20220870 Ver 1_ePCN Application_20220624

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
6/23/2022
BIMS # Assigned* Version#*
20220870 1
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Select Project Reviewer*
John Perry:eads\jmperry2
Information for Initial Review
Reviewing Office*
Wilmington Regional Office - [phone]
la. Name of project:
COURTESY COPY Angola Bay Pocosin Wetland Restoration
la. Who is the Primary Contact?*
Kyle Greene
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
6/24/2022
Nearest Body of Water
Mill Pond Creek
Basin
Cape Fear
Water Classification
C; Sw
Site Coordinates
Latitude:
34.650480
A. Processing Information
Longitude:
-77.838524
County (or Counties) where the project is located:
Pender
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
2 Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
e 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
27 - Restoration
03 - Maintenance
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
tf. Is this an after -the -fact permit application?*
O Yes O No
O 401 Water Quality Certification - Express
O Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
O Yes O No
1j. Is the project located in a designated trout watershed?
Yes 's No
B. Applicant Information
0 Unknown
OYes 0No
OYes 0No
td. Who is applying for the permit?
❑ Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
State of North Carolina
2b. Deed book and page no.:
Book 2992/Page 167; Book 3106/Page 026; Book 2749/Page 307
2c. Contact Person:

2d. Address
Street Address
C/O NC State Property Office
Address Line 2
City
Raleigh
Postal / Zip Code
27699
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Kyle Greene
3b. Business Name:
Kris Bass Engineering
3c. Address
Street Address
219 E. Chatham St.
Address Line 2
Ste. 205
City
Cary
Postal / Zip Code
27511
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
State / Province / Region
NC
Country
2f. Fax Number:
State / Province / Region
NC
Country
3e. Fax Number:
C. Project Information and Prior Project History Q
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Burgaw, NC
2. Project Identification
2a. Property Identification Number:
3372-08-3735-0000,3372-28-8454-0000;
3353-82-0214-0000,3343-06-4784-0000
2c. Project Address
Street Address
John Bishop Rd
Address Line 2
City
Burgaw
Postal / Zip Code
28425
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Mill Pond Creek
3b. Water Resources Classification of nearest receiving water: *
C; Sw
2b. Property size:
7500
State / Province / Region
NC
Country
US
3c. What river basin(s) is your project located in?*

Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300070601,030300070609,030300070605
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The project is located along the southern end of the Angola Bay Game Land in Pender County, NC. Much of the 7,500-acre project area is currently or was formerly managed for timber
harvest. The area was historically pocosin wetland before being ditched and drained to facilitate timber harvest. This intensive drainage effort has drastically altered the natural pocosin
hydrology, leading to drained conditions and unnaturally low groundwater levels. Portions of the project area are currently undergoing timber harvest, and the dominant tree species in the
area is loblolly pine.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes O No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
7430
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The purpose of the project is to restore a more natural hydrology to the drained pocosin wetlands. Several water control structures are proposed at strategic locations in the existing
ditches to restrict drainage from the property and restore the water table to a more natural state. Flashboard risers and sheet pile weirs will raise the water table to a level more suitable for
natural pocosin vegetation and hydrology while also allowing NC WRC to continue to manage the site for habitat. In addition, several existing dirt roads through the property will be raised
to preserve access to the property.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project involves the installation of 11 flashboard risers at 9 locations at canal junctions and areas of off -site drainage to raise the water table in the project area. 27 sheet pile weirs will
also be installed at various locations in the main north -south drainage ditches to incrementally raise the water table without flooding areas of lower elevations. Approximately 15 miles of
dirt roads, both internal and at the project boundary, will be raised to provide a minimum of 1 foot of freeboard from planned water levels in the ditches, and a minimum of 2 feet of
freeboard at the project boundary. Due to the drained conditions on site and the intermittent flow that occurs in the north -south drainage ditches, the proposed impacts to existing wetlands
and streams are considered to be minimal. It is anticipated that less than 0.5 acres of wetlands will be temporarily disturbed during the installation of water control structures. All work will
be completed in the dry and a typical pump around system will be used to achieve this as required. At the conclusion of construction, all disturbed areas shall be planted and seeded to
ensure a healthy stand of vegetation. Typical large machinery such as dump trucks and excavators will be used to truck in material for road raising and to install each water control
structure.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
0 Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified 0 Unknown :•; N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
0 Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
LI Wetlands G Streams -tributaries 0 Buffers
❑ Open Waters 0 Pond Construction
2. Wetland Impacts

2a. Site #* (7)
2a1 Reason (7)
2b. Impact type* (7)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(7)
2g. Impact
area*
1
Weir installation
T
Pocosin
Angola Swamp
Yes
Both
0.390
(acres)
2g. Total Temporary Wetland Impact
0.390
2g. Total Wetland Impact
0.390
2i. Comments:
E. Impact Justification and Mitigation
2g. Total Permanent Wetland Impact
0.000
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Temporary wetland impacts are expected to be minimal. Existing dirt roads will provide construction access to the site. Flashboard risers will be installed
in large existing drainage ditches, resulting in no additional impacts. Sheet pile weirs will be installed in existing drainage ditches as well, and tying these
structures into the ditch banks will result in a small, 25-by-25 ft temporary impact at each weir location.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All construction access will occur in previously -disturbed areas of the property. Construction machinery is expected to remain on the existing dirt roads
and not cross any of the drainage ditches or enter the wetland areas. Minimal removal of vegetation is expected on the banks in the immediate vicinity of
each of the sheet pile weirs.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes n No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project will not result in any permanent impacts to wetlands.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
If no, explain why:
The project area is not in a protected buffer. These buffers only apply to the following watersheds: Neuse, Tar -Pam, Catawba, Randleman, Jordan and Goose Creek watersheds
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
G Yes O No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
O Yes O No
Comments: *
Less than $10 million in public state funding is provided for the construction of this project, and less than 10 acres of public lands are expected to be
disturbed resulting in substantial, permanent changes in their natural cover or topography. In addition, the project does not appear to have a potential
detrimental environmental effect upon natural resources, public health and safety, natural beauty or historical or cultural elements.
2. Violations (DWR Requirement)

2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
This project is a wetland restoration and is expected to improve water quality. The project is not expected to result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0Yes ®No0N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes • No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes • No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes 0 No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
0 Yes • No
5g. Does this project involve bridge maintenance or removal?
0 Yes 0 No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes • No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://fws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4fe09893cf75b8dbfb77 USFWS Critical Habitat for Threatened and
Endangered Species Web Map
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://www.habitat.noaa.gov/apps/efhmapper/
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes • No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office Web Map
https://nc. maps.arcgis.com/apps/webappviewer/index.html?id=79ea671 ebdcc45639f0860257d5f5ed7
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
• Yes No
8b. If yes, explain how project meets FEMA requirements:
In the proposed project area, 1.94 ac or 0.03% is in flood zone AE, which is the 100-yr with the model and 2021.57 ac or 27% is in flood zone A, which is
the 100-yr without the model. Zone A was established using approximate methods and therefore no detailed hydraulic analysis was performed. Due to
this there is no existing flood model or base flood elevations for comparison in this area. A map of this has been included in the submittal for review.
8c. What source(s) did you use to make the floodplain determination?*
fris.nc.gov NC Flood Risk Information System

Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
PCN Topo Quad.pdf 4.57MB
PCN Soils.pdf 3.23MB
AngolaBay_PocosinRestoration_CompleteSet_90%_062222.pdf 41.67MB
pen FEMA map.pdf 9.23MB
File must be PDF or KMZ
Comments
A copy of the proposed plans have been included in the submittal for review.
Signature
C�J By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Kyle Greene
Signature
Date
6/24/2022

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Legend
Wetland Impact Locations
Red diamonds represent the locations of sheet pile weirs that will
be installed during the project. Each weir will temporarily impact a
25-by-25 ft area of wetland, for a total of 0.39 acres of temporary
0 0.5 1 1.5 2 mi
Project Area
impact. Impact areas are not shown to scale on this map, as the
Pin Hook 1:24,000 Topo Quad (partial)
impacted areas are not visible at the project scale.
Kris Bass Engineering
www.kbeng.org
919.960.1552
Angola Bay Restoration
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KRIS BASS
ENGINEERING
0 John Bishop Rd, Burgaw NC 28425

NRCS Soils Map
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❑� PaA Pactolus fine sand, 0 to 2 percent slopes
Ems Grifton loamy fine sand
❑� El Croatan muck, ponded, 0 to 2 percent slopes
Legend Red diamonds represent the locations of sheet pile weirs that will
Wetland Impact Locations be installed during the project. Each weir will temporarily impact a 0 0.5 1 1.5 2 mi
25-by-25 ft area of wetland, for a total of 0.39 acres of temporary
0 Project Area impact. Impact areas are not shown to scale on this map, as the
Streams impacted areas are not visible at the project scale.
Kris Bass Engineering Angola Bay Restoration („4
www.kbeng.org KRIS BASS
919.960.1552 0 John Bishop Rd, Burgaw NC 28425 ® ENGINEERING

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n Annual 0.2% Chance FHA Red diamonds represent the locations of sheet pile weirs that will Zone A was established using approximate methods
0 Zone AE - Annual 1% Chance FHA be installed during the project. Each weir will temporarily impact a and no detailed hydraulic analysis was performed.
25-by-25 ft area of wetland, for a total of 0.39 acres of temporary As such, there is not an existing flood model, and
n Zone A - Annual 1% Chance FHA impact. Impact areas are not shown to scale on this map, as the no base flood elevations exist for comparison in this
Zone AE - Floodway impacted areas are not visible at the project scale. area.
Kris Bass Engineering Angola Bay Restoration 0 0.5 1 1.5 2 mi
www.kbeng.org ) KRIS BASS
919.960.1552 0 John Bishop Rd, Burgaw NC 28425 ENGINEERING

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252.774.4518 DATE 3/22/2022
PROJECT ENGINEER: REVISION # 01
KRIS BASS ENGINEERING, PLLC DRAWING:
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PROJECT NARRATIVE:
THIS PROJECT SITE IS LOCATED ALONG THE SOUTHERN END OF THE ANGOLA BAY GAMELAND PRESERVATION IN WALLACE NORTH CAROLINA. THE PROJECT INVOLVES THE RESTORATION OF APPROXIMATELY 7,500 ACRES OF
POCOSIN WETLANDS AND THE RAISING OF BOTH EXISTING BOUNDARY AND INTERNAL ROADS. THIS PROJECT IS A JOINT EFFORT THAT INCLUDES STAKEHOLDERS FROM THE NORTH CAROLINA WILDLIFE RESOURCE COMMISSION
AND THE NATURE CONSERVANCY.
TO ACCOMPLISH THE POCOSIN RESTORATION PROJECT THE PERMANENT WATER LEVEL IN THE RESTORATION AREA WILL NEED TO BE RAISED. RAISING THE PERMANENT WATER LEVEL WILL BE ACCOMPLISHED WITH THE USE OF
RISER STRUCTURES, CONSTRUCTED WEIRS AND DITCH PLUGS. ADDITIONALLY, THE MAJORITY OF ROADS IN THE PROJECT AREA WILL NEED TO BE RAISED TO VARYING DEGREES TO PROVIDE A MINIMUM OF 1 FOOT OF
FREEBOARD FROM THE PROPOSED PERMANENT WATER LEVEL. FOUR INTERNAL ROADS (MARTIN, RATTLESNAKE, POSSUM TROT, AND TURTLE) WILL NOT BE RAISED AND ARE CANDIDATES FOR INSTALLING LOW WATER FORDS IN
THE FUTURE. ALL PORTIONS OF THE PROJECT SHALL BE COMPLETED IN THE DRY AND A TYPICAL PUMP AROUND SYSTEM SHALL BE USED TO ACHIEVE THIS AS REQUIRED. AT THE CONCLUSION OF THE CONSTRUCTION ALL
DISTURBED AREAS SHALL BE PLANTED AND SEEDED TO ENSURE A HEALTHY STAND OF VEGETATION.
ENGINEER'S NOTES:
1) THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINAL LOCATION AND ALIGNMENT SHALL BE DETERMINED DURING CONSTRUCTION USING BEST PROFESSIONAL JUDGMENT
AND APPROVED BY THE PROJECT ENGINEER.
2) MATERIALS LISTS ARE PROVIDED AS AN APPROXIMATION ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE NUMBER AND AMOUNT OF STONE, BACKFILL, OR OTHER ITEMS NECESSARY TO PROPERLY COMPLETE
THE JOB.
3)
A.
B.
THE LATEST VERSION OF THE FOLLOWING STANDARDS APPLIES TO THESE SPECIFICATIONS:
NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2018
NCDEQ "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 2013"
5) THE CONTRACTOR SHALL CALL THE "CALL BEFORE YOU DIG" TOLL FREE NUMBER TO MAKE SURE THAT ALL UTILITIES ARE LOCATED AND MARKED. ANY DAMAGE TO EXISTING UTILITIES IS THE RESPONSIBILITY OF THE
CONTRACTOR.
6) THE CONTRACTOR SHALL CONDUCT PRE- AND POST- CONSTRUCTION VIDEO INSPECTION OF UNDERGROUND UTILITIES TO ENSURE NO PROJECT RELATED DAMAGE.
7) ANY DAMAGE RESULTING FROM ACTIONS OF THE CONTRACTOR TO STRUCTURES OR GROUNDS ON SITE WILL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR, TO A QUALITY MEETING OR
EXCEEDING THEIR PREVIOUS STANDARDS.
8)
THE CONTRACTOR SHALL PROVIDE FOR THE STRUCTURAL PROTECTION OF EXISTING SEWER INFRASTRUCTURE AND PROVIDE PLANS FOR ANY NECESSARY STRUCTURAL REINFORCEMENT MEASURES.
9) THE CONTRACTOR IS TO ENSURE PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION.
10) THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND DISPOSING OF ANY MAN-MADE MATERIALS OR OTHER DEBRIS THAT LIE WITHIN THE CONSTRUCTION LIMITS, AS REQUESTED AND APPROVED BY THE PROJECT
ENGINEER. DEBRIS AND SEDIMENT REMOVED FROM THE PROJECT AREA MUST BE TAKEN TO A PERMITTED FACILITY.
11) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, MARKING, AND PROTECTING SEWER LINES AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE OF THE PROJECT FOR THE DURATION OF CONSTUCTION.
EROSION CONTROL NOTES:
1) A PRE -CONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE A GRADING PERMIT IS ISSUED. ALL EROSION CONTROL AND TREE PROTECTION FENCING MUST BE SETUP AND INSPECTED PRIOR TO GRADING
PERMIT ISSUANCE.
2) ALL SLOPES SHALL BE SEEDED AND STABILIZED WITH A DENSE COVERAGE OF GRASS. ANY EXPOSED OR BARE SLOPES SHALL BE RE -SEEDED OR PROTECTED WITH EROSION CONTROL MATTING SEE DETAIL 1/D5.
EROSION CONTROL MATTING SHALL BE OPEN WEAVE, 100% BIODEGRADABLE, HAVE A WEIGHT OF 780 g/mA2, AND INCLUDE OPENINGS OF NO MORE THAN 0.5 INCHES.
3) ALL BACKFILL SHALL BE SUITABLE FOR PLANT GROWTH AND GENERALLY FREE OF DEBRIS OR OTHER MATERIAL GREATER THAN 2 INCHES IN SIZE.
4) ALL ELEVATIONS AND CHANNEL DIMENSIONS SHALL BE MET WITHIN A TOLERANCE OF 0.1'
5) STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETED AREAS OF CONSTRUCTION. SPECIFIC SEEDING REQUIREMENTS ARE PROVIDED IN THE NOTES BELOW.
6) PROVIDE TEMPORARY OR PERMANENT GROUNDCOVER ON ALL EXPOSED AREAS WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PROVIDE A PERMANENT GROUNDCOVER FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR WITHIN 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
7) ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
8) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF -SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
9) THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF SOIL TO OFF SITE AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS NEEDED. THE PORTION OF
NORMANDALE DR. AND THE PARKING LOT OFF BRAMPTON LN. IN FRONT OF THE CONSTRUCTION ENTRANCE SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
10) THE CONTRACTOR SHALL ACCOMPLISH ALL STREAMBANK EXCAVATION FROM OUTSIDE THE ACTIVE CHANNEL WHENEVER POSSIBLE. ALL DISTURBED STREAMBANK MUST BE STABILIZED WITH SEEDING, STRAW MULCH
AND EROSION CONTROL MATTING (SEE DETAIL 1/D5) BY THE END OF EACH WORKDAY.
SLOPE STABILIZATION NOTES:
1. ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE
OF GRADING.
2. ANY CUT OR FILL SLOPE THAT IS GREATER THAN 2:1 SHALL BE STABILIZED WITH
PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF
PLANTINGS AND RETENTION DEVICES.
3. ANY CUT OR FILL SLOPE GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF
GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL
MAINTENANCE.
4. THE SEED BED SHALL BE PREPPED WITH THE ROUGHENING OF ALL SLOPES. SOIL
AMENDMENTS SHALL BE COMPLETED AS NECESSARY TO ENSURE A HEALTHY
STAND OF GROUND COVER CAN BE ACHIEVED.
PLAN SET LEGEND
EXISTING ROAD
— RESTORATION BOUNDARY
EXISTING CONTOUR
EXISTING CULVERT
MONITORING WELL
REFERENCE WELL
ROAD RAISING
PROPOSED RISER
PROPOSED PRIORITY 1 WEIR
•
X
•
•
PROPOSED PRIORITY 2 WEIR
PROPOSED PRIORITY 3 WEIR
DESIGNED:
U
CO
U
z
CC
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
7
0
0
H
m
up
0 II I
0 I
0
<
LOCATION:
U
w
0
E\GI\EEI\G
m
(r)
r
0
N
4
17_
w
0
0
0
0
REVISIONS
DESCRIPTION
w
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET El

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\COLA BA" RFSTORATIG\:
FXITI\G CO\:ITIO\S
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
WHITE RD.
..
1
BROOKS RD.
HARRELSON RD. RALPH RD. MARTIN RD.
..
..
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
BISHOP RD.
EXISTING
CULVERT, TYP.
\\
FERNEY RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
KING RD.
ARNOLD RD.
A
BELL RD.
RESTORATION AREA
BOUNDARY
FUSSELL RD.
ANGOLA BAY RD.
LiJ
Q
0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET E2

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
AB NATURAL
REF. WELL
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
RESTORATION MONITORING
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\COLA BA" RFSTORATIG\:
\%v\ITORI\G VJFLL LOCATIO\S
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
REFERENCE MONITORING WELL, TYP.
WELL, TYP.
WHITE RD.
W2 WHT
REF. WELL
W1 WHT
REF. WELL
MARTIN GW
WELL
I
BISHOP GW
WELL
4
OTTER GW
WELL
BISHOP SW US
WELL
1
POCOSIN GW
WELL
WILDCAT GW
WELL
BEAR GW
WELL
BEAR SW US
WELL
W4 (PINE) HARRELSON —
REF. WELL
MARTIN RD.
BROOKS RD.
W3 MARTIN
RALPH RD. REF. WELL
HARRELSON RD.
BISHOP SW DS
WELL
I
RATTLE GW
WELL
RACCOON GW WALKER GW
WELL WELL
RACCOON SW US
WELL 1
POSSUMTRAIL GW
WELL
WALKER SW US
WELL
BEAR SW DS
WELL
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
BISHOP RD.
RACCOON SW US \
WELL 2
RACCOON SW DS
WELL
WALKER SW DS
WELL
AB DRAINED
REF. WELL
FERNEY RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
KING RD.
ARNOLD RD.
4
BELL RD.
RESTORATION AREA
BOUNDARY
FUSSELL RD.
ANGOLA BAY RD.
LiJ
Q
0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET E3

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
a\coLA BA" RI- sToR,ario\:
IV DaCTs VAD
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
T
,-
WHITE RD.
..
RALPH RD. MARTIN RD. BROOKS RD.
HARRELSON RD.
TEMPORARY
WETLAND IMPACT
AREA, TYP.
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
IMPACT NOTES:
II\
FERNEY RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
1. THE DRAINAGE DITCHES ON THIS DO NOT FLOW
CONTINUOUSLY AND ARE CONSIDERED INTERMITTENT. DUE TO BISHOP RD.
THIS THERE ARE NO OPEN WATER/STREAM IMPACTS ON THIS
SITE.
2. RISER STRUCTURES AND SHEET PILE WEIRS ARE PROPOSED IN
THE EXISTING DRAINAGE DITCHES FOR THE RESTORATION OF
CURRENTLY DRAINED WETLAND.
3. TEMPORARY WETLAND IMPACTS WILL OCCUR DURING THE
INSTALLATION OF THE SHEET PILE WEIRS.
,t
RESTORATION AREA
BOUNDARY
11\—
Impact Type
Impact Status
Impact
Unit
Wetland
Temporary
0.39
Acres
FUSSELL RD.
w
1—
Q
0
IMPACTS LEGEND
KING RD. ARNOLD RD. BELL RD. ANGOLA BAY RD.
EXISTING ROAD
DATE 3/22/2022
REVISION # oi
RESTORATION BOUNDARY
DRAWING:
Angola_Bay.dwg
— —
MI
TEMPORARY WETLAND IMPACT
SHEET E4

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD. CULVERT
TO BE REMOVED
EXISTING CULVERT
TO BE REMOVED
BAY RD.
BROOKS RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
WALKER RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\COLA BA" RFSTORATIG\:
9F`✓0 DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
r
WHITE RD.
i
1
CULVERT 9
TO BE
REPLACED
�_
MARTIN RD.
RALPH RD.
CULVERT 1 CULVERT 2
TO BE REPLACED TO BE REPLACED
HARRELSON RD.
DOUBLE CULVERT 5
TO BE REPLACED
1
Zi
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
CULVERT3&4
TO BE REPLACED
BISHOP RD.
THE EAST —WEST CANAL
UNDER RACCOON RD.
TO BE REPLACED. IF
POSSIBLE ONE OF THE
CULVERTS TO BE
REMOVED SHOULD BE
USED AS A
REPLACEMENT HERE.
DOUBLE CULVERT 6
TO BE RETROFIT
WITH RISER
CULVERT 7
TO BE RETROFIT ANGOLA BAY RD. CULVERT
WITH RISER TO BE REMOVED
FERNEY RD.
FUSSELL RD.
BEAR RD.
CULVERT 8 TO BE
RETROFIT WITH RISER
APPROVED
REVISIONS
DESCRIPTION
RESTORATION AREA
BOUNDARY
KING RD. ARNOLD RD. BELL RD. ANGOLA BAY RD.
w
1—
Q
0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET DM1

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD.
BEAR RD.
BAY RD. ROAD
WHITE RD. RAISING AREA, TYP.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\GOLA BARFSTORATIO\:
130. \=AR RO,q- RAI51\G O`✓FR`✓IF'f,'
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
00 33D+00 33'S+00 � � � � - ��
�} 275+00 280+0�+ 290f00 295}00 3p0++ p 310+00 315+00
215+00 250+00 225+00 230160 235+60 240+00 250 00 270+00
180+00 155+00 60+06 165+00 170+00 1760o 1 1 1Y +00 q�166+6p 205+0
00+ 0 1 4 0 �10+0 11�120+00 136 1 4 140100 145+ 0
4�46+00 +00 55+00 6'S+ 75} 6'S+�0O
f�+OD 5+00 �� 16+.• 2p}66 25+00
8
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8
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9
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1
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HARRELSON RD. ROAD
RAISING AREA, TYP.
WHITE RD. ROAD
RAISING AREA, TYP.
BISHOP RD. ROAD
RAISING AREA, TYP.
HARRELSON RD.
-
=
1..
;
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
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BISHOP RD.
FERNEY RD. ROAD
RAISING AREA, TYP.
1I
—11.w9-115+00
_
FERNEY RD.
BEAR RD. ROAD
RAISING AREA, TYP.
APPROVED
REVISIONS
DESCRIPTION
if
RESTORATION AREA
BOUNDARY
BOUNDARY ROAD RAISING SUMMARY
Road Name
Total Raising Length
(ft)
Estimated Fill
(CY)
Bay
4,392
2,786
FUSSELL RD.
Q
0
Ferney
18,055
18,567
KING RD. ARNOLD RD. BELL RD. ANGOLA BAY RD.LLJ
Harrelson
8,449
7,649
White
4,433
3,539
DATE 3/22/2022
Bear
4,177
5,580
REVISION # of
DRAWING:
Angola_Bay.dwg
Bishop
8,857
4,244
SHEET R1

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
PaEui,;iN4ry
DW\WING
REVIEW
90%
FOR
ONLY
/
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/
1+00 2+00 3+00 4+00 5+00
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ram
::/2,//
CONNECTS WHITE ��- �'�
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BURGAW, NC 28425
TO ROAD
. �., .,
.v.
...
0 40
80
Feet/
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SCALE:
1 INCH
= 20 FEET
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
SCALE: 1 INCH = 20 FEET
�/
SEE 2-D4 FOR ROAD DETAIL/
APPROVED
72
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SCALE: 1 INCH = 20 FEET
/REVISION
SEE 2-D4 FOR ROAD DETAIL
SHEETr

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
BAY
ROAD
PROFILE
0+00
1+00
2+00
3+00
4+00
5+00
5+90
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
PROPOSED GRADE
�-,,,
_ _
rn 27=
�
27
_
Q
0
26
EXISTING GRADE
26
25
25
A\COLA BA" RI- STORATIO\:
BA" ROAD RAISI\G DROFILF
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
0+00
1+00
2+00
Station
3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
BAY
ROAD
PROFILE
5+906+00
7+00
8+00
9+00
10+00
11+00
11+80
rn
PROPOSED GRADE
27
CD
-
27
OD
26
-
- 26
EXISTING GRADE
GI\EE\C
bKRIS BASS
ENGINEERING
25
5+906+00
7+00
8+00
Station
9+00
10+00
11+00
11+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BAY
ROAD
PROFILE
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
APPROVED
REVISIONS
DESCRIPTION
rn 27-
PROPOSED GRADE
CD
-27
/ 1
25
EXISTING GRADE
25
DATE
11+80
12+00
13+00
14+00
Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R3

/
i
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
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/
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BAY ROAD RAISING DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
i
/
16 -
40 80
/
/
/
Feet
/
/
/
SCALE:
1 INCH = 20 FEET
/
/
/
\
SEE 2-D4 FOR ROAD DETAIL
/
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40
80
/
//
CIS SASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
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26
DATE 3/22/22
REVISION # o1
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FIRM #: P-1133
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DATE 3/22/22
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DATE 3/22/22
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123+9124+00
125+00
126+00
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127+00
128+00
129+00
129+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
24
FERNEY
ROAD
PROFILE
129+80
130+00
131+00
132+00
133+00
134+00
135+00
135+70
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133+00
134+00
135+00
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135+70
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24
3ASS E\C
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
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135+70
136+00
137+00
138+00
139+00
140+00
141+00
141+60
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139+00
140+00
141+00
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141+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
DATE 3/22/22
REVISION # o1
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141+60
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141+60
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Station
145+00
146+00
147+00
HORIZONTAL
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SCALE: 1 INCH = 20 FEET
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24
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147+50
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24
3ASS E\C
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FIRM #: P-1133
919.960.1552 (c)
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153+40
154+00
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157+00
158+00
159+00
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02
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158+00
159+00
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159+30
INCH = 20 FEET
= 1 FOOT
24
DATE 3/22/22
REVISION # o1
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159+30
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163+00
164+00
165+00
HORIZONTAL SCALE: 1 INCH
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24
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165+20
166+00
167+00
168+00
169+00
170+00
171+Og1+10
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24
3ASS E\C
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FIRM #: P-1133
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171+10
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24
DATE 3/22/22
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177+00
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24
177+00
178+00
179+00
Station
180+00
181+00
182+00
182+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
24
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182+9%3+00
184+00
185+00
186+00
187+00
188+00
188+80
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186+00
187+00
188+00
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HORIZONTAL SCALE: 1 INCH = 20 FEET
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24
3ASS E\C
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FIRM #: P-1133
919.960.1552 (c)
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ROAD
PROFILE
188+80
189+00
190+00
191+00
192+00
193+00
194+00
194+70
APPROVED
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DESCRIPTION
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DATE
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Station
192+00
193+00
194+00
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SCALE: 1 INCH = 20 FEET
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24
DATE 3/22/22
REVISION # 01
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194+70
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196+00
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198+00
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200+00
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26
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194+70
195+00
196+00
197+00
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198+00
199+00
200+00
HORIZONTAL
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200+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
FERNEY
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PROFILE
200+60
201+00
202+00
203+00
204+00
205+00
206+00
206+50
rn 26
NO CHANGE FROM
EXISTING GRADE
26
CD
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Station
204+00
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206+00
HORIZONTAL
VERTICAL SCALE:
206+50
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
24
3ASS E\C
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STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
FERNEY
ROAD
PROFILE
206+50
207+00
208+00
209+00
210+00
211+00
212+00
212+40
APPROVED
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DESCRIPTION
rn 26
NO CHANGE FROM
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26
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206+50
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VERTICAL SCALE:
212+40
1 INCH = 20 FEET
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24
DATE
DATE 3/22/22
REVISION # 01
DRAWING:
Angola_Bay.dwg
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919.960.1552 (c)
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3ASS E\C
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
EXISTING
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SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
DATE 3/22/22
REVISION # o1
DRAWING:
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23+00
23+60
90%
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02
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EXISTING
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24
17+70
18+00
19+00
20+00
Station
21+00
22+00
23+00
HORIZONTAL
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23+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
HARRELSON
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
PROPOSED GRADE
02
26
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27+00
28+00
29+00
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VERTICAL SCALE:
29+50
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
24
�IS 3ASS E\C
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
HARRELSON
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APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
DESCRIPTION
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DATE
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31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1
35+40
1 INCH = 20 FEET
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DATE 3/22/22
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35+40
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37+00
38+00
39+00
40+00
41+00
41+30
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-
EXISTING
GRADE
25
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
41+30
= 20 FEET
= 1 FOOT
25
HARRELSON
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41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
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41+30
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43+00
44+00
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45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH
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47+20
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�IS 3ASS E\C
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
HARRELSON
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
53+033+10
REVISIONS
DESCRIPTION
rn
-
PROPOSED GRADE
27
-27
Q
D•
26-
-26
EXISTING GRADE
DATE
25
47+20
48+00
49+00
50+00
Station
51+00
52+00
53+033+10
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
FEET
25
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R46

DESIGNED: KB,KG,KL
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HARRELSON
ROAD
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53+10
54+00
55+00
56+00
57+00
58+00
59+00
90%
PRELIMINARY
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REVIEW ONLY
rn 27
PROPOSED GRADE
27
�/
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A\COLA BA" RI- STORATIO\:
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25
EXISTING GRADE
25
53+10
54+00
55+00
56+00
Station
57+00
58+00
59+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
HARRELSON
ROAD
PROFILE
59+00
60+00
61+00
62+00
63+00
64+00
64+90
rn 27
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27
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61+00
Station
62+00
63+00
64+00
64+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
�IS 3ASS E\C
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
HARRELSON
ROAD
PROFILE
APPROVED
64+935+00
66+00
67+00
68+00
69+00
70+00
70+80
REVISIONS
DESCRIPTION
rn
PROPOSED GRADE
27
CD
<
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0
DATE
EXISTING GRADE
25
64+935+00
66+00
67+00
Station
68+00
69+00
70+00
70+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
DATE 3/22/22
REVISION # oi
DRAWING:
Angola_Bay.dwg
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70+80
71+00
72+00
73+00
74+00
75+00
76+00
76+70
90%
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EXISTING EXISTING
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24
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
HORIZONTAL
VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
HARRELSON
ROAD
PROFILE
76+70
77+00
78+00
79+00
80+00
81+00
82+00
82+60
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76+70
77+00
78+00
79+00
Station
80+00
81+00
82+00
HORIZONTAL
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82+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
�IS 3ASS E\C
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
HARRELSON
ROAD
PROFILE
APPROVED
82+60
83+00
84+00
85+00
86+00
87+00
88+00
88+50
REVISIONS
DESCRIPTION
PROPOSED GRADE
02 26-
CD
---�
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—
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25
EXISTING GRADE
DATE
24
82+60
83+00
84+00
85+00
Station
86+00
87+00
88+00
HORIZONTAL
VERTICAL SCALE:
88+50
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
24
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R50

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HARRELSON
ROAD
PROFILE
88+50
89+00
90+00
91+00
92+00
93+00
94+00
94+40
90%
PRELIMINARY
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D 25
25
24
88+50
89+00
90+00
91+00
Station
92+00
93+00
94+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1
94+40
1 INCH = 20 FEET
INCH = 1 FOOT
24
HARRELSON
ROAD
PROFILE
94+40
95+00
96+00
97+00
98+00
99+00
100+00
100+30
rn 27
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27
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94+40
95+00
96+00
97+00
Station
98+00
99+00
100+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
100+30
= 20 FEET
= 1 FOOT
25
�IS 3ASS E\C
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STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
HARRELSON
ROAD
PROFILE
APPROVED
100+30
101+00
102+00
103+00
104+00
104+41
REVISIONS
DESCRIPTION
rn
PROPOSED
GRADE
27-
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25
100+30
101+00
102+00
Station
103+00
104+00
104+41
25
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R52

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
34+74
TYPICAL
-
SECTION
38+29
TYPICAL
0+00
- 33+00
SECTION
38+91
TYPICAL
-
SECTION
40+19
I
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301
29—
I I I
130
—29
I
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90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
27—
EXISTING
GRADE
PROPOSED GRADE
/
—27
EXISTING
28_
GRADE
PROPOSED GRADE —28
EXISTING PROPOSED GRADE
GRADE
—28
26—
2:1
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2:1 —2728—
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25—
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27—
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A\COLA BA" RI- STORATIO\:
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26—
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25
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23
23
24
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-15
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5
10
0
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123
20
10
22
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0 5
10
15
0
20
5 10
122
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0
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5
10
0
15
5
20
10
Feet
Feet
Feet
I I
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 3-D5
1" = 5'
1" = 1'
FOR ADDITIONAL DETAILS
1 1
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 3-D5
1" = 5'
1" = 1'
FOR ADDITIONAL
DETAILS
1 1
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 3-D5
1" = 5'
1" = 1'
FOR ADDITIONAL
DETAILS
52+62
TYPICAL
-
SECTION
53+60
58+55
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HORIZONTAL SCALE: 1" = 5'
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26
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26
DATE 3/22/22
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19+00
20+00
21+00
22+00
23+00
23+60
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21+00
22+00
23+00
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23+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
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27+00
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25
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FIRM #: P-1133
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25
DATE 3/22/22
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24
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WHITE
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51+00
52+00
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52+42
1 INCH = 20 FEET
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24
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R59

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
TYPICAL
0+00
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0+88
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10+04
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
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DATE 3/22/22
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VERTICAL SCALE: 1" = 1'
SEE TABLE 4-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 4-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 4-D5 FOR ADDITIONAL DETAILS
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R60

30 I I 1 1
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TYPICAL SECTION
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DATE 3/22/22
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DATE 3/22/22
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DATE 3/22/22
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
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26
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DATE 3/22/22
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SHEET R71

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
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0+00
1+00
2+00
3+00
4+00
5+00
5+90
90%
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DRAWING FOR
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PROPOSED
GRADE
28
28
CD
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A\COLA BA" RI- STORATIO\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
27-
-27
26
EXISTING GRADE
26
0+00
1+00
2+00
Station
3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
BISHOP
ROAD
PROFILE
5+906+00
7+00
8+00
9+00
10+00
11+00
11+80
rn 28
PROPOSED GRADE
28
CD
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26
EXISTING
GRADE
26
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Station
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11+00
11+80
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�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
REVISIONS
DESCRIPTION
rn 28-
PROPOSED GRADE
CD
-28
DATE
26
EXISTING GRADE
26
11+80
12+00
13+00
14+00
Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
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SHEET R72

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19+00
20+00
21+00
22+00
23+00
23+60
90%
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PROPOSED GRADE
CD 28
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EXISTING GRADE
26
17+70
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19+00
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Station
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22+00
23+00
HORIZONTAL
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23+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
BISHOP
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
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28+00
29+00
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SCALE: 1 INCH = 20 FEET
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25
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
DESCRIPTION
rn 27
PROPOSED GRADE
27
-
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EXISTING GRADE
DATE
25
29+50
30+00
31+00
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Station
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34+00
35+00
HORIZONTAL SCALE:
VERTICAL SCALE:
35+40
1 INCH = 20 FEET
1 INCH = 1 FOOT
25
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R74

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FIRM #: P-1133
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SCALE: 1 INCH = 20 FEET
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SHEET F75

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
CHECKED: KG,KB
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ROAD
PROFILE
35+40
36+00
37+00
38+00
39+00
40+00
41+00
41+30
90%
PRELIMINARY
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02
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27 -
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-_
26�
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-26
EXISTING GRADE
25
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
41+30
= 20 FEET
= 1 FOOT
25
BISHOP
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
02 27-
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25
41+30
42+00
43+00
44+00
Station
45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH = 1
47+20
= 20 FEET
FOOT
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
53+033+10
REVISIONS
DESCRIPTION
rn 27
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PROPOSED GRADE
27
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DATE
25
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25
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48+00
49+00
50+00
Station
51+00
52+00
53+033+10
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
FEET
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R76

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
CHECKED: KG,KB
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FIRM #: P-1133
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DESIGNED: KB,KG,KL
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BISHOP
ROAD
PROFILE
53+10
54+00
55+00
56+00
57+00
58+00
59+00
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
rn 27
PROPOSED GRADE
27
-
CD
0
-
OD
A\COLA BA" RI- STORATIO\:
BISI10D ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
26
-26
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EXISTING GRADE
25
53+10
54+00
55+00
56+00
Station
57+00
58+00
59+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
BISHOP
ROAD
PROFILE
59+00
60+00
61+00
62+00
63+00
64+00
64+90
PROPOSED GRADE
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24
59+00
60+00
61+00
Station
62+00
63+00
64+00
64+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
24
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
64+935+00
66+00
67+00
68+00
69+00
70+00
70+80
REVISIONS
DESCRIPTION
rn 26-
PROPOSED GRADE
-26
_
_ _
CD
0
_
_
---
2525
D
EXISTING GRADE
DATE
24
64+935+00
66+00
67+00
Station
68+00
69+00
70+00
70+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
24
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R78

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
DRAWING FOR
REVIEW ONLY
2/1
\ \
A\COLA BA" RI- STORATIO\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
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ROAD
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70+80
71+00
72+00
73+00
74+00
75+00
76+00
76+70
90%
PRELIMINARY
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GRADE
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EXISTING GRADE
24
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
HORIZONTAL
VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
BISHOP
ROAD
PROFILE
76+70
77+00
78+00
79+00
80+00
81+00
82+00
82+60
rn 26 -
PROPOSED GRADE
-
26
CD
<
0
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GI\EE\C
bKRIS BASS
ENGINEERING
EXISTING GRADE
24
76+70
77+00
78+00
79+00
Station
80+00
81+00
82+00
HORIZONTAL
VERTICAL
82+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
82+60
83+00
84+00
85+00
86+00
87+00
88+00
88+50
REVISIONS
DESCRIPTION
rn 25
25
-
-
CD
PROPOSED GRADE
0
—
— —
_ — —
D 24 -
-
24
DATE
23
EXISTING GRADE
23
82+60
83+00
84+00
85+00
Station
86+00
87+00
88+00
HORIZONTAL
VERTICAL SCALE:
88+50
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R80

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STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
SCALE: 1 INCH = 20 FEET
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CONNECTS TO
APPROVED
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REVISIONS
DESCRIPTION
01' \ \
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DATE 3i22i2
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CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
BISHOP
ROAD
PROFILE
88+50
89+00
90+00
91+00
92+00
93+00
94+00
94+40
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
02 25
25
-
CD
<
PROPOSED GRADE
0
_
_
A\COLA BA" RI- STORATIO\:
BISI10D ROAD RAISI\G DROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
23
EXISTING GRADE
23
88+50
89+00
90+00
91+00
Station
92+00
93+00
94+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1
94+40
1 INCH = 20 FEET
INCH = 1 FOOT
BISHOP
ROAD
PROFILE
94+40
25
95+00
96+00
97+00
98+00
99+00
100+00
100+30
25
/ PROPOSED GRADE
02
24-
_ _
_ _
-24
_ _
- -
0
`--�-�
OD
23-
-23
_ _
EXISTING
GRADE
GI\EE\C
bKRIS BASS
ENGINEERING
22
94+40
95+00
96+00
97+00
Station
98+00
99+00
100+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
100+30
= 20 FEET
= 1 FOOT
22
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BISHOP
ROAD
PROFILE
APPROVED
100+30
101+00
102+00
103+00
104+00
105+00
105+98
REVISIONS
DESCRIPTION
25
25
PROPOSED GRADE
02
24-
-24
<
0
-
0
\-
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/
23-
- _ _
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-23
DATE
EXISTING GRADE
22
100+30
101+00
102+00
103+00
Station
104+00
105+00
105+98
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
22
DATE 3/22/22
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R82

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
TYPICAL
5+92
-
SECTION
7+98
TYPICAL
9+12
- 14+65
SECTION
TYPICAL
3+41
- 4+27
SECTION
30
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
—
— 30
30
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
—
— 30
30
1 1 1 1 1
—
1 1 1 1 1 1 1 1 1 1
— 30
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
EXISTING
EXISTING
EXISTING
29
GRADE
—
PROPOSED GRADE
— 29
29
PROPOSED GRADE
GRADE
—
— 29
29
PROPOSED GRADE
GRADE
—
— 29
A\COLA BA" RI- STORATIO\:
BISI 10D ROAD RAISI\G SI- CTIO\S
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
0
a 28
a)
2:1
—
— 28
c
0
a 28
a)
2:1
—
— 28
cc
0
a 28
a)
LiLiw
2:1
—
— 28
27
27
/
27
/
27
27
—
27
—
—
26
—
26
26
—
—
26
26
26
25
—
—
25
—
25
—
—
25
-20
-15
-10
-5
Offset
0
5 10
0
15
5
20
10
125
-20
-15
-10
-5
Offset
0
5 10
15
0
20
5
125
10
-20
-15
-10
-5
Offset
0
5 10
15
0
20
5 10
1
Feet
Feet
Feet
1 1
I 1
I I
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 6-D5
1" = 5'
1" = 1'
FOR ADDITIONAL
DETAILS
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 6-D5
1" = 5'
1" = 1'
FOR ADDITIONAL DETAILS
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 6-D5
1" = 5'
1" = 1'
FOR ADDITIONAL DETAILS
15+56
TYPICAL
- 23+25
SECTION
23+25
TYPICAL
-
SECTION
23+75
23+75
TYPICAL
-
SECTION
24+48
GI\EE\C
bKRIS BASS
ENGINEERING
30—
1 1 1 I 1 1 1 I 1 1 1 I
1 1
1
—30
1 1 1 1 1 1 1 1 1 1 1 1
INTERMEDIATE SLOPE
1 1
SECTION ALONG
1
30
29—
I I I I I I I I I I I I I
I I
I
I 30
—29
30—
1 TRANSITION AREA
—30
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
EXISTING
EXISTING
EXISTING
29 —
PROPOSED
GRADE
GRADE
— 29
29
PROPOSED
GRADE
—
GRADE
—29
28
—
PROPOSED
GRADE
GRADE
— 28
0
28—
m
2:1
—28
0
)--\-'7
28—
2:1
—28
2:1
0
27—
APPROVED
>
Li
—
—
—27
26
26
REVISIONS
DESCRIPTION
27
27
27
—
—
—
—
—
—27
25
25
26
26
26
—
25
—
25
—26
24
—
—
-20
-15
-10
-5
0
Offset
5
10
15
0
20
5 10
125
-20
-15
-10
-5
0
Offset
5
10
15
0
20
5 10
125
-20
-15
-10
-5
Offset
0
5 10
15
0
20
5 10
124
DATE
DATE 3/22/22
Feet
Feet
Feet
I I
I 1
I 1
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R83

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
51+90
TYPICAL
-
SECTION
52+47
25+80
TYPICAL
-
SECTION
51+90
52+94
TYPICAL
-
SECTION
53+36
30
I , , ,
INTERMEDIATE SLOPE SECTION ALONG
130
28
—
—28
29
1 % TRANSITION AREA
—
— 29
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
28
—
PROPOSED GRADE
—28
2:1
PROPOSED GRADE
27
EXISTING
GRADE
2:1
EXISTING
27
0
0
26
EXISTING
GRADE
—
—
— 27
—26
28
PROPOSED GRADE
GRADE
—
— 28
—
—27
o
26
/
—
26
A\COLA BA" RI- STORATIO\:
BISI 10D ROAD RAISI\G SI- CTIO\S
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
o
27
2:1
—
27
w
25
—
—
w
25
,
/
,
j
��
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. . . . . . . . . ,
25
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26
— I
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. . , ./-
— 26
25
/
\
\
25
24
—
—25
24
—/
/
\
\
—
23
—
24
23
—
/
24
24
-20
-15
-10
-5
Offset
0
5 10
0
15
5
20
10
124
-20
-15
-10
-5
0
Offset
5
10
15
0
20
5 10
123
-20
-15
-10
-5
0
Offset
5
10
0
15
5
20
10
123
Feet
Feet
Feet
1 1
I 1
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 6-D5
1" = 5'
1" = 1'
FOR ADDITIONAL DETAILS
HORIZONTAL SCALE:
VERTICAL SCALE:
SEE TABLE 6-D5
1" = 5'
1" = 1'
FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
78+62.5
TYPICAL
- 80+24.61
SECTION
62+63
TYPICAL
- 78+62.5
SECTION
57+98
TYPICAL
-
SECTION
61
+10
GI\EE\C
bKRIS BASS
ENGINEERING
1 1 1 , 1 1 1 , 1 1 1 , 1 1 1
INTERMEDIATE SLOPE SECTION ALONG
28
—
— 28
28
—
—28
27
—
1 % TRANSITION AREA
—27
�IS 3ASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
PROPOSED GRADE
EXISTING
EXISTING
26—
EXISTING
GRADE
27—
PROPOSED
GRADE
GRADE
—27
27—
PROPOSED GRADE
GRADE
—27
c
�— —
2:1
—26
c
0
26
2:1c
26
0
26
2:1
/
APPROVED
25
a)
—
/
— 25
a)—
LT)
25
—
J
X
25
a)
LT)
—
/
\
—26
REVISIONS
DESCRIPTION
25
24
23
—
/
24
23
—
—25
24
/
—
24
22
24
23
—
24
23
—
-20
-15
-10
-5
0
Offset
5
10
0
15
5
20
10
122
-20
-15
-10
-5
0
Offset
5
10
15
0
20
5
123
10
-20
-15
-10
-5
0
Offset
5 10
15
0
20
5 10
123
DATE
DATE 3/22/22
Feet
Feet
Feet
I I
I 1
I 1
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R84

83+07 - 86+71
TYPICAL SECTION
26 —
25 —
c
0
24 —
a)
w
23 —
22 —
21
EXISTING
GRADE
2:1
PROPOSED GRADE
— 26
— 25
— 24
— 23
— 22
-20
-15
-10
-5
0
Offset
5
10 15 20
0 5
21
10
Feet
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
89+66
TYPICAL SECTION
26 —
25 —
c
0
24
m
w
23 —
22 —
21
EXISTING
GRADE
PROPOSED GRADE
2:1
-20
-15
-10
-5
0
Offset
5
— 26
— 25
— 24
— 23
— 22
21
10 15 20
0 5
10
Feet
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 6-D5 FOR ADDITIONAL DETAILS
z
0
0
IJ
U
IJ
U
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
Q
0
7
n
0
m
z
0
0
z
0
LOCATION:
U
Lf)
CN
0
z
U
s_
0
C5
0
LJ
O
0
0_
0_
REVISIONS
DESCRIPTION
w
0
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R85

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
RALPH RD. ROAD
RAISING AREA, TYP.
SCALE 1 IN = 0.25 MI
BROOKS RD. ROAD
RAISING AREA, TYP. WILDCAT RD. ROAD
RAISING AREA, TYP.
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. TURTLE RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
P,\GOLD, BA' RFSTORATIO\:
\TFR\AL ROAD R,glSl\G �'e�FR`vlF�ti'
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
i
i
1
E
RALPH RD.
MARTIN RD. BROOKS RD.
WHITE RD.
HARRELSON RD.
Al
3ASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] KRISEBASS
Y --
RESTORATION AREA
BOUNDARY
BISHOP RD.
OTTER RD. ROAD
RAISING AREA, TYP.
RACCOON RD. ROAD
RAISING AREA, TYP.
WALKER RD. ROAD
RAISING AREA, TYP.
4
POCOSIN RD. ROAD
RAISING AREA, TYP.
FERNEY RD.
WILDCAT RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
INTERNAL ROAD RAISING SUMMARY
\II\
Road Name
Total Raising Length
(ft)
Estimated Fill
(CY)
Ralph Road
1,279
471
FUSSELL RD.
Brooks Road
2,759
942
KING RD. ANGOLA BAY RD.
w
Q
0
Otter Road
487
1,065
ARNOLD RD. BELL RD.
Raccoon Road
1,048
1,586
DATE 3/22/2022
Walker Road
8,244
6,035
REVISION # oi
Pocosin Road
3,483
1,716
DRAWING:
Angola_Bay.dwg
Wildcat Road
9,944
6,880
SHEET R76

,
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
/
MATCH LINE - 1
AT STATION - 5+90.00
CONNECTS TO BAY ROAD
PRELIVINARY
IEN
EaG
FCH
ONLY
0
0
\ \ \ \ \ \ \ \ \ \ \ \ �� \ \ \ \ \•\
\
28
A\COLA BA" R-STORATIO\:
ALDII ROAD RAISI\G DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
C-'
1 Z
0 40
80
\\
Feet
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
MATCH LINE - 1
AT STATION - 5+90.00
MATCH LINE - 2
AT STATION - 11+80.00
�
1.1
6+00 +oo
8\
io-oo
\
1 +oo
12
\ \ \ \ \ \ \ \
\ 1\ \ \FioN \ \ \ \
\ \ \
\ \ \ \
GI\EEI\C
bKRIS BASS
ENGINEERING
o
•N
Z
v
\
0 40
80
\
' CIS SASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
SEE 2D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\ \
\ \
MATCH LINE - 2
AT STATION - 11+80.00
\
\
MATCH LINE - 3
AT STATION - 17+70.00
APPROVED
u,
0
DESCRIPTION
L---„,___________
______,
_____
,
\�\
......w
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,._ __P
12+00 13+00 14+00
15+00 16+00
I I I I I
I I I
\
efi
DATE
z
\
e3/22/22
ATE
\
0 40
v
80
REVISION # 01
DRAWING:
�9d 9
Feet
\
SEE 2-D4 FOR ROAD DETAIL
SHEET k8]
SCALE'.IINCH =20 FEET

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
RALPH
ROAD
PROFILE
0+00
1+00
2+00
3+00
4+00
5+00
5+90
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
rn_
PROPOSED GRADE
CD 28
c
' 28
<
EXISTING GRADE
0
-�
A\COLA BA" RI- STORATIO\:
RADII ROAD RAISI\G DROFILF
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
26
0+00
1+00
2+00
Station
3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
26
RALPH
ROAD
PROFILE
5+906+00
7+00
8+00
9+00
10+00
11+00
11+80
PROPOSED GRADE
rn
EXISTING GRADE
28
CD
-
- 28
27 D
---
27
GI\EEI\C
bKRIS BASS
ENGINEERING
26
5+906+00
7+00
8+00
Station
9+00
10+00
11+00
11+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
26
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RALPH
ROAD
PROFILE
APPROVED
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
REVISIONS
DESCRIPTION
rn
EXISTING GRADE TO REMAIN
28
-
28
CD
D• 27-
26
-27
26
DATE
11+80
12+00
13+00
14+00
Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R88

\ \
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 3
AT STATION - 17+70.00
MATCH LINE - 4
AT STATION - 23+60.00
\ O
2\/2-
PRELIVINFR,
cEaI�E�tiG�N��
90%
.------
�
\
,a.00 19+00 20+00 21+00 22+00 23+00
�
r �E
A\COLA BA" R-STORATIO\:
RADII ROAD RAISING ALA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
0 .. / '
0 40
80
Feet
\
\\
�
SEE 2D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
a
\
\
D
\
MATCH LINE - 4
AT STATION - 23+60.00
28 v,
MATCH LINE - 5
AT STATION - 29+50.00
\
\
\
\
.• ec 2� e1
24+00 25+00 26+00�9+00
28+00
\
—
� is
\
2
21
0
GI\EEI\C
KRIS BASS
ENGINEERING
0 40
80
CIS SASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\ \
MATCH LINE - 5
AT STATION - 29+50.00
MATCH LINE - 6
AT STATION - 35+40.00
APPROVED
o
Li
DESCRIPTION
. A
Er'
41,
,
( o
. \
24_
\—\
iS
c
DATE
3/22/22
Z �
REVISION# 01
-
40
80
DRAWING:
ak3!J
Feet
SHEET
\\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\�

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
RALPH
ROAD
PROFILE
17+70
18+00
19+00
20+00
21+00
22+00
23+00
23+60
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
rn
EXISTING GRADE
TO REMAIN
28
-�
28
CD
<
Q
—
D •
A\COLA BA" RI- STORATIO\:
RADII ROAD RAISI\G DROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
27
-
27
26
17+70
18+00
19+00
20+00
Station
21+00
22+00
23+00
HORIZONTAL
VERTICAL
23+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
26
RALPH
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
rn
EXISTING GRADE
TO REMAIN
27-
27
CD
Q
g
26-
25
26
25
GI\EEI\C
bKRIS BASS
ENGINEERING
23+60
24+00
25+00
26+00
Station
27+00
28+00
29+00
HORIZONTAL SCALE:
VERTICAL SCALE:
29+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RALPH
ROAD
PROFILE
APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
DESCRIPTION
rn
EXISTING GRADE
TO REMAIN
28
CD
<
0
-
- 28
27-
D•
-27
26
26
DATE
29+50
30+00
31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1 INCH
35+40
1 INCH = 20 FEET
= 1 FOOT
DATE 3/22/22
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R90

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 6
AT STATION - 35+40.00
MATCH LINE - 7
AT STATION - 41+30.00
\
.
P
DRAWING
90%
R ELI N
I NARY
FO
ONLY
\
\ O
\
36+00 37+00 38+00 39+00 40+00 41+00
\
\
\
I I I I I I I I I I I I
011k,REVIEW
,
A\COLA BA" R-STORATIO\:
RADII ROAD RAISI\G DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
/\.,
cD D
-
-_____ ---
V
/
0 40
80
i
Feet
2-6--'
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH
= 20 FEET
\
MATCH LINE - 7
AT STATION - 41+30.00
MATCH LINE - 8
AT STATION - 47+20.00
o
\
\
\
42+00 43+00 44+00 45+00 46+00
47+00
\
I I I I I I I I I I I
I
\
0
GI\EEI\C
KRIS BASS
ENGINEERING
0 0
)
\
40
80
\
CIS SASS E\C
E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
\
O O
Feet
\
\
\—\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH
= 20 FEET
\
\ \ \
\
\
\ \
\ \
\
MATCH LINE - 8
AT STATION - 47+20.00
APPROVED
V A\,
\
C. a
CONNECTS TO
HARRELSON ROAD
2
0
Li
DESCRIPTION
\
0
O
\
\
\
a c>
\(,)
\ 47+•\
48+00 o
51+00
5+02+19
I I I
I I
O
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SCALE: 1 INCH = 20 FEET

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
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RALPH
ROAD
PROFILE
35+40
36+00
37+00
38+00
39+00
40+00
41+00
41+30
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
rn 28c
EXISTING GRADE
TO REMAIN
28
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0
OD 27
27
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-
26
26
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
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41+30
= 20 FEET
FOOT
RALPH
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
02
EXISTING GRADE
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28-
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27
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45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH = 20
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47+20
FEET
26
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RALPH
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47+20
48+00
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50+00
51+00
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50+00
51+00
52+00
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VERTICAL SCALE:
52+19
SCALE: 1
1 INCH
24
INCH = 20 FEET
= 1 FOOT
DATE 3/22/22
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R92

30 I
0+00 TO 15+38
TYPICAL SECTION
29 —
28 —
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24 I
EXISTING GRADE
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PROPOSED GRADE
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27
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124
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10
20
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HORIZONTAL SCALE: 1" = 5'
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SEE TABLE 1-D6 FOR ADDITIONAL DETAILS
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TYPICAL SECTION
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27— I —27
26 —
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0
25
m
w
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PROPOSED GRADE
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Offset
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DATE 3/22/22
REVISION # o1
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< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BROOKS
ROAD
PROFILE
APPROVED
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12+00
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Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL SCALE:
17+70
SCALE: 1 INCH = 20 FEET
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DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
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21+00
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26
17+70
18+00
19+00
20+00
Station
21+00
22+00
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HORIZONTAL SCALE:
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23+60
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HORIZONTAL SCALE: 1
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< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BROOKS
ROAD
PROFILE
APPROVED
29+50
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31+00
32+00
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33+00
34+00
35+00
HORIZONTAL SCALE: 1 INCH
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35+40
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DATE 3/22/22
REVISION # o1
DRAWING:
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SHEET R97

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35+40
36+00
37+00
38+00
39+00
40+00
41+00
41+30
90%
PRELIMINARY
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rn
EXISTING GRADE TO REMAIN
28
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27-
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26
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Station
39+00
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HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
47+20
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
BROOKS
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
52+17
REVISIONS
DESCRIPTION
m
EXISTING GRADE TO REMAIN
27-
CD
<
-27
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5.
26�
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25
25
DATE
47+20
48+00
49+00
Station
50+00
51+00
52+00
HORIZONTAL
VERTICAL
52+17
SCALE:
SCALE: 1
1 INCH = 20 FEET
INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R99

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
TYPICAL
4+27
TO
SECTION
5+95
10+89
TYPICAL
TO
SECTION
24+54
TYPICAL
0+31
TO
SECTION
3+55
30 I
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
30
30
1 1 1
30
30
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
30
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
29—
EXISTING
GRADE
—29
29—
PROPOSED GRADE
_29
29—
—29
EXISTING
28
PROPOSED GRADE
—
— 28
GRADE PROPOSED GRADE
28
EXISTING
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— 28
28
—
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2:1
2:1
A\COLA BA" RI- STORATIO\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
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27
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25
25
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24 I
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Offset
0
0
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10
15
124
20
20
24 I
-20
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Offset
0
0
5 10
10
15
124
20
20
I
-20
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-10
-5
Offset
0
0
5 10
10
15
124
20
20
Feet
Feet
Feet
HORIZONTAL SCALE: 1 " = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 2-D6 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1 " = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 2-D6 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1 " = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 2-D6 FOR ADDITIONAL DETAILS
24+98
TYPICAL
TO
SECTION
34+00
GI\EEI\C
bKRIS BASS
ENGINEERING
30
29
I I I
—
30
— 29
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
EXISTING
GRADE
28—
PROPOSED GRADE
—28
2:1
c
0
a 27
27
APPROVED
—
—
w
26
—
26
REVISIONS
DESCRIPTION
25
25
24
I
-20
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-10
-5
0
Offset
0
5
10
10
15
124
20
20
DATE
Feet
DATE 3/22/22
HORIZONTAL SCALE: 1" = 5'
VERTICAL SCALE: 1" = 1'
SEE TABLE 2-D6 FOR ADDITIONAL DETAILS
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R100

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
CONNECTS TO
MATCH LINE - 1
AT STATION - 5+90.00
\
BAY ROAD
\
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
26
2c) 6 2
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80
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SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
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\
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6 4
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6+00 7+00 8+00 9+00 10+00 11+00
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\
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< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
\
0 40
80
F
Feet
\\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH
= 20 FEET
c__\
\\\
MATCH LINE - 2
AT STATION - 11+80.00
MATCH LINE - 3
AT STATION - 17+70.00
APPROVED
REVISIONS
DESCRIPTION
-
\
\
12+00 13+00 14+00 15+
16+00 7+00
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DATE 3/22/22
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DRAWN: KG,CB,CT
CHECKED: KG,KB
OTTER
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0+00
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PRELIMINARY
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EXISTING GRADE TO REMAIN
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28
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4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
OTTER
ROAD
PROFILE
5+90
30
6+00
7+00
8+00
9+00
10+00
11+00
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11+80
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< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
OTTER
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APPROVED
11+80
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EXISTING GRADE
DATE
26
11+80
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Station
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17+00
HORIZONTAL
VERTICAL
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SCALE: 1 INCH = 20 FEET
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26
DATE 3/22/22
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17+70
18+00
19+00
20+00
21+00
22+00
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17+70
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19+00
20+00
Station
21+00
22+00
23+00
HORIZONTAL
VERTICAL
23+60
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
OTTER
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
EXISTING GRADE TO REMAIN
rn
28
CD
Q
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-
- 28
27
26
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-
26
GI\EEI\C
bKRIS BASS
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23+60
24+00
25+00
26+00
Station
27+00
28+00
29+00
HORIZONTAL
VERTICAL
29+50
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
OTTER
ROAD
PROFILE
APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
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REVISIONS
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28
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28
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EXISTING GRADE
27
26
26
DATE
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31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL
VERTICAL SCALE:
35+40
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R104

\
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26 4
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SCALE: 1 INCH = 20 FEET
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35+40
36+00
37+00
38+00
39+00
40+00
41+00
41+30
EXISTING GRADE TO REMAIN
90%
PRELIMINARY
DRAWING FOR
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rn
28
CD
-
28
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0
27
27
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26
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26
A\COLA BA" RI- STORATIO\:
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35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH =
41+30
= 20 FEET
1 FOOT
OTTER
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
rn
EXISTING GRADE TO REMAIN
28
CD
-
- 28
o
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D 27
26
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26
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41+30
42+00
43+00
44+00
Station
45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
47+20
FEET
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
OTTER
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
53+0053+10
REVISIONS
DESCRIPTION
PROPOSED GRADE
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25
EXISITNG GRADE
25
DATE
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49+00
50+00
Station
51+00
52+00
53+0053+10
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R106

34+56
TYPICAL
TO
SECTION
35+37
TYPICAL
49+19.70
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15+65
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TO
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15+85
30
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
EXISITNG GRADE
1 30
30
29—
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 30
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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
EXISITNG GRADE
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PROPOSED GRADE
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29—
PROPOSED GRADE
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28
PROPOSED GRADE
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EXISITNG GRADE
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28
—
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28
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0
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—
25
24
—
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24
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24
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0
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5 10
10
15
20
124
20
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15
20
124
20
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Offset
0
5
10
10
15
20
124
20
Feet
Feet
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 3-D6 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 3-D6 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 3-D6 FOR ADDITIONAL DETAILS
J
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DATE 3/22/22
REVISION # o1
DRAWING:
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40
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SCALE: 1 INCH = 20 FEET
\
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CB,CT
DRAWN: KG,CB,CT
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RACCOON
ROAD
PROFILE
0+00
1+00
2+00
3+00
4+00
5+00
5+90
90%
PRELIMINARY
DRAWING FOR
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rn 28
PROPOSED GRADE
28
CT
-
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27 -
r
27
A\COLA BA" RI- STORATIO\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
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26
EXISTING GRADE
26
0+00
1+00
2+00
Station
3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
RACCOON
ROAD
PROFILE
5+906+00
7+00
8+00
9+00
10+00
11+00
11+80
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rn 28
CD
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EXISTING GRADE TO REMAIN
- 28
o
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27-
26
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26
GI\EEI\C
bKRIS BASS
ENGINEERING
5+906+00
7+00
8+00
Station
9+00
10+00
11+00
HORIZONTAL
VERTICAL
11+80
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RACCOON
ROAD
PROFILE
APPROVED
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
REVISIONS
DESCRIPTION
rn
28
-
- 28
CD
Q
D•
27
-
- 27
26
EXISTING GRADE TO REMAIN
26
DATE
11+80
12+00
13+00
14+00
Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R109

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
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40
PRELIMINARY
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n �CI
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A\COLA BA" RI- STORATIO\:
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4,
-,
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0 40
80
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Feet
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SCALE: 1 INCH = 20 FEET
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MATCH LINE - 4
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MATCH LINE - 5
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26+00 28+00 29+00
GI\EEI\C
KRIS BASS
ENGINEERING
CIS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
0 40
80
\
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Feet
0 i _
-"-
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SCALE: 1 INCH =20 FEET
\
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0
MATCH LINE - 6
AT STATION - 35+40.00
APPROVED
REVISIONS
DESCRIPTION
--
V
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DRAWING:
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DRAWN: KG,CB,CT
CHECKED: KG,KB
RACCOON
ROAD
PROFILE
17+70
18+00
19+00
20+00
21+00
22+00
23+00
23+60
90%
PRELIMINARY
EXISTRADIN
rn
::ITET0REMAI::
A\COLA BA" RI- STORATIO\:
RACC00\ ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
26
26
17+70
18+00
19+00
20+00
Station
21+00
22+00
23+00
HORIZONTAL
VERTICAL SCALE:
23+60
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
RACCOON
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
rn
28
-
28
CD
Q
EXISTING GRADE TO REMAIN
OD
27
26
-
27
26
GI\EEI\C
bKRIS BASS
ENGINEERING
23+60
24+00
25+00
26+00
Station
27+00
28+00
29+00
HORIZONTAL SCALE:
VERTICAL SCALE:
29+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RACCOON
ROAD
PROFILE
APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
DESCRIPTION
rn 28
28
.-
-
CD
Q
D•
27
- 27
26
EXISTING GRADE TO REMAIN
26
DATE
29+50
30+00
31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1 INCH
35+40
1 INCH = 20 FEET
= 1 FOOT
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R111

_
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
\\A
MATCH LINE - 7
AT STATION - 41+30.00
MATCH LINE - 6
AT STATION - 35+40.00
'-------'-a5--
\
\
\______, 0
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
\
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DATE 3/22/2022
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35+40
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37+00
38+00
39+00
40+00
41+00
41+30
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
EXISTING GRADE TO REMAIN
m
28
CD
-
28
Q
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A\COLA BA" RI- STORATIO\:
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27
-
27
26
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH =
41+30
= 20 FEET
1 FOOT
26
RACCOON
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
EXISTING GRADE TO REMAIN
02 27
- 27
CD
g
26
-
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25
25
GI\EEI\C
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41+30
42+00
43+00
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45+00
46+00
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HORIZONTAL SCALE: 1 INCH =
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47+20
20 FEET
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RACCOON
ROAD
PROFILE
47+20
48+00
49+00
50+00
51+00
52+00
53+033+10
APPROVED
REVISIONS
DESCRIPTION
rn
28
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- 27
DATE
26
47+20
48+00
49+00
50+00
Station
51+00
52+00
53+033+10
HORIZONTAL SCALE: 1 INCH = 20 FEET
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26
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R113

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53+10
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56+00
57+00
58+00
59+00
90%
PRELIMINARY
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rn
-28
:I1NGGRADzMA1N
- 27
A\COLA BA" RI- STORATIO\:
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26
53+10
54+00
55+00
56+00
Station
57+00
58+00
59+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
26
RACCOON
ROAD
PROFILE
59+00
60+00
61+00
62+00
63+00
64+00
64+90
EXISTING GRADE TO REMAIN
m
27-
CD ......_\7............,
-27
0
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26
-
- 26
GI\EEI\C
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25
25
59+00
60+00
61+00
Station
62+00
63+00
64+00
64+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RACCOON
ROAD
PROFILE
APPROVED
64+935+00
66+00
67+00
68+00
69+00
70+00
70+80
REVISIONS
DESCRIPTION
m
27-
CD
EXISTING GRADE TO REMAIN
-27
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26
26
:
DATE
25
64+935+00
66+00
67+00
Station
68+00
69+00
70+00
HORIZONTAL
VERTICAL
70+80
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
25
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R115

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DESIGNED: KB,KG,KL
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MATCH LINE - 13
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73+00 74+00 75+00
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L v
24
\
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83+00 84+00 85+00 86+00 87+00 88+00
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DATE
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DATE 3/22/2022
,
\
26
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40
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DRAWING:
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\
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SCALE: 1 INCH = 20 FEET
SHEET R116
-

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
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RACCOON
ROAD
PROFILE
70+80
71+00
72+00
73+00
74+00
75+00
76+00
76+70
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
02
EXISTING GRADE TO REMAIN
27-
CD
-27
<
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26
-
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A\COLA BA" RI- STORATIO\:
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25
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
HORIZONTAL
VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
25
RACCOON
ROAD
PROFILE
76+70
77+00
78+00
79+00
80+00
81+00
82+00
82+60
EXISTING GRADE TO REMAIN
rn
27
CD
-
27
Q
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26
-
26
25
25
GI\EEI\C
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76+70
77+00
78+00
79+00
Station
80+00
81+00
82+00
HORIZONTAL
VERTICAL SCALE:
82+60
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
RACCOON
ROAD
PROFILE
APPROVED
82+60
83+00
84+00
85+00
86+00
87+00
88+00
88+50
REVISIONS
DESCRIPTION
02
26-
EXISTING GRADE TO REMAIN
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CD
<
0
•
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25
-
2
25
DATE
24
82+60
83+00
84+00
85+00
Station
86+00
87+00
88+00
HORIZONTAL SCALE:
VERTICAL SCALE:
88+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
24
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R117

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
CHECKED: KG,KB
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MATCH LINE - 16
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PRELIMINARY
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l
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Feet
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3/22/2022
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SCALE: 1 INCH = 20 FEET
` \
SHEET R118

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
RACCOON
ROAD
PROFILE
88+50
89+00
90+00
91+00
92+00
93+00
94+00
94+40
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
EXISTING GRADE TO REMAIN
26-
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-26
rn_
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<
25
25
0
-
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0'
A\COLA BA" RI- STORATIO\:
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24
23
-
- 24
23
88+50
89+00
90+00
91+00
Station
92+00
93+00
94+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1 INCH
94+40
1 INCH = 20 FEET
= 1 FOOT
RACCOON
ROAD
PROFILE
94+40
25
95+00
96+00
97+00
98+00
99+00
100+00
100+30
25
I
I
I
PROPOSED GRADE
24-
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rn
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23
23
Q
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21-
21
< IS SASS E\
219 E CHATHAM ST.
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
20
94+40
95+00
96+00
97+00
Station
98+00
99+00
HORIZONTAL SCALE: 1 INCH = 20 FEET 100+00
VERTICAL SCALE: 1 INCH = 1 FOOT
100+30
20
RACCOON
ROAD
PROFILE
100+30
101+00
102+00
103+00
104+00
105+00
106+00
106+20
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PROPOSED GRADE
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21
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102+00
103+00
Station
104+00
105+00
106+00
HORIZONTAL SCALE: 1 INCH =
VERTICAL SCALE: 1 INCH = 1 FOOT
106+20
20 FEET
21
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R119

N
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GI\EEI\C
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< IS SASS E\
219 E CHATHAM ST.
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
APPROVED
REVISIONS
DESCRIPTION
DATE
DATE 3/22/2022
REVISION # of
DRAWING:
Angola_Bay.dwg
SHEET R120

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
RACCOON
ROAD
PROFILE
106+20
107+00
107+75
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
PROPOSED GRADE
02
23
CD
Q\�����
OD
-
T
\-
- 23
A\COLA BA" RI- STORATIO\:
RACC00\ ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
22 -
22
EXISTING GRADE
21
106+20
Station
107+00
107+75
21
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
GI\EEI\C
bKRIS BASS
ENGINEERING
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
APPROVED
REVISIONS
DESCRIPTION
DATE
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R121

30 I 1
29
28
c
0
a 27
a)>
w
26
25
1
1
0+00 TO 0+49
TYPICAL SECTION
PROPOSED GRADE
2:1
24 I
1
1
1
1
EXISITNG GRADE
1 30
-20
-15
-10
-5
0
Offset
5
0
29
28
— 27
26
25
I 124
10 15 20
10
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 4-D6 FOR ADDITIONAL DETAILS
24
23
c
0
a 22
m
w
21
20
19 I
/
1
/
/
1
1
97+79 TO 107+78
TYPICAL SECTION
1
1
EXISITNG GRADE
/ N
/
PROPOSED GRADE
2:1
— 24
— 23
— 22
— 21
— 20
-20
-15
-10
5
Offset
0
10 15
10
119
20
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 4-D6 FOR ADDITIONAL DETAILS
J
Y
Y U
mm
Y 0
0
IJ
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0
w
0
I-
0
m
0
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0
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CHECKED:
90%
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7
0
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7
7
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0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R122

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
CHECKED: KG,KB
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MATCH LINE - 1
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DATE
DATE 3/22/2022
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39+00
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51+00
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VERTICAL SCALE: 1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R128

DESIGNED: KB,KG,KL
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24
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24
< IS SASS E\
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FIRM #: P-1133
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WALKER
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APPROVED
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70+80
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
DATE 3/22/2022
REVISION # o1
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SCALE: 1 INCH =20 FEET
MATCH LINE - 14
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24
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
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VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
24
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80+00
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82+00
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SCALE: 1 INCH = 20 FEET
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24
< IS SASS E\
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WALKER
ROAD
PROFILE
APPROVED
82+60
83+00
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88+00
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24
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HORIZONTAL SCALE:
VERTICAL SCALE:
88+50
1 INCH = 20 FEET
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24
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
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SCALE: 1 INCH = 20 FEET
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WALKER
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88+50
89+00
90+00
91+00
92+00
93+00
94+00
94+40
90%
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DRAWING FOR
REVIEW ONLY
rn
EXISTING GRADE TO REMAIN
27
CD
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26-
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25
88+50
89+00
90+00
91+00
Station
92+00
93+00
94+00
HORIZONTAL SCALE: 1
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94+40
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25
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94+40
95+00
96+00
97+00
98+00
99+00
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27-
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97+00
Station
98+00
99+00
100+00
HORIZONTAL SCALE: 1 INCH
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= 20 FEET
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< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WALKER
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APPROVED
100+30
101+00
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103+00
104+00
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104+00
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106+00
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FEET
24
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R134

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APPROVED
REVISIONS
DESCRIPTION
DATE
DATE 3/22/2022
REVISION # of
DRAWING:
Angola_Bay.dwg
SHEET R135

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WALKER
ROAD
PROFILE
106+20
107+00
107+98
90%
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FIRM #: P-1133
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[e-mail]
APPROVED
REVISIONS
DESCRIPTION
DATE
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R136

DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
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33+26
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0
10
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20
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Feet
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VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 5-D6 FOR ADDITIONAL DETAILS
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 5-D6 FOR ADDITIONAL DETAILS
HORIZONTAL
VERTICAL
SEE TABLE
SCALE: 1 INCH = 5 FEET
SCALE: 1 INCH = 1 FOOT
5-D6 FOR ADDITIONAL DETAILS
104+25
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FIRM #: P-1133
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10
15
20
22
20
DATE
Feet
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 5-D6 FOR ADDITIONAL DETAILS
DATE 3/22/2022
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 5-D6 FOR ADDITIONAL DETAILS
REVISION # of
DRAWING:
Angola_Bay.dwg
SHEET R137

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EXISTING GRADE TO REMAIN
28
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26
0+00
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3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
26
POCOSIN
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PROFILE
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28-
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9+00
10+00
11+00
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HORIZONTAL SCALE: 1 INCH = 20 FEET
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< IS SASS E\
219 E CHATHAM ST.
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FIRM #: P-1133
919.960.1552 (c)
[e-mail]
POCOSIN
ROAD
PROFILE
APPROVED
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
REVISIONS
DESCRIPTION
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EXISTING GRADE TO REMAIN
28
CD
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DATE
26
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Station
15+00
16+00
17+00
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VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
26
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R139

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17+70
18+00
19+00
20+00
21+00
22+00
23+00
23+60
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Station
21+00
22+00
23+00
HORIZONTAL SCALE:
VERTICAL SCALE:
23+60
1 INCH = 20 FEET
1 INCH = 1 FOOT
26
POCOSIN
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24+00
25+00
26+00
27+00
28+00
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27+00
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HORIZONTAL SCALE:
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< IS SASS E\
219 E CHATHAM ST.
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CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
POCOSIN
ROAD
PROFILE
APPROVED
29+50
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31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
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02
28-
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EXISTING GRADE
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27
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26
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DATE
29+50
30+00
31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
35+40
= 20 FEET
= 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R141

DESIGNED: KB,KG,KL
CB,CT
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36+00
37+00
38+00
39+00
40+00
41+00
41+30
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-
- 26
EXISTING GRADE
25
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH
41+30
= 20 FEET
= 1 FOOT
25
POCOSIN
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
rn
PROPOSED GRADE
27
CD
<
-
- 27
— ----„ ---„___
-„- ---- ___ „, --___ ___,-- _-- ,____
_„,_ 7__ _____ ___ ___
26
__--
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26
7
-
GI\EEI\C
bKRIS BASS
ENGINEERING
25
EXISTING GRADE
25
41+30
42+00
43+00
44+00
Station
45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH = 1
47+20
= 20 FEET
FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
POCOSIN
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
53+033+10
REVISIONS
DESCRIPTION
rnPROPOSED
GRADE
27-
CD
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EXISTING GRADE
26
DATE
25
47+20
48+00
49+00
50+00
Station
51+00
52+00
53+033+10
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
FEET
25
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R143

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DESIGNED: KB,KG,KL
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DRAWN: KG,CB,CT
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\
26
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24 �4
26
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SCALE: 1 INCH = 20 FEET
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26
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bKRIS BASS
ENGINEERING
0 40 80
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\_1 U
\
\ \
MATCH LINE - 11
AT STATION - 64+90.00
MATCH LINE - 12
AT STATION - 70+80.00
\
\
APPROVED
\
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REVISIONS
DESCRIPTION
24
65+00 66 00 67r00 8+00 69 0 70+00N
\
I I I I I I
\
- --- N - "N
\
4 24
\
DATE
\
DATE 3/22/2022
\
0 40
80
\
REVISION # oi
Feet
\
DRAWING:
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\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
> \
SHEET R144

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
POCOSIN
ROAD
PROFILE
53+10
54+00
55+00
56+00
57+00
58+00
59+00
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
02
PROPOSED GRADE
27-
CD
-27
-
�_-��__- -� _
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EXISTING GRADE
-26'
A\COLA BA" RI- STORATIO\:
9OCOSI\ ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
25
53+10
54+00
55+00
56+00
Station
57+00
58+00
59+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
POCOSIN
ROAD
PROFILE
59+00
60+00
61+00
62+00
63+00
64+00
64+90
rn
PROPOSED GRADE
27-
CD
-27
OD
26
-
- 26
GI\EEI\C
bKRIS BASS
ENGINEERING
EXISTING GRADE
25
59+00
60+00
61+00
Station
62+00
63+00
64+00
64+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
POCOSIN
ROAD
PROFILE
APPROVED
64+935+00
66+00
67+00
68+00
69+00
70+00
70+80
REVISIONS
DESCRIPTION
rn
PROPOSED GRADE
27
CD
<
- 27
OD
26
EXISTING GRADE
- 26
DATE
25
64+935+00
66+00
67+00
Station
68+00
69+00
70+00
HORIZONTAL
VERTICAL
70+80
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
25
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R145

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 12
AT STATION - 70+80.00
\
MATCH LINE - 13
AT STATION - 76+70.00
28
��
Q o o
9 0
PRELIMINARY
FOR
REVIEW ONLY
\
\
� 24
_ --— — ,
_v
+00 72+ 0 73+00 +00
\
76+ooDRAWING
\
{\ I
\ N5N
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\
\
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A\COLA BA" RI- STORATIO\:
DOCOSI\ ROAD RAISI\G DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
—
_ 24
d
\
\
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0 40 80
\
F
Feet
\
TIIIII
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\\
MATCH LINE - 13
AT STATION - 76+70.00
MATCH LINE - 14
AT STATION - 82+60.00
0 o
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2
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77+00
78+00 79+00 80+00 81+00
82+00
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\
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6
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0 40 80
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
SCALE: 1 INCH = 20 FEET
\ \
-
SEE 2 D4 FOR ROAD DETAIL
o
\
\
\
\ \
MATCH LINE - 14
AT STATION - 82+60.00
0
MATCH LINE - 15
AT STATION - 88+50.00
\
\
APPROVED
\
\
�r
\
REVISIONS
DESCRIPTION
\
^
4
\
24
� - ,
\
83+00 84+00\ \
5+0 86+00 87+00 88+ 0
\
\
I I I I\ I I I I I I I
�\
2
\
\�
DATE
�-
\
DATE 3/22/2022
REVISION # of
40 80
\
\
Feet
\
DRAWING:
Angola_Bay.dwg
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
SHEET R146

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
POCOSIN
ROAD
PROFILE
70+80
71+00
72+00
73+00
74+00
75+00
76+00
76+70
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
rn
PROPOSED GRADE
i
27
C<D
-
27
--��--^�_______
-�
O��--___�--��—
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___
26
-
- 26
A\COLA BA" RI- STORATIO\:
9OCOSI\ ROAD RAISI\C DROFILF
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
EXISTING GRADE
25
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
HORIZONTAL
VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
25
POCOSIN
ROAD
PROFILE
76+70
77+00
78+00
79+00
80+00
81+00
82+00
82+60
rn
EXISTING GRADE TO REMAIN
27
CD
-
27
<
Q
�..-
�.
D
26
25
-
26
25
GI\EEI\C
bKRIS BASS
ENGINEERING
76+70
77+00
78+00
79+00
Station
80+00
81+00
82+00
HORIZONTAL
VERTICAL SCALE:
82+60
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
POCOSIN
ROAD
PROFILE
APPROVED
82+60
83+00
84+00
85+00
86+00
87+00
88+00
88+50
REVISIONS
DESCRIPTION
rn
EXISTING GRADE TO REMAIN
27
CD
Q
-
27
D•
26
25
-
26
25
DATE
82+60
83+00
84+00
85+00
Station
86+00
87+00
88+00
HORIZONTAL SCALE:
VERTICAL SCALE:
88+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R147

30 I
38+63 TO 60+00
TYPICAL SECTION
1 i i i 1 i i i 130
29— —29
28 —
c
0
27 —
a)
w
26-
25-
24 I
EXISTING GRADE
PROPOSED GRADE
2:1
— 28
— 27
— 26
25
124
-20 -15 -10 -5 0 5 10 15 20
Offset
0
10
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 6-D6 FOR ADDITIONAL DETAILS
30 I
61+92 TO 75+98
TYPICAL SECTION
1 1 30
29— EXISTING GRADE —29
28 —
c
0
27 —
a)
w
26-
25
L
PROPOSED GRADE
2:1
— 28
— 27
— 26
—25
24 I 124
-20 -15 -10 -5 0 5 10 15 20
Offset
0
10
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 6-D6 FOR ADDITIONAL DETAILS
z
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
U-)
7
0
O O
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Q
7
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REVISIONS
DESCRIPTION
w
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R148

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
C> 0
MATCH LINE — 1
AT STATION — 5+90.00
CONNECTS TO
BAY ROAD
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PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
40 80
Feet
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\.
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MATCH LINE — 1
AT STATION — 5+90.00'
0
MATCH LINE — 2
AT STATION — 11+80.00
Q
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KRIS BASS
ENGINEERING
\
---'
40
80
3ASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\\
MATCH LINE — 3
AT STATION — 17+70.00
APPROVED
C\:7
-I LI Is
)N —
REVISIONS
DESCRIPTION
1 4+00 16-00\
\-1
-
_Nc\_-
24
DATE
_
0 40 80
\ 3/22/2022
o
Feet
t
\REVISION .,
DRA
/
SEE 2D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\ SHEET R149

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
0+00
1+00
2+00
3+00
4+00
5+00
5+90
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
PROPOSED GRADE
Q
/
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EXISTING GRADE
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G DROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
D 24—
—24
23
0+00
1+00
2+00
Station
3+00
4+00
5+00
5+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
23
WILDCAT
ROAD
PROFILE
5+906+00
7+00
8+00
9+00
10+00
11+00
11+80
PROPOSED GRADE
��
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—
CD
Q
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EXISTING GRADE
24—
—24
GI\EEI\C
bKRIS BASS
ENGINEERING
23
5+906+00
7+00
8+00
Station
9+00
10+00
11+00
HORIZONTAL
VERTICAL
11+80
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
23
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
11+80
12+00
13+00
14+00
15+00
16+00
17+00
17+70
REVISIONS
DESCRIPTION
PROPOSED GRADE
rn 25
25
Q/
N
_
�� �---�
���
_�
—24
23
EXISTING GRADE
23
DATE
11+80
12+00
13+00
14+00
Station
15+00
16+00
17+00
HORIZONTAL
VERTICAL
17+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R150

\ ) C
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 3
AT STATION - 17+70.00'
\
,
\
MATCH LINE - 4
AT STATION - 23+60.00,
\
PRELIMINARY
DRAWING FOR
REVIEW ONLY
18 : • 19+oo\ +oo _ 2 AIM Ntie)T 2 , °° -\
\ \
\
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4
24
\
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A\COLA BA" RI- STORATIO\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
\
\
0 40
80
\
Feet
\
\
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SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
n
\
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,
\
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MATCH LINE - 4
AT STATION - 23+60.00
\
MATCH LINE - 5
AT STATION - 29+50.00
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\
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80
\
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
�
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
\
\
\
MATCH LINE - 5
AT STATION - 29+50.00
MATCH LINE - 6
AT STATION - 35+40.00
\
APPROVED
\
\
\ 4
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REVISIONS
DESCRIPTION
Q
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1 00 (PIP"
0 33 00
ilith&
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DATE
4
z
\
\
DATE 3/22/2022
0 40 80
\
REVISION # of
Feet
\
DRAWING:
Angola_Bay.dwg
\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
SHEET R151

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
17+70
18+00
19+00
20+00
21+00
22+00
23+00
23+60
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
/ PROPOSED GRADE
rn
25
CD
<
0
_
_
25
_
_
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G DROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
- --, /
,,,,... _______ zi.,,,_
EXISTING GRADE
____ _____
_y
23
17+70
18+00
19+00
20+00
Station
21+00
22+00
23+00
HORIZONTAL
VERTICAL SCALE:
23+60
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
23
WILDCAT
ROAD
PROFILE
23+60
24+00
25+00
26+00
27+00
28+00
29+00
29+50
/ PROPOSED GRADE
rn
25
CD
<
0
_
/
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— —
---
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25
24
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\ 7' /
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ENGINEERING
23
23+60
24+00
25+00
26+00
Station
27+00
28+00
29+00
HORIZONTAL SCALE:
VERTICAL SCALE:
29+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
23
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
29+50
30+00
31+00
32+00
33+00
34+00
35+00
35+40
REVISIONS
DESCRIPTION
PROPOSED GRADE
rn
25 -
CD
<
0
25
EXISTING GRADE
/
J 1
— /
/ -�
DATE
23
29+50
30+00
31+00
32+00
Station
33+00
34+00
35+00
HORIZONTAL SCALE:
VERTICAL SCALE: 1 INCH
35+40
1 INCH = 20 FEET
= 1 FOOT
23
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R152

_
�W
1
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 6
AT STATION - 35+40.00
MATCH LINE - 7
AT STATION - 41+30.00
o
\
\
\
\
4
\
90%
PRELIMINARY
REVIEW ONLY
\
\
\24 4 24
\
\ 36+00 +00 38 3900 4
00
\\DPAWNGEOP
2�
22
\
A\COLA BA" RI- STORATIO\:
WIL�CAT ROAD RAISI\C ALA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
\
24
24
\
\
24—_____
\
N
0 40
80
Feet
\
\
\
Alm.,
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
MATCH LINE - 7
AT STATION - 41+30.00
24
MATCH LINE - 8
AT STATION - 47+20.00
\
\
-
\
42+00 4 00 \44-r\ 45+00 46 0
\1-7-0\IIII I I
\ \ \
\
r
\
4 4 O
,4
._
GI\EEI\C
KRIS BASS
ENGINEERING
\
0 40
80
3ASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
s\\
\
MATCH LINE - 8
AT STATION - 47+20.00
MATCH LINE - 9
AT STATION - 53+10.00
\
\
\
\
APPROVED
\
\1
REVISIONS
DESCRIPTION
\
\
24
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C;\\
\ \
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\
\
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2
O
\
DATE
\
\
DATE 3/22/2022
40 80
\
REVISION # o1
Feet
'
DRAWING:
Angola_Bay.dwg
\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\
SHEET R153

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
35+40
36+00
37+00
38+00
39+00
40+00
41+00
41+30
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
PROPOSED GRADE
rn 25
25
CCDD
o
✓��
i
/
OD
�-
—_�-� �—
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A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
24-
_ _
N.
N
-24
23
EXISTING GRADE
23
35+40
36+00
37+00
38+00
Station
39+00
40+00
41+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH =
41+30
= 20 FEET
1 FOOT
WILDCAT
ROAD
PROFILE
41+30
42+00
43+00
44+00
45+00
46+00
47+00
47+20
/ PROPOSED GRADE
rn
25
-
25
D 24
- 24
23
EXISTING GRADE
23
GI\EEI\C
bKRIS BASS
ENGINEERING
41+30
42+00
43+00
44+00
Station
45+00
46+00
47+00
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
47+20
FEET
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
47+20
48+00
49+00
50+00
51+00
52+00
53+033+10
REVISIONS
DESCRIPTION
/ PROPOSED GRADE
rn
�x_��,
25
0
- •-___ --„, --- -_,- .--7_ ,__
__
25
,..-
24
24
23
EXISTING GRADE
23
DATE
47+20
48+00
49+00
50+00
Station
51+00
52+00
53+033+10
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R154

\\
2-6Y
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 9
AT STATION - 53+10.00
MATCH LINE - 10
AT STATION - 59+00.00
.c7
PRELIMINARY
DRAWING FOR
RE'JIEN! ONLY
i
\
o 0 ,
\
56-r00 5 +00
Leo\5-N\
\
\ \ \
\ \ \ \o��\ \ \ \ \�
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A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G DLA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
22
�
�
0
0 40
80
Feet
/
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
/ / <____>
\/\
MATCH LINE - 11
AT STATION - 64+90.00
MATCH LINE - 10
AT STATION - 59+00.(
7-
›
x
0,
59+00
6 62-00 63100
\. )\+\
100 \ \ \ \ \l-N \ \ \ \ \ \ \ \ \ \
\ \ \ \
\ \ \
\110\ \ \ \ \
. -
0
GI\EEI\C
KRIS BASS
ENGINEERING
0
40
80
3ASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
�
MATCH LINE - 11
AT STATION - 64+90.00
MATCH LINE - 12
AT STATION - 70+80.00
APPROVED
\
2-4 6
CD
V moo,
\
\\—
REVISIONS
DESCRIPTION
_____ _____ 7 \,._
5-00 66)is• C\ OCN +00 70-00\
\
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\
\\\\\\\
\
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,
0
\
DATE
�
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0 40
80
\DATE
2022
REVISION ; o
F
Feet
.\
DRAWING:
�
\ �
- �
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\ \
SHEET F155

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
53+10
54+00
55+00
56+00
57+00
58+00
59+00
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
PROPOSED GRADE
rn
-____-,— •�—_
—
-,
25
CD
.
25
Q
p
EXISTING GRADE
/ '� ✓
_
/
��-�— Ny \
/
— -
.7 _
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
— _
-- — —
23
53+10
54+00
55+00
56+00
Station
57+00
58+00
59+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
23
WILDCAT
ROAD
PROFILE
59+00
60+00
61+00
62+00
63+00
64+00
64+90
/ PROPOSED GRADE
rn
'��
^-�--,
25-
___ --, —
25
Q
�
24
�
- 24
EXISTING GRADE
GI\EEI\C
bKRIS BASS
ENGINEERING
23
59+00
60+00
61+00
Station
62+00
63+00
64+00
64+90
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
23
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
64+935+00
66+00
67+00
68+00
69+00
70+00
70+80
REVISIONS
DESCRIPTION
/ PROPOSED GRADE
02 25
25
CD
OD
24
-
EXISTING GRADE
- 24
23
23
DATE
64+935+00
66+00
67+00
Station
68+00
69+00
70+00
70+80
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R156

\ \
0 .3
0
\
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
\\
\
MATCH LINE - 12
AT STATION - 70+80.00'
.,
,o. L
\
MATCH LINE - 13
AT STATION - 76+70.00
\
\
,________,,
x____
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
+oo 72+
\\I 73+C)() Mi‘k -.A1M5+ 4A
11P-'
\ \i\ \ \
L
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G ALA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
c/'
z
0 40 V 80
`
\\
F
Feet
�
�
SEE2 D4 FOR ROAD D�
DETAIL
SCALE: INCH FEET
\\
MATCH LINE - 13
AT STATION - 76+70.00
MATCH LINE - 14
AT STATION - 82+60.00
_____7--
0
i(___
—
Li
7 00 78+CAILIWIV9+00 80 00 00
111 A m
\c
\
di
GI\EEI\C
bKRIS BASS
ENGINEERING
�
22.
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
0
Feet
\-\..
SEE 2D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
MATCH LINE - 14
AT STATION - 82+60.00
')'
MATCH LINE - 15
AT STATION - 88+50.00
APPROVED
2aK:::;>
REVISIONS
DESCRIPTION
F
.
\ \
\
83 0 5+00 +00
87-rX\
\
\
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\
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<,, 0 0 O ,
4 4
3
9 ')
v.)
z_i>
\
DATE
c__7
0
40
80
tzziz�z
oi
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Feet
o���eo .
\ \
SEE 2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
?)\
SHEET R157
\

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
70+80
71+00
72+00
73+00
74+00
75+00
76+00
76+70
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
/ PROPOSED GRADE
02
25
<
25
o
p
EXISTING GRADE
�-� ��-�-�
-,---'--�
�- �i.\
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--��__—_—`����—
-��v�-
����\
--�
D 24�
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---
Nz /��
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/
-24
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G 9ROFIL1-
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
23
70+80
71+00
72+00
73+00
Station
74+00
75+00
76+00
HORIZONTAL
VERTICAL
76+70
SCALE: 1 INCH = 20 FEET
SCALE: 1 INCH = 1 FOOT
23
WILDCAT
ROAD
PROFILE
76+70
77+00
78+00
79+00
80+00
81+00
82+00
82+60
PROPOSED GRADE
02
25
CD
<
25
Q
EXISTING GRADE
/
-` .%
GI\EEI\C
bKRIS BASS
ENGINEERING
23
76+70
77+00
78+00
79+00
Station
80+00
81+00
82+00
HORIZONTAL
VERTICAL SCALE:
82+60
SCALE: 1 INCH = 20 FEET
1 INCH = 1 FOOT
23
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
82+60
83+00
84+00
85+00
86+00
87+00
88+00
88+50
REVISIONS
DESCRIPTION
/ PROPOSED GRADE
/
0D
/ i \
24
- 24
EXISTING GRADE
DATE
23
82+60
83+00
84+00
85+00
Station
86+00
87+00
88+00
HORIZONTAL SCALE:
VERTICAL SCALE:
88+50
1 INCH = 20 FEET
1 INCH = 1 FOOT
23
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R158

\\
\ \
DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
MATCH LINE - 15
AT STATION - 88+50.00
MATCH LINE - 16
AT STATION - 94+40.00
PRELIMINARY
FOR
REVIEW ONLY
J90%
- •.�._.
\\
0: _. ,,; 'i `:
•.
\�...
\--\ \
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\ \ \ \ \ \D\
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\ \ \\o\ \ \o\ \�\\DRAWING
--\41-
A\COLA BA" RI- STORATIO\:
WILDCAT ROAD RAISI\G ALA\
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
0
\
0
0
1
K
\
40
80
Feet
\\
i
SEE 2-D4 FOR ROAD DETAIL
SCALE: IINCH
=20 FEET\\
.,-\_
MATCH LINE - 16
AT STATION - 94+40.00
\
MATCH LINE - 17
4T STATION - 100+30.00
96-00 9 9-00
iao+oa
\
\ \
100 \ \ \ \ \8+0\ \ \ \ \
\ \ \ N \ \ \ \ \ \ \ \ \
\ \
,
D
(>
zz
,c,,
._
GI\EEI\C
bKRIS BASS
ENGINEERING
0
40
80
\
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
Feet
\
,'�
-� ,SEE
2-D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
�.
MATCH LINE - 17
AT STATION - 100+30.00
MATCH LINE - 18
AT STATION - 106+20.00
APPROVED
REVISIONS
DESCRIPTION
\
///-----i
\
\
101+00 102+00 103a00...— 105a00
\
\
CD ,=::> <ID
---
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DATE
za
80
ATE 3/22/2022
Feet
An"`
,
SEE 2D4 FOR ROAD DETAIL
SCALE: 1 INCH = 20 FEET
\ \
SHEET R159

DESIGNED: KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
WILDCAT
ROAD
PROFILE
88+50
89+00
90+00
91+00
92+00
93+00
94+00
94+40
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
/ PROPOSED GRADE
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PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
D 24
- 24
23
EXISTING GRADE
23
88+50
89+00
90+00
91+00
Station
92+00
93+00
94+00
HORIZONTAL SCALE: 1
VERTICAL SCALE: 1 INCH
94+40
INCH = 20 FEET
= 1 FOOT
WILDCAT
ROAD
PROFILE
94+40
95+00
96+00
97+00
98+00
99+00
100+00
100+30
PROPOSED GRADE
—_ �-`
_
~\/`
v-�-
rn
—__--
25
Q
z
` _- -.,----„\,
_,_---�
/^
25
OD
EXISTING GRADE
24-
-24
GI\EEI\C
bKRIS BASS
ENGINEERING
23
94+40
95+00
96+00
97+00
Station
98+00
99+00
100+00
HORIZONTAL SCALE: 1 INCH
VERTICAL SCALE: 1 INCH =
100+30
= 20 FEET
1 FOOT
23
< IS SASS E\
219 E CHATHAM ST.
STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail]
WILDCAT
ROAD
PROFILE
APPROVED
100+30
101+00
102+00
103+00
104+00
105+00
106+00
106+20
REVISIONS
DESCRIPTION
rn
EXISTING GRADE TO REMAIN
26-
-26
CD
Q
25
25
D•
DATE
24
100+30
101+00
102+00
103+00
Station
104+00
105+00
106+00
HORIZONTAL SCALE: 1 INCH = 20
VERTICAL SCALE: 1 INCH = 1 FOOT
106+20
FEET
24
DATE 3/22/22
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R160

105+0
06+00
I
107+00
108+00
1
CONNECTS TO FERNEY ROAD
109+ 109
\ \ i
SEE 2-D4 FOR ROAD DETAIL
40 80
Feet
SCALE: 1 INCH = 20 FEET
J
Y
0 I-
Y U
m m
Y 0
0
w
z
0
w
0
CO
Y
0.
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
n
>- <
< o
m
Q
0 U
U n
i
Q
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d-
m°CD
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= U
U)z
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Om
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LOCATION:
Ul
a :
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held
AD
N
U
o W N z CO
(i) O") u)
0
n L
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DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET R161

rn_
CD
Q
O
106+20
107+00
WILDCAT ROAD PROFILE
108+00
109+00
109+30
PROPOSED GRADE
EXISTING GRADE
26 - 26
25
24
106+20
107+00
Station
108+00
109+00
HORIZONTAL SCALE: 1 INCH = 20 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
25
24
109+30
z
0
CO
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
III
0
0 n
O (i)
Q
C)
III �
m n
>- <
< 0
0
n
i
LOCATION:
0
7
(Y
Li]
W
7
o
/ U
W > 0-)
() = i CN o•
,Th CD
< = U
LJ CNI CO©
(� OD Cn
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0
w
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Et
0_
0_
REVISIONS
DESCRIPTION
w
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R162

27 —
26 —
c
0
25 —
a)
w _
24
23 —
22 I
0+47 TO 99+11
TYPICAL SECTION
1 1 1 1 1 1 1 1 1 1 1 1
PROPOSED GRADE
2:1
EXISTING GRADE
— 27
— 26
— 25
— 24
— 23
122
-20 -15 -10 -5 0 5 10 15 20
Offset
0
10
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 7-D6 FOR ADDITIONAL DETAILS
108+52 TO 109+32
TYPICAL SECTION
1 1 1 1 1 1 1 1 1 1 1 1
27— —27
PROPOSED GRADE
EXISTING GRADE
26— / —26
c
0
25-
1)
w
24 —
23 —
22 I
2:1
—25
— 24
— 23
122
-20 -15 -10 -5 0 5 10 15 20
Offset
0
10
20
Feet
HORIZONTAL SCALE: 1 INCH = 5 FEET
VERTICAL SCALE: 1 INCH = 1 FOOT
SEE TABLE 7-D6 FOR ADDITIONAL DETAILS
z
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
U-)
7
O
O O
II I
O
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Q
C)
III
c n
Q
< 0
m n
Q
Q
0 U
n
i
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LOCATION:
0
7
(Y
W > 0-)
U) = I� N O•
,Th CD
Q = U 0_W N z C O©
(i) 0-) Cn
LijCC _ C�
0
w
O
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CL
CL
REVISIONS
DESCRIPTION
w
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET R163

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
SUBWATERSHED
BLOCK 2.3 SUBWATERSHED
BLOCK 3.2
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
SUBWATERSHED SUBWATERSHED
BLOCK 1.2 BLOCK 1.3
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\GGLA BA RI- TvRP,TIv\:
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PROJECT LOCATION: 0 JOHN BISHOP RD.
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WHITE RD. RALPH RD. MARTIN RD.
O O O
0 0 0i0
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41
lk
/ / /
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
0 0 0 0 0
0 0 0 0 0
I0
0 0 0 0 0 0 0I 0 0 0 0 0
O O O/
/ /
/, /, /, /,
O O 4
1 O O O
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SUBWATERSHED
BLOCK 1.1 HARRELSON RD.
I VVVVVVVVVVVVVVVVVVI
V V V V
O O '
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v v v v v T"
v v v v v 'r
v v v v v v v/
v v v v v
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0 V 0 V 0 V
0 V 0 V 0 V 0 IV
0 V 0 V
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0 0 0 0 0
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SUBWATERSHED
BLOCK 2.2
0 V 0 V
0 V 0 V 0 V
0 V 0 V 0 V 0
V 0 V 0 V
0 0 0
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/
i w_- w W W
W W W W W W W±W W W W N_
I
/� I
.. .
-w
-
SUBWATERSHED
BLOCK 2.1
BISHOP RD.
,\
\
FERNEY RD.
BEAR RD.
SUBWATERSHED
BLOCK 4.2
APPROVED
REVISIONS
DESCRIPTION
KING RD.
ARNOLD RD.
BELL RD.
RESTORATION AREA
BOUNDARY
SUBWATERSHED
BLOCK 3.1
FUSSELL RD.
SUBWATERSHED
BLOCK 4.1
ANGOLA BAY RD.
LLJ
Q
0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET S1

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
a\coLA BA' RI-sToR,ario\:
DRoDosF- sTRJcTRFs O✓FR✓iI-W
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
WHITE RD.
,
,
L
PROPOSED
PRIORITY 3 WEIR,
TYP. BROOKS RD.
RALPH RD. MARTIN RD.
HARRELSON RD.
+
I
1
AlIr
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
_ .,.,t -______ _, _i_
PROPOSED RISER,
TYP.
PROPOSED
PRIORITY 1 WEIR,
TYP.
PROPOSED
PRIORITY 2 WEIR,
TYP.
FERNEY RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
BISHOP RD.
1
RESTORATION AREA
BOUNDARY
PROPOSED STRUCTURE LEGEND
11\—
EXISTING ROAD
RESTORATION BOUNDARY
FUSSELL RD.
—
—
♦ PROPOSED RISER
- PROPOSED PRIORITY 1 WEIR
PROPOSED PRIORITY 2 WEIR
KING RD. ARNOLD RD. BELL RD. ANGOLA BAY RD.
LiJ
Q
0
DATE 3/22/2022
REVISION # o1
X
■ PROPOSED PRIORITY 3 WEIR
DRAWING:
Angola_Bay.dwg
SHEET S2

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
SCALE 1 IN = 0.25 MI
BAY RD.
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
a\coLA BA' RI-sToR,ario\:
DRoDosF - RisF R oVF RViI- W
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
WHITE RD.
PROPOSED
RISER 2
PROPOSED
RISER 9
1
RALPH RD. MARTIN RD. BROOKS RD.
PROPOSED
RISER 1
HARRELSON RD.
1
Al
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
_v_
PROPOSED
RISER 3
PROPOSED
RISER 4
PROPOSED RISER 5
(DOUBLE CULVERT)
PROPOSED RISER 6
(DOUBLE CULVERT)
PROPOSED
RISER 7
FERNEY RD.
BEAR RD.
PROPOSED
RISER 8
APPROVED
REVISIONS
DESCRIPTION
BISHOP RD.
KING RD.
ARNOLD RD.
BELL RD.
RESTORATION AREA
BOUNDARY
\ FUSSELL RD.
\— ANGOLA BAY RD.
w
1—
Q
0
DATE 3/22/2022
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET S3

CORRUGATED
METAL RISER
H2
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
EXISTING
CHANNEL
D1
INNNNNNNNNNNN11 MMMI MIMMIMMM MMMI MIMMNNI
11 II Pr
OP -a/A
D2
TOP VIEW
D1
•
RISER TYPE 1
D3
ELEV. POINT C
TOP OF RISER
ELEV. POINT B
WEIR 2
ELEV. POINT A
WEIR 1
H3 (MIN)
WEIR BOARD, TYP.
(SEE DETAIL 1/D3)
CONCRETE BASE
H1
CORRUGATED
METAL RISER
H2
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
EXISTING
CHANNEL
TOP VIEW
D1
RISER TYPE 2
ELEV. POINT C
TOP OF RISER
ELEV. POINT B
WEIR 2
H3 (MIN)
ELEV. POINT A
WEIR 1
WEIR BOARD, TYP.
(SEE DETAIL 1 /D3)
CONCRETE BASE
H1
03
ELEV. POINT C
TOP Of RISER
CORRUGATED
METAL RISER
ELEV. POINT 0
OUTLET PIPE
US INVERT
3
ELEV. POINT F
MINIMUM ROAD ELEVATION
SEE ROAD
DETAIL 2/04
\\\ \\\ \\i i\i\\\ \\i ii\0/\
\\/\\\\ice\\/i\\\�\�\\\\\/\\
\\\i\\\\\ �>\\\\//\\/0\ \\i\\\\\��\i\\\'K\\% \\\ i\
/\�\\\ \\i \\\\\4\\\ A\ \ \\\/\\\\\\\ \\
L (MIN)
RISER PROFILE TYPE 1
-CORRUGATED METAL
OUTLET PIPE
02
ELEV. POINT E
OUTLET PIPE
OS INVERT
STRUCTURE MATERIAL NOTES:
1. FLASHBOARD RISER TYPE 1 & 2 TO BE MADE OF CORRUGATED ALUMINUM PIPE.
2. CORRUGATED ALUMINUM PIPE TO BE OF A MINIMUM 10 GAUGE ALUMINUM.
3. CORRUGATED ALUMINUM PIPE TO HAVE A MINIMUM OF Y2 INCH CORRUGATIONS.
4. FLASHBOARD RISER TYPE 1 & 2 TO BE CONNECTED TO CORRUGATED ALUMINUM CULVERTS BY WELDING OR
OTHER COMMON METHODS WITH APPROVAL FROM THE PROJECT ENGINEER.
5. CORRUGATED ALUMINUM CULVERTS TO BE MADE OF A MINIMUM 10 GAUGE ALUMINUM.
6. CORRUGATED ALUMINUM CULVERTS TO HAVE A MINIMUM OF Y2 INCH CORRUGATIONS.
7. ALL FLASHBOARD RISERS TO USE MARINE GRADE LUMBER WEIR BOARDS (SEE DETAIL 1/D3)
8. WEIR BOARDS TO SIT IN ALUMINUM CHANNEL (SEE DETAIL 2/D3) CONNECTED TO EACH RISER TYPE.
FLASHBOARD RISER INSTALLATION NOTES:
1. EXCAVATE AN APPROPRIATE TRENCH FOR INSTALLING THE STRUCTURE.
2. TRENCH SHALL BE TWO TIMES BARREL WIDTH AND BE OF SOLID SUITABLE SOIL. EXCAVATE TO THE
DESIGNATED ELEVATION AS DIRECTED.
3. BACKFILL IN 6" LIFTS AND COMPACT USING SUITABLE MECHANICAL DEVICES.
4. BACKFILL MATERIAL SHALL BE MADE OF SANDY LOAM OR OTHER SUITABLE MATERIAL, CLEAN AND FREE OF
DEBRIS, AND APPROVED BY PROJECT ENGINEER.
5. STRUCTURE SHALL BE LEVELED AS NEEDED, AND PRIOR TO FINAL BACKFILLING AND COMPACTION.
6. POUR 1/2 FOOT OF CONCRETE INTO THE BOTTOM OF RISER TYPE 1 & 2, REMOVE ANY CONCRETE FROM
BOARD CHANNELS.
7. AFTER FINAL INSPECTION, INSTALL WEIR BOARDS (SEE DETAIL 1/D3).
STRUCTURE
NO.
CROSSING
ROAD
RISER
TYPE
PROFILE
TYPE
# OF
PIPES
OUTLET
ELEVATION
POINT
[FT]
W1
[FT]
W2
[FT]
D1
[FT]
D2
[FT]
D3
[FT]
H1
[FT]
H2
[FT]
H3
[FT]
L
[FT]
A
B
C
D
E
F
1
WHITE
1
1
1
24.5
25
25.5
18.25
18
26.5
2
2
6
4
3
0.5
7.5
4
25
2
HARRELSON
1
1
1
24.5
25
25.5
18.65
18.4
26.5
2
2
6
4
3
0.5
7.1
3.5
25
3
BISHOP
2
1
1
22.25
22.75
23.25
16
15.75
24.25
2
2
8
4
4
0.5
7.5
4
25
4
FERNEY
1
1
1
22.25
22.75
23.25
16
15.75
24.25
2
2
6
4
3
0.5
7.5
4
25
5A
FERNEY
2
1
1
22.25
22.75
23.25
12.5
12.25
24.25
2
2
8
5
4
0.5
11
5.5
25
5B
FERNEY
2
1
1
22.25
22.75
23.25
12.5
12.25
24.25
2
2
8
5
4
0.5
11
5.5
25
6A
FERNEY
2
1
1
22.25
22.75
23.25
14
13.75
24.25
2
2
8
4.5
4
0.5
9.5
5
25
6B
FERNEY
2
1
1
22.25
22.75
23.25
14
13.75
24.25
2
2
8
4.5
4
0.5
9.5
5
25
7
FERNEY
1
1
1
24.25
24.75
25.25
18.5
18.25
26.25
2
2
6
4
3
0.5
7
3.5
25
8
BEAR
1
1
1
22
22.5
23
16
15.75
24
3
2
7
5
3.5
0.5
7.25
3.5
25
9
BEAR
2
1
1
22
22.5
23
15.5
15.25
24
3
1
8
4
4
0.5
7.75
4
25
DESIGNED:
0
CO
0
z
CC
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
LOCATION:
w
O
0_
E\GI\EEI\G
m
()
n-
w
0
CC
0
REVISIONS
DESCRIPTION
w
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET S4

0 0.25 0.5
DESIGNED:• KB,KG,KL
CB,CT
DRAWN: KG,CB,CT
CHECKED: KG,KB
Miles
I I
PROPOSED SHEET
PILE WEIR
PROPOSED SHEET
PILE WEIR 23
SCALE 1 IN = 0.25 MI
BAY RD.
1
BISHOP RD. OTTER RD. RATTLESNAKE RD. RACCOON RD. WALKER RD. POSSUM TROT RD. POCOSIN RD. WILDCAT RD. TURTLE RD.
PROPOSED SHEET
PILE WEIR 2 PROPOSED SHEET PILE WEIR 5 PROPOSED SHEET
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
A\GOLF, BA' RFSTOR,gTIG\:
='RODGSF 9 HT ='ILF WHR
PROJECT LOCATION: 0 JOHN BISHOP RD.
BURGAW, NC 28425
PILE WEIR 6
_
r
T
WHITE RD.
$
E
PROPOSED SHEET
PILE WEIR 4
PROPOSED SHEET
PILE WEIR 7
�1
PROPOSED SHEET
PILE WEIR 8
PROPOSED SHEET
PILE WEIR 10
PROPOSED SHEET
PILE WEIR 9
PROPOSED SHEET
PILE WEIR 11
PROPOSED SHEET
PILE WEIR 12
PROPOSED SHEET
PILE WEIR 13
PROPOSED SHEET
PILE WEIR 25
PROPOSED SHEET
PILE WEIR 26
PROPOSED SHEET
PROPOSED SHEET
PILE WEIR 22
PROPOSED SHEET
PILE WEIR 3
BROOKS RD.
RALPH RD. MARTIN RD.
HARRELSON RD.
PROPOSED SHEET
PILE WEIR 14
PROPOSED SHEET
PILE WEIR 15
f
PILE WEIR 19 PROPOSED SHEET
PILE WEIR 21
PROPOSED SHEET
PILE WEIR 24
PROPOSED SHEET
PILE WEIR 27
AlI_
'IS SASS E\GI\EEI\G
219 E. CHATHAM ST. STE. 205
CARY, NC 27511
FIRM #: P-1133
919.960.1552 (c)
[e-mail] ENGINI KRIS
ERING
PROPOSED SHEET
PILE WEIR 16 PROPOSED SHEET
PILE WEIR 17
\
`
PROPOSED SHEET
PILE WEIR 18
PROPOSED SHEET
PILE WEIR 20
I
FERNEY RD.
BEAR RD.
APPROVED
REVISIONS
DESCRIPTION
BISHOP RD.
t
RESTORATION AREA
BOUNDARY
PROPOSED STRUCTURE LEGEND
EXISTING ROAD
RESTORATION BOUNDARY
- -
- PROPOSED PRIORITY 1 WEIR
(WEIRS#1-#8, #10, #11, &#13-#21)
FUSSELL RD.
KING RD. ARNOLD RD. BELL RD. ANGOLA BAY RD.
NOTE:
W
Q
0
PROPOSED PRIORITY 2 WEIR
• SHEET PILE WEIRS 22 AND 23 CAN BE SUBSTITUTED WITH DITCH
X (WEIRS #9 & #12)
■ PROPOSED PRIORITY 3 WEIR
(WEIRS #22 - #27)
PLUGS. SEE DETAILS 3/D4 AND 4/D4 FOR DITCH PLUG
SPECIFICATIONS
• ADDITIONAL SHEET PILE WEIRS MAY BE REPLACED WITH
DITCH PLUGS UPON APPROVAL FROM THE PROJECT
ENGINEER.
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET S5

MINIMUM 5 FT.
UPSTREAM
TIE-IN, TYP.
A
10 FT MINIMUM
2"x12" MARINE GRADE
LUMBER
SHEET PILE WALE, TYP.
(SEE DETAIL 1 /D4)
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
WIIIIIIwnwnwnwnwo1811 11181w1lwMw111IW WHWAIW
WEIR BOARD
(SEE DETAIL 1 /D3)
SHEET PILE PLA\ VIEW
CANAL BANK
TOP OF SHEET PILE
CAP NOT SHOWN
SHEET PILE, TYP.
(SEE DETAIL 3/D3)
10 FT MINIMUM
WEIR #
ROAD
PRIORITY
TYPE
ELEAVTION POINT [FT]
L1 [FT]
L2 MIN.
[FT]
D1 MIN
[FT]
D2 [FT]
D3 [FT]
D4 MIN
[FT]
D5 MIN
[FT]
A
B
1
RALPH
1
1
26.5
27
3
6
2
0.5
5.25
5.25
8.0
2
MARTIN
1
1
26.5
27
3
6
2
0.5
6.5
6.5
10.0
3
MARTIN
1
1
26.5
27
3
6
2
0.5
5.25
5.25
8.0
4
BROOKS
1
1
26.5
27
3
6
2
0.5
6.5
6.5
10.0
5
BROOKS
1
1
26.5
27
3
6
2
0.5
5.5
5.5
9.0
6
BISHOP
1
1
26.5
27
3
6
2
0.5
5
5
8.0
7
BISHOP
1
1
26
26.5
3
6
2
0.5
5
5
8.0
8
1
1
26
26.5
3
6
2
0.5
4.5
4.5
7.0
OTTER
9
2
1
26
26.5
3
6
2
0.5
5
5
8.0
OTTER
10
1
1
26
26.5
3
6
2
0.5
4.5
4.5
7.0
RATTLESNAKE
11
RACCOON
1
2
26
26
3
10
2
1
3.5
3.5
6.0
12
RACCOON
2
2
26
26
3
12
2
1
3.75
3.75
6.0
13
WALKER
1
1
26
26.5
3
10
2
0.5
4
4
6.0
14
BISHOP
1
1
24
24.5
3
6
2
0.5
5
5
8.0
15
1
1
24
24.5
3
6
2
0.5
4
4
6.0
OTTER
16
1
1
24
24.5
3
6
2
0.5
5.5
5.5
9.0
OTTER
17
1
1
24
24.5
3
6
2
0.5
5
5
8.0
RATTLESNAKE
18
1
2
24
24
3
10
2
1
4
4
6.0
RATTLESNAKE
19
RACCOON
1
2
24
24
3
12
2
1
7
7
11.0
20
RACCOON
1
2
24
24
3
10
2
1
7
7
11.0
21
WALKER
1
2
25.5
25.5
3
8
2
1
4.75
4.75
8.0
22
WHITE
3
1
25.5
26
3
6
2
0.5
4
4
6.0
23
RALPH
3
1
25.5
26
3
6
2
0.5
6
6
9.0
24
WALKER
3
1
25.5
26
3
6
2
0.5
5
5
8.0
25
POSSUM TROT
3
1
25.5
26
3
6
2
0.5
4.75
4.75
8.0
26
POSSUM TROT
3
1
25.5
26
3
6
2
0.5
4.75
4.75
8.0
27
POCOSIN
3
1
25.5
26
3
6
2
0.5
4
4
6.0
SHEET PILE WEIR INSTALLATION NOTES:
1. SHEET PILE TO BE SHOREGUARD 425 MANUFACTURED BY
CRANE MATERIALS INTERNATIONAL
2. SHEET PILE TO BE PLACED IN THE DRAINAGE CANALS
AND TIE INTO THE BANKS ON EITHER SIDE OF THE CANAL.
WEIR WALL ON PROPOSED POCOSIN SIDE SHALL BE
INSTALLED AS POSSIBLE.
3. A STEEL SHEET PILE, OF THE SAME DIMENSIONS AS THE
SHOREGUARD 425 VINYL SHEET PILE, MAY BE USED TO
CREATE A PILOT HOLE TO MAKE INSTALLATION EASIER.
4. WALE SECTIONS ARE 2 X 6 IN MARINE GRADE TREATED
LUMBER
5. WALE SECTIONS TIED TOGETHER WITH 3/4 IN. DIAMETER
BOLTS OR GREATER AT 5 FT INTERVALS
6. ADDITIONAL LAG SCREWS ATTACH WALE SECTIONS TO
SHEET PILE
7. SHEET PILE CAPS TO BE OF MARINE GRADE TREATED
LUMBER. SHEET PILE CAPS SHALL BE CONSTRUCTED
ACCORDING TO DETAIL 4/D3
8. AFTER SHEET -PILE INSTALLATION, STONE WITH D50= 1 FT
SHALL BE PLACED AS A RAMP AGAINST THE SHEET -PILE IN
THE CHANNEL
9. FLASHBOARD WEIR SECTIONS TO BE CONSTRUCTED
FROM ALUMINUM CHANNEL AND FASTENED TO SHEET
PILE STRUCTURE WITH LAG SCREWS
D4
SHEET PILE CAP
(SEE DETAIL 4/D3)
SHEET PILE WALE, TYP.
(SEE DETAIL 1 /D4)
Y4" DIA. BOLTS, TYP.
3
9
SHEET PILE ELEV. VARIES
(SEE TABLE ON S4 & S6)
SHEET PILE, TYP.
(SEE DETAIL 3/D3)
STONE RAMP
(2:1 SLOPE)
FILTER FABRIC
99 SHEET PILE, TYP,
B'
WOOD SCREWS, TYP.
SHEET PILE CAP, TYP.
(SEE DETAIL 4/D3)
D2
D5
Di
}
SHEET PILE WALE, TYP.
(SEE DETAIL 1/D4)
SHEET PILE, TYP.
(SEE DETAIL 3/D3)
0
•
WEIR BOARD, TYP.
(SEE DETAIL 1/D3)
2"x12" MARINE GRADE LUMBER
0
I .I .I .I I
L2
ELEV. POINT A
WEIR 1
ELEV. POINT B
WEIR 2
- L1-
0
3/4" DIA. BOLT, TYP. EXISTING
GRADE
0
1
0
0
Till
III II
111 11 I
II 1 1.
I �
II
II III11I1I II:I1i
0
i
8"x4" MARINE GRADE LUMBER
A' -A" SHEET PILE WEIR TYPE 1
1
D3
D4
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
WOOD SCREWS, TYP.
SHEET PILE CAP, TYP.
(SEE DETAIL 4/D3)
mod;
D2
WEIR BOARD, TYP.
(SEE DETAIL 1/D3)
D5
IIFIIIIIIIAIil .11IIAKNIMMI 41111 um 11111 4IIumIAAI MNI MEMI uIHo
1111M111111..1 11■11
Di
F1
SHEET PILE WALE, TYP.
(SEE DETAIL 1/D4)
SHEET PILE, TYP.
(SEE DETAIL 3/D3)
2"x12" MARINE GRADE LUMBER
111
L2
Li
ELEV. POINT A
WEIR 1
ELEV. POINT B
WEIR 2
M.: IEIIA11111M I O N dlIMINIIIMANIMPI IpIQIAIAKOMIQIQNG
1'
I"
3/4" DIA. BOLT, TYP.
EXISTING
GRADE
8"x4" MARINE GRADE LUMBER
D3
D4
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
DESIGNED:
0
m
0
0
m
CHECKED:
90%
PRELItVINAY
DRAWING F(i)�
REVIEW ONLY
O
O
O
m
Ln
N
Do
N
0
z
zQ
= O
O CC
o m
LOCATION:
LLJ
0
E\GI\EEI\G
m
Ln
ac
mW
a
c
0
0
w
0
c
m
m
REVISIONS
DESCRIPTION
uJ
DATE 3/22/2022
REVISION # 01
FLASHBOARD SHEET PILE WEIR DIMENSION TABLE
A' -A" SHEET PILE WEIR TYPE 2
DRAWING:
Angola_Bay.dwg
SHEET S6

STAKE SPACING 12' ON
CENTER
48" HIGH DENSITY ORANGE
POLYETHYLENE SAFETY FENCE
STAKES: 66" T-POST DRIVEN 18"
BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
FINISHED GRADE
TEMPORARY PROTECTION FENCE
NOT TO SCALE
CLASS I RIPRAP SPLASH
PAD
IMPERVIOUS DIKE (SEE
PROJECT SPECIAL
PROVISIONS)
EXISTING
GROUND
FILTER FABRIC
FOR DRAINAGE
TYPE 2
(NON -WOVEN)
TEMPORARY
PIPING
PUMP AROUND PUMP
•
•
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL
PROVISIONS)
1
EWATERING PUMP
TEMPORARY
FLEXIBLE
HOSE
EXISTING
CHANNEL
SPECIAL STILLING BASIN
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY
THE BASE FLOW FROM UPSTREAM OF THE WORK SITE.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THE
ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER
THE WORK AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND
FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE
IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING
WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS
WITH SEED AND MULCH.
IMPERVIOUS
DIKE (SEE
PROJECT
SPECIAL
GG PROVISIONS)
NOTES:
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZED IN ONE WORKING DAY.
4. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR MILL
CREEK.
5. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR SALEM
CREEK.
6. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR
UT-SALEM CREEK.
7. PROVIDE STABILZED OUTLET TO STREAM BANK.
SANDBAG/ST®t1E
12" MIN. CLASS A STONE
TOP OF STREAM BANK
WORKING
AREA
BASEFLOW
FLOW
IMPERVIOUS SHEET
IMPERVIOUS DIKE
PROVIDE STABILIZED
OUTLET TO STREAM
BANK
TYPICAL PUMP AROUND OPERATION
NOT TO SCALE
STEEL POST1
8' MAX
WOVEN
FILTER
FABRIC
`v""""""""""""""""""""""":,
TEMPORARY SILT FENCE NOTES:
STEEL POST
WOVEN FILTER FABRIC
FLOW
���=IIIIIIIIIII
III rtl l =III -I i I-� I I I I I I I I I I I 1-'
111111111111111=i II,iiIIIIIIEw
IIIlIII-
ANCHOR SKIRT 8" MINIMUM
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SILT FENCE
NOT TO SCALE
STAKE SPACING 12' ON
CENTER
48" HIGH DENSITY ORANGE
POLYETHYLENE SAFETY FENCE
STAKES: 66" T-POST DRIVEN 18"
BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
FINISHED GRADE
TREE PROTECTION FENCE
NOT TO SCALE
DESIGNED:
0
CO
0
C5
z
CC
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
LOCATION:
U
W
O
0
E\GI\EEI\G
LTD
m
Ln
(Y
w
0
0_
0_
REVISIONS
DESCRIPTION
LLJ
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET D1

II
IIVII II oh
„, I
SURFACE FLOW
DIVERSION
1 411
5' MAXIMUM
BANK HEIGHT
!III, 14114 41,11
0 \i\\\\'
moo° 0 0 0 0 0
(10 ° 0 ' 0 0
p
0 o O0/
o 00 000
° 0 ° /� � °°0,0 O�VO o°
,-,° 0 0 0
��!�, 0°09-0 0 0 0 0 Apo 0
.�'1 III °r ° °
00/00
II I
Iwi11 1 III
i
STONE OVER
FILTER CLOTH
STONE
1I�
III
0 0 p-"-..".
0 0 Do0 0
° o ° -
p o°°°OC�' o 0 00 0 0
•0 00 0°. p0°o� 0°O 00 0
',1yriO'►2i �1;, ° ° o o ° 0 0
(� 1
0
4,4
yn
STONE APPROACH SECTION
5:1 MAXIMUM SLOPE ON ROAD
ORIGINAL STREAMBANK
STREAM CHANNEL
FILTER CLOTH
1\110 NI 111141/
SURFACE FLOW
DIVERSION
IVI�I
SURFACE FLOW
DIVERSION
INSTALLATION NOTES:
1. APPROACH AND CROSSING TO BE PROTECTED
WITH FILTER FABRIC AND STONE.
2. STONE TO BE A MIXTURE OF CLASS A,B, AND
#57.
3. INSTALL WATER DIVERSION DEVICES (WATER
BARS, TURNOUTS, BROAD -BASED DIPS, ETC.)
ON BOTH SIDES OF THE APPROACH.
4. INSTALL TO CREATE A MINIMUM TEN FOOT
CROSSING WIDTH.
5. STOCKPILE EXCAVATED SOIL FOR BANK
RESTORATION AFTER CROSSING REMOVAL.
MAINTENANCE NOTES:
1. KEEP CROSSING FREE OF MINERAL SOIL AND
DEBRIS THAT COULD ENTER STREAM.
2. IMMEDIATELY REMOVE ANY DEBRIS WHICH
ENTERS THE STREAM AT THE CROSSING
LOCATION.
REMOVAL NOTES:
1. REMOVE ALL STONE AND FILTER FABRIC
2. PERMANENTLY RESTORE DISTURBED PORTIONS
OF STREAM BANK AND APPROACH ROADS.
3. INSTALL A STONE BANK TOE USING CLEAN
CROSSING STONE.
4. RE -GRADE BANKS TO A MINIMUM 2:1 SLOPE
OR AS DIRECTED BY THE PROJECT ENGINEER.
5. APPLY COIR EROSION CONTROL MATTING (SEE
MATTING DETAIL).
6. SEED ACCORDING TO STREAMBANK SEEDING
DETAILS AND NOTES.
TEMPORARY STREAM CROSSING OPTION #1
NOT TO SCALE
1/2 DIAMETER OF PIPE OR
12" WHICHEVER IS GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS
TOGETHER = BANK FULL FLOW
-#57 OR #5 WASHED
STONE 6" DEEP
ELEVATION
#57 OR #5 WASHED STONE
°° °Oo p° °Q °moo 1 ° °0 ° ° II° o o °� °� b �° °
°0 000 Qo 0 0 0 0°0 j° � O°�°jl oo°mop O° � O O p °0
0 p O O 0 0
0 00
O O °0 0
00
1O o 0 O 0
CLASS B STONE
CLASS B STONE
0 ooOo O 0 o o
p old q°
0� O Oo 00 0 0 O I 0o w 0
0° °O °O 0 00 O P O Oi°� J 00
p 00 00 �0 0° O0 0° Ip 0 U °O
0 0 0 1300,1 °I O 0 0
O O°° O°0 0 0O 0 O I °O° C70
° O �00°�°0 op po o 10000� 00
oho s«0!:��
25'-0"
MINIMUM
TOP OF BANK
10 0 E 00
0
Ip0° > O 00
1
1007 0 00
10 0° o-
1 po0
0 0
00 lO0o ee
°0
PLAN VIEW
0 Q (70 0 000
� 0 01 0� op O o0 0p 0
CF
-0"
MINIMUM
TOP OF BANK
TEMPORARY STREAM CROSSING OPTION #3
NOT TO SCALE
PERSPECTIVE VIEW
1/4 SUPPORTED
SURFACE FLOW
DIVERSION
.ff
.-1
• •
-11.=11.=11
I11 i
BRIDGEMAT
STREAM
SIDE VIEW
1/4 SUPPORTED
ORIGINAL
STREAMBANK
ANCHOR BRIDGEMAT TO
A TREE, OR OTHER
PERMANENT OBJECT
WITH SUFFICIENT
STRENGTH, USING STEEL
CHAIN OR CABLE.
SURFACE FLOW
DIVERSION
INSTALLATION NOTES:
1. REFER TO "NORTH CAROLINA DIVISION OF
FOREST RESOURCES" LITERATURE,
INSTALLATION MAINTENANCE GUIDELINES, &
"NORTH CAROLINA FORESTRY BMP
MANUAL-2006".
2. USE A BULLDOZER, KNUCKLEBOOM LOADER,
OR SKIDDER TO INSTALL & REMOVE DRAGLINE
MATS.
3. KEEP HEAVY EQUIPMENT OUT OF STREAM.
4. INSTALL WATER DIVERSION DEVICES (WATER
BARS, TURNOUTS, BROAD -BASED DIPS, ETC.)
ON BOTH SIDES OF THE MATS.
5. STABILIZE EXPOSED MINERAL SOIL WITH TREE
TOPS OR BRUSH DURING MAT INSTALLATION,
AND SEEDING/MULCH AFTER MAT REMOVAL.
6. INSTALL MATS TO CREATE A MINIMUM TEN
FOOT BRIDGE WIDTH.
MAINTENANCE NOTES:
1. KEEP MATS' SURFACE FREE OF MINERAL SOIL
AND DEBRIS THAT COULD ENTER STREAM.
2. PERIODICALLY CHECK MAT HARDWARE;
RETIGHTEN NUTS & CABLE CLAMPS AS
NECESSARY TO MAINTAIN BRIDGE STRENGTH
AND INTEGRITY.
3. IMMEDIATELY REMOVE ANY DEBRIS WHICH
ENTERS THE STREAM AT THE CROSSING
LOCATION.
REMOVAL NOTES:
1. CLEAN OFF BRIDGE SURFACE.
2. REMOVE MATS BY USING MAT CABLE LOOP
OR SKIDDER GRAPPLE.
3. PERMANENTLY STABILIZE DISTURBED
PORTIONS OF STREAM BANK AND APPROACH
ROADS WITH PERENNIAL GRASSES/MULCH (OR
WETLAND MIX WHEN APPLICABLE).
4. LEAVE APPROPRIATE WATER DIVERSION
STRUCTURES IN PLACE ON BOTH SIDES OF
STREAM.
TEMPORARY STREAM CROSSING OPTION #2
NOT TO SCALE
WOOD MAT
5 (TYP)
1 I ..
CLASS B RIPRAP
FILTER FABRIC-- V\V\\ \ \ �'\�'�'\\'\
/ / / / /
NOTES:
1. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
2. CLEARING IN THE WETLAND IS PROHIBITED.
3. INSTALL RAMP ACCESS OUTSIDE OF WETLAND AREA. LINE ACCESS RAMP AREA WITH
NON -WOVEN FILTER FABRIC AND CONSTRUCT RAMP WITH CLASS B RIP RAP.
4. INSTALL MUD MATS IN LOCATIONS SPECIFIED IN THE PLAN VIEW.
5. MAINTAIN CROSSING SO THAT RUNOFF FROM THE CONSTRUCTION ROAD DOES NOT ENTER
WETLAND.
6. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE
CROSSING THE WETLAND.
7. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT
UTILIZED, RECOMMENDED MAXIMUM 5:1 SLOPE.
8. AFTER CONSTRUCTION IS COMPLETE, REMOVE MUDMATS, ACCESS RAMPS AND SEED WETLAND
ACCORDING TO THE PLANTING PLAN.
TEMPORARY WETLAND CROSSING- MUDMAT
NOT TO SCALE
DESIGNED:
0
0
CC
0
CHECKED:
90%
PRELIMINARY
DRAWING FOR
REVIEW ONLY
0 LC)
N
0_ Da
O N
= U
Cf)z
z Q
= OU
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LOCATION:
U
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0
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0
0
REVISIONS
DESCRIPTION
IJ
0
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET D2

MARINE GRADE LUMBE
WEIR BOARD
�4" INCH DIA.
REBAR, TYP.
4" INCH DIA.
REBAR, TYP.
ARINE GRADE LUMBER
WEIR BOARD
10", TYP.
MARINE GRADE LUMBE
WEIR BOARD
74"
TOP BOARD
4" INCH DIA.
REBAR, TYP.
TYPICAL BOARD
OTTOM BOARD
FLASHBOARD SECTION VIEW
NOTE
1)
2)
3)
4)
5)
6)
7)
8)
ALL BOARDS TO BE MADE FROM
MARINE GRADE LUMBER
LENGTH TO VARY DEPENDING
ON THE CONFIGURATION OF THE
RISER. (SEE TABLES ON SHEET
S4 & S6)
HEIGHT [H] TO BE SIX INCHES
DEPTH [D] TO BE 2 INCHES
TWO 3/ INCH DIAMETER REBAR
HANDLE TO BE DRIVEN
THROUGH WEIR BOARD
A% INCH PILOT HOLE SHALL BE
DRILLED INTO WEIR BOARD FOR
EACH REBAR HANDLE
USE A ROUTER OR SIMILAR TO
PREPARE A V-SHAPED FITTING
BETWEEN WEIR BOARDS
ALTERNATIVELY PRE-CUT
TONGUE AND GROVE MARINE
GRADE LUMBER WITH THE SAME
DIMENSIONS SPECIFIED HERE
CAN BE USED AS WEIR BOARDS
WEIR BOARD
NOT TO SCALE
i
NOTE
1)
ALL FLASHBOARD WEIR CHANNEL SHALL BE MADE
OF ALUMINUM OR ALTERNATIVE APPROVED BY THE
PROJECT ENGINEER.
2) LENGTH TO VARY DEPENDING ON THE
CONFIGURATION OF THE RISER. (SEE TABLES ON
SHEET S4 & S6)
3) WIDTH [W] TO BE 3 INCHES OR GREATER. WIDTH OF
BOTTOM ALUMINUM CHANNEL TO 4 INCHES OR
GREATER.
4) HEIGHT [H] TO BE 1 INCH OR GREATER
5) THICKNESS [T] TO BE A MINIMUM OF 0.285 INCHES
6) ALUMINUM CHANNEL TO BE FASTENED TO
FLASHBOARD SHEET PILE WEIR USING % INCH LAG
SCREWS OR GREATER.
7) ALL GAPS BETWEEN ALUMINUM CHANNEL, MARINE
GRADE LUMBER, AND SHEET PILE TO BE SEALED
WITH MARINE GRADE SEALANT
8) MARINE GRADE SEALANT SHALL BE PUT ON THE
BACKSIDE OF ALUMINUM CHANNEL PRIOR TO
SCREWING IT TO MARINE GRADE LUMBER
ALUMINUM CHANNEL
D3
NOT TO SCALE
WEIR BOARD, TYP.
(SEE DETAIL 1 /D3)
3/4" DIA. BOLT, TYP.
SHEET PILE, TYP.
(SEE DETAIL 3/D3)
2"X12" MARINE
GRADE LUMBER
2"X12" MARINE GRADE LUMBER
8"x4" MARINE
GRADE POST, TYP.
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
FLASHBOARD WEIR SECTION VIEW
(SEE DETAIL 5/D3)
WEIR CAP PLAN VIEW
2"x12" MARINE
GRADE LUMBER
TOP CAP NOT SHOWN
2"x12" MARINE
GRADE LUMBER
2"x6" MARINE
GRADE LUMBER
SHEET PILE WALE, TYP.
(SEE DETAIL 1/D4)
WEIR CAP FRONT VIEW
SHEET PILE CAP
NOT TO SCALE
cm.
SG-425
CShoreGuard
Synthetic Sheet Piling
Allowable Moment (M)
3,813 ft-Ib/ft
16.96 kN-m/m
Section Modulus (Z)
14.3 in3/ft
769 cm3/m
Moment of Inertia (I)
57 in4/ft
7,784 cm4/m
Impact Strength
13,750 in-Ibs/in2
2,406 N-mm/mm2
Thickness (t)
0.285 in
7.2 mm
Section Depth
8.0 in
203 mm
Section Width
24 in
610 mm
Material
Weatherable Rigid Vinyl
Standard Colors
Grey, Clay
Technology
Box Profile, I -Beam Lock, XCR`"
Standard Packaging
20 sheets/bundle
8.0"
.285'
24"
Visit cmilc.com/legal for more information on referenced trademarks and patents owned by CM Limited Co.
cmilc.com
SHEET PILE
NOT TO SCALE
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3)
WEIR BOARD, TYP.
(SEE DETAIL 1 /D3)
2"x12" MARINE
GRADE LUMBER
r
it
ALUMINUM CHANNEL, TYP.
(SEE DETAIL 2/D3
FOR BASE CHANNEL)
Y2" STAINLESS STEEL
SCREW, TYP.
Y2" STAINLESS STEEL
SCREW, TYP.
FLASHBOARD WEIR SECTION VIEW
NOT TO SCALE
DESIGNED:
0
m
CD
z
CHECKED:
90%
PRELIIV
INAY
DRAWING FO
REVIEW ONLY
Ln
CC N
co
0 N
= 0
Yz
m
z Q
O
TD
O
LOCATION:
0
TD
0
z_
Li]
0
w
(r)
m
L()
0
W
CHATHAM ST.
w
C)
1
w
0
0
0
w
DATE
3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET D3

SHEET PILE WALE
L
L
D
HEET PILE WALE
NOTE
1) ALL WALE BOARDS TO BE MADE FROM
MARINE GRADE LUMBER
2) LENGTH TO VARY DEPENDING ON THE
CONFIGURATION OF THE WEIR. (SEE
TABLES ON SHEET S6)
3) HEIGHT [H] TO BE SIX INCHES
4) DEPTH [D] TO BE TWO INCHES
SHEET PILE WALE
NOT TO SCALE
15'
TOP OF ROAD
ELEVATION FROM PROFILES
2:1 SIDE SLOPES
TIE TO EXISTING GRADE
1) ALL ROAD RAISING WORK SHALL BE ACCOMPLISHED USING SOIL OF WHICH 50% OR
MORE OF THE COARSE FRACTION PASSES A NO.4 SIEVE, AND CONTAINS >12% FINES
(SILTY SAND OR CLAYEY SAND).
2) SOIL SHALL BE COMPACTED TO A MINIMUM 90% MAXIMUM DRY DENSITY IN MAXIMUM
LIFTS OF 6 INCHES .
3) COMPACTION SHALL CONSIST OF A MINIMUM OF 4 PASSES USING COMPACTION
EQUIPMENT ADEQUATE FOR THE SOIL TYPE TO ACHIEVE THE DESIRED COMPACTION.
4) A SMALL CROWN SHALL BE CREATED ON THE TOP WIDTH OF THE ROAD TO FACILITATE
PROPER DRAINAGE, AT A SLOPE OF 0.5%< S <1%.
5) SIDE SLOPES SHALL BE 2:1 OR FLATTER TO TIE THE TOP OF ROAD ELEVATION TO THE
EXISTING GRADE.
6) ROAD CONSTRUCTION SHALL CONSIST SOLELY OF FILL; NO CUT SHALL BE MADE FROM
ANY PORTION THE EXISTING GRADE OF THE ROAD TO HAUL TO OTHER SECTIONS OF
THE ROAD.
7) THREE (3) INCHES OF ABC STONE SHALL CAP THE TOP OF FERNEY AND BISHOP ROAD.
10' MIN.
ROAD FCANAL
BANK
MINERAL CORE
-DITCH PLUG
CANAL
7
CANAL
BANK
STONE ARMORED
LOW FLOW SPILLWAY
BITCH PLUG PLA\ VIEW
A'
10 0' MIN .
10' MIN.
NOTE
1) ALL ITEMS SHALL BE CONSTRUCTED TO THE
DIMENSIONS AND ELEVATIONS SHOWN. ANY
CHANGES TO THE DESIGN MUST BE APPROVED BY
THE PROJECT ENGINEER.
2) REMOVE ALL EXISTING VEGETATION AND DEBRIS
FROM THE DITCH PRIOR TO CONSTRUCTION OF
DITCH PLUG.
3) DITCH PLUG FILL MATERIAL TO BE OBTAINED
FROM A BORROW SOURCE APPROVED BY THE
PROJECT ENGINEER.
4) FILL SHALL NOT CONTAIN VEGETATION, FROZEN
MATERIAL, WOODY DEBRIS, OR STONES LARGER
THAN 3 INCHES.
5) FILL SHALL BE PLACED, SPREAD AND COMPACTED
IN LIFTS NOT TO EXCEED 6 INCHES IN
THICKNESS.
6) COMPACTION SHALL BE ACCOMPLISHED BY
CONSTRUCTION EQUIPMENT, ROLLER DEVICES OR
AN ALTERNATIVE APPROVED BY THE PROJECT
ENGINEER.
7) MINERAL CORE SHALL BE COMPACTED TO
ACHIEVE A DENSITY EQUAL TO OR GREATER THAN
90% MAXIMUM DRY DENSITY.
8) STONE FOR ARMORED LOW FLOW SPILLWAY SHALL
BE EQUAL PARTS CLASS 1, CLASS B, CLASS A,
AND #4 STONE.
9) FILTER FABRIC SHALL BE INSTALLED UNDER
STONE LOW FLOW SPILLWAY AND BE KEYED INTO
BOTH SIDES OF THE DITCH PLUG.
10) MINERAL CORE SHALL BE MADE OF INORGANIC
SOILS AND EXTEND A MINIMUM OF 2 FEET BELOW
EXISTING DITCH BOTTOM.
11) MINERAL CORE SHALL EXTEND BEYOND 2 FEET
INTO THE EXISTING CHANNEL IF NEEDED TO KEY
INTO EXISTING INORGANIC SOIL LAYER.
12) THE DITCH PLUG SHALL BE VEGETATED UPON
COMPLETION OF CONSTRUCTION AND SHALL BE
APPROVED BY PROJECT ENGINEER.
13) DITCH PLUG SHALL BE TOPPED WITH ORGANIC
SOILS TO PROMOTE VEGETATION ESTABLISHMENT
DITCH PLUG PLAN VIEW
NOT TO SCALE
TYPICAL ROAD CROSS SECTION
NOT TO SCALE
OAD
ELEVATION POINT
TONE ARMORED
3:1 SIDE SLOPES \ / LOW FLOW SPILLWAY
MIN., TYP.
FILTER FABRIC
EXISTING DITCH BOTTO
3' MIN. —
ITCH PLUG
DITCH PLUG COSS-SECTIO\ A -A'
ELEVATION POINT B
100' MIN.
EXISTIN
GRADE
MINERAL CORE
6' MIN.
ELEVATION POINT B
DITCH PLUG
XISTING
GRADE
DITCH PLUG COSS-SECTIO\ 3-3'
L
M
DITCH PLUG SECTION VIEWS
NOT TO SCALE
DESIGNED:
CHECKED:
90%
PREL_IfV
INAY
DRAWING FOR
REVIEW ONLY
0
0
0
07
m
z
S
0
O
N
DO
N
U
z
m
LOCATION:
E\GI\EEING
m
(r)
_L)
< N
U v
z
Lv>-
CDIr
Q
N
CT
cn
cn
c
0
w
0
0
0
0
REVISIONS
DESCRIPTION
DATE 3/22/2022
REVISION # 01
DRAWING:
Angola_Bay.dwg
SHEET D4

Bay Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
0+00
0+78
78
26.73-27.5
0.33
2,786
5+94
14+31
837
26.5
0.33
15+91
25+00
909
26.5
0.5
25+00
26+00
100
26.5-27.5
0.66
26+00
50+68
2,468
27.5
1.33
Total Road Raising Length
(ft)
4,392
BAY ROAD RAISING TABLE
Ferney Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
0+00
6+36
636
24.25
0.66
18,567
32+13
39+72
759
24.25
0.33
41+47
112+52
7,105
24.25
3.00
112+52
114+52
200
24.25-26.25
1.50
114+52
196+20
8,168
26.25
1.00
196+20
197+42
122
25.03-26.25
0.66
216+00
223+63
763
25
0.33
247+17
248+34
117
24
0.33
249+44
251+29
185
24
0.25
Total Road Raising Length
(ft)
18,055
FERNEY ROAD RAISING TABLE
Harrelson Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
0+00
33+00
3,300
26.5
1.50
7,649
34+74
38+29
355
26.5
0.25
38+91
40+19
128
26.5
0.15
52+62
53+60
98
26.5
0.15
58+55
104+23
4,568
26.5
1.00
Total Road Raising Length
(ft)
8,449
HARRELSON ROAD RAISING TABLE
White Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
0+00
0+88
88
27.5
0.33
3,539
5+75
6+72
97
27.5
0.25
7+89
8+75
86
27.5
0.15
10+04
27+00
1,696
27.5
1.33
27+00
28+00
100
26.5-27.5
1.5
28+00
30+72
272
26.5
0.66
31+48
52+42
2,094
26.5
1.25
Total Road Raising Length
(ft)
4,433
WHITE ROAD RAISING TABLE
Bear Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
33+67
34+65
98
24
0.33
5,580
37+42
67+91
3,049
24
2.25
71+96
81+47
951
24
1
89+65
90+44
79
24
0.15
Total Road Raising Length
(ft)
4,177
BEAR ROAD RAISING TABLE
Bishop Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor (CY)
3+41
4+27
427
27.5
0.15
4,244
5+92
7+98
206
27.5
0.30
9+12
14+65
553
27.5
0.75
15+56
23+25
769
27.5
0.50
23+25
23+75
50
27-27.5
0.30
23+75
24+48
73
27
0.25
25+80
51+90
2,610
27
0.75
51+90
52+47
57
26.43-27
0.33
52+94
53+36
42
26
0.10
57+98
61+10
312
26
0.50
62+63
78+62.5
1,599.50
26
0.75
78+62.5
80+24.61
162.11
24.38-26
0.85
83+07
86+71
364
24.25
0.15
89+66
105+98
1,632
24.25
0.75
Total Road Raising Length
(ft)
8,857
BISHOP ROAD RAISING TABLE
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DATE 3/22/22
REVISION # o1
DRAWING:
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Ralph Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
0+00
11+67
1,167
27.5
0.5
471
51+08
52+20
112
25.5
0.5
Total Road Raising Length
(ft)
1,279
RALPH ROAD RAISING TABLE
Brooks Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
0+31
3+55
324
27.5
0.5
942
4+27
5+95
168
27.5
0.4
10+89
24+54
1,365
27.5
0.7
24+98
34+00
902
27.5
0.5
Total Road Raising Length
(ft)
2,759
BROOKS ROAD RAISING TABLE
Otter Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
15+65
15+85
20
27
0.4
1,065
34+56
35+37
81
27
0.2
48+60
52+46
386
27-26.5
1
Total Road Raising Length
(ft)
487
OTTER ROAD RAISING TABLE
Raccoon Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
0+00
0+49
49
27
0.50
1,586
97+79
107+78
999
23.25
1.00
Total Road Raising Length
(ft)
1,048
RACCOON ROAD RAISING TABLE
Walker Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
0+00
33+26
3,326
27
1.00
6,035
33+26
33+76
50
27-26.5
0.50
32+76
77+54
4,478
26.5
0.75
77+54
77+71
17
26.5-25.25
0.20
104+25
107+98
373
25.25
0.50
Total Road Raising Length
(ft)
8,244
WALKER ROAD RAISING TABLE
Pocosin Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
38+63
60+00
2,137
26.5
0.40
1,716
61+92
75+38
1,346
25
0.30
Total Road Raising Length
(ft)
3,483
POCOSIN ROAD RAISING TABLE
Wildcat Road
Road Raising Start Station
Road Raising End Station
Road Raising Length (ft)
Design Road Elevation (ft)
Average Road Raising (ft)
Estimate Fill Needed- 1.3 Fill Factor
(CY)
0+47
99+11
9,864
25.25
0.70
6,880
108+52
109+32
80
25.25
0.50
Total Road Raising Length
(ft)
9,944
WILDCAT ROAD RAISING TABLE
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DESCRIPTION
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DATE 3/22/22
REVISION # o1
DRAWING:
Angola_Bay.dwg
SHEET D6

J I-
Y I- 0
0 CD m m
Y r U Y
m U C3 C6
Y Y Y
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT o
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER Li
z z
Implementing the details and specifications on thisplan sheet will result in the construction � Q w
p g p 2. Provide drip pans under any stored equipment. �z�� � , Y;}: 4""' 2, v,W,�, B W CC _
activity being considered compliant with the Ground Stabilization and Materials Handling ;k�'■■'��on 1� �,�cl :,�`� {;
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the 1 •� �� ' #4,,Al, �� � _ gO�sections of the NCG01 Construction General Permit (Sections E and F, respectively). The ro ect. "uIO
Icy ..� -
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permittee shall comply with the Erosion and Sediment Controlplan approved bythe p ���•_■►��1 - I:;..T
p Y pp �,�,.. - l .. �
delegated authority having jurisdiction. All details and specifications shown on this sheet 4. Collect all spent fluids, store in separate containers and properly dispose as a r�,�;;,4Z, 1 NiKpi,: = :`l
hazardous waste (recycle when possible). B PRELI IV I NARY
may not apply depending on site conditions and the delegated authority having jurisdiction. ,
5. Remove leaking vehicles and construction equipment from service until the problem �. r�„�e s►eec SECT1D A-A OR sTAnxsIAL=ATM i[flMSLD II
rEKIAL TOM arnomaceINma f"-iCiatel Pia cElIZIanwiAlriffy a SE WONTAINES
TIE CIRICSEIE vilASTITUT DRAWING F0�
SECTION E: GROUND STABILIZATION has been corrected. I I a Tic corgi MAIVERTASED WENSIwITIET � TM ►:-
1 1 CAPACITY A
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products HO CAPACITY MI
Required Ground Stabilization Timeframes e� , ,E► :„a,C,L,� m X ■'"t or REVIEW 0 N LY
to a recycling or disposal center that handles these materials. AEA „m,E„AS„„T
Stabilize within this v`m
Site Area Description many calendar Timefrarne variations BELOW GRAB 4 JUT STRUCTURE ABOVE GRAD 1 S UT STRUCTURE
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash CONCRETE WASHOUTS
swales, ditches, and 7 None receptacle) on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. ° °
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local O N
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. O o
(HQW) Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in I- o
from upland areas and does not drain directlyto a storm drain, stream or wetland. Q z
If slopes are 10' or less in length and are paddition place the mixer and associated materials on impervious barrier and within m z
(c) Slopes steeper than 7 p g 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 not steeper than 2:1, 14 days are z
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an 0 0
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used, contact your approval authority for n
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two I 1 I o co
-7 days for perimeter dikes, swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk o
Zones 9. On business days, clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or >- Q
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must Q o
o
_1-� be pumped out and removed from project. m
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it 1-
ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. o
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, QLii
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surfaceo
install protection of storm drain inlet(s) closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. O O 0_
Note: After the permanent cessation of construction activities, any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area, on level ground and install a stone 0 C
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the 7 U
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority. < O
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75% capacity to limit 0 y=
GROUND STABILIZATION SPECIFICATION 7 o
1. Install portable toilets on level ground, at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural - N mW
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot CY ix-
techniques in the table below: components when no longer functional. When utilizing alternative or proprietary w I_,_; le,7
q offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions. j n �p
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance y
other mulches and tackifiers other mulches and tackifiers foot traffic areas. W r�
• Geotextile fabrics such as permanent soilcaused by removal of washout. _ L.7) r-o o
• Hydroseedingp 3. Monitor portable toilets for leaking and properly dispose of any leaked material. (I) 1- I- N �,
• Rolled erosion controlproducts with or reinforcement matting07 < c `n c
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace Q = 0_ uj
without temporary grass seed • Hydroseeding with properly operating unit. m u z . . o
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES, PESTICIDES AND RODENTICIDES w LO @)
• Plastic sheetingwith mulch � � � �
1. Store and apply herbicides, pesticides and rodenticides in accordance with label rr Q m
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. `l N
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides, pesticides and rodenticides in their original containers with the
• Structural methods such as concrete, asphalt or 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls label, which lists directions for use, ingredients and first aid steps in case of LiJ
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
accidental poisoning. 0_
• Rolled erosion control products with grass seed available. Q
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance �, o
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined o i,
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated u) E0
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTEQ Q
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging _ 2. Place hazardous waste containers under cover or in secondary containment.
offsite. .4..---;-- --�- -}
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover I' •I NORTH CAROLINA 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. i .
En vironm en to d Quality
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NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE .. 04/01 / 19 ci
DATE 3/22/2022
REVISION # o1
DRAWING:
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SHEET N1

I-
Y 1- CD
0 m COY CO- U Y
m U & CD
Y Y Y
PART III PART III PART III o 0
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SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING Z z
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CI a 0
SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING 90%
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: PRELI IV I NARY
personnel to be in jeopardy, the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition, when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be DRAWING FO
inspection at all times during normal business hours. (b) Oil spills if:
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, REVIEW ONLY
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete, date
business hours) locations, dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters (regardless of volume), or
(1) Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters (regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or
good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the
order available, record the cumulative rain measurement for those un initial installation of the E&SC measures or if . .
attended days (ant this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 / o
Lo
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA0 EN
ct
"zero." The Divtee may use another rain-monitoring device (b) Aphase ofgradinghas been completed. Initial and date a copy of the approved E&SC (Ref: 40 CFR 302.4) or G.S. 143-215.85. a_ c0
_ approved by the Division. p I- O
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete, date and sign an inspection Q (j)i U
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. °° z
and within 24 3. Name of the person performing the inspection, construction phase. z
hours of a rain 4. Indication of whether the measures were operating 0 I
(c) Ground cover is located and installed Initial and date a copy of the approved E&SC 1- o
event > 1.0 inch in properly, Noncompliance with the conditions of thispermit that mayendanger health or the
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete, date and sign an inspection (e) p g Up o m
6. Description, evidence, and date of corrective actions taken. plan. report to indicate compliance with approved environment. I 1
(3) Storrnwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, z
outfalls (SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete, date and sign an inspection report. 2. Reporting Timeframes and Other Requirements 0
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures i=
After a permittee becomes aware of an occurrence that must be reported, he shall contact Q event > 1.0 inch in sheen, floating or suspended solids or discoloration, have been performed.
o
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the m J
6. Description, evidence, and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC C\
Other requirements listed below. Occurrences Outside normal business hours may a150 be U
(4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record to E&SC measures. plan or complete, date and sign an inspection reported to the Department's Environmental Emergency Center personnel at (800) Q L'-'
site 7 calendar days of the following shall be made: report to indicate the completion of the 85g-0368 o
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 0 0
hours of a rain the site limits,
event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 2. Additional Documentation to be Kept on Site Occurrence Reporting Timeframes (After Discovery) and Other Requirements 0 C 7
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above, the following items shall be kept on the (a) Visible sediment • Within 24 hours, an oral or electronic notification. / U
releases. site and available for inspectors at all times during normal business hours, unless the deposition in a • Within 7 calendar days, a report that contains a description of the Q 7
(5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity, then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description, evidence and date of corrective actions taken, and case-by-case basis.
accessible) event 1.0 inch in 2. Records of the required reports to the appropriate Division • If the stream is named on the NC 303(d3 list as impaired for sediment- w=
(a) This General Permit as well as the Certificate of Coverage, after it is received. z o a:
24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. related causes, the permittee may be required to perform additional - N N=
(6) Ground After each phase 11. The phase of grading (installation of perimeter E&SC monitoring, inspections or apply more stringent practices if staff W Lv Y=
stabilization of grading measures, clearing and grubbing, installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall Li] 1-
determine that additional requirements are needed to assure compliance
measures drainage facilities, completion of all land-disturbing record the required observations on the Inspection Record Form provided by the /_
with the federal or state impaired-waters conditions. •
activity, construction or redevelopment, permanent Division or a similar inspection form that includes all the required elements. Use of 0
ground cover). electronically-available records in lieu of the required paper copies will be allowed if (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification w _
2. Documentation that the required ground stabilization release of shall include information about the date, time, nature, volume and �_ ro
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. _ ,n
timeframe or an assurance that they will be provided as substances per Item CI) < N 1 'ENI °
soon as possible. 3. Documentation to be Retained for Three Years Q i 0_ N
1(b)-(c) above 0 0 . -o
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c) Anticipated • Are art at least ten days before the date ofthe bypass, m z . . a -
NOTE: The rain inspection resets the required 7 calendar day inspection requirement. of three ears after project completion and made available upon request. 40 CFR 122.41 p P 'f possible. ` )
p q y P q y p j P p q bypasses [40 CFR The report shall include an evaluation of the anticipated quality and r(Iv cY) , •
. 122.41(m)(3)] effect of the bypass. - Q 0 _o
N U L_ CY)
PART II, SECTION G, ITEM (4) (d) Unanticipated • Within 24 hours, an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses [40 CFR • Within 7 calendar darys, a report that includes an evaluation of the >
122.41(m)(3)]
quality and effect of the bypass. 0cL
(e) Noncompliance • Within 24 hours, an oral or electronic notification. Q
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days, a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). of this permit that noncompliance, and its causes; the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to
(a) The E&SCplan authorityhas beenprovided with documentation of the non-surface withdrawal and the specific timeperiods or conditions in which it will occur. The non-surface withdrawal environment[40 continue; and steps taken or planned to reduce, eliminate, and z
o
p CFR 122.410)(7)] prevent reoccurrence of the noncompliance_ [40 CFR 122.41(1)(6). o
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a u'
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, case-by-case basis. La w
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include a
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, r..wn,
(e) Velocitydissipation devices such as check dams, sediment traps, and riprap areprovided at the dischargepoints of all dewateringdevices, and ; 1 * NORTH CAROLINA
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(f) Sediment removed from the dewatering treatment devices described In Item (c) above Is disposed of In a manner that does oat cause deposition of sediment Into waters of the United States. .,- �, Quality w
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NCGO 1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE : 04/01 / 19 DATE 3/22/2022
REVISION # 0i
DRAWING:
Angola_Bay.dwg
SHEET N2