEMEENT!, c seE Vy. .✓ - ,� }� k
%% ( j *- �aa:� REVISED 2/3/15
td1E�HkN1�ED l , j 1 b t '' _ HEETt22jti /� '
CLEARING / ( �_ . I �� f �� 'r -
-'�v' IjE ! f, �' ', r p®9 �3- _a' 7 t >' , EXCAVATION t I �4i /f } \ !.�
a7 A fk1
••"' y ' I / \ /!.ABBY L EL , "`3 °•:t J X06"• —IN
- - p - -- � 44'
.9� � � / J i ^-? ✓ \
3� �� _.1 LATE tiL D \ 1� ®! A
co 0
m l ` 7 1 I
� -i s , ` .\ � 1 \ r � . � . \ NA RAL GRO13ND I r � _ lf,. I .. - .. ' •` �..... -.
,_ TES H I�
LLJ r LATE �r elrea! 2 k `e. 3 rl q, SEE oErtiL LLi
LL,S 4i'(: •,� - �` se�>DEr G I' LI ;` �`\ \ Y�i ; �� 1 +�� , ' /1JACS 6Alm.. i (- I�' LLJ
> j 1 p Pg'E
Lij PUE PUE`' —� , • E - ]` ----"� P �• E� G EXiR E S E ' ^� o_ f ? T E DETAIL LLJ
# K.� , I _'•� EST. ESi.3GTO�NS D. sLU
-
®
c _
r•1 lb• .sisp
rd
e __ ~_ — - _ —
r— -- — -- -- -- 0
-�• — — — — _- _ _ — - - - - — - .— _ _ — — HE SPECIAL DETAIL 2t-9 = _
OF V
oor
C
`\
l
uj
— r LLA
0 IF u a Ej j It H, S �rmi •,mac.^` ^� ! 1 i t `� $9.. �� t I! / Bf ! Tj3 , .AiJ� -/ e�
FILL IN WE°I'L�1@ f UNTEb(Sra�T P�A�a T.o�' T � # � � H \* � t -- - ( ( �
i I�
e re 1 ..•.• '�•'_••� ---- � r... -• -- -ti<"- "" m � � ` '- fit\ � /'
MECHANIZED j ' -" ` . 'E -" ' ,i a . �-
- CLEARINGS
`_--- _ {y '^ u,� ` "� / .,•' 1 s —' / 1 ` H"" "r 3 °••2... ..•� ✓ ,`"i L ,� _'•- ,yam•°- .`
�y ^. ,I - Y f �, r•'•^ -^'� r^- - �" r,Q• � \ I � `• �. S� �- a •---
d. ENI�R MENT ?'3.r, -- f ''r �� \ '4•'79, ". / (3X)
N,
1 ^/ r t a ~
,\ �,~ yaw j T f�
SU
`' e
DE EsS FILL IN
WEiNQ
1 f J MECHANIZED
ERING ty ,
w FILL IN WETLAND
V D_ AIL r ETAIL I ; DETAIL K 1 DETAI ` \ MAIL 1 DETRIL AF DENQTES�6,E�XC ♦AVATION
w rERAL M DITCH °, S uL CUr DrtCH SPECIAL cirr DDCH u �bIfCH , -,JAIML 'r DITCH q, SPECIAL LITERAL •w DITCH I N WETLAND
w rldro resiq r by [Neab read Nxb smtq
w I n.�. fNaro tmH e+.m IHw�e rey naM ; t
�° DENOTES MECHANIZED
AUn. D =1A ` Alin. D -lA R. �+ / 9
h =3A k. .,,1 D_ vul / i +A e Is m CLEARING
z �, °Ieswe came- DRV1A- 1f1 +2570 STA 11 +I0 RT ! - ORYLSTA 9 +35 TO SrAli +19 / Hl�eaw =-j r l
wo Ati o= 7.0 R. yrovd e. nsded -L- $TA.. 83 +50 TO Sr0. 86 +50 LT Mdyn- a5 R. ?
h"I SA R. "'E'b1en' j DDE -219 CY h= 6n H. aw. =++"w -0 A- Sf0.10 +SO TO Sf0.11 +25 (LTl l r ;:lc;_`,:_I�,_•�._,.,
66 +00 b STA 78+90 LT DDE -499 CY -4- RA 86 +30 fo STA.89 +00 LT
81 +50 TO STA. B9 +50 LT DDE =49 CY ! t f \ DDE =90 qY
a®

1191 a nib, n 16 A 7r-M-1 A A& 9 w-&
ff" fff WE F 11 'Iff F T-: ra

v
E;:
a
REFERENCE NO. SHEET NO.
R -2 14C X-28
°\° e
1
0 1
0 1
0 1
0 1
0 1
0
1
1
100
10
1:
0 1
0 10
10
WE
_ND
AND
SURFACE
WArER
lJVPACTS
J7ERMlT
PERMIT
DRAWING
SHEqr
23 C
F 62
cla
in
W
z
J
0.025
6:
156'1
0.025
0.025
T-L
—
P. 49.13
`
—
—
--
—
'—
—
—
—
--
-- --
--
__�
Bey
82 +
5.00
aa
0.025
:1
5.678
0.
25
0.025
gn
m
D.P. 4E.40
Xi
81 +A
U. 00
v
to
LEARIN
LEARI
LIMITS
WLB
WL
LIMITS
m
0.025
6;7
6
0.025
3
i
c
3 :.N
JD.P.47.78
3:7
3
o
_
E
81 +3j
�.00
c
0
c
W
F
0.025
6;7
6f
0.025
•;
g:1
3:7
0
o -o
D.P.
47.61
'D=
°•�
—
_
_
��
I 4n
3
3 -�
—
—
— —
®+
® .®®
0.025
6:1
6f
0.025
3:1
3:7
NO
—
--
—
—
D.P.
47.44
n J
w
80 l3b.00
wyw
a yv,
Tn
�f irn
i*z
�wz
vriww
1
1
10
10
10
70
70
1!
0
«�« 10
awv
10
10
1:
0 10
10

10
1 PROJ. REFERENCE NO. SHEET NO.
C
m
K— 9 1 X-30
10
10
1:
0
1: 0
10 10
5 a
ED
D
e D
D
A D
00
2D
7
1
2 D
30
AD
D
e D
7 D
ED
so 70
10 10
10
10
10 FA
0.0
5
0.025
0.025
WE
ND
AND
3URFACE
WATER
I
PACTS
PERM
PER4T
DRAWING
SHE
24
OF 62
-
yn
87+
&00
0.
25
0.025
0.010
0.025
3
�
•I
86 +
b.00
r
N ILB
CLEA
ING
LUY
ITS
X
'D
x
0.025
0.025
6:1 b.
0.01
0-03
0.025
a
c
a
3:1
D.P.
9
: )
3
\
EL.
8.30
—i
-
7672
E
O
i
0
`c
m
E
0
c Pin
W
An
N�
F-
a
0.
25
0.025
6:1
5.1621
0.010
0.025
'0
3'
D.P.
51.10
:
)
dn
+
Jb.
—
86
00
w
0.025
0.025
6:1
5• '241:
0.010
0.025
E:=
i4 {. t ,
H3:1
D.P.
50.85
a
UIN
���
85 +
0.00
—
An
NHrN
�
M dl7
(qMm
�ww� 10
10
10
10
10
10
1
1
10
10
10
10
10
10

z
0
o�z
T_
DETAIL J DETAIL H
LATERAL V DITCH RR LATERAL V DITCH
(Nel le SmM) Slop IN"Iro 5m M)
b
'-- slop
D l 'p�� Min. D =1.0 H.
b =5.0 H.
RU ehd dNine
Min. D= o.s F. mma <. —I.a .{_ STA 89 +00 TO STA. 94 +00 LT
6= 5.0 k. 1. °1pi''d""' """ °'" DDE =451 CY
1.ON. ddd+de h
-L.— STA. 86 +50 to STA. 89 +00 LT
DDE =30 CY
DENOTES FILL IN
WETLAND
eR DENOTES MECHANIZED
CLEARING
•• i
I THE UNITEO STATES OF
O
SITE i
PROJECT REFERENCE NO. SHEET NO.
R -25/90 /D
WETLAND AND SURFACE WATER IMPACTS PERMIT PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
GLI
FRELIMINA, RY PLANS
DO NOT USB PO CONSTRUCTION
fool 0' I00'
Bill m
PERMIT DRAWING
GRAPHIC SCALE SHEET 25 OF 62
NAD 8� SRS ?007
IIEYERRAEUSER COMPANY
34
KYERK EUSER COMPANY
34
SITE 9
P
MECHANIZED
CLEARING
ul
1
k•
�
I M
�
,\ 18' CARP W/
2 ELBOWS
Jt
W
\
J,c
M �
6i3
PUE
F
c @, IR,RAP
IE PUE — PU
PUE —"'�� PUE — — — — _ _' F
�yA —' F
- ' F .. .. • •
i� .
EpiNO
. — EST. 10 59"OEOlEXTILE
� ���iii \ \ \ \ \ \ \ \\
T
MINME
+
V" flCP 15' cmp=i===
=4=
/ /`\ \�� \
�' �• 'ice -
BURY 1.0' US I6Yi O /RC 5B f4 BST
ACCESS STILUCNRE
—
1191 n'IF4frR OSSING_✓ .I
0.4
•• i
I THE UNITEO STATES OF
O
SITE i
PROJECT REFERENCE NO. SHEET NO.
R -25/90 /D
WETLAND AND SURFACE WATER IMPACTS PERMIT PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
GLI
FRELIMINA, RY PLANS
DO NOT USB PO CONSTRUCTION
fool 0' I00'
Bill m
PERMIT DRAWING
GRAPHIC SCALE SHEET 25 OF 62
NAD 8� SRS ?007
IIEYERRAEUSER COMPANY
34
KYERK EUSER COMPANY
34
F k 4
� M
M
M
S ITE 9 MECHANIZED
M CLEARING
M FILL IN* WETLAND
— Iy
O
SITE 9
P
MECHANIZED
CLEARING
ul
1
k•
�
I M
�
,\ 18' CARP W/
2 ELBOWS
Jt
W
\
J,c
M �
6i3
PUE
F
c @, IR,RAP
IE PUE — PU
PUE —"'�� PUE — — — — _ _' F
�yA —' F
- ' F .. .. • •
i� .
EpiNO
. — EST. 10 59"OEOlEXTILE
.-r! .. ..
T
+
V" flCP 15' cmp=i===
=4=
F5
BURY 1.0' US I6Yi O /RC 5B f4 BST
ACCESS STILUCNRE
—
1191 n'IF4frR OSSING_✓ .I
0.4
F k 4
� M
M
M
S ITE 9 MECHANIZED
M CLEARING
M FILL IN* WETLAND
— Iy
O

SHEET NO.
/ \ I t(-z514U Fu
/ AfLJ DETAI Ii / WETLAND AND SURFACE WATER IMPACTS PERMIT RAY SHEET NO.
gIAIERN -'V' DITZ{ A ` �TERAL N' DITCH l ---- -- ROADWAY DESIGN HYDRAULICS
��"I NORd• � S4 �I.) \ \ \ ENGINEER ENGINEER
b
\ PRELIMIN RY PLANS
/ H ^ \ ^ DO NOT USR PO CONSTRUCTION
ben. 5. \0.5 1. a a. STA 8%ODD TO SEA 94 +00 LT l� \
b= 5.0 F. u0. dtm. ®���n� � I DDE =451 C1' \ v � \
/-L- STA. BbDDE =130 �y 89 +00 LT I I \ ' `\ \ \ 100' 0' 100'
ION \ PERMIT DRAWING
GRAPHIC SCALE \ SHEET 26 OF 62
DE-4.. 016 r-tIFILN IN _\ 0•bf-- �.,,_. _ // / / / /' \ \ I'll j D_ a \ " _
' AN m6E �— NAD \ / /
• • • DENOT.dAECIZED� _ _ \ / \ ,RS 20p7
48.0 -CLEAKNG l \ ^m'?� a,0 m _ _ -� ° -8 mn_ _— ' \ 8�
=LI!✓ \/ /` \/_ i `/✓ — 6= �\ - B•6E•r. �. L —, m
J. / /' > mS \ ,� l _ �\v n ` \ / Or �` _„°e /qe ,�/ / o .39.0 h ✓ //A
jy °\ J �/ / IKYP.AHAEUSER /CONPI \
-•41. am ry \\ V \Q ^ / \ `ate 1 -'
a LL�7 /� , l \ \ — / \ (� 41.8 _ ✓ / r e m� MWUS6, COMPANY( ! � / \ /i
it
�� (__`j a� ��� \_ej� 34)
tr J � (° m N\ J `— \/o I } f re; /�( Az�� 1 1
L MDIfCH 0•Ib ( 9% �°. •�' l 0b \ s /��y� ^ / J/ / / s / l
\ `- \ "� _ ` _ (41.0` /' 1 V I 9�m I` . / `� e ` r
W ---� • ' . l b W
LATERAL 'V'.BRCH^� - \\ -� -IE \ 1 Q' ` >
-w'-1L -SEE DE�q� \ / J/ / J p; I \ / \ ✓� /E•_,
0,1V
6d' m zL'TIROv7v) y\ / /� e `/ \ \ / a \ /,• " \ j \ (_ 6/8
_ y r
JACK P LA�-� Via, \ f t Z i� 1 \ / ,b 7 r i m ` \
IJJ lie ­c� B� \ % /i , aaP wi `��x f , �� 1 \
A��� \ l \ \ . ` ELeows 1 0 n /« 1 / I�✓ " 6!J
v P --� \1 / 41.0 a
O .Ib .. J \ •� .� . \ \ \ \�i x'42.0 .7,. ` o / )�� U 0 i` ��� /
SS, _ _� _ t \ 1��_ Pub _ -
•3 -� \-' �. _9 _F L- �_ __ _ \` ' s I ...5 W��f \ \� E �� .3'i I i�CL'i4.E'.L�
0•£ a
W 0 :�_� i- 1. �_ r v- 1 a�n
w
LLJ a v! / � � a � q•� --- - rte- - - - - - -- -- =� _ �' b 1�,
`T o � \ \•0^ ./ ^\ '� _ � ', \`420 ,A20 �
•y= - F Ate_ /- /
a� .�• F � 02 "/ I\ / \ CL Q RIP yr
HW\
X \\ 40.0`
ra / \ lb
�9 1 1 ��T�E/�IMITEO STATE OF r / / \ yew G , if
�JL'D, I / \.• \ \ It / / \ , / / /� �/ /\ / 18' CRAP W/ 11
l,g� A.\ = �` ,4 / `� 39 94'^ / \e �, \ N z ELBOWS k UtATEO TAiE 0 RICA
H� I \i_ l`� a dF
-I.\ q0 .. �� %9 / /0 \ / y�- / 1 A` c^ - - �J 11 -1 /'1
✓ \ `` i- =a- _�, \sue �a.. .� _� fi v/ }�A 1 E/ / MECRAM
NN �+ {(
,e - /0.& �
CLEARING 1I`J
I --FILL iN* VVV Tb4NQ \ a
ww 1

m
-
10
PRO1. REFERENCE NO.
SHEET NO.
ni
R— 14C
X— 4
m 10
10
10
t0
10
10
5 D
80
70
60
50 AO
20
20
1
1
20
30
40
0
e
70
E 90
10
to
l0
10
10
10
0.050
5.264.1
6.1
0.050
WE
ND
AND
URFA
E WATER
IMPACTS
PERM
PERMIT
DRAWING
—
SHEET
27 OF
62
_
dn
97 3557
.00
in
Tn
LEARIN
LEARIN
WLB
LIMITS
LIMITS
LB
sin
0.050
5.447;1
6:1
0.050
_
—
--
96+
0.00
—
—
--
-
--
--
J
a
;,
0.050
879.1
6.1
0.050
x
V
v
C
_
�\
dn-
40.00
96+
0
0
/
In
0
0
v
1:
r
0
"'i
50
5642.1
6'
0.050
W
==00==
rin
d
8
D.P.
52.55
�o
m -o
da
95 +
.00
VEpE
q
0.050
5642-1
6.
0.050
D.P.
52.38
z
95+
.00
���
1
0 1
0 1
0 1
0 10
1
0
1
1
1
0 10
1
0 1
0 10
110

0
it
c °C
v
WEYERNAEUSER COMPANY
34
REMOVE EXISTING ROADWAY
UNDER PROPOSED BRIDGE
AND GRADE TO DRAIN
F F W../ F F
® CONC HM Tr
As
THE LIMITED STATES OF AMERICA
AR
Al O
4
A�
A FILL IN WETLAND
MECHANIZED
CLEARING
I 1 .
I i
1 I
I 1 '
1 I
I I:
I ! .
I I .
1 1:
I 1
I 1
I 'I
I I
1
I I
I 1
1 I
I 7
1 1 .
I I
I I
I I '
PUE
BURY
WETLAND AND SURFACE WATER IMPACTS PERMIT
" GLI
I�f
loo' o' loo'
GRAPHIC SCALE
Nqo a
�SRS�00
�
LWPUE VATION
ETLAND
SITE -11
MECHANIZED
CLEARING
A 18• CRAP W/
2 ELBOWS
EST. 3�TON5 LATERAL 3' RASE DITCH --**��`` PUH! !� PUE EST. 10 SY GEOTPEU%E \ PUE SEE DETPUEE N PUE
US rAW n /AC 58 zI BSF ®� r
BURY 1.0' L
—FS �[� `I eeeCcec
F F F F F F F F
L18' CAAP W/ CL B RIP RAP
N� 2 ELBOWS ESf.2 TONS
M \
EST. 7' SY GEOTEML.E
/
Ae /
I
I
I
I
4
DETAIL E
LATERAL BASE DITCH
I N.I. S 1.)
b
�YDL�I
�"p1j"O J�j�o D A) e� 1iH• Aa
4 p
B Min. D= 1.0 Ff.
0- 30 H.
b- 5.0 H.
-L- STA. 104 +50 to STA. 142 +00 LT
TIDE =4025 CY
DETAIL H
LATERAL N' DITCH
( Nol b Smle)
Min. D =1.0 ff.
-L- STA 114 +87 TO STA. 115 +10 RT
DDE =5 CY
CL B RIP RAP
EST 3 TONS
ONE
�'
u
W .4 .4 J. kaA►
_ cy
MO
EN
�W,1mmlw
--
•
'A4,
POW�I
/i��il
MAE
I
REMOVE EXISTING ROADWAY
UNDER PROPOSED BRIDGE
AND GRADE TO DRAIN
F F W../ F F
® CONC HM Tr
As
THE LIMITED STATES OF AMERICA
AR
Al O
4
A�
A FILL IN WETLAND
MECHANIZED
CLEARING
I 1 .
I i
1 I
I 1 '
1 I
I I:
I ! .
I I .
1 1:
I 1
I 1
I 'I
I I
1
I I
I 1
1 I
I 7
1 1 .
I I
I I
I I '
PUE
BURY
WETLAND AND SURFACE WATER IMPACTS PERMIT
" GLI
I�f
loo' o' loo'
GRAPHIC SCALE
Nqo a
�SRS�00
�
LWPUE VATION
ETLAND
SITE -11
MECHANIZED
CLEARING
A 18• CRAP W/
2 ELBOWS
EST. 3�TON5 LATERAL 3' RASE DITCH --**��`` PUH! !� PUE EST. 10 SY GEOTPEU%E \ PUE SEE DETPUEE N PUE
US rAW n /AC 58 zI BSF ®� r
BURY 1.0' L
—FS �[� `I eeeCcec
F F F F F F F F
L18' CAAP W/ CL B RIP RAP
N� 2 ELBOWS ESf.2 TONS
M \
EST. 7' SY GEOTEML.E
/
Ae /
I
I
I
I
4
DETAIL E
LATERAL BASE DITCH
I N.I. S 1.)
b
�YDL�I
�"p1j"O J�j�o D A) e� 1iH• Aa
4 p
B Min. D= 1.0 Ff.
0- 30 H.
b- 5.0 H.
-L- STA. 104 +50 to STA. 142 +00 LT
TIDE =4025 CY
DETAIL H
LATERAL N' DITCH
( Nol b Smle)
Min. D =1.0 ff.
-L- STA 114 +87 TO STA. 115 +10 RT
DDE =5 CY
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEE0. ENGINEER
(PRELIMINARY PLANSI
DO NOT USE FO CONSTRUCTION
PERMIT DRAWING
SHEET 28 OF 62
34
WEYERHAEUSER COMPANY
—18' CAAP W/
2 ELBOWS
PUE PUE PUE
F ..— — � — F = F — F IF
�EST.7 SY GEOTE)MLE
/THE UNITED STATES OF AMERICA
oLATERAL 'V` DITCH
SEE DETAIL H
18• CAAP 1
2 ELBOWS
WECENIED Ll� /L_L 1J DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
!�r IN WETLAND
** ** * * * DENOTES MECHANIZED
* * * * CLEARING
IYrA
-
mid
rl
CL B RIP RAP
EST 3 TONS
ONE
�'
u
W .4 .4 J. kaA►
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEE0. ENGINEER
(PRELIMINARY PLANSI
DO NOT USE FO CONSTRUCTION
PERMIT DRAWING
SHEET 28 OF 62
34
WEYERHAEUSER COMPANY
—18' CAAP W/
2 ELBOWS
PUE PUE PUE
F ..— — � — F = F — F IF
�EST.7 SY GEOTE)MLE
/THE UNITED STATES OF AMERICA
oLATERAL 'V` DITCH
SEE DETAIL H
18• CAAP 1
2 ELBOWS
WECENIED Ll� /L_L 1J DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
!�r IN WETLAND
** ** * * * DENOTES MECHANIZED
* * * * CLEARING
IYrA
-
mid
rl

PROL REFERENCE NO. SHINO
. m
R- 94
1 0 l 0 t o l 0 1 0 1 0 1 1 l 0 1 0 1 0 1 0 1 0
0.050
5.264:1
6:1
0.050
WE
ND
AND
SURFACE
W.
ER I
PACTS
PERM
sin
PERMIT
DRAWING
—
SHEET
27 OF
62
In
97+
0.00
LEARIN
LEARING
WLg
LIMITS
LIMITS
LB
0.050
5.447:1
6:1
0.050
J
CL
X
�,
0.050
579:1
6:1
0.050
v
v
sin
tn
e
4.00
96+
0
0
0
v
E
c
0
e
w�
0.050
1
5
642:1
6'
0.050
w
u.
D.P.
52.55
` a
—
m=
i
95 +
.00
0.050
S642-1
6•
0.050
D_
D.P.
52.38
a
z
°
95 +
.00
in
-V
�-d.a
i
vNnz
WWN
���
w nw
1
0 110
1
0 1
0 10
1
0
1
1
1
0 10
1
0 1
0 1
0 1
0

WEYERHAEUSER COMPANY
F 3� REMOVE EXISTING ROADWAY
UNDER PROPOSED BRIDGE
AND GRADE TO DRAIN
J �`�
U
THE UNITED STATES OF AMERICA
FILL IN WETLAND
MECHANIIED
CLEARING
t
SITE 10
WETLAND AND SURFACE WATER IMPACTS PERMIT
GLI
100, O' 100'
GRAPHIC SCALE
Hq0
9
I i 200
t I I
I I
I I
I I:
I
I I .
I '
I I
I I
. I EXCAVATION
I IN WETLAND
I � ,
SITE -11 \
I I MECHANIZED
/ CLEARING
CAAP W/
\ 2 ELBOWS
161. ST. 3�TON5 LATERAL X BASE DITCH
1
PUE PU@ PUE _ PUE EST. 10 SY GEOTPEXXTILE \ PUE SEE DErAJL E PUE
BURY
L5 MPP O /AC 56 "BSf
—FS
F F H F F F "",71F F - - -_ _ F
/ 18- CAAP W/ CL B RIP RAP
r.we— 2 ELBOWS EST.2 TONS
EST.7 SY GEOTEXTILE
I
I
I
1
4 1
DETAIL E
LATERAL BASE DITCH
( Nate Sao)
j b
...JO
D
4 �O�
B Min. D= 1.0 F.
B= 3.0 H.
-L- STA. 104 +50 to STA. 142 +00 LT
DDE =4025 CY
DETAIL H
LATERAL M DITCH
INetb Smt°)
6 =5.0 FI.
-L- STA. 114 +87 TO STA. 115 +10 RT
DDE =5 CY
PROJECT REFERENCE NO. btlEt7 NO.
R -25140 /I
RW SHEET NO.
ROADWAY DESIGN HYLIRAULICS
ENGINEER ENGINEER
DO NOT USE Po( CONSTRVCTION
PERMIT DRAWING
SHEET 28 OF 62
m
WEYERHAEUSER COMPANY
CL B RIP RAP
,EST. 3 TONS
18' CAAP W
2 ELBOWS
P1 19 immmaim.&M
° 11th
THE L"TEC STATES OF AMERICA
OLATERAL 'Y DITCH
SEE DETAIL H
18- CAAP '
2 ELBOWS
zath
pAt
■
��I
RECENED DENOTES FILL IN
WETLAND
DENOTE WETLAND XVATION
** ** * * * DENOTES MECHANIZED
* * * * CLEARING

N
O
C �
v
PROJECT REFERENCE NO. SHEET NO.
",-a ikmOl J � ✓ (� t' <� �mmn`J ! I WI LA�ND� ,i�H_� Sl '�W �EI�.�T�PACT PER�I� R —W SHE
gb ✓ a J / r 6 \ ' !__._.___,_a '- ROADWAY DESIGN HYDRAULICS
/ / // \ J \ / ENGINEER ENGINEE0.
ob•J /r ° wb"�i� /�
s \ HORD - Jm
\ V
�1S PR°ENIMIN) RYsraPucLr1ANS
J(( \k,l 9 \� / %A90 —J/ \`� / 0,1 \�,/1 —"� �y/ q4\ _ \ / 100 ( D DD,
m
p. -4 < ` / �m� } @�\>
J. J� ¢/� o I— / vii —\ I\ \ as ,'/ e r¢(
✓� / I' n 1m\ / / ' / 1 ` \ �_ a GRAPHIC ALE / 6 , PERMIT DRAWING
Jai% _1�—�� n� 1 ! J) 9.04_ = SFiEET��29 OF 62
\� m \ N/ r �l \ _7 tid
41. \ C1 016 '• J I 42.0 l /i l / @�'/ / % J 2b \ / I O @ ` /� ✓ '� a l y �/ �6 I \, \ \
( a �/\ /�/ 1 /lni \ �\ m'7 ((I- 2b ( f l
`^•- \ J to - / � m / @ � 1 I � ^ . T- `' /J I � 1 L
REYERRAEUSER CC ANY @ ` �a \ �k� ° ` r / 02� ! �� `�/ Zn! j r / • e� /A
( \ i j\ /@a
Aj /'1
EM
NDEkl�itOSED fLBOR�DGY 1/ec ' 1 fr �/ t f JA \\ `0` g� /% 1 J / /'% ✓/� I \ \
✓�\ \ k� I / /AND GRAD TO DRAIN 22 I /�� /7 \�'Y @ /
�1 N �a N� m'� V .�ti�) c �j
(� _ @ / z —1 J(� _ -/ e/ /11,`� o JI �p�1'_ ;—' •�,, % l
42.0` 1. N , I I 1(. J X11 'i �•� `�..� �, L �( �16�
34 _
/ 1
�• � / \ / \` ' � J \ � \- '"\/` , V { If I aM;� �� �4�'� •_._ o � � f /EYE AEUSER C4APJY
® / I %j e r / J /^ (� I� (I I ( %� V� MECHANIZED \ \� \ J ^ ` a EES s •, J �4t.9 \ \ / r
i / s2.0/ II \ (� / -026 c r
CLEARINGS e
A 18' \�/ < 2• / %L�� 18• W
/EL RIP RAP EIBOWS� / 2 ELBO d �' \ 41. W
✓ _ ( ` l I ,y, — X BAS MY [ ,� t . �\ a
/ @ - \ i \ I Zb / 1 I <\ 1 J / 'k S �.� TONS �"'+' / �.. 61 40.9
, / l `` E 0 SY GEOTE%TILE \ / %S E DETAIL E U� ,
N •�k2� 0 -PU 8�E •`°-�'PU @E P PU , JPUE �� PUE { PU /_, a_ P. \C ' n PUE
l / „
L\ v N ' 4 \ / \ \ by
uj
.� / _ -� r — .� ty-- �- = MW
N
CCC — aai ` ..l i •g h--
b /'_1• _ _ ti _. =r-_ .� / @_mil 7'r "_` `�1��_� *•-- ��._`.0 _`/~`�1J� __ 'YY�0�." %^ ��'!'.0- -r ,✓.'�, 0....i \ '/� -4 4�
® ISM ""_ _
® 0'£b —. — — 0.E6_ _-.t�^ - InleE aosulm - -- ~ `LlSJ4avJfIAC E4!857— — `.� ---- 04z.9'-� — — — — —
® 7 `•� BST 43. —• —" X3.0— = 43.0 — —BURY 1.0' -43.0 6URY 1.0'
_4ZHq — = ®_ _ -- _— — = — .ice- _ - — = _ = - _ _ _ - _ =_'g _ _ In
1
2G1 2G
_ _ _ I
—� - -- —�-- — — - -� —/ \ LLJ Mill
F F F� p HW F F F F
A UL B 1S' CAAP W/ EST .2 TONS / ` ` j EST. 2 TONS IR
z#— \ d9 # 4ee• t,µB r "' 2 ELB01S El.7 SY $EOTE)�LE � � 1 ST. 7� SY GEOTE)MLE � 1• I
m• / \ T IF! 0 STATE" AMERICA I \ # I o \,
Hg e
�J �q. o \ ro� \ > \' \ THE WE0 STATES OF AB.ffRICA
4 F-
\\ 1 / # / \ .?ee \ \ \ y \ Ac I / / I \ o
SEE DETAIL Lj7- II I
\ t �I / \ / �,� F6�LL IN WETLAD\ r
38.0 MECHANIlE[b m l 1, I �m / l J I o / c— 1 18* � W
�A✓� '�
m_ CLE R G
V DETAIL DETAIL H
•� LITERAL SASS-DITCH ✓
� � '�"�RAL "'�`" DENOT FILL IN
Smla) I � ,�
s E s' —A %� / WE D
T 0.0- / \ \
LEV. 6.9� \ ---- _
FII / � I
" ° ' �•` W �DENO� ES EAVATIO�N\
i
SITE, 10 / 1 B= 3.0F Mn. D =1.0 N. p
6= 5.0 H, n�q� l 6 =5.0 F. / \ Q .yt1if —t Fr;y.vl =' -.rn.J }
� m_ � , IN WE
STA.104 +50 to STA. 142+ LT - L_.5Sm 114 *S7 7O 115 +10 T
1 DDE =4025 CY / pDE 3 \ ( \
\DENOTES MECHANIZ
\ `/ / / \W / �/ I 1 • . �� ,d CLEARING

P
P
N
PROD. REFERENCE NO. SHEET NO.
m
1111mm,
R- 2514C
X- 9
10
10
1: 0
1: 0
10
11 O
1
1
20
a D
A 0
D
D
7 0
E 3
so
10
10
1: 0 1:
0
10
10
0.025
6;1
6:1
0.025
r WE
ND_
AND
SURFACE
wArER
IN
PACTS
PERM
3.0
PERMIT
DRAWING
_
_
--
SHEET
30
OF 62
-
—
--
--
—
--
--
--
E_
.98
4
—
--
In
106+30.0(
0.025
6:
6:1
0.025
A
D.P.
55.00
3.0
—
—
—
— —
—
E
= 10
4
—
—
—
— —
—
yn
105+50.00
WLB
CLEARI
G
LIMI
c
m
0.025
6:
:1
0.025
v
a
x+
TA
D.P.
55.37
vT
_+
3.0
--3:
—
—
�—
E
= 23
—
—
- -
--
--
0
05+
0 ®
d
i
N
C
O
D
r
E
c
r
0.025
10:1
9
98:1
0.025
0
W
T-A
D.P. 155.17
--<1
t2
H
3.0
o
`mv
1
E=
35
04+
—
—
--
-
-
--
- -
--
--
--
—
Aa
'm
.0c,
=
c�
m�
Fn
0.025
10:1
9
61:1
0.025
e
w
g'1
D.P. 55.27
z
v yew
rwa
,*X
YMP
VIWW
(9WN
f9m�
MN(9
a»�
���
1 0 1 0
1 0
l O
10
1 0
1
It
10
10
10
10
l0
10

G
v N
O ,D
C
m

N
Z
Q
V N
O �
c
.G
r
F_
t11
p�LU
av
ui
W
ci
L I
f°
Pte'
I�
6P1
\ L
f 'F- F k �- F F #F # F _ - F F a#
15 TON$1 F F IF F F \ F F F f EEXXfTII L B RIP RAP 1dJ1 sY GEOT L ` ` ��_ ` �/ 2 TONS \ \ / am EL B RIP RAP �/ / I �4Q'� -� 1 \ /E 7 SY GEOib(TILE \ m/r EST.2 TONS 40.0 - � _ -- 1 49# / / ` I \ �r 1
EST. 7 SY GEOTEMLE 1 Bye e : TIi UMTEO STATES OF \ / TIC UOTEO ST'AT� Oi 4:9CA 40.0- - - J l I _-9.e rF - 40.0 - T 1 STANDARD 3' BASEE DRCH = r4[) # �_r__ 16 c EST. DE C.Y.LDDE \ Bte / / \ ` \\ _ / / C l � / 39.0- -� \ € / FII- FibTLANf 7 *m 0 \ \ \ M�/I L age i/ % —r 7 ��G B " rA0.0-
TIE TO IXISTING DITCH MECHANIZED �9.e \ 400 CLEARING C 6£ §7 • r'- 390 +11.TERAL IV'OITCH om/ i l SEE DETAIL H /
� 7 41.0�� / cp• �~ -_ J —/� B. \ / —41. "- / I_� TLAI�AND S�l ACS WATER IMPACTS R i�MIT-
� \ � rfe- � \ /� � ✓ /�� ^ � � �.\ � -� \ \ / /, / d r - _ J I � � � X41.0` \ � ,� \ s/� ✓, '-
.a— 1 ~eya 1 `era \ � � / /(� � _ ` \ d �� � � � � � /' — I 'a — �' f �. e.e- --� f �`-ae.e- ' % 9 \ .—' \ / A0• C �d� ` i � // �\
� >q� I % ge / ) Al
-��._J J - J \ J 41.0 / / / �� �/ (tea p° ✓/ ° 1`� - / ` '� I! / ` \pm' Q� f�yd
39�o- L 0-e=s \ x°7" 6' - \ ` e` G _ - �4
/
m( �/ / \ /r° l \\ \ % / �0' a /� / 1 m Ao° / 1�� �a1 o C4� po > l ^
J °� 0 A \ \ i� / P oll \l. �\ �0•eb IC SC jLE
\ ` �r L
l ���' r / . q
SHEET NO.
RW SHEET NO. _
ROADWAY DESIGN - HYDRAULICS
ENGINEER ENGINEER
DO NOT U66 Fog CONSTRUCTION
\ ( o�
,y e0 � I I \ \ J-° \ V.
(I 1� f` '' �% a J \ \\ j
�A ti �01V �1 \ J �/ ,�� ~� r / \� // l M H�?Llf11ZD
c,. e.� CAgTTNNG /
( . f b\ 01b —, \�\ I (�J iq0° /V �/ \ J el ^ \ J ate\
<' 41.0 / 1 `i �! 004` \
4— + ,- 41.e -� �% /v 3 , /Ja / / ✓ 1 I���a�� r / I r
< J ` — (� J < ✓ /�'I EXC/ 41.0 J ` .` � 1.0 1 vESAELisE0.S�CANT e� r J 1' S 2 EL WS Al• 0'Ib \ ry
0 eb( • 3 % "� a RPt ALLEN G f .BBC s s1E / . ST.3 p °0 7 \ iT / —J �'^ EGH IZED
EST.0 SY GEOTXTILE J \n \ ' \ m o / /IATE�S3')BASE DTi CCH ` LS7 PUE PUEz — PUE -`- ,,,y ` '� .0 r�EEDE4iUt�E J .� \ ISFO 41.0 PUE ---B PUE � . s pU i b __ _ —�_ � PUE PUE PUE PUE P '0b
US M /r /AC M 24'BST
:'39� ^-- "f<"'�:�'�_ - i9.R -= � � — 3Y.0 -• -.v ����_ = "i9'Or�- •.m�=- �'x��� -:Ya ^-_ X400- -=
\\ 1, I I
4-
/
PERMIT DRAWING
" ECT,,32 OF 62
0�1
L.JACKSOK ET LOT
Lie
•t'r•r
f 7,.1i ';Bill
728ECAAP W/
I
I II1 �� _ 38.0 / / <
I .
't6.w DETAIL E /
LATERALRASE gRCH /
UU xy`sl
D
-L- STA. 104 +5D'to /STA. 142 +00,LT /
W
DDY -4025 CY
66
L
F
r
iTLAND NE� FIIjL -1
# 4 DENOTES" MEC 13ED
1 \ \ w i / (\ � \/ DfiNOT�! EX %AMN
1 S Nbb
3q 0 � ,D J \
38.0 1 �" \ I / \ A\ \
1—

0 10
PRO1. REFERENCE NO.
SHEET NO.
N
R- 2514C
X -46
•�
1
0 1,0
1
0 1
0 1
0
110
5 D
a 0
70
0
5 D
40
a
2 D
1
1
20
30
4 D
D
0
70 E D
50
11 0 10
110
1
0 110
1
0
PERM
WE �
ND
AND
3URFACE
WArER
I
PACTS
PE
IT DRAWING
SHEET
33
OF 62
0.025
6:1
6
0.025
3.33 '
3.I
3.
— —
—
D.P.
47.71
—
— —
—
— —
— —
— —
—
— —
— —
EL=
.46
7+39 2
0.0
Tn
WLB
CLEARING
LIMIT
0.025
6:1
1 6-1
0.025
3 2p'
3 :7
3A
D.P.
47.87
dn
EL=
.39
396
24+
0.0
0.025
6:1
6
0.025
3 .1011 ��
3J
v
3.
D.P.
48.03
L
4n
EL=
29
t3
o�
123+90.0d
N
/O
C
0.025
6:1
6
0.025
e
3 p1:1
3 :7
0
3A
D.P.
48.19
E
EL=
20
_ 3
23 +
0 .0
0
W
NI
H
0.025
6 :7
6
0.025
319•,
3.)
0
°i
3.0
D.P.
48.35
a=
dn
9
EL= .1
22 +
0.0
w
0.025
6:1
6•
0.025
3.097
3 :)
'•
j +r +'
3.0
D.P.
48.51
22 +
0.0
91
�f
F*
JNN2 -
N HW
W dl(n
(q d17
�««
M (9Y
1!
0 10
10
10
10
11
0
1
_
1
10
10
10
10
10
10

REFERENCE NO. I SHEET No.
R-2514C I X-48
10
11 0
10 1�
0
10 110
50
f D D
e D
a
AD
0
1 D
1
1
D 20
A D
D
e D
D
110
110
1: 0
1; �O
110
0
1 0
1
An
WE
qPEW
-AND
D
SURFA
E wA
rER I)V,PACTS
PERM
PE RN
IT DM
VING
SHEET
34
OF 62
—im M95
rin
D.P.
45.80
-4
3
90.0(
--------
0:1
0
3.1
D.P.
45.96
5
L
E -7, ;r53
-
3 9
130
+
0.0c
M
3A
J,
—
45
D.P.
46.12
EC�
-44
3S7-8
129+50.00
NN
O
3.0
3:7
M
D.P.
46.28
E
EL=
129
40
Yo.00
7n
Tn
Cl
EARING
AMITS
WLB
WLB
CL
EARING
In
LIMITS
3.0
T
46.44
egg
►D.P.
EL—='7Y9r
15
128+'9o.oc
n mg
n nw;
4T-
3.0
3'
D.P. 46.60
3-1
Ma
�*z
I *CMC
RM
M
M
1.10 1,0 1: 0 110 110, 110
50
4 D
a D
2)
1
1
2 D
4 D
5 D
6 D
7 D
6 D
9 D
10
110
10
10
140
110

wl
Z
0
c�
w
w
YnWtC I REFERENCE NO. �11tt1 NO.
/�l PHEP�SIRpStT. T Ux � � R -25/90 /3 l g� p��� WW SHEET NO.
YVC1 I�D/AI�D tlpFjLCEY.�c� j \�J PIYC/Y1IT I ROADWAY DESIGN HYDRAULICS \ l f\ PA I ENGINEER ENGINEER
\ / a {e I \ - L i —.. 4y - /1 / Th 7 m I / — �- -i—v1 ...___...III
loo' - -- o Io— // I NAb 8—� --
e / //: nl /�jCy1 1 \ I S,Q� ?0 — 1 E� \. PRELIMIN RY PLANS
GRAPHIC SCALE \ *.
OLMEi JO£sET Uk �) J oo Nor use eo rnNSrnvcrloN
S .
m I � l
i \
� I // ` ✓ y �'
Jae�s PERMIT DRAWING
SHffT. 36 OF 62
39 m II /eel \ l % ✓g A.sii R ET AL
/A •0 i D AILBASE DITCH
3s 4 � \ J / l
✓�/
� *)Sco
ANIZE
L ING �
E7# I (ABAN01 ` x'42, \ I / .\ � / .k /' > � C \ O
ISFD
ID
(// /— _41%
D
PUE
r \ C ' e> \ PUE
/ PIIF PUE P I — \ 0\ / 51iYw,ET L/
LLI .� . "' — _ /.. ✓ e __ _ — — � �'�` _ n ELI
®
f 4 - y0 '—W3:0=
_.US MiY- lIlNC- SB -24.� —43. •- - -.o:.- ' —•• xi e" ._ -_ ` _'9'3.6" ` ' ` - -c,•
®!
— _—
ECM
6os F •G \F P PR # -VT0 =1.8 = F
i A\
P F C� L
* / / R #
i CL B ,RAP J 1 ` ` _ * "•A
EST. 11 ss TMLE \ % # AAECI-IAINIZ D `40.0'9 ✓
i _ ��
Lu \ - - - \ I \ \\ CLEARI INCA �� \ j�//W,9
` m H $7$0RI& PROPERTY
Z _-7 / \ \ I \ 3$0� �I ) * ELIGIBLE FOR NRHP� / I
I \ I A I _' J. "MY FDSCUE. JR. ✓ 1 t� lz
aT6Pr IIMYED STATES adE1�A — \) \ \FILL N /Wk�rIkN� e / I * '� - -a0.0� -40.
/ /
` .!E / 41.0 ¢
r _ 0 \a / e I' /41.0 — \ �� F L INS * `%I..O m
/ �' -4 ** * * ** /�✓ ee 9 I I II \�
EAU FAY / �',� / \ \ ✓ `^ ✓ 11 A
DETAIL CJLa n G 41. +
\/� / \40e\ �' %* # * #+ ** #* £\ / •\� II I I I A,` / �TE/R1ALHBroA. �® .�.:.•',,
a I l
'° 0.0• /� ✓ '9 / �Z I AVn. D = /1.0 ry. L I
777��• I _ / e J r-40 0 I J
408L- "�L idCf / > I\ _ ( (D�:d" / e-. _ \ I I F DENOTES FILL IN
b 0 f / / / //� 1 1.`UDE=4025 CYH2 +D0 LT 0 {04� n WETLAND
TIION/ IN /WETLAN[� -7 /�' 1 ��i / m'
ti a0 e 1
\ s a
I/ � • e g DENOTES MECHANIZED
I m I I / / \ �4\" J ��e f C i e 1. .
a -1 � �� � � a CLEARING
°�- / / I— 1 /-F \ /'=-a1.0 � _ ✓Am•m-
1`}\ /- 4r�.0� i _I 1mm / � a (� V V / DENOTES EXCAVATION
,b?�i / IN WETLAND
_ �✓ / it
/ � A00 i /� �'�. n //� , '' --- — ✓, � ~ i � \mom / J o — .
4

PROD. REFERENCE NO. SHEET
N
— 14 1(INO.
1
0 1
0 1
0 1
0 1
0 1
0
1
1
1
0 1
0 1
0 1
0 1
0 1
WE
ND
AND
SURFACE
WATER
IN
PACTS
:PERM
^�
PE
IT DRAW
ING
SHE
37
F 62
3.92
6:1
5'k60'
0.060
3.
3:7
—
—
--
D.P.
44.28
EL=
00
139+00.00
3.99
6:7
5 .4601
0.060
3
3:7
D.P.
44.20
_
—
—
—
— —
—
—
L
4n
EL=
.95
38 +
7
50.00
sin
3 86
6:1
5
60:1
0.060
m
3
3:7
—
_
_.
_
D.P.
44.15
o
EL=
90
—
38+
4
00.00
— —
U
h
v
c
a
3
e
3 9.
�
6:1
5
60:1
0.060
0
30
3'I
D.P.
44.12
o
E
EL=
85
137+50.00
0
0
>
L III
to-
-
WLB
C
RING
t
W
LIMITS
L
0
3 59'
6:1
5
60:1
0.0
m v`
.0
3:7
m =
—' —
---
--
_
D.P.
44.12
—
EL
80
37+
9
0.0
irr --
if
3 62:
6:1
5
60:1
0
�0.060
D.P.
44.13
—
—
—
— —
—
z
EL=
9165
36 +
50.00
_
_
N AW
NIAN
(A W�
�w
10
10
10
10
10
10
1
1
10
10
10
10
10
1
0

O
a
' I
ANNIE R. PAIGE
1 C/O OL Or 6
fT
� � I uJt D1.LNNm
_x- -x— I 1
x I I I
VERONICA M TAKE
I
1 � �
SHERRY
% 51 52
/ I 4MaSST�SEbYC S sEPrtc
SM
DENOTES FILL IN
WETLAND
ffi DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
I
I9 I
OII
EXCAVATION
IN WETLAND
55
MARY SWAM- ISLER. AL
SURFACE WATER IMPj
la-
NAD 83i SRS 2007
L —
�til I
ISF0 I I
I I
JAMES V. BENDER, pt
M. l 1,
O
LATERAL 3' BASE DITCH
SEE DETAIL C
pNCll I ..I \
PVC PUE
J ' ; F`UE PUE.o�o
K-
J. MANLY FOSCuE. pt FILL IN WETLAND
43 K. " If
It Ft - TIE IDUSTING DITCH
It IF TO PROPOSED DITCH
MECHANIZED LATERAL'y' DITCH it
CLEARING Ir SEE DETAff ry
R
R R
.. 14
--- EXCAVATION IN WETLAND
FILL IN WETLAND ENLARGEMENT
(4X)
DETAIL E DETAIL C DETAIL H
LATERAL BASE DITCH LATERAL BASE DITCH LATERAL V DITCH
(Not I. Sm6) (NO1b Sml.) (N.tb Swlsl
b b
1 °n 3.7o D 3 \ °� lift. Fill 07° D 3 \�d l:Fi. FJI r---- Fp
B Min.D= 1.0 k. Slepe B Min. D= 2.0 H. Slips u D l:fl. Sl.p.
B= 3.0 Ft. e= 3.0 Ft. MI .Ds1.0 H.
b= 5.0 Ft. b= 5.0 rt. b =5.0 H.
—L— STA. 104 +50 to STA 142 +00 LT DDE =4025 CY —L— STA 151 +50 to ST& 181+00 LT —L_ STA 151 +3V TO STA 156 +50 RT
—L— STA 147 +00 to STA. 151 +50 LT DDE =264 CY DDE =6255 CY
DDE =261 CY
NDPE
PERMIT
PROJECF REFERENCE NO.
SHEEP
R -25/40
/4
PAY SHEET NO.
C/O OLIVER J. COLLINS
HYDRAULIC
ENGINEER
ENGINEER
DECEIVED
I
PRELIMIN
s+
PLANS
DO NOT USE F01
CONSTRUCTION
\-
LAIERAL XL, DITCH
Ly
-
1111, P .�r.��r:
11
DENOTES FILL IN
WETLAND
ffi DENOTES MECHANIZED
CLEARING
DENOTES EXCAVATION
IN WETLAND
I
I9 I
OII
EXCAVATION
IN WETLAND
55
MARY SWAM- ISLER. AL
SURFACE WATER IMPj
la-
NAD 83i SRS 2007
L —
�til I
ISF0 I I
I I
JAMES V. BENDER, pt
M. l 1,
O
LATERAL 3' BASE DITCH
SEE DETAIL C
pNCll I ..I \
PVC PUE
J ' ; F`UE PUE.o�o
K-
J. MANLY FOSCuE. pt FILL IN WETLAND
43 K. " If
It Ft - TIE IDUSTING DITCH
It IF TO PROPOSED DITCH
MECHANIZED LATERAL'y' DITCH it
CLEARING Ir SEE DETAff ry
R
R R
.. 14
--- EXCAVATION IN WETLAND
FILL IN WETLAND ENLARGEMENT
(4X)
DETAIL E DETAIL C DETAIL H
LATERAL BASE DITCH LATERAL BASE DITCH LATERAL V DITCH
(Not I. Sm6) (NO1b Sml.) (N.tb Swlsl
b b
1 °n 3.7o D 3 \ °� lift. Fill 07° D 3 \�d l:Fi. FJI r---- Fp
B Min.D= 1.0 k. Slepe B Min. D= 2.0 H. Slips u D l:fl. Sl.p.
B= 3.0 Ft. e= 3.0 Ft. MI .Ds1.0 H.
b= 5.0 Ft. b= 5.0 rt. b =5.0 H.
—L— STA. 104 +50 to STA 142 +00 LT DDE =4025 CY —L— STA 151 +50 to ST& 181+00 LT —L_ STA 151 +3V TO STA 156 +50 RT
—L— STA 147 +00 to STA. 151 +50 LT DDE =264 CY DDE =6255 CY
DDE =261 CY
NDPE
PERMIT
PROJECF REFERENCE NO.
SHEEP
R -25/40
/4
PAY SHEET NO.
OADWAY DESIGN
HYDRAULIC
ENGINEER
ENGINEER
DECEIVED
I
PRELIMIN
RY
PLANS
DO NOT USE F01
CONSTRUCTION
61
L--� YAL4AGE
DOCRE" ET
6 59 AL
DARN M. PAGAM. ♦ � '
ET VIR ♦\
• 11
0 b01ATRE L.SPENCER: I I
s II
II
II
SEPTIC I
ISM SYSTEyIUP RAP I I
CCE�LSi663 TONS
ES 10 SY En IlLE
i
ISFD I
IB'
I
IE�
Buff ROCK STpIkTIHiES,I6I:,
I�
DECEIVED
I
72'CHL 6 3ser,
X X
\-
DETAIL F Np
LATERAL BASE DITCH Shp.
(N" Smle)
b
Gmu "'— end
D
Min. D= VAIL Rohn ,d.Knp
dmn dd
B= 3.0 Ft. i. pmtid. minM�im
b= 5.0 H. I."A" dpffi
I
C
a ;
1 -�
DRAWING
38 OF 62

i
O
s
a
1 \✓ ? V
� %PW44
ism /
❑d
i
!lvfl --7A M.PA 11
i,
wo
P '} ✓• QGL 1!
/� �MRAPHIC,1ftALE),- '
S 'j/
I \ I 6
/ —: \ v `a
XCQ.Lptl$�m 'I �0`l
,` -40.0 m Q0 11 v / /m/
/I(p� I I W \ //. EXCAVATI07�
.�•��� \ ICI YVETLAND
I IWO
5
Y % YSLE AL
SS"S � 0'
�
/ i I m '• e � �
c
i
�01 1 1 J ca I i E�'aD1T�7�
' G IS RD \ SEE DETAIL E p /
[[ / JI I/ LATERAL 3' BASE DI r / / / _°40.0-
411,,,ETAI ¢0 SEE DE TAIL F 3' E DIP PUE ` PUE sr - 46 PUy 0PU ' r _PUE I -- O 0� ` P P `PU . .I
I AIP i -JSU FA E✓ �'t IMPAd1t-P` ERMIT�-
\ 3 3/ 1 '1
NAD `8/ SRS 2\0 L j J
1
59 .I
_e
JAMS Y. MPPER, JR. 1 - ❑5 \ ` '0.
I
i — - -�\5-7 I 1rr 4
LATERALE DITCH 4J
SEE DETAI
_�IS B[D L
PUE .— �R pUE E
I ,1
— -L — --I-
41r.0—
RAV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT D5E PO( CONSTRUCTION
DRAWING
39 OF 62
AL'
THE L.SPEMCER }I�Z
40•0• -_ •7 �0� ,0� \ \' \ / � / R kC -06£ ��✓ R' � � 1 �
U-1 _—J.VIWY F�Y,E.JR. L _ -J IE / I ( I I \ 0� \ m ( �. u,
\ r I �/ FILL IN WETLAND
4 U
J 4.3 / \ r ° / �9e F e�be� I rm
fE r �. / \ R- SRN DITCH
0l � / 43 R R TO ROPUSED DITCH
'�•- K a IF It / 1 / _ MECHANIZED / LATERAL •.y'DITCH
` ' / / I CLEARING I* SEE DEfAIEH I BLUE RM iTRW S. 1
� \ 0•pY` / / � ' ' I III 1
� � 00
( " \ — � / yeb£` 1. -( v s.0,\ \ T6N� 111
�� . �i` 'W / U X39 �/ / — f \ x x �\ i
F/F i//EXCAVATION IN WETLY�ID � n tN6fa FILL IN - -- (— 9 / a 06£� \ _ \ i f j / �, a I ^ �9.9 n / �(; P \\ \ \
m� \ WETL ", \ FILL ITV W)TLAND ' 1 ,� C IIG�.. �'s� 1,� \\
(1 ` �G NI1 4JNT'ILI�Y�•b£
1 4- L I / '/ I,� J �' (4X1
•s °� • * �€NDTCS MRINGANIZED v��
e . . — _
f / / `DE L _ I DETAk / �p E / DET L H ETAI F
LATQ B/�$m ITCH \ LATERAL BASTiW H ILATERAL ' ORC� Y`I/1TERAL E DITC
) N. Scolel l T,� \ / 39.0 (Negro Swb)b J 1�� \
DENOTES EX{C6���OL� ♦\+'J}� }1�1 "ON �_ _ l / —39.0` J t nom• \ IJ - — 1 �1 l�
I WEI L7i�r / ` \ I W X+ 3.. liH. FII I 7o D'! \�sl 1:N. J 'Sbp. 1',H.� D ht. /f9
L ^ m� ^ b� 1.0 N.� �- l ro B I�= F.0 H.� °h D FI� 9 g' /\✓ 7 �( /•�
ae 0 Fb 9 r) /
5.0 N. .8 `�' V 6 =510 F. / Min. D= VAR
` F 'D0 l B= 3.0 H. �i 1 �• e 3$'I
1 .-� �. 61- 50 T 5YA 142 +00 LTD E- 025 -L- 1 +50 1 1 1 OD LT /
/ \ 1 ) \ J i� \' 1 A.yj�1 _ \, " -L- STA. 151+f3'93b ETA 156 A R� b= 5.0
40,0 / J�� '� C jC "'9 - L- SJ�.`i £j ✓ "� M�DE •8E /' DDE= 261'CY 8£ -L -ST 142 +00 io STA 147+ IT
/ 0 6 ` C 0 9 ! +DO tQ STA,R¢i +50 LT DE -264 CY ,K 0p
' 6 I \ W / •/ /_ DD�E =202 CY_ \ P_ \
/,0-b£ ~ /f� "� ). \ I )/ �M \III (mi ` ✓ i 38.0%'% � /, j`�@?�% /, �� 1 � `— ,'.b r
�. YI
Mk �ralla
.1l1♦1�
N
WIN��
40•0• -_ •7 �0� ,0� \ \' \ / � / R kC -06£ ��✓ R' � � 1 �
U-1 _—J.VIWY F�Y,E.JR. L _ -J IE / I ( I I \ 0� \ m ( �. u,
\ r I �/ FILL IN WETLAND
4 U
J 4.3 / \ r ° / �9e F e�be� I rm
fE r �. / \ R- SRN DITCH
0l � / 43 R R TO ROPUSED DITCH
'�•- K a IF It / 1 / _ MECHANIZED / LATERAL •.y'DITCH
` ' / / I CLEARING I* SEE DEfAIEH I BLUE RM iTRW S. 1
� \ 0•pY` / / � ' ' I III 1
� � 00
( " \ — � / yeb£` 1. -( v s.0,\ \ T6N� 111
�� . �i` 'W / U X39 �/ / — f \ x x �\ i
F/F i//EXCAVATION IN WETLY�ID � n tN6fa FILL IN - -- (— 9 / a 06£� \ _ \ i f j / �, a I ^ �9.9 n / �(; P \\ \ \
m� \ WETL ", \ FILL ITV W)TLAND ' 1 ,� C IIG�.. �'s� 1,� \\
(1 ` �G NI1 4JNT'ILI�Y�•b£
1 4- L I / '/ I,� J �' (4X1
•s °� • * �€NDTCS MRINGANIZED v��
e . . — _
f / / `DE L _ I DETAk / �p E / DET L H ETAI F
LATQ B/�$m ITCH \ LATERAL BASTiW H ILATERAL ' ORC� Y`I/1TERAL E DITC
) N. Scolel l T,� \ / 39.0 (Negro Swb)b J 1�� \
DENOTES EX{C6���OL� ♦\+'J}� }1�1 "ON �_ _ l / —39.0` J t nom• \ IJ - — 1 �1 l�
I WEI L7i�r / ` \ I W X+ 3.. liH. FII I 7o D'! \�sl 1:N. J 'Sbp. 1',H.� D ht. /f9
L ^ m� ^ b� 1.0 N.� �- l ro B I�= F.0 H.� °h D FI� 9 g' /\✓ 7 �( /•�
ae 0 Fb 9 r) /
5.0 N. .8 `�' V 6 =510 F. / Min. D= VAR
` F 'D0 l B= 3.0 H. �i 1 �• e 3$'I
1 .-� �. 61- 50 T 5YA 142 +00 LTD E- 025 -L- 1 +50 1 1 1 OD LT /
/ \ 1 ) \ J i� \' 1 A.yj�1 _ \, " -L- STA. 151+f3'93b ETA 156 A R� b= 5.0
40,0 / J�� '� C jC "'9 - L- SJ�.`i £j ✓ "� M�DE •8E /' DDE= 261'CY 8£ -L -ST 142 +00 io STA 147+ IT
/ 0 6 ` C 0 9 ! +DO tQ STA,R¢i +50 LT DE -264 CY ,K 0p
' 6 I \ W / •/ /_ DD�E =202 CY_ \ P_ \
/,0-b£ ~ /f� "� ). \ I )/ �M \III (mi ` ✓ i 38.0%'% � /, j`�@?�% /, �� 1 � `— ,'.b r

N
PROD. REFERENCE NO. I SHEET NO.
1 0
110
t 0
1 0
1 0 110
5 3
D
A D
1
1
20
AD
- 14C 1 X-
E
5 D 110
1 0
1 0
t:0
110
1 0
WE
�ND
AND
SURFA
E WA
rER 1
PACTS
PERM
CLEAR
I G
LB
WLB
CL
RING
PE
T DRAWING
LIMI
S
WLB
LI
ITS
SHE
40
F 62
6 :)
6
rin
3.0
�)
— —
— —
-- ---
D.P.
45.30
L= 94
�3�
5
—
—
an
44+
0.®
6:)
5
3A
3.0
)
D.P.
45.29
L=
t2
--
5
--
--
dn
°
Ta
44 +
DO.0
Tn
c
3:1
6:)
5
e
3.0
:)
X
D.P.
45.23
—
II�
a
E
_ .30
4
-- —
—
—
_,
43 +
0.0
U
C
h
i
C
O
m
N
3�p;1
6 :1
5
0.050
�
0
3.0
D.P.
45.15
.)
E
EL
48
- -
din
--
0
G in
+
0.0
W
F4-
a
W
d
`.0
3p6;1
6:)
5
0.060
m=
.0
3I
D.P. 45.07
EL
.62
42 +
61.4
�3 Iv :D
sn
k3
3pq:1
6:1
5
0.060
.0
3
��
--
D.P. 45.06
_
z
�o
EL
.66
42 +
0.
— --
Tn
ra¢
N�Z
�nww
��w
10
10
10
10
10
10
1
1
10
10
10
10
10
10

. P
P
I WILBER STRATHOR, I I I
ET UK
DORIS C /OHIA IPHIREY
1 -•
I •
I
WILLIAM YOUNG
I CEO JERVENS
YOUNG
�--- — �{�
FORRESTER
a
1 HTR lA0AIR11 64
I I ET t�L. JRL.
w
f
Z
O
N_
v
0
W
W
LJ.I
LU
v S
H
r�
vJ
I
ui
M
ILO
TALMAGE
NCKERY. ET AL
61
a
UU 9
LFI CP V _!- IB' RCP
US OIAC 58. 24' BST
W
Y �/$1
D J 3
iN �.r EEE1111
�o III
HTR i I i p I ISFD
RCP
/ IRALD
I
LATERAL 'V' DITCH
SEE DETAIL H
BsT LATERAL -MDITC
SEE DET /,1
Q N
zsBKeus 1. N
58
BLUE ROCK STRUCTURES. W-
72* CHL 6 3SBW
—x— �—x— x —xx —x=
\
/
68 1 I
I
LINWOOD WILLIAMS EEIRSI\
LATERAL 3'RASE DITCH \ ,'CHARLES HARGETT
SEE DETAIL C
ARV- -
67 70 \\ K-
MARY L. WF6TE CLASS B RIP RAP \
EST. B TONS
PUE EST. 21 SYUGEOTFXTILE n PUE P4
RCP
ISBLKD
IGLI WETIM0
W
J
100' 0' 100'
E -- e
SITE 1
l ,
EXCAVATION ,
IN WETLAND y
IF N K,
I
JANES Y. BENDER.JRj
i
MATTOOKS.ET UX %7 i
N �
PUE N PUE — I PUE;
Us Mri O /AC 58 24,B5T
_L- J CONC
ACE WATOR IMPACTS PERMIT
NA— p gyrtSRS 7
s.
158KD
p 86
WJ�J N 84 VAN S. SMITH
ALEXANDER SMITH. N -
- \
w o II I
CLASS B RIP RAP I �
EST. TONS \ �✓ /I
IO I ISBKO ST. 10 SY GGOTE (TILE
X
WD I, PUE — — E 1 PUE \ \1PUE
S ; / �/ / / / / N ' y H/�
X'r It �! , ISBKO � ---" �W �I 3 4 � �LATERAL 'V' DITCH H / ! �u �T M SEE DETAIL N /
WILLIAM F.OIALEY
5 TERAL 'V' DITCH 7�y+ t {v W
N. \ ❑ ♦ 66 E IDETAILH y
/ ` 1F
N MA13EL SL'WEAVER ' of '' b 78 I N. IF / / JOSE RYANT,
N �? 69 6 � IF 76 � �9 83 �
75 81 /g/ 4
0 ILL 14 ME AN D MATTHEW
W TLAN CL RIN /
SIT 16 `
F DENOTES FILL IN
WETLAND
r
DETAIL C DETAIL H DETAIL M DETAIL N
DENOTES MECH IZED LATERAL MSE DITCH LATERAL M DITCH LATERAL Y DITCH LATERAL Y DITCH
CLEARING b (NO bSmM) (N.Ibkab) (N.IbSmle)
. 3�,, ,d ;',ft. F� I 1 --- Fdl I 1. HI I 1
D 3' sI yep, lift. Step. lif5. Sbp . 15F1. yero
R Min. D= 2.0 H. °j D Alin. D =1.0 F. D D Min.O =2.0 F.
R= 3.0 F.
DENOTES EXCA AT10N b- 5.0 F. b =5.0 F. b =5.0 H, b =5.0 Ff.
IN WETLA D / I- STA. 151 +501. STA181 +00 IT
DDE -6255 CY -L- STA 151+39 TO STA 156 +50 RT DDE =261 CY -L- STA 156 +50 TO STA 158 +25 RT -L- STA 164 +50 1. STA 173 +17 RT DDE =964 CY
-L- STA 158 +25 TO STA. 158 +90 RT DDE =22 CY DDE -147 CY
:T REFERENCE NO.
I SHEET NO.
4 -25/40
I l5
WIN SHEET NO.
AY DESIGN
HYDRAULICS
SINEER
ENGINEER
LELIMIN
Ard
0
/ / %L��i►�II0
DO NOT USB .
CONSTRUCTION
S ; / �/ / / / / N ' y H/�
X'r It �! , ISBKO � ---" �W �I 3 4 � �LATERAL 'V' DITCH H / ! �u �T M SEE DETAIL N /
WILLIAM F.OIALEY
5 TERAL 'V' DITCH 7�y+ t {v W
N. \ ❑ ♦ 66 E IDETAILH y
/ ` 1F
N MA13EL SL'WEAVER ' of '' b 78 I N. IF / / JOSE RYANT,
N �? 69 6 � IF 76 � �9 83 �
75 81 /g/ 4
0 ILL 14 ME AN D MATTHEW
W TLAN CL RIN /
SIT 16 `
F DENOTES FILL IN
WETLAND
r
DETAIL C DETAIL H DETAIL M DETAIL N
DENOTES MECH IZED LATERAL MSE DITCH LATERAL M DITCH LATERAL Y DITCH LATERAL Y DITCH
CLEARING b (NO bSmM) (N.Ibkab) (N.IbSmle)
. 3�,, ,d ;',ft. F� I 1 --- Fdl I 1. HI I 1
D 3' sI yep, lift. Step. lif5. Sbp . 15F1. yero
R Min. D= 2.0 H. °j D Alin. D =1.0 F. D D Min.O =2.0 F.
R= 3.0 F.
DENOTES EXCA AT10N b- 5.0 F. b =5.0 F. b =5.0 H, b =5.0 Ff.
IN WETLA D / I- STA. 151 +501. STA181 +00 IT
DDE -6255 CY -L- STA 151+39 TO STA 156 +50 RT DDE =261 CY -L- STA 156 +50 TO STA 158 +25 RT -L- STA 164 +50 1. STA 173 +17 RT DDE =964 CY
-L- STA 158 +25 TO STA. 158 +90 RT DDE =22 CY DDE -147 CY
:T REFERENCE NO.
I SHEET NO.
4 -25/40
I l5
WIN SHEET NO.
AY DESIGN
HYDRAULICS
SINEER
ENGINEER
LELIMIN
RY
PLANS
DO NOT USB .
CONSTRUCTION
PERMIT DRAWING
SHEET 41 OF 62
� 91
i
ISM
ELL FOYE, // x
IL
T HORRY
EV
JRe. ET W / ,k
/I
I/
EI
r

0
O
I JKBER @g�SYR HOPI �7 ( 1 " 1 7 l 1 \ \` %V Ali/ n ^ / f /i`\ ^ e8 W%�LAAI�I ,'t�1D �_ FACE WET _(' ( _ i R- 2514C �5
SC,�/0�"�^, ' a/ 1_'J !I �ry �� v 0 ° J M, / �\ �\l •G /��/MPb t FE -NT I PhY SHEET NO.
t- fr ^R)x -'""� fy �/ \-° 0 1 / \L _ �� m � 4 8,p�• / J I%�'�T\ ROADWAY DESIGN HYDRAULICS
/�� I I 9/ M' /� 8.0� ,� ��•--I % J v y -0.6£ ` _ l 'T 9� J)/ �iV I r / �! ENGINEER ENGINEER
,J 039.0- a V — 'BE_ -� `�
) s ' l 0'B
AD gy g S 200 1
I I \ I /� \7 ) `L 'wad•- I 39.0 ^ 390_ J / 100' I 0' 100' ®
PRELIMIN RY PLANS
DO Al" US9 PO CONSTRUCTION
'--GRAI'HI"C*L%
b£
) P'l � X39.0 tt ) \ / PERMIT DRAWING
3 ITE 1 3 c� �) X00: \ II
�NS / �.
/// moo` mJ m I J � � � ~ 9e` (� s `.�/, �1 I I '' H T 42 OF 62
/ Q I A o,m v 65 \ / \ �� (�o / ✓ �ge01 '' \ 3 \,` Q w I I I > / �' l� BRYAN . ET YR�
FYE 8.0P
64 �� �. ISB
HLL,JR. %
m ¢4 ux 1 1 \ / I - — EVCAVATI�O
WpyL�AND 82
`0--I �3� •3 � r m '�'•L It �' VV,
.0
I LBVW — LIAMS- IREECtS'f� 0 — -1E '� n °— L 5 8.6
YALp1AGE I I /, `.kF -' [�- ,J — — V. BENIDER; }- ❑ & x
� DocKERV.EY � .I( '" � // -' .ae. // ��� ,/ /)) � � � \� \ ,•\\ ( 1 tea\\ �` / .j . / � 7 �_) 8�4 VAN s.ula�H
IATERAL'3' BASE DIT�,{ ES HAMMMTT MAY TOCKS. E) Ux / 7-7
( //. `y' m \ Ex R SA9YH,■ I 3�
�� SEE AIL C 06 X0'8 l /
Lij : ' 'l.0' /V I _\ _ 1 /ZC!_ ' 7,t I'1 IE \ H `men 1^ yt\ (OW _ .III (/, i-- I \ : IJI
HT A A 1 ✓ 0' �/ J 40��"s : ✓ Imo/ ` \ / �/ C .�\ .0�" / p _ CIA�S B-RIP AAP -- A' c++, \ /{I - /tj'x — I.I.I
?. ' ISFD L.(RHITE CLASS BLIP RAP �' e. \ / \ \ 0 1 �f I� EST.3 TONS J a\ 4Y' 1 m �' �O
HTR ( \ W.. R TONS - 6 \ ,i `b' I �SBKB \ 10 SY G O7E,(11LE \ 1 ,� ISFp «i
PU E F 11\ 06 ESt 21 sy EOTFXTILE:
PUE P
PUE PU
UE P
l.• PUE P PUE UE PU E� PU —�- UE
�= ,
Lu W
Lu
aa3b �— _ _
b
U3�i /Ai: se EI Li ST — — — — — — — — --- — 0 — — — — — _ — -�--
__ __ REMOVE SYSTEM
_ = — r — = _$ 3 oo
ff
e�
m®I �` __ _ ✓ \ ,T II . J I \\ III I ' ISBLKD F r * * F * C 0
/ D
LLI I S P / -4/ W
I 65✓ 0 _ I
4RNL 6,w SSXD
TERAL 'V'DfTC1� R' 1 'i /ate' hh !� '� �.. I 3 `` I 1• S 1 / /
SELAE DETAIL H � °�
0b ~ �SE`EE 1DF�CH = \ /• / / $ �' !u �3Q7 / / ' , ! / �! EE DETAIL IN ds
/ 0 10�. ` e❑5 A4LIAMM 3q!S�EY 'TERL'V'DITCH � � v ! r � J .R I t / / \\ r'i
E /�� H I lE � R v *40.0 vi/ 1 ¢ 7 (" • .
[[ K. �Lrr s Z t D
z;BKeu� / , e „11 :IT I MABEL StKAVEIj �\ ..� f r L W — pyoyr w \ \_(` — ` ET L FOYE./
1\ I 11 I 69 Si [ 0 \ IA 939 Y -tt H C JDSE EY MANY ��\1 Y
— / 5'8 I — \ 1 I R 8 f
1/ ll E ROCK SYWffl R>ES,gic� ' \ 0 . / f �� 91 4 4 1 < /i� 0I I 8 Y �k \ / Evv r1 E.EY ux
` I II II / / 4�1�� \ ✓ /P� SIP / A� / 85 ®\ �I i I
_ 1 I J
A -- X - -X—T X i 8 3X—' -X :I / I ✓ /� I / / 0'Zb- ` / 9 �/ A \�1 I /n�O%' �/ / \ ` e6 \ f I I 47 \
e I ?/ ILL ' \20 rrTL i `� \90 I �` '\ J \>\ MAYiIa . �F�Y J l IT
1 _ -SIT,
DOTES FILL I!
WETLAND /l I r �m ✓� ( // /� v'/ �r 1 \ 1 \I 1 `� a ` ,L
/\ � % 1 � � ��''� I .0�. I ► /) 3 � I 1 I a I \ <�� / //a � \ \ // .�� � � � e \ I / ( �� � . � . /,.a.�l 0 e
c \ AI 'DETAIL M 38• 'DETAIL N
1\
\-7)$ *� • DENOT S MECIi IZ fD1cH �' ORAL- v.DlrcH / i {Aff wu olrcH / `� uT
KR \ 6,0 0B NW IO—
' _ ° B \ e B mb — R1• L AGn. 10 k. / ...�0'6 D nu s n D �° n6 .]� _,`{.
3 EN E C
\
W TlA D �
\/\
"'A
39.01 ` m \ 151 +3Q SU. 56, 50 KT DDE =261 STA. 1,56 +50 TO ST.(t. 75flt2 =STAN +56'(o STA. 173 +1� RT DE 961 CY 0""' i°'� ^ — —31.,E
1 = �58+�'f6 STA 15B +A0 RT DD`E =22 ` v t DDE =147 yCSIS I \ ° / °•� l l
/ �7�� / f

0 10
PROD. REFERENCE NO. SHEET NO.
N
R- 2514C X-59
1 0 110 1 0 1 0 1 0 1 0 1 1 110 1 0 1
0 1 0 110 1 0
WETLAND
AND
URFA
E WAFER
I
PACTS
PERM
��
PERMIT
DRAWING
SHEET
43
OF 62
rin-
b'
0.025
6:1
6
0.025
3.1
3.0
EL
.40
49
rn
16:1
6:1
0.025
61
.025
3: )
0
EL=
.44
62 +
00.00
rn
0.025
6:1
6
0.025
i 4n
3.0
dn
s �
EL= .4
161+
9
50.oq
t
To
ZLEARIN
G
LEARIN
LIMITS
WLB
WLB
LIMITS
3 rin
0
0.025
6 :7
b
0.025
3.0
E
e �
6
.;
EL= 52
161 +
Do.oq
W
Nl
_H
W
d
o v
0.025
6;1
6f
0.025
m =
a<
3.0
5:
3•)
a ne
EL= 56
$
160+90.00
gn
0.025
6;1
61
0.025
y
3.0
dn
w
L= .60
Mr.
60
711,04
®.0
wf
in
�ma
lA dim
q�« 10
WMN
10
10
10
10
10
1
1
40
50
6
D 70
60
9
D 10
10
10
10
10
10

Z
O
0�: gm
.i W
i
:1 11
1
11
11
' . 1S1
IIA II BENJAMIN BROWN, ET
I I
I : 1�►I 93
I :1
92 1�1
11
CYNT I VW� 1
IN EMA
WAis �41L nll
40120-0- M1
>o- �
/ I / _ N
z MAT HE* MOO11E, JIB., ET qX _I
3: ��k 90 11
35• k III /
I `� II J
/ LAIV'DRCH
/V SEE.FITJIIL N
/ I ISFD Hp I 1
X om I I
X
SHEET NO.
R -2514C
16
RW SHEET NO.
DENOTES MECHANIZED
IOADWAY DESIGN
HYDRAULICS
ENGINEER
� ►1
I
11
PRELIMIN
—X�x
1 1
00 NOT VBB PO
CONBTRVGTION
SEE DETAIL R
11
REMOVE
11
it
SEE ETAIL E
DETAIL C
LATERAL BASE DITCH
I F..
LATERAL 3'BASE DITCH
INetb a°le)
.
J)or
D3� lAl.
Fitl
flops
- --- a a. ate. a��uv
Min. D= 2.0 k.
B
B= 3.0 Ft.
b= 5.0 F.
-L- STA. 151 +50 to STSTA. 181 +00 LT
DDE =6255 CY
M I
i
an 17
(SEE LARGEMENT
S EET 46) 103
OUE L. BRYANT. ET UX
95 9$ W4.LE L. BRYANT, ET UIX WILLIE L.004 T. ET
EOgAR -t,8RYANT,ET UX JAMES HENRY BRYANT /04
�\ o` 1
SEPTIC
y _
SYSTEM
G SYSTEY K. MEC ANIZED CLEAR[ G
ILL IN WETLAN SBRD
i
15BRD ' CAVATION
RAL 3' BASE DR H\ \ 1'1 F3 ii ��-
5 DETAIL C H \.� I WETLAND 1
T I�UE P PU PU - J'• —'PUE PUE CLL
RR LIES Hw raBBwl
0 1q-1—;1 • '
MUM Am
� T UXNARRQELLt 1 / coJ c 1
94 11�
1: "IMP CTS IN
r
/ SUFAC WATER
O. ,.
0 " S
SEPTIC 96
SYSTEM ••
.. ELEANOR LJACK
ET VIR
97
SIT 17
(SEE EN RGEMENT
/ SHEET 46)
/J r
N",
DETAIL P
CHANNEL CHANGE
(Not to Scale)
Proposed Ground
d
rZe ounT D —FIIJ, ope
1JTt \
Geotmdile B Min. D= 2.5 Ft7— Ust. Channel
Mox. d= 2.5 Ft.
Min. B= 5.0 Ft.
Type of Liner= Cie. 8 Rip Rap Min. b= 10.0 Ft.
Maw AI�.m - zr�
1, - * M-1 - mM-- I is,
01 111111111 111111111111 1
PROJECT REFERENCE NO.
SHEET NO.
R -2514C
16
RW SHEET NO.
DENOTES MECHANIZED
IOADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMIN
RY
PLANS
00 NOT VBB PO
CONBTRVGTION
1 0 m m 0 m I PERMIT DRAWING
1 GRAPHIC SCALE SHEET 44 OF 62
7F
DENOTES FILL IN DENOTES IMPACTS IN
WETLAND SURFACE WATER
®DENOTES EXCAVATION DENOTES TEMPORARY
IN WETLAND IMPACTS IN SURFACE WATER
F F F F
F F F F
99 Paz RONAL If //
ELLA
s�
ry CHANNEL GE VU
qq B21 � lS�.�_ -JS s eti SEE CLASS P
.. JS . .. .. • • 1 STANDARD 2' BASE CH
EYELYN .p141E. EY YW W/C1AS5 B RIF RAP
BZ 1 BZ T E ENLARGEMENT EST. 4D TAIL DDE
SHEET 47) EST. 10 TONS RIP RAP
10 812 BZ 2 IMPACTS IN EST. 15 S.Y. F.G.
SUE BMW, FOSCUE SURFACE WATER RRE- EiVCD
105 TEMP. IMPACTS IN
HISTORIC PROPERTY SURFACE WATER '
/ ELIGIBLE FOR NRHP
DETAIL O DETAIL E DETAIL Q DETAIL N DETAIL R '
SPECIAL CUT DITCH LATERAL BASE DITCH STANDARD BASE DITCH
INwb Sw1.) INelb sme) (Nara s w) LATERAL N' DITCH MEDIAN V DITCH /
b (NWb Sml.) INelb Seale)
�Id ^� Sh.uldx /
Groun /oiM y, Peiie ,
1 e fioN 'OV" `?•Jo D 1 l:ft. fill D I 1
Gn 3.Ja 3' Dill 4 SI°P° l:fi. Slope �{db °� i
r D SbP B MJn. D- 1.0 H. OMddo B Min. D= 1.0 H. r D ��
B- 3.0 It. Moc d= 1.0 R ° Min. D =2.0 H.
Min. D= VAR b= 5.0 H. B= 2.0 F. b =5.0 H.
-L- STA 181 +00 to STA 185 +50 LT -L- STA 187 +80 TO STA 186 +00 MED
-L- STA 174 +50 TO STA 175 +50 (RT) DDE =744 CY T d linty= Cho B R; - STA 164 +50 to STA 173 +17 RT DDE =964 CY
-L- STA 180 +76 RT
9
E"-
uj
uj
uj
w
I)
40
4
•
144
DENOTES MECHANIZED
SEE DETAIL R
REMOVE
FOOT
SEE ETAIL E
BRIDGE
I F..
LATERAL 3'BASE DITCH
.
�.
r
-- --
- --- a a. ate. a��uv
F F F F
F F F F
99 Paz RONAL If //
ELLA
s�
ry CHANNEL GE VU
qq B21 � lS�.�_ -JS s eti SEE CLASS P
.. JS . .. .. • • 1 STANDARD 2' BASE CH
EYELYN .p141E. EY YW W/C1AS5 B RIF RAP
BZ 1 BZ T E ENLARGEMENT EST. 4D TAIL DDE
SHEET 47) EST. 10 TONS RIP RAP
10 812 BZ 2 IMPACTS IN EST. 15 S.Y. F.G.
SUE BMW, FOSCUE SURFACE WATER RRE- EiVCD
105 TEMP. IMPACTS IN
HISTORIC PROPERTY SURFACE WATER '
/ ELIGIBLE FOR NRHP
DETAIL O DETAIL E DETAIL Q DETAIL N DETAIL R '
SPECIAL CUT DITCH LATERAL BASE DITCH STANDARD BASE DITCH
INwb Sw1.) INelb sme) (Nara s w) LATERAL N' DITCH MEDIAN V DITCH /
b (NWb Sml.) INelb Seale)
�Id ^� Sh.uldx /
Groun /oiM y, Peiie ,
1 e fioN 'OV" `?•Jo D 1 l:ft. fill D I 1
Gn 3.Ja 3' Dill 4 SI°P° l:fi. Slope �{db °� i
r D SbP B MJn. D- 1.0 H. OMddo B Min. D= 1.0 H. r D ��
B- 3.0 It. Moc d= 1.0 R ° Min. D =2.0 H.
Min. D= VAR b= 5.0 H. B= 2.0 F. b =5.0 H.
-L- STA 181 +00 to STA 185 +50 LT -L- STA 187 +80 TO STA 186 +00 MED
-L- STA 174 +50 TO STA 175 +50 (RT) DDE =744 CY T d linty= Cho B R; - STA 164 +50 to STA 173 +17 RT DDE =964 CY
-L- STA 180 +76 RT
9
E"-
uj
uj
uj
w
I)
40
4
•
144

z
O
`+ a
� m •O
N=
NO.
w ` I r / w rr \ �� \ \ �\ •��� \ — � W TLAND`)No__S A VTER IMPACTS PE RW SHEET NO.
I ROADWAY DESIGN HYDRAULICS
\�L� V J� / •`91' % ` / 0a� g0i 1/ \ �. / I �i \ / ENGINEER ENGINEER
/ JIgaO I / 8.0— \ -w ( I \ e \ NA /�\
\ I J/ 2007
/ / , /� ` 1 s / \ 3a y SRS
// \ ` PRELIMINARY PLANS
U \ \�� 1 \ ` / / / > �� / / r \ L -- - 0 be DO NOT USE PO CONSTRUCHON
Lo. T1_s EE e- 0 a£ / /roV > 0 100'
jl a \ .e` �(� LARGE / / �� \ / PERMIT DRAWING
w S E V,4 Sj, r \ L �// \ ` 1 / / IR / \ \ \ �� e �1 — GRAPHIC ALA a ` L &�c/ /gee ✓ ✓ / • 6 £- — S5 OF 62
0 = L. PANT. ET (ux 1 / m -cJ -3 ! 0 j
\ 9
x \ ` X w /
37.0 I I % \ / ; e ( , ` m �1 0 �/ m 1 e _�F3 -N
III�WdAbW BR01N,ET ux 1 / m� �, �� ! \) t a ^ , JDENOTE FILL IN /
s 7 ( ^' 1 1 , J / / .. \ -� YFJ fWETLND 1 �'�16ifiL ATER
\ •M` 93 _ J � � m ` �� / w � \ 'o`� � ,e � 1 � -39
\ w [� yq
a£, \ \� — l \ vn- e n\ ,\ ` e \ �� 0.m �� ) �PEN&Eb ETLANDTION j ��fNOTq TI PORAR
1 92 // \ \ ' j � oil)( 98 � a9/E E �1'�e°iT �L�IIE L. 0y .ET I �e hP�,C� S IN sURFACE'WATER
`y 9, w
EOp FRYANT. Ei x- I Y BRYAN 0' / /'\m l' / • W L.� / \ 0\ , .b£� .� '-'. am•• 1
\ cYWQUNG I \ — m� \ r 3 10 ®1 f'• DEVOTES MECHANIZED
VIR
\ :/� 'r ��•�` \�� I 00 > 1� r CLEARING/ '/ — - s. 1 I®
91 \ �F� I 0t II. ( o 0 x s REYE ` USER COWAWY 3 �B�tAN �rDlrcH
r° FLORETTA- S \\ ,a ` \ \ `0 £�It : / \ R \ ��BYSTEM i \ \ ` / ` -39.0 0 6£, SEE D�IL R
£` ! °b _ 0�'� / .g 38.0 \fir -0'6£- L
E ANT. ET \\ \ . -� /' MEC ANIZED CLEAR# . G / 6 EE,
1' 9 • • SEPTIC �• �+C -- / / O —
W £� C SYSTEM .�' `w � �?�\ i f� �: �' IS D
�. / / ♦ ���_v / // / / — ERAL 3` 14SE�RCH LU
SEPTI 9 T 1 ILL IN W,ETLLA 1([II�Yt F001' ( C J L H, DETAILE m J 390
Ij.(] SYSTEM 6.01 / / 7• /��,� \ / -7 1 r 1 ` 3 i. 1i T
e� ^ ,. 2S
BRIDGE
V) ISBKD 1 .. .. ` ` / aeµ E�R \ �� w I WETLAND \ �' / qj SEE DET 3' BASE DRCH •�99� / 1 v I L q
W P PUE UE U� P PP P� PUE PUG / e E - PU -�6 - PUE - PUE -�- p e
L1J
W ` -� i w ` m r LU
V) J — — — t�
=use _ —_— — — — Mpg
__�
_ —= -- — _
® — — — — — — — — — _ — — — — — —� .- - -fit — - ::JAC3a - 2¢BS'� — — — — — — — — — — — - - -- O —� 39
+ 1
so
a Ha 1 HR Qa£- - me 1 e -
m
— _ J
-37.0
TREK' ,0 /�T' f6CMARD L. NAB L CON v E GEONTE7(TI ,� \ ♦ X38. / / '/ C
•j�0_ ET Ux / g\ 9YE UTDgCH
�" \ • 1 1 L 5 � K EE 1110 � 6' 0 T 6 .�
.lo. 36• `� $ / B "IMP CTS IN em \. \ 3je -� \ \ ti„ / { / �`' // mtij /l e• \ is /-- �
(1 AC WATER . TEL . ' e _ . \ BZ z I j� j // / • / % / \ `£� o. \ —
I�) "p° / Est \ / (� / / {// J L
rtCYL ` EEv �L H m -• i 79 1r �ro �ROAL / , /
x 6F0 Hn I � � �\ C/ ♦/ / / � \ S / � — —e— � / � i0a gt16 E N� E = � -09£I /
/SIC3 96 82,) e� - -P — \e l i �0�� m
o I t \ / O\ / - / 1 `. \ ` \ �£ / ST�DARD 2' BASE ' 1 I(;I I I w e _,\ E ETA --m J EvEtYNL ' F� "� �� b \ / e i 0'e£ EN RGEAAE�IS�r I ( WVSS B RIP RAP/
b I I J\ , .9n 1 / 0 SEE ETAIL Q
0 � \ > w '�,_1 �--�- . EST. C.Y. DDE //
I� £ / / it 1 m ��\ �� �� / \ '' H T 47 1 \ / /^ 1 \EST. 10 ONS RIP RAP
/� \ / I / / 1 — iZ\ Z 2/ / L w \ ESf. 15.Y. F.G.
'I;
IMP'
SN \ ':�_1,,� =) \
%,— / sa°1tr�oos \ SURFACiPTE'R��� l �) \ \ \
x
3R.0 r �
TEMP. IMPACTS III'
SE _EN RGE NT I `� � �• I / _
m / /, \ \ �\ 1 Wr5#Q�RIC PIC�PF$Il STFAItSE \WAfiER,
46) I ) n gae v _ J e ELIGI R,tv �/ -'/ �ti �/ /
/ / \� a / / / / �� , �+ j/ �la'9I' ) / I)
w 1' 36.0 -A �i , — w \ i-- m
£ �0'9( II II /� J �\ mom\ I % (, �l I — , _ l f a \ ° �// r
J.
IL E E DETAIL P ETAW O'" Fe I DETAIL c� AIL W, II
N CHANGE E CUT R IE E D H ^ ARD E TCH ✓1 TE N' C MEDIAN Y DI C
/ ••'� Sn 1 Y ��..4,�� —(Aa emb]�( T _ Sw �V�/ < Ndk
aj D /C,�38.0 / /�� tab .l v \ L y,r` ' �l w r I / C� \� 5 �£ l
N m Rg 0 r7 41,,1 I / �
,y,,.�• / r--- -- fla5 Grnjl�
Slope 'r=" "' u\ �`� T /1� } �, `
D= 2.0 Fr. d D �3bja8 0 n L ' g t„i•'Q Ft. B 'n De 1.0 k. / °� A I e ! f 1 ✓ � /
3.0 Ft. ( I
_ \ 5.0 Ft. I Geoledile B / .�� Mi14.a =1 2.5 Tt�RDst. Channel / r > l^ / ®H; \ n> 1.I= IA Fr / b y --F4.O H. r0 a
1.0 ✓ �� 0 III w 0! f\ Mmc el =� 2.5 AG11��8, Art.. J �' \ '� ' \ 39 e� / 6 ��i 0 F! m • L£- l..- -j / -1- STAd8i +80 TO STA W+00 ME fo
i1 -L -9. 1 +98 LT / , Min. 5.,0\ F)!y \,/ �,, 1 -L- 1 0 0 185 +5p LT I .� /�%
m Ep m Min. b- / -L- ST& 174 +60 TO ST 175 50 p j j �m ` � q , CY I f m 1 N o`6 CI. �,eD +76 - ST'"„ \ 0 topST� 73+17 RT DD� =964 CY \ / �'
\ l m eoflner= lauBRpRapi �� fL

F,
, M."C"mf "e-

iii
SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
20' ot 20'
me, w ■ ■ ■
ol m m 0 m
["NAlmull

P
p-
N
PROI: REFERENCE NO. SHEET NO.
m
- 1 -
1 0
110
t 0
1 0
1 0 110
30
1
1
1 0
1 0
1 0
1 0
1 0
1 0
rin
CWE
ND
AND
URFA
_E W
ER I
PACTS
PERM
PERM
T DRAWING
0.025
6:7
b•
1
0.025
SHEE
48
F 62
3.0
--
-
--
—
31
j�j
✓
D.P.
.1?. 7-5
—
—
--
-
--
—�.
3.
—
—
- -
--
--
- --
E_ 39
2
E= 3.91
in
WLB V
ILB
da
0.025
6:1
611
0.025
da
D.P.
7—
—
—_.
•--
—
_
--
—;�
3
- -
--
—
—
--
._
5
E _ .54
EL=-S4—.06
0.025
6:1
6• 1
0.025
—
--
—°
--
—
—
_
3.0
:i
3774
°
�i
a
X,
E _ .69
D.P.
37.82
EL= 4
22
D
V
h
C
O
0.025
1
6 :1
6-f
0.025
c
—
.0
dn
— —
—
—
—
DP
/
0
EL
.84
EL= 4.38
m
E
c
m
c
W
H�
s_~
a
W
At)
1
0.025
0.02 i
g:1
61
0.025
—
—
—_
3.0
�
-
-°
--
L—
—
�.
D.P.
- - --
- -
--
—
°
--
—
-136 68
mm
99
L= 4.53
PH -
. ,
i�3 t: f
rr.
.1
0.025
0.025
1
4
6f
0.025
— —
—
jq
t6
EL= .1
EL=
4.69
z
wc�
TV
ay�vn
vxnz
rum
nww
Mwtn
rnw�
uww
��
10
10
10
10
10
10
1
1
10
10
10
10
10
10

Z
O
H
0
Q
0
V
ti
W
K
i�
I 41
O j
ox
y O
�N!
W
- PROJECT REFERENCE NO
_V.
(<w/ Ir I Ili M \� % > C 11 �lr V�ETI;�t 6£�.t�iD\ S�IRFACE�V�F�hIER— /���yY/I �4CTS\PE IT` R- 2514C
n
P�{'/ \ ROADWAY DESIGN HYDRAULICS
\ ^ 6 -� 00 / r / �� _ (/� I I \ m ' / / 6 t / ENGINEER ENGINEER
amp \ / \ �- � q'ab/' £
— ✓3a0� /, /mb� �1� //� /�� b1j ✓�R900� JI
% —
'3 •e / � — 3a.0 � / / PRELIMINA RY PLANS
t
-" -' 1 w r \ \ 1//' I 1 J m'� •\ .'t, ` .� / i \\ \ \ / ,500 / a£, Do NOT USE Po rnxsraucrloN
e
>� = �.� .F CNADW�ILJSR. J /6 j �° \ �1 �I ,✓ -� �r ` ' \ / \ IDD• �\ \ •e0�' ✓ 1 R SOD'
/- ww ^ J .�a \ ee£- PERMIT DRAWING
( > 11 "•?9 L \ C6 •. /,^\\ '6 %RAPHIC SCALE / ' ,mr,' \ /
%' .,0• / m ( o-' SMEEI✓ 50� F 62
S
EVEFI LBiS� JA r _ � \ ` \ / ' \ / \ '39• — — — %
1 w I 1 9 I r' GE ARBOR
•� / ' I (� I 2 fSBKO I \ \ i ` lD I �• `
.0-' ••� \. % / \� 11
6-9.0 I 1 / I ✓ Q I� J 1 / I \ �09E.. ^• I I I \1 ..� _ — /' / 7
_ i 1
✓ / J ^,7 , \ LIJI ��/ / p,TgPp I/ �QO ©O� 10;$\ ^
9.0 •- �HTB I, L l J I IV JC71D1 f lY- 44CDAt EI.. � UR�X =1 SET" LOU W. Ela
\ 1I w-L� -�7z•- 'CHLHLL & X 'EOwhA\ I °� G LEE I�LSOk
=! e'6£- �► )m J/\ I I r S — 1 11 \ �/ . \ .A ILATI:BAI. 3' BASE prrdi II / 1 1 y.� I I S % v // / •f�I �I DITCH B�DETNLE r j �@' �•�i 3� 7 �w ``• J) II \ \ I i -^.�� ` — `��. �h`,..p Lam' ✓L R. k 111.4 \
_' 3'+ All R ^ clY I 1 `�" GRAPE a W (�\-' 1 (� pyq
�® J ^ •/ � � 4i. I 1` �L ARBOR J IL.+ \ tlbJ
39 �Lp�.11r \YS E YSTENV� I \e 3\ \ \ \ / SITE 1
uj
\P 1 •1 SE r)J IC 1 i/ w I I
i w —S.,,4- p I _ 10 \ \ \ (S E ENLARGEMENT i / f \ W
_ — bs. I FO �i mil +� I ✓ / I I / ° II �� \ \ \ — _ ' S� IEET /51) / \ W
��q —06E7 SEpTIIC j��y, `` 1 ISFO ( I wce- l 1 _ I ° 1 ISBKD I ISBLK ` \ / \ /
qry 6 SY57EM 1�� l I I I 1 / / 0 A GRAPE �P I f 1 \8 , I i ' 1 I
PU P CON, S I II L f l I' r 1 r .� I I I 0 \\ o\ \��e �- -- J I •\_ter PUE • e'er_ PUE / w{E+ \ 1 Q�
--� .\ 3 . l) $PUE E qUE .� PU UE ` PUE1 -f--c— PUFF ---�•- PU \ ' 3 LJ
• I ..
LLJ
VIJ =6
�+
® = Z —y8_�_ _ m.�— �"ccr-= _ ` 1 Im 1 1 r�_ �,�1 _�� % — 3e�-- )`J - _ ✓ • - \
E-
.` ► �. J/5 JMY O /AC 58 24'w _ _ —
7 �� 11 -- — — — - _ — = =�/0 0 C
Ei-7 _ – – – – – – , 0
w /
a
I n./ �I� �- —/ _ 1390 / ``�� J���I —��` ^� z �,.� � /� _ 1J I��/ �?
\ �0 F 38.0- �- r•mF —_ _ c\ _'e F — F a— �— F / F F •'\ ®1
LLI - 1 3� \ _ �' C =37.0- C C C C C _ G '37.0✓ S
\� ' `1 e` CL B RIP C C dL
E=. I GEOTF.7(T L�
l $ \ 360` \ \ \ \ /� I / / e— _ % ` — / ✓ �37�0 \ \ t% r \` \\ T ® .r 36:® % J TD
\. 5� :\ � % // // //� �\ \ / / J(' ._., lam— '--� f � w � �� \ `� . ?� ✓ / °1, b
e w �
/h� / \i t 1 ' f ( SUE 80RLOeG�fOSC1 \\ II h &' C %= 1 r ` — T►P91hoolft J / RETAIN m \� tIp 0g£ SREE D A IAQTION
D AIL A 1 \ — / — -A a/ T 1 L�
„t one uunor� 1 �' 3g�eJ �a°I-' 110 .� / -•• s£ °E�oN�• `'I I _ _ /w �.. _ 37.0
I�p—g1 E1ElAIL R / DET L E 1 (7/7A \� �s r f6 I �G
\ PIS w J NahnlJ N+ 1 . 50 MEDC4♦a LE/ LATERAL BASE DITCH / N lam/
' // �/.{7.� eei p / uw�a I ca r �-1 sbeda.r tNdro swll
.'/ ` L� PdM
/ /��"��,��/ T4 w�`Irroia \ B 3�1 xHelror l I I -I . Ae 1 Gmu l J.J 3,. ` 1Ff. Sb� B / \ `0.5E I l 70
Ipgy \` _ r F' �ORARY44PACTS IN
� /0 / I I 8 -3.0 k. ' 8 \ J h- t�"l / / r B 8 n 30 IR / / •�/ LD C �- i -,•t 1 F
1t A 194 +94 OOJW TO 130' RjI \ 11-•_ -I- STA 181 +80 TO A 186 +00 MED "+'S i / / L ,r pAAN K YTABILIZATION
I �=.`�• �' "� X0'8 L _ L- STA.181 +00 io STA185 +50 LT DDE =744 CY eq l
e \ \�uL uTAIL 5 _ \ tm l� "DETAIL D We\WC� J ' I ` D� TC — pECAIL , DETAIL U J — 1 I 11) \ — m
[I�{ SPECIAL DITCH D —BABE DITCH 0 SEECIA� LATERAL BASE DITCq f
INO�sml.l —_ �I \ (Naro �l V /. \ J (
IN.. 1'Haw swkl �. �5'�' >(NoHO Sm •�-i= X310 .—
i' — 36'0 < ~ _/ Il / / `� ✓ _
� / .t'� \\ �. \.. � � � 1,� , � D/ � r� V � � _ / 3.\•� . \,�oo� � Fill \. � / ` i
/ 1 6. Y \ Mn.D =\ : m 40 / SIw4 0L�° _y oon H -\ O�PS —� l —Y� / 350 IMPACTS IN SURFACE - WATER i
L l \. 0£�` P �•• 5� c� /q \ I RfwD�].5 J3.-. -..�g� / W B Ayn. D - "fi. ) ) % —36.0- / \•
\c^ V \ \' \m VA / I 11 BAY k._ ._ �' / lj, ( / �1 f 0'g ^ �.
-0 £ c-9 \� \ ll\ I Itin. D- 1S k./ '�jr� e u < a.a• JAin Ba 3,p Fr. W - W X36.0 -• / B= 3 £�
w /) ( ✓ / ( / m _ -I- STA. 19Y+i9�(RT( /'
z L �<^ 7 d cA.r= CL455 I tuARAP �: ✓ BTA 194+ T STA 199 +50 / J l -
/ 5\F,50 O Si 191 +8'Y R A 5 zl O�TA 9 +35 (LT)
Sr 19�07Ji w 4 \ I. � {y v ^ / J f3 \ r w //c �ER$QTES IMPACTS IN
I J / pp Z L STA. 194 +94 (BO' T TO 100' RT) j
/ J // /� \7\ A 195 19 n ?� \ —✓ — — -i
J ✓3b.0= �36� -\ ✓i 3Ge .0-, / m ¢�� �/ b _ / a S.UkPAC�WAT�R— — —
n, 37.0v It
Aj/ m \ � 1 J /` / \ / / / ( �� ' f ✓ l )
�
i e

NAD 834S-�SO020007
W-4=ww
611 OU I I d 1101
A
N Mal
SITE 19 ENLARGEMENT
I
100 , /Eml 1, 1 114 7-1101 MIMS Vq
30' ol 30'
m 0 0 0 m I mm"
GRAPHIC SCALE
7i G
IV

0
c
(JW¢TLAND AND., RFAC� WAT � I �►C .$ PT I R -25140 22
1 PAY SHEET NO. _
/ ` �0 g£- _ �' % /3 i - ya' / /iE ( ROADWAY DESIGN HYDRAULICS
/ ` GLI _ / / / j / ` ENGINEER ENGINEER
yti�- _ -36.0 V / r✓�� p it
JHEL'CA FOY MEiTS API
IP
. -0'g£� -\ "0•g£ _"'G I DALTON L E -EtSOX
(oo O/ .62.E f
\ e^ E _ PRELIMIN RY PLANS
IoD'
J / / �' DO NO'f VBB PO CONBTRVGTION
GRAPHIC SCALE— l4lpF0R0.�R. I- >
PERMIT 136 _� ��—, ��� /���� ) \� \�� = =���J � / / / /// :�' // `�Q+`>tl'� eyi � � '• %� SHEET D�OFI62
ABLE ROBERT
-0'9E— / Ap 8y 5 '/ N
w -0'g£_ d �°• -0 g£..� - \ -� < / 'G' ° ' o`�g �. ✓ '° % // /� / /,� / % / lam. \ .%
I.
SHIRLEY HOWARD RODS. ET 1/6H- L- — / / I ap // / / /// 1 T E �
I 9
EY HOWARD R"1h ET /
W //LEN YAYALAS£Y / --32.0
LU
TOE PROTECTION r f / 1 J -32.0
/ SPECIAL LATERAL' DITCH M / by J \ / m SEE DETAIL AC
SEE DETAIL W ' / / �f J / / /`�' / \ It ` ` / /' i SEE DETAIL AD BASE H 7
uj
LLJ C C C C C c c c g3E� c / /'yam / } 32.0- —C�
C
L
'� / z6'0- Hw
so
' �
® 04
_ J BYPASS
/ tm I<— LU
to e 2GI
CN
r ' /
LU
/
I % � . J / � -•I -` 0/ � / ''�I
—j
0 LE.. -^ � 5• �
TO
C B T u
W C C C m C - S CL B P RAP /ryti m / , / L .3 TO S 3 TO 3.
EST.1 S" LE
-0 7• G -0'g /- O��T.7 SY GEOTEXTILE GEO (TILE y ey-
)- 1 �E r LATER4'V DI H� 6• m iF
E ETAIL H% / }� I / / t ` K. N' DITCTI 1
b m� .l / E5LOT.2 = 0OD ERE WALTER PELLETIER, II, ET lyO4V--
DB 264 PG 391
/ -0'9E— i /
rFA�RI R
� FEL b YAY�L Y Y
���q/ — RFA1 FROADWAY TO r
SH:j- aDYBR�sOD .FIT vat G E (DRAIN IN%,
g6, �/ 0 3y�° / / /ilif -W T�AND 1 ` I1` ('•— 0� C �.� �� �. r �// % J
4s \ /�m'� // N It: / \ \ =• J ^ 9 \ \ /, ... d SPECIAL LA°ITCH p
tDENOTES FkL IN _
WETLAND
F ) _ i r i i — ea£` �/ // �/ I I J — J
\' i ' I
/pEINOTES MECHANIZED / _ FIiLiN WE
CLEARIN�,6 °' l \ ` -JA
/
0 - f�= � 3 = "4,/ " _ % °gym / per1� - ^- •\ / l J ✓ 2.J 01 J E ETNa 1 �AL��CV
i� S D��C�H
G �
>
34.r /!r
+� r
DETAIL 'y i- �0P / ETrU AD DETAIL AC _
ANDARD ' DITCH J SP CIAL D H / mm SA AL CUT DITCH( SPECIAL {ATEwaE DITCH �. TOE PROTECTION /,R'• \
�mi (NNNSmI.J / IN. �1� �� eh 1nt— Fi r / tiw I�sel. )1 FILL IN "ViUlM e
'.
,1 1 1/1
�� A 3' >e� ��. N-11 r J . ��^a `fin ENLARGE ENyT
r +l D �O 3.Jur D m 1 / d, D Q / ///— �• 1 /`_ \ ' G, °�"d r M �2.5A �� Q�M1•� \�` I I A .� �'� /
/ m 1 N W� M n D J4 H. B Min. D =0.5 k. t�/ d i ��7 .6i I , ,0`�£
Mire. D= 1.5 . P' V 1 _ Ba3. H. d= �7. F. �''I
3 �� / a � `�.0 Ft. G.olwile V \ /'•� � G /' ) �
ST�T8 +""To" +50 (R / ( " " "' _ 'D �''/ �Y21STA. 19 +5 i0�J 2Q 53 RT) m /� ✓ / L '`• '+� / / 1 /
{{�� / J iiY2- $$TA. 19 +50 Ty 0 +21 ((Ln -L- -A. 261 00 T STA. 264+IQ. (LT) ` type of unar= cloys B Ri p
/ 6m w -L- S 240+ 12 T TA 257 +9. ((LT) �--'m I 1Y2 5hp.J9�ir58• IL117 19+50-( RT( -1 J _-7 �m -L- STA. W +BN 0 A.261 00 (L7)
✓ /
7 ilm /�/ i / / I J \ / / / \✓ / /
/ �r d "l! //, r- �a� >.

N
PROD. REFERENCE NO. SHEEJINO.
— 14C X -1
0
1 0
1 0
1 0
1 0
1 0
1
1
1 0
1 0
1 0
1 0
1 0 1
0
WE
ND
AND
UREA
E W
ER I
PACTS
PERM
PERMIT
DRAWING
0.025
6:1
6•
0.025
SHE
54
F 62
3.25:1
D.P.
38.58
:I
61 +
0.0
0.025
6:7
6
0.025
3�
dn
D.P.
38.73
'7
60 +
0.0
0.025
6:7
6
0.025
v
J
D.P.
38.88
60 +
0.0
L,
0
0.025
6:7
6
0.025
IL
N
c
3A
dn
o
D.P.
39.03
' 7
0
m
E
59 + 0.0
TV
c
0
c
w
y'
CLEAR114G
CLEARING
LIMIT;
LIMITS
0.025
67
6
0.025
8
E
A R.
D.P. 39.18
'7
m=
a!
—
-
0
--
-
--
- -
59+
0.0
N
dn
0.025
6:1
6f
0.025
3'
� *s
7tt
D.P. 39.33
:7
_ _
_.,
58 + 50.0
in
Af pn
��� l0 l0
10 10
10
10
1
1
10
10
10
10
10
10

s ;,
� ��,
�d

N
Z
O
M
to
a
w
H
b
\
/
a
f _
F_
all.g �
REG48AL0 blIG.ET UX r r
WETLAND AND- SURFACE,WATER (IMPACTS PERMIT
s _ -7
/ / t „ /-- (��- /� \-- /3j$_� SRS X07
/ 31.5 / � •”" �I � / / rl 1
/�• �. .i �v —{._s J —/ s.� L• /J- / ;
100' 3 \ 100;/
31.5x
31.5
.9i£ • —,
-- J
\�< // �(/ ••. X30.5 s - )GRAPHIC SQL
;�,. a I ^� 31y� . / •" v ✓ / '-•" / /315 /
/31.5— .ERE WALTER 7ELLETIERAET UX
PAY SHEET NO. _
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT USE PO( CONSTRUCTION
PERMIT DRAWING
SHEET 56. OF 62
X.
\.- HELEN ZAVALNEY r // ` I ` l ✓. / J ' / SPECIAL LATERAL'V'DITCJ
ui
' �7pNp 5 pl �a TERAL v�Q1TCHS� I v\ / c •• •p- / SEE DETAIL W e 1 / ^rJ r Ie�`7
3E t1'AI� Y DRCH I // / //� 1� tJ,L \,aWK / !F / 31. '• _ ( \ ` % i d L J J Y---
E E \
SLOPE = 0.002737 / ,L � /�-
EST. S eY DDE - � 1_ e '°/J w . 1 _ / r I / J .i Lj
f SPECIAL CJ�N DrrcH I S6Y` / •ut�% w 1 : ,.,1 t - \..�` °I 31.5 _ / , _ —3p.5 ui
ui PECIAL IATERAL 3' RASE DITcAL /I / SEE D`N[1RE
EE AIL AD — " ✓ / .Z£J —32,y
5•I£ l// .i/ / / iS / --� i •\ -\ \ J� RAP
® % --s r •.� .`'— '\ I "` ` < °i / EST.2 TONS
�M `� / EST. 7 SY GEOTEX
CL 8 RIP Lu
C - / C •..0 ° C . C �• J" . / > \ CL 04A1d� RAP 1 - �• \/ C C / C --c- C C C C Lu
t ST
® C L° ✓ C ES7. 7 E , T EOTP NS C�DLE C S.
/ 9 5 r a \/ / -7 _ / / /
y
—29.5� �
/
N r �� I /� / /°. / ^r 1 G/ ��/ //` OS O BYPASS \-
\ r / l l • / /r' s w % y. P \\270 2%5 Fs +
-L- 1®
CN
/ v ✓
CL I RIP RAP ,r 32.57 7 N - � � � A i � •�
EST. 15 TONS 7E � �_ _
EST. 30�G�TDITI i Alllu�EKSE DITCH
FF��jjj������ /t�/�' `a! l r –{•� '�j '� /-Y (_' ��j�+ �I? e �fI- -y/ t• 1 \� 5'pe,
/ ANDARD 3'.erySE DITCH' t' I FI F.�1 -� / F9g, /F/ b J T F 0'��,F w !��-� \ / �\ / _ _� r ,n�
SEE DETAIL AB `\ C •-W •� 'S� A 'B ` cq \' �- I F - -� �F ♦' F F F F F F °1
SLOPE = 005426 1 \ /� r -� \ / , 5 / y \ ) /
jFD
// @w .0 ISHNG/ROAD 13g / 5 ' /2�. - - - U 'S[. •b` 3(• "�i > LdJ
ML G_ D, F NG hr �2q• 1 i '� S• \ e \ S" �\ �3 - \ / _ V N
\� &�RAP'NE,rO N HQ \a qy' ,` \ z
STANDARD 4 F DH _ �` / _ 1, `\ X
lN.._ t]./ ,fit _
\�SSSLLEppE-DE #T0.0058977.,��,, e / � ✓ � I/ �_ � LJ �� ,` �! � �
ESP,15� CY DDB.:f� -� ti / FItkAf4- WET_kAND S6 - X30.5— ��___, I cy,� — — /30.5' -�-�� T
HELEN ZAVALNEY
DB 266 PG 997
DB 327 PG 32
PB R PG 96
39
L /
� v `
� /1E 'b ) m� /
DVE L90 �TIq\.�G-2A P r \• ° i / -�2 / N / y / L_
C> / 4m u� \ 4) qFj • 5�
55�EEFAN ,v DiT 4 I ? ( — ✓ (� [Mj�ECCA`HA,I�.�NIZ CJ' /RE((r�TE� f LET R.®. �+T<UK� I 1 %� / / ^\ \J �� /I
�OPEE =0\429 �\ I //) \� L'- �R /`IG /1 / /
sr 2 cY oD �' I 1
r� /ryl
v
SP
\ s
ET IL L
L b_ W DqAILX\
\ STANPARD°'v DIT9N W SPECb ILATEE34VDITCH / �STANDARD4�E DITCH
) J �/ `
/
D /
_ l W. D= 2.0 k.
7 Min. D= 1.5/RA v t \ ✓ B Y0. k. ('L' =.1 .-� ( / �/ /
Y2 STA 1,( +90 TO 15 +85 Rn iy _ Ln= Y2- 5 18 +62 (RT)
✓ \2- A Y8 +63'T0 19 +50 IRn/ -I S A 26 50 i0• SNC 8 28 L J I 5'gZ 28 / ' N / ✓ I
/ / . , N- L 5 DEMOTE FIL IN
AIL AF
/ SPEC LATERAL v' DITCH
(NNb Smle)
D ILA
ST�NP DITCH `
s62 INe�ly
SPECIAL I CH /
s / EiA�IL
SPECY RAL CH/
SaSl.y
/ i
GmunA `!'
D
�n,
mu 3.�
2�:,— ` ^HxN
NI�
\ SIOPI
U�1�
�� •` �/
VAR \S6 / %
D
\
�? \
O
S•
e�H,\
Min. D= 1.0 Ft./
B B130�F.5 �\
Min.D� VAR.
/ �' 27.5. _ .
17+
-Y2- S7Ik 93 TO +59 (RT) Y2 or T STA 20 5
V l /1�LLYJ( \WETLAND /
V • <
CLEAMNG
-L- S7A 276+ TO -STA. 280+00 ) / / / � - A 14 +50 ,TO `STA 1 0lj (1111 - STA. 2 1 +00 T STA 2 +50 (lIl ^
( STA 19 +50 TO A +210( 7{k Q ` q
- L -�SFA 264 +50 O 8TA 267 i.8R ( w I y L l r- ` S'LZ ' \'L ' 9Z' I
` N /! lbi4 +90 1( T) 1 L \
sa£� s 1 s6z� / n / _ ^ II J r� Jam/ J J 7
1� .°- . d: -, � � � / � I 1\ \ mti � \ 6e-- i \ \ �. � � /n. '� v / ✓ /� � / � � 15� ) °\ \2Y'yY ^ � JA
/ I

0
10 PROD. REFERENCE NO. SHEET NO.
N
R- 2514C X -1
co
1
0 110
E
0 E
0 1
0 110
5 3
Ea
D
e a
4 D
a 0
2 3
1
1
2 D
so
4 D
0
e D
D
E 0
5 D
110
1 0
l 0
L
110 1
0
— W E
ND
AND
3URFA,
X W
ER IN
PACTS
PERM
PE
T DRA
ING
SHE
57
F 62
— —
—7
.—
_
D.P.
—
35.88
_
.___
1=29.37
3
J7
70 +
00.0
3
—
--
D.P.
36.03
L =29.55
—
3052
-
69 +
50.0
WLB.
CLEARI I
4G
LIMIT
r
3
3:7
v
36.18
x,
�
L =29.74
3
69 +00.0
4
—
--
— —
--
-- °-
U
v
c
0
3
H
4a
4n
0
4:1
3:7
D.P.
36.33
m
EL =29.2
N
68+50.00
7Y
'"'
—
--
-- —
--
—
0
c Rn
W
N�
F$-
d
W
d
V
c
b.60
my
3;l
7t-
D.P.
36.48
EL
30.10
68 +
00.0
—
--
- -
--
025
dn
4.33
3.7
—
— —
—
—
—
3.7
D.P.
36.63
z
EL =30.
267+50.00
_
Tn
—
W,Ld
M,�
�aQ
on
to
10
10
10
10
10
90
8D
7D
60
5D
V
30
20
1
13
2D
30
4D
9D
10
10
1;
0 1:
0 10
1!
0

N
Z
K
0
a
rA
to
a
144 REMOVE 24- CMP
HARRETT BARBER HEIRS
\1
aeJL
O
N
I 1 �
��
3
I._
V Qd
143
_
NARY ELLEN EAOY
I Na le Sml.l
SPE
LATERAL
LATERAL 3'BASE DITCH
SEE'
ET
y
')� tom'
v D A� RFw:I
144 REMOVE 24- CMP
HARRETT BARBER HEIRS
\1
aeJL
O
N
I 1 �
��
3
I._
DETAIL Al
A
SPECIAL CUT DITCH
SPECIAL CUT BASE DITCH
I Na le Sml.l
I /Y�I
�E
LATERAL 3' BASE DITCH
SEE DETAIL D
SITE 1
I�
MECHANIZED
�E
"OVE 24' CMP CLEARING*
1 � 1
I I )
1 � 1
1 �
1 1
( 1 t
REMOVE 36' CMP
\
DETAIL AP
DETAIL AK
DETAIL Al
A
SPECIAL CUT DITCH
SPECIAL CUT BASE DITCH
I Na le Sml.l
(Na ra sml•)
From
( Notts -4)
ryo
DRn
N�vi°t 4'�X.°t 9ev.
y
')� tom'
v D A� RFw:I
B Min.D= 2.0 H.
Min. D= 2.0 H.
� MIn. D= 1 H.
-DRVI- STA. 12 +06 TO STA. 17 +00 (RT)
QO
.�
2
SITE 1
I�
MECHANIZED
�E
"OVE 24' CMP CLEARING*
1 � 1
I I )
1 � 1
1 �
1 1
( 1 t
REMOVE 36' CMP
\
DETAIL AP
DETAIL AK
DETAIL Al
SPECIAL LATERAL BASE DITCH
SPECIAL CUT DITCH
SPECIAL CUT BASE DITCH
I Na le Sml.l
(Na ra sml•)
From
( Notts -4)
DRn
N�vi°t 4'�X.°t 9ev.
D F \6H °f Skew
')� tom'
v D A� RFw:I
B Min.D= 2.0 H.
Min. D= 2.0 H.
� MIn. D= 1 H.
-DRVI- STA. 12 +06 TO STA. 17 +00 (RT)
.. ...... ...... ....... ... e.... .a r�� 1nq -uRVh SIA. 11*45 TO —IC+UU lu)
t
1 DETAIL AL
\ DETAIL
SPECIAL CUT DITCH Y
\ (Naro smi.l STANDARD -DITCH
_ IN sm
Otro bl
\ \. tbNnl K\ • D� Non,
F) D. Fa¢`O Gou \OP Gov
D 9'
Min. D= 1.0 H. Min. D= 1.5 H.
-DRVI- STA 11 +45 TO STA 12 +06 (RT) -DRVI- STA. 17 +00 (RT)
PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT U96 FU` CONSTRDCTION
PERMIT DRAWING
SHEET 58 OF 62
DETAIL Al
STANDARD roBASE DITCH
INa Smle)
i rt
v D rev
c.ei•Na• B Min. D= 3.0 H.
M- d= 2.0 H.
B= 3.0 H.
DETAIL D DETAIL AO DETAIL AN
LATERAL BASE DITCH SPECIAL LATERAL V DITCH ST AR
THE LIMITED STATES OF AMERICA (
(Nara secb)b I
INaro Smbl A
AND D '
-9r rwP RAP = I -1 , —' �� MECHANIZED
— o�= SST. 38 SY GEOT� P \ K \ I
— )S�_... , — REMDYE 24' CMP , \ \ ).�— CLEARING
—15 "' ,S ¢I 1 ` I I. STAND RIP SEE DITCH \\ � �� 1\ ENLAR2GXEMENT
7 fl EMP. IMPACTS IN s SEE DETAIL A, y� \
EST.
SURFACE WATER EST. 25 C.Y. DDE
21 TONS RIP RAP
REMOVE 30' RCP g EST. 47 S.Y. E -- �r )
:ESTATE OF FRAW •EWMIS 1E TO I ; I I SPECIAL ry' DITCH
E%IST. SWALE I SEE DETAIL AO 1 / Y MAYSVLLE DEVELOPMENT CORIERATLON
/ \ 1
O1 IMPACTS IN
SURFACE WATER I: I EXCNATION
IN WETLAND *.
ARD 22
DITCH i i I SEE SPECIAL CL T ELASE DITCH
SEE
ff I
. REMOVE 15' CMP i I a Tr E: It di
:d��•�.I •; .
RETAIN 1r< y �� F
of I i I i ES . RIP \ i /
I \ EST. 1 5 3 EOTE)MLE i' E
- LBUS- POI S ►o. 22¢59Q0- E E
-owl- POP S/0.10¢OOAO
=� �/ --'f—' _ - -- m - -E Y ---- ---- - - -- — ---C— E�f Qa� f ', SITE
/ C c E =� / k
__ r C
SPECIAL LATERAL Y DITCH �
-- � _
PDE
SEE DETAIL AO F P C — ._ C C �E' E `�,A,
I� -E E
REMOVE 15' CMP �'- SPECIAL CUT DITCH /k (•'•�
II I QESEE DETAIL AL - A
i STANDARD ry' DITCH
46 i Ii SEE DETAIL Y
SLOPE = 0.01868
SIAYSYLLE DEVELOPRENT CORPERATLON SPECIAL CUT DITCH EST. 14 CY DDE
w.s.PRmcEN ESTATE SEE DETAIL AK DENOTES EXCAVATION
IN WETLAND
DENOTES MECHANIZED
TCHLINE -LBUS- STA. 24 + 00.00 SEE SHEET 27 * * ** * * * CLEARING
EmDENOTES TEMPORARY ® DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER SURFACE WATER

z
Z
w
to
to
a
w
a
WETLAND AND SURFACE WATER IMPACTS PERMIT
MATCHLINE —LBUS— STA. 15 +00.00 SEE SHEET 4
I
I
�
P
E
FIN
SURFACE ATIIER /
\
' MARt4d N EADY `.
\ SPEi
SEE
I I
I I `•
1
� l
' p
,3g6
I R=Yf 18'
MARY ELLE
P
E
FIN
SURFACE ATIIER /
\
REMOVE 3D' RC
K .IEW W To
s uE
�38.
sr. I
I I
/u
IY
s R.1
f`
/ J
J I
\
rT
� 3' BASE DITCH
� J
�n
0
144 \ REM0 CMP
HARRIETT BARB\ER�,,,I66 ms.,,
O
k ��
l
�
`'9 `f\
:ESi�,YE OF
4
,REMOVE 15 CMS
r /
Kid.
i
/ �a�OS= rOT 50 22¢59D0 \J
/
-DWI- POT S/o. ro
_ /,
b
fi, �i f �� 380eI I m I i 4
r
8
a 4°I6 . // j I m .n o�Lj� ^�\ eF
m0•
1 /\ °la Iii ,�\ �_� I r✓3s.0 _ef_ J ��
370` \ l f ✓ 38.0 \ I GRAPHIC SEALE
v y .37.0 -� ` /- — j ) - 38.0 — �4 -3B.0 -1 ^ v
LATE 'BASE DITCH —
SEE DETaL D\. .A 3,a \� ✓ I 1 � )/ I� �� �g6
BSI r /1� IIII E
\
DETAIL 'P
7CIAL LATERAL BASE bg. H
`,m ETAIL A _ ��
SI PECIAL Cif DIiGi.���_..
MP. IMPA TS f N
FIN
SURFACE ATIIER /
\
REMOVE 3D' RC
K .IEW W To
s uE
n. 3 =H 2.0 Ft.
sr. I
I I
II
s R.1
f`
�URFA E �/ATER
J I
\
rT
��
L.pITCH
SEE aL =
_ /,
b
fi, �i f �� 380eI I m I i 4
r
8
a 4°I6 . // j I m .n o�Lj� ^�\ eF
m0•
1 /\ °la Iii ,�\ �_� I r✓3s.0 _ef_ J ��
370` \ l f ✓ 38.0 \ I GRAPHIC SEALE
v y .37.0 -� ` /- — j ) - 38.0 — �4 -3B.0 -1 ^ v
LATE 'BASE DITCH —
SEE DETaL D\. .A 3,a \� ✓ I 1 � )/ I� �� �g6
BSI r /1� IIII E
\
DETAIL 'P
7CIAL LATERAL BASE bg. H
`,m ETAIL A _ ��
SI PECIAL Cif DIiGi.���_..
q ETA(L Al
SYECIU�DITCH
FIN
p /// SInW
to.D9
n. 3 =H 2.0 Ft.
A`4'n. D= 2.0 k.
r B e n. H,
s R.1
f`
-0RVI 5T 6070 SFA17 +00
9
T REFERENCE NO. SHEET ND:
4 -25140 26
PN/ SHEET NO. _
AY DESIGN HYDRAULICS
'fNEER ENGINEER
LELIMINA RY PLANS
DO NOT USE PO CONSTRUCTION
PERMIT DRAWING
SHEET 59 OF 62
1 ..� ' W J i �3� -LBL� ST 3+7 TO STa 19 +q4 AT) I / 9 '! j -DRVI- STA.11 +45 TO STA. 7 +0 (l
``o. '� \ /oCECbii41�I ED �e \ (\ / \ y
QLEARIjJ /
RE?AOVE 2 cA1P 1 I �` \ \ 1 I ^ X26 \ \ I / J / L A DET DETAIL Al
\ f .r �,C C )DITCH STANDARD BASE DITCH
I ° I(a1 bl \STANDARgN NiDRCH INam s.d.)
1 V � J N0W
x l -V / / ` I o I / 0 D D , GwNxrib B Min. D= 3.0 H.
—Ors / ` 1 \/
/V r / W I I 1 < I In I I/ ^ i. �� O ' n.D= 1.OIH '8i /� Min. D= 1.5 H. B= mm 2.0 H.
3.0 ) -DRYI- STA 11445 TlQg`STA 12 +pt
% T )
IN�a + s0m0 b )
(R
I)
" ?RMOVE 36,. P 4/_W
/ %V DETAIL-DI / DETAIL AO ) SPECIAL LATERAL M D
RCH
Loma- u_jn rf6CA r-.PB b w
r
Min. D= 1.S H. / °. D
V I \ 61' 5. H. 7 �
Min.D= 1.0 H.
1 \ mA L `` \1 +R' V / ` �) 1 I I \ -LB j +00 to STA,.1R +//4 -,BUS- STA. 19 +40 TO Li]
SuS-S�T sra 2s +oo Rn
4
REMGVE24"CA1P c i// '��0'a �% .� 1 +` \ 1
STANDARD 3'BASE DITCH l ✓ / \\ d i I � — - J13F!0 J / ,e EMENT
_ LASS B RIP RAP/ 0.8F� I (I / `�`, _�'•�/ \ 0 1� -^ `\.1E I X
DETAIL A1�
I 21 ND ;P,LLP�3e. \y��/� V ` ������\I \`�\ 1"'f
I / Eydi- 5.J%s. (L4 /J� �LE�
I sPECIAL3d V DIT I� / / \o V
SEE DET L010. MAY6YIY E-DEYECOPMENTt�ATl8�1 \\
\ \ ✓� \ \C/`37.01z f��`°
I I \ \\ �/� :3s� I XYATION
� \ o ` y1I WETLAND
SPEL7(�LL CUT BASE
DITCH I I • ��O. LE \ 3&.0 v '
\0 \ SEE DDEraLa - 1 t0' �8£ _ � I - 39.0 -- /.
`39.0.. "--�'°. ?__ 8£I Y...II /'V V�� ice` /i ET l� \� EST
I V ✓ — _
. \ .0 _ _ _ - _.. ._ ��r.. � � ._.- cam- - -• � � _ _
r I / r 6` 4°7.-
SPE IAI�LATERAL V DITCH ' f
i 0 SEE DETAIL O C = — ✓ )� l 3q•0
/ I / Bz, E f , r
CMP I� III ( u�io E ET-cm DRC /( / J I ✓ / 1 .�
STANDARD V DITCH
SEE DETAIL Y
//� \ / SSLOP4 CYIDDE
\ 09� 46 I ` ` I I I I MAYM& DEVEL NT8(;O�ERATON o s SPEcIU cur D�pl
\ I Is. N ESTATE II � � / f I 1 � SEE DET�LAR
I. I\ ���J < J � \ IIII � 4 f ' I 0,0` J /
3s.e � mil e / � I I ©•b� l i/ / I
MATCHLINE —LBUS— STA. 24 +00.00 SEE SHEET 27
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
i
-LBUS- STA. 19 +77 (LT)
DETAIL AN
STANDARD V DITCH
INA. Smb)
1
I. D0. G•o°
D ��
M n. O= VAR
,w&.
7z DD TAAECHANIZED
CLEARING
*
*
e�
e' -: ;1 v Fir)
i1
SITE
DENOTES EXCAVATION
IN WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES IMPACTS IN
SURFACE WATER

PROJ. REFERENCE NO. I SHEET NO.
F
0
7 0
1 0
1 0
1 0
110
7
1
�
� 14 X-132
1 0
1 0
1 0
1 0
1 0
1 0
Rn
CWE
ND
AND
SURFACE
W
ER I~
PACTS
PERM
X 78
7T
19+01.27
PE
SHE
IT DRA
60
ING
F 62
61
0.020
0.020
5;1
'
18+
6.72
0.020
0.020
18 +
60.00
CLI
ARING
L
MITS
WLB
0.020
0.020
4.1
z`-
o.
x,
18 +
30.46
v
U
Rn
V
0.020
1 0.020
4;)
3595
—�
- --
--
—
°-
--
m
18+00.00
3
G
O
0
dn
0
0.020
0.020
4:1
c
w,
E.=35.58
+ 1
x.65
w
S_r
a
w
` p
m �
N =
a�
F=7=
m
0.020
3
E.=35.46
17 +
®.®®
EL 35.5 5
v,
ZREM
N
-
J 14`'
Z
0.020
0.020
__
An
W,w
E =35.33
16
+
EL =35. 0
Ev-
10
10
10
10
10
10
1
70
10
10
10
10
10

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
CAMA
Permanent
Fill In
Wetlands
(ac)
404
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- STA 10 +00 TO
ROADWAY
3.65
0.42
<0.01
-L- STA 19 +49
2
-L- STA 21 +50 RT
ROADWAY
0.09
0.04
3.
-L- STA 24 +00 LT
18" RCP
<0.01
0.04
0.02
4
-L- STA 22 +95 RT TO
ROADWAY
6.82
1.43
-L- STA 84 +82 RT
4
-L- STA 30 +11 LT
ROADWAY
<0.01
5
-L- STA 24 +30 LT
ROADWAY
0.03
0.11
0.11
6
-L- STA 62 +27 LT TO
ROADWAY
<0.01
0.03
<0.01
-L- STA 84 +82 LT
*7
-L- STA 76 +79 LT TO
ROADWAY
0.26
0.01
0.08
-L- STA 82 +96 RT
8
-L- STA 87 +00 RT
ROADWAY
0.64
0.09
9
-L- STA 90 +56 TO
ROADWAY
0.89
0.17
-L- STA 97 +96
10
-L- STA 99 +50 RT TO
BRIDGE
0.95
0.15
-L- STA 105 +79 RT
11
-L- STA 106 +50 LT
ROADWAY
<0.01
0.03
12
-L- STA 118 +16 RT TO
ROADWAY
0.45
0.05
-L- STA 124 +70 RT
* *SUBTOTALS THIS SHEET:
0.00
13.78
0.00
0.17
2.60
<0.01
0.00
0.00
0
0
0
NOTES:
*Site 7 has an additional 0.06ac of unimpacted wetlands that are considered part of a total take but are not included
in the impact summary table quantities above.
** Totals may not match sum of individual impacts due to rounding.
N.C.D.O.T.
DIVISION OF HIGHWAYS
JONES COUNTY
PROJECT: 34442.1.4 (R- 2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE

se
V
9
I
W
d
O O
L O
O
C =
0 �
LLL ` 1004
aa✓ 3
110
1115 I 3 111 N
7113♦
NATIONAL
@ I 1112 17 I 111 FOREST
• I 1 ` �
3112
END PROJECT I 1110
1 1114 58 1108
1115 I
I Chadwick
t Ills
1116 1
0NEs
0Ns • 1116 17
Lo�cOU� v sB
1118 / CROATAN
-
NATIONAL
FOREST
BEGIN PROJECT 1116
f ysui
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS.
LOCATION. US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
TYPE OF WORK GRADING, DRAINAGE, PAVING,
I STRUCTURES
[BUFFER
RAIL
RAiY rPWKT ■iICpYHR NO
NOR
ll�iea'viD
•C•
R 25140
1
rrwn rxotNa
r.A.raolRU
oacal ^�°�+
34442.1.4
ADT 2015 = 12,000
PE
50 25 0 50 100 ADT 2035 = 17,700
DHV = 12 %
z
PLANS
D = 60 %
50 25 0 50 100 T = 9 % r
w�11J
V = 60 MPH
169 a
PROFILE (HORIZONTAL) * TTST =5 % DUAL =4 %
F/I
,, 8
NSRS 2007
BUFFER DRAWING
SHEET 7 OF 4
us
®e
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THS IS A PARTIAL CONTROLLED - ACCESS PROJECT WITH ACCESS BEING i
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISF
{�
GRAPHIC SCAMS DESIGN DATA
ADT 2015 = 12,000
50 25 0 50 100 ADT 2035 = 17,700
DHV = 12 %
z
PLANS
D = 60 %
50 25 0 50 100 T = 9 % r
w�11J
V = 60 MPH
169 a
PROFILE (HORIZONTAL) * TTST =5 % DUAL =4 %
V)*w
10 5 0 10 20 FUNC CLASS= EXPRESSWAY
STATEWIDE TIER
PRnFII F NFRTIr.AI I
ONLY.
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R -2514C = 5.469 MILES
LENGTH STRUCTURE OF TIP PROJECT R -2514C = 0.023 MILES
TOTAL LENGTH OF TIP PROJECT R -2514C = 5.492 MILES
Prepored in the Grace or.
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
2012 STANDARD SPECLFICA21ONS
RIGHT OF WAY DATE. I JAMES A. SPEER, PE
JUNE 21, 2013 PROJECT ENGINEER
LETTING DATE. DANIEL W. GARDNER, JR.. PE
JUNE 16, 2015 PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
PRELIMINARY PLANS
W NOT USE FOR CONnRUCrION
°p N011
e
r
°p tse11

W
a
I
N
0
AAI w f
//15�/�a����►;.� /,Air" -:
m
m. WAS.
b
s�
'1
ME.'D- 20 H.
B- 3.0 R.
b- 715 ft
l
ALLOWABLE IMPACTS ZONE 2
DETAIL
LATERAL DITCH MED H
IHNb W4 INNb fd-0
� f6wtla
pdm
D 1 Sup.
min. 0-2.0 R.
b -5.0 ft. k STA. 181 +80 TO STA. 186 +00 MED
MITIGABLE IMPACTS ZONE 1
SITE 1
aw
ZONE 2
;•;.iATw��w;r�t�
ALLOWABLE
+42.00 -L-
g 4 4 , , ,
i BROKET Lot
-�
/�
- :,.�. � '•.�.�.�
ZONE 1
ir
g3
ALLOWABLE
D* ), &li w ReP a<e+ Etiling D
I 0.009iM aldaf,'Y', n -0.095
X•©
D2 FS
QI 9.8 CFS
• EOi4l4F1fw ET
JAQ$$ 1EP@ti' MIT
_=
= 716 F FPS T
Gia- -1. -1.2'
8. LT,
I
8
r4 -
SEPTIC
5
�'
1
-
rAKO '- + -lr
�135.00��
1 1 140.00' ¢T.)
DITCH
aLC -
t
PUE- PUE
.- ME
�ff/m
� Ilv"':
� AV11,21,
VaL
r �ro 124.00' d
USTI . (�) •• •,
ELEANN SOK
� 9'7
d
t
DETAIL P
CHANNEL CHANGE
I Notb SmM)
Ira Naluml
1m0T d p . �f1� cImp. Ground �„
GeotmdNe B Min, D= 2.5 H7 Bdot. Ch—1
M. d= 2, H
5 ,
Min. B= S.0 Ft.
Type efUnor- Cibse a Rlp Rep Min, b= 10,0 F,.
4- STA 179 +92 TO STA.181 +0e RT
o }
I &LE L. WYAMT. ET UK
Wm Y.BRYlBiT
oa
PUE
1 ll p. 8 TAO N
T
Ef� yi
I �D
Pbf PUE-
RAY SHEET NO.
BUFFER IMPACTS P IT ROADWAY DESIGN NYDRAUDCS
ENGINEER ENGINEER
NAD 83/ SRS 200,
PltI31.lA4YN liY P1,AN8
m xoT Des ODHe1RDCISe21
loo• 0• loo•
LI
GRAPHIC SCALE
BUFFER DRAWING
SHEET 2 OF 4
ALLOWABLE IMPACTS ZONE 1 REVISED 2/3/15
\ \ \ \ \\
ALLOWABLE IMPACTS ZONE 2
DETAIL
LATERAL DITCH MED H
IHNb W4 INNb fd-0
� f6wtla
pdm
D 1 Sup.
min. 0-2.0 R.
b -5.0 ft. k STA. 181 +80 TO STA. 186 +00 MED
MITIGABLE IMPACTS ZONE 1
STA 164 tS0 b STA173 +17 RT DDE =964 CY - -...
aw
;•;.iATw��w;r�t�
+42.00 -L-
g 4 4 , , ,
n 1;.�,
-�
/�
- :,.�. � '•.�.�.�
�` 'lam
ir
•
121
D* ), &li w ReP a<e+ Etiling D
I 0.009iM aldaf,'Y', n -0.095
X•©
D2 FS
QI 9.8 CFS
7110 -9.9 N0�7.q, d10 -1.9'
7.1rie ,d2
1 ll p. 8 TAO N
T
Ef� yi
I �D
Pbf PUE-
RAY SHEET NO.
BUFFER IMPACTS P IT ROADWAY DESIGN NYDRAUDCS
ENGINEER ENGINEER
NAD 83/ SRS 200,
PltI31.lA4YN liY P1,AN8
m xoT Des ODHe1RDCISe21
loo• 0• loo•
LI
GRAPHIC SCALE
BUFFER DRAWING
SHEET 2 OF 4
ALLOWABLE IMPACTS ZONE 1 REVISED 2/3/15
\ \ \ \ \\
ALLOWABLE IMPACTS ZONE 2
DETAIL
LATERAL DITCH MED H
IHNb W4 INNb fd-0
� f6wtla
pdm
D 1 Sup.
min. 0-2.0 R.
b -5.0 ft. k STA. 181 +80 TO STA. 186 +00 MED
MITIGABLE IMPACTS ZONE 1
STA 164 tS0 b STA173 +17 RT DDE =964 CY - -...
aw
MITIGABLE IMPACTS ZONE 2 �D�aIL RDImH
+42.00 -L-
g 4 4 , , ,
r- REMOVE �T
BRIDGE
+35.00 -L- +150.00 -1- LA7T8JJ. 3' BASE DITCH
7 5. 1 ,' T..) SEE OETML E
E
/�
DITCH �
-PUE �f1E
.=L GPUE
H PUP
DETAIL O
SPECIAL CUT DITCH
(tbfa 5.14
fmut
nti D oe,n
min.D- VAl
-L- STA. 174 +50 TCl 511 115 +50 AM
T DITCH
O
BZ
BXI-
-ez
J.MAM.ET FOWX MRS
'4.3
HISTORIC PROPERTY
ELIGIBLE FOR NRHP
ZONE 1
MITIGABLE
ZONE 2
MITIGABLE
Isla
I
STANDARD 2• BASE A
WO ASS B RV RAP
SEE DETAIL Q
BST. 4 C.Y. DOE
EST. 10 TONS RIP RAP
BT. 15 S.Y. F.G.
— SITE
I ns Rap xa 6�11n0 0 1
41,'Y',n.o.D35
�1.7Tp�dlo�ta' 1
1
DETAIL E
LITERAL BASE DITCH
IHra amW
11f,.
b= 615 R
DETAIL Q
STANDARD BASE OH'CH
IN.. 3-01
1 Ny,,,el
D
G.dmaPe B MIn,O= lA R,
M- d- 1.0 Ft.
B- 2.0 Pf.
i oil;,sr- clew Ri
DETAIL
LATERAL DITCH MED H
IHNb W4 INNb fd-0
� f6wtla
pdm
D 1 Sup.
min. 0-2.0 R.
b -5.0 ft. k STA. 181 +80 TO STA. 186 +00 MED
-Ir STA. 181 +00 to STA 785 +SO IT
STA 164 tS0 b STA173 +17 RT DDE =964 CY - -...
340
L' It .= e2
•
121
D* ), &li w ReP a<e+ Etiling D
I 0.009iM aldaf,'Y', n -0.095
D2 FS
QI 9.8 CFS
7110 -9.9 N0�7.q, d10 -1.9'
7.1rie ,d2
_=
= 716 F FPS T
Gia- -1. -1.2'
STA-
1 +60 TO 172 +54 ITT
r4 -
1
DETAIL O
SPECIAL CUT DITCH
(tbfa 5.14
fmut
nti D oe,n
min.D- VAl
-L- STA. 174 +50 TCl 511 115 +50 AM
T DITCH
O
BZ
BXI-
-ez
J.MAM.ET FOWX MRS
'4.3
HISTORIC PROPERTY
ELIGIBLE FOR NRHP
ZONE 1
MITIGABLE
ZONE 2
MITIGABLE
Isla
I
STANDARD 2• BASE A
WO ASS B RV RAP
SEE DETAIL Q
BST. 4 C.Y. DOE
EST. 10 TONS RIP RAP
BT. 15 S.Y. F.G.
— SITE
I ns Rap xa 6�11n0 0 1
41,'Y',n.o.D35
�1.7Tp�dlo�ta' 1
1
DETAIL E
LITERAL BASE DITCH
IHra amW
11f,.
b= 615 R
DETAIL Q
STANDARD BASE OH'CH
IN.. 3-01
1 Ny,,,el
D
G.dmaPe B MIn,O= lA R,
M- d- 1.0 Ft.
B- 2.0 Pf.
i oil;,sr- clew Ri
DETAIL
LATERAL DITCH MED H
IHNb W4 INNb fd-0
� f6wtla
pdm
D 1 Sup.
min. 0-2.0 R.
b -5.0 ft. k STA. 181 +80 TO STA. 186 +00 MED
-Ir STA. 181 +00 to STA 785 +SO IT
STA 164 tS0 b STA173 +17 RT DDE =964 CY - -...
r
/ t
/ 1
i 1 1
1 1f
1 11
e
10
LO

fat NNN
w
W4
rE
b
I,►L
i
J[ J J
h
rr
r
I
I
EYEM C(LLso LLLC 111401JAN _
a
If t
O000'i
.Ra31ld RAY mil. ET UR X'�7xxxx�� Q r4 j
I'M e r CE I 1
.. -. uTEtlAL a� euE Drrdt i I � 711 I I
RED w'DIrc1I EEE DETAA e l i
!ag TUtI R
• Qt i I {„ t.��"'""" STSTEY
A',, C, 1 1
I I SE,E, D Ns. �� '� �s 1 I �• I
�.1 t
f
Oro t �i 1 srD I i t i t r 1500 +seu o i t
F
Syr. ] i i7J J 1 MAK AAW t ! � Ii it
_ t
-BL- 13 PINC 179
ZONE 2
MITIGABLE
�A >E K00 FOS"
ZONE 1
MITIGMLE 6" '(
L W KY iowx. JL fe s
TE
HISTORIC PROPERTY
ELIGIBLE FOR NRHP
SPELUL LAN'DITCH
iI ImFd
eq
+ AKP- 1.5 R.
-I-c-5 AA ,1885a50 Q 5""199 -01 L
-L- ETA. 190 +10 TO STA. 195+19 1)
�Ml
Nfi4ft"° l.rvllv t>o�.ok..�
114
aBad b.bH
ridl 6M+o'J4
l,l xf WMt
Ab.dR7A fA
1 4
AWA ► -15 P.
D L .
SEAN BASE DRCk
(3kAb $deI
owaE. E rem.0- VAR.
W—d- VAS.
Alin 1- 3.0 VT.
S►ECUL LATERAL 'Y' D11T7S
SEE MAX S
m
BUFFER IMPACIIIS PERMIT W -25+
SHEET N
_.. _.�A $._ ... __........_ _.. EO)MHr DETIGN
. . - - .... EHGE1E6l
S02007
AgGLKS eas[.tr�t�
DO h'OT' WG
Ipo. 0, 100'
WOW SCALE E
MITIGABLE IMPACTS ZONE 1 Buffer Drawing
Sheet L-oUi ;L'l AWAT. ri
MITIGABLE IMPACTS ZONE Z
GC�dI1£!�
I
% BETTY LOU E.LgB
LEE W.TIELSM r r
SKCW IATT -1 V DR04
SHE MAIL 1 _ .. .
-81-- 14 PINC I88+75.57
u.
pUE PUE t Ue up-4
hW
! BuRY D.r Kr
vs7rE•aiet58 xtasr I
ITT LIMAIRMY
170
TO
.&W&. 9+�tAr
N.ss. Ase
A.l 'RA
-l- STA 151 +80 TO STA. 1SE +00 *m
STANOARD T BATE WCWK t
SY# DETAL T
9LOp¢=0.067l07
is !w'l DDf
CL IRIP BM WALK
EST. 19 TOM
BT 59 SY GEOTom
ROAR6t E,Ia�
114
D�r�L E
MIlAI 10.1E DRCH
1 4
)Nn.bu IA R
,a
6. d:o a
Zi
.LSA- 1E1i00 i. STA18Sk30 LT ODE -7ta C1'
MIT[
D AIL
$PE,rN DQCH twa- �•�w4DIT04 :PECIAk.(Naf to Df(CH
D Slop°
W D H
M& ,-D- o» to R. �8 I Mtn. 3 t H.
e. t P.. a- a Tr.
Aan. Dr LO 11. �_nt 101i6o lim
T a-Lrh- ' ..1,. STA 195 +21 TQ STA- 199 +35 Rq CA
-L- 3TA. 194 E PA TV dlA i"T" l�'1
1*1
RAP
Dm
LT
riles'
wr:
�t
(I1.
412-4 11"01-,10
E
4 RAP
da Sy TC
I ABLE MITI ABLE
ZONE 2
MITIGABLE
DA- (.700 -_-
SLOPE- 0.00 '�
,I R�o.= U �• _.
QQ 0 79 Fl
cm
Y16" Tm
D1a- D.9 ET
xTA 19E +45 To xaa +DO RT -4 - _

I
- '. -1 D
.,rr, z
V-
KA,
Rev. May 2006

N
Z
0
N
W
100' 0' 100'
GRAPHIC SCALE
GLI
O
N
m
2SFO
A8AN0
Sr T9 BST - - -_ - -___—
15' Ke
T�
19 I
II
II
I;
m
m
A OV
8
I
gi
S
N
Q
m
O�
N
W RCP
DET3 DETOUR S HEET
8�
SR
s
NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY --------
i WET `� N ND SURFACE WATER 7Mf�AC PERMIT `
.k
NOTE: ONLY ADDITIONAL I P S DUE TO TEMPORARY DETOUR ARE SHO 0
SEE PROPOSED FINAL PROJ :C RMIT DRAWINGS FOR THER IMPACTS.
15' CMP .
T� T
NO REC
cdrP FD I ��
I
It
1
, I
rri I i
I
I
1
( I
I I
m 1 (
)+00.00 I I
I I
I I
mm I I
<N II I
2
L 1
rp
II t .I
l I
1 1
1 I
II I
t t�
m t
TI I.
I t
I
\ I I
I• w/L : 0 �\ 10
O I W Qm
WILT � WILT \ \\
DECK O I ❑S )y
jT1 L ~ 1 1 DECK
isvD iSFD s 1 � rsFD I Ip IsFD I A< A
ISBLKO ` 1
(D
�I10 9 cn- a d ana yna 11� ova
i.LTI
SFD `
ABANB I v ' i \ I NIT \ \ , \ '♦WILT
ElOSTHG
. . • I I I ;
24' RC
2A' RCP � ®18`A8P 1 IB' RCP
...........
O
US !! YNN Sr ZB BST 6A0 �... ... ,.......,c
s
317 -
V I
GRPARKING ,
1
1 _.-1.
eus Ta
F
� � I
I
IS
\
v
®DENOTES HAND \\
CLEARING
R -2514C
26A
RAV SHEET NO. _
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
A = 8'06' OOB (RT)
D = 8°48 53D'
' ..
.. .. .. .. 1. .. .. ..
L = 13322'
L = 307.44'
CL
T = 6685'
T = 15426'
� v
ElBSixG
RA
Ac
LIS = 45 n7ph
_
� ' 'k
E
e= D4
a =.03
A�
RO = 92'
(R
,
D
I
I
CLEARING
I
I
�
N
�
A
^�
BEGIN CN RUCTION
-DET3- O SRtU 16+00D0=
i
-L6US- Sto. 19+00.00 ODO RT.
A<
�
a,
~
- &tTE 1 D -
BEGIN DETOUR
\\
-DET3- PXr Sta.
I7 +2693
�
_\
m
O
m
IA
1
�
�WW
�
O
1
\
N
b
� � I
I
IS
\
v
®DENOTES HAND \\
CLEARING
PROJECT REFERENCE NO. SHEET NO.
R -2514C
26A
RAV SHEET NO. _
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
A = 8'06' OOB (RT)
D = 8°48 53D'
D = 3' 49' Il.0'
D = 201 41.4'
L = 13322'
L = 307.44'
CL
T = 6685'
T = 15426'
A<
R = 650.W
E
Ac
LIS = 45 n7ph
DS = 45 niph
DS = 45 no
E
e= D4
a =.03
A�
RO = 92'
(R
D
A<
�
Ac
1
�
�WW
�
O
1
A[
PROJECT REFERENCE NO. SHEET NO.
R -2514C
26A
RAV SHEET NO. _
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
DO NOT u B PO CONBTRVCI'ION I
ADDED 2/3/15
DETOUR PERMIT DRAWING
T SHEET 1 OF 6
L eOP RAPS 6A0 B>e— — � — �f
ST 2 TONS .k Fo
ST 7 SY GEOTMLE ff
EMOVE WHEN qJ,
ETOUR REMOVEDY
HA 14D
CLEARING
Q
SITENID
k C
- -= O
O
cn
CN
H-
ByF
I
I2
iT
� I
yf
W
q
eG
`
-DET3-
B PI Sto 16+6685
PI Sto 18 +87.46
PI Sto 23 +24.44
A = 1i44' 35x4 (RT)
A = 1f 44' 35.4° (LT)
A = 8'06' OOB (RT)
D = 8°48 53D'
D = 3' 49' Il.0'
D = 201 41.4'
L = 13322'
L = 307.44'
L = 399.39'
T = 6685'
T = 15426'
A<
R = 650.W
R 14WDV
Ac
LIS = 45 n7ph
DS = 45 niph
DS = 45 no
e= D4
a =.03
RO = 92'
�
`
-DET3-
B PI Sto 16+6685
PI Sto 18 +87.46
PI Sto 23 +24.44
A = 1i44' 35x4 (RT)
A = 1f 44' 35.4° (LT)
A = 8'06' OOB (RT)
D = 8°48 53D'
D = 3' 49' Il.0'
D = 201 41.4'
L = 13322'
L = 307.44'
L = 399.39'
T = 6685'
T = 15426'
T = 200.03'
R = 650.W
R 14WDV
R = 2+82500'
LIS = 45 n7ph
DS = 45 niph
DS = 45 no
e= D4
a =.03
RO = 92'
RO = 69'
SEE SHEET 44 FOR —DET3— PROFILE

N
N
a
N
DET,5 DETOUR SHEET
SRS
NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY �O
lNEi ' i6,1 41E,,WATER AC PEI IT
NOTE: ONLY ADDITIONAL P UE 'T® TEMPORARY DETOUR ARE H® .._,
-Pk T - - kXW NGS, THE *RACT SEE PROPOSED FINAL
° i J
i
e 1
\ / ISF0
ASAND
- __ —=-_ -- - - - - -- —
Sr 29BST
F
3Eld A
s U
N
''alll 1p /II
m
-DET3- POT Ste.10+00A0
a 1 IF,;j• j '
'
l!I�
j m>`
.`
1. y LJ
-A DECK .t ;P �i/ I
Z ISFD` \ - I I� I xY
ISBLRD . \ ISFD
�w�/LT
u
0 ` I` � �l �
- -q' - - -J=
` 5 E� R �.1 .. ..
\—
— 70�s31 -
�t
\)j i
. r r
�'.. ...4,
"IN
BEGIN CON RUCTION / C
-DET3- 1 Sto. 16+OOM- // y
-LBUS- Sto.19+OOA0 0.00 RT. /
/ a
us rr uNw ST 2& asr
I I - SITE 1
BEGIN DETOUR � `' �
-DET3- POC Sto.17+2693
\ - o sm
\
\M
PI Sto 16+66.85 PI Sto 18 +87.48
0 = If 44' 35.4° (RT) A = Ir 44' 35.4° fLTt
D = 8'48' 53A' D = 3'49' 11.0'
L = 13322' L = 307.44'
m\ R = 650.00' R = L500W
DS = 45 mph DS = 45 mph
DENOTES HAND\ e = .04
CLEARING RO = 92'
F
J
.k
M
M SITE" i D
Q.
� o
PI Sto 23 +24.44
A = 8' 06' 00Z (RT)
D = 2'Or 41.4'
L = 399.39'
T = 200D3'
R = 2,825.00'
DS = 45 mph
e = A3
RO = 69'
M O 1
sr
Or
NO.
RNY SHEET NO.
DWAY DESIGN HYDRAULIC
ENGINEER I ENGINEER
DO NOT USE I m Ru`n N
ADDE 2/3/15
DETOUR PERMIT DRAWING
c SHEET 2 OF 6
..
Inn
�
V
/ CN
�.� W
/ V)
< „r Lad
Lad
-\' CN
B N
t Lad
/.`
r� I
W
„
r�
D
SEE SHEET 44 FOR -DET3- PROFILE
-
Psi
,
-r O NRr S P
EST 7 SY GE O TE(TILdE
(REMOVE
AND1
HC
OUR RFMOVED)'r
EA ING
{
\
i
>
,y
--
-
" -'
-- —
H,
k
CI
I I - SITE 1
BEGIN DETOUR � `' �
-DET3- POC Sto.17+2693
\ - o sm
\
\M
PI Sto 16+66.85 PI Sto 18 +87.48
0 = If 44' 35.4° (RT) A = Ir 44' 35.4° fLTt
D = 8'48' 53A' D = 3'49' 11.0'
L = 13322' L = 307.44'
m\ R = 650.00' R = L500W
DS = 45 mph DS = 45 mph
DENOTES HAND\ e = .04
CLEARING RO = 92'
F
J
.k
M
M SITE" i D
Q.
� o
PI Sto 23 +24.44
A = 8' 06' 00Z (RT)
D = 2'Or 41.4'
L = 399.39'
T = 200D3'
R = 2,825.00'
DS = 45 mph
e = A3
RO = 69'
M O 1
sr
Or
NO.
RNY SHEET NO.
DWAY DESIGN HYDRAULIC
ENGINEER I ENGINEER
DO NOT USE I m Ru`n N
ADDE 2/3/15
DETOUR PERMIT DRAWING
c SHEET 2 OF 6
..
Inn
�
V
/ CN
�.� W
/ V)
< „r Lad
Lad
-\' CN
B N
t Lad
/.`
r� I
W
„
r�
D
SEE SHEET 44 FOR -DET3- PROFILE

X
,
0
5 10
i PROJ. REFERENCE NO. I- SHEET NO.
R-2514C -1 X-
TOUR
SHEET
PERMIT
3 OF
DRAWING
6
37
es
0.017
0.017
in
[3f
2 1 +
01
i0-00
gn
0.005
0.005
4n
2 14
0.00
3E
31
gn
0.040
0.04
0.040
0.040
CIE
L,jfNG
4n
71 7
in
l9r4lb.00
110
110
110
1:
0 110
1JO
9D
80
70
50
40
30
2

N
PROJECT REFERENCE NO. SHEEF NO.
J/ //1���� SHEET R -2514C D E T 3 T O \ /U/ R NAb 8ENGINE SHEET NO ENGINEER
[�� V/
/'3600• ROADWAY DESIGN HYDRAULICS
� Jf SRS
90° NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY ' ��
`� 16 """"""""`°"_....`�..�""`_`"'.. '• � " °` °° _ lt: � i PRELIMIN RY PLAN5
\Put WETLAND AND SURFACE WATER IMPACTS PERMIT
If \ � ... �,. Ad- �__- .- .,_..._...- ..- ..- ..,,_....... ._..._.. -.>- .._..«..e.......a._...,._ -_/M1_ � � '_ BO NOT US6 PO CONSTRVCTION
+23,
ADDED 2/3/15
IR pUIF "Vol. t EIP Ij1P EW 145, �- I
" SCAEE \ DETOUR PERMIT DRAWING
SMTp \\ LE tam lg�" \\ SHEET 4 OF 6
M
/*_AI ® f Ir �1' ®4 um O �' / / "- / ` —O 91p \ EIP
ur / / INORACE VERA LE
• " O PIIE Ir - � \
/F PUE ae O �.\ � / ' . +25.00 � 7 ♦
NJ
D\
I O (1 PU \
II "�.•...,, /— D\ ��we— PUE PUE ^��sTEM /I• O 1 i °j
w/L 1 \ / uE ICI / T c caN / c I 7-7
N
NTTR ;'L T
EMETER CIN7 0 O / \ g
ISFO MTL I / E \ I I
CAN ( - L'> PUI I \ \ C E10
t \ I SEPTIC SYSTEM' P ` ( b'
/ 5 ..I .: \ � � 29'CONC 1�1 I �ne�� / \ I ISFD S c Inl �/
MP. FILL IN WET S ( I D
•-'� SYSTE I J a I I I +0.
a EI E(d �- IRI N /LT I 145.1
.. .. .. .. .. .. .. 4S R
_ MTL
I I + ISBLA
�_ �- � 4)24' CU A�, IB ® Rip O 48. P A M
RIP RAP ON
�q•RCP RCP ` N I
WHEN DETOUR REMOVED)
_L - 18'RCP
�j —g•RCP �� �
MAIN ST 29 BST - - - -- _�_-_rr— GRADE to DRAIN ___— __._______�_
®' 690 -•--�� I 2' PS -°- I NABLE OTO SOI.LECT,- rr RD �� \
GRADE to ID N 1 22' ��� =ODE TO
PS -__ _ _ _ - - _ - ro I
® 1°=
• • '� CL 41 RIP RAP
dB0 E9I 5 TONS
.EST 14 SYfEOTEXn E A, I I,•. A
..� (REMOVE WHEN DETOUR OVED)
IE �
R
A
co
SITE 162 ® d
IF I4 IEO SIAIES DEPA"W"I 0F' AObcLt ruRE � Jr
Z >F
m HAND
CLEARING
Jf
® DENOTES HAND
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
-DET3-
PI Sid 23 +24.44
PI Sla 28 +7774
A = 8'06' OOB (Rr)
A = lr 29 492 (Rr)
D = 2Or41.4•
D = 229 28Z
L = 39939'
L = 702.37'
T = 2WDY
T - 35394'
R = 2.825A0'
R = 2JOODO'
DS = 45 mph
DS = 45 mph
e= A3
e= A3
RO - 69'
RO - 69'
1001 0• loo'
GLI
GRAPHIC SCALE
RECEIVRD
SEE SHEET 44 FOR -DEF3- PROFILE

PROJECT REFERENCE NO. SHEET NO
R -25/4C 26B
n - RA'/ SHEET NO.
x, SHEET NAD 8� S
DETOUR / � ROADWAY DESIGN HYDRAULICS
D D / ENGINEER ENGINEER
RS�
NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY
PRW N" USE RroY�PANS
pUF )'r - -W E -TLAND AND SURFACE WATER IMPACTS PERMIT
+23. - ADDED 2/3/15
��� l \ �.. Ew k- 145. 1T.
_Alp ) ' DETOUR PERMIT DRAWING
"SALEE ,i„ HEIRS J LEA(�pM SHEET 5 OF b
P E ` — % I I r 4 NtL. E � 1 "� 7 / — , \ --- " �/ /y r- Dom, ►1Eps,� 8 tf
It 'f.� / \- // ' ',�� �'', ��\ \I I { ET�`U1f
C�,u r /� 1
` I �) ,'� w / I /j s N -' ` ,a •=� �� f9 �� pU ae- _ PUE - PUE
I�,��...` Ii r _ n
j• / '' \ � -_. � � ` � ' I t j - � • � � l � � IsFp \ I ✓ fHTa ) a / ) p / + `weir
�p� / 1 a
I 1
�•• •- s � \ \� •I � ISFD � ✓ ) I METER � }� L 1 / - ,-_ � � Put': �• ~ \� \ {r W C �
°V •SYSTEM SAN \ 1 ` / i ` P J c 1 0
J ��If / '` \ t' e•) ! / 4'CONC'A 1'to-5 \ SE �- `__` !� !, \ I( ISFp )�r+�I
CIA P. FILL IN WE7T + 1 - I / n I M I
�I ,/ t;r ✓ 1 — V� I !: � � — 1! ; / Y� l .r srsTE \ I� �S. y.- i\�_./ i I �Iffl�l wlLr /1"
N I I (; ' .- Y� 40 A SQCIATED O \EI 1 p - •- -�� E� — X11 Il Ij J- IE-
V� .. / 5 ./ /' �n
/1
- —
1 / < / ,,� I � .. . � T�eArP ^ • � .��_.... - -_ � -_ � -- — �__� -� hI,F�_ _ =l rrcRL
Z / 2 04
J �� _' -- — ,.. —` *"-`- —_ _ -- _ _ _ -- .- --�.._. •._.� '�'-%� �_'-UN LAC D AS PE �r r'
-T^ �,J ��,r'� 680 .mm.• _ _ _ _ - �. _ xi. _ �_ }_:, zte = ==� -- - •w --mom A>a'E -i�COELFCi'�ppE RECDIiJ? ���?�1•=
,(rt "°'.F . - .-.:.• J"�� - . --_°.� _ a- _- — _ '°�- ,e�,ec_, - c�$_.1= _ -mom -._� 70-FENCE
OC ® J�� % ` .N �� —._ .� _ _ - i �- �• ' rN- p& _- __ O N �•*- t�i��'= = ,s`_ -.6 a. �L =��. -� ' = = ' �• y _— _•t P -_
®
gU-
M =' Rirl✓nP t r
6[I ESf ¢¢ TONS f r�
N r r - fmtTA4 SY EOTEE�TILE/ ) / A
y y !� OVE EN/bE7 UR O D)
I I t 1F2 D,
L_ . SiAiESpT / y: • �� ..� i -, ; t-• ' / J - - -_ 'E
V ®� a " 1` V
4IFNTJ9F
i
k.
k.
HAND
V CLEARING
lE
® DENOTES HAND
CLEARING
DENOTES TEMPORARY
FILL IN WETLAND
-DET3-
P1 Sta 23¢24.44
PI Sto 28+7774
6 = 8`06'009(RT)
A = 17'29 49Z(RT)
D = 20r 41.4'
D = 22928.a
L = 39939'
L - 702.37'
T = 20ODY
T = 353.94'
R = 2,82500'
R = 2,300,W
DS = 45 nph
DS - 45 nph
A69'
A69'
RO
RO
100• 0' 100'
(ELI
GRAPHIC SCALE '
SEE SHEET 44 FOR -DET3- PROFILE

0 5 10
PROJ. REFERENCE NO. Ir S8EET NO.
R-2514C----1F--x-1T9—
110
1�
0 130
11.0
150
5D
50 1
0 110
1:
0 1:
0 1
0 1110
50
Eo
7
W
M
40
20
2D
1)
1)
1)
2D
-'o
40
E D
6D
70
Eo
9 1110
0.030
WETLkND
AND
SURFAC
-E WATER
IMPACTS
PERMIT
4a
50*
0.030
4a
3904
79+50.00
[DETOUR
PERMIT
DRAWING
SHEI:T
6 0:
6
in
gn
ADDI
D 2/3/15
4n
0.030
0.030
le3fl
27
21�+
bo.001
4a
1
"501
0.030
0.030
4n
ZZ7
X7
28-+50.00
27
0030
0.030
4n
Is'
00
--N
+V0.00
X;n
gn
0.030
0.030
40
2 7 +1
220.0 01
4n
1
WLB
CLEARIN
LIMITS
4Q
0.030
4030
1
4n
—
-[L�=
—
-so'
37
27+00.00
75
-- —Z-
AO
0 03 0
0.030
38
80
_f26
+50.00
Ta
.030
_.I_
0.030
W)
.0
3
31
26+00.00
Xn
i--.z
�.z
1
0 1
0 1:
0 110
1
o 1
0 9D
80
3D
40
110
jo
140
140
ljo
110

UAW
`i
e®
See Sheet 1 -B For Conventional Symbols
See Sheet 1 -C Thru 1 -F For Survev Control Sheatc
SITE 1 v. SITE 2 �— SITE 3
0
�Q
M
�Q �d
� oc
cp JO YOU
.m
�I
a
CLI 6 T
O � �
NLO 5 I
OC I
to wens t
CL
-0 \�
POLLOCKMU
/
0
o":"?
e®
.
c
2== - -�`
STA. 300 +00.00 —L— BEGIN TIP PROJECT R -2514D
a 10
At
r
E
GRAPHIC SCALES
DESIGN DA TA
50 25 0 50 100
ADT 2015 = 10,600
Z
w�
ADT 2035 = 15,700
u >o
Nam" I
PLANS
DHV = 7 %
50 25 0 50 100
D = 65 %
a W
-- I - -�
T= 7
*u,
.? F- -a
PROFILE (HORIZONTAL)
V = 70 MPH
c �w
TTST =4 % DUAL =3 %
5 -.V
� A uitA�
t0 5 o t0 20
FUNC CLASS = FREEWAY
°ag ��
•E � ���
PROFILE (VERTICAL)
STATEWIDE TIER
WETLAND AND SURFACE WATER IMPACTS PERMIT---
g
^° SITE 1
N Q
Q
Z SITE 9
SITE 7
TFN Mi
�F
SITE 14 00
ft),- wS
`J
F— SITE 15 >o
L'--SITE 18
SITE 17
SITE 16 SITE I ';
PROJECT LENGTH Prepared In the Office oaf.
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
LENGTH OF ROADWAY, TIP PROJECT R -2514D = 5.894 Miles 1012 STANDARD SPECIFICATIONS
LENGTH OF STRUCTURES, TIP PROJECT R -2514D = 0.489 Miles RIGHT OF WAY DATE. JAMES A. SPEER, P.E.
TOTAL LENGTH OF TIP PROJECT R -2514D = 6.383 Miles SEPTEMBER 27 2013 PROJECT ENGINEER
LETTING DATE. DANIEL W. GARDNER, JR., P.E.
JUNE 16, 2015 PROJECT DESIGN ENGDO;ER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.S.
r
PRELIMINARY PLANS
00 NOT USB POR CONSTRUCTION
Qp ROepy
o' o�
0
TRAgaQ�p~'
0
o":"?
e®
.
SITE
2== - -�`
PRELIMINARY PLANS
00 NOT USB POR CONSTRUCTION
Qp ROepy
o' o�
0
TRAgaQ�p~'

Us
Z
0
oC
S �2001
Vt4jt,107 82V SRS
DETAIL
LATERAL G RAS SED SWALE
(Net to Scefj
IERS FARM, INC
0 po 6S 'FILL
PG TN
A ION
I PC 256 I~I Min. D= 1.5 Ft.
7 PG as 0- 4 ft.
12 PC 55 I I b= 5k.
a PC em I I FROM STA.300+00 LT. TO STA.301+50 LT. -L-
2 PC a
. . .. .. ..
/ L -£,;4
DETAIL IL' -
PIPE OUT�OMNEL
Length. 16 Ft.
el=
1.5 Ft.
8 Tons of Cf..
Est— 76 SY GoJoVjh,
PROJECT REFERENCE NO. 1 SHEET NO.
R-29514D
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER I
DO NOT USE P01 WNSTRUCTION
Owl V
Mlml�zml
�1!10144:jw : st
AK0
30-yl �
UL— — — — —
MmDENOTES IMPACTS IN
SURFACE WATER
I
EVE
C".7""
SEE SHEET 32 FOR -L- PROFILE

may,
Ir ENS
Ualk u, ,h
4'vawm- - -
931
All
MEIN
I # (f
f4ify
Allp"

- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8k0 S CHLINE 29
50. STA. 50 00 SEE SIHEET
— Y '
3A
Kill
PERMIT DRAWING
IMMIX I aJmIg*— I SHEET 6 OF 84
RUA"
R,
4
,SITE/ 2
Wi w
LL LU
Ln ILI
4n
0
l< cn L
I"
z
dft
X C) vow
M rVa 12�
J
NOTE: TOTAL TAKE
DENOTES FILL IN
S WETLAND
DENOTES MECKA IZED
CLEARING N
MD
It
- LLU
C E StiEET 30
0 SE GXAPHIC SCALE
ou.0
34+
RECEIVED
'3
-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-----------------------------------------------------------------------------

N
Z
O
DETAIL 'L' DETAIL 'W
DETAIL 'X'
LATERAL BASE DITCH LATERAL N• DITCH
LATERAL N' DITCH
( Not to Swle) (Nol b Sole)
(N.I b SoIeJ
b
DETAIL 'AA' P
wl �. -_ FILL I
Nalu y —I
3:1 OR F/ATfER +_.
Grovnd 17FL SLOPE Gin 1�. FO
D Sb
fiR
I:ff. p
D
Min. D= 1.5 Ff.
B Min. D= VAR
D
B= 4 H.
IA E
b= 5 Ff.
FROM STA - 375 +07 TO STA383 +00 RT.-I- FROM STA. 364 +00 TO STA370 +50 RT.4- FROM STA11 +00 TO STA14 +50 RT.- LIRV3- Typeo15ner-
60 TO IUp.Pnp DENOTES TEMPORARY f
DETAIL 'Q' DETAIL 'BB' FROM STA 372 +30 TO STA 1372 +62 RT. L- ® o�n p f, o f OBch
FROM STA17 +39 TO STA17+65 LT. -0RV3- IMPACTS IN SURFACE WATER -�to�° slope PRELIMIN RY PLANS
LATERAL GRASS SWALE SPECIAL CUT BASE DITCH B
W NOT USE PO CONRTRUCf
L "°'b S 'J DETAIL 'EE' Min. D= 1.5 Ft.
IHaa smb) B= 2 Ff.
b GRASS s-.LE DENOTES IMPACTS IN
-0Rrt" ?:r 3� 1;Ff. MI G...d o< FmM (Naa scol.) FROM STA. 17 +00 TO STA18 +00 RT. -DRV3-
D slave °° D PAI N� u ml , N,e„el FROM STA 18 +28 TO STA.20 +16 RT. -DRV3-
I e I Min. D= 1.5 H. D 9.
SURFACE WATER
PERMIT DRAWING
4. 2 H. {�:.1 Mln. D= 1.5 N.
b= 5 H. B= VAR to 3 D. Min. D= 1.5 H. DETAIL 'U'
8= 3 H., FALSE SUMP SHEET 11 F 84
FROM STA 14 +50 TO STA 16 +50 RT. -0RV3- FROM STA 23 +02 TO STA. 24 +25 LT -0RV3- FROM STA 370+50 TO STA 372 +30 RT.-L.- DENOTES HAND (Notio Swle)
--*- -- CLEARING Media,Dilch "`h -
54 — - ,. 2' —
® RICHARD H PARKER, SR ET U#
DENOTES MECHANIZED t'S— "' 2d—.I ZD,'
® 0T �3 TRACT T29 CIALINE( DITCH j - g ,R° CLEARING S =Ditch Slope ¢ Proposetc
® TLeRp TRACT 5 LINED I
5 DETAIL 'E' OB Grade L Ditch Grode L
p�I
SPECIAL CUT BASE DITCH - 5� // 0.0% To 2.0% 20' 01114,016.T1 6.0% 40'
• d ®�(� PSRM LINED 30' 0v 60% 50'
T SEE DETAIL 'MM' r /
®� E E —� I I t/ /
C — __ .F I I - -- --- e1R--- -- --- - S4.
/ /// 234 PG 3447 UX NAD 83/ SRS 2007
L1,9 ui
fe RIP RAP AT EMBAN 1 SEE DETAIL AA S� / V1 0 = 3.1 CFS p�
p�q / ' VIO = 1.4 FPS .
00 Q10 = 1 . CPS c0 /a v
VIO = .7 fP5 y F / Lu
l/
LL NOTE:NO DECK DRAINS 1 1A55'Il' _ uj
Lij SEE DETAIL Q' GRASSED SWAN \N P RAP F I __ F F F F F F
m REQUIRED FOR THIS to �-- F f -
CLAS ' T \c b+.��`,,,, STRUCTURE 35 —' — — — — —
P *bRK DG
o\ v / ;o
15' RCP -JV � o 9
2' BASE ECU L CUT O1 15' RCP-IV
Lu 2G 2G1 G 2 2GI 2G1 2G1
Lu V) BEGIN BRIDGE 15' RCP-4V' 15' RCP4V
Q 370 +65 -L- G E TO DRAT
F5 O 3� 3G1
i
S DETAIL'G 00
\.AL ® `
END BRIDGE
375 +40 -L- /
eeq- 2 I
g 0 2G12G 2GI
eJp6 _ x
4S fLFCx `` 2GI \ °n 15' R -IV 3 15' RCP-IV
IS- RCP4V _j
F_�_ -
_� 1 ` _ -Sf 1 Lu
F 1 I J
` _ a
1 / BAS
/k / LATERAL E DITCH z
( 3' LATERAL - _ / LATERAL BASE DITCH / / / / SEE DETAIL 'L' .j
\s �• SEE DETAIL
LATERAL N' DITCH
GRASS LINED
SEE DETAIL
k/
54 kl
RICHARD HI, PARKER. SR. ET/ UX .
Do W3 PC in
THM TRACT
RIP RAP
1 I
1 I
I
/
i 1 .
1
n
�W� TWT '� RICHARD PARXER.ET UX
war E- r r� 32.4 Qa
F`
rA
,Try
RICHARD PARKER. ET UX
00 254 P6 344
CUE BASE DITCH
)SEE DETAIL 'BB'
SBG - "SHOULDER BERM GUTTER"
RE EI!E
v ^;�
D -Civ) - tD'Crf�j
SEE SHEET 35 FOR -L- PROFILE
SEE SHEET 52 FOR -DRV3- PROFILE
PROJECT REFERENCE NO. S
SHEET NO.
DETAIL 'AA' P
RIP RAP I
R -25140 9
9
IA E
PAW SHEET NO.
10, min.
DMn 1o'mm 10• F
F D
DENOTES FILL IN R
ROADWAY
ENGINEER SIGN E
ENGINEERS
Gmde
WETLAND D
DETAIL'cG'
SPECIAL CUT GRASSED SWAIE
GEOTF(nLE
( Nof to Sm a
60 TO IUp.Pnp DENOTES TEMPORARY f
DETAIL 'Q' DETAIL 'BB' FROM STA 372 +30 TO STA 1372 +62 RT. L- ® o�n p f, o f OBch
FROM STA17 +39 TO STA17+65 LT. -0RV3- IMPACTS IN SURFACE WATER -�to�° slope PRELIMIN RY PLANS
LATERAL GRASS SWALE SPECIAL CUT BASE DITCH B
W NOT USE PO CONRTRUCf
L "°'b S 'J DETAIL 'EE' Min. D= 1.5 Ft.
IHaa smb) B= 2 Ff.
b GRASS s-.LE DENOTES IMPACTS IN
-0Rrt" ?:r 3� 1;Ff. MI G...d o< FmM (Naa scol.) FROM STA. 17 +00 TO STA18 +00 RT. -DRV3-
D slave °° D PAI N� u ml , N,e„el FROM STA 18 +28 TO STA.20 +16 RT. -DRV3-
I e I Min. D= 1.5 H. D 9.
SURFACE WATER
PERMIT DRAWING
4. 2 H. {�:.1 Mln. D= 1.5 N.
b= 5 H. B= VAR to 3 D. Min. D= 1.5 H. DETAIL 'U'
8= 3 H., FALSE SUMP SHEET 11 F 84
FROM STA 14 +50 TO STA 16 +50 RT. -0RV3- FROM STA 23 +02 TO STA. 24 +25 LT -0RV3- FROM STA 370+50 TO STA 372 +30 RT.-L.- DENOTES HAND (Notio Swle)
--*- -- CLEARING Media,Dilch "`h -
54 — - ,. 2' —
® RICHARD H PARKER, SR ET U#
DENOTES MECHANIZED t'S— "' 2d—.I ZD,'
® 0T �3 TRACT T29 CIALINE( DITCH j - g ,R° CLEARING S =Ditch Slope ¢ Proposetc
® TLeRp TRACT 5 LINED I
5 DETAIL 'E' OB Grade L Ditch Grode L
p�I
SPECIAL CUT BASE DITCH - 5� // 0.0% To 2.0% 20' 01114,016.T1 6.0% 40'
• d ®�(� PSRM LINED 30' 0v 60% 50'
T SEE DETAIL 'MM' r /
®� E E —� I I t/ /
C — __ .F I I - -- --- e1R--- -- --- - S4.
/ /// 234 PG 3447 UX NAD 83/ SRS 2007
L1,9 ui
fe RIP RAP AT EMBAN 1 SEE DETAIL AA S� / V1 0 = 3.1 CFS p�
p�q / ' VIO = 1.4 FPS .
00 Q10 = 1 . CPS c0 /a v
VIO = .7 fP5 y F / Lu
l/
LL NOTE:NO DECK DRAINS 1 1A55'Il' _ uj
Lij SEE DETAIL Q' GRASSED SWAN \N P RAP F I __ F F F F F F
m REQUIRED FOR THIS to �-- F f -
CLAS ' T \c b+.��`,,,, STRUCTURE 35 —' — — — — —
P *bRK DG
o\ v / ;o
15' RCP -JV � o 9
2' BASE ECU L CUT O1 15' RCP-IV
Lu 2G 2G1 G 2 2GI 2G1 2G1
Lu V) BEGIN BRIDGE 15' RCP-4V' 15' RCP4V
Q 370 +65 -L- G E TO DRAT
F5 O 3� 3G1
i
S DETAIL'G 00
\.AL ® `
END BRIDGE
375 +40 -L- /
eeq- 2 I
g 0 2G12G 2GI
eJp6 _ x
4S fLFCx `` 2GI \ °n 15' R -IV 3 15' RCP-IV
IS- RCP4V _j
F_�_ -
_� 1 ` _ -Sf 1 Lu
F 1 I J
` _ a
1 / BAS
/k / LATERAL E DITCH z
( 3' LATERAL - _ / LATERAL BASE DITCH / / / / SEE DETAIL 'L' .j
\s �• SEE DETAIL
LATERAL N' DITCH
GRASS LINED
SEE DETAIL
k/
54 kl
RICHARD HI, PARKER. SR. ET/ UX .
Do W3 PC in
THM TRACT
RIP RAP
1 I
1 I
I
/
i 1 .
1
n
�W� TWT '� RICHARD PARXER.ET UX
war E- r r� 32.4 Qa
F`
rA
,Try
RICHARD PARKER. ET UX
00 254 P6 344
CUE BASE DITCH
)SEE DETAIL 'BB'
SBG - "SHOULDER BERM GUTTER"
RE EI!E
v ^;�
D -Civ) - tD'Crf�j
SEE SHEET 35 FOR -L- PROFILE
SEE SHEET 52 FOR -DRV3- PROFILE

Z
0
H
0
M I Nor to Smlo) �� LATERAL N' DITCH LATERAL N' DITCH RIP RAP AT EMBANKMENT
1 Nab -1) I Nat b Sate) I N.t to Soo.)
b o'roin.
Natural .t -_ 'ILL ,�_ 3:1 OR FUTIER
Ground
SLOPE
B Min. D= 1.5 H. Min. D= VAR
B= 4 H.
5 H.
b- 5 H. b= 5 H. GEOTIXIIIE
6=
FROM STA 375 +07 TO STA.383 +00 RT. -L- T a °IOn".- 60 TONS,CL IR:p -R.
FROM STA. 364 +DO TO STA 370 +50 RT. 4- FROM STA.11 +0D TO STA 14 +50 RT. -DRV3- G.obaib= e�
_-- _._INolb Sal.J ... -_ •••••• INnb Sab) ••••••
b
-0AY.t- 3.7 D
slop. D P°Nes dta
W i
Mn. D= U
B °
B= 2 fl. 1, �,1 Min.D= 1.5 k.
b= 5 H. B= VAR to 3 H.
FROM STA. 14 +5D TO STA 16 +50 RT. -DRV3- FROM STA. 23 +02 TO STA. 24 +25 LT -DRV3
54
1
I
LATERAL
GRASS L
/ SEE DET
' S4
LIAgp M. PARKER. SR.
00 65 PG T29
/ TIM TRACT
1
100 /: 0 100 200
"'1 090
FROM STA. 372 +30 TO STA. 372 +62 RT.
FROM STA 17 +39 TO STA. 17 +65 LT. -DR'
DETAIL 'EE'
GRASS SWAIE
INotb Smb)
al Natal
Min. D= 1.5 H.
B= 3 H.
FROM STA370 +50 TO STA372 +30 RT.-L-
J
RCHARO PARKER.ET UK
09 254 PC 544
DENOTES FILL IN
WETLAND
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
DENOTES HAND
CLEARING
DENOTES MECHANIZED
CLEARING
DETAIL 'GG'
SPECIAL CLTT GRASSED SWA1E
(Not to Scale)
roun D 3'`e Fronl
t DRch
Slope
B Min. D= 1.5 F.
FROM STA. 17 +00 TO STA. 18 +00 RT. -DRV3-
FROM STA. 18 +28 TO STA. 20 +16 RT. -DRV3-
DETAIL 'U'
FALSE SUMP
(Not to Scale)
Mecli- DNch
SBG - "SHOULDER BERM
PROJECT REFERENCE NO. 1 SHEET NO.
R -2514D 9
RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN ,4RY PLANS I
DO NOT USE Po CONSTRUCTION
14 I i is . r
CITY
SEE SHEET 35 FOR —L— PROFILE
SEE SHEET 52 FOR —DRV3— PRO
SEE SHEET 52 FOR —DRV4— PRO
SEE SHEETS S-1 THRU S—B FOR

f,2 E %r-,' E I V.---'D
DICivii-avIVID CfPi

M
■��E�E�E�E�E�E'
MEN
EEEEEEEE
�E'EE
'
EEiiE�E'iiE',E''E!!■E■EEEE�■E■
=■■■■■■■■■■■■■■■
MEN
■■■
MEN
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■��
:
��[�
■
■;
MEN
■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■
■:
■
■o
■���
■
■■■
■
■■■■■■■■E■■■
■■
■■■■■
■■■■�o■■■■■■■■■■■■■■■■o■■■■,m■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■:
■■■■■■
■.
■
■
■■
■
■
■■■■■■■■■■■■■■■■■■■■■.■
■■■■MEMO■■■
■E
■■
■■
■.■■■■
■■
■■?
:!
t■■
ONE
■■
M■ONE
■■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■ME■
■M■■IME
■
■
■
■sl■MM■E
■E■
■E
■��E■
■
■
■■
■
����■�
■
■
■■
■■
■�■�■■■M■■■■■■EE
■■■■■■■■■■■■■■■■■■
I�!!
�E���■■■■■■■■
L���=
�■■.�I■■■■■a
■■■■■■■■■■■■�!�
��■■■
�■
�■
�■
��■■■
�■■■
�i■.
....
■
■r■■■■■■�
■.
■.:.■.IM�EME�
■t
■ESE
■
■
■
■
■
■
■
■'
■
■■■■■■■■■■■■■
■■■■■■■■■
■■■
■�
�■■■■■■■■■■■■■■■■■■■
or.
HE
Now
■
!!■■■■■■■■■■■■■■■■■■■■■■■
ri�i�ii�l�t
'!1
■
■
■
■
■
■
■
■
■
■
■
■�
■
■�t1W�!111�!!l
■O■
■■
■■■■■■■■■■■■■■■■■■
E�11■■■
■
■
■
■
■
■
■
■
■
■
■�
■
■
■
■
■
■MEIIII
■I�.T��
ME■
MEN
M■■■
ENO
■■■■■■■■■
MMMNIIMM
■■■■MEEEEEEE
■
■
■E
■
■
■
■
■����
■���
�0
=■EEO
SEE
EE
0
�■���_■E_������
�ri��1�iT��i�i��i�����_NEEIMI
EEMM
■■
■■
■E
■■
■
■_
■■■■■■■■■■■■■■
MEN
■■■■■■■■■■■■■
WOMM
■■■
■■
■
■■
■
■
■
■
■
■
■■M
■■M■
■
■
■
■
■
■
■
■■
1EM
NO■
■■■■■
■
■
■�■"■
■
■
■
■M
■
■
■E■
0
■0�!�'
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■EN:
�NONE
■■■■■■■■■■■■■■■
rE■■■■■■■■■■■
■
■
■
■
■
■
■
■
■■r
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
0
!
■
■
■
■��
■
■
■■
■
■
■
■
■
■■
■
■
■■
l■Ji
■
■
■���
■�
■m
■
■
■
■
■■.
■N
■
■O
■
No
M
��
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■Cli
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
W
mEEEEE:
EE��E�E�EEE�EEEEEEEEEE�E�EE�EEEEEE�
=_EE
■�■�
■■�■���
ROME
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
ELIoffu
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
■
■
■
■
■■
■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■O
om
■
■
■
■
■
■
■■■E
■EMEMEME
..
._..■J
■
■
■
■
■
■L•_��.
..■�■
��I
■
■
■
■
■
■
■
■■
■
■
■
■
■
■
■
■
■ENI
RE■■MM■
MGM
■
■
■
■
■
■■
■0
0
MEMM■
MEMO■■
0
■
■
■
■M■■
■■1■■EEE■EMM■MEMEMEMEIMN
-
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■
M!
E■■■■■
O■
■
■
■
■o
■
■
W
■
■
■
SEMEN
■
■
■
■
■
■■
■■
■
■
■
■
■■
ofummums
�
mom
■
■
■
■
■
■ ■
■
■■
■ENS
■
■
■
■
■
■
■
■
■
■
■
■os
E
■
■■
■
■M
■
■O
■E
mommisi
■
Mom
NONE
mom
BE
Boom
ME■■■■EE
■■■
■
■
■■
.00100000000000
.0
■EM■ME■E■EME
■ME■
■
■
■
■mom
-1IMEN
■
■
■
■
■
■
■
■
■
■
M
■MEME■
■
■■
E■
mom
■i
■
■U
I
■■■M
■■
■
■
■M
■
■E
MENEM
MEMOS
■■■■
��■■■■■■■■■■■■■■■■■
■
■E■
■s�
MEMO
■
■■■MMMMEMMMM■
■
■
■
■
■E
E■■■■
is
MENEME
MEN
,
Run!ERN
EREEMEME
EN
—

Z
O
a
Ley
i
k:
r
11' 50 I 100 200
V/ // / / //J 1"1LL IN WC1LANU
DENOTES FILL IN
WETLAND
DENOTES BAND ' >'
CLEARING
DENOTES MECHANIZED
+ + + + CLEARING
INEER
N
i
i
SEE SHEET 35 FOR -L- PROFILE
SBG - "SHOULDER BERM GUTTER" SEE SHEETS S-1 THRU S4 FOR STRUCTURE PLANS

N
Z
O
I it ))iiiri�/I�� I Ilil I r
- �I(IIIIII(11� I IIIII ( II
Illllllrl I I 1 11111 I Lt
III 1 I 1 1 IIti 11
1M l
54 � IIII \III y N�I)I l �
RICHM PARKER ET UX
I : 08 344 PG 444
I RK HM PARKER ET UX
/ 00 a44 Pc 444 / / � � � 1 y . � I 1 / r`' �' �;1
✓( 0�� �rl : WORK BRIDF
G
(, 1 � � `—- m i � I •.: ie�Te Ili I!Ir I I � 1 � � ``I�
®—F CE sm I iII I
r->
P RAP
e
/
NO FENCE
f
I / I
If / Y//tim
NOTE:STANDARLhUgAINS:
FROM SY0. 3Y TO ,570.389 +50 RT
FROM (9AI R3�J5 TdSTK399 +50 LT.
z1 , LflEB7 FL oAtns„ I2� / �l /�j 1� Ix /
r
/ r
100 50 0 100 200
own
J �
D
TB
NO.
W.V SHEET NO.
ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
NAD 83/ SRS 2007
PRELIMI! .JRY PLANS I
DO NOT USB PO CONSTRUCTION
56 PERMIT DRAWING
THOMAS B. MDORE. ET AL SHEET 20 OF 84
^ -0 306 PO 430
a\ Y
K.
DENOTES TEMPORARY
FILL IN WETLAND
Ll� DENOTES FILL IN
WETLAND REC iirGD
DENOTES HAND
CLEARING
D Mii -} I iD CI-i"
DENOTES MECHANIZED
e CLEARING
SEE SHEET 35 FOR -L- PROFILE
- "SHOULDER BERM GUTTER" SEE SHEETS S-1 THRU S-? FOR
01
w
ua
Lu
/
W
/ /
®
®
3
®
2
I�I
00
o�ps a
o-
2GI
Lu
z
V
—
RICHM PARKER ET UX
08 347 PO 494
I it ))iiiri�/I�� I Ilil I r
- �I(IIIIII(11� I IIIII ( II
Illllllrl I I 1 11111 I Lt
III 1 I 1 1 IIti 11
1M l
54 � IIII \III y N�I)I l �
RICHM PARKER ET UX
I : 08 344 PG 444
I RK HM PARKER ET UX
/ 00 a44 Pc 444 / / � � � 1 y . � I 1 / r`' �' �;1
✓( 0�� �rl : WORK BRIDF
G
(, 1 � � `—- m i � I •.: ie�Te Ili I!Ir I I � 1 � � ``I�
®—F CE sm I iII I
r->
P RAP
e
/
NO FENCE
f
I / I
If / Y//tim
NOTE:STANDARLhUgAINS:
FROM SY0. 3Y TO ,570.389 +50 RT
FROM (9AI R3�J5 TdSTK399 +50 LT.
z1 , LflEB7 FL oAtns„ I2� / �l /�j 1� Ix /
r
/ r
100 50 0 100 200
own
J �
D
TB
NO.
W.V SHEET NO.
ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
NAD 83/ SRS 2007
PRELIMI! .JRY PLANS I
DO NOT USB PO CONSTRUCTION
56 PERMIT DRAWING
THOMAS B. MDORE. ET AL SHEET 20 OF 84
^ -0 306 PO 430
a\ Y
K.
DENOTES TEMPORARY
FILL IN WETLAND
Ll� DENOTES FILL IN
WETLAND REC iirGD
DENOTES HAND
CLEARING
D Mii -} I iD CI-i"
DENOTES MECHANIZED
e CLEARING
SEE SHEET 35 FOR -L- PROFILE
- "SHOULDER BERM GUTTER" SEE SHEETS S-1 THRU S-? FOR

Z
O
H
K
CAI
I
(91
(
DETAIL 'E'
SPECIAL CUT DITCH
(Herb Smla)
re.r
5bsr
3. b dS°t pe
� D P
Min. D= 1.5 Ft.
FROM STA.404 +50 TO STA.409 +00 LT.4-
INelto Smle)
b
vn d D l,p. Slop
9 Min. D= 1.5 Ft.
MaK d= 1.5 k.
b= 5 H.
I` TEmOSp1AS B.1100ORLET AL
De 906 PG 320
DEFAIL'G'
SPECIAL CUT GRASSED SWALE
(Noll. Sm1.)
N o r I A,\ o< Front
r un D D'dch
Slop.
Min. D= 1.5 Ft.
FROM STA 400 +95 TO STA. 402 +50 LT.-L-
FROM STA.404 +50 TO STA. 408 +50 RT. -I-
FROM STA. 399 +70 TO STA.400 +95 LT,-L-
DETAIL 'H'
SPECIAL LATERAL GRASSED SWALE
( Not to Scale)
No I � os Fill
Ground D 4`es Slope
Min. D= VAR
FROM STA 402 +50 TO STA 404 +50 LT. -L-
DETAIL 'U'
FALSE SUMP
( Not to Scale)
Medion Ditch _
9' �I 2'�.
a ChaA Ba1mvJ - - Zd —.I JUh
r-S-
S =DAch Slope G Proposed
DETAIL 'J'
LATERAL BASE DITCH
`HAD 8y SRS 2007
b
rove J.� D 3\ 1:N. rill
Sep
B Min. D= 1.5 H. \
8= 2 F.
b= 5 H.
FROM STA 403 +00 TO STA. 403 +50 RT. -I-
57
DETAIL 'FF'
MEDIAN V DITCH
(Nerro Sml.)
Shwker Shevldar
C E. WE. SW, HERS
DB I10 PG 221
reim �.� ram
4 A01
WB6PG26
FROM STA 398 +50 TO STA. 401 +50 -L-
FROM STA-A01+50 TO STA-404+0D -L-
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IPRELIMII .JRY PLANS
w NOT U56 PO CONSTRUCTION
L4
III
57
G E. WLLEe SP, HERS
08 WD PC 221
w 6 PO 26
F-Z�I DENOTES FILL IN
WETLAND
® INDENOTES EXCAVATION
WETLAND
DENOTES MECHANIZED
. .
CLEARING
— "SHOULDER BERM GUTTER"
Lu
Lij
SEE SHEET 36 FOR —L— PROFILE
SEE SHEETS S-1 THRU S—$ FOR STRUCTURE PLANS

0
C14
i®
W
W
Lu
Lu
M
11
C
LEROY WAY. JR.
08 297 PG O7
CREIGHTON R. BARBER. ET AL /
OB 377 PG 613 J, /
NOTE:NO DECK DRAINS
REQUIRED FOR THIS
STRUCTURE
130
/ E''sEUexr
--' F (1304 jr.
F F
F --- /
F F —
F
58 JSFo
VELBA J. BRYAN, ET AL
OB 291 PC 186
\ TRACT TWO
/ F F
PROIECF REFERENCE NO. I SHEET NO.
R -2514D 1 13
RW SHEET NO.
S'3/ SRS 2007 ROADWAY DESIGN HYDRAULICS
`AD ENGINEER ENGINEER
\ PRELIMIN RY PLANS
/ CELIA W. HADDOCK, ESTATE Do NOT URE Po CON9TRUGTION
/ ESTATE FILE 99 -E.9
PERMIT DRAWING
SHEET 27 OF 84
MICHELE 11. STATEN a
. v 08 397 PG 990 \
I i
I /
pp /
6a
FLORENCE sTRAY1HORN I'
OB 29 PG 124 /
/ CHARLES D. GREEN
QIO = 2.1 CF OB 313 PG 372
YIO = 0.3 FP
o— F z� F O F
/ A --
/ 1308
f f1 /
5SIMMONS
NATHANIEL NEWS
C/0 KATHERINE S. WAY
58
DB 63 PG 44
MELBA J.BRYAK ET AL
08 TG
TRACT Two AC
RO
LEROY WAY. JR.
08 297 PG O7
CREIGHTON R. BARBER. ET AL /
OB 377 PG 613 J, /
NOTE:NO DECK DRAINS
REQUIRED FOR THIS
STRUCTURE
130
/ E''sEUexr
--' F (1304 jr.
F F
F --- /
F F —
F
58 JSFo
VELBA J. BRYAN, ET AL
OB 291 PC 186
\ TRACT TWO
/ F F
PROIECF REFERENCE NO. I SHEET NO.
R -2514D 1 13
RW SHEET NO.
S'3/ SRS 2007 ROADWAY DESIGN HYDRAULICS
`AD ENGINEER ENGINEER
\ PRELIMIN RY PLANS
/ CELIA W. HADDOCK, ESTATE Do NOT URE Po CON9TRUGTION
/ ESTATE FILE 99 -E.9
PERMIT DRAWING
SHEET 27 OF 84
MICHELE 11. STATEN a
. v 08 397 PG 990 \
I i
I /
pp /
6a
FLORENCE sTRAY1HORN I'
OB 29 PG 124 /
/ CHARLES D. GREEN
QIO = 2.1 CF OB 313 PG 372
YIO = 0.3 FP
o— F z� F O F
/ A --
/ 1308
f f1 /
` `63 EARL MBI
CBS
FLAT CAD
I ..
F o �or F F f F F F F — F F
/ NOTE:NO DECK DRAINS
REQUIRED FOR THIS 64
STRUCTURE
JOHN A. M URPHY. ET UX I
DB 193 PG 904
PLAT CAB A SLOE 142 -A
/ I WR.LIAB IIJURPHYAT LTK
/ D3 192 PC 906
I PLAT CAB A SLOE 142 -A
6 0,
� a
ERE V.KENYEAR
09 271 PG 761
l` PLAT CAB A SLOE W2•A
xwm%,�
/ a `
SBG - "SHOULDER BERM GUTTER"
SITE
ej '
/
6 1311
F F
/ Q10 = 4.7 CFS
/ Y10 = 0.6 FPS
5@
CHARLES 0. GREEN
DB 313 PG 372
DENOTES FILL IN
WETLAND
1®
L, j
Lu
UI
Lu
V)
W
4►
® ° DENOTES MEC. (r�ANI,ZED
° a CLEARI
trt �•
`/
SEE SHEET 37 FOR -L- PROFILE
SEE SHEET 53 FOR Y5- PROFILE
SEE SHEETS S-1 THRU S-Z FOR S

_o
N
I
1
4�
VELUA I BRYAN, ET AL
DB 22, PC "
TRACT THREE
TRACT ONE
n
LEROY TTAY' JL
OB 27T PG SIT
2007
/ CELU IT. HADDOCK. ESTATE
/ ESTATE FILE 99 -E -9
MICHELE Al. STATEN
DS 297 PO 990
ERIC L KENYEAR
Do 2D PO 761
` PLAT CAB A SLOE 142 -A
�a
SBG — "SHOULDER BERM GUTTER"
PROJECT
RW SHEET NO.
DWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
PRELIMIN,4RY PLANS
DO NOT USB FOA CONSTRUCTION
Ml
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING ,-vt`�,j,L; J
0, iv
fo
SEE SHEET 37 FOR -L- PROFILE
SEE SHEET 53 FOR -Y5- PROFILE
SEE SHEETS S-1 THRU S-i FOR 5

N
O
uj
Lu
LLJ
�ui
V C
ii
PROJECT REFERENCE NO. SHEET NO.
R -2514D 14
/ K- PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
m ENGINEER ENGINEER
C R
/ H
/ K
K- / OO NOT USB Po CONSTRVCTION
R� s'y SRS 204 %
PERMIT DRAWING
Pc
OEILA 8.1PC sw AL SKEET 30 F 34
oe �I ssc
_ F _ J
— F F
F F �O
DETAIL 'J'
LATERAL BASE DITCH
INetro Sock)
b
Grov 3.J D 3\ liH. A
S eys
I D1 1.5 k.
0- 2
1. =.J Be 1 Ff.
b= 5 Ff.
FROM STA 445 +00 TO STA 446 +50 RT. -L-
CHARLES 0. GREEN
OB 30 PO 272
010 = 3.0 CTS w I \
F ,
/ 010 = 3.9 CFS /
VIO = 0.9 FPS I \
=— F F VIO = 1,1 FPS \
_ _ F — _F F
F /
1I RCP-IV € i F
_ F p'e F F F _ /x * I yf10 0.6 FPSS 2' LATERAL BASE DRCH C C
_ 010 = 2.1 CFS a GRA55 LINED
F F - VIO = 0.3 FPS
D
DETAIL 'U'
FALSE SUMP
(Not to Scale)
Med'on Ditch
9' .I2
cSon Belm4 —.,. -- 201--� GI
S =Ditch Slope G Proposed Ditch
`
W2 PG 92
/ K.
/
\\
SITE
6
l�
Ull
G. N. NOBLE, PER DEED
08 HF PG 20
DENOTES FILL IN
WETLAND
CHARLES 0. GREEN
09 91! PG 272
DENOTES IMPACTS IN
SURFACE WATER
K-
(POND)
* * *
® * ®
* * *
I� p
��Do
\
ilf PG
J
010 = 2.0 CFS
Vlo = 1.0 FPS / K"
�.
AWN
/� \
_ F _ J
— F F
F F �O
DETAIL 'J'
LATERAL BASE DITCH
INetro Sock)
b
Grov 3.J D 3\ liH. A
S eys
I D1 1.5 k.
0- 2
1. =.J Be 1 Ff.
b= 5 Ff.
FROM STA 445 +00 TO STA 446 +50 RT. -L-
CHARLES 0. GREEN
OB 30 PO 272
010 = 3.0 CTS w I \
F ,
/ 010 = 3.9 CFS /
VIO = 0.9 FPS I \
=— F F VIO = 1,1 FPS \
_ _ F — _F F
F /
1I RCP-IV € i F
_ F p'e F F F _ /x * I yf10 0.6 FPSS 2' LATERAL BASE DRCH C C
_ 010 = 2.1 CFS a GRA55 LINED
F F - VIO = 0.3 FPS
D
DETAIL 'U'
FALSE SUMP
(Not to Scale)
Med'on Ditch
9' .I2
cSon Belm4 —.,. -- 201--� GI
S =Ditch Slope G Proposed Ditch
SEE
I
I
I.
to
s®
ui
ui
ui
uj
cn
11 50 0 100 200
�6
/ K.
\\
SITE
6
l�
67
G. N. NOBLE, PER DEED
08 HF PG 20
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
(POND)
* * *
® * ®
* * *
DENOTES MECHANIZED
CLEARING
SEE
I
I
I.
to
s®
ui
ui
ui
uj
cn
11 50 0 100 200

F-
LU
Lu
V)
ui
ui
W
4!'
o
is
�� 1
ITI
Q10 =
M =
- -] F
REFERENCE NO. I SHEET
// 010 = 3.6 CFS \ Q10 3.9 21 p /YIO = 0.9FFP5 / F F VIO = 11 FPS
FS
—F- —( _
/ �•- F T F F
\1. F F Q70 = 0.
_ F \ F \ VIO = 0. P
F F
F F W
\ _ 34—
CNARLESp� WEEN \
00 A3 pG 272 \ /
DETAIL 7
LATERAL BASE DITCH
w
RN/' SH
w
b
rA
w
/
/
�
\
R
R
ROADWAY DESIGN
ENGINEER
a
Slope
I� ��'� Min.D= 1.5 R.
t.°.! B= 2 H.
/ IE
w
!!
FROM 5TA 445 +00 TO STA. 446 +50 RT. -L-
/ IE
/
H
-
/0 /
�
�� � E
83/
/�, _
SRS 2 O~ /
DO NOT U9
//
F
PERMIT
/
K
K. __ewf
DELLA B. ILL. ET AL
•161 PG 361
SHEET
M 2 PG 92
w
/
CHARLES CREEK
\ \
34 — —
— — —
0B 313 PG
/ \
K,
\
— —
— - -�.
e` `34'
DO Ili PG 20
Is
�
PGeOCHORD_
// 010 = 3.6 CFS \ Q10 3.9 21 p /YIO = 0.9FFP5 / F F VIO = 11 FPS
FS
—F- —( _
/ �•- F T F F
\1. F F Q70 = 0.
_ F \ F \ VIO = 0. P
F F
F F W
\ _ 34—
CNARLESp� WEEN \
00 A3 pG 272 \ /
Sv
L
DETAIL 7
LATERAL BASE DITCH
w
(Nam S T.)
w
b
rA
w
�
3.J D 31 1'iN.
a
Slope
I� ��'� Min.D= 1.5 R.
t.°.! B= 2 H.
b= S Ft.
w
!!
FROM 5TA 445 +00 TO STA. 446 +50 RT. -L-
Sv
L
3y
DETAIL 'U'
FALSE SUMP
( Not to Smle)
Medic,
9' 2'
S =D•dch Slope fL Proposed Ditch
Dit< Gre e L Ditch Grade L
0.0% To 2.0% 20' Over 4.0% To
ar o 30' Over 6.0% 50'
—
F/
*'p / Q10 = 1.8 CFS ' LATERAL BASE DfiCH C C
0.6 FPS y GRA55 LINED
SEE DETAIL 'J'
SIT -/(6
l — D. N. NILE, PER DEED /
( OB I17 PG 20
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
(POND)
• • DENOTES MECHANIZED
CLEARING
- "SHOULDER BERM GUTTER" SEE SHEET
SHE NO.
HYDRAULICS
ENGINEER
N RY PLANS
B Po CONSTRUCTION
DRAWING
31 ®F 34
tn
Lu
ui
Ln
Li
ui
0
I 41
I
I
Ell-'
f
100 50 0 100 200

O
N
K
s
S
DETAIL 'J'
LATERAL BASE DITCH
Y. (Nab Smkl
b
s �e
B= 2 H.
b= 5 Ft.
E_
FROM STA 448 +00 TO STA 450 +17 RT. -L-
WRIGHT A. HILL HEIRS
DB MPG 485
PC •A•SLIDE ITS
DETAIL 'L'
LATERAL BASE DITCH
INolb Scoiej
b
D 3� lhl. fill
Sbpe
It
B= 4 R.
b= 5 R.
FROM STA.454 +00 TO STA.456 +60 LT.-CL
FROM STA.456 +60 TO STA.457 +80 LT._
FROM STA.450 +17 TO STA.457 +50 RT.-L-
�f__
TERRY LLOYO.ET LIX
u I / oa 2TB 71/
lW I Pc •A• SLIDIO E ITS
uj
u�q�
VO
®1}
1
00
IP
LLJ
I
J
u
F
I
_F --L—
2 1 a- -�
RCP-7V
PROJECT REFERENCE NO. SHEET NO.
'u' R -25140 15
DETAIL
SHEET NO.
FALSE SUMP I PN/
(Notto Scola) ROADWAY DESIGN HYDRAULICS
Madan Oifdr _ s 2QQ1 ENGINEER ENGINEER
9• 'f121I`- *RlDHT A.HLL HEIRS 8,y S-
awn Eelooj —.rte -- as --.I GI OS SLI E IT NA� J' 1
PC 'A• SLIDE' 5 /
S =Ditch Slop. Ck Proposed Ditch
PRELIMINl RY PLAN
DifC Gr.. L Ditch Grade L / DD NDT V5A F'o corsrxucnoN
0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
er 30' Over 6.0% 50'
E_
10.'LPAL POMFflLWE EASEMENT
PERMIT DRAWING
SHEET 33 OF 34
4' LATERAL BASE DITCH
T
PC •A• SLIDE 175
j
CLAUDIA H. HADDOCK. ET AL
( /
OB 267 PG STS
•A•
/
PC SLR ITS
T
PC •A• SLIDE 175
_
OB 278 PG TID
--
PC •A• SLIDE ITS
4' LATERAL BASE DITCH
GRASS LINED
SEES LIN D
69
G8 CLAIIDIA H. HADDOCK. ET AL
OB 297 PG STB
E
4' L TERAL BASE DITCH
GRA55 UNEO
SEE DETAIL
F F F — —
F F
F
F
TERRY LLOYD. ET LIX
PC •A• SLIDE 175
�--
OB 278 PG TID
--
PC •A• SLIDE ITS
APLOCATIATE /
J
7U
(HISTORIC PROPERTY)
MARY B BROBN
FOSCLE PLANTATION HOUSE RESTORATION
A NORTH CAROLINA NON-PROFIT CORPORATION
08 0 PG 129
DB 97 PO 743
—� PLAT CABINET A SLR %
100 50 1 100 200
Kyly) DENOTES FILL IN
WETLAND
• * DENOTES MECHANIZED
CLEARING
■
BI-
SEE SHEET FOR 38 —L-

m
DETAIL 'J' DETAIL 'L' DETAIL 'U'
LITERAL BASE DITCH LITERAL BASE DITCH FALSE SUMP
Sml.l (N.Iro srdaJ
b b (Not to Scale)
_ Med'on Ditch -
G.0 3.P D ,jA 1'iFf. Gm. 3.2 D 12'
B Min. D= 1.5 H. B Min. D= 1.5 F1. 'I1
B= 2 F. B= 4 F. Cboa Kalov,{- --see— 20' --�I 1
5�
6= 5 H. 6= 5 F. S =Ditch Slope 4 Proposed Ditch
FROM STA 448 +00 TO STA. 450 +77 RT. -L- FROM STA. 454 +00 TO STA 456 +60 LT. 1- Ditch Grade L Ditch Grada l
FROM STA.456 +60 TO STA 457 +80 LT.-L-
0.0% To 2.0% 20' Over 4.0% To
FROM STA. 450 +17 TO STA 457 +50 RT. -L-
V)
I V
uN
a
a
w
a
_ 100 -c— PONERLINE EASE —
BRIGHT A. HILL HERS
OB ISIPC 495
PC "A7 SLIDE ITS
� � 0
- / TERRY LLOYO.ET UN
^ZED r>e
2w pa,'TIB
(— �-A- SLID� ITS
2' LATERAL
r---
7l \
N
-
I
I \
I
N }
a
O N
`D U' 4' LATERAL BASE DITCH
GRASS LINED
� SEE DET L AL's
r-30 /
�r 7,-"�7—�
r-
I IS 2pp1
DT A. 405 P� 8y SR
PC -A-SLOE ITS /
_E
_
RAM SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
W NOT USX PO CONKTRUCTION
PERMIT DRAWING
SHEET 34 OF 84
E
'sue
I j CLAUDIA H. HADDOCK. ET AL
I / OB 297 PC 578
/ PC "A' SLIM ITS
- BASE DITCH
4' LATERAL BASE DITCH
GRASS LINED
SEE DETAIL'L'
-- _
F
'` F
l
F F
F —/— —
F
Lu
ui
X
SEE DETAIL'L' r /�
/ 1 _� -7
CLAIIOA H. HADDOCK. ET AL
TERRY OB are Prof. ET U% PPCC'A YE578 �—
PC A* SLIDE ITS
[- I LOCA MORE
/ 70
(HISTORIC PROPERTY)
MY R. BROW POSCIff PLANTATION HOUSE RESTORATION
A NORTH CAROLINA NO!- PROTIT CORPORATION
DB as PG 129 08 SIT PC 749
PLAT CABINET A SLIDE 96
100 50 0 100 200
N
W Ntll
^g aw
.�Ed ONe
DENOTES FILL IN
WETLAND
* * * * DENOTES MECHANIZED
* * ** * * * CLEARING
I
I
EI VED
OW
SEE SHEET FOR 38 -L- PROFILE
i
C/
\
uj
\
uj
I
V)
I V
uN
a
a
w
a
_ 100 -c— PONERLINE EASE —
BRIGHT A. HILL HERS
OB ISIPC 495
PC "A7 SLIDE ITS
� � 0
- / TERRY LLOYO.ET UN
^ZED r>e
2w pa,'TIB
(— �-A- SLID� ITS
2' LATERAL
r---
7l \
N
-
I
I \
I
N }
a
O N
`D U' 4' LATERAL BASE DITCH
GRASS LINED
� SEE DET L AL's
r-30 /
�r 7,-"�7—�
r-
I IS 2pp1
DT A. 405 P� 8y SR
PC -A-SLOE ITS /
_E
_
RAM SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY PLANS
W NOT USX PO CONKTRUCTION
PERMIT DRAWING
SHEET 34 OF 84
E
'sue
I j CLAUDIA H. HADDOCK. ET AL
I / OB 297 PC 578
/ PC "A' SLIM ITS
- BASE DITCH
4' LATERAL BASE DITCH
GRASS LINED
SEE DETAIL'L'
-- _
F
'` F
l
F F
F —/— —
F
Lu
ui
X
SEE DETAIL'L' r /�
/ 1 _� -7
CLAIIOA H. HADDOCK. ET AL
TERRY OB are Prof. ET U% PPCC'A YE578 �—
PC A* SLIDE ITS
[- I LOCA MORE
/ 70
(HISTORIC PROPERTY)
MY R. BROW POSCIff PLANTATION HOUSE RESTORATION
A NORTH CAROLINA NO!- PROTIT CORPORATION
DB as PG 129 08 SIT PC 749
PLAT CABINET A SLIDE 96
100 50 0 100 200
N
W Ntll
^g aw
.�Ed ONe
DENOTES FILL IN
WETLAND
* * * * DENOTES MECHANIZED
* * ** * * * CLEARING
I
I
EI VED
OW
SEE SHEET FOR 38 -L- PROFILE

Z
O
70
(HISTORIC PROPERTY)
FOSCUE PLANTATION MOUSE RESTORATION
A NORTH CAROLINA NON - PROFIT CORPORATION
08 317 PO 743
PLAT CABINET A SLIDE 96
—0_ _ _ —. — _ \ � /
__ - -_ _ —__ _ —_ _ _ _12_
/ I
I /
• I
I
r
100'CPeL POWER-E EASEaENT
DETAIL 'U'
FALSE SUMP
Not to Scale)
r Medan D'kh
9. II 2,
then lblexj —, �o•-- -.I'°1 GI
S =Ditch Slope (j Proposed Ditch
DETAIL 'NN'
PIPE ODUET CHANNft
(Notro Scoiel
Length= 10 H. N,Ni,N.jEo
d= 2.0 Ft.
Est.= 12 Tons dClass IRip -Rap
��Ic'wlllorjl
O
P
D L
FOSCUE F PROPERTY)
FAMILY LIA EDPARTRSHP,
A NORTH CAROLINA LIMTEO PARTNERSIv
DB 274 PO 895
PLAT CAWT A SLIDE 96A
DLl_ _ _ _. _ _ _ —c _ _ I�
C F7R 9 �
F F F _ F _ F –_ F F F
._ _ _ F_ F F F F — F
100 50 I 100 200
70
FOSCLIE(PLANT TIIONPNROU EE RESTORATION
A NORTH CAROLINA NON- PROFIT CORPORATION
OB 37 PO 743
PLAT CABKT A SLOE %
DENOTES FILL IN
WETLAND
• * ` ` DENOTES MECHANIZED
• ®•* ` @ CLEARING
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F _ F F
F F
F F
Q10 = 3.5 CFS
VIO = 1.1 FPS
PROJECT REFERENCE NO. I SHEET NO.
R -2514D l6
P,W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN RY PLANS
DD NOT VRB PO CON9TRULTION
PERMIT DRAWING
SHEET 36 OF 84
SEE SHEET 38 FOR -L- PROFILE
MR NO'
r �r
SEE SHEET 38 FOR -L- PROFILE

Z
O
70
(HISTORIC PROPERTY)
FOSCIA PLANTATION HOUSE RESTORATION
A NORTH CAROLINA NON- PROFIT CORPORATION
OB 9T PO 743 -
PLAT CABNET A SLOE 96
DETAIL 'U'
FALSE SUMP
(Not to Scale)
Med'.n D'fch _ I
T 9' -sf12' •-
than edmrrl - -rl� 20' —.I GI
S =Ditch Slop. G Proposed Ditch
DETAIL 'NN'
PIPE OUIIET CILWNEL
(N.. Safe)
Wr
cNwN .so
l.nglh= 18 Ft. ty—W)
d= 2.0 Ft.
Est.= 12 Tons of Cl.. I Rip -Rap
SAS
01"
8°j
7, L
FOSCN FAMILYI LII EDPPARTmPERSIaP,
A NORTH CAROLINA LIATED PARTNERSHIP
274 PO B9'S
PLAT C49INET A SLOE 964
SHEET NO,
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DO NOT USE Ml CONSTRUCTION
v �e
100'CPIL PONEHLINE EASEMENT
F-
Lu -
--
_ - - - -- - ------ - - - -a- - - - - -- -
Lu OSTATION /- \�j LLB
— \ F F F F ,_ F ._. F i F F _ F F F F F ._. _ F F ._ / _ f c� (Al F F L F_ ai
.� F
F
® 465 4710 v +
F ` F F F F F F F
_ F F F F
F F . / ! �£1 F \ F Q10 - \�$ CFS C 'B' RIP PAP
F F
N / / YIO = 7.3 1 C E 1 TONS l\ :Ec
1 EST. SY GEOTEgLE
W J / /+.� \ LLB
z L
C NEL z
�, � PIPS END AIL' N'
�V ,kTg, I TI J
(HISTORIC PROPERTY) /
/ FOSCUE PLANTATION HOUSE RESTORATWN
a A NORTH CAROLINA NON-PROFIT CORPORATION /
OB 37 PG 743
1 PLAT CAMT A SLOE 96
DENOTES FILL IN
WETLAND
1°� * DENOTES MECHANIZED
4 CLEARING
GRAPHIC SCALE DENOTES IMPACTS IN
SURFACE WATER
100 50 0 100 200 DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

N
Z
0
H
OC
a
N
M
Iw
ENGINEER
PRELIMIN R-Y PLANS
DO NOT V88 PO CONSTRUCTION
I -F J PERMIT DRAWING
/ SHEET 41 OF 84
L /
-a�- - - - - - - - - - -G- - - - - - - - - - - - - -IG- - - - - - - - -- - - -O/ - - - - - - - - �- - - -
-
-- F - - -- F - - -- F -- F Fs{c sIc
F
'k F
F
F
Q10 = 3.5 CFS CL 'EI' RIP RAP g '
\
Q10
V10
= 3.8 CFS CL 'E
= 1.3 FPS EST.'
V10 = 1.1 FPS EST.1 TONS
GEOTEXTILE N
N \
EST. :
R
N
\
1
PIPE, OUT ET CH NEL.
SkE D AIL ' N'
DENOTES FILL IN
WETLAND
C
• $ +�
DENOTES MECHANIZED
h
0 o a as
CLEARING
GRAPHIC
SCALE
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
50
25 ®
50 100
IMPACTS IN SURFACE WATER

O
C
S
E
I®
LLI
yW ILO'CPAL POMEHINL EASEMENT
m
SITIE
,. a L ___ ___ __ . . . . . . .
uj
F F F
ci
co
01.— 0!
�!
F WA
I F f F
/ W �
69.1 /F\
X @
STEPHEN P. CLARY
PG 787
DO i89 Y8T
flll t I I I
72
STEPHEN P.CLARY
08 289 PG To?
1
1
I
I
� 1
,3 1
_ _ F ` F
F F �,d F - f
,
,
,
,
I
e I
I
I
1
I
01,
SAS
RM1Y SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEE0. I ENGINEER
IPRELIMI! ?JRY PLANS I
DO NOT U96 PO CONSTRUCTION
' PERMIT DRAWING
SHEET 44 OF 84
/ (HISTORIC PROPERTY)
/
"HISTORIC LAMTED PARTNERSHIP,
A NORTH CAROLINA LOOTED PARTNERSHIP
/ 08 2T4 PG 895
PLAY CABNET A SLUE 95A
a�
I �, 61J
100'CPdL PLWEItLIHE EASEMENT \ �
� I
I 9 A9 uj
LLJ
LLJ
F F F F F F F F\ F �O
=�
Wo C4
30,
�a C
�A G 3GI
/ In
F _ _ _
F �� — I
F
F_ _ _ _ — _ _ —dl
F F F F F F f F F F F
DENOTES FILL IN
WETLAND
• DENOTES MECHANIZED
r* * '� CLEARING
� o
71
(HISTORIC PROPERTY)
FOSCUE FAMILY LOOTED PARTNERSHIP.
A NORTH CAROLINA LOOTED PARTNERSHIP
OB 274 PG 899
PLAT CAMT A SLIDE 95A
a
RED, E NED
CIC N 1,1d ili COPY
SEE SHEET 39 FOR -L- PROFILE

PROJECT REFERENCE NO, SHEET NO.
R -25/4D 20
PAY SHEEP NO.
ROADWAY DESIGN HYDRAULICS
\ \ KYERFEA MP
Et15ER COMPANY ENGINEER ENGINEER
FORMERLY BATE LIAR COMPANY �,OD
\\
DOUGLAS C. FURGASON, ET U% � 05 � � S(LS
\08 a99 PG 496
\ \ PLAT CAB. B x109 P6 -� a �'
av&" BOOR c•r PG 475 e 9 PRELIMIN RY PLANS
CONSTRUCTION
\ PERMIT DRAWING
\\ 75 \
73 BRENDA s NtxF�s SHEET 50 F 84•
ESTATE FgE d -E•�
A. FOSTER BORDEAUX. TRUSTEE ROGER A. F6dlkE5 76
ass PG 549 \ \ Fks1 A ° ODOR PO 62
� x� \
Pc an rstoN Pc 6 ip oro� c•T Pc 4TS
.. .. r 11 pip, Lu
\� 00' PWNW EnSEHT /
•R \ 100'[P8L POwEXLW E4EN \ ilYll / /S Lu
GAS 'SATE TblTE 1 E — 0-- ---- --- -- -1— F— — - -- — — — --/
UJI
\
E
- - URIE 20%
0 ® �J [2LF
I \ s NO TE: NO DECK DRAINS Q a :— _>! F F _ F� / N \ / ; �a C \i r REQUIRED FOR THIS \ y P� SIRUCIURE I ELECTC sT
T
0
p� H 2i 4P' 2�' s r \ \ \ i ! •,=°t' °NC / I I ' \ / I
°4� 0V \O \\ e•� SB f I p �yI
-N' Sp oil
1 F F F F' o OB a91PG so � O \ \ _p_ O
F
74 MELBA L METTS \ \ .
F ©
Lu ID
zF F F F f f _ F vs�� \ \\
I F F I 5 I F F
O Q / / NOTE: NO DECK DRAINS
IS
�B •TB �j REQUIRED R THIS
\\ / , / .. .. .. .. .. .. .. .. t1B 161 PC 661 KER 77 i // // STRUCTUREFO
I°-
�� .tote A TWASO / ; 0
A. FOSTER BORDEAU%P TRUSTEE s / / 2!9 PG
Bs Pc
o
PC SLIDE art P / xIDE as4 5s/ /�
j L 2 P
IDG 6
G. Rt011 IS BPG SS ET 11%
g PC IP SLOE 254 PG 53
= CIETAIL'00' STEPHANE S.KEECR
�I PIPE OVRET ciikmm Dill 226 PO 645
®
Nol
DENOTES IMPACTS IN — I. SmM; _ Pt SLOE 234 Pc 53
SURFACE WATER'S
y Len= 12 Ft. (v.&w) ` N C'ESViE
01h
DENOTES TEMPORARY d- 1.0 k.
3 " IMPACTS IN SURFACE WATER
Et. 4Tons of Cleu lRp Rop
E
GRAPHIC SCALE FROM STA. 20 +t TO 50.520 +27 -L-
n DETAIL 'U'
E Z DENOTES FILL IN FALSE SUMP
E *o F (Not to S.I.) C. ROBERT BR0^% E T Lot ` f
WETLAND Med'en Ditch _ 00 196 po 56
100 50 0 100 200 al 2' Pt SLIDE ax PG ss
• DENOTES MECHANIZED ch.13.I.nj --1 201 >I GI
SBG — "SHOULDER BERM GUTTER"
'n CLEARING S =Ditch Slope 4 Proposed ORch SFCB — "SINGLE FACED CONCRETE BARRIER"
DR< Gm e l Ditch Grode L
o.D%
Ewe To 2. 20' Over4,0% To 6.0% 40' SEE SHEET 40 FOR A— PROFILE
S g� er . o 4.M 1 30' Over 6.0% 50' SEE SHEET 53 FOR —Y6— PROFILE

PROJECT REFERENCE NO. SHEET NO
R - SHEET NO.
RW 20
\\ \ ROADWAY DESIGN HYDRAULICS
6'EYERHAEUSER COMPANY ENGINEER ENGINEER
\ - FORMERLY BATE LUMBER COMPANY ryO�1
DOUGLAS C.FURGASON.ET UK 00 IN PC 364 SAS
DO 299 PC 496 NO �\ �\ PLAT CAB.B SLIM 76-90 OTYESbN 602 08 C•T PC 47S �pQ $ PRELIMIN RY PLANS
\ \ \ DO NOT USE FO CONSTRUCTION
PERMIT DRAWING
BRENDA S. HUGHES SHEET 51 OF 84
73 \7 ESTATE FILE O -E -98
A. FOSTER BORDEAUX. TRUSTEE ^\ n ROGE
DMM S 76
OB 2S9 PC 949 'qw BM C -7 PC 473
PC I- SLIDE 272 PC 6 \ _ �0 \
1
y \
E� PAE
6
f \ 3 a \ � \\ Abe \�\ \ �f �/ 1 1 T� . TO
UJI
^'E'^ \ \ \ \\ IOO'CPGL EASEMENT \� I �34 J WA � N\ \ Lu�°
�,�ol/mp \ 1 \ \ ( \� S`6 G I5 TEST \ / / / W 0 \ \ \i \GC 4—� /\ / �6 i \
,.-.Tr.." M'♦ 1 ` \ A P
\ /STATION Tv� S �' /•� / \ \ 3 �' 4
- - -- - c - - -- 1------- - -cam -- c— E
Lu_ -- - > -- - -- -- -k -� -- t -- e- - - - - -- E—
o®0 E . 5 SY GEOTEXTILE F JRIE
Z /6 OO F I ` \ s/ \
0 � - - -� F �F, F F / H �\ \� \ ' NOTE: N�QUIDRED OR THIS ® srRUrn1RE ® "� 15' R -IV / j ( I j ; / / yC l \1 \ �\\ a� 1
® ELECTRIC ) — _ - --
® / a c \
*10 / \i 7 ..F ail N 2%47 2b° °�� \ /� o=°t \ c / 1 / \ / i
IF—
LO
.IV
F F CL W RIP RAP F.. Fin 74
Lu EST.1 TONS F \ / �/ / / / \ \ >•� Lu
EST. 5 SY GE O F RI 2 ..._
F ` F F F F F F r S �F
IPE O 1C NEL • - .. .. .. r / ', .��w\
y 1 I — SFE AIL' O' CHARLES F. pALXER ° [If / /NOTE: NO DECK DRAIN
KI Pc 6e 77 SSTTRUUCTEURFFO�T Is
7T3 / © / / / ° JON A rL AS° j
A. FOB I ALM. TRUSTEE
40E 212 PC 6
v
\ `3R —34— , k� o
e
C.ROBERT BROWK ET UX
— € Do 160 PG 553
9 PC '9- SLR 294 PC 33 DETAIL '00'
STEPHANIE S. XEECR
PIPE OUTLET CHANNEL OB 226 PG 643
d PC t SLR 294 P6 59
(Nol b Smle)
DENOTES IMPACTS IN
SURFACE WATER may° n f/n
Length= 12 H. N.,bw l
DENOTES TEMPORARY Est. =14 Tons ofClaulRpaap
GRAPHIC SCALE IMPACTS IN SURFACE WATER
'p w FROM STA 520 +16 TO STA 520 +27 -L-
A DETAIL 'U'
E *o DENOTES FILL IN (Not 5sroel C. ROBERT SOWN ET uX
WETLAND Medea OR�I _ 06186 PD 906
€ * 100 50 ® 1 00 2 00
2'
��& a94 39
L2 wN Cl,on Belwa 20'—�I GI
DENOTES MECHANIZED s— SBG — "SHOULDER BERM GUTTER"
E R e� a CLEARING 5 =Otld slope fL Pmpased DBch SFCB — "SINGLE FACED CONCRETE BARRIER"
-rnw
Nkomo DRC Gro e L Dilch Grade l
e o.oss Ta z.o% zo overa.ox ro b.o% ao SEE SHEET 40 FOR —L— PROFILE
$ E9 ly,y er 30' over 5.0w 5D• SEE SHEET 53 FOR —Y6— PROFILE
.*** SEE SHEETS S-1 THRU S—? FOR STRUCTURE PLAI

PROJECT REFERENCE NO. SHEET NO.
o R -&W SHE 20
\ PNS SHEET NO.
� ROADWAY DESIGN HYDRAULICS
\ _ 6• ENGINEER ENGINEER
eX�sr Raw \� \`
Ih E /S„ PRELIMIN RY PLANS
DO NOT U58 FO CONSTRUCfION
L \
C� r
PERMIT DRAWING
9�� 100' CP &L POWERLINE EASEMENT SHEET 52 OF 84
\ TB
Aloft \T
GAS TEST
\ \ STATION Tv' v /�
- -- — --- G - - - - — — — — -- - - -12" — — — 05"o' I T E I
-- -- -- \ — — -- E
'8'
EST.1 TONS -- - - - - - -- -- —%
EST. 5 SY GEOTEXTILE F� H URI� 20% \ /
C
—�� - - -- F — F F -- F _ ��
�X ��n BMW I
• °� 15" RCP -IV
ELECTRIC
4GI`�-2-G1/0' BST
cn
Fs I 520 , N 27° 47' 2 °6"
_-
- GR HTR � N
_ r
15" -IV NSF
F ^ m j
F F F _
CL 'B' RIP RAP
ui EST. 1 TONS F _ — — BURIE 20°
EST. 5 SY GE XT — —
_ _ F
- r
PIPE OUT ET C NNEL
DENOTES IMPACTS IN TB SEED TAIL ' O'
SURFACE WATER TB -
-
DENOTES TEMPORARY / .<ZC 2 E
a IMPACTS IN SURFACE WATER
Z F DENOTES FILL IN /
'� 73 I SCALE
Edo WETLAND C -1
A. FOSTER BORDEAUX, T 50 25 ® 50 100
��� ° ° • • DENOTES MECHANIZED
�A • • •• • ° • CLEARING DB 259 PG 349
"" / PC V SLIDE 272 P

z
O
N
O)
(9
N
d!
N
(O
d!
Ll,
NO.
RN! SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
t E
PRELIMINARY PLANS
DO NOT U$6 Po CONSTRUCTION
i - PERMIT DRAWING
SHEET 57 OF 84
�y i ------------- - - - - -- -- - - - - --
BURi�D 1' �0 ` ------------------------------
TB // —�, — 1--- c-- - - - - -- — — — — — — c — — TB
E� 12 - -- — ------ c-- - - - - -- ----- - 1 11
- - - -- --
"D c2D
F — — — F F EST. 5 SY GEOTEAQ
�- - - -�� ---- -- - - -- F - - -- F F - - -- F F F
F �o---- _ - - - - -- HW -
—I
.. m

End Er'.t
­V
DCM-Md`,D C'N

N
Z
K
80
PROGRESS ENERGY
FORMERLY CAROLiNA POWER 6 LIGHT COMPANY
1 RKEVS 270 KY SUBSTATKIN
OS 67 PG 576
08 166 PG 217
1 G - _ p _ _ _ _ _ - _ - _ _ - - G - _ _ - \ \
__ ______v_-\
W
su
VO
I'
in
0
DETAIL 'U'
FALSE SUMP
I Not to Scale)
,g Median DRch _
9' — .I2'
II.- GI
r-5—'
S =Ditch slope 4 Proposed Ditch
- Ea�--
PROJECT REFERENCE
ROADWAY DESIGN HYDRAULICS
O� ENGINEER ENGINEER
�O
SAS
�-
�P� PRELIMIN RY PLANS
DO NdT VSB Po CONSTRUCTION
RUTH S. 770.1
M ORTON
269 9ti
PLAT CA PERMIT DRAWING
CAI LB SL SLOE
SHEET 60 OF 84
2' _ - -__
.. .. .. .. — ____— e�___�—
.. .. .. .. .. _G___�____
81
JACKS W. M7RAYA 83
o80 18 240 PG 419 / RUTHE MT. BLAND
RD 17 PG 56 Do 197 PG 271
PROGRESS ENERGY
FORMERLY CAROLINA POWER A LIGHT COMPANY
E RWMfS 270 KY SMTATIa11
OB GS PG 776
1 Eff, j OA I
DENOTES FILL IN
WETLAND
* * * DENOTES MECHANIZED
* * •* * * * CLEARING
SBG — "SHOULDER BERM GUTTER"
Jim
0
,$1
I
I
RECEIVE
SEE SHEET 41 FOR —L— PROFILE

z
O
N_
o<
0
80
PROGRESS ENERGY
FORMERLY CAROLINA POWER A III COMPANY
ER7EWS 290 RY SUBSTATION )
OB 65 PG 576
OB 166 PG 210
p--------- .---- _e_ - - -\\
2 1
e�
I
0
IN
Ili I 'FIT! 11111 ff
DETAIL 'U'
FALSE SUMP
( Not to Soule)
Median ONch _ II
2' I
9' l
chop e.Iwj 20' GI
S =Ditch Slone ¢ Protwsed Ditch
" WIN
RUTH S.MORTON
DS 269 PG "
PLAT CAB. B SLIDE 9S0•t
81 83
JACKIE W. 11I
80 OB 260 PG 4t9 RUTHE ML BLAND
19 PG 55 OB 69 PG 2W
PROGRESS ENERGY
FORMERLY CAROLINA POWER A LIGHT COMPANY
lR1EM5 290 RY SUBSTATION 1
DO 65 PG 576
I
I Avg o" drA
DENOTES FILL IN
WETLAND
* * * * DENOTES MECHANIZED
* * ** * * * CLEARING
o
O�1
S�
S�
0�
SBG - "SHOULDER BERM GUTTER-
IN
REFERENCE NO.
ENGINEER I ENGINEER
IPRELIMINARY PLANS I
DO NOT USE PO CONSTRUCTION
mm���w�
E
12' -- - - - - --
I®
w
w
w
w
0
I
o
SEE SHEET 41 FOR -L- PROFILE

m DETAIL 'L'
LATERAL BASE DITCH
(N.. x .)
b
Grow 4.1 D I
Slope
B Min. D= 1.5 H.
B= 4 Fl.
b= 5 H.
FROM STA. 564 +85 TO STA. 569 +06 RT. -I-
FALSE SUMP
( Not to Scots)
Median Ditch ,
9 2'I.
Chan Below) zo• GI
. S t
S =D'dch Slope G Proposed Ditch
y�
II
I
V
I I
\ESTATE OF CLENVE L. BROWN
& SEYO" C. BROWN c5T�3°"
@ 08 206 PC IM PC
RUTH Cp8,e®TON — — —G7Z— — c
IL pp E S56•I
c®i
1_u
LU
Im m.,
LUC8. VIORYAN \
08 ITS PC 28Y
F
E
/ I
F6
♦ ©©
� O
84 pp
S. MORTON cb
74 PC bE l50.1 ! L 08 LE P BRYAN
PC 22
1-
W 100 50 0 100 200
d >�
I modem
S E. U*
9 •Ec(ats
PROJECT REFERENCE NO. SHEEF NO.
° R -2514HE 23
RhY SHEET NO.
I/ �e II _ ,�36\ ROADWAY DESIGN HYDRAULICS
I136 ENGINEER ENGINEER
yl
LA
1e05E5 ST R
de 9! PG 790 ) ,9 \ / ,lei .. — --� _ — _ —•G— �� �G \
PRELIMIN RY PLANS
DO NOT U96 PO CONSTRUCCION
I'� fLECTRL ;2.G _ _JP PERMI DRAWING
to
co
- SHEET 64 OF 84
L CATHODIC PROiEC�ION � \ / .
,� �`' I •� � � I / \ �36; _1 SAS
"ITE 18 (( \ FAMILY OUTREACH NORD OF DELIMERANM MMWSTRIES.RHC. I \\ \ L L. 0 WS
II a OB 299 PC T� W / _K 'O SLR 27
\ E E
F F E F E E � f —E
II — w
F —F F F F — — — f ._ uj
F F F _
_ F F F _ 9A
F F
_ F F � F f
F _
ui
Iui
ELVMZ2 � I
F
5 +
\ 4� 2G1 FS
r to
GI GI
15- RCP4v
F F TF F F F F UJI
Jc 0 I N 4' LATERAL BASE DITCH / \\ _z
\ / LINED
SEE EE DE DETAIL 'L' // \
It
0sw 3lE 09• / FA4RY OUT�ACT>rgORD ERANCE �STR IES. W_
11 9 JOSEPH L. MEADOWS
_ 00 N PO 620
\ B o PC 'B' SLOE 2T
F7j DENOTES FILL IN
WETLAND
* * * * DENOTES MECHANIZED
* $ * CLEARING
RECDVED
lo,
SEE SHEET 42 FOR —L— PROFILE
SEE SHEET 54 FOR Y7— PROFILE
SEE SHEET 55 FOR Y8A— PROFILE

L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

\ 4i'
J
97 r-
® AARON L.MALLARDAY UX
® OB 02 PO OST ,
/
c
TO. ..
NOTE: NO DECK DRAINS
CHORD ST UUCTURE THIS \
__F _ f WORK ACCESS N /
m
VIO = 3.0 FF
a'
.SITE/ 23
i
£I
98
MACON AND JDyCE DUINCAN
TRUSTEES OF THE DUNCAN REVOCABLE TRUST
08 26" PD tae
PC F SLIDE 162 H
2' BASE
END GRADE \\
STANDARD 'rDITCH —L— STA. 623 +35.00
LINED
SEE SS DETAIL W LINED
GRASS NOTE:DECK DRAINS REQUIRED
APPROX.2 CY ODE FROM STA 623 +90 TO STA. 624 +3B RT. -L- 97
FROM STA. 625 +70 TO STA 626 +18 RT. -L-
o AARON L. MALLARD. ET Lot
RI 06 02 PO 051
DETAIL 'A' DETAIL 'o'
LATERAL GRASSED SWALE LATERAL GRASSED SWALE CC
s (Nutt. Soule) INot to Smle)
c b b
N. W.1 �— FILL NeNml f._ FILL
Ground D L5F7, SLOPF Ground D 1 iFL SLOPE
Min. D= 1.5 Ft. Min. � � Min. D= 1.5 Fr. y
t."+J B= 4 Ft. ' °-' B= 2 Ft.
oN 6= 5 F. b 5 Ft.
b
� d+ FROM STA 627 +15 TO STA 627 +50 RT. -L- FROM STA 15 +25 TO STA 18 +05 RT. YIORPA-
3 �
In DETAIL 'R' DETAIL 'U'
STANDARD M DITCH FALSE SUMP
E m IN.I io Smbl (Not to Soule)
Z _ Med'e— _D'tch _
GI
E O
Mn. D= VA0. tS_.
-L- STA 623 +20 RT. S =DBdi Slope 4 Proposed DBch
PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
0�
ti
�' PRELIMIN RY PLANS
fl, DO NOT USB PO CONeTRUCFION
C.
PO
PERMIT DRAWING
SHEET 80 OF 84
®DENOTES
TEMPORARY
2G1
Z
FILL IN WETLAND
'RCP -IV 2G1
v
— --F—
F F
C � ti
- OTCB
-
DENOTES HAND
tj
,
9II
LU ® C%4
®�
r L �_
T
F
_m
Ce
�.
-
r
- - - --
-PLUG
SCALE
m
RETAIN —/ "\ I
—i
RETAIN
/ II
- - - -_ --
R FILL W/
II FLOWABLE FILL
-- - -
tr F B
�' 1
RETAIN DI
=T 1 —T -� —
- -J— —
G�i!
i
�—
A Ell
-T
V s 0
—L IS' HDPE / ,Y- ,
It
IFLOWaiLE FILL
—_ - - - - -- —_ _ - - -- _—
I
V O
ILA
Lu
C// ~
- - - - -- 1
/ O ----- -
/
- - - -- REraN
—
Md
To Z
<
- - -- --
�
TONS
_ - -2GI -
\ 15' RCP 4Y 15' RC
-
lif
n
J
\
F F
LLJ
COLLAR AND ND
q10 \701SfS FS
2GI/
VID
END GRADE \\
STANDARD 'rDITCH —L— STA. 623 +35.00
LINED
SEE SS DETAIL W LINED
GRASS NOTE:DECK DRAINS REQUIRED
APPROX.2 CY ODE FROM STA 623 +90 TO STA. 624 +3B RT. -L- 97
FROM STA. 625 +70 TO STA 626 +18 RT. -L-
o AARON L. MALLARD. ET Lot
RI 06 02 PO 051
DETAIL 'A' DETAIL 'o'
LATERAL GRASSED SWALE LATERAL GRASSED SWALE CC
s (Nutt. Soule) INot to Smle)
c b b
N. W.1 �— FILL NeNml f._ FILL
Ground D L5F7, SLOPF Ground D 1 iFL SLOPE
Min. D= 1.5 Ft. Min. � � Min. D= 1.5 Fr. y
t."+J B= 4 Ft. ' °-' B= 2 Ft.
oN 6= 5 F. b 5 Ft.
b
� d+ FROM STA 627 +15 TO STA 627 +50 RT. -L- FROM STA 15 +25 TO STA 18 +05 RT. YIORPA-
3 �
In DETAIL 'R' DETAIL 'U'
STANDARD M DITCH FALSE SUMP
E m IN.I io Smbl (Not to Soule)
Z _ Med'e— _D'tch _
GI
E O
Mn. D= VA0. tS_.
-L- STA 623 +20 RT. S =DBdi Slope 4 Proposed DBch
PAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
0�
ti
�' PRELIMIN RY PLANS
fl, DO NOT USB PO CONeTRUCFION
C.
PO
PERMIT DRAWING
SHEET 80 OF 84
RK *AC SS'
MACON AND JOYCE DUNCAN
TRUSTEES OF THE OUNCAN REVOCABLE TRUST ( l
•4'BASE LATERAL GRASSED SWALE / DB 2360 PC es V
H : 1 SEEDETAIL'A' , PC F SLIDE 162 N
TO .. TO
®DENOTES
TEMPORARY
FILL IN WETLAND
•.J,.• /
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
�� « •
DENOTES MECHANIZED
DENOTES HAND
tj
CLEARING
LLJ
CLEARING
F
I:
'
I
i
ui
GRAPHIC
SCALE
_
- F
100
50 0
100 200
- -RETAIN - - -- - - -- -- - - - -- --
u5 /fHV I!
—_ - - - - -- —_ _ - - -- _—
V O
—D! - - - -- - - - -- ---- - - - - -- --
-------------------------- us Mri n
<
---------------------
�
- - - - --
V)
J
�.
LLJ
RK *AC SS'
MACON AND JOYCE DUNCAN
TRUSTEES OF THE OUNCAN REVOCABLE TRUST ( l
•4'BASE LATERAL GRASSED SWALE / DB 2360 PC es V
H : 1 SEEDETAIL'A' , PC F SLIDE 162 N
TO .. TO
SBG — "SHOULDER BERM GUTTER"
P s
SEE SHEET 44 FOR —L— PROFILE
SEE SHEET 58 FOR — YIORPA— PROFILE
SEE SHEETS S-1 THRU S—t' FOR STRUCTURE PLANS
®DENOTES
TEMPORARY
FILL IN WETLAND
•.J,.• /
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
�� « •
DENOTES MECHANIZED
DENOTES HAND
+ •
CLEARING
CLEARING
I:
'
I
i
GRAPHIC
SCALE
:
100
50 0
100 200
I 1
SBG — "SHOULDER BERM GUTTER"
P s
SEE SHEET 44 FOR —L— PROFILE
SEE SHEET 58 FOR — YIORPA— PROFILE
SEE SHEETS S-1 THRU S—t' FOR STRUCTURE PLANS

i
0
l
® \ AARON L. MALLARD. ET U% \ \ \
® \
00 IV / \�� SHEET 81 OF 84
I ' AND JOYCE DUNCAN
No
z • -, N L _ �j /' �\ �\ tRUSTEES OFC TXE DUNCAM REVOCABLE TRUST
NI - 'd8 2364 PO ell L _
— —. — --
TB: � ,m / � �c F SLOE 162 X � � � bf� .• /
'v` 1
R1qf, 4 :NQ DEPK DRAINS )ems
ESUIRED FOR TH
IS / J
P® tw Cii RD STRUCTURE ) /j / /, // / . / / l �'` -. 24.x- J / .i / .•� N
WORK ACCES ' N /I
® \ = 30TP5 9130 2 BASE SEE DETGRASCSSED SWAL 1 „I.T / \` Lu
/i
2GI `?0 _. _ f =_
_
� ce
9 RETAIN ey PLUG & FILL W US IAPY O
Z " {'= L RETAIN �\ / / lI ( ( l y II —_ - -- FLOWABLE FILL RETAIN --- - - - - -- •� -- - - - - --
N 46— -- RkTATN DI `I /
i5'
b— HDPE / FLOWAB FILL. IS' HOPE _
- -- __ - ----------- - - - - -- _
- - - - -- �6 -G RETAIN —40 US NM',!
uj— — —2 - -- — — -36— — — — — — — — -- _ - - - - --
_ _ _ — — 38—
—
36— —
1 59 N TTY —\-T5. I — — - --D� -- 34— - — — — � _ 34— — — �
336 _ III 3 m \ \ _ — PS� —-'O -� -F —sr x-32\
— — 3 @oL[AC —
Wns RCP IV -24
Lu
W R�C'A , f Z
MACON AND) DLNCAN
f LW.
T"TEES OF THE REVOCABLE TRUST
�- -� �✓ I 1 \\\ / J I' S
00 4' BASFI.IATERAL GRASSED AIE� / /.. / PC TIDE
PC
62 X
SEE DETAIL 'A' /
}� ` END GRADE ` 1 \ �� TB TB / I I w / ' , /
/ ASS 9CDITCH -L- STA. 623 +35.00
GRASS UNED , NOTE: DECK DRAINS REQUIRED
SEE / APPROX.2 CYDD� FROM STA-623+90 TO STA.624 +38 RT. -V- �\
-- FROM STA. 625 +70 TO STA. 626 +18 R�- % \\ �� j / / DENOTES TEMPORARY
tie / AARON /i.MALLA%.ET�wI Z/. .. FILL IN WETLAND
DETAIL A DETAIL 'Q' ; ��g''.. J� //. DENOTES EXCAVATION F DENOTES FILL IN
LATERAL GRASSED SWALE LATERAL GRASSED SWAIE .✓ ® IN WETLAND WETLAND
(Notto Scale) (Not to Scale) jam/
Noturol w._ FILL Nofuroi r- DLL
Ground ;) D I. , SLOPE Ground •P D I• , SLOPE //� � �� �� • DENOTES MECHANIZED DENOTES HAND
e I Bin. 4 =H 1.5 k. I p I 8 -n 2 ff.l•5 fL (( \ 9 : tit CLEARING CLEARING
It-.l b= 5 Ff. 1�.1 b= 5 Ft.
FROM STA 627 +15 TO STA 627 +50 RT.-L- FROM STA-15+25 TO STA 18 +05 RT. YIORPA-
DETAIL 'R' DETAIL 'U' \rte ) ` 11� I ' GRAPHIC SCALE
STANDARD N DITCH FALSE SUMP / I •L
INwro sal.) INot to Scale) .tiYO )N
1 _ Medi 111:1:1 _
N
9.
Clore eeloWj --er— 2a'' --�i cl 100 50 0 100 200
Min.D= c.
-L- STA 623 +20 RT. S =Ditch Slope 4 Propoud Ditch I/ /
DBch Gm e L Oifch Grade L / /I)y
v— 2.0% i 20' Over4.0% To 6.0% 40' N / SEE SHEET 44 FOR -L- PROFILE
r 2.571, 10 30' 1 Over 6.0% 50 ti' m , ! I SEE SHEET 58 FOR -YIORPA- PROFILE
SBG - "SHOULDER BERM GUTTER" SEE SHEETS S-1 THRU S-i FOR STRUCTURE PLANS
PROJECT REFERENCE NO. SHEET NO.
R -25140 1 27
PAY SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
O^
ryo
ti
Ya
PRELIMIN
DD NO'f OSB Po
RY PLANS
CONSTRUCTION
404'
2
PERXAIT nDAWING
® \ AARON L. MALLARD. ET U% \ \ \
® \
00 IV / \�� SHEET 81 OF 84
I ' AND JOYCE DUNCAN
No
z • -, N L _ �j /' �\ �\ tRUSTEES OFC TXE DUNCAM REVOCABLE TRUST
NI - 'd8 2364 PO ell L _
— —. — --
TB: � ,m / � �c F SLOE 162 X � � � bf� .• /
'v` 1
R1qf, 4 :NQ DEPK DRAINS )ems
ESUIRED FOR TH
IS / J
P® tw Cii RD STRUCTURE ) /j / /, // / . / / l �'` -. 24.x- J / .i / .•� N
WORK ACCES ' N /I
® \ = 30TP5 9130 2 BASE SEE DETGRASCSSED SWAL 1 „I.T / \` Lu
/i
2GI `?0 _. _ f =_
_
� ce
9 RETAIN ey PLUG & FILL W US IAPY O
Z " {'= L RETAIN �\ / / lI ( ( l y II —_ - -- FLOWABLE FILL RETAIN --- - - - - -- •� -- - - - - --
N 46— -- RkTATN DI `I /
i5'
b— HDPE / FLOWAB FILL. IS' HOPE _
- -- __ - ----------- - - - - -- _
- - - - -- �6 -G RETAIN —40 US NM',!
uj— — —2 - -- — — -36— — — — — — — — -- _ - - - - --
_ _ _ — — 38—
—
36— —
1 59 N TTY —\-T5. I — — - --D� -- 34— - — — — � _ 34— — — �
336 _ III 3 m \ \ _ — PS� —-'O -� -F —sr x-32\
— — 3 @oL[AC —
Wns RCP IV -24
Lu
W R�C'A , f Z
MACON AND) DLNCAN
f LW.
T"TEES OF THE REVOCABLE TRUST
�- -� �✓ I 1 \\\ / J I' S
00 4' BASFI.IATERAL GRASSED AIE� / /.. / PC TIDE
PC
62 X
SEE DETAIL 'A' /
}� ` END GRADE ` 1 \ �� TB TB / I I w / ' , /
/ ASS 9CDITCH -L- STA. 623 +35.00
GRASS UNED , NOTE: DECK DRAINS REQUIRED
SEE / APPROX.2 CYDD� FROM STA-623+90 TO STA.624 +38 RT. -V- �\
-- FROM STA. 625 +70 TO STA. 626 +18 R�- % \\ �� j / / DENOTES TEMPORARY
tie / AARON /i.MALLA%.ET�wI Z/. .. FILL IN WETLAND
DETAIL A DETAIL 'Q' ; ��g''.. J� //. DENOTES EXCAVATION F DENOTES FILL IN
LATERAL GRASSED SWALE LATERAL GRASSED SWAIE .✓ ® IN WETLAND WETLAND
(Notto Scale) (Not to Scale) jam/
Noturol w._ FILL Nofuroi r- DLL
Ground ;) D I. , SLOPE Ground •P D I• , SLOPE //� � �� �� • DENOTES MECHANIZED DENOTES HAND
e I Bin. 4 =H 1.5 k. I p I 8 -n 2 ff.l•5 fL (( \ 9 : tit CLEARING CLEARING
It-.l b= 5 Ff. 1�.1 b= 5 Ft.
FROM STA 627 +15 TO STA 627 +50 RT.-L- FROM STA-15+25 TO STA 18 +05 RT. YIORPA-
DETAIL 'R' DETAIL 'U' \rte ) ` 11� I ' GRAPHIC SCALE
STANDARD N DITCH FALSE SUMP / I •L
INwro sal.) INot to Scale) .tiYO )N
1 _ Medi 111:1:1 _
N
9.
Clore eeloWj --er— 2a'' --�i cl 100 50 0 100 200
Min.D= c.
-L- STA 623 +20 RT. S =Ditch Slope 4 Propoud Ditch I/ /
DBch Gm e L Oifch Grade L / /I)y
v— 2.0% i 20' Over4.0% To 6.0% 40' N / SEE SHEET 44 FOR -L- PROFILE
r 2.571, 10 30' 1 Over 6.0% 50 ti' m , ! I SEE SHEET 58 FOR -YIORPA- PROFILE
SBG - "SHOULDER BERM GUTTER" SEE SHEETS S-1 THRU S-i FOR STRUCTURE PLANS

■ ■ ■ ■ ■ ■ ■■ ■ ■ ■
■■ ■ ■e
■■■■■■■■■■■■I1
2E �
' MIN42
■■■■■
■■■■
■
MEMO
�
■■eee■eeeeeeee
■■ee
■e■■
■eee
■eeeeeeeeee
-■
•
ENGINEER
■
■■
■■i
■�
®•
■�
ENGINEER
�■
■
■■■■
■
■ee
■
■
■
■
■■ee
eeeee
■
■
■
■
■
■■■
■
■
■
■■■
■ee■
■eee
■
■ ■
■■
eeeeeeeeee
■■eee■
eee
■eeeeeeeese■eeeeeeeeeeeeeeeeeee
�■�e�■�■■■
wee
eee■■■■■■■■
e�■■■
see■■e■
■eeeeeee■e■e■�■�■�_____.
■ee■eeee
■■
■
■■■es
■■
eee■
eee■■■
eeee■
©eeeeee
■e■e■ee�nTr�■■
�■���.�..�
■eee■■e■■■■■e
■
■■
eee
■
■eeee■■■■■eeeeee■■■■■■e��
■■�■■
�■■ea■■■■e■■■■■■■s■e�a�,
-. -
eee■
e■
■
■e■■■■■■■■��
■
■��e■e■■■ee■■■■■�
es■■e■■■■■■■ee■■■gl
e11PR■■■■■■■■■■e■■■e
■
22m
■■■■■■■e■■■mm
,
Brie■■
ee■■
e■■
e■
■eeeeeeeeeeeee■ee■■■■eee■r���e�
eeee■
■ee■■■�
■e■
■e■■�'
■■eeee
Now
■=...
.
--
-
wee....
■
■
■
■■�e
■ee�eeeieee■■■ee■■
■■■■■■■■■
■■■■e
■
■
■=1
■SQ
■lJL'lSll':L
■��m-
..
i
IV
a
�eeeee■e■■e■■
■e■■■e■eeee
■
■
■-
--
■
■
■e►e■■r■■�ie
■■■e■■■■e■■i
eee■■■eee■■■eeeeeeee
■■
eeeeeeeeee
■
■
■===
eeee■■eeee■■■■�
�■■eee■ee■■ee■eee■ee
eee
■■eee■■■eeeeeeeeee■■ee■e■e
■
■■
■■ems
■
■■e■■■■■■■■■■■
eee■■■■
ee■
e■■
eeeeeeeeeeeeeeeee
MEN
■■■■e■e■■■e.
■eee■
eee■
eee■
eeeee■
eeeeeeeeeee
■■eeeeeeeeeeeeee■■eeeee■■■�
�e■e■■
■■■■ee■e■■■■■
ees■■■
ee
■eee■e■■■■e■eeeeeee■■■
■e
■�
■�
■��
10
.11
12
13
14 15 16
17
18
19
20
21
22
23 24
■
■■■
eeeee■■
e■■
e■■■■
ee
e■■
ee
ee
■e
ENE
e■■■e■■■■■■■■■■■■ePelve■m
■eee■■■■
eeee■■■■■
eee■■■■■■■
■■■■■■e■■■■■e■e■■■■■■■■owUlA
&m=
.■■■■e■■
eee■■■■■
eee■
e■■■■
ee
■
■ee
■ee■■
■■e■■e■■■ee■■e■■e■■�e�
M■
e■��e�■
eee■■■■■■■■■
ee
■�
■
■■
■
■
■e�
■
■ee�e■■■�■�■�■�■�■��
Me■■e■■■■eeee■e■eeeeee■e■ee
■
■■
eee■
■e■eeeeeee■ee■■ee
■
■.
■■■
tee■
■e
■■
eeeeee■
eeeeeee■
eeeee■
a
■■ee■
■■e■■■eee■■ee■�e■ee■e■►WWI
�■
eee
■e■
■
■
■
■■eeeeeeeeeeeeeee�
eeee
■eeeeeeeeeee■■e■
■
■■ee���
■■■■■■■■■■
i■■■■■■■■■
■■ee■■e■efit
�
■N■■■■■■■■■e■e■ENN■■
a
■
■
■e■
■eeeee■
■■■■■■■■■
■■■■■■■
eee■■■■
■
■
■eee!��!_..■■�
■■■■■■■�
■e■■■
■■eeee■■■■■■■ee
■■aee
eee
■e■e
■
■w
■■■eee■■eee■■■■
ME
ME
E.�
mmmlmr
■
■■0
roam■■■■■■■■
■■■■■■■■■■■
■m`
-
-_
.
!■
■�
■
■
■�
■eeeee
■�e■
eee
■
■
■
■■
eee
■
■
■
■�■■■■■■■
■■■■
■t
NONE
■E1®■■!�
OM■■■■■■■■■■■■■■■■■■■
■
■e
■e
■ee
■
■
■
■
■
■
■
■
■
■
■
■
■ee■�■e■■■■
a
■
■�
�■e
■�■■ee■e
■�■
eee■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■ee■■ne■ee■■emm
m■■■■■■■■■■■
L�■■■■■■■■■■■
s■■
■■■■■■■■
■■■■
■■■■■■■■e■■�.��.,.�
m
ENE
■
Ayy■■■■■
eeUi■■■■
e■
■■e■■■■■e■e■■■■■■
■■■■■■■e■■■■
-e
■■�!�
-■■■
Pt�i■■■■■■■
U�U■■■■■■■■■■■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■e
■
■
■
■
■e
■
■1'T:'-
wi■■■■
a■■
e■■
eeL■■■■■
e■■■■■■■
■■■■■a■■ee■■■e■■ee■■■e■■®�eemmm
24
25
26
27
28 29 30
31
32
33
34
35
36
37 38

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
302 +50 to 303 +50 -L-
48" RCP -IV
0.01
<0.01
218
31
Bank Stabilization
16
2
329 +50 to 331 +50 -L-
36" RCP -IV
2.49
0.05
17 +00 to 18 +48.13
- Y3RPA-
17+00 to 19 +00
- Y3RPD-
3
372 +50 to 374 +50 -L-
Dual Bridges
<0.01
<0.01
0.07
0.66
17 +51 to 22 +00
2@ 8'X8' RCBC
0.08
0.02
<0.01
0.01
5
50
-DRV3-
11 +50 to 12 +50
-DRV4-
4
389 +02 to 399 +75 -L-
Dual Bridges
0.76
0.06
0.06
0.12
1.19
48" RCP-IV-
5
432 +00 to 434 +00 -L-
36" RCP -IV
0.86
0.05
6
437 +00 to 446 +00 -L-
1.60
0.13
0.03
TOTALS: 5.79 0.06 0.06 0.44 1.84 0.04 0.01 239:00 81.00 0.00
Site 2 is a total take, and all of the wetland has been accounted for, including the wetland that
is outside of the ROW.
There is permanent fill in wetlands at sites 3 and 4 due to the piles for the proposed bridges. NC DEPARTMENT OF TRANSPORTATION
Also, there is temporary fill in wetlands at sites 3 and 4 due to the piles for the work bridges. DIVISION OF HIGHWAYS
The pile areas are too small to show in the permit drawings, but they have been accounted for
in the wetland summary. JONES COUNTY
WBS - 34442.1.1 (R- 2514D)
SHEET 1 of 4 5/2912014

� UP, t .V ,
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
7
458 +02 to 458 +33 -L-
<0.01
0.01
8
463 +00 to 463 +50 -L-
0.23
0.02
9
473 +00 to 475 +00 -L-
54" RCP -IV
0.54
0.06
0.05
<0.01
196
20
Bank Stabilization
18
10
476 +50 to 480 +00 -L-
36" RCP -IV
0.38
0.02
11
490 +50 to 496 +00 -L-
36" RCP -IV
0.96
0.09
12
504 +00 to 506 +00 -L-
36" RCP -IV
0.31
0.06
13
520 +07 to 520 +23 -L-
36" RCP -IV
0.01
<0.01
0.01
<0.01
230
21
Bank Stabilization
12
14
527 +50 to 529 +50 -L-
0.34
TOTALS: 2.77 0.00 0.00 0.26 0.00 0.06 <0.01 456.00 41.00 0.00
Site 7 includes 0.25 Ac. permanent fill to a pond.
Site 8 includes a total take of the remaining 0.05 Ac. of wetland to the right of the roadway. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442. 1.1 (R- 2514D)
I Revised 3131/05 SHEET 2 of 4 5/29/2014
� UP, t .V ,

33 s <7 jrefi ,
WETLAND PERMIT IMPACT SUMMARY
WETLARID IMPACTS SURFACE WATER IMPACTS
Station
(From /To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
and
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
ite
io.
15
530 +12 to 531 +75 -L-
78" RCP -IV
0.03
0.02
0.06
<0.01
2
27
Bank Stabilization
26 6
16
535 +00 to 536 +67 -L-
42" RCP -IV
0.01
<0.01
282
21
Bank Stabilization
14
E
17
548 +16 to 552 +75
36" RCP -IV
1.39
0.16
18
562 +00 to 563 +00 -L-
18" RCP -IV
0.58
0.10
11 +00 to 13 +50 -Y8A-
584 +00 to 588 +00 -L-
36" RCP -IV
1.35
0.20
19
33 +50 to 35 +00 -YSA-
591 +50 to 592 +50 -L-
36" RCP -IV
0.30
0.06
20
41 +00 to 41 +50 -Y8A-
608 +00 to 612 +50 -L-
1.58
0.01
0.03
0.06
644
21
26 +00 to 30 +00 -Y10-
0.00
0.01
0.57
0.00 j
0.13
<0.01
1258
48
0
5.23
DTALS:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442. 1.1 (R- 2514D)
SHEET 3 of 4 5 29 2014
33 s <7 jrefi ,

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
22
26 +07 to 26 +67
0.02
- Y10RPA-
23
19 +00 to 20 +00
BRIDGE
<0.01
0.01
0.17
- Y10RPA-
Bank Stabilization
624 +49 to 625 +64
BRIDGE
0.02
-L-
627+15 to 627 +40
Grassed Swale
<0.01
0.01
0.02
-L-
TOTALS:
0.02
0.00
0:01
0.03
0.18
0.00
0.00
0.00
0.00
0.00
OVERALL PROJECT TOTALS: 13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00
Structure @ Sta. 18 +43 to 20 +43 - Y10RPA-
- 15ft2 permanent impacts
- 3000 ft2 temporary impacts
Strucure @ Sta. 623 +81 to 626 +31 -L-
- 70ft2 permanent impacts
- 3900 ft2 temporary impacts
Revised 3/31/05
ECE ED

C
L
N
a
0
w
L
4-
t
7
C0
v
N
of
Ul
J
}
L
L
0
z
a
C
U)
C
E
L
0)
a
w
z
C
L
N
•
a
9
r;
f
See Suet f -A For Index of Sheets
See Suet f -B For Conventloml Symbols
sP.�tE $TA'R p4o14(,T 4B64R106 N4 �N6
STATE OF NORTH CAI[$®I[ INA Utility Permit Drawing N.C. R -25149 E`®
DIVISION OF HIGHWAYS Sheet! �����
®�— 34442.1.3 FE
Elm
91
N
Q
*DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K FACTORS AND STOPPING SIGHT DISTANCE ( —Y2— & —Y3 —)
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THIS IS A FULL CONTROLLED ACCESS PROJECT WITH ACCESS AS SHOWN ON PLANS,
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
yon
a�
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Y Office of:
Prepnred in the
r HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
ADT 2015 = 6800 vpd
10 25 0 50 1Qo
ADT 2035 = 15900 vpd
DHV = 7 %
LENGTH ROADWAY OF TIP PROJECT R -2514B = 3.906 MILES
i000 Dr„ Raleigh MC, s�s�o
UCA NS
2012 STANDARD SPEC<1lCATTGNS
PLANS
D = 65 %
LENGTH STRUCTURE OF TIP PROJECT R -25148 = 0.250 MILES
P.E.
25
T = 7 0� a
RIGHT OF WAY DATE:
JAMES A. SPEER, PE
id Q 50 �QO
V = 70 MPH
TTST =4% DUAL =3%
TOTAL LENGTH OF TIP PROJECT R -2514B = 4.156 MILES
DECEMBER 17, 2013
ROADWAY DESIGN
ENGINEER
PRCVECT ENG"E"
PROFILE (HORIZONTAL)
FUNC CLASS = FREEWAY
LETTING DATE.
JOHN LANSFORD, PE
PROJECT DESIGN ENGINEER
0 5 Q 10 �0
STATEWIDE TIER
A,
JUNE 16, 2015
P.E.
srcNAruRa
_
PROFILE (VERTICAL)
Qg idOppy
4 Z
e 9'
ca
o
iAAi1 ® @��aQ

PROJECT REFERENCE NO. SHEET NO.
R-25148 U E-02
DETAIL A DETAIL B DETAIL WW SHEET NO.
'V
SPECIAL LATERAL 'D[TCH DETAIL ROADWAY DESIGN HYDRAULICS
LATERAL 'V` DITCH SPECIAL LATERAL WE DITCH MEDAISI H Utility Permit Drawing ENGINEER ENGINEER
I No 1. 3'.1.) IN., 1. 4.1.1 (N.I.
70 of
RN Sheet o2 q
Fill 3I.P. hL .—d D D - �01
Mln. D-1.5 FT. LBj hkfn,0-1,5 FT. ... .. ..........
6-5 FT. B=5 FT.
Min. 0 -VAR. 4, STA 11 +50 TO 14 + 85
-L- STA. 15+15 TO 19+00 RT. -L- STA. 74 +85 TO 15 +00 eo'f"ZA'
-L- STA.I4 +45 TO 17+80 LT -L- STA. 19+00 TO 21+50 RT, ODE-289 CY
BEGIN STATE PROJECT R-2514B -L POT STA. 12+00.00 / lb
IQ REVISED 07-15-2014
- _w
-L- POT Sto. /0*00,00
;1 SEa/Al' GRADE -L- STA.15P45,00 ��/
PROP, JjG TEL, LINE
;R wEYERRAEUSER CO. BL- 10
+00.00 -L- DS 311D PO 245 +50.00,-
10 +00.00 -L- TIE SLOPE TO Do 302T Pr, 6W .1
98.06, �t. TOP OF PIPE ,
PG 26 98.00' Lt. +
100, SPECIAL LATERAL 'VDITCH TIE TO cq
13 x�, TAPER SEE DETAIL . L . A.. DITCH. CN
z Wi 'T
__7 ---------- �� �5 . . . ......
0 t I- TAPER =DUCT tvA-155 A RES. INNERD)JjZT
7
.11•r
EX 'uNM�T 'm
- - - - - - - - - - T NERIICT 3 �_
r -
- - - - - - - - -- - - - - - - -
U
L NNEROLCT
MEDIAN 'V' DITCH
--W--TO JACKSONVILLE SEE DETAIL AA
T 100,
35D' E __5 Q WI_ TAFER -f- 94 p
u1j
+ P
AFAIN U N� IL19LJ:;* I REMOVE
1"s VE'
40'_ LIAR
100, F F F
A CiiDl LL!
�C .4D
(T _x 48'C Ralaln
PARTIAL TIO c -71C i,�l 'EX19T..
RECORD IN AMA N X Rlw I-I u4u
x DEPICTED F FIELD .1 STIGATION dio E_ '�.%-FM TO Pk C'L REaAR 5 ®i
CL RIP RAP -7 TONS 0 SEE DETAIL B
AND UP' Y OWNE NIT CT SLATERAL'
ole TIE SLOPE TO SPECIAL LATERAL 5' BASE DITCH P IN 0
+00.00 -L- TOP OF PIPE SEE DETAIL C 3 TONS 0 OTEXTILE-22 BY �6 c6 1 1 �j -
X 9T.88' Rt. + JONAL14ANMTO.
Ds 31 po 792
GEOTEXTILE=11 Do 341 , CO
108. 1" 310 PC 245
115-00'Rt- 0 1
a i I I I TIE TO EX,
+00 N CLA M 7 PG 660
ro Ex 1 .08', zti 4
DITCH DITCH
c�
W
TONS
BY
L RAF- 7
E.T'E_LE 22
+00
1 .08' .
ISDAD
8ST A ssr
cli DECK II I
DC"^VC AM DCCCT t
AND vi
C:
c
BEGIN CONSTRUCTION
-L- POT STA. // *50.00
I
,I C•°1
Oy
Fy
APPROX. 120' EXIST FENCE
Pk N 11,111011 r
P,
RONNIE L. ADAMS
D5 40PO $07
08 755 PC 734
D8 1227 PC 306
CIS 2" PO 64
NO CLAIM
A
GTD DENOTES 'GRADE TO DRAIN'
SEE SHEET 24 FOR -L-- PROFILE
L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -

I
PROJECT REFERENCE NO. SHEET NO.
R- 25148 UE -03
I
RhY SHEET NO.
Utility Permit Drawing ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
Sheet of 9
DETAIL D Ep TAIL E DETAIL F
LATERAL BASE DITCH LATERAL BASE DITCH
(Rm b sml.I I NOW s.WJ STANDARD 'V' DITCH ... ... .
h (Nol b S,alxi Q
A.
Gmun 3y 1'A•I. NI Geu Jy ry•1 tA1. FIII N I mL 4�
I D lleW D SIaM mood .� Ground Gj .
:04.'.: 107' is QS& '': @ORaC0Y3FKLfCr70PI;'.:i =i�
I I Mh 0 -1.5 FT. 1. I AUn. D -VAR, 'J D
I.°+! B -4 Fr. 1�•! 8 =] FT. MIn.D -1.5 FT. r�
b -5 FT. b =5 FT..
-I- STA. 24 +51 TO 25 +89 LT., DDE =175 CY -L- STA. 28 +87 TO 45 +58 RT., DOE -895 CY _L_ STA 23 +93 LT., ODE -4 CY �o
-L- STA. 32 +50 LT., DDE -31 CY
REVISED 07.15.2014
I '
I
I
I
I p
1
WEYERRA USER Co. PG DO 310 PO 245
Do
I { L43 2 PPG 650
26 L
BEGIN PROP. FULL C/A TREE FARM
1 +40.85 -L- TREE FARM I
+65.00 -L-
68.09', STANDARD N' DITCH LATERAL 4' BASE DITCH 100.00" +(7. 0 -L-
® 113.00' Lt. SEE DETAIL F SEE DETAIL D 113.00', Lt. +30.0Q -L I
® CL B RIP RAP-1 Tors +70.00 5.00' Lt. PROP. 0/H POWE , i 1 00', II5.0D' Lt. TREE FARM -BL- 12
ceoIP RAP -7 BY ND PROP. FULL r/A & CATV LINES 115.00' 4.
®Be in Pro TIE TO +04.00 -L-
BEGIN PROP. PARTIAL C/A STANDARD 'V'DITCH D
Fence DITCH' ° B . ' L -BL- II PROP, U/G TEL. LINE SEE DETAIL F
BMI2 EL.= 45.38' I i
BL STA.28 +06
TIE TO EX. CL B NP AAP -2 TONS PDE L 5 . 33 +30, 113' LT -
GFOTEXTILE -7 SY
_ °
-� - -- - - - - -- _ - 1x ANM-A earutlLFts1!Aa.udx . wvtatt -tl un..alLSasa _.,. urv.ux eae wLlnalcdlY lV� LDr.U�aVY YIn c Vi
_ F�eER am
INNFAOUC.T -\ INSJ NO F --F- f- — - --F- -- - --F- — - f- - — C � - _ _ _ O T FO -- ---- - - - - -- - - - - - -- i 0 iT0 1
_i —____ _ - - - _____
________L_ y
�I :F
Lei RCP I/5 !/ ZJ'EtST Ln `iF PARTIAL RECORD INFORM 1n N N 4W®
N DEPICTED FROM FEW INVESTIGATION p 4 o
N
MOVE O 4M® AND UTILITY OWNER CONTACT 4 PS
nl ai:i5:
L1.!
I N 3GI 5O 4'PS
®y N ABAY ED RR Bfd CSX — — — —� — — — — — .- — — — — J — — — — — — — — — — — — — — — — — — %Z SdJ/%BAV RR — — — — — — — — — -
I LLI _ - -- _ -- -- _ _ _ - -- - N
°g 1 t
Too F f F F F f F f L!a
LJJ R (3 ��Prop. WW Fence er R rop. Fence
48' WW ISRW )( PARTIAL 0.ECRD INFORNATION
n p W R/ u0u � WEYERHAEUSER CO. DETAND TROM OWNS I CONTA ATIO
,T a 1 W 300 PC 245 SEE RETAIL I E DITCH AND urlLlrr OWNER caxracr
I m Q fl Q f? 2 { 4 i} t0 { +40.79F -L- 1 NO 3027 O M 650
10o.00'Rt. 1 PROP. 4 W.L
'u F BEGIN PROP. PARTIAL CIA I O
I a F BEGIN PROP. WW FENCE I TREE FARM
Ld TREE FARM
U) TREE FARM
I v
L
I �
I m
I �
l()
I �
I m
I n
I u
I -D
I o
I
C
I � \
n.
I �
E
m
I i
I
Z
rn �
C
I NN
I C
C O �
I � s
O „
I ai
SEE SHEET 24 FOR -L- PROF /LE
I of SEE SHEET 2 -A FOR MEDIAN TURN DETAIL
I F
CONCRETE ISLAND
I
I
I

- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I P
PROJECT REFERENCE NO, I SHEET NO,
R -25146 UE -04
DETAIL EE DETAIL D
I LATERAL BASE DITCH LATERAL BASE DITCH
I (NN Io Scal4 IHA to SwMj
h h
Grovnd D 7•�, FlII Ground ,�•� 1A, Rif
sl D »
I � MIn.O -VAX °o' B Mln. D -
1.i FT. sla
I
6-3 FT, 11-4 FT.
h-5 FT., 4 -5 FT.
4, STA, 28 +87 TO 45 +58 RT., ODE-895 CY -4- STA.44 +64 TO 53 +44 LT., DDE -1123 CY
R'YI SHEET NO.
ROADWAY DESIGN HYDRAULICS
Utility Permit Drawing ENGINEER ENGINEER
Sheet 9- of--L-
.
,10 ':;; oo;rwsr vsarron ?eati!sTRScriecz!�g �;:
I
I
I
�
�QQ
I
REVISED 07- 15.2014
I _
I
I
I
O
a'
i
I
i
I
PROP. U/0 TEL.
9
1
O
dEYERHAEUSER CO.
LINE M 310 PG 245 PROP, 0/H POWE
DB 3027 PG 650 -L- SC Sto. 42 +11.4! & CATV LINES
us 2 p 26 1
'B
yr
I
I
Z
0
�
- 13
TREE FARM -L- TS Sta. 40 +1l.4/ f
rl
+11.41 -L- +56.00
'
100'00,' +11.41 -L- +11.41 -L- I 115:
115.00' Lt. 115.00' Lt. 00.00' Lt• I 00
0.00'
PROP. 12" W. L
PU
I +30.00
-L- 142.00'
TREE FARM I
L
Lt.
-B 14 TIE TO EX.
DITCH RLkGe
-L- +52.00 -L-
Lt. 142.00' Lt.
ERAL 4'BASE DITCH
EE DETAIL D
U8
TREE FARM
STIE To
CL E RIP RAP -1 TO
GEOT
.�. + +
I
I
I
F
rROr
REMOVE
18 P _.35a'LC
Ld.I i
60
z
24r
ACCESS
POINT
�
C EGIN PROF.
- fiUE Rif
F F F reor olx ra unr to oix ran rwr om •©uBAAiPs
F F F
p F _ F _ F F
N 49' 04'
___� n -- M _� - TH 3
FB 2GI _i.L �DI
o M
F
--` "' ai4"
50'
060
CL a III RAP -1 oN E E E
+11.41
F �._�_i F
_
060
2GI -0
r ursTxc
BR _ I 8K WA
C4 • A
N
1 >�
_
wx 11
Q ��
_ -�
in
F do o
'a '
- -•.c_' "�
��'_�a -� {ij
-- �•
E
W
�- - s
-
I
I
a
I
I
i
END P
ROP, +92.00
+ARTIAL UA 100,00' Rt,
100.00' Begin Wyy
m Rt.
Wyy Fence
°
m
N
Z
a
t
-L-
GEOTEXTILE -5 sY 100.00' Rt.
30.00 -L- +11.41 L- 1000 ' Rt
Fence TREE FARM 100.00' Rt.
��1RIIERAL 3' BASE DITCH
106.00' S£I•DETAIL E
PROP, 4" W.L END PROP. PARTIAL UA
BEGIN PROP. FULL U
+47.00 -L-
O
WEYERHAEUSER Cd. rop. /W
+90.00 -L-
he 22�PO 26 650 145.00',Rt.
Pls Sta 41 +4475
�Iss
- -�� AO5
✓
� I p
/p �' I De
m I
+10.00 -L- p - f\f I
I t. TIE To Ex a I BEGIN
ITCH � 1I I I FU
+70.00 -L- / I 1 q + 8.
I tInd WW FAce a I
PROP. 1f 1 Begin j0.OQ
FULL UK
+08,00 -L- 4 ( g as co "c
0. t.Q I
I o ISBKD
u `L
-L-
P1 Sto 5511 PIS Ste 67+9636
ASSIrrER �
49PG 5m ; K +60.00
Ili
PROP.
-L-
w FenEND ©
q 0 0 q
+ _
r
R� P. FULL UA
BEGIN PROP. PARTIAL C/A
-L OBLITERATE IX
100.00', DITCH
00' Rt.
+
oaF3 IaaEO ET AL
RtAeDO 102 MATTOCKS
D8 1029 PG 481
64 = P25 56.6°
q - 3504' 44B -(LT1 es = P25' 56.8'
m
Ls = 200.010'
0 = P25' 56.6° Ls = X10.00 -
N 49V5' I'
~'a'E'
%
LT = 133.34`
L = 2,5/8.80` LT = /33.34'
--- ---�
I
z
ST = 66,67`
T = 1,30273' ST = 66.67'
4,OX W
I
SE = 0.04
1
C
�NPN
1
0
SEE SHEETS 24 -25 FOR -L- PROFILE
-y
SEE SHEET 2 -A FOR MEDIAN TURN DETAIL
i
N
CONCRETE ISLAND
I
F-y
6-n
I
I•
L- - - - - - -
r.
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

I
I
PROJECT REFERENCE N0. SHEET NO.
I
I � .
i DETAIL D DETAIL
LATERAL BASE DITCH DETAIL F SPECIAL LATERAL 'V' DITCH
INO1. Qcab) STANDARD 'Y'DITCH [Now 3ro1.)
b INo $wll
c,.vna D ? 1
M. NII Lis Min. D -1.5 FT. alOF° roan q, D Ormond cmund I.J D t 9np.
B °4 FT, MIn, D -1.5 FT.
b -S FT.
I -L- STA.44 +64 TO 53 +44 LT., DDE -1123 CY -YIA- STA. 10 +53 TO 16 +66 RT., DDE =669 Cy 7+ D -YAA
I - A- STA.110 +85 TO 113 +300 RT.
2015 Y1 R'W SHEET NO. __
2135 P @iR1It DC�WIi Ig ROADWAY DESIGN HYDRAULIC3
jIN H
PROPOSED US 17 e 4 CJ" o f ENGINEER ENGINEER
Q. 32� "'1 t 77 7 L
159 47 Z 114
E*IIITI_itT3P32ti
::; i:=.La I1gT R56,`BOA-CO4SR &UFL10L -
EXIST, US 17 7.00
I PROP. OJH POWE O 49
I 6 CATV LTNEB [- P`
BMIS EL,= 45.65' PROP, U/O TEL. LINE P/Sto 55+•/434 REVISED 07/ 1014
WEYERHAEUSER 31aEU5ER Co. T Iq5, +3 .00 - -
I BL TA. .0 - +33 p = 04 448' (LT) p0 3a PG 245 155.00' Rt. I 0'.
L STA.50 +66,2'LT 153.00' Rt.
I D = f25' 566 DD 3027 PG 650
`� L = 2,5/8.80' u0 2 PG -L= POO STA,58 +77.28 NLW At "AL
®
LATERAL 4' BASE DRC t� T = 1,30273` +10.00 -L- -Y/- f0 / JONES-ONSLOW
- ® SEE DETAIL Dg 4 REM R = 4,000.00 10000'' EMC POWER NEW
® CL B RIP RAP -1 T + SE = 0(14 125.00' Lt.
GEOTEXTILE =5 TIE TO IX, 1 1115.0 . � +7
40 Pro . yy�, F orccH 115.00, � 1 00' Lt. _- --- PUE Pro
ante 07 X30.00 Lt. PAR IAL PUE �- PUE -PUE
S�� NEW BEGIN PUE ante
I � d � P ._-- ---- -- PUE- -" -��J� u P _---
�_ CL B RIP RAP-1 TON F
F _ _ NM' v Qj GEOTEXTILE -5 SY F �- 0,
I +P F F Pr . WW Fence F P 70 P - f - - 10' P� �
e.9 - -- -c- e
4' PS
I y, o
W� r FS 2G1 REM Q © a ° °• o o v.�
I �F
0701 ?� scl - - . 8 _ 70 2GI + � 0001p 1
1 P
0'
+70 - - A � E� 70 c €1
I + \ TAPE c o rR FAR4 ? 00' Rt. ,,.� ? Q 50'
R o rn 100'TAPER
e p f - - f} Lr P Pent
\_ 156.15' Rt. 50, 5 ' RT TURN LANE
I F F S� 100.00' Rt. 65 R p p� 5 ta.8 + .00
F `F F I p .Sta,62 +06,00 -L-
�° -1 RTI L 1 +50.00 -L- Q uvnw v.uw..
F 121• t. BEGIPI FULL UA A' 125.00' Rt. +75.00r N EMC POWER
* -Yl- PC TI%,l0fl7.20 +50.00 -YI-
/� mp A' 61.77' Lt. -L-
I \ + 00 -L- 140.0
Ili. t. PS m +69.00 -YI
- -BL2- 2 EXISTING
+33.00 -YI 30.00' Lt. 12 ,� •
157.00' Rt.
I F CO. 30.00' Rt. F +30.00 -YI-
516.603 SQ FT
I OBLI7ERAT IX. �\ PG 245 o d
DITCH f�,Q50 PUF +29.00 - +I 0 -YI-
D ,� 219 = 0.012 ACRES
PROP. 4" W.L +45.00 -YIA- F �s P�Op U p P +95.00 tYl- 65 00' Lt. 113 SITE 4 �t
\t -Y /A- POT Sta. 18t46& 40.00', `\ End 45.00 L Bepin C/A 110
Cl Begln WW Fence
I 53.06' Lt. /Nry� End WW Fan, +17.00 -YI- L 0 1TEYERHnEUSER CO.
" r e.
+17.00 30.00' Lt. I OB 3R7 245
ta.57 +40 -Lj0.0o'Rt. o p
W _ Pa.° F +42.00 -YI- I 08 30TT PD 650
+40.00 -Y Ls
BEGlN W /DEN /NG 30.00', p 74.00 t. I p
I AN R /N 40.00'. c fro,
-Y /A- POT St0.16¢40A0 53.(x' L / \ _ e(i� -Yt- POC st". I
(C /L Cut- Oe -SGa of 17'.000.00 -YIA-) n F -YEA- PoT Sto, I €S
I 3762.671 SO FT +42.00 - - ° 1 +6s. 1 -�
= 0.09 ACRES oo'' F ' o',
x SITE 3 40.00' Lt. q� p -
BEG /N RESURFACIN c °.e "4 - 17 + �YI-
O NAa OrrOEq SAL -YIA- to. /3f50DD �\ \ q a ` 3 .Oq t. o \ " +F �. 130.00' Lt.
I W29 PC r4 -YIA- �ey� E F 7�q \ `- - 1 -Yl PT $t &67,64
0.00' Lt. ono"' ^\ e -
I - -Y /A- -Yl- F e app / c
P/ to /0¢95.62 PI Sto 13¢82.20 +I .77 -YIA- +50. 1n- �� F ENO.G13N$T to l f
A = 59'0/'37.8°(RT1 p = 64°48'494'(LTl Qe ,Sp Lt. poE ,n '��? p goo ____ /
D 570 44.8° D = 9' 57' 521 � " "DOheo � / •/ C \\ ,fo � °� /� + I - 1
C L= 103.02` L= 650.45' s l
a T = 56.61` T ° 365D0' SPECIAL LATERAL N' DITCH / \ Y 30.Od',
R 575
= = (10 SEE DETALA 7 /
+42. -YIA- YIA
R /00017
SE = 0.02 SE 006 O Lt. Lt / 60. c �� ��\\ F �� tp �/
I i TODD DEXTER WILLLAM$ \ + 0' "
D8 M PG T5T 1
PROP. PAVEMENT REMOVAL u 4 N D 2 2A I Q
i -- -Y /A- PT Std. #+42D4 tL1 g €} °O \ \
m CONCRETE ISLAND r N L -YIA- PC $to. /Ot39.01 4% � \
I m nm
OEPICTEDAFROUC FORD M°VES7iOATION \ �,v, ". •��9'a�p 'Y \\
I SEE SHEET 25 FOR -L- PROFILE AND UTILITY OWNER CONTACT / SPECIAL LATERAL N' DI
I Q/ SEE SHEET 32 FOR -YI- PROFILE H // ! l rs J sEE DEraa a +07 Y = \ D C'
I Pm SEE SHEET 35 FOR -YIA- PROFILE p '�YDO 310 PC 245 nu, Rt.
b -
a De 3027 PG 650 TREE FARM +67.64
SEE SHEET 2 -A FOR MEDIAN TURN DETAIL 2
I g > 30.00' Rt. 00
p n 57, � icy o' Rt.
I
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -

Utility Permit Drawing
I
P 13 DETAIL I d w PROJECT REFERENCE NO. SHEET NO.
TOE PROTECTION
I ROBERT LEROY & JOYCE R PA MER (N. le s,el.1 CIy` 3 � 2HLINE SHEET UE- � Y s� NO. __ -_
SPECLLL Y�
C8 2SY3 PG 298 F, SEE DETAJL A �Iy ILA- ; I / S ••�- C 07 ROADWAY DESIGN HYDRAULICS
TZ Prop. U 1'6 / F 50100 ENGINEER ENGINEER
+4 .0 -Y2A- d + -Y A- -Y2A - P �SZ 277 +31.00 -Y A- o / 1 \ \
-t.s Pr.
I Prop. D -5 FT, ceaealk 53.00' Rt. ? C
I Type .rune,- CL B RIP PAP N + Y NEW I
P P +32.77 -Y2A- E - Y2A -
SPECIAL CUT OITCH -Y2A,- STA. 25 +00 TO 25 +50 LT.+ 7 Y - 37. 0' Rt. KT. see DlraL H 2A DE
-R
( / w
roi s;gis` nPvc;F�iiroS:;
- S
E- --- -E H305• REMOVE I REVISED 07115-2014
���� „19 � TERAL 'Y' DITLIA• .
-
I 20` 46.6' W _ - - - - - e. 16 SEE DETAIL L za•ss. +4
^' / Y PARKER, ET UX
125.00' Lt. 145.0 lt.
I a t NEW J ERT� ��PC 52 1 SEE DEETAI MBASE DITCH
eylff- Pro 8 H"' n° LLp 1;; PG`B.5
C C - -.C- -- �. C _ SEE DETAIL HDRCH ! - p, Sl+ F.]
enCe ROBERT LEROY & JOYCE RPARKER _`
- Prot 13 DB zsr3 Pc 290 c c 3 s, c 17 -
OE PROTECTION 1720 t C C ' C Gj� ;I �3gs SETH 0. LS
SEE DETAIL I SPECLAL LATERAL' DITCH --- -_ ~- - -Ci C
C C - G - C - C SEEFOETAIL A ` +��00 -L- Y / C BTRIIPP RAP91 TON
' i '- SEE DETAIL HDITCH F - F� "H' F 1707 F LATERAL N'OITCH NEW AERIAL -a _`_ `_ / �•E o Tog PG pA4RUS+a�• 15 .5 E
C t 125.00' L }'. \0.EMOVE _ 21 PG 201 3 3
GRAU 350 7" SEE DETAIL l EMCEPOWERLOW s o o' \ � - m. 8.�g � $ 9,;•9 s 7104
Be , rid
4
l 1N, P Con.. Bearer y _ _ f } 10 $
I �' GI -D 701 ©� - • , l -L- PAC Ste. //6107.49 w �
O '� Asa, Itt v 1
I ® 6PS NUATOR TYPE P B-77 ENUATOR G +
® +- �NC410R TYPE 8-77 • TYP 8-77 A 4' PS
6 P®
Ln k BEGIN SBG ills / 4' P 1103 F
I 7777 V Brid • �p
-I- STA, 108 +08 RT. GI END SBG +1 -0 - ta. 2 + In �4
I L0 �8 2G1 CAT-1 -L- Sv tto +70 RT. 125" 0' Rt s °e/ o
CL B RIP RAP -1 TON 1102
I ® 1 1108 F - GEO' ILE -5 SY a <
P- Grwu 350 rLa y RE +50.00 -L-
J6'• -� _ F P F 111e IF F - �- II CL I RIP RAP -17 TONSF Ur DITCH C B R� RAP_i 1 �BG / 125.00' Rt. ,s
C F GEOTEXnIE -2B SY J5.
CL B RIP RAP =7 TON C ---• +86. 0 O 7 f(g
[sy � \ 1EOTEXTILE =5 SY 1116 C O , WW Fence I t, 1106 tl C �SPECIA.L CUT DITCH
-LATERAL 'Y DITCH 2G / T' SEE DETAIL N
I
Pro o. F CL B RIP RAP -1 TON SEE DETAIL L +6
.� GEOTEXTILE =5 SY .0 t. /F 1105 N7 C \ Pro
-.� PROP. U /t3 TEL. LINE f O / / _ Fa, 23 +45,59 C� i /� N,32°,nce
k EI
P1Sto l9+ _Pl Sta.26 +31.42 e9 / RT LfAOr & JOYCE R FATHER ° d 3'E
= 2539 8 2143.8'(LT) v RoeE D8 2373 PG 295 2 p F // C
I D 2 43' 421x �,°� o
L / - I®
T= 47833` T =/8 6' F
R = 2JOO.00` R = ,Z11 ` \ PROP. 0/H POWE
I SE = 04 SE � 0.04 / T t I 51.72 -Y2C- & CAN LINES 14 �F c
I RO 96` ROx- 96` �g�q -L- PAC $10.111+ TIE TO PROPOSED ° 14 / / / �?
-Y2C- Y2A- \ 35/57`Rt DITCH +48.00 -Y2C= ITT / / / 42.87 -Y2D- -Y2
I -L- P1 Sta 16 +347 t>$ ssr PG _ _ w 'Rt.
I P/ Sla 109 +56.52 kP/ Sto 12+90A4 p = 81171S1(R7) \ / \ 47.00' Rt. 65 t N a n /p + -Y 30.0
0 = /3' 3r 33.6' (RT) / MOVE / , 37.00' t. `Y20- PT Sta.15+42,87
D = 0 34 551 � = 49' 49` 3-99 (RT) D = 32 44 25.6' RETAIN. -,/� � ro 9, +98.00
Y2C- iArEau / / �
D = 76 23' 39T L = 24828 m �� P/ Sta n+05.45
L = 232414 2a r3aJ 63.0 t. SEE DET IL / / / / +17 Y2 + 38.0 ' T. -Y20-
L = 65.22' T = /5023` o e tti4 +48,00 -Y2C- p = 89 /7582 (LT)
R = 945A0 T = 3483` R = 175A0 0 �. F 47.00' Rt. / /
SE = OA25 R = 75.0(Y SE = A4 /a �` c + l F / / I -Y2D- PC Sta. 12+9521 D = 63.39` 43P
SE = NC RO = 60' \ c 1 Pr W +0 Y2- / L =14027
DETAIL M PELAII l sr.c NEW I .o / / c/Y o� uI +95.21 -Y2D- R =889,
s '� / 30.00' Rt. 90O()
I SPECIAL CUT BASE DITCH LATERAL NDITCH rt0 k Cy 7 •i ti / C SE = 42
(Nara swi-1
e / y 15 RO = See Plans
BM5 /EL.= 4/.4g' FARMS. INC.
Owed 1 OF y ,C 6 EEPT
D nee �",H, nep. c y F : 3: / -EYA- STA 3l +26�'
D -2.5 FT. Min. D -VAR +48.00 -Y2C- 3i, ' . l F -Y2- STA De 709 PG 104 -Y2D -.
2519672'LT ea z,PC za PI Ste 14 +4490
47.00' Lt. 1113 ° / SPECIAL CUT DITCH
SLOE a -229
C 1 SEE DETAIL H = SrOS /O9 0T)
-L- STA 117 +50 TO 136 +50 LT. -L- STA 110+40 TO 111 +50 LT., DOE -299 CY + -Y2 - F \ F \ 3 / r +56.81 -Y2D- = 32.44`25.6'
y
-Ir STA 110 +58 TO 112 +00 RT., DOE-401 CY ° 247.66"
I DETAIL H Y2- STA.18 +25 TO 21 +00 LT., DDE -152 CY 60.0 ' Lt. l \ 1105 / / T 149,69'
-Y2- STA 23 +72 TO 27 +14 RT., DDE -524 CY ' ;n y f 1117 -Y2 •. PT ta. /1+56'81 R = !15.00`
SPECIAL CUT DITCH -Y2- STA, 76 +50 TO 21 +41 RT. DDE -563 CY NEW AERIAL L / -
INe11e Seek) Y2- STA. 28 +18 TO 29 +13 R7<, DDE -26 CY +48,00 -Y2C E* rh", / +47 -Y2D- SE _ .04
Pnnl - Y2C - STA, 10+89 TO 71 +50 RT., DOE-69 CY'^�0 - -F / ` / 40.00' t. }� _
DHah 30.00', llCii
47.00' Lt.
Z p e nep. DETAIL N SEE DETAIL C -
Mi.. D -VAL SPECIAL CUR DITCH +08.00 " Rt.
PROP, 12" W.L
I � (Nelm awml a to'� -/ c +77.00 -Y2D -
� 1.2 30.00' Lt. '
° -L- STA 111 +50 TO 715 +50 LT. oIa, +00. 0 -Y - GB�pRIP AAP -5 S / - �R 30.00' Rt.
C 4, STA 172 +D0 TO 115 +00 FIT. ere.ia vw elep. DUSTIN J. CANESTORP, ET UX rOp• U +75.(JV '- P. T / 12 P`3 "5to. t0 +6.54 _v­
° - Y2A - STA,25+00 77 TO 28+00 RT. D
d -Y2C- STA, 11+77 TO 12 +42 RT. AUn,D -VM, DB 2590 PC JS .00' Lt 117 N / Cs_ Y -
-Y2D- STA. 10 +50 TO 12+00 T,
L
Y20. STA. STA L
10 +69 TO 12 +50 LT. I SM PC C %3 r Z / Ste 2 +79 6 Y2- Q
I -L^ STA, 177 +50 TO 138 +00 RT.
' -Y2- PT Sta 29 +13.53 a
I w SPECIAL LATERAL LLASE DITCH DETAIL A
(Nam swl.) SPECIAL LATERAL N' DITCH
m
Sbpa FlA
I � Ground p } 3 A Slap.
cm �,�
L°.1 M,,. D -1.5 FT. °nw1 J D
I B -4 FT.
-� - Y2A - STA.17 +35 TO 18 +86 RT. M!n. D -YAK
I
Q m -Y2- STA 27 +83 TO 28 +50 LT.
°� - Y2A- STA19 +00 TO 22 +00 FIT,
_M A- VA 10a.nn TA 171nn IT
/
+13.53 -Y2- /
56.00' Lt.
SPECIAL 4nli L N' DRCH
GTD = GRADE TOO DRAIN S®, ®®
sEE L A
SBG = SHOULDER BERM GUTTER
SEE SHEET 27 FOR -L- PROFILE
SEE SHEETS 32 -33 FOR -Y2- PROFILE
SEE SHEET 33 FOR -Y2A- PROFILE
SEE SHEET 35 FOR -Y2C- PROFILE
SEE SHEET 36 FOR -Y2D- PROFILE
I SEE SHEETS S- THRU S- FOR STRUCTURE PLANS
SEE SHEET 2 -G FOR BRIDGE DETAIL TRAFFIC DIAGRAM FOR -L- AND -Y2-
I
L_ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

I
I
P PROJECT REFERENCE NO. SHEET NO.
i I I UE-07
IEXISTT „_ , �3vW SH _-
DETAIL L � 6? 65 p9F _y2_ 7 t / 10 DES SHEET NO.
DETAIL H LATERAL N' DITCH ~i I I X ROADWAY DESIGN HYDRAULICS
I SPECIAL CUT DITCH AL I ' DI ENGINEER ENGINEER
NO CLAIM
(Nolte s..l.) Pro:a S Q
DENWS W. ER
7 DS 638 PC 002
I n��.t s °ilea ar.una 1
fill Z O I I
I D Mtn. D -VAR. 5� I \ ';PSI I7#ILt7kRY =PI7
Min.D -VAR. 6 =5 FT. '00
$� _oiiisr.':_use aQa;; ous ?i f ............. :_;_
I
I -Y2- STA.12 +86.33 TO 14 +50 LT -Y2- STA 15 +28.43 TO 15 +50 LT., DDE =11 CY 1 w X
-Y2A- STA,11 +56.52 TO 13 +00 RT 42- STA. 15 +50 TO 16 +38 LT., DDE -43 CY
I -Y2A- STA. 12 +00 TO 12 +50 LT. -Y2- STA, 16 +50 TO 21 +41 RT., 0 DE -563 CY
-Y2E- STA 11 +50 TO 14 +50 RT. -Y2- STA, 18 +25 TO 21 +00 LT„ ODE =152 CY
I -Y2&. STA. 11 +50 TO 14 +50 LT. -Y28- STA 10 +50 TO 12 +50 LT., DDE -103 CY IyyS - rR
DETAIL D DETAIL A O 1� I +45.49 -
v LATERAL BASE DITCH SPECIAL LATERAL N' DITCH 30 0, \ REVISED 07.15 -2014
(Nat fa feab) INOW &.1.) � ESTATE FILE 03E -154 Iq � � •w•E I
De 285 PC 292
os 2 >G T o , I
NEN6
fAf. FIII n NEW J I I J ° ° Fill +00.0 Y2- D . 1; I
1 1 ¢�I
a a a Utility Permit Dr
awing °-d u.
Win. D -1.5 FT.
B.4 FT. 5 a
n 5 Fr. 70.00' R t. L J Sheet- of Nrl.D-Vra
-Y2- STA. 14 +00 TO 14 +58 RT., DOE CY BEGIN GY)NST,
-Y2- STA. 15 +27 TO id +50 RT. -Y2E- STA: 10 +50 TO 11 +50 RT. „•, - - A•/ +00.00 -Y2-
-Y2E- STA 70 +50 TO 11 +50 LT. I G W 30.00',0 F.-
DETAIL Y DETAIL X Q3 1 w
I STANDARD BASE DITCH I H o `^- +48.00' Lt. S I
SPECIAL CUT BASE DITCH 1
(Noll scald (Nelm sml.) C 1
RE F
Gmund mound
I D D Ate, of +72.00 -Y2- 1 - -
I roan F slap - 105
B � �� t• 1 6 _
I Min.O -1.5 FT. 1.=d B-4 FT. FT. 4N �j*
Nlnsn f b < d.0' B -4 Ff. B -4 FT. c�E'�R� AERIAL CL B RIP RAP- TO S C Q O -Y-
-Y2A- STA 12 +20 LT. PI eta 10 +54.67 P/ Ste 14+00!7
-Y2- STA. 12 +50 TO 74 +00 RT. dES- ONSLOW GEOTEXTILE 0 N 1
\ 0 POWER 9Z T SEE DETAIL HDe A 0 = 76° 397 (RTl D = 76'23'397' (RTl
-Y2B- I f�. I I I 44.98 t. w o T- 50-08' T= 29,
I SPECIAL CUT 4' B I H I
PI Ste 10+62.40 SEE DETAIL I 11 - Y2E - PC Sta. 10 +28J5 7
= 6 = 80.05' 18A' 64TJ
+90.00 2 R = 75,W SE _NCB
o D = /90 59 03.4° \ Ii I i a a a SE =See Plans
L = 4193• t'
I T = 2521' N, I +40.00 -Y2E -
R = 30�, a goZJ LATERAL 4' BASE DITCH I 30.00' Lt. -Y2E- PT Sta. /0 +79J3
SE = NC \ JSF sE f{tygjy /4 / N 1 +79.00 -Y2E-
SE L +79.13 -Y2E-
_y2_ \ Yff a. 10 ( II 1 30.00' Lt,
-Y2A- CL B RIP RAP
A\ 2 F I \ F NLS NPO S23 ERO
P1 Sta /9 +86.38 Pl Sta I /t0 /A4 P/ Sfa 16 +3412 13 + _y /� DIY PG 523 1$
I p = 25.39 48.5' (RT) p - 79W 02,6-(LT) L = 8f l7' 18J' (RT)
D = 2.43' 42J' D = 57'17' 44.8° D = 32' 44' 25e OOSERT LEI' JOYCE R PARKER 30.00' °�
L = 940,62` L = 138Jt' L 248.28` DO 2313 FIG 2% \ 39� � f C SPECIAL LATERAL N' DITCH /5
T = 478,33' T = 8�3 T = 150,23' OBLITERATE E I{ \ BEE DETAIL A SPECIAL I TAIL CLIT HDITCH
I R = 2J00A0' R = /00.00' R = 175.017 DITCH
I SE = OA4 SE = 6,02 SE = 04 -Y2- PC Sto. /5+06B5 vIi 2Q \ \ + -y _ - Y2E - PC Sto.13 +70.31
RO = W RO See Plans RO = 60
CL B RIP RAP- o
-Y2A- PT Sta. / / +5652GEOTE%TILE 5 2 I \ \ 38.00' Lt. +70.31 -Y2E-
I LATERAL 4' BASE DITCH / \ \ \ 30.00' Lt.
SEE DETAIL D / 10 I I 10 -Y2E- PT $+0.141,27!4
.52 -Y2A- 1 'MO ?� F C/L CU /-�-SOC
JONES.ONSLOW 40.00'R1. 35 i 1 " \ -Y2E- POT CONSTRUCTION
N zr• � I \�� ND CONSTRUCTION
I C POWER PECIAL DITCH i9,c I 3p% \ \ C -Y2E- POT Std, 141,86.24
&RCATVOLINE3W EE DETAIL toe I II 00- ? a F -Y - Sta, +-',&75:
_
va 11 LATERAL 'Y'DRCH3S
PROP, U/0 TEL. LINE I x O 35399 Lf,+ Y
I 'i. CHW I EE DETAIL L O-
I + 60.00', NEW a I , + _y _ r C 54.00' Lt.
i 65.0 Lt. \ C +25.00 -Y2E -
75.00' Rt. , A
P- TONS
+60.00 -Y A- GE =3 F + 7n
_
PC Stta. � +3 79 -Y2B- OF ' \ \ \ e 67.00x' •
Lt.
+7 62.00', A RETAIN
'' \ N / PT Sta. 10 +79J2 -Y28-
77.00' +76.00 -Y28-
yI Q F 66.00' Lt. A m
v +79.12 -Y2B-
E �0 I SETH 0. ELLS L'1 0. ' •F
.
POT STAND 4' BASE DITC y ry o� I I m 4'O q86 25T %�; SEE DETAIL H
SEE 0 SPECIAL CUT DITCH
o Sta. /O+W.00 - - Y i,TaKER FIAa" f 2, us 22 POI
PUC Sta. /7+'00.00yy•1 ! I LATERAL N' DITCH C ` \
' 3 a SEE DETAIL L +70.33 -Y2E 3 \ \ \
$ +38.00 -Y2-
n PROP.12° W: SEE DETAIL ' �° I 39.00'. + 42.00' Rt. C +18.00, Lt. --
I o "c -Y2- + 4 2114 0 21 3 105.00 Lt. 70.00' Rt. +98.00 -L- W
I NEW AERIAL CL B RIP RAP-1 To
JONES- ONSLOW EOTEWrILE -5 C G - ! m +00.00 'Lt6 486.00'Lt. ^r j$
i E / EMC POWER - E I e END CONST,
-Y - N SLEEPY CREAK PA
m ' +84.49 -Y2A- x _ 101 I / ta./ + 00 709 F'G 104 .: .
/ 30.00' Rt._ �� 1 JA�en k 0E B 229
- Y2A - PC Sta. 14 +84 +11.00 -Y2-
m 1 d ® / /$ / 0S REMOVE 1 u, 126.00' Lt.
ITCH -
7 y A,� ° SBG - SHOULDER BERM GUTTER
ROBER08 23T3 PC 298YCE R PARKER +12 Op -v^ T - f tl 1 1 '^
ry LATERAL N' I H SEE SHEET 32 FOR -Y2- PROFILE
+25.00 -Y2A- HG�/ �E_Q i SE Tf O SEE SHEET 33 FOR -Y2A- PROFILE
"t X� + - A- 13 3 ' 21 s^? Q _ De 709' ye SEE SHEET 35 FOR -Y28- PROFILE
® 0 ' Rt. , 9 50 SEE SHEET 37 FOR -Y2E- PROFILE
0® V +00.00 -Y2A- ®®
I
I
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-- - - - - - - - - - - - - - - -

O
v
c
a
0
d
E
m
o_
Z
DETAIL I
TOE LP°RO PROTECTION
1. e< _
G d L . vIN
F -1 d
LS FT.
-5 FT, GrofueiM
T f Uner
CL 8 RIP RAF -25 TONS GEOTEXI'LE -55 5Y
-Y2- STA 28 +50 TO 29 +00 LT.
DETAIL Z
CHANNEL RELOCATION
( Nof I. Sa16)
NIZI
_Noluro� FlII-S\�
Z.r�ounn D d \
Min. D -4 FT. E GEOTEXntE W.I. ch°niwl
Mu. d -5 FT.
B -6 FT.
CL [RIP RAP- EST.46 TONS; GEOTERTILE -EST. 65 SY
-Y2 -STA 31 +00 TO 31 +96 RT., DDE -246 CY
-Y2-
PI SIO 33'x2772
4 = 4° 54' 06A' (U)
0 = 2'23'14.4'
L = 205,32'
T = /0272`
R = 2Ad0,00'
-Y2- STA. 28 +18 TO 29 +13 RT., DOE -26 CY
BEGIN RESURFACING
CC) PROP, 0/H POWE 15 1 f POT STA32R�,00 -Y2-
O & CATV LINES SLEEPY CREEK FARLfJ, 1
O
STA. 31+00 -Y2- Do 709 PG *4 -Y2- PC St , 32¢25
Lo L6 21P0 201 1
TOE PROTECTION SLIDE R -99q I /
r _ STA. 32 +00 -Y2 X. I T +IS - 2-
ao PROP. U/Q TEL. LINE 55.00,E W,
+00 00 Lt2_. +00.00 -Y2- +9 2- /
30.00', x1st. /W, �j /
STA. 29 +24 -Y2- 40.00' Lt. o' t �i° ROAR sT ux W2 PG y S 5655'08' Y' NEW R aN TRACT 2
97,41' IST.
10 g8B E 44 1YHIIE-0`A16 $ R S3� F y5 RUC7URE- 4,5 na
�_ .. .. .. .. m
W W
/
DETAIL L
O 1
LATERAL 'Y' DITCH
E o" y
E°elel
LL 4
1(Ngte
�
cro° D fulw
JAn. 0 -VAR
-Y2- STA. 28 +18 TO 29 +13 RT., DOE -26 CY
BEGIN RESURFACING
CC) PROP, 0/H POWE 15 1 f POT STA32R�,00 -Y2-
O & CATV LINES SLEEPY CREEK FARLfJ, 1
O
STA. 31+00 -Y2- Do 709 PG *4 -Y2- PC St , 32¢25
Lo L6 21P0 201 1
TOE PROTECTION SLIDE R -99q I /
r _ STA. 32 +00 -Y2 X. I T +IS - 2-
ao PROP. U/Q TEL. LINE 55.00,E W,
+00 00 Lt2_. +00.00 -Y2- +9 2- /
30.00', x1st. /W, �j /
STA. 29 +24 -Y2- 40.00' Lt. o' t �i° ROAR sT ux W2 PG y S 5655'08' Y' NEW R aN TRACT 2
97,41' IST.
10 g8B E 44 1YHIIE-0`A16 $ R S3� F y5 RUC7URE- 4,5 na
�_ .. .. .. .. m
W W
uj
e coiPOL _
6u 4040 503 SQ FT
Z i VA L
N W JONES- ONSLOW
EMQ2POWER
DUSTIN .L C/ANESTORP, ET Ux ProC
0812590 PG 35 138.0
V6 49 PO 105
SLIDE L -963
STA. 30 +38 -Y2 -I
Y,
f�i
•o
aoa�
QN�
•�'s To'zo• .
fl' 222.33
s
o�
i N
BARBARA H S81 AIN 5 8T.23'4T' E
RRu`LOCROO 095 Get.'A A Son•
ot-0 G�%l.E pr,0 PCO
S 30 42- �f
N 3 TI.2
---�-
AU 350 T�� PUE �titi> SAVIIOR�1 V�
e nw+
�u P0C 5TA33¢I -Y2- + 700
Sr I 0.0 u 2 4.3 S. SAWYER, ET ET — Xist. /W, m
TAP ,�pp,�� zp, a a 1L5B'oe VIR
c. 4 NEW m De PG w00 -Y _ JONE'�=O LOW zo.ea,
STA. 30 +85 -Y2 - SM52 EL =29.23' 44, t. EMC POWER
1 +00. - 2- -EYA- STA 38 +57
C /Sr —OpTfON 30 0' -Y 2- STA 33 +29, 97' RT 5 T16A 8
C SEE DETAIL �i 58.00 Rt. .58.08'
+85.00 -Y - STA. 32 +51 Y2- s r
,10.x0'
30.00';
Rt. 4Fl -011', f
POWER POLE: et-
FILL IN WETLAND 913,040 SQ FT
< 0.01 ACRES �� 0.020 ACRES
SITE
SITE 1 DENOTES HAND
CLEARING
oEFgsE P 831 PIG 12 r V6L ARNOLD 2W K 804 ux DENOTES WETLAND
L IN
� / os 283E Pc p3 s2. E�z
LB 51 PO 43 SLIDE La380 2B yea LB 51 PG 43 SLIDE L-1380
/ LOT is ��e,a•P LOT 5
NO CLAIM \ NO CLAIM
i
I \I
I
S T361Z 9 E/i
I
t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PROJECT REFERENCE NO.
R`W SHEET NO.
ENGINEER
REVISED 07.15.2014
Utility Permit Drawing
Sheet 8 ®tom_
O DP
-BY- 62
O 1
13 Ni E
E o" y
4
LL 4
Y,
f�i
•o
aoa�
QN�
•�'s To'zo• .
fl' 222.33
s
o�
i N
BARBARA H S81 AIN 5 8T.23'4T' E
RRu`LOCROO 095 Get.'A A Son•
ot-0 G�%l.E pr,0 PCO
S 30 42- �f
N 3 TI.2
---�-
AU 350 T�� PUE �titi> SAVIIOR�1 V�
e nw+
�u P0C 5TA33¢I -Y2- + 700
Sr I 0.0 u 2 4.3 S. SAWYER, ET ET — Xist. /W, m
TAP ,�pp,�� zp, a a 1L5B'oe VIR
c. 4 NEW m De PG w00 -Y _ JONE'�=O LOW zo.ea,
STA. 30 +85 -Y2 - SM52 EL =29.23' 44, t. EMC POWER
1 +00. - 2- -EYA- STA 38 +57
C /Sr —OpTfON 30 0' -Y 2- STA 33 +29, 97' RT 5 T16A 8
C SEE DETAIL �i 58.00 Rt. .58.08'
+85.00 -Y - STA. 32 +51 Y2- s r
,10.x0'
30.00';
Rt. 4Fl -011', f
POWER POLE: et-
FILL IN WETLAND 913,040 SQ FT
< 0.01 ACRES �� 0.020 ACRES
SITE
SITE 1 DENOTES HAND
CLEARING
oEFgsE P 831 PIG 12 r V6L ARNOLD 2W K 804 ux DENOTES WETLAND
L IN
� / os 283E Pc p3 s2. E�z
LB 51 PO 43 SLIDE La380 2B yea LB 51 PG 43 SLIDE L-1380
/ LOT is ��e,a•P LOT 5
NO CLAIM \ NO CLAIM
i
I \I
I
S T361Z 9 E/i
I
t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PROJECT REFERENCE NO.
R`W SHEET NO.
ENGINEER
REVISED 07.15.2014
Utility Permit Drawing
Sheet 8 ®tom_
O DP
-BY- 62

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS URFA E WATER IMPACTS
Site
No.
Station
(From /To)
Structure
Size / Type
Permanent
Fill In
Wetlands
ac
Temp.
Fill In
Wetlands
ac
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
ac
Hand
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
- Y2 -29 +24 TO
31+00
Aerial Power CATV
lines
0.09
Sheet UE -08
1
-Y2- 30 +38
Power pole
<0.01
SHEET UE -08
2
- Y2 -32 +00 TO
32 +51
Aerial Power &CATV
Lines
0.02
Sheet UE -08
3
- L -56 +12 TO 57 +40
Aerial Power &CATV
Lines
0.09
Sheet LIE-05)
4
'- L -61 +75 TO 62 +06
Aerial Power
0.01
Sheet UE -05
TOTALS:
<0.01
1 0.00
0.00
0.00
0.21
0.00
0.00
0.00
0.00
0.00
Note : 6.25 sq. ft. (Each) = 0.0001 ac (Each) permanent impact in the wetlands from pole installation.
Total = 93.75 sq. ft.
= 0.002 ac
= < 0.01 ac
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ONSLOW COUNTY
TIP PROJECT (R- 2514B)
Revised 7/ 1
Utility Permit Drawing
Sheet--'? of 51

o,
G
w
r
u
c
a
c
L
a
G
-)
C
c
c
G.
E
1_
nID
c
G)
c)'u)
Sn
J.� fit
J�
cv)
d.
C; f 0
Im
,
1110
,
SSIS o
/
/ Chadwick
CpR�OATyk�V '
nPOROlSTS
/ 1115 ✓ - ( /'
ONkS,
ONS�O�
Ty00 jl1t 58
_ "fY 111e /CROATAM
i Fir rTL
BEGIN PROJECT ils
1 '�Av1
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
UTILITY PE"IT PLANJ
JONES CO UNTY
TO SOUTH OF NC 58 NEAR POLLOCKSVILLE
TYPE OF O, RELOCATION I
TELEPHONE AND POWER
T.I.P. NO. SHIiL >T \O. R -2514C UE -1
Utility Permit Drawing
Sheet I of �(?
Revised 1130/15
Vmftl
•r
NSRS 00
MIT pfd
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES,
THIS, IS A PARTIAL,CONTROLLED;ACCESS PROJECT WITH ACCESS _BEING, AT DESIGNATED POINTS ONLY.
INDEX OF SHEET'S
SHEET N0, DESCRIPTION
UE-1 TITLE SHBET
UE -2 THRU UE -16 UTILITY ENGINEERING SHEETS
GRAPHIC SCALES
50 25 0 50 1 0
PLANS
50 25 9 5O 100
PROFILE (HORIZONTAL)
10 5 0 10 20
INCOMPLETE PLANS
SEE SHEET I" FOR -DET4- PLAN M NOT U58 POR R/W ACQUISITION,
SEE SHEET 18-B FOR -DET5- PLAN YRE#LIMI1'�Ai�Y t�LAN$
SEE SHEETS 26 -A & 26 -B F
OR -DET3- PLAN `_'D0 >°TF9!`:iR'F9NSrrirTjor:
W4T"ER AND SEWER OWNERS ON PROJECT SEAL PRJIPAW IN 171E OFFICE OF.
DIVISION OF HIGHWAYS
UTILITIES UNIT
(1) WATER -JONES COUNTY UTILITIES ENGINEERING
(2) FIBER OPTIC - CENTURYLINK b
(3) POWER - DUKE ENERGY PROGRESS IS55 MAIL SERVICES CENTER
RALEIGH NO 21699 -ISSS
a� PRONE (91➢)701 -6Q ➢0 _�.�_i`� =_`
OF TM FAX [phone]SJ
or .E. UTILITIES SECTION ENGINEER
UTILITIES SQUAD LE,4DER PROJECT ENGINEER UTILITIES PROJECT DESIGNER

O
R
r
c
J
W
u
N
C
li
A
a -L- -Leus-
PROPOSED US 17 Pls Sto 12 +17,85 P1 Sto 16+95.31 P1 Sto 13 +12b8
7 700 c IZ.DOO es - 4' Ir 325' A = 2714'57e(LT) A = 46'08' 20b' (RT)
11,400 0o Pyo 17,700 Ls = 240.00' 0 = 3'29'37r 0 = 1505'54.9'
LT 160,04' L = 779.97 L = 24158
ST - 80.04' T = 397,51' T = 12777'
v R = Ib40.W R = 300A(Y
"I SE _ .06 SE = SEE PLANS
c, RO = 240'
ADT �w
YO35 TRAFFIC DIA AM
0
Q
(B L- 10R251PO
5 +00.00
-
Q -BL- 106 PINC
(ENO R25_148)
243 +$ .3 -b
*
_ 4 - POWER POLES
'
To STA.19r44 IRTI
FILL IN WETLANDS
11
;
\ \ J, G LAROOUE, HEIRS
A
j ` Y D8 *9 PG 559 *
*�
I N 24° 37' 27.7• E
8"
*
I 1 ibis Slo
Q I 245+29 0
I �s 617' 16b'
=
L 236,36'
y9
% iSl { 118.24354.33'
LL ,01
s
*
*
E.
'
/
Q I`1
/ I
4`* feL
IP RAP
ONS
JOPEN
WATER LINE 797'
o
aryl ,
-E
"�
BEGIN P
R— 14C
7
SET .0
9n /
FRANK JENKINS HEIRS
08 WPG 444 �•_ ` `
m8 3 PG T
*
ss s
1
1
SPE BASE OITGH
'k *
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
REVISED:
VIP � r � I
PLANS UTILITX CONSTRUCTION
O
FRA%JENKWS HEIRS
IN PC 494
r:
lip
ff 08 Q2 PC 245
c .� rlf''��� /�,;�.
wwwwww do
MIME
M.
T WA
� ..., iii ��0� ,,,,,� �'�a ����'� ��... r ♦��� %�%
��1� �� iunnc �•1
1J.1P •�� / /n..,�'ll may, ` i .ii :i :i °,
•�nu■c
,A
^ R�'J�
AM
FRANK JENKIN TAT �z sheet ;L of ;W RECEP
,�,_� � , //` a ,......� [�►
I nrr•
• PATSY VERE
I: ISIP0 494 . _ 7FTY
I: . �i DENOTES
•
WETLAND
DENOTES EXCAVATION DENOTES HAND
IN WETLAND CLEARING
SEE SHEET 29 FOR -L- PROFILE
T�
4
*
_ 4 - POWER POLES
'
To STA.19r44 IRTI
FILL IN WETLANDS
*\
;
ARING 35
ON 11
E
LL ,01
*
*
E.
'
CUT
JOPEN
WATER LINE 797'
o
aryl ,
'k *
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
REVISED:
VIP � r � I
PLANS UTILITX CONSTRUCTION
O
FRA%JENKWS HEIRS
IN PC 494
r:
lip
ff 08 Q2 PC 245
c .� rlf''��� /�,;�.
wwwwww do
MIME
M.
T WA
� ..., iii ��0� ,,,,,� �'�a ����'� ��... r ♦��� %�%
��1� �� iunnc �•1
1J.1P •�� / /n..,�'ll may, ` i .ii :i :i °,
•�nu■c
,A
^ R�'J�
AM
FRANK JENKIN TAT �z sheet ;L of ;W RECEP
,�,_� � , //` a ,......� [�►
I nrr•
• PATSY VERE
I: ISIP0 494 . _ 7FTY
I: . �i DENOTES
•
WETLAND
DENOTES EXCAVATION DENOTES HAND
IN WETLAND CLEARING
SEE SHEET 29 FOR -L- PROFILE
T�

O
c
m
r
:n
z
a
L Ge
01<
,f
1 - POWER POLES Utility Permit Drawing
3221.6° FILL IN WETLANDS
Sheet 3 of a0
F K
>E >E Revised 1/30/15
K-
R
• �� X R H- >F R
FRANK JENKINS HER$
OB IM PO 494
K- K R Y8 3 PC T k- SITE 3
PROP. 6" WATER LINE IE 1,� HAND CLEARING .03 +23.
O - R EXCAVATION .01 °
Y 2 79
AL+BROSE ROBERTS, JR.
R
0Ek.(22 PC 245
R +23.8
N. 1F 180.00
K- H S 05'55'39' E
OPEN CUT
PROP. 0/H POWER WATER LINE 73' .EY HETRSW 8 Q
M ID'w'Dr
0. 64:E'S7 s-
'T
G�
y i ►u�
I
�a=ig
f H
SEE DETAIL , DITCH
LATERAL 8'BASE DITCH
MAINTAIN EXISTING DITCH R
SEE DETAIL A
K k
L
r
K- Ib R
S
R
I< IF
It
DETAIL A
DETAIL
DETAIL C
DETAIL B
LATERIALLe BASE, DITCH
LATERAL
LATERAL BASES DITCH
MEDIAN V DITCH
e
r
to nl
_
aro;r• 1',fL NI
.e. :/ 5 !y1, !71
-
F I
Oto-aM 54+ . AI. Fll
J.Z
F%y °r
D '!'• 1'aoo
oyoa ° 3'• + Ron
`MIn.0-
4 D 7'• 41 y: +�
d6o'
q P
B AUn.O- 2.6 ft.
B. 0.0 H.
. 1 1.5 Ft.
1i�1 S. DA fl.
I , I Mn. O- 2,0 Fl.
I«°.1 5-
6• S.0 F1.
6- 5.0 H.
c-
-L- STA. 20 -15 TO STA. 24+00 MID
I
-L- ZMI /YOU TO ZIA. 1-10 RI L ]IA. JU -OU 10 OIA.- — LI - L- SIA21'�IU 10 i1P. JV C�V LI
DDE -564 CY ODE -2610 CY DOE -2251 CY
DRAWN BY: MEH
S O491'39'E CHECKED BY- COB
so.ao APPROVED BY: CDB
NAD 83i SR REVISED:
NORTH CAROLINA
.•I4 DEPARTLIENT OF
m TRANSPORTATION
N UTILITIES EMOIMEER IMO SEC*
PH ONE7(919)707-�690 UTILITY CONSTRUCTI
Mo +71'39'M �ad 9 FAX:[phone] PLANS ONLY
o= UTILITY CONSTRUCTIM
DOROTHY WARD
08 164 PC 668 23. 0' (LT-1
ER FRANK J
s D4•s39 E .14 PROP. UG TELE.
130.00'(LT.) 323.00'(LT.) O
DAVID WARD. ET UK •3 •w
DB 13T PC 164 x45..21 ILT. __.
f,J
V)
Lj
uj
V)
6
L/
LW
z
/�
W
L1� DENOTES FILL IN
WETLAND
F/M DENOTES HAND DENOTES EXCAVATION
CLEARING IN WETLAND
NOTE; ALL DRIVES ARE 12' UNLESS NOTED OTHERWISE,
PAVE ALL DRIVES TO BACK OF TURNOUT RADIUS.

7 PROJECT REFERENCE NO. SHEET N0.
R-25M
14 - POWER POLES DESIGNED BY; MEH
[_FILL IN WETLANDS DRAWN BY: MEH
NAB 8,3/ CHECKED BY: CDB
RS 2007 APPROVED BY' CDB
REVISED:
FRANK JENKWS HEIRS 214' TRENCHLESS INSTALL TELE NORTH CAROLINA
08 181PO 494 77' TRENCHLESS INSTALL WL DEPARTMENT OF
M8 3 FIG I TRANSPORTATION
O Utility Permit Drawing UTILITIES EN01 ERING SEC.
Sheet q of,�o PHONE.0191E074690 UTILITY CONSTRUCTIO
FAXI(919 1250-4131 PLANS ONLY
PROP. U/0 TELE. Revised 1/30/15 UTILITY CONSTRUCTION
. >^'� sy I • .. ' ` 2034
............... .. ...... ........... .... ..... 1.2291 TRENCHLESS INSTALL TELE GREEN CO LAND. I.I.C.
-218 TRENCHLESS INSTALL WL De 351 PG 256
11 04'25ff2il W 14 4'05•04'W E N 04*07'04' W )k PC C SLIDE 37-2
_7
228.76' la SITE 15 -4,30 . TRENCHLESS INSTALL TELE,
1280' TRENCHLESS INSTALL L Y,
NORM: I ILL HAND CLEARING 121
OB 2 PG 841
PROP. 3" WATER LINE 20
PROP. O/H POWER
+40.00 -L- WOODROW F.L EMP_ E T UK
Do 1 0 r14 ML 3' BAS! ONCH 151.00'( T.) 0
w 142 X_ k
OOOROW LASSITER, ET UX
Lo
+70.00 4- 0
on
+
+ 7.
04*34'3Y W 5.00, If BEGIN C/A FENCE 16
+1 _L_ +5 4,
125.0 12
T C E '600
E '600
El
Ni (03, HC N uj
Lu Lu
�SEPLTZf I OUT, ,gf u
T S�j
2 24
r i A Af uj
uj Lu
V) . ".. -111.11 0
O
offlf�
MI..
-7 R T CL B_111? RAP- - - - - _TMI TT w" Is, R
�: _ i 0
L ITR
0 CL & PJ LISM-TONS-
[Za_ - CL 11 KI !QNS
-EST. 7 SY 4390TEXrILE SYG E'TE7111F
0 4 WWI_-
4-m ;t
M 0
US IT MAIM Sr 2Z 85T S11IDMAIL 6 US MYY 171AC 56 Z4 8ST
DITCH -
+ r r = T
X
CIO -------
_44a" I-
9
qpw
ZW711 If - - - - - - - - uo - - - - - - - - - - - - - - - - - - - - - -- - - -
10 PS 10, 1
4-
—F _F _F _F F _F
f F F F
r� "T �R�
ff Yn Pik A f 8 A
ui F If
ED STATES DEPARTMENT OF AGRICULTURE IF — F If ui
z If oB 8*
O M + z N- SEE SHEET I-E rE
V. 40.95' UNITED STAT DEPARTMENT OF AGRICULTURE
K m S. 0 39 PO 286 SITE 7
15. RIf T. HAND CLEARING
I�
c K_
SITE 28
n HAND CLEARING,011
ISITE 29
SITE 6 IHAND CLEARING 01
HAND CLEARING <.01
DETAIL 0 DETAIL 0
LATERAL BASE DITCH MEDIAN Y DITCH
'z Wx
G_ D I'll, nil
V."
)An. 0- 1.1 Fl,
-L- STA. 36+50 TO STA. 37+60 MED
_L_ STA. 31 + 10 to STA, 52 + 00 LT -L- STA. 411 +00 TO STA. 41+00 MID
DOE-2610 CY DENOTES FILL IN
L WETLAND
DENOTES HAND
, JE�� CLEARING
NOTE: ALL DRIVES ARE 12' UNLESS
PAVE ALL DRIVES TO BACK

0
F-
LU
Ej
V)
F-
NOTE;
rrcudc�; ncrcn�n�� nv• -• --
- R -25140 UE 5
.�.d• 1 m i
I
f�i� ' > " #[ ? > <:iPFItE�T6� %fI!i�Ic;E? EARL `..;p.:: :�! ...:.:.::.:..r:�.::. DESIGNED BY: MEH
<?NEJ %.V 7 %: >:ROA:: >!.011i:l:ftl�r >V11
ECU
Uay.:
DRAWN BY: MEH
CHECKED BY: QDB
�4 _'• } � i Ev ' '� QE D'
j1}11) .9 Nlm
X�g2' CECIL R. HILL; Er ux
06 177 PC F52 n�y
DB 216 PG 639
Fi+
�N 1 - POWER POLE
FILL IN WETLANDS
IF
I ROY L. KING, ET Ux
DS 166 PG ws
APPROVED BY: COB
83 SRS 2007 REVISED:
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
UTILITI
UTILITY CONSTRUCTIO
l ❑ --, p
GREEN u 0 lAt,p, LLC. I �e �:rl i .I
OB 51 kG 256 l2�•.i} x�x I}" - 3 -
J
Pc csLroS 3r -2 QQ
"E N w5 K 5 ° "'
x 24 _
Utility Permit Drawing
Sheet .j Of�
PHONE[phone]
FAx:t919)250 -4151 PLANS ONLY
I(J TI L I TY CONG �TR (;T r l^,
I. FLOWERS, E7 x RAY9,j N,,QS,;, 9Y
270 P° 219 OBTW P 2894
27
Q £ . ,XPD8JK6 PG6 (WIDOW
3 P A? a PROP. 0/H POWER I
x x
Revised 1 /30/15
\x
29
' E 2•
• Q I O
i I!
xS ^-
1 -� x-�
x
17
xx48•ELECxJ
no.oD'
74` TRENCHLESS INSTALL TELE. Q __. _ PROP. UG F/0 CABLE 1 c.BANKS,dR,er x
N 34_Q� 26 w f� 4• D8 190 PO 894
Q ,. - 5 4' J'90' Ci 5 09'1 ' I I : I I N 4• • w .110.80• 'ft, 102.
65. 118100• I c ( raACT 3 '
4 5 PROP, 6" WA
o. oll__ ❑, m
ER LINE
;
1-
'
p 1 0.00' (LT.' [:'S.i`. z 2 . - •' p m +21,00 -L- _ _ X
m 125:00' (LT.)
u ° 22
08 152 PO 22C O
X .'
5 I f J73.00 (LT.)
❑
BRA EY 18LL u w DORIS L, H0. (l�E ESTAT 2' END C/A FENC
08 236 PO 645 Q Ox I 174.00' (LT,)
ce T 508 °
m D8 33T PG 506 BB B, f1EATH, ABBY 8. HEAT III
2 Q'
O
�. j /SEPTIC
u
a .00 -L- ' Ci a
n �2.8
is 71C +45.00 -tr °•LATERAL J' BASE DITCH ET U% ET U% 1 I , x
5 I YSTEU Li 19SEE DETAIL D X26 PG �8 DB 226 PO 33 Fp =51.0
H 161.00 L +10.00 RACT 2 TRACT 1 °. I I I- 125.00' (LT.]
+12.0 -l- SEPTIC SYSTEM m - AEOIN qA FENCE
135.00' Il .) °v I I x CL 5 RIP RM
i 15.56 -L 135.00' T.J ISgxp
- I e 4Y
I LT, +7 .00 -L• 15 50 `(T•1 ' mt E,,.,I I E5T.5 TONS u
14 00'(LTJ •�
y _ _ -- - --
- �-
z _ .�
"dm' w \
,y
PAUlB$ J. KIN° L41 11 _ / 5'S�.I I : SEPTIC 11- \125 0` LT.J �-
p6 KI PC 222 L V o
+ / ~ \ I • M-I I f A 7
125.00a r/LT.
125.00' (LT.) Hifl I '
\ SEPTtC
1 z 5Y57EMr '6 1
+ _ L f y 195.00'
mt25
asED $ .14 SY GEOTOMI.Ec.
:- I o
/ x"
� � 1
f
m
m 15,00` ttlT,
bl
0' LT,
( ) +5 .0 -
L I 142.. 133. `ILT. +00.00 -U .. '' + -
1 1 -
p ..
2 7 �0 C' i 125.00'. LT 1�P 2'� . „( 140.COyL•.j_
I 15E0 1
I +41 B -La
{ E Y L, KBE 9t
m 161.0 _L ISFD
173.00'(LT OB 166 G 627
u-.: .t 1 5,C0' (li.) 1
f/A FENCE L�
( X1,9 d
_
t40'LT I
f DIT
NAEL �T � [!�9'f1'
FENCE
OB 344 PG 230
LAb(ilhl
JJ ��AASE
U% r
01M
'I'
0 t .a. . w
7
s
4
4'
1,'
y' u.F4• uj
Ej
-
� -
g1"-! .- T '
Y - �PEMO�
V - .
- IS� RCP
_, _ - - - _ - ._
RCP
-r ro
IS RIS'
r -
15- ' R- P c--i
E- -L - ro= _ -_- -
_
Y
�
• -
- -
- -
._ -
N
40M
II
MEDIAN N' DITCH
6 N
4®
V
+
4oe- s a
SEE DETAIL A
{
f
+t
F
f
`
mA
KT W01-
LA
- Op _ aver „ --em- - - _..._. - _ - - ..-
- - - .�-
,
t»y
- - -plq ^
x 10' PS
10' PS + f
V)
- - - - - -N-
-
- -
F F F
F F F T F F
'� - - - - -
F M F f F F F F F P f f f
P K- f F
NF
R .
K- K- K-
UNITED STATES DEPARTMENT OF AGRIC TUBE t K- lE
.
UNITED STATES DEPARTMENT OF AGRICULTURE
E
E k- '� �
C
S HEET z
OB 89 PO 285 tF
08 89 PC 285
SEE I -E
ELEV, 41.22'
E
"
-L- POT Sra.46 +34,83= K,
R -Y PO Sta. / +6OJ9
-BL- 3 PINC 54 +80.92 F
H
IF
H
-BL- 2 PING 43 +93c45
II•
K-
� x-
x' �
x-
SITE B
HAND CLEARING ,01
DETAIL B DETAIL D
MEDIAN V DITCH LATERAL SASE DITCH
(Ra.m Sal,) 1Na1 ie k°MI
DETAIL E
LATERAL 8ASE .DITCH
INe•ro Iw.O
II+ -�yl
'edia 9fe1 Oroum �'Ie x0 rou
h
y74 Ik'
D'0� tAl. 0 30� Sieo,
S'aM
A AUn. O• 1.5 ft, A Min. D. 1.0 R
1. 9.0 Ft. A• 3.0 FI.
-I, ST.-. 46x90 TO STA, 48+00 MED h. 5.0 F.. h- 5.0 FI.
-1,• STA 10 +50 to STA, 52 +00 LT -L- STA. 51 +00 to STA. 61 -00 IT
DENOTES FILL IN
F WETLAN D
DDE =2610 CY
DOE -765 CY
DENOTES HAND
CLEARING
NOTE;

N
N
N
N
v
Y
0
Z
9
w
5 0379'26' E 5 03.34.26 E 5 03.34.26' E
03'34'26' �J 216.41' 105.02' 104.99'
60,00' \a
2 - POWER POLES P>
FILL IN WETLANDS
as 90' TRENCHLESS INSTALL TELE.
o E S 092715• E
:3 I96.21'
RAYMOND C. BANK HS,,JR.ET UX W
2� SITE 9 1
I �g HAND CLEARING 04
° EXCAVATION < °01 LA
2-8 2.8 � 1 5E1
m pip
Utility Permit Drawing
Sheet 0 of ,20
Revised 1/30/15
DETAIL E
LATERAL BASE DITCH
(N911e 7u14J
b
DETAIL F P.o
LATERAL EASE DITCH V.P.
(HUN JuMJ
DETAIL
LATERAL 'V' DITCH
(Nnlu ko'•I N6
9b1.
0nun ��{
li�ltln�
OnuA 'TB\ 1•
G 0 AQ ISff. !aw
0. ,/
4•w,,,. -- 2ieund
—oro"M —
b- 5.0 H.
Mln.O- VAA 9� ° °� •� n••rw
e- J.G FI, m ym19• minlmvm
b= LOfi. dM•b d.ph
3.0 Ff.
!il•bw 4WIIrq
-<^ STA, 82 +00 to STA 61' +Otl LT
ODE =765 CY
b� 3.0 k. '0 01It•'"u"'"°
-L- STA. 61 +00 La STA. 66 +00 LT
-L- STA 66 +00 to STA, 78 +30 LT
DDE -439 CY
sf?A:`EtsI N4f3l' PI iS14 > <_ R•25140 I UE -6
DESIGNED BY: MEH
DRAWN BY: MEH
CHECKED BY: COB
APPROVED BY: COB
NAD B� REVISED:
`SRS NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
I UTILIT115 ENGINEERING SEC•
PHONE:(919)707--$690 UTILITY CONSTRUCTIOI
FAX:(919)?50-4151 1 PLANS ONLY
UTILITY CONSTRUCTION
NOTE: ALL DRIVES ARE 12'1
PAVE ALL DRIVES TO
t5
gal
W
z
®1
u
W1
t9
1-
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES HAND
CLEARING
NOTED OTHERWISE.
OF TURNOUT RADIUS.

Z
O
N
I
C
61
O
r
a
0
0
Z
0
\*
UCIVVIC3 CLHYMtILJIv
IN WETLAND
F / yj DENOTES FILL IN
i i WETLAND
LARRY E.EUBANK
DS $6 PO Tt2
WB 10•E PO 46
4 FOOD- Z1001
4, STA. 66 +00 1. STA. 76+30 LT DDE -439 CY -L-STA. B6D�E =1905GY' 29 +00 LT
-4- STA. 61 +50 TO STA. 83+50 LT DOE -47 CY
-P,.." a, 9 ....... 7 -6590 UTILITTLANSNSSTTRUCTI01
FAx:[phone]
UTILITY CONSTRUCTION
WEYERHAEUSER COMANY
PC T SLOE 33
- DRV2A- STA.10 +50 TO STA.11+25 (LTI
NOTE; SBG - "SHOULDER BERM GUTTER"
ALL DRIVES ARE 12' UNLESS NOTED OTHE
PAVE ALL DRIVES TO BACK OF TURNOUT
SEE SHEET 2A-5 FOR DRIVEWAY PROFILE
0,
OR -L- PROFILE
R,
?k�:= ff��ttARtt.iinn�Ft tl Nib!}Ai~i ?' AAA :}Qi}Nt �y1 *i::;l.:�:1' >i,
kK V�`?l. 9. fi%:l: Qfl :'sr'P.t%JT.J�.lt�:ik�:t::�t! %:
OESI GNE0 BY
DRAWN BY:
'ALL TELE,1
CHECKED BY
APPROVED BY
REVISED:
NAD 83� SRS 2007
DEEPTRTME
-P,.." a, 9 ....... 7 -6590 UTILITTLANSNSSTTRUCTI01
FAx:[phone]
UTILITY CONSTRUCTION
WEYERHAEUSER COMANY
PC T SLOE 33
- DRV2A- STA.10 +50 TO STA.11+25 (LTI
NOTE; SBG - "SHOULDER BERM GUTTER"
ALL DRIVES ARE 12' UNLESS NOTED OTHE
PAVE ALL DRIVES TO BACK OF TURNOUT
SEE SHEET 2A-5 FOR DRIVEWAY PROFILE
0,
OR -L- PROFILE

0
z
0
D
fJ
CLEARING IN WETLAND- -N-OTE; SBA - "SHO(
TRUCTIO
NLY
ION

r
I
(PROP. 0/H POWERI
WEYERHAEUSER COLIIPANY
PC '8' SLUE 33
34
PROP, 6" WATER LINE
\
I
a� �r
I r.
I !
I 1
I I
1 I
I 1
I r :
I I .
: I !
3' TRENCHLESS INSTALL TELE.
199' TRENCHLESS I7NITALL
1 1 /
/
I
1 106.00' 110,00' 135.00' 7Lq. /
109.00
/ .K
--
PROJECT REFERE. �-
REFERENCE NO.
... _
SH E T N0.
_ �-
R -25140
UE -9
2GI
DESIGNED BY: MEH
ES 3 TONS
DRAWN BY: MEH
io BY GEotmILE 10, R�
CHECKED BY: COB
APPROVED BY: CDB
I
I M
REVISED:
NORTH CAROLINA
15' Rep
DEPARTMENT OF
t
1
TRANSPORTATION
-III
UUL111ES ENGINEERING SEG.
PNOHE:(9i9)707 -6690
UTILITY
CONSTRUCTIO.
FAX:[phone]
PLANS ONLY -
— F
—P �. F
f F F
uj
M
_
�ulYttl_�u1B1�
!P Ih7�NitFbl6Rt♦ -
J♦Ll+l
18' CRAP W-1
ol
I
a� �r
I r.
I !
I 1
I I
1 I
I 1
I r :
I I .
: I !
3' TRENCHLESS INSTALL TELE.
199' TRENCHLESS I7NITALL
1 1 /
/
I
1 106.00' 110,00' 135.00' 7Lq. /
109.00
/ .K
--
PROJECT REFERE. �-
REFERENCE NO.
... _
SH E T N0.
_ �-
R -25140
UE -9
2GI
DESIGNED BY: MEH
ES 3 TONS
DRAWN BY: MEH
io BY GEotmILE 10, R�
CHECKED BY: COB
APPROVED BY: CDB
I
I M
REVISED:
NORTH CAROLINA
15' Rep
DEPARTMENT OF
t
1
TRANSPORTATION
-III
UUL111ES ENGINEERING SEG.
PNOHE:(9i9)707 -6690
UTILITY
CONSTRUCTIO.
FAX:[phone]
PLANS ONLY -
UTILITY CONSTRUCTION
k4p e
3k SRS Sao,
PROP. U/G TEED
Utility Permit Drawing
Sheet -!T— of c2 D
R • d 1/30/15
1 POWER POLE I6, TRENCHLESS INSTALL TELE. evlse
FILL IN WETLANDS
�f 5' TRENCHLESS INSTALL WL
rHAh1n ITE 17
CLEARING 10
100.00' (LT.) 101.0 LT,I 2 CARP W/ 2 lLBOWS
EST _.._ LATERAL VIOSE DRCH _.._
-
WEYERHAEUN r-
_ �-
LT! RIP RAF PC Ir
2GI
ES 3 TONS
�°
io BY GEotmILE 10, R�
2 ELBOWS
I
I M
15' Rep
/
t
1
-III
— F
—P �. F
f F F
uj
M
- - -- - -- -' - - —
!P Ih7�NitFbl6Rt♦ -
J♦Ll+l
18' CRAP W-1
ol
z
,k
Al
„s-' \
2 ELBOWS EST.
i
CONCRETE
UNITED STATES
DEPARTMENT OF AGRICULTURE
'L-
s
BOLLARDS
OB a�9 PG zes
�
115.00 yftT,1
BEGIN WILDLIFE FENCE
I IT.
195.00' 0.T.1
END WrLID flNCE A�
A` /
DEPARTMENT OF
:: :. po 28S
't
LATEM
A�
SEE DETAIL H
u
In
s
520 IRT
Od IV— —
F F- F a P F
DETAIL LATERAL NDIT<H
I"f so"'
SEESHEEE7 f- tn.n<><kkL; .
! fAn. D- 1.0 H.
B• 3.0 Fi. MIn.D�1.G Fl.
b• 5.0 fi. h•5.0 ff.
-L- STA. 104 -50 fo SM142+00 IT
DOE -4025 CY -L• STA. 174 +87 TO STA. 115-10 RT
ms DDE•5 CY
,8'
21
DETAIL
H
LATERAL $M
NOTE: SSG - "SHOULDER f
SEE SHEET 2C -1 FOR
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
SEE SHEET 32 FOR -L- PROFILE C
dCE DETAIL. ce. cucE —i FO�p -DRV1 . PRO
--...� .,AMC
_ �-
2GI
Od IV— —
F F- F a P F
DETAIL LATERAL NDIT<H
I"f so"'
SEESHEEE7 f- tn.n<><kkL; .
! fAn. D- 1.0 H.
B• 3.0 Fi. MIn.D�1.G Fl.
b• 5.0 fi. h•5.0 ff.
-L- STA. 104 -50 fo SM142+00 IT
DOE -4025 CY -L• STA. 174 +87 TO STA. 115-10 RT
ms DDE•5 CY
,8'
21
DETAIL
H
LATERAL $M
NOTE: SSG - "SHOULDER f
SEE SHEET 2C -1 FOR
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
SEE SHEET 32 FOR -L- PROFILE C
dCE DETAIL. ce. cucE —i FO�p -DRV1 . PRO
--...� .,AMC
_ �-
�°
1107
I
I M
15' Rep
/
t
1
-III
— F
—P �. F
f F F
uj
M
Ae
18' CRAP W-1
ol
z
,k
Al
„s-' \
2 ELBOWS EST.
i
CONCRETE
UNITED STATES
DEPARTMENT OF AGRICULTURE
'L-
s
BOLLARDS
OB a�9 PG zes
�
115.00 yftT,1
BEGIN WILDLIFE FENCE
a
195.00' 0.T.1
END WrLID flNCE A�
A` /
't
A�
u
In
s
I
k
Od IV— —
F F- F a P F
DETAIL LATERAL NDIT<H
I"f so"'
SEESHEEE7 f- tn.n<><kkL; .
! fAn. D- 1.0 H.
B• 3.0 Fi. MIn.D�1.G Fl.
b• 5.0 fi. h•5.0 ff.
-L- STA. 104 -50 fo SM142+00 IT
DOE -4025 CY -L• STA. 174 +87 TO STA. 115-10 RT
ms DDE•5 CY
,8'
21
DETAIL
H
LATERAL $M
NOTE: SSG - "SHOULDER f
SEE SHEET 2C -1 FOR
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
SEE SHEET 32 FOR -L- PROFILE C
dCE DETAIL. ce. cucE —i FO�p -DRV1 . PRO
--...� .,AMC

c
i
a
Q
N
y
i
N
A
z
9
R -2514C UE -1U
: #{� E` DESIGNED BY: MEH
DRAWN BY: MEH
CHECKED BY. COB
APPROVED BY: COB
S/QS ao / REVISED:
2- POWER POLES O% NORTH CAROLINA
FILL IN WETLANDS TRANSPORTATION
S %TE 20
HAND CLEARING .02 gC0 •
UTIL ILNCTIO
EXCAVATION <.01 PANSONLY
OPEN cUT UTILITY CONSTRUCTION
Utility Permit Drawing WATER LINE 66'---
Sheet 10 of -� 0 - JaSEPH L. JACKSON, ET UX
Revised 1/30/15 IWATER CUT LINE 43' oe SaPC ISr
/" 39
WEYERHAEUSER WEYERHAEUSER COMPANY
PC 'B• SLOE 33
34
LATERAL 3' 11ASE DITCH — \ -
SEE DETAIL E
— ir- -- -_ -- - — __ -- TV- ---- _--
✓�
BURY 1.0'
2 10OWS
N
3%
END sec
-L- 117 +95 RT /
35
a RIP
-'
--- A,
N M.BLACKM(It•
EXCAVATION <.01
<�� K
Ar
NORGAN BUTLE..
)CABLE TRUST
' ;f C r'
AT_1 M
;
B IT2 Po 539 •'
( +07.00 -L-
/
c �o
r-
--
/1.�7Jy
110,00' hT.) GLENN ALLEN
S STr - I °l OB 265 PG 98T
JESSE
L�5 ET
5.,,.,
Po65�
��0ry y4 QV
F LL.I
36
NB 4
E
. tiP 38
i
ISFO
+67.00 k
O q
TON
EST.' SY GEOTIVI
•L^''.!:.bll'gi
"._
` ^�— _ — —
— J
!
- - .A•�iel�ll UP
R -2514C UE -1U
: #{� E` DESIGNED BY: MEH
DRAWN BY: MEH
CHECKED BY. COB
APPROVED BY: COB
S/QS ao / REVISED:
2- POWER POLES O% NORTH CAROLINA
FILL IN WETLANDS TRANSPORTATION
S %TE 20
HAND CLEARING .02 gC0 •
UTIL ILNCTIO
EXCAVATION <.01 PANSONLY
OPEN cUT UTILITY CONSTRUCTION
Utility Permit Drawing WATER LINE 66'---
Sheet 10 of -� 0 - JaSEPH L. JACKSON, ET UX
Revised 1/30/15 IWATER CUT LINE 43' oe SaPC ISr
/" 39
WEYERHAEUSER WEYERHAEUSER COMPANY
PC 'B• SLOE 33
34
LATERAL 3' 11ASE DITCH — \ -
SEE DETAIL E
— ir- -- -_ -- - — __ -- TV- ---- _--
✓�
BURY 1.0'
— —rv�
SITE 18
N
3%
END sec
-L- 117 +95 RT /
35
HAND CLEARING 02
-'
--- A,
N M.BLACKM(It•
EXCAVATION <.01
<�� K
Ar
NORGAN BUTLE..
)CABLE TRUST
' ;f C r'
AT_1 M
;
B IT2 Po 539 •'
( +07.00 -L-
/
c �o
r-
--
/1.�7Jy
110,00' hT.) GLENN ALLEN
S STr - I °l OB 265 PG 98T
JESSE
L�5 ET
5.,,.,
Po65�
��0ry y4 QV
F LL.I
36
NB 4
. tiP 38
6 1
ISFO
+67.00 k
O q
TON
EST.' SY GEOTIVI
— —rv�
LATERAL'V'OITCH
i I SEE DETAIL N
I
1
I I
1� I
1
I I
I !
I I
I I
IL.
N
END sec
-L- 117 +95 RT /
1Ac`
-'
--- A,
<�� K
Ar
000M,
ML-MME5%-
AT_1 M
;
%
- � �
I
_
god Z eleow9 1203 1114
--
� \ A�
®i I
1109
F F -- F
F
F
Luj
TON
EST.' SY GEOTIVI
` ^�— _ — —
— J
!
1104 ,K
EST 2�TONS -
/
I
no.ao'lprJ
EST.7 SY 43EOTEXTILE n .00'IRrl /
uSEE StiE T r -t —�I `�
�91' TRENCHLESS INS
°°'1
-
11 RT.) i
•
110,00'IRT.)
,- A: ELEV, 2.52'
123.00 M1T.
//
- a ,Ic
/ �(
`�
Al
-� UFBTED
STATES OEPAflTMENi OF ACRjCIA.TIRTE A` L
EST. I SY 60T LE
1 0. RT.
/ UN
V
LLu
�I
1 6.00' ,�
715,00' T,
08 89 F'G 285
L�
FNO LD IFE FENCE
BEGIN C/A FENCE
/
�
LTES DEPARTMENT OF
°el
3'BASEDITCH
\�� A
�
SITE 18
Q
STANDARD
�.,
HAND CLEARING .01
i
yI
Y I
SEE PETAL L
EST. 37 C.Y. DDE
a'
TIF TO EIOSTING
8'
I
I
I
I
SITE 19
SITE 20
LATERAL'V'OITCH
i I SEE DETAIL N
I
1
I I
1� I
1
I I
I !
I I
I I
IL.
<�� K
Ar
000M,
ML-MME5%-
...
���� Ivan.•
�J
EST. I SY 60T LE
LTES DEPARTMENT OF
1.: :. PO 285
Q
, - '
//MEWS
rZI MAN

s
a
u
U)
N
A
a
ID
X(3,
y�
I
SITE 22
DETAIL E
LATERAL BASE DITCH
Ina+a lal.)
,een 0
A MIn. O- 1.0 k.
B-
h= 5.0 F.
-4 STA 104 +50 1. STA. 112 +00 ET
ODE -4025 CY
PROJECT REFERENCE NO•
.... R•251 4C UE-1i
i�€ 3?::: ESl tiz:t� ? ?FOAz`- C{3Nvitt3GTIi)N: / DESIGNED BY: MEH
DRAIVN BY: MEH
/ CHECKED BY: CE)6
� APPROVED BY: Mpg
REVISED:
NaAD / J NORTH CAROLINA
DEPARTMENT OF
Sits 200 1 ! / a UTILIITIES EMINCERIHO SEC
PHONEI( 919)70T-6690 UTILITY CONSTRUCTIO
NES (WIDOW) ! ! FAX:[phone] PLANS ONLY
EARING .03 GCE "
_ -J..J __...n _e FUTILITY CONSTRUCTION
Utility Permit Drawing
Sheet 11 of )0
Revised 1/30/15
NOTE:
-L_
Pls Sta 135 +5382 Of Sta /39¢5054
es = X 38` 50.9'
O = 19 04' 40e (RT)
Ls = 24OX
tl 3' 02` 224°
LT = 160.03`
L = 62745`
ST = 80.03'
T = 31676'
CLEARING
f? 1.885AY
SE _ .06
NO = 240"
NOTE:
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES HAND
CLEARING
UNLESS NOTED OTHERWISE.
) BACK OF TURNOUT RADIUS.

0
n
r
ro
14
ILL,
s
v
N :V
NYE
`N
H- '1b14Li I UC- IG
DESIGNED BY:
MEH
' z;Trr•xd
ANNIE R. PNGE. O: t: T: >US:;` ® ®FtUA ? ?i�9QNA.C:rSI:EI DRAxN BY: MEH
_ Og 114 PC 8TT 'Se•T`• r „� o CHECKED BY:
C'
PROP. UG TELE REVISED.
er:
COB-
'O�R�eLEfres 9 j NAD 83/ SRS 2007
NORTH CAROLINA ' S � j1p DEPARTMENT OF
J - I, C Dx6 c'"(FRCH I TRANSPORTATION
LITIES ENOIFEERLNO SEC
.
"rZ5r25E \/ 1 aNfR J.0 ;, I J ONEi(919)7074690 UTILITY CONSTRUCTI01
Cr °X aL' "S' PROP. Ei" WATER LINE 1 x:(91 9 1250 -4 1 91 PLANS ONLY
_-I 0 14I F1D 451 °�
PD ITY CONSTRUCTION
OC
PROP, 0 /HyPOWER "< 166' TRENCHLESS INSTALL WL
vERON1CA M _ � ® 6�
p8 254 PO 9W ' X I r98.TS ' -:� 1 `I TALl1A0E I
/ ESHE I -E ~ " z HAND E 23 CLEARING .03 J DOCK 161PG � L '
tt Ev. 4 ,13• �� $ 93' TRENCHLESS INST \
J s5FIT 1 I OE" A. HEWITT .\
I f $ 52 55 t // OPEN CUT ( EOWAFO DUDLEY 1 1
TERRY M. JARAUN 55.4 I
uaaY SIMM s -02 E- Er { I WATER INE 1 D8 326 PO 971
930 ESrATE E 02 E -82 {o / M08 v. BE . JR. ❑
( ABUNDANT BLESSINGS a 00 ES PC S
I ` 6 MINISTRIES INC. O TS'ITY 00 4 PC 85 {� / DB 19
S Dq'2<'16'E J SYS TEU D8 PO 555 r -
13a, 0• f6 NEW HOPE CHURCH 7 44 - � � {'� / h'B 85E C
+1 -L-
� {
Of GOD i2o.aD ``u. / � -
=4 136 00' 1LT.� {� { / + 7.00 -L v°; 120.00' (LT.1 120.00' (Li.l
I 120 00' LT.. C/O OLIVER J. COLLINS < + 4 - U1 LATERAL 3' RASE DIT '{ / , @0,00' '7
G. S1ATH'/ 49.00' L . ISRLAD - R�GIN FENCE\ ,A m 170.00 LT.) -
S� WR.L 91 Ux I s 08 247 PG 459 SEE DETAIL E
pG 912 I J AFB 5 PG 72 y - 133. lT, �F / ) H LATERAL 3' RASE DITCH 5 EPilu I I
us pE 86 / IZ ,00 1 PC 0 SLUE R7 133.00') T, TEML 9 RASED HI - 120,00' T. -
PC A �' I 0 GIN UA FENCE 145.00' LT. E DETAIL F +7 120.00 LT.
! -6 .44 - 120.00', T. BEGIN FENCE , F•k V (/ I20.00'(LT.) .I E tE0 SY T OTEXiII I Lu
ILA RAL 3' ASE 0!TCM END UA ENCE
15EE DETA E 35.00,jaj END
1 At IF, T• 10 I N C/A FENCE I jl J s 0 1 �J
G CHO D .
Ti s _ �
- --
V- 2�V ---- .__ -_ -� -_ - -_ ` P- R• = -__
IS, �qq 0' flCP =
,S6 .JPE 1/p�+�,��yy
® [� US mw MC 53 ♦ 5T 8 Q s r�� _
N g 1 $ ki N
®y a® {8-
-T T F E F y
T i
c
r „ REM VF iR P l�
s4 0 - -- - - -- - - - -- "g I
_ R
f p f F F F F F F st TYP. 1+ F R F 4(- -__ P F F F - F -- J -_ _ F F -�_ « 1407
1 CHORD
R H N. R H, 1F -ytj I 44 1+ !
700.00 RT,J 100.00' (ftT.j 1+ R It = 00,00' POINTS Lu
J. MANLY 176SCUE, JR. HEIRS H. K- 100.00' (RT.1 I z
OB 131 PG 257 R J. MANLY FOSCUE, A HE] R H
q
j •) W' �J TIE EXISTING DITCH 6L. q 'ENCE
4✓ HISTORIC PROPERTY PLACED PER La E TO PROPOSED DITCH \ +50,00 -L• oo v�W
M 116,00' RT.
ELIGIBLE FOR NRHP UTILITY RECORD R r 115.00'(RT.) 14g4`�11�:0'JNI,{�'R�RjITq�
s+ LATERAL. "DITCH K_ R BLUE ROCK STHUCTtp(ES,IW.
I+ SITE 24 Ir SEE DEra1�H
x t HAND CLEARING .03 N- It R D8 300 PO 444 6S
EXCAVATION 02 "
-t-
Pt Sfa 139+50.54
P/s Sta 143 +41.47
A - 19' 04' 40.6 (RT)
es = 3' 38` 50.9'
D - 3' 02` 22.4'
L$ = 240.(X1'
L - 627,65'
LT = I60.03`
T - 31676'
ST = 80.63'
R = I.885.00'
SE = 06
RO = 240'
Utility Permit Drawing t /
Sheet PL of ;20 72'CHL 8 JSBN I 1
x--- -x
Revised 1/30/15 s ��
DENOTES EXCAVATION DENOTES HAND
IN WETLAND CLEARING
DETAIL E DETAIL C DETAIL H DETAIL F
LATEW BASE DITCH LATERAL BASE DITCH LATERAL V DITCH LITERAL BASE DITCH
(Nett fa:Q INAI I° tm'Q INmm f <dQ IN.I 1° SeoM)
Orv-a tlA ♦p1 I'k. rry c,ev :F �°1 1�1. KL v' 1 •---
Fit crov, o' l• /
0 3'• d sleet 0 " Yap 0rwna 0
` B Min. O. 1.0 fl. MID. O- 1.0 H, q 1
8 B. 1.0 Ft. AUn 0 -1.0 fl. �KO °ioN .
b. S,0 H, b -5.0 Ft. MIn,D- VAR,
h- S.0 FL fiu. u
h- 5.0 F, 8. 3.0 N. Yd,
-L- STA, 104 +50 to STA 142 +00 LT ODE -4025 CY -L- STA. 151 +60 to STA.181 +00 LT b- 6.0 R.
-L- STA 131 +39 TO STA. 156 s50 0.T
-I. STA. 147 =00 IA STA. 151 +50 LT DDE -264 CY DOE -6255 CY DDE =261 CY -L- STA. 142 +00 IA SEA. 147 +00 LT
DDE -202 CY
NOTE: ALL DRIVES ARE 12' UNLESS NOTED OTHERWISE,
PAVE ALL DRIVES TO BACK OF TURNOUT RADIUS,

m
a
u
ui
�t
a
A41F14
Bie�"•11EErt
N tN&��XN
a
•S�
2smus
BLUE ROCK
OB 3
/ I
WILBER STRAYHORN,
IW
•1 �
'
'i
ET UX
LATERAL MDITCH -
i
SEE DL T (i5
«I
S
o6 DORIS HUMPHREY
I
DS 163 PC 409
I
DB 324 415
I
jll7�
INC.
N 0451.97' E
n
a ,PROP^. UI
o
1
08 137 PC 217 �
S 04.51.47' N
NO9 '•
If vs.00 00
FORREESSTTER °a
xYft fAeAatn .'
o OB 137 PC 206
F
' AVQN CARTER
08.365 PO 676
S 09'51.97' W
A:F✓R.2J
m
a
u
ui
�t
a
A41F14
Bie�"•11EErt
N tN&��XN
a
•S�
2smus
BLUE ROCK
OB 3
/ I
.�...
I
•1 �
'
'i
- .tl���
LATERAL MDITCH -
i
SEE DL T (i5
a I'� N
I
e H
£ WILLIAM F. E'
DB 324 415
jll7�
INC.
2'CHL Q JSBw
n
r ins
s �►,s►���
z- .L --
WIT
-m
ii �r ► ar+r!'��F��
m
a
u
ui
�t
a
A41F14
Bie�"•11EErt
N tN&��XN
a
•S�
2smus
BLUE ROCK
OB 3
/ I
.�...
I
•1 �
'
'i
- .tl���
LATERAL MDITCH -
i
SEE DL T (i5
a I'� N
I
e H
£ WILLIAM F. E'
DB 324 415
66
INC.
2'CHL Q JSBw
)
1
I .'
DENOTES .HAND
CLEARING
1 - POWER POLE
FILL IN WETLANDS
PROP. 0/H POWER
IN Utility Permit Drawing
fELE, Sheet 1.3 of 920
Revised 1/30/15
18E 196' TRENCHLESS INSTALL TELE.
189 TRENCHLESS 1 TALL WL °
A
i
68 '
- I
LE4w00D WILLIAMS HEIRS I \ FZ7 ,\+ ESTATE FILE T4 -E -22 LATERAL S'BASE DRCH AROETT
SEE DETAIL C 'rB TIC 2.00 -L• 120.00' (
TEU 67 I IT. _ \ \
MA t5F0 D8R72 PC 196 �ml
IN C/A �kNCE"- I' r'- -EEW,\
C B Alp RAP 4141 F <07,OOrii�
ES B TONS 170.00'117) I.
WIT"
PROJECT REFERENCE N0.
SHEEI Nu-
R-26 UE-13
>PFik;zlG{_ NARY >P» ?f> >? DESIGNED Br: MEH
Nii ` 17(1''�lOR USE: »:FOR:: >C:ONB:TR iGT >IflN DRAWN BY; EH
of CHECKED BY: CDB
m�+ APPROVED BY: B
_ 8y SRS 2007 REVISED:
rIAD NORTH CAROLINA
® DEPARTMENT OF
TRANSPORTATION
,� U/1LITIES ENOINEEAING SEC•
PHONE:L919 )707 -690 UT IL IPLANSNONLrCTf01
®
ryljg UTI LITY25C40NSTRUCTION
/ � m
/ N E
Y.Ta
L E
BRANT, ET YIR
PROP, 6" WATER LINE, De 227 Pc 431
� IsexD
3
\IJAMES. as
iF.G DER. JR. BEGIN A F 92 VAN S. SN1TN
00 169 PC 160
OB w6TPO 78•ET Ux % \' W$ ALEXA ER SMITH. IN ,sFD 14� 11
80.00 -Wk ,n PC 04'I 170.00 (LT. 0 4 , 71 FND VA �ENGE \ 120.00` L7.` CLASS 8 Al RAF "d 6
-L- f5f. 0 TONS 175. 01f i
\ \\
(209I'N T. ) 147 OQ UA F CE I i .I h© 1514 ISBEO ST, 10 Sy
CjfOTEXTILE \ �(
�___ — _
zTV — 1507 /iiv zrvg
IIIV 35. ,n[� — IB' OCP =i
_ _
REMOVE SYSTEM -
I 1 , -� -- -- --
��ri ►ate .
.._.. .- .- •.f��� -
- .tl���
-m
ii �r ► ar+r!'��F��
TERAL 'V' DITCH
EE PETAL H ark V� :1
MABEL S. pEAVER MABEL 5':'a'EAVERe n
DB 207 M-421 ? . / D8 207 PC 421 6 ruY� Q
{.• SLE)E 266 PO I o e• L MC 'R' SLUE 266 PC i N . I 'A
69 �i LL 69 R # 73 74 7
SITE 25 72
HAND CLEARING ,09
F F DENOTES FILL IN I
WETLAND
_/ =15 RCP
VR\D S
. 1( 3
K- $� S -- N 1516 pl
u 8
®
105.00'(RT.
LATEPA'Y'DITCH 7, E UA FiENCE /
�° k SEE DETAIL N r _
�+.' .k �Q ¢ &'h .^� W S a p 105.00 AT.)
�' aNyt t � �'b(n k $7 � � �� �' = n �' i .. mX o,
o A "' 4 �8�•2 Q�. ..i N \ + ti 157.00' (AT.)'
Sk
. .� U` �0 145.00' (RT.)
JOSEPH T UXYANT. 9y'" _ _
RT X
76 V, oe Br Pc 003
MATTREO MOO. , A. ET
DB 639
AR. WILLIAMS 836
OCA wB 13E 3 , a of P ^ 9
0 0°
L SAT 0 BEALL PAR 14 83A
$AR H $MALLw00D H RS
DB 153 PC 415 2 OLR Ml1RAEl QOY
DB 53 PC 22T. ET UK
/
ACCESS HEEDED C/ ROBERT ORR
I 206 PG 6�0
6f 8a I l
W ET I D AIL ET AIL
o LATERAL E DITCH LATERAL ' DITCH'S': ITC LATERAL N' ITCH
INrfe al.: tv. Smh1 6 , INalro 'q
a
E D =1.3 F..
Ner q;i B- 0.0 0 �N h•5.0 0 a'o n°. '' 3, 5.0 F.
ba
- STA 151 50 to STM ^ +00 LT �- ST 5I =09 TO TA, 156 -50 T bDE -7d CY - STA. 6 =50 TO S A 158 +25 RT -L- STA.164 -50 to STA 79.17 RT DOE 964 CY ' I
DYE =6255 CY /N I ST 158 -25 TO STA. 158+9 AT DDE -7 Cr DDE -147 Y NOTE: ALL CIRIVES ARE 12' UNLE 5 NOTED THERWISE. " '
sn ^ PAVP ALL DRIVES TO BA K OF TUR OUT RADIUS.
E
y�.
yEy-�V�A
i.
TIN
k�
1E y
II�
E

N 05,05,11, E
If OV4513- E
U014
100. 00' 100.0
OS,
11 11� PROP, O/H POWER
103
PROP, 6" WATER WILLIE L. BRYANT, ET UX
Da 320 PC is
At
�BERJAMIN BROWN ,
P T UX "
06 r56 PC
A C 'A" SL 162 m M 0 •4
• 4 D9 -L- L TELF
12 13' TRENCHLESS INSTAL
6jo
MINCE Ilk
ND 6' TRENCHLESS INSTALL WL
92 k '4 1 OB ANT
@ T Do fLO PC IST
CYNTHIA 0, YOUNG, EDWAR'k RYANT,ET Ux AMES HENRY BRYANT F10 I
MC '8'$L PO 1 -6- SLIDE 322 P 0
I , SEPTIC
ET VIR 'ell 08 419 DO 246 PC "3 I 104
91 Be 29(po 677 -1 Swhch- 100 8. -L-
20. + 170.0 (LT.)
FLORETTA S +3 1 LT. 8
3 3
3
RY..T 3 12 LT
DB �,j g 11 20,00' (LT.) SEPTIC 110,00,
4 SYSTEM I , I q ISBKO
SEPTIC BEGIN FENCE --+ -u
UJI SYSIPA T.:
T.) 120.0
V) ISOKO 1. 31 DITC
L C
I
I Al —1—
uj ei —0. --kQ-1-j
Lu A6,
z
0
0 T ------
RC —H
7-
+ 4w.6 ti + YL
00 Ip.-
4.
V y K\\\W,- V i JiT
,
I
• V0
0
Ij C c F
M\ J A, Ad, Vv - 7 El p TICA0
z F71- 106.001. LOTTIE
L 0
A
V FENCE
105.00 IRT J V, DITCH
SEE L N RONALD
i I 101 09.26.9)• N
SITE 26 (96
HAND CLEARING ELEANOR J. JACKSON,
ET vIR EVELYN 11
11 14 pd
EX PL % DO 2 PO 300
I JAMES RAY MOORS ESTATE 08 FILE S� ,
x
DO 33 PG US
Oxo-
09
X
MOORE- JR., UX
DE *
WA"r THE. 129 PO 639
DETAIL P T DE AIL E
z L DITCH CH 'NEL CHANGE SPE CH LATE ITCH
,,T 0110 Rals) �t � WIT I T la
Propene Natural
3.0 ff. 3.0 F.':
b a 1.0 Go 0A a Min. VAR, 5.0 ff
d Ground n J."
D Ed.t. ChOnli
.0 Max. d-
2 S
----:L- —STx S -L- STA, 174�50 STA. 175�30 JRTI
Mh B I -L- STA. I 1, 00 1. STA,185-50 LT
IU C FIT
Z� DOE-6255 CY MI.. b ODE -7M CY
Typ 0 V—. cl— Rip flop
... . ......
- - - - - - - - - - - - -
WEYERHAEUSER COUPANY
(LTj DO
'9
`'
9 SEE DETAIL R
-L-
120.00'tLf.�
G +3 L- LAII.IA1.3L EASE D11
IN CIA FENCE
REMOVF. F OOT
9.00 T SEE
aRI•GE
24 + 2
LATERAL 3'AASf DITCH
S ES DETAIL C
V
Oro"" "K.
Hr _ T,
04
ZMV!rl
RX
PROJECT REFERENCE NO. SHEET NU.
R-26140
-14
DESIGNED BY: MEH
DRAWN BY.
CHECKED BY: QQB
APPROVED BY! QQ
83/ SRS 2007
REVISED- - -----
NAD
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENOIKER11SEC'
PH ONE (9 19)77
UTILITY CONSTRUCTIO
FAXIii19250-o41561
PLANS ONLY
UTILITY CONSTRUCTION
Utility Permit Drawing
......
Sheet of 10
.......
Revised 1/30/15
PROP, UG TELE.1
WEYERHAEUSER COUPANY
(LTj DO
'9
`'
9 SEE DETAIL R
-L-
120.00'tLf.�
G +3 L- LAII.IA1.3L EASE D11
IN CIA FENCE
REMOVF. F OOT
9.00 T SEE
aRI•GE
24 + 2
LATERAL 3'AASf DITCH
S ES DETAIL C
V
Oro"" "K.
Hr _ T,
04
ZMV!rl
RX

v
2
vi
t.r
r� ♦ L76:yl�
Utility Permit Drawing
Sheet iO of •)0
n-c
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
REVISED:
'2 DEPARTMENT OF
a o , P /Sla /3 +4497 P(SIO 152723 TRANSPORTATION
- d 1/3 0/15
PROP. 0/H POWER
43
I
PROP, U/0 TELE. i Tf )
I I
o '- I I
o i
SPECIAL UTERAI. 3' BASE DITCH j 0
SEE DETAIL AP
T, �i I
,0 f I
1374.00'I0.T,
d I I
m
1 I
+55.00 -LBUS- I I I
IJI.UV'IM1I.f ,L ��_
1 44 REMOVE 24'
PROP. 6" WATER LINE
124' TRENCHLESS INSTALL TELE1
REMOVE 30' RCP
TIE TO
EXIST. SWALE
O
SEE ETRD AN DITCH
N' -�
REMOVE 15v CMP
SPECIAL LATERAL , DITCH --�
SEE DETAIL AO
REMOVE 15" CMP
148
�J
T �
P. of. d�
A
A
fA
fI
�I
\ E
\ REMOVE 24' CMP ) \
I / 1
i {
I /
2611
I /
O�
Rev se
STANDARD 3' BASE DITCH
p = j• 44.35.3' (LT)
A = 33'37'57. 4 (170
YUCLASS 8 RIP PAP
Uf TIES ENGINEERNG SEC•
x SPEC CH S
STANDARD p
STAND TCH S
SPECIAL LATERAL
_ (3N 1. 1mh7 I
543` 46.5•
0 = 22 02`12fi
EST. 21 TONS RIP PAP
PHONE:l919 )70T -6690
O
UTILITY CONSTRUC710
a "v -.• c
y
rov.. �y� t
r.ve 9 o A:�ov' o•e. "a e
L 6533`
L = 152.62
SPECUl. LITERAL. N' DITCH
FAK:(919 1250-4 1 9 1
PLANS ONLY
SEE DETNL AO
`�
51
R = 0X
R =
UTILITY CONSTRUCTION
82.00' LT.)
+ _
61.50 (LT.)
33.00' (L ,l
30.00' LT.
26X
I F
m
SE = SEE PLANS
SE = SEE PANS
35,00
50.00'
a�
� O �
0. ( .1
STANDARD DITCH
SPECIAL CUT DITCH
'O
35.0 (_
DETAIL DITCH
LATERAL 3' BASE DITCH
•E
_
51.00' (LT.)
SPECIAL LITERAL BASE DITCH
L B
SPECIAL
xa'q
PUE
Il+elro sw'.]
L "elh k^u1
.p SEE DETAIL D
REMOVE
.>: (NER
Iwlh
�revm
__�L�Y".°t'�1'°��_��� �1 ia'p
_ ogle
h. .re ♦. o Fy `e' YeM
Oran.•
Mr•
D t'.pde� jan
I<v
p
\_.D
L M%n.0• 2.0 fl.
tAn. D= 2.0 N.
B A9n.D• 111.
9. 3t1.
G.¢•s1. Nin. D• 3.0 h.
�,.•? =0 ry.0 fl.
�\
I 0 3 H.
1.
y.
\
S- STA13 +70 TO STA 19 +44 (RTI
-DRVI- STA 12 +06 TO STA 17 +00 (RT) :00 (LP
_DRY1- STA 11 +4! TO STA. 18 T
dune- CIv e N
h
-LBU
/
-LBUS- STA19 +77 (LT)
\ E
\ REMOVE 24' CMP ) \
I / 1
i {
I /
2611
I /
0 R LBUS- STA.2' =00 10 STA21 +50 (ITT) !Nn.O• IA N.
-ORVI- STA 11 +45 TO STA. 12+06 (RT) -DRVI- STA, 17 -0 (T) - TT1I
.+ 1 -LBUS- STA. 21 +50 TO STA, 25 +00'RTj
REMOVE 36' CMP i _
V�K \ DETAIL D
LATERAL BASE DITCH
Do 1.5 PI.
�/ �� \ E B 30 P•
REMOVE 24' CMP
STANDARD 3' BASE DITCH
p '
YUCLASS 8 RIP PAP
x SPEC CH S
STANDARD p
STAND TCH S
SPECIAL LATERAL
_ (3N 1. 1mh7 I
IN.Ih Leal l
lnrth lw.l (
EST. 21 TONS RIP PAP
t•. ,.,d !bP' r
a "v -.• c
�� +•Iro.
rov.. �y� t
r.ve 9 o A:�ov' o•e. "a e
eu o4 a
c!.w.e <•t �
SPECUl. LITERAL. N' DITCH
Mln, D- 1.5 f'. -
- kM,. D. YAA
SEE DETNL AO
-ORVI- STA 11 +45 TO STA. 12+06 (RT) -DRVI- STA, 17 -0 (T) - TT1I
.+ 1 -LBUS- STA. 21 +50 TO STA, 25 +00'RTj
REMOVE 36' CMP i _
V�K \ DETAIL D
LATERAL BASE DITCH
Do 1.5 PI.
�/ �� \ E B 30 P•
REMOVE 24' CMP
STANDARD 3' BASE DITCH
YUCLASS 8 RIP PAP
SEE DETAIL Al
ESL 25 C,Y. ODE
U
EST. 21 TONS RIP PAP
EST. 47 SY, P.O.
--
SPECUl. LITERAL. N' DITCH
SEE DETNL AO
)U
51
+
82.00' LT.)
+ _
61.50 (LT.)
33.00' (L ,l
30.00' LT.
A
u
+ 03.00 -LBUS-
35,00
50.00'
LT.
lT.
0. ( .1
+70.00 -DRIA
'
(LT.1
'O
35.0 (_
RETAIN
CL 5 RIP RAP
EST, 3 TONS
A I
_
51.00' (LT.)
ST. 11 Sy OEOTE)
60
++
lu
PUE
REMOVE
A�
60
ILA
147
P \ \ I
1 X. i
l / /
T.) /
N- i
r
-E-
SPECIAL GUT BASE DITCH
SEE DETAIL AI
\ 0 5,0 N.
/ -LBUS- STI 13 +00 Io STA, 19 +40 LT
m �
1
1
1>;
147 L1
1 �
.62 T �� 1
0.00' (LT,) - 35.120' (LT.) /
/A
•/ / L
STANDARD IV' DITCH
SEE DETAIL Y
55.00' RT.) SLOPEo0.01866
SPECIAL CUT DITCH EST. 14 CY DOE
SEE DETAIL AK
PDE
70,00'IRT.J
0 -0RVI-
75. 0' RT.
EO
47
R_ c0\ i
�h
;1 its•; ,..,r;r -,: � . -.,,.
SEE SHEET 40 FOR -LBUS- PROFILE

WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
ac
Excavation
in
Wetlands*
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
L 14 +85 - 21 +27.10
OH Power/ 6" Water Line
0.01
0.11
0.35
2
LBUS 10 +99 - 14 +00
OH Power/ 6" Water Line
<.01
0.10
0.15
3
L 23 +8274 - 24 +54.75
6" Water Line
0.01
0.03
4
L 30 +09.12 - 30 +33.16
OH Power/ 6" Water Line
<.01
0.01
5
L 33 +24.70 - 35 +37
OH Power/ 6" Water Line
0.12
6
L 37 +03.24 - 37 +10.52
OH Power/ 6" Water Line
<.01
7
L 37 +79.43 - 40 +68.89
OH Power/ 6" Water Line
0.12
8
L 49 +53.15 - 49 +73.23
OH Power
0.01
9
L 61 +85.84 - 62 +63.94
OH Power/ 6" Water Line
<.01
0.04
10
L 64 +85.68 - 66 +69.71
OH Power/ 6" Water Line
0.09
11
L 64 +82.90 - 65 +02.91
OH Power
0.01
12
L 76 +79.36 - 76 +89.85
OH Power
<.01
13
L 78 +03.15 - 79 +72.19
OH Power
0.10
14
L 80 +73.42 - 81 +67.23
OH Power/ 6" Water Line
<.01
0.01
0.02
15
L 95 +17.90 - 100 +16.87
OH Power/ 6" Water Line
0.01
0.18
16
L 92 +90.92 - 93 +10.19
OH Power
0.01
17
L 106 +37.92 - 108 +92.00
OH Power
0.10
18
L 122 +89.61 -123 +09.95
OH Power
0.01
19
L 127 +14.66 - 127 +70.53
OH Power/ 6" Water Line
<.01
0.02
20
L 128 +15.72 - 128 +89.88
OH Power/ 6" Water Line
<.01
0.02
21
L 130 +03.89 - 131 +31.42
OH Power/ 6" Water Line
<.01
0.02
0.04
22
L 135 +44.57 - 136 +16.23
OH Power/ 6" Water Line
<.01
0.03
23
L 146 +17.42 - 148 +52.41
6" Water Line
0.03
24
L 149 +60.12 -150 +62.20
OH Power / 6" Water Line
0.02
0.03
25
L 160 +31.11 - 162 +21.27
OH Power / 6" Water Line
0.09
26
L 172 +38.67 - 172 +69.97
OH Power
<.01
28
L 36 +28.65 - 36 +48.73
OH Power
0.01
29
L 45 +80.71 - 46 +00
OH Power
0.01
20 Poles
Power Poles
0.05
TOTALS: 11
0.07
0.27
1.63
Note: " TEMPORARY FILL AND TEMPORARY EXCAVATION WILL BE USED TO INSTALL THE 6' WATER LINE
BY METHOD OF OPEN CUT
Utility Permit Drawing
Sheet A2 ®f
Revised 02/05/15
4TN R-i-d 3/3105
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.2.4 (R- 2514C)
SHEET 1 OF 1

Merged with Impact Summary Sheet 17 of 20
Utility Permit Drawing
S heet-- 1–T—of –.2-0--

Merged with Impact Summary Sheet 17 of.20
Utility Permit Drawing
Sheets ®f o

BUFFER IMPACTS SUMMARY
:IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE STATION (FROM /TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
25 POWER POLE L 182 +00 - 182 [phone]
TOTAL: 519 0 519 0 0 0
Utility Permit Drawing
Sheet

IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE STATION (FROWTO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft) (ft2) (ft2) (ft) (ft) (ft)
25 POWER POLE L 182 +00 -182+20 519 519
TOTAL: 519 0 519 0 0 0
Utility Permit Drawing
Sheet 7-1 ®f=
Rev. May 2006

01/23/2015
R -2514D NEU Narrative
Utility Owners:
® Power: Duke Energy Progress
Duke Energy Progress (Distribution) — (contact: Sheila Talton, 919 -481 -6126)
Duke Energy Progress (Transmission) — (contact: Jamie Loy, 919 -546 -6034)
Jones Onslow EMC (Distribution) — (contact- Ken Jones, 1 -800- 682 -1515, ext. 306)
® Telephone: Century Link (contact: Jeff Shepard 910 -577 -9357)
CenturyLink — (contact: Anthony Melilli, 919 -577 -9359)
CenturyLink — (contact: Mack Peel, 252- 824 -2407)
® Cable TV: Time Warner (contact: Vincent Brayboy, 910 -219 -6615)
® Water: Town of Pollocksville — (contact: Johnny Chadwick, 252- 224 -9831)
Jones County Water — (contact: Mike Houston, 252- 448 -8000)
® Sewer: Town of Pollocksville — (contact: Johnny Chadwick, 252- 224 -9831)
® Gas: Piedmont Natural Gas (contact: Larry Priest, 919 -583 -2276)
General Utility Relocation:
All utility lines inside the project limits will be adjusted as necessary or relocated away from
construction before project let.
® Power: existing power (Distribution) lines to be relocated:
o Duke Energy Progress
—L— at Sta 363 +00 — 369 +0o LT & RT
—L— at Sta 543 +00 — 546 +5o LT & RT
—DRV3- at Sta 16 +50 — 20 +75 LT & RT
—Y3— at Sta 13 +80 — 38 +05 LT
—Y3— at loop and ramp A and D
—Y3A— at Sta 13 +25 —15 +81 LT
—Y4— at Sta 23 +55 — 30 +00 RT
—Y6— at Sta 10 +00 —19 +0o LT & RT
—Y7— at Sta 13 +65 — 21 +25 RT
—Y8— at Sta 24 +25 — 31 +4o RT, and including part of —Y9—
At loop and ramp 10
Power lines will be relocated to the proposed locations with no impacts.
1

01/23/2015
-Y4- at Sta 26 +io - 29 +6o LT
o Town of Pollocksville
-Y3- at Sta 22 +80 - 35 +7o RT
Sewer lines will be relocated to the proposed locations with no impacts.
® Cable TV:
o Time Warner
Time Warner has overhead CATV Aerial along the -L- line joint use with Duke
Energy Progress and Jones - Onslow EMC.
-Y- Lines the overhead is in joint use and attached with Duke Energy Progress
and Jones - Onslow EMC.
The underground is encroaching on the -L- and -Y- lines.
CATV lines will be relocated to the proposed locations with no impacts.
® Natural Gas:
o Piedmont Natural Gas
-L- at Sta 521 +50 - 532 +20 LT
-Y3- at Sta 20 +00 - 35 +20 LT
Gas lines will be relocated to the proposed locations with no impacts.
3

w
See Sheet 1 -8 For Conventional Symbols
See Sheet 1 -C Thru f -I For Survey Control Sleets
Q 913RIN CO STRU ION n0a
4 -Y3 ST +7 .
a=
MO �w
r, �
vE 0 2e N
°
STATE OF NORTH CAROLINA
DIVISIDN OF HIGHWAYS
i
r .�I
LOCATION: I 1 =F TO THE NEW BERN BYPASS
DRAINAGE, TYPE OF WORK GRADING, 1 STRUCTURES
NEU PERMIT PLANS
May 14, ,;
STA. 12 +13.00 �o0e -NDSiJ D +
�' O OA
O
�3�F .
370+ 5.00 �I
)NSTRUCTION O .l
TRENT RIVER \ . I -- ., -
- mmMnc
p4as(T 0.0.A0.sNK xn -N0.
•C R -2514®
seder 1 PE
r Zi
BEGIN CONSTRUCTIt' N END COI
-Y7- STA. 16 +23.00 I w F78—A--Sr
MA. END
c• -Y10-
+23.00 I a-�
PROJECT LENGTH
P /epored In the Office of: y HYDRAULICS ENGINEER
DIVISION Off` HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 17610
LENGTH OF ROADWAY TIP PROJECT R -2514D = 5 894 Miles 1011 STANDARD MCMCA77GNS ------ - - - - --
Utility Permit Drawing
Sheet--t—of---L_
60.'4 of uoarp�4,a:
L PLANS DHV = 7 k r� ;
° D = 65 % LENGTH OF STRUCTURES TIP PROJECT R- 1514D = 0.489 Miles INTER
C* 50 25 Q 50 1q0 RIGHT OF WAY DATE: JAMES A. SPEER P.E.
o'o,* I ' T = 7 % $ PBCVECT svGlvm .ROADWAY DESIGN
I N * TOTAL LENGTH OF TIP PROJECT R -2514D = 6.383 Miles SEPTEMBER 27, 2013 "r o�
I�:Ww ENGINEER of eQ
"a PROFILE (HORIZONTAL) V = 70 MPH TRna
oT� ° TTST =4 % DUAL =3 °h LETTING DATE: DANIEL W. GARDNER, JR., P.E.
N � 10 Q 10 20 FUNC CLASS = FREEWAY PROJECT DESIGY ENGINEER - - - - - -- -- - --
}� JUNE 16, 2015
I ?ice PROFILE (VERTICAL) STATEWIDE TIER SIGMAITURE. ex
=j
L—
�U
c± J
J 0
END B DG
-L- STA. 320+ ff
BEGIN O RU I 0 GIN RI E r
.0 - - A. 36 +
IN R =
+77.97
BE IN R N \
j I
-Y3¢- TA. 10 +13.55 1
I -
4
C 4
N
�GGs� t
e I> 1
1
POLLOCKSALLE
C3 —
—_
7
CC I
ND N TI N ON
I N
-Y3- STA, 38 +00.Q;
STA. 300 +00.00 -L- BEGIN TIP PROJECT R -2514D
-° T
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
i ®0 T
THIS IS A CONTROLLED- ACCESS PROJECT WITH ACCESS BEING LIMITED
+ C
CLEARING ON THIS PROJECT SHALL BE PER ORMED TO LIMITS ESTABLISI
GRAPHIC SCALES DESIGN DATA
DT 2015 =
z 5
50 25 0 50 1Q0 A
a
' ADT 2035 = 15,700
c °
STATE OF NORTH CAROLINA
DIVISIDN OF HIGHWAYS
i
r .�I
LOCATION: I 1 =F TO THE NEW BERN BYPASS
DRAINAGE, TYPE OF WORK GRADING, 1 STRUCTURES
NEU PERMIT PLANS
May 14, ,;
STA. 12 +13.00 �o0e -NDSiJ D +
�' O OA
O
�3�F .
370+ 5.00 �I
)NSTRUCTION O .l
TRENT RIVER \ . I -- ., -
- mmMnc
p4as(T 0.0.A0.sNK xn -N0.
•C R -2514®
seder 1 PE
r Zi
BEGIN CONSTRUCTIt' N END COI
-Y7- STA. 16 +23.00 I w F78—A--Sr
MA. END
c• -Y10-
+23.00 I a-�
PROJECT LENGTH
P /epored In the Office of: y HYDRAULICS ENGINEER
DIVISION Off` HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 17610
LENGTH OF ROADWAY TIP PROJECT R -2514D = 5 894 Miles 1011 STANDARD MCMCA77GNS ------ - - - - --
Utility Permit Drawing
Sheet--t—of---L_
60.'4 of uoarp�4,a:
L PLANS DHV = 7 k r� ;
° D = 65 % LENGTH OF STRUCTURES TIP PROJECT R- 1514D = 0.489 Miles INTER
C* 50 25 Q 50 1q0 RIGHT OF WAY DATE: JAMES A. SPEER P.E.
o'o,* I ' T = 7 % $ PBCVECT svGlvm .ROADWAY DESIGN
I N * TOTAL LENGTH OF TIP PROJECT R -2514D = 6.383 Miles SEPTEMBER 27, 2013 "r o�
I�:Ww ENGINEER of eQ
"a PROFILE (HORIZONTAL) V = 70 MPH TRna
oT� ° TTST =4 % DUAL =3 °h LETTING DATE: DANIEL W. GARDNER, JR., P.E.
N � 10 Q 10 20 FUNC CLASS = FREEWAY PROJECT DESIGY ENGINEER - - - - - -- -- - --
}� JUNE 16, 2015
I ?ice PROFILE (VERTICAL) STATEWIDE TIER SIGMAITURE. ex
=j
L—

I
1
m PROJECT KEFFKENCE NO. SHEET NO,
v
I n
1 � R -25140 UE -02
MY SHEET NO.
I 0.0ADWAY DF71GN HYDMUUCS
I ' �EU PERMIT NS
NGINEER ENGINEER
Sr*/7r6 Pe wing
A - 28'45224'(RT)
D 0.i3 Revised Jan. 23, 2015 Sheet—o —r
5
I L - 5J83163'
T 2,647,63 = :uorxo9�ns ra;;eoxaeicucnoc >.
SE 4 / .025 g
� SZ
RO - 47
SO WILLIAM T. BLAND
I DB 353 PG 364
PLAT CA& 8 SLUE 350.4
FORMERLY CAROLINA P KR &GLICHT COMPANY DENOTES HAND
(RNENS 270 KY SUBSTATION 1
I DB E95 PG 576 CLEARING
OB 166 PG 210 \
Vpl % DE WET[ANDL IN SITE I -BL- 66 PINC 2664-88.67
15204.43T SF
0.349 AC E
--- °-------------- ° - - - -\ \ ` - -- --L-- - - - - --------°-- - - - - - - - - - -
- - - -P ------- - - - - -" ----- ° - - - ---
1 E(EC0 %R1C �'?`•:°.."' -,�.. - -- c - ^- - -- — — — — .- - - -- °
V — — — — — — — —
�-- ---- -r -- -° - -- .xu o(x ra dFRi pq
BK( '28
SEE SHEET �r
b b ELEV, 39.62' y- - PIN 259+35.51 a V
I r +46.06 -14 Y<
+ . I -T7• r ,.� \\ � i � ._ _ - - - �- - - - - - - - - E- -
1.73 -L-
4. 19.36
4 -= - = Lu
-
_
+00.00 -I.
F y ._ --_ f` y F F* _ F F F F — "yam- F — —F — f . I • F F P F F F �L�ea.I
O 1 +a6� .r �10 `\ wI
9' / • 811 CAT -1
12' PS
® S 16 20 / 12' PS
8, , b \ v n
I Mill Jr 3 - •k 4�
x F$ 90 2901 f
m, � \B �
4' S 4
n X a I * E 90 I, 70 4' PS 0
ry
PS 90 � 10 PS BIYGBA 121
20 1 : n acr-ry Rw �
—
s F _ f -. F F F F lST.7'IF f ~J= F F ''` , IlD y
ca: - P X FST, 110 .01 /4 T �• Ny, '�o� /(�(O F " '-F .t �
-L- 553 +15 / T.I UTONSF P r �-
I ® 7 sr G[oTEMIEE
z \
r �e
I +61.73 R. . X
a Go [] A y � � 1; \ / +55.00 -E.. _
a a IV- Q
I m ( � /..
A� n' cR� A 350w o Q Si T E (� 3: Y. 17488.7514 SF 09 9353 PQ 364 u
I v 1 { � J 4015 AC / _ / / s� PLAT CA&8 SLUE 750•1
1! Ede / : ✓ S•
I m
JA8 Z 40 179 trPC PC 419 A
[AB 2 /
RUYNIE M. BLAND
I o I I a 44 YB 13 PG 56 DB (93 PO 2F1
I 1 1 OR 5 ENERGY p*
FORMERLY C OLpEA RER & LIGHT COMPANY Ep`'
1 a 1 l (E US 2 kY SUBSTATION) a
A 55 PG 976
1 1 P 166 PG 2q /
I a 1 I
I w I!
I m 1
I
I ary 1
I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 550 +23 TO
552 +23
Aerial Power line
(Transmission)
0.35
L
-L- 547 +35 TO
550 +11
Aerial Power line
(Transmission)
0.40
1
-L- 551 +57 LT
Power Pole
(Transmission)
< 0.01
2
-L- 549 +03 RT
Power Pole
(Transmission)
< 0.01
TOTALS:
< 0.01
0.00
0.00
0.00
0.75
0.00
0.00
0.00
0.00
0.00
Note :
Utility Permit Drawing
Sheet.. ®f
9V S.2� i /,3 %oS
Revised 3131105