20160752 Ver 1_401 Application_20160802

/y��O� AECOM 910 667 2391 tel
201 North Front Street, Suite 509 910 763 8289 fax
Wilmington, NC 28401
July 25, 2016
North Carolina Division of Water Resources
401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE. Old Fayetteville Road Multi-Use Path (NCDOT TIP U-5534D)
Leland, North Carolina
Dear Sir or Madam•
� � �_ � � `:�"�'�
JUL 2 8 2016
l_^' _.. . ,'�_ .. � J '•(
� T'�J i�'.... .., � ��: I� j., i_ i"•.. i! I'I � i� I��J ..
On behalf of the Town of Leland, AECOM is submitting this permit application package to request
written authorization for use of Nationwide Permit 14 for the proposed Old Fayetteville Road Multi-
Use Path. This pro�ect will involve construction of a new bicycle/pedestrian path along the north
side of Old Fayetteville Road in Leland, NC The proposed path will be 10 feet wide, approximately
4,000 linear feet long and will provide pedestrian/bicycle access to North Brunswick High School
and Leland Town Hall for area residents This will include the extension of two existing culverts at
two unnamed tributaries to Sturgeon Creek (one perennial and one intermittent), and fill of ad�acent
headwater wetland associated with slope and headwall installation. The culvert extensions will
result in a total of 13 linear feet of stream channel impact Please note that the placement of the
extensions will be done to match the elevations/inverts of the existing culverts. Wetland fill impact
associated with slopes and headwall installation will result in a total of 0 034 acres of impact to
headwater wetlands Fill slopes will be graded at the NCDOT maximum allowable steepness of
3•1 Wetland and stream impacts are shown on sheets C-106 and C-109 of the attached
construction drawings Ms Emily Hughes provided verbal/desktop approval of the �urisdictional
delineation via email on February 2, 2015 A pre-application site visit was also held on June 9,
2016 between Mr Paul Masten of AECOM and Mr John Policarpo (U S Army Corps of Engineers)
and a Pre-Construction Notification was sent to Mr. Policarpo on June 29, 2016
The project will be receiving a federal grant administered through the NC Department of
Transportation (NCDOT) A Programmatic Categorical Exclusion will be sought for TIP U-5534D. It
is our understanding that, since the project will be constructed by the Town of Leland, it is not
considered an NCDOT pro�ect
To support this application, the following documents have been included�
• Pre-Construction Notification
• Agent Authorization
• Wetland and Stream Mitigation Confirmation Letter
AECOM
2Q1 N Front Street, Suite 509
Wilmington NC 28401
Tel [phone]
Fax [phone]
o���ad�
D
, �. � ::-; _ 2 2016
T' 1'7 i`,4 "iG'il{Z�.E.S
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TRANSPUFtiAi►ON PEKM���NG UN

• List of Property Owners
• Project Exhibits including Project Aerial Photograph, USGS Topography and LIDAR
• Wetland Boundary Plats
• Construction Drawings with Impacts and Detail Sheets
Please feel fr.ee to contact me at 910-667-2391 or paul.masten(cD.aecom.com if you have any
questions, would like to schedule a site visit, or need any further information
Sincerely,
AECOM — North Carolina
Paul Masten, LSS, PWS, LEED-AP
Senior Environmental Scientist

Lett�r of Authorization
I, Robert Warin�, with the Town of [.ela»d authorize AECOM to act as our limited agent to
coordinate with the U.5 Army Corps of Engineers and Plorth Carolina Department of
Environrnental Quality for the preparation and submittal of jurisdi�tional determinations and
404/407. permits applications associated with the D/d Fcryetteville Road Multi-Use Path project
located in teland, North Carolina.
Authorization will terminate on either finat agency action or upon written notification from
either party involved.
Applicant/Owner Agent
Mr Robert Waring Mr Paul Masten
Town of Leland AECOM
142 Town Hall Drive 210�North Front 5treet, Suite 509
Leland, NC 28451 Wilmingtan, NC 28401
910-332-4816 910-667-2391 direct
910-512-1253 mobile
rwaringC�townoflela�d.com paul.masten�a aecom.com
Signature of Applicant/Owner
Date

pc'�F W A?�9�G
� �.
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U �C
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1 Processing
1 a Type(s) of approval sought from the Corps ❑X Section 404 Permit ❑ Section 10 Permit
1 b Specify Nationwide Permit (NWP) number• 14 or General Permit (GP) number• 3886
1 c Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No
1 d Type(s) of approval sought from the DWQ (check all that apply)
OX 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authonzation
1 e Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit
because written approval is not required? 401 Certification
❑ Yes ❑X No ❑ Yes ❑X No
1f Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts� If so, attach the acceptance letter from mitigation bank ❑X Yes ❑ No
or in-lieu fee program
1 g Is the pro�ect located in any of NC's twenty coastal counties If yes, answer 1 h � Yes ❑ No
below
1 h Is the pro�ect located within a NC DCM Area of Environmental Concern (AEC)� ❑ Yes ❑X No
2. Project Information
2a Name of pro�ect Old Fayettevdle Road Multi-Use Path
2b Counry• Brunswick
2c Nearest murocipality / town Leland
2d. Subdivision name NONE
2e NCDOT only, T I P or state project no U-5534D �✓ c
e.� ,..�
3 Owner Information �"° ��6
3a Name(s) on Recorded Deed multiple- see list �L ,--�
3b Deed Book and Page No ��.; `� ' ,��`
3c. Responsible Party (for LLC if Town of Leland -�pR��''`�����,`
applicable) 5
3d Street address 102 Town Hall Drive
3e Ciry, state, zip Leland, NC 28451
3f Telephone no 910-371-0148
3g. Fax no
3h. Email address
Page 1 of 10
PCN Form — Version 1 4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify�
4b Name:
4c. Business name
(if applicable):
4d Street address:
4e. City, state, zip
4f Telephone no
4g Fax no
4h Email address:
5. AgenUConsultant Information (if applicable)
5a. Name. Paul Masten
5b Business name AECOM
(if applicable):
5c. Street address: 201 North Front Street, Suite 509
5d Ciry, state, zip Wilmington, NC 28401
5e. Telephone no. 910-667-2391
5f Fax no
5g Email address: paul masten@aecom com
Page 2 of 10

B. Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID): multiple - see list
1 b Site coordinates (in decimal degrees) Latitude 34.24 Longitude. -78 02
1 c. Property size. acres
2. Surface Vilaters
2a Name of nearest body of water to proposed project: UTs to Sturgeon Creek
2b Water Quality Classification of nearest receiving water C,Sw
2c. River basin. Cape Fear 03030005
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application.
The project site currently consists of a portion of Old Fayetteville Road, roadway shoulder, yards and maintained areas, and undeveloped wooded
areas (including stream/wetland complexes). The general land uses in the vicinity are primarily single-family residences and undeveloped wooded
areas with some munici al uses school ark and town hall and commercial uses.
3b List the total estimated acreage of all existing wetlands on the property� 0 07 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 75 feet
3d Explain the purpose of the proposed project:
The purpose of the project is to provide area residents/students with safer pedestrian and bicycle access along Old Fayetteville Road to North Bruns-
wick High School and Leland Town Hall. Currently there is no sidewalk and a very narrow shoulder and the shoulder is used frequently particularly
after school.
3e Describe the overall project in detail, including the type of equipment to be used
The project will include construction of an approximately 4,000-foot long, 10-foot wide paved multi-use path along the north side of Old Fayetteville
Road This will include extension of two corrugated metal culverts at stream crossings. Typical grading and paving equipment will be used to con-
struct the ath. Concrete head walls will be used at the culverts and backfill slo es at 3•1 will match ro osed rades with existin road shoulder.
4 Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � Yes ❑� No ❑ Unknown
Corps or State been requested or obtained for this property / Comments:
ro'ect includin all rior hases in the ast?
4b If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company� URs/AECOM
Name (if known): Susan Westberry Other�
4d if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a Have permits or certifications been requested or obtained for � Yes 0 No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b If yes, explain
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1 Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
OX Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a. 2b 2c. 2d 2e 2f
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Tem ora T
W1 P Fill Headwater Wetland Yes Corps 0.024
W2 P Fill Headwater Wetland Yes Corps 0.01
W3 - Choose one Choose one Yes/No -
N/4 - Choose one Choose one Yes/No -
W5 - Choose one Choose one Yes/No -
W6 - Choose one Choose one Yes/No -
2g Total Wetland Impacts. 0 034
2h Comments:
Wetland impacts are shown on sheets C-106 and C-109 of the attached construction drawings. Fill impacts result from proposed fill slope at 3:1 (DOT
maximum allowable steepness) to match proposed grade with existing road shoulder
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a. 3b 3c. 3d 3e. 3f 3g
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 P Cuivert UT to Sturgeon Creek PER Corps 8 5
S2 P Cuivert UT to Sturgeon Creek INT Corps 8 8
S3 - Choose one _ _
S4 - Choose one - -
S5 - Choose one _ -
S6 - Choose one - -
3h. Total stream and tributary impacts 13 LF
3i Comments.
Wetland impacts are shown on sheets C-106 and C-109 of the attached construction drawings DWQ Stream ID and USACE Stream Quality
Assessment forms have been included. Impacts result from extensions of existing corrugated metal culverts.
Page 4 of 10
PCN Form — Version 1 4 January 2009

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S. then individuall list all o en water im acts below
4a. 4b 4c. 4d 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Tem orar T
01 - Choose one Choose
O2 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f Total open water impacts
4g Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below
5a. 5b 5c. 5d 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Chaose one
5f Total
5g Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no•
5i Expected pond surface area (acres)
5j Size of pond watershed (acres):
5k. Method of construction.
6. Buffer Impacts (for DWG1)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If an im acts re uire miti ation, then ou MUST fill out Section D of this form
6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba � Randleman ❑ Other�
6b 6c. 6d 6e. 6f 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Tem ora T feet feet
g� - Yes/No
B2 _ Yes/No
B3 _ YeslNo
B4 _ Yes/No
B5 _ Yes/No
gg _ Yes/No
6h Total Buffer Impacts.
6i Comments.
Page 5 of 10

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The multi-use path was located as close to the road as possible while following DOT safety requirements to minimize impacts and avoid disconnection
of avoided wetlands from the parent systems. DOT maximum allowable 3:1 slopes are proposed. A third impact area was been removed during
redesign. Proposed rip-rap has also been excluded to minimize stream impacts. Approximately 0.036 acres of wetland will be avoided.
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation control measures will be installed to reduce incidental impacts to jurisdictional features resulting from stormwater runoff into
the wetland/stream systems.
2. Com ensator Miti ation for Im acts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for ❑X Yes � No
impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps
❑x Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Com lete if Usin a Miti ation Bank
3a. Name of Mitigation Bank: Lower Cape Fear Umbrella Bank
Type: Riparian wetland Quantity• 0 1 acres
3b Credits Purchased (attach receipt and letter) Type. Stream Quantity 13 If
Type. Choose one Quantity•
3c. Comments.
4. Com lete if Makin a Pa ment to In-lieu Fee Pro ram
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b Stream mitigation requested. linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f Non-riparian wetland mitigation requested acres
4g. Coastal (tidal) wetland mitigation requested. acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes �X No
buffer mitigation?
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required
6c. 6d 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1 5
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e.g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑X No
within one of the NC Ri arian Buffer Protection Rules?
1 b If yes, then is a diffuse flow plan included? If no, explain why
� Yes � No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? a rox. 75 %
2b Does this ro'ect re uire a Stormwater Mana ement Plan? ❑ Yes ❑x No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why
The path will utilize the existing stormwater system for Old Fayetteville Road. Portion of imperviousness includes existing roadway that is within the
project boundary
2d if this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e. Who will be responsible for the review of the Stormwater Management Plan? NCDWR
3. Certified Local Government Stormwater Review
3a. In which local overnmenYs �urisdiction is this ro'ect? Town of Leland
❑ Phase II
3b Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
� Water Supply Watershed
� Other•
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No
attached?
4. DWQ Stormwater Pro ram Review
�Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑Other•
4b Has the approved Stormwater Management Plan with proof of approval been � Yes 0 No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? X� Yes � No
5b Have all of the 401 Unit submittal requirements been met? XO Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use.of public (federal/state) land?
1 b 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 ❑x Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter ) ❑ Yes �X No
Project qualifies for a Programmatic Categorical Exclusion which is under review at
Comments: NCDOT
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 26 0200)?
2b Is this an after-the-fact permit application? ❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in �Yes OX No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description.
The project only serves to provide alternative transportation method (pedestrian & bicycle) for area residents and does not, by itself, prompt or
promote new/additional development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
No wastewater will be generated for this project.
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical 9iabitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes �X No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act �X Yes ❑ No
im pacts?
5c. If yes, indicate the USFWS Field Office you have contacted Raleigh
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
H a b itat?
USFWS Raleigh office website and correspondence with Mr Gary Jordan, USFWS
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS and DMF websites and correspondence with Mr Fritz Rhode, NMFS
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 � Yes X❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
NCSHPO website and correspondence with Ms. Renee Gledhill-Earley, NCSHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? OX Yes ❑ No
8b If yes, explain how project meets FEMA requirements:
No habitable space proposed. The path will be elevated above the 100-year floodplain.
8c. What source(s) did you use to make the floodplain determination?
NC Floodmap website - FIRM Panel 3720219700J `
�v� ��5-�-�n/ 06-29-2016
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization
letter from the a licant is rovided.
Page 10 of 10

LOWER CAPE FEAR UMBRELLA MITIGATION BANK
STATEMENT OF CREDIT AVAILIBILITY
June 24, 2016
TO• Paul Masten FROM Lower Cape Fear Umbrella Mitigation Bank
AECOM c/o Land Management Group, Inc.
201 North Front Street 3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28401 Wilmington, NC 28403
Project: Old Fayetteville Road Multi-Use Path (Town of Leland, NC)
Dear Paul
Pursuant to your recent credit request, the Lower Cape Fear Umbrella Mitigation Bank (LCFUMB) is providing
confirmation of acceptance to supply wetland and stream mitigation credits for proposed impacts associated
with the Old Fayetteville Road Multi-Use Path (Town of Leland, NC) This acceptance is conditional upon
receipt of payment as outlined below Please refer to the table below depicting the type and quantity of
credits requested and reserved for your project.
��� Mitigation Type �� Credits Reserved
� Stream �� 13
� Non- Riparian Wetland � 0.0
1 Riparian Wetlandmm �� 0.1 ��
� _ __.�_ �_... _ _._. ____ ____ _ .
�
...,.�__._- �
___. _. ._.� �..�,. �.. _ ....,.., ,.�..E
� Fee Per Unit � Fee 4
�� $390.00 � � $5,070.00
� $51,370.00 � $0.00 ���
__� ___....�___.�.� __ � � �
� �W �$71,201�OOY �� WY$7,120�10 �
Total Fee �� $12,190.10 �
Based upon receipt of your credit request transmitted on June 23, 2016, LCFUMB will reserve 0.1 riparian
wetland credits and 13 stream credits for a period of up to 90 days from the date of this letter Note that
requests to reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation
to extend beyond the 90-day period
Upon request for receipt of credit transfer, LCFUMB will issue an invoice in the amount of $12,190.10.
Upon receipt of payment, LCFUMB will provide an executed Transfer of Credit Certificate Note that all
payments must be made with certified funds. It is the applicant's responsibility to ensure that the credit
types and amounts requested are consistent with the compensatory mitigation requirements of the permit(s)
issued LCFUMB and/or its agents are not responsible for determining the applicant's mitigation
requirements. If you have any questions or need additional information, please contact me by phone at
[phone] or by email at cpreziasi Im�rou�.net.
Sincerely,
Land Management Group, Inc. (agent for LCFUMB)
C h r i s t i a n Olyitally sfgned by ChrisNan Preziasl
on, n�=ihnstian rrN:+ost. n=�and
MznagemenlGroup•1^c,o4
Preziosi ��J=�prexmsi,xlmymnpnet,c=US
Date. zutG.06.za t sU.'+.oH-nJ•ao'
Christian Preziosi
Section Manager

OLD FAYETTEVILL ROAD MIXED-USE PATH PROPERN OWNERS
Parcel ID Address Owne� Deed Book Page
114 Scorpion Dr
037DA005 Leland, NC 28451 Brunswick County Board of Education 234 812
114 Scorpion Dr
037DA005 Leland, NC 28451 Brunswick County Board of Education 234 812
202 Old Fayetteville Rd Leland,
037DA006 NC 28451 Brunswick Place Old Fayettevilie Road, LLC 3365 1038
129 Old Fayetteville Rd Leland,
037DA00703 NC 28451 Anthony Richburg and wife Fayerence M. Richburg 2871 305
180 Old Fayetteville Rd Leland,
037DA01202 NC 28451 Robert P Jones and wife Pearline Jones 1105 679
037DA01108 Old Fayetteville Road Dolly McKo 3643 1078
037DA01101 125 John Sneeded Ln Elle Shaw, et al 575 22
125 John Sneed Ln Leland, NC
037DA01304 28451 Caroline Waddell 40 175
174 Old Fayetteville Rd Leland,
037DA01301 NC 28451 Mable J. Everett 3092 221
037DA013 Old Fayetteville Road Frances Murrill 117 681
146 Old Fayetteville Rd Leland,
037DA03802 NC 28a51 Glenn E. Cahn Living Trust 2775 1003
038AA01801 Old Fayetteville Road Town of Leland 938 217

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Multi-Use Path
Town of Leland
Legend
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Roads
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July 2014
This map is for reference only
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Old Fayetteville Road
Multi-Use Path
Town of Leland
Legend
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0 250 500 1, 000
Feet
Topographic Map
(Winnabow)
July 2014
This map is for reference only
Sources ESRI, CGIA, Brunswick County,
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Town of Leland
Legend
� Project Area
Roads
0 150 300 600
Feet
July 2014
This map is for reference only
Sources ESRi, CGIA, Brunswick County,
NCDOT URS

LINE TYP.� LEGEND:
RIGNT OF WAY
— - - — CENTERLINE
— — — — — ADJOINER PROPER7Y LINE
_S'URVEY SY�BOL I�GEND:
O ElP (EXIST/NG IRON P/PE)
O EIPP (EXISTING /RON PlNCHED P/PE)
• E/R (EXISTING lRON ROD)
• RR (EXISTING RA/LROAD SP/KE)
R PROPER7Y LINE
R/W R/GHT OF WAY
N/F TyIS DOCUMENT OR/G/NALLY ISSUED, SIGNEO AND SEALED BY BO M. JONES, JR., PLS,
�� ��R� L-2977 ON JULY 17, 2014 THIS ELECTRONIC MED/A SHALL N�T BE CONSIDERED A
D.B. 3092, PG. 221 CERTIFIED DOCUMENT
P.I.D. �'0370AO1,i01 �
WETLAND LINES
N�� \ \ �1, �8 S .
1 FEMA FLOOD MAP INFORMATION: S sry, 82, ��
BRUNSWICK COUNTY FLOOD /NSURANCE RATE MAP• �o• `�
MAP PANEL No. 3720219700J FLOOD ZONE. AE - B.F.E.=B' `��?y WB7 gp'2��Z8�
MAP PANEL DATE. JUNE 2, 2006 S_ T�E OF SLOP (�yp�
2. CORNfRS ARE MARKED AS NOTED ON MAP ��_
3. ALL BEAR/NGS ARE BASED ON NAD83(2011). ��— s
4 ALL DISTANCES ARE HOR/ZONTAL FlELD MEASUREMENTS. — 7 —
5. AREA COMPUTED BY THE COORD/NATE METH00.
THIS CERTIFIES THAT THlS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT /N THE ARfAS
IMPACTED BY THE PRESENT PROPOSED ACTIVl1Y, AS DETERMINED BY THE
UNDERSIGNED ON TH/S DATE. OTHER AREAS OF JURlSDICTION MAY BE PRESENT ON
THE SITE BUT HAI/E NOT BEEN DELINEATED. UNLESS THERE /S A CHANGE lN THE
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERM/NATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIDD NOT TO EXCEEO FlI/E YEARS FROM
THIS DATE. THIS DETERM/NATION WAS MADE UTILIZING THE APPROPRIATE REGIONAL
SUPPLEMENT TO TNE 1987 CORPS OF ENG/NEERS WETLANDS DELIN/ATION MANUAL.
NAME.
TITLE.
DATE.
USACE Action 1D
e�wu.E
N
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WB5 � 24.58' (TlE)
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l� _ �.
N/f
JOHN NENRY NILL, ROSA MAE HILL
ond NAIFWNI£L HILL
D.B. 117, PG. 6B1
P.I.D. f0.i7DA013
34.05'
p\ 29.07' WB3 ry�
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60' PUBLIC R/A'
RAILROAD SP/KE
N.C. GR/D COORD/NATES
N = 178, 649.553
E = 2,297,150.083
437
, ��\
� �
—10 —� _ 8 —`� — 10
�— —_ � i� � � �
WETLAND MAP
FOR
T 0 WN �F LELA1'VD
OF OLD FAYETTEVILLE ROAD FROM
RAMPART STREET EAST TO TOWN HALL ROAD
TOWN CREEK TOWNSHIP — BRUNSWICK COUNTY — NORTH CAROLINA
----- --� SCAL-E.� 1-"=20' DA-TE.•—APRIL -4, 201-4- -- - --
20' 0' 20' 40' 60'
1 INCH=20 FEET
�
v
ROBERT H. GOSLEE & ASSOCIATES, PA
LAND SURVEYORS - LAND PLANNERS
F7RM UCENSE NUMBER: C-1167
__ 513 CHESTNUT_SZ_REEI ___
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
rhgilm�bellsoufh. net
FILE No. 80931-WETLANDS
SHEET 1 OF 3

\� . .
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N/F
GLENN f C.AHN LMNG 7RUST
D.B. 2775, PG. f003
P.I.D. j037Li403802
THIS DOCUMENT ORIGINALLY ISSUED, SIGNED AND SE
JONES, JR , PLS, L-2977 ON JULY 17, 2014. TH/S
\ tS�?, N/F
� THE rOWN OF L£CAIVD
\'C� D.B. 938, PG. 110
� P.I.D. j03&W01801
\9 ; /
BY BOB M WA��
- c aN-. - RONIC MEDIA /
� WA_7 HALL NOT BE CONSIDEREO A CERTIF/ED DOCUMENT 10 � ... . •.
NOTES.' � 3i
1 FEMA FLOOD MAP INFORMATION , �yk � �� .
BRUNSWICK COUNTY FLOOD INSURANCE RATE MAP: D�c., 1 p�h
MAP PANEL No 3720219700✓ FLOOD ZONE AE - B F E=8' N `�6 ) j, •`� ���
MAP PANEL DATE JUNE 2, 2006 6� a,g• WA-a 9 y�2
2 CORNERS ARE MARKED AS NOTEO ON MAP. ��—. �� �' -- ' 6 g'-
3 ALL BEAR/NGS ARE BASED ON NAD83 2011 . — � .
4 ALL D/STANCES ARE HORIZONTAL FIELD(MEASUREMENTS —�� � /
5. AREA COMPUTED BY THE COORD/NATE METHDD � �— —>> 13 72 )��
THIS CERTIFIES THAT THIS COPY OF THIS PL4T ACCURATELY DEP/CTS THE BDUNDARY �� 13 ��..��K _�
OF THE JURISDICTION OF SECTION 404 OF THE CLfAN WArER ACT lN THE AREAS �¢ � _
IMPACTEO BY THE PRESENT PROPOSED ACTIV/TY, AS DETERMINED BY THE � __ _
UNDERSIGNED ON THIS DATE OTHER AREAS OF ✓URISDICTION MAY BE PRESENT ON — � 4-
THE SITE BUT HA�E NOT BEEN DELINEATED UNLESS THERE lS A CHANGE lN THE
LAW OR OUR PUBUSHEO REGULATIONS, TH/S DErERM/NATION OF SECTION 404 `�
JURISD/CTION MAY BE REL/ED UPON FOR A PER/00 NOT TO EXCEED FIVE YEARS FROM �
THIS DATE. THIS DETERMINATION WAS MADE UT/L/ZING THE APPROPR/ATE REG/ONAL � ASPHALT PAVEMENT
SUPPLEMENT TO TNE 1987 CORPS OF ENG/NEERS WETLANDS DEL/N/ATION MANUAL. ��.�-
A-4
S 33'31 21 E
s� � `'`t" WA-3 11 16'—
�-
'r�� WA-2
S 61'S9'19 E
11 42' WA-1
5�, nE � �
� N 86'17'29"►N 4
NAME.•
TITLE
DATE.•
USACE Action lD
f�.
N
I
�5�
WETLAND MAP
FOR
,�+�_ � � � �
��,� .. � -R�'�'
'JP:.
�...• /
w
�� ..' .'.�..'�. ^
N
O
ElR �
N. C. GR COORDINATES
N -/1 78, 407 434
--� = 2,298,741 593
OLD FAYETTEVI ��p - S.R. 1437
/ 60' PUBLIC R/�-
�
-- 1 � --_. . �
--- - - ---- -
TO WN OF LELAND
8��� OF OLD FAYETTEVILLE ROAD FROM
_ RAMPART STREET EAST TO TOWN HALL ROAD
rOWN CREEK TOWNSHIP — BRUNSWICK CDUNTY — NORTH CAROLINA
SCALE• 1"=20' DATE.• APRIL 4, 2014
1 1 1 �1 •1
■ ■ ■ ■ ■
■ ■ ■ ■ ■
_�
SURVEY SYMBOL LEGEND:
O ElP (EX/ST/NG IRON PIPE)
O E/PP (EXISTING IRON PINCHED PIPE)
• ElR (EX/STING IRON ROD)
• RR (EX/STING R,4/LROAD SPIKE)
R PROPERTY LINE
R/W RIGHT OF WAY
ROBERT H. GOSLEE dr ASSOCIATES, PA
LAND SURVEYORS - LAND PLANNERS
FlRM UCENSE NUMBER: C-1167
513 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
rhgdm�bellsouth.net
FILE No • B0931-WETLANDS
SHEET 2 OF 3

eav�u.e
N
NOTES•
1 FEMA FLOOD MAP INFORMATION:
BRUNSWICK COUNTY FLOOD INSURANCE RATE MAP•
MAP PANEL No. 3720219700J FLOOD ZONE. AE - B.F.E.=B'
MAP PANEL DATE: JUNE 2, 2006
2. CORNERS ARE MARKED AS NOTED ON MAP
3. ALL BEARINGS ARE BASED ON NAD83(2011).
4 ALL DISTANCES ARE NORIZONTAL FIELD MEASUREMENTS.
5. AREA COMPUTED BY THE COORDINATE METHOD.
�/ Y'/' ��/`/
RIGHT OF WAY
• - CENTERLINE
— AOJOINER PROPERTY LINE
�'- _�.< : / _ I
O ElP (EXISTING IRON PIPE)
O EIPP (EXISTlNG IRON PlNCNED PIPE)
• E!R (EXISTING IRON ROD)
• RR (EXISTING RAILROAD SPIKE) Z
R PROPERTY LINE
R/W RIGNT OF WAY � ��,
c
N/F c
TNE BRUNSWICK COUNIY BOARD OF EDUCADON
(NO ME7ES & BOUNDS DESCRIPAON OR MAP fOUND) �
�OP OF BANK
�
�
D.B. 2� PG. 812 / " I'' I,€7 "W ���\ �
P.I.D. 037DA005
, I � �" -
= TCi�-C�S g � � �
=—= 1 � 90 — �� �
TOP OF BANK �- — cn I
� I I
TNIS CERTIFIES THAT THIS COPY OF TNIS PLAT ACCURATELY DEPlCTS THE BOUNDARY � �
OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT lN THE AREAS
IMPACTED BY THE PRESENT PROPOSED ACTIVlT1' AS DETERMINED BY THE a
N/F
BRUNSWICK PLACE LD
FAYEllEV1LCE R LCC
D.B. 3365, PG. 1038
P.I.D. �O.i70A 6 and
f037DA0 701
v
=�cf�-'�
1 T--=
�C7p b��LOP�-
C
RIPRA� —
— 12-
UNDERSIGNED ON THIS DATE. OTNER AREAS OF JURISDICTION MAY BE PRESENT ON � � ASPHALT PAVEMENT
THE SITE BUT HAI/E NOT BEEN DELINEATED. UNLESS TNERE /S A CHANGE lN TNE �� I U
LAW OR OUR PUBLISHED REGULATIONS, THIS DEfERMINATION OF SECTION 404 � �' I� I OLD FAYETTEVILLE ROAD - S R 1437
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FI�E YEARS FROM � � ,
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE APPROPRIATE REGIONAL �� ��_ �� 8R947 403 �I I I 60 PUBLIC R/W
SUPPLEMENT TO THE 1987 CORPS OF ENGINEERS WETLANOS DELINIATION MANUAL.
E = 2,295,363.304 m I
v
NAME.
TITLE.
DATE.
d
USACE Action lD THlS DOCUMENT ORIGINALLY ISSUED, SIGNED
ND SEALED ON JULY 17, 2014 BY BOB M.
WETLAND MAP JONES, JR., PLS, L-2977 THIS ELECTRONIC
FOR DOCUMENTLL NOT BE CONSIDERED A CERTIFIED
�� I I 1 1 �l �/�Ll1l 1 L
OF OLD FAYETTEVILLE ROAD FROM
R�CMPART STREET-EAST- TO-TOWN HACL � ROAD- -
TOWN CREEK TOWNSHIP - BRUNSWICK COUNTY - NORTH CAROLINA
` SCALE. 1"=20' DATE. APRIL 4, 2014
12
12 �-
— — — — �
— 11 — �
�� —�,` �
�1��• � .
` �\��
� n�r
LINTON R. NOWLETT, SR.
HENRY B. SNEED ond I REYOC,ABLf 1RUST and j�OBE12T H. GOSLF.�' & 11.5'SOCIa4TL�'S, PA
wife L1NDA F SNfEO P�S � N��T LAND SURI/EYORS - LAND PLANNERS
REYOCABLE IRUST
D.B. 24f0, PG. 1167 f7RM LICENSE NUMBER: C-1167
_ P_.l.D._�037DB01402 ___ __ D.B. d365, PG. f032 ___ _ 513 CHESTNUT_STREET_. __
--P.I.D. /037DB01301-and WILMINGTON, NORTN CAROLINA 28401
/O,i7DB0140.i 9 f 0-763-1941
20' Q' 20' � ¢Q' 60' rhgilm�bellsouth.net
FILE No. B0931-WETLANDS
1 INCH=20 FEET SHEET 3 OF 3

0
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NCDOT TI P #: U-5534(D)
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER COVER SHEET
G-101 GENERAL CONSTRUCTION NOTES
G-102 GENERAL NOTES AND INDEX MAP
C-101 PATH PLAN - STA 11+00 TO 15+50
C-102 PATH PLAN - STA 15+50 TO 21+00
C-103 PATH PLAN - STA 21+00 TO 26+50
C-104 PATH PLAN - STA. 26+50 TO 32+00
C-105 PATH PLAN - STA 32+00 TO 37+50
C-106 PATH PLAN - STA 37+50 TO 43+00
C-107 PATH PLAN - STA. 43+00 TO 48+50
C-108 PATH PLAN - STA 48+50 TO 54+00
C-109 PATH PLAN - STA 54+00 TO 57+25
DT-701 CIVIL DETAILS
DT-102 HEADWALL DETAILS
DT-103 EROSION AND SEDIMENT CONTROL DETAILS
TCP-101 TRAFFIC CONTROL PLAN
SURVEYOR
ROBERT H GOSLEE
& ASSOCIATES, PA
513 CHESTNUT STREET
WILMINGTON NC 28401
BOB JONES, JR., PLS
TEL [phone]
rhgil m@bellsouth. net
FOR
TOWN OF LELAND
LELAND, NORTH CAROLINA
90% DRAWINGS
MAY 2016
�����1 f'��� �Ny �':
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URS CORPORATION - NORTH CAROLINA
LICENSURE NUMBER C 2243
201 N FRONT STREET SUITE 509
WI�MINGTON NC 28401
STEPHEN THOMAS PE LEED AP
TEL [phone]
FAX [phone]
www urs.com
stephen.b [e-mail]
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OWNER
TOWN OF LELAND
102 TOWN HALL DRIVE
LELAND NC 28451
DAV�D HOLLIS
TEL [phone]
d hol I is@townofl eland. com
VICINITY MAP
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EXISTING CIVIL LEGEND
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d°.�
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- - -'l:_ _
"_ t i
9i)
f Y'
STORM DRAINAGE MANHOLE
SANITARY 5 EW ER MANHOLE
SANITARY SEWER CLEANOUT
FIRE HVDRANT
WATER VALVE
MAILBOX
UTILIN POLE
TRANSFORMER
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
DEED PROPERN LINE
EX. STORM DRAINAGE
E%. SANI7ARY SEWER
EX. WATER LINE
E%. STORM DRAINAGE EASEMENT
E%. SURVEYED TOP OF BANK
EX. FENCE LINE
WOODS LINE
NEW CIVIL LEGEND
18
-TP TP-
- SF - SF -
- LOD - LOD -
i-i
��
■ ■ ■ � �
r_l
PROP MAJORCONTOUR
PROP MINOR CONTOUR
TREE PROTECTION FENCE
SILT FENCE
LIMITS OF DISNRBANCE
HARDWARE CLOTH 8 GRAVEL INLET PROTECTION
SILT FENCE STONE OUTLET
FLARED END SECTION
TEMPORARYCONSTRUCTIONEASEMENT
TEMPORARV CONSTRUCTION EASEMENT AREA
SPOT ELEVATION
STORM DRAINAGE PIPE
DRAINAGE SWALE
CATCH BASIN
DROPINLET
HEADWALL
SIGN
BOLLARD
RIP RAP OUTLET PROTECTION
TREE DEMOLITION/REMOVAL
CIVIL ABBREVIATIONS
ABC
B
ac
BLDG
BM
BMP
C
CE
CF
CLF
CMP
CONC
COND
CONST.
DIP
E
ELEC MH
ELEVlEL
EP
ES
EUT
EW
E%/E%IST
F
FFE
FH
FL
HP
INV
IP
L
LF
LP
LT
MBL
MG
MIN.
MUTCD
N
PC
PI
PIP
POC
POT
PP
PT
PVC
PVT
PVI
R
RBC
RCP
RT
S
SAN
SAN FM
SAN MH
SD
SDMH
SF
SHWT
SLWT
STM
sTr
T
TBM
TC
TEL PED
TMH
T.O.B.
T.O.S.
TP
TYP
VJV
WWF
AGGREGATE BASE COURSE
BASELINE
BACK OF CURB
BUILDING
BENCH MARK
BESTMANAGEMENTPRACTICE
GRADE IN CUT
CONSTRUCTIONENTRANCE
CUBIC FEET
CHAIN LINK FENCE
CORRUGATED METAL PIPE
CONCRETE
CONDUIT
CONSTRUCTION
DUCTILE IRON PIPE
SUPERELEVATION RATE
EAST, EASTING
ELECTRIC MANHOLE
ELEVATION
EDGE OF PAVEMENT
EXISTING STORM
EXISTING UNDERGROUND TELEPHONE
E%ISTING WATER, EACH WAY
EXISTING
GRADE IN FILL
FINISH FLOOR ELEVATION
FIRE HYDRANT
FLOW LINE
HIGH POINT
INVERT
INLET PROTECTION
LENGTH/LENGTH OF CURVE
LINEAR FEET
LOW POINT
LEFT
MINIMUM BUILDING LINE
MATCH GRADE
MINIMUM
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NORTH
POINT OF CURVATURE
POINT OF INTERSECTION
PIPE INLET PROTECTION
POINT ON CURVE
POINT ON TANGENT
POWERPOLE
POINT OF TANGENT
POINT OF VERTICAL CURVEIPOLYVINYL CHLORIDE
POINT OF VERTICAL TANGENT
POINT OF VERTICAL INTERSECTION
RADIUS
REBAR 8 CAP
REINFORCED CONCRETE PIPE
RIGHT
SOUTHISANITARY SEWER
SANITARY SEWER
SANITARY SEWER FORCE MAIN
SANITARY SEWER MANHOLE
STORM DRAIN
STORM DRAIN MANHOLE
SILT FENCE
SEASONAL HIGH WATER TABLE
SEASONAL LOW WATER TABLE
STEAM
STORY
LENGTH OFTANGENT
TEMPORARYBENCHMARK
TOP OF CURB
TELEPHONEPEDESTAL
TELEPHONE MANHOLE
TOP OF BANK
TOP OF SLOPE
TREE PROTECTION
TYPICAL
WATERVALVE
WELDED WIRE FABRIC
CIVIL GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND E%ACT LOCATION,
SIZE AND MATERIAL COMPOSITION OF ANY EXISTING UTILITY SERVICE PROPOSED FOR
CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILIN SERVICES
RE�UIRED TO COMPLETE qNY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE
RESPONSIBILIN OF TNE CONTRACTOR.
2. ROADWAYS, EMERGENCY VEHICLE CORRIDORS, AND PARKING LOT DRIVE AISLES MUST BE
CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION.
3. ALL DIMENSIONS ARE IN FEET, TO OUTSIDE FACE OF CURB, TO CENTERLINE, CENTER TO
CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
4. ANY EXCAVATION MUST BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH
WORK PERIOD IN ACCORDANCE WITH THE SPECIFICATIONS, AND E�UIPMENTAND SUPPLIES
RETURNED TO THE CONSTRUCTION STAGING AREA.
5. CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS
AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION
OF THE PROJECT.
fi. CONTRACTOR SHALL FIELD ADJUST STRUCTURE LOCATIONS AS NECESSARY BASED ON THE
ACTUAL DIMENSIONS OF THE STRUCTURE.
7 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ADJUSTING UTILITY STRUCTURES (RIMS,
COVER, ETC.) AS NECESSARY TO BRING FEANRES TO PROPOSED GRADE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING FACILITtESIFEANRES (MAILBOXES,
SIGNS, POS75, ETC.�. qNY PROPERTY FACILITIESIFEANRES DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
DEMOLITION NOTES
1. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE UTILIN PROVIDER(S).
2. ALL UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSE�UENT CONSTRUCTION SHALL BE
PROTECTED FROM DAMAGE AND ACCESS CASTING SHALL BE ADJUSTED TO FLUSH WITH NEW
GRADE.
S. OVERHEAD ELECTRICAL AND GAS UTILIN SERVICES INDICATED TO BE REMOVED SHALL BE
REMOVED AND RELOCA7ED (AS INDICATED) BY THE UTILITV PROVIDER. CONTRACTOR SHALL
SCHEDULE AND COORDINATE THIS WORK WITH THE APPROPRIATE SERVICE PROVIDER. ALL
SERVICES SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF PAVEMENT SIDEWALKS,
CURB AND GUTfER, OR OTHER PERMANENT FEATURES. SEE ELECTRICAL PLANS FOR
ADDITIONAL INFORMATION.
4. DEMOLITION AND SUBSEOUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE
PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND S7RUCTURES ARE REMOVED AND
NEW STRUCNRES AND PIPING ARE IMMEDIATELV PUT INTO SERVICE. CONTRACTOR SHALL
ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12
HOURS AT A TIME. PROVISIONS SHALL BE MADE TO MAINTAIN STORM DRAINAGE DURING
CONSTRUCTION.
5. WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, CONTRACTOR SHALL USE A SAW
CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.
GENERAL GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BV THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY
ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN OR FOR ACTIONS TAKEN BY
THE CONTRACTOR BEFORE FORMAL RESPONSE FROM h1E ENGINEER.
2. WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL
EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'
3. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR APPROPRIATE SLOPE
STABIIIZATION ON ALL SLOPES STEEPER THAN 3:1.
GENERAL UTILITY NOTES
1. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR MUST PERFORM ALL UTILITY WORK
INVOLVED IN CONSTRUCTING THIS PROJECT.
2. CONTRACTOR SHALL ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNT1L ALL NEW PIPING
HAS BEEN TESTED AND ACCEPTED FOR SERVICE.
3. THE UTILITY DRAWINGS DO NOT SHOW EVERY UTILIN OFFSET, TRANSITION, AND FITTING THAT
MAY BE RE�UIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF AND
PURCHASE OF ANY SUCH FITfING NECESSARY FOR INSTALLATION 8 OPERATION OF SYSTEM.
4. EXISTING UT1LI71E5 SHALL BE PROTECTED DURING ALL CONSTRUCTION. CON7RACTOR SHALL
HAND EXCAVATE WHEN ADJACENT TO EXIS7ING UTILITIES.
5. CONTRACTOR SHALL NOTIFV AND RECEIVE APPROVAL FROM THE UTILIN AT LEAST 2 DAYS
PRIOR TO ANY UTILITY DISRUPTION.
6. ELECTRICAL AND NATURAL GAS TO BE DESIGNED AND INSTALLED BV THE UTILITY PROVIDER.
SIDEW�4LK/PAVIIVG/CURBING NOTES
1. INSTALL EXPqNSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS
BUILDINGS, MANHOLES, INLET5 AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED
OTHERWISE.
2. ALL FREE CONCRETE PAVEMENT EDGES ABUT'fING GRASSED, GRAVEL OR ASPHALT
PAVEMENT SHALL BE THICKENED.
3. CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAYS PLACING OPERATIONS
AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER.
4. ALL ODD SHqpED SLABS AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS, BOLLARDS,
ETC.) SHALL BE REINFORCED WITH WWF (6X6-W2.9XW2.9) IN CENTER OF SLAB.
5. SLOPE OF PqVEMENT WITHIN HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL
NOT EXCEED 2% IN ANY DIRECTION.
6. ALL HANDICAP RAMPING SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN.
STORM DRAINAGE NOTES
1. THE CONTRACTOR SHALL VERIFYAND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE
HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES
CROSSING THE STORM SEWER.
2. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE
CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN
HORIZONTALLY WITH NEW CURB LOCATIONS. WHERE NEW STORM SEWERS TIE TO EXISTING
STRUCNRES, PIPES, ETC. THE CONTRACTOR SHALL FIELD ADJUST NEW STORM SEWERS TO MATCH
THE LOCATIONS OF THESE EXIST7NG FEATURES.
SIGNAGE/STRIPING/MARF�(ING NOTES
1. CROSSWALKS SHALL BE MARKED WITH THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A
MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALHWAY ACCE55 POINTS OR
PERPENDICULAR TO THE ROADWAYIDRIVE LANE.
2. ALL ACCESSIBLE STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR
ACCESSIBLE DESIGN.
TEMPORARY SEEDING NOTES
1. COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION
CONTROL PRACTICES SUCH A5, DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES
BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. IF
SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A
RIPPER, HARROW, OR CHISEL PLOW.
2. SEEDBED PREPARATION: GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT
ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM. WHERE
HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR
SURFACE OF LARGE CLODS AND STONES.
3. LIMING: APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDIN) OF THE SOIL
IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT7HE RATE OF 1 TO 1-112
TONSlACRE ON COARSE-TEXTURED SOILS AND 2-3 TONSIACRE ON FINE TEXTLIRED SOILS IS USUALLY
SUFFICIENT APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL.
SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
4. FERT7LIZER: BASE APPLICATION RATES ON SOIL TESTS. WHEN iHESE ARE NOT POSSIBLE, APPLY A
10•10•10 GRADE FERTILIZER AT 700-1,000 LBIACRE. BOTH FERTILIZER AND LIME SHOULD BE
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MI%
SEED AND FERTILIZER MORE THAN 70 MINUTES BEFORE APPLICATION.
5. SURFACE ROUGHENING� IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF
RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO
SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW
SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
SEEDING DATES SEEDING MIXTURE (COASTAL) RATE (LB/AC)
RYE (GRAIN) 120
DEC.1 APR.15
ANNUALLESPEDEZN(KOBE) 50
APR. 15 AUG.15 GERMAN MILLET 40
AUG. 15 DEC. 30 RYE (GRAIN) 120
1. SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-70-10 FERTILIZER.
2. MULCH: APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
3. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MUICH IMMEDIATELV FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING NOTES
1. AFTER APPROVAL OF ROUGH GRADING, THE CONTRACTOR SHALL PLACE THE TOPSOIL ON
ALL CULTNATED AREAS DAMAGED BY HIS OPERATIONS, EXCEPT FOR ROAD SHOULDERS
ADJACENT TO UNDEVELOPED AND UNCULTNATED AREAS. TOPSOIL SHALL BE AT LEAST FOUR
(4) INCHES DEEP ALL TOPSOIL FROM STRIPPING WHICH IS NOT USED AT THE JOB SITE SHALL
BE REMOVED FROM THE SITE AND DEPOSITED AS RE�UESTED BY OW NER.
2. SOIL CONDITIONERS LIME AND FERTILIZER SHALL BE SPREAD AND THOROUGHLY WORKED
INTO THE TOP 41NCHES OF SOIL AT THE RATES OF J,000 LBS/ACRE AND 1,000 LBSlACRE,
RESPECTIVELY THEN THE SOIL SHALL BE RAKED UNTIL THE SURFACE IS FINELY PULVERIZED
AND SMOOTH AND SHALL BE COMPACTED WITH ROLLERS, WEIGHING NOT OVER 100 POUNDS
PER LINEAR FOOT OF TREAD, TO AN EVEN SURFACE CONFORMING TO THE PRESCRIBED LINES
AND GRADES.
9. SEEDING SHALL BE DONE WHEN WEATHER CONDITIONS ARE APPROVED AS SUITABLE. IF
THERE IS A DELAV IN SEEDING, DURING WHICH WEEDS GROW OR SOIL IS WASHED OUT, hIE
CONTRACTOR SHALL REMOVE THE WEEDS OR REPLACE THE SOIL BEFORE SOWING THE SEED,
WITHOUT ADDITIONAL COMPENSATION. IMMEDIATELY BEFORE SEEDING IS STARTED, THE SOIL
SHALL BE LIGHTLY RAKED.
4. SEED SHALL BE SOWN DURING THE FOLLOWING DATES AT THE FOLLOWING POUND PER ACRE
RATES. ON A CALM DAY AND PREFERABLY BY MACHINE, BUT IF BY HAND, ONLY BY
EXPERIENCED WORKMEN. HYDROSEEDING MAY BE PERMITTED.
SEEDING DATES SEEDING MIXTURE (COASTAL) RATE (LB/AC)
TALLFESCUE 80
FEB.15 APR. 30 COMMON BERMUDA GRASS 50
SEP 1 OCT. �i
KOBE LESPEDEZl1 4�
COMMON BERMUDA GRASS 50
APR. 1 JUL 15 CENTIPEDE GRASS 5
GERMAN MILLET ��
5. MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
6. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER7ILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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CLIENT PROJ. N0. II SHEET I.D.
U-5534(D)
G-101
URS PROJ. N0. I Z oF 16
60397467

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NCDOT GENERAL NOTES
1 ALL MATERIALS AND WORKMANSHIP ON THIS PROJECT SHALL CONFORM TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS MANUALS (LATEST EDITION).
2. ALL DRY EXCAVATIONS INSIDE THE THEOREfICAL 11 SLOPE FROM THE EXISTING EDGE OF
PAVEMENT TO THE BOTiOM OF THE NEAREST EXCAVATION WALL SHOULD BE MADE IN
ACCORDANCE WITH THE FOLLOWING CONDITIONS.
A. MOVE TR4FFIC TO A TRAVEL LANE OUTSIDE THE LIMITS OF A THEORETICAL 1 1 SLOPE FROM
THE BOTTOM OF THE NFAREST TRENCH WALL TO THE PAVEMENT SURFACE.
B. USE ACTIVE EXCAVATION SUPPORT SYSTEMS SUCH AS SHEEfING, SHORING OR BRACING FOR
INSTALLATION OF PIPE AND APPURTENANCES, OR AS NOTED ON THE DRAWINGS. DESIGN OF
SHEEfING, SHORING AND BRACING SHALL INCLUDE THE EFFECTS OF TRAFFIC LOADS. AN
ENGINEER LICENSED IN NORTH CAROfJNA SHALL SEAL THE DESIGN AS APPLICABLE TO THE
SPECIFIC SITE. SHEETING, SHORING OR BRACING PLANS AND DESIGN CALCULATION SHALL BE
SUBMITTED TO THE NCDOT DIVISION ENGINEER AND THE OWNER'S ENGINEER FOR REVIEW AND
COMMENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALLOW A MINIMUM OF 60 CALENDAR
DAYS IN THE SCHEDULE FOR REVIEW AND COMMENT OF SHEEfING, SHORING AND BRACING.
ALL SHEETWG, SHORING OR BRACING SHALL COMPLY WITH NCDOT STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, AND REQUIREMENTS. SHEEfING, SHORING OR BRACING SHALL COMPLY
WITH SPECIFICATION SECTIONS 02150 AND 02151 TRENCH BOXES ARE NOT ACCEPTABLE AS
ACTIVE EXCAVATION SUPPORT SYSTEMS.
C. THE TRENCH BACKFlLL MATERIAL SHALL MEET THE STATEWIDE BORROW CRITERIA. BACKFILL
THE TRENCH IN ACCORDANCE WITH SECTION 300-6 OF THE LATEST EDITION OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THIS REQUIRES THE BACKFILL
MATERIAL TO BE PLACED IN LAYERS NOT TO EXCEED 6 INCHES LOOSE AND COMPACTED TO
AT LEAST 100% OF THE DENSIiY OBTAINED BY COMPACTING A SAMPLE IN ACCORDANCE WITH
AASHTO T99 AS MODIFIED BY NCDOT.
D. AT THE FIRST SIGN OF A TRENCH FAILURE, IMMEOIATELY BACKFILL THE TRENCH WITH
MATERIALS CONSISTING OF A-1 A-3, A-2-4 SOILS, OR A-4 SOILS HAVING A MAXIMUM OF
45% PASSING A N0.200 SIEVE AND A MAXIMUM P.I. OF 6. CEASE ALL WORK AND CONTACT
THE DIVISION ENGINEER. THE CONTRACTOR IS REQUIRED TO REPAIR ANY DAMAGE TO THE
PAVEMENT CAUSED BY THE EXCAVATION OF A NCDOT APPROVED DESIGN FOR HS-20
LOADING, AT NO ADDITIONAL COST TO THE OWNER.
E. ALL TRENCH EXCAVATION INSIDE THE LIMITS OF THE THEORETICAL 1 1 SLOPE, AS DEFINED BY
THE POLICY, SHOULD BE COMPLETELY BACKFILLED AND COMPACTED AT THE END OF EACH
CONSTRUCTION DAY NO PORTION OF THE TRENCH SHOULD BE LEFT OPEN OVERNIGHT.
F THE LENGTH OF PARALLEL EXCAVATION SHOULD BE LIMITED TO THE LENGTH NECESSARY TO
INSTALL AND BACKFlLL ONE JOINT OF PIPE AT A TIME, NOT TO EXCEED 7WENTY FNE (25)
��
G. AN APPROPRIATE PERFORMANCE BOND SHOULD BE POSTED FOR A PERIOD OF TWO (2) TO
FIVE (5) YEARS TO COVER ANY LONG TERM PAVEMENT REPAIRS WHICH MAY BE REQUIRED AS
A RESULT OF THE INSTALL4TION.
H. GROUNDWATER SHALL BE REMOVED SUFFICIENTLY TO BE A DRY EXCAVATION PRIOR TO
EXCAVATING.
3. AN EXECUTED COPY OF A NCDOT ENCROACHMENT AGREEMENT WILL BE PRESENT AT THE
CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. IF SAFETY OR TRAFFIC CONDITIONS
WARRANT SUCH AN ACTION, NCDOT RESERVES THE RIGHT TO FURTHER LIMIT RESTRICT OR
SUSPEND OPERATIONS WITHIN THE RIGHT OF WAY
4. NCDOT DOES NOT GUAR4NTEE THE RIGHT OF WAY ON THIS ROAD, NOR WILL IT BE RESPONSIBLE
FOR ANY CU11M FOR DAMAGES BROUGHT ABOUT BY ANY PROPERN OWNER BY REASON OF THIS
INSTALLATION.
5. THE CONTR4CTOR IS REQUIRED TO CONTACT THE APPROPRIATE UTILIN COMPANIES INVOLVED AND
MAKE SATISFACTORY ARR4NGEMENTS TO ADJUST THE UTILITIES IN CONFLICT WITH THE PROPOSED
WORK PRIOR TO BEGINNING CONSTRUCTION.
6. THE CONTRACTOR SHALL NOT BEGIN THE CONSTRUCTION UNTIL AFTER THE TRAFFIC CONTROL AND
EROSION CONTROL DEVICES HAVE BEEN INSTALLED TO THE SATISFACTION OF THE DISTRICT
ENGINEER.
7 TRENCHING, BORE PITS, AND/OR OTHER EXCAVATIONS SHALL NOT BE LEFT OPEN OR UNSAFE
OVERNIGHT THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND PROVIDE A
COMPETENT PERSON. KNOWLEDGEABLE OF ALL APPLICABLE OSHA RULES AND REGULATIONS ON
SITE TO SUPERVISE EXCAVATION AT ALL TIMES.
8. ALL FILL AREAS/BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS AND LATEST NCDOT STANDARDS.
9. VEGETATIVE COVER SHALL BE ESTABLISHED ON ALl DISTURBED AREAS IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE DIVISION ROADSIDE ENVIRONMENTAL ENGINEER.
10. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND
SEDIMENTATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.
MAP INDEX KEY
SCALE: 7' = 200'
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11 STRICT COMPLIANCE WfTH THE POLICIES A�PROCEDURES FOR ACCOMMODATING UTILITIES ON
HIGHWAY RIGHTS OF WAY MANUAL (LATEST EDITION) SHALL BE REQUIRED.
12. ANY DR4INAGE STRUCTURE DISTURBED OR DAMAGED SHALL BE RESTORED TO ITS ORIGINAL
CONDITION AS DIRECTED BY THE DISTRICT ENGINEER.
13. ALL DRIVEWAYS ALTERED DURING CONSTRUCTION SHALL BE RETURNED TO A STATE EQUAL TO OR
BETTER THAN THE CONDITION OF THE DRIVEWAYS PRIOR TO CONSTRUCTION.
14. RIGHT OF WAY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED BY A
NORTH CAROLINA REGISTERED LAND SURVEYOR AND RESET AFTER CONSTRUCTION.
15. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. SHALL BE INSTALLED TO ENSURE PUBLIC
SAFEfY IN ACCORDANCE WITH THE LATEST EDITION OF THE MA�_ ON UNIFORM TRAFFlC
CONTROL DEVICES AND ANY SUPPLEMENTS THERETO.
i6. TRAFFIC WILL BE MAINTAINED AT ALL TIMES.
17 INGRESS AND EGRESS SHALL BE MAINTAINEO TO ALL BUSINESSES AND OWELLINGS AFFECTED BY
THE PROJECT SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
18. ANY WORK REQUIRING EQUIPMENT OR PERSONNEL WITHIN 5' OF THE EDGE OF ANY TRAVEL LANE
SHALL REQUIRE A LANE CLOSURE WITH APPROPRIATE TAPERS.
19. DURING NON-WORKING HOURS, EQUIPMENT SHALL BE PARKED AS CLOSE TO THE RIGHT-OF-WAY
LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER NOT TO HAVE ANY EQUIPMENT
OBSTRUCTION WITHIN THE CLEAR RECOVERY AREA.
20. ALL ROADWAY SIGNS THAT ARE REMOVED DUE TO CONSTRUCTION SHALL BE REINSTALLED AS
SOON AS POSSIBLE.
27 EXCAVATION MATERIAL SHALL NOT BE PLACED ON THE PAVEMENT DRAINAGE STRUCTURES SHALL
NOT BE BLOCKED WITH EXCAVATION MATERIALS.
22. MANHOLE RINGS AND COVERS, VALVE COVERS, AND STORM DRAIN GRATES AND FRAMES SHALL BE
OF THE TRAFFIC BEARING NPES APPROVED BY NCDOT FOR USE WITHIN HIGHWAY RIGHTS OF
WAY
23. BORE PIT DIMENSIONS SHOWN ON THE PLANS REPRESEM THE BASE AREA OF THE PIT.
CONTRACTOR SHALL FOLLOW ALL NC�OT AND OSHA REQUIREMENTS, INCLUDING, BUT NOT LIMITED
T0, BORE PIT SLOPING REQUIREMEMS.
24. NC00T RESERVES THE RIGHT TO CHANGE THE TIMES OF LANE CLOSURE ALLOWED ON NCDOT
ROADS BASED ON TRAFFlC CONDITIONS. A�LOWABLE HOURS OF CONSTRUCTION MAY BE
ADJUSTED TO PROVIDE A MINIMUM OF 7 HOURS PER DAY N0T NECESSARILY CONTINUOUS, OF
WORKING TIME ON NCDOT ROADS.
C-107
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PROHIBITED CONSTRUCTION ACTIVITIES
1 USING ANY SUBSTANCE OTHER THAN WATER TO CONTROL DUST
2. OPEN BURNING OF PROJECT DEBRIS WITHOUT A PERMIT, THE CONTR4CTOR SHALL BE
RESPONSIBLE FOR OBTAINING THE PERMIT OR DISPOSING OF THE TREES AND STUMPS.
3. PUMPING OF SEDIMENT-LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANY
SURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM SEWERS.
4. DISCHARGING POLLUTANTS - SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS,
RAW SEWAGE - AND OTHER HARMFUL WASTE INTO OR ALONGSIDE RIVERS, STREAMS,
IMPOUNDMENTS OR INTO NATURAL OR MAN-MADE CHANNELS LEADING THEREfO.
5. STORING CONSTRUCTION EQUIPMENT AND VEHICLES AND/OR STOCKPILING CONSTRUCTION
MATERIALS ON PROPER7Y PUBLIC OR PRIVATE, NOT PREVIOUSLY SPECIFIED BY THE OWNER FOR
SAID PURPOSES.
6. DISPOSING OF EXCE55 OR UNSUITABLE EXCAVATED MATERIAL IN WETLANDS OR FLOOD PLAINS,
EVEN WITH THE PERMISSION OF THE PROPERiY OWNER.
7 INDISCRIMINATE, ARBITRQRY, OR CAPRICIOUS OPERATION OF EQUIPMENT IN ANY STREAM
CORRIDORS, WETLAND SURFACE WATERS, OR OUTSIDE THE EASEMENT AREA.
8. PERMANENT OR UNSPECIFIED ALTERATION OF THE FLOW LINE OF A STREAM.
9. DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA.
10. DISPOSAI OF TREES, BRUSH, AND OTHER DEBRIS IN ANY STREAM CORRIDORS, WETLANDS, ANY
SURFACE WATERS, OR AT UNSPECIFIED LOCATIONS.
SURVEY DATUM INFORMATION
1 TOPOGR4PHIC SURVEY PERFORMED BY ROBERT H. GOSLEE & ASSOCIATES, PA (NO-PROFESSIONAL
LICENSE C-1167), DATED APRIL 2014.
2. BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID NAD 83 (2071).
3. ALL DISTANCES ARE HORIZONTAI FIELD MEASUREMENTS UNLESS OTHERWISE NOTED.
4. UNITS ARE US SURVEY FEEf UNLE55 OTHERWISE NOTED.
5. MAP & DEED REFERENCES PER BRUNSWICK COUNN REGISTRY AS SHOWN HEREON.
6. ALL WORK FOR THE PROJECT SHALL CONFORM TO THE NCDOT STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION, LATEST VERSION.
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U-5534(D)
C-102
URS PROJ. N0.
60397467 5 ov 16

ROCK PIPE
OUTLET PROTECTION (NP)
(NCDOT 876.02)
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EX. STORM DRAIN
TO BEABANDONED
(SEE NOTES)
TEMPORARYCONSTRUCTIOMf
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C-103
URS PROJ. NO.
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. 29 LF 15' RCP 3,60% EDGE OF PAVEMENT OLD F�A ETTEVILLE ROAD
W � 48 LF 15' RCP J.08 % "`� i r� OUTLET INV = 8.50' y q
EXr�{20Ai151GN PROPOSED � 5�. -�"' PROPOSED ✓� � � �� ry *s' �* , :.s� � SR 14 �---6D' P1.IBLIC R/W > :M? ,k�,�.+�.-hr
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CLIENT PROJ. N0. I SHEET I.D.
U-5534(D)
C-109
O 'IO� ZO� 4O� I URS PROJ. N0. I�
SCALE 1'=40' 60397467 �Z or 76

�VARIES
(TIE INTO EX. GRADE)
10' WIDE ASPHALT
MULTI-USE PATH
SLOPE PATH @ 2%
6'
2' MIN.
GRASS STRIP
2'-6' NCDOT
CURB AND GUTTER
(NP.)
TYPICAL MULTI-USE P�4TH SECTION �,�
1
SCALE: NTS ALL SHEETS (MULTIUSE PATH)
E%IST. NEW
EDGE OF EDGE OF
PAVEMENT PAVEMENT
� VARIES �
2'-6' NCDOT
CURB AND GUTTER
(NP.) EXISTING
. ROADWAY
a
NOTES:
1. EXISTING ASPHALT PAVEMENTSURFACE SHALL BE SAW CUT TO ENSURE CLEAN EDGES AND REDUCE
POTENTIAL OF REMAINING ROAD PAVEMENT SURFACE.
2. SAW CUT SHALL BE DONE ONE (1') FOOT PAST PROPOSED EDGE OF CURB AND GUTTER.
9. EXISTING PAVEMENT CUT SHALL BE CAREFULLY EXCAVATED AND REMOVED FROM SITE.
4. PROPOSED CURB AND GUTTER AREA SHALL BE PROPERLY PREPPED FOR BEDDING AND
INSTALLATION PER NCDOT STANDARDS.
5. PAVEMENT REPAIRS BETWEEN CURB & GUTTER AND E%. PAVEMENT SHALL BE DONE IN COMPLIANCE
WITH DETAIL BELOW AND PER NCDOT RE�UIREMENTS.
TYPICAL CURB & GUTTER TIE-IN �„�
SCALE: NTS ALL SHEETS (MULTIUSE PATH) `
3' ASPHALT SURFACE COURSE, TYPE S9.SA
SAWCUT EXISTING PAVEMENT �
EXISTING ASPHALT PAVEMENT �
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SAWCUT EXISTING PAVEMENT
EXISTING CONCRETE
PAVEMENT
a
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o COMPACTED BACKFILL
PIPE
+
� TRENCH LINE
P�4VEMENT REPAIR �
SCALE:NTS ALLSHEETS�MULTIUSEPATH) J
2.0' ASPHALTSURFACE
COURSE, 5-9.56
O O�OOO pGGREGATE ASE BC'
COMPACTEDSUBGRADE
MULTI-USE ASPHALT PAVEMENT �
SCALE: NTS ALL SHEETS (MULTIl1SE PATH) �
STD.DRAWING NO, DESCRIPTION
300.01 METHOD OF PIPE INSTALLATION
310.02 PARALLEL PIPE END SECTION
838.05 CONCRETE 'L ENDWALL FOR SINGLE PIPE CULVERTS
860.02 CONCRETE CATCH BASIN
640.03 FRAME, GRATE, AND HOOD
840d4 CONCRETE DROP MIET
8d0.16 DROP INLET FRAME AND GRATES
840.31 CONCRETE JUNCTION BO%
640.54 MANHOLE FRAME AND COVER
846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER
848.02 DRIVEWAV TURNOUT
848.05 CURB RAMP
876.02 RIP RAP AT PIPE OUTLETS
1205.01 PAVEMENT MARKINGS LINE TVPES AND OFFSETS
1205.07 PAVEMENTMARKINGS PEDESTRIANCROSSWALKS
STANDARD NCDOT DETAILS REFERENCED INTO SET �1
SCALE:NTS ALLSHEETS�MULTIUSEPATH) �
Figure 9C-8. Examples of Obstruction Pavement Markings
t76strucfipr�
10 ft --1 r 1 k
A Obstruction within the path
C- i
NCitriaf wiWlt soiid yetlow line
Figure 9C-2. Examples of Center Line Markings for Shared-Use Paths
Normal
width 6roken
yellow line
J
9ft
3ft
Nortnal
width solid
yellow line
A Passing permitted B- Passing NOT permitted
NOTES:
1. CENTER LINE MARKING OF MULTI-USE PATH SHALL COMPLY WITH 'A PASSING PERMITTED'
2. MARKINGS SHALL COMPLY WITH STANDARDS IN THE LATEST VERSION OF NCDOT 'MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' (MUTCD).
PAVEiVIEiVT MARKINGS (MULTI-USE PATH) �
SCALE:NTS �
�
1.25(Bc) . z
MIN. iO �
- B� LIGHTLY
COMPACTED
BACKFILL
1.MMc) _ _1 "li I F'
� o
Bc
'��/
BUZ � BG4 BUT NOT �
MIN. LESS THAN 4' B��Z
MIN.
SHAPEDSUBGRADE GRANULARFOUNDATION
(CLASS I OR #57 STONE)
CLASS C LOAD FACTOR 1.5
1.26(Bc) . H Z,
MIN. � g
DENSELY
- Bc �' COMPACTED
BACKFILL
�
Z
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COMPACTED
GRANULAR
MATERIAL
OR DENSELY
COMPACTED
BACKFILL
GRANUFLAR � MIN. � BG4 BUT NOT � 8��2
LESS THAN 4' MIN. �
FILL
SHAPEDSUBGRADE GRANULARFOUNDATION
WITH GRANULAR FOUNDATION (CLASS I OR #57 STONE)
CLASS B LOAD FACTOR 1.9
Z
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GRANULAR � N B S���P
MATERIAL '
NOTES:
1. BEDDING EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN
ON THE PLANS.
2. THE BEDDING SHALL BE SHAPED IN ACCORDANCE WITH A CLASS "C" BEDDING AS SHOWN IN DETAIL
CG-501(1).
3. THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSIN ALONG THE ENTIRE LENGTH
OF PIPE. RECESSES SHALL BE MA�E TO ACCOMMODATE BELLS AND JOINTS.
4. WHERE UNSTABLE SOILS ARE ENCOUNTERED, A MINIMUM 6-INCH THICK BEDDING OF STONE SHALL
BE PLACED. THE STONE SHALL BE UNIFORMLY GRADED FROM 3/4 INCH TO NO. 4 IN ACCORDANCE
WITH ASTM C-73.
5. CARE SHALL BE TAKEN TO PREVENT UNDERCUTTING IN SUITABLE SOIL. AREAS UNDERCUT SHALL BE
FILLED WITH SUITABLE SOIL AND COMPACTED TO 95 % OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT AS DETERMINED BY ASTM D 1557 STANDARD TEST METHOD.
6. JOINTS SHALL BE AS SPECIFIED IN THE MATERIALS SECTION AND AS RECOMMENDED BY THE PIPE
MANUFACTURER.
7 JOINTS SHALL BE SEALED TIGHTLY TO ASSURE PREVENTION OF INFILiRATION OF GROUNDWATER,
SOILAND OTHER UNDESIRABLE MATERIAL.
8. BACKFILL FOR STORM DRAIN PIPE AND APPURTENANCES SHALL BE FREE FROM ALL PERISHABLE
AND OBJECTIONABLE MATERIAL INCLUDING ALL RUBBISH, FORMS, BLOCKS, ETC.
9. BACKFILL SHALL BE PLACED AROUND AND ABOVE THE PIPE AND SOLIDLY TAMPED TO PREVENT
MOVEMENT OF THE PIPE. BACKFILL SHALL THEN BE PLACED AND COMPACTED TO 95 PERCENT AS
DETERMINED BY ASTM D 1557 STANOARD TEST METHOD IN LAYERS NOT TO EXCEED 12 INCHES.
GRANULAR FOUNDATION
��SS a ��SS �
6o ec�z eua eGs eua
12' 6.0' 3.0' 2.0' 3.0'
15' 7.5' �.75' 2.5' �.75'
18' 9.0' 4.5' 3.0' 4.5'
24' 12.0' 6.0' 4.0' 6.0'
30' 15.0' 7.5' S.0' 7.5'
36' 18.0' 9.0' 6.0' 9.0'
42' 27.0' 10.5' 7.0' 10.5'
48' 24.0' 12.0' 8.0' 12.0'
STORiVI SEWER BEDDIIdG ccu�ss e a c� �'�
SCALE:NTS �
. NON-WOVEN
GEOTEXT FABRIC
5' MIN.
/ 6' MIN. RIP RAP
�1 .,�-10 CLASS A
h '
\\
4' MIN. �i "" """"' "�"" �r COMPACTED
�� � SUBGRADE
%
RIP RAP TOE SLOPE PROTECTION �
SCALE:NTS �
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CLIENT PROJ. NO SHEET I D.
U-5534(D)
DT-101
URS PROJ. N0.
60397467 � 3 ov 16

a 6'-0' TYPICAL FILTER OF 1 INCH DIAMETER �o m
�— 8'-0' MAXIMUM �� #57 WASHED STONE � T � T
� SILT FENCE FABRIC TO f f I.— a' Mqx � Q
SILT F NCE FABRIC MINIMUM OVERLAP HARDWARE I
_� MINIMUM CLOTH BY 12 INCHES � STANDAFD METAL POSTS <
INSTALLED TO SECOND 2'-0' iN GROUND, }'_0' ABO�E GROUND
10 GAUGE �� WIRE RO T P '12z GAUGE
LINE WIRES INTERMEDIATE 19 - GAUCE HARDWARE CLO7H
� �;% � , WIRES STEELFENCEPOST (1/4' MESH OPENINGS) (n
;,� '• SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST Z
S� :� )' � WIRE FENCE O
GRADE ON WIRE FENCE ON WIRE FENCE
" . . � .. • • . . , � PLAN VIEW HARDWARECLOTH �I �� �
§ FILTER OF 1 INCH DIAMETER II - m >
W
g � FRONT VIEW � #57WASHEDSTONE � �JII � — � �o �— �
� FLOW OIRECTION , II — o� �B _
STEEL FENCE POST SET �� „ � "
�
HARDWARE CLOTH MA%IAIUM 2 FEET APART WIRE FENCE GRADE -`� �
- STEELPOST i ' �` • � �� o �
� � WOVEN WIRE FABRIC f ! I:i I (ff��� , Q o _�
uii 6' 1N �° a
SILTFENCEFABRIC . f- �� j;>r . ��� _= ��� � � � U
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FILL SLOPE R�P . � � � j ' q�qp U m�� O
NOTE: 4 i � FABRIC �p ;�l' �� 12 �- -- �--� O
� USE SILT FENCE ONLY WHEN �� I Z INCH 5 �,^ �~ / �� ; ` � INLHE p5 OR � 57 WASHED STONE PLACED TO A Z
DRAINAGE AREA DOES NOT EXCEED I� y;F�; GRADE . � �.' i. ..:' �.. Y
' ' HEIGHT OF 16' MINIMUM ABOVE
� 114 ACRE AND NEVER IN AREAS OF � "• . . .' ,'„ , , . , . � . � � TOP oF Bo% i m m m
CONCENTRA7EDFLOW. I n _- r� � GRADE . , vp�, /'' �r' �.pf^ C), �' NOTE: NO�: w m
� ' ���_. i.r ..,��. ,� , rr,-., .,. � o �
� ' � � \' � � � � - 71 � � ' � USE SILT FENCE OUTLETS ONLY WHEN 1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT w F- � � � � '- p �
� % 6' MIN. COVER I I �� / i,i %I I( ! i I w
� 4 .I.i �/� � i i I.i i i DRAINAGE AREA DOES NOT EXCEED tl4 ACRE AFTER EACH RAIN EVENT. GRAVEL SHOULD BE 'o m� a a a m a m
�`+ ANCHOR SKIRTAS U� �J� U U. AND THERE IS A LOW AREA. USE AS A REPAIR REPLACED AND REPAIRS MADE AS NEEDED. a N w U �a U u N < N
I � DIRECTED BV ENGINEER � OF SILT FENCE FAILIJRES. �„` „", '
� L UW BURY WIRE FENCE, HARDWARE � �„
� FRONT VIEW CLOTH AND SILT FENCE FABRIC � ,CAR �:
o SIDE VIEW 61NCHES INTOTHETRENCH HARDWARE CLOTH & GRAVEL IPILET PROTECTIOPI � ;, ao�, f ati` o�
t SCALE: NTS = QQ9� =
� TEiVIPORARY SILT FENCE �1 TEMPORi4RY SILT FENCE OUTLET �� '�,�` o'� =
1 L 3'F � E�� P`' �
� SCALE: NTS SCALE: NTS �'
'%, N B 5��, w
� �nw Q
0
� �.�,
.` ' � �
�-`���"- - EROSIOM 8� SEDIMENT COfVTROL NOTES '�
A. BURY TNE TOP END OF iHE MAT IN A.K\y��\Y 8' IINC y O��
A iRENCH 4' OR MORE IN OfPTM. � ,/A� WARNINC SIW CC ��'�
B. TAA/P iHE iRENCH FULL OF SOIL SEQIFE ,h��� (� +o.s• JJJJJJ — JJJJJJJ UNLESSOTHERWISEINDICATED,ALLEROSIONANDSEDIMENTCONTROL Y N r,
YAT1 A ROW OF STAPLES. 10� SPApNG. I I
" e• oowri rna.� n�e rn�+cu. I�� JJJJJJJ JJ- JJJ_ �J TFIE ER S ON CONTROL LAWS OFTTHE STATE OF NORTH CAROONDnANCE WITH 13' E�U PMENT EXC SS E)(CAVATEDT ATERIA SESTRIPPED TOP OOILiETC, .0 �� o
is•�ll+ - JJJJJJJ JJJ_
C. OVERLAP-BURY UPGER END OF LOWEfl STRIP � _ J� J J J J J iREE PROiEC710N nREA J J J_ JJ SPECIFICALLY THE SEDIMENT POLLUTION CONTROL ACT OF 1973, AS AMENDED, SHALL BE ENVIRONMENTALLY SUITABLE FOR SUCH PURPOSES AND SHALL L� O a.' ci
° ns w'n' allo 'a' avEauv eNo or roP '�-� �'" • AND 7HE LOCAL EROSION AND SEDIMENT CON7ROL ORDINANCE5. BE APPROVED IN AOVANCE BY THE OWNER. ENVIRONMENTALLY SUITABLE O
iTPICAL STPPLES �j � � � � U
� :,,��,, e. ���� _ JJJJJJ DO N0T ENTER JJJ_ J J SITES SHALL BE LEVEL, DEVOID OF MATURE STANDS OF TREES, AND
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� ��, - �- - 1. A COPY OF THE APPROVED EROSION 8 SEDIMENT CONTROL PLAN MUST BE 14. THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE � L O P U
' - �� � �l f. -. � ON FILE AT THE JOB SITE AT ALL TIMES. DONE AS SOON AS PRACTICAL AND AS THE OWNER MAY DIRECT. O, p bA v z
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�`�� r''�" �� � POI.Y BMRICA�E FABRIC (TTPICAL) I 2. PROTECTALL EXISTING DRAINAGE STRUCTURES WIT}i INLET PROTEC710N 15. ADDITIONAL MEASURES, BEYOND APPROVED PERMITTED DESIGN, TO U�� v.
a � - PLACE STAPLES i � WITHIN LIMITS OF WORK UNTIL AREA DRAINING TO INLET IS STABILIZED. CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL O -
� �.13Hi�' �^/ _ ',�j ' =� . � 1.5' TO ]' APART REPRESENTATIVE OF THE STATE. CITY OR COUNN � N r,�i F
AS REOUIftEO TO FRONT VIEW FENCE
€ �—� ,iJ� . ! ` � KEEP iHE MAT 3. WHEN HAND PLANTING, MULCH (HAY OR S7RAW) SHALL BE UNIFORMLY
_^-`` ` .:j � ��`_ ^ FlFMLY PRESSED SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING. 16. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PIAN I5 A VIOLATION OF
" yy ' MTO iME SdL SRE%H SHOWINC iREE OFIP UNE 7HE STA7E EROSION 8 SEDIMENT CONTROL ORDINANCE AND IS SUBJECTTO
� _ _ _ _ -__ - w p�anar ro �ti+cE �acanaw q, EROSION 8 SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND A FINE.
= SIEE� NOOD OR GOR pfANPION IREE F-
�,— _^ PRE55 ENOS OF FlBEFQA55 POST INSPECTED PRIOR TO ANY GRADING ON SITE.
� �'�` '- � „_ - _` A1AT 4" INTO 1HE 17 REFER TO APPROVED EROSION 8 SEDIMENTCONTROL PLANS FOR Z
'\� .� �'� '� � �� �; �. Sql AROUND WARNING 9GN � yo' � 5. EROSION 8 SEDIMENT DEVICES MUST BE CHECKED AFTER EACH STORM CLEARING LIMITS AND TEMPORARY EROSION 8 SEDIMENT CONTROL w�
���\� ;- � I ,; ^ SiRUCNRES AND qt�Nc[. uv aEssrnrvT, EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. � J
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� �.� /���✓ FABRIC (TYPICAL) te' 18. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, W�, z
'\�/�///�y//\\/v� DO N07 ENTER I 6. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE � w J
J- DEVICES ARE THE RESPONSIBILIN OF THE CONTRACTOR. ALL EROSION STAND OF GRASS. � Q
�ADE CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE
WARNING SIGN DETAIL NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL aLJALITV DIVISION OF 19. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES PER THE � �
STABILIZATION OF SOIL/CHANNELS �w� `i NOTE FORTaEEPROTEC�IONONLY SEDIM NTCOENTROLPLANNNGELAND�DESIGNCMANUAL��EROSIONB FORALLDSNRBEDIAREASIWITHINI5WORI(INGDAYSOR30CALENDARER Q� �'
STRAW WITH NET BLANKET SCALE: NTS � DAYS FOLLOWING COMPLETION OFCONSTRUCTION OR DEVELOPMENTIN Z� o
$ 7 NO SEDIMENT SHALL BE ALLOW ED TO RUN OFF THE PROJECT SITE. IF ANY PHASE. O Z } I
- SE�IMENT IS TRACKED ONTO THE ROADWAY IT MUST BE CLEANED OFF ��
SIDE VIEW DAILY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR F U% O �
SWEEPING, AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA O w
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� NOTES,
TOP EIEVATON OF STORAIWR7ER 0.5'-I'
M�% 1. WARNINC SIGNS TO BE MAOE OF DURABLE, WEA7HERPROOF lAATER/AL
�" STONESHED ` y' j p, �ETTERS TO BE 3" HIGH MINIMUM, CLEARLY LECIBCE AND $PACED AS DE7AILE0.
� � N 3. SIGNS SHALL 6E PLACED Ai 500� MAXIMUM INTERVALS Q
E%ISPNG SIOPE ' 4. PLACE A SIGN AT EAGH END OF LINEAR 7REE PR07ECTION AND 300� ON CENTER iHEREAFTEH. Q =
L" I 5. FOR TREE PROTECTION AFEAS LE55 THAN 200' IN PEftIME7ER, PRO`AOE NO LESS TNAN ONE SIGN PER PROTECTION AREA. GROUND S 1 ABILIZATIOItl CRITERI/`1 Q'
W p1 RIP-RA 6. ATTACH SIGNS SECURELY TO FENCE POSTS ANO FABRIC. _ � �
'" VARIES 7. MAINTAIN iREE PftOTECTION FENGE THft0UCH0UT OUftATIDN OF PROJECi. �— /� �j Z
EXISIING SlOPES B. AODITIONAL SIGNS MAY BE REOUIRED BASED ON ACNAL FlELO CON�ITIONS. w Q O V Q
� 9. MODIFlCATIONS TO THE ABOYE FENCE SPEqFICATiONS MAY BE ALLOWED BUT MUST BE AFPROVED BY THE ENGINEER. J d � � J
o �� I0. INSTALL iREE PR07ECTION FENCING PRIOR 70 ANY OTHER WORK. STABILIZATION STABILIZATION TIME FRAME
SITE AREA DESCRIPTION J M � W
II. INSTALL TREE PRO7EL7ION i'ENLINC AS SHOYM ON ORAVANGS AT EOGE OF CONSTRUCPON ZONE, AND AROUNO OESIGNATED TREES. TIME FRAME EXCEPTIONS � W � Z J
- OUE 70 LINE OVERLAP, TREE PROTEC710N FENCING IS ROUTINELY DISPLAYE� ON THE OUTSIDE EDGE OF CONSTRUC770N BOUNDARY � >
VRRIES LINES (IE: FIGH7 OF-WAY ANO PEkMANENT/TEMPOFARY UTIUTY EASEMEN75). WMEN SHOWN THIS WAY, INSTALC TREE PROTECPON PERIMETER DIKES, SWALES, �� � F O
roNSTRUcnON uolEs: FENCE K7THIN THE CONSTRUCPON UA1175. 7 DAYS NONE I� �
HpGHT AND VADTH DEIERNINm DITCHES AND SLOPES F--
0.5'-1' BV EIaSTNC TOPOGRAPHY AND
' � seuiueeT sToenee aeaiaeo. HIGH �UALIN WATER (HQW) ZONES 7 DAYS NONE Q J a � �
� _ I .. .. .• .. � ' � KEYE� RIP PAP KEY RIP FAP INTO iHE �AIA LL � F
� 1 YE roa sTneiuzanon. IF SLOPES ARE 10' OR LESS IN LENGTH � � �
� SLOPES STEEPER THAN 3:1 7 DAYS AND ARE NOT5TEEPER THAN 2:1, p �
� — STANDARD TREE PROTECTION FENCE
gs wasHeo sTaNe c 14-DAYS ARE ALLOWED � O �
SCALE: NTS V SLOPES 3:1 OR FLATTER 14 DAYS �'DAYS FOR SLOPES GREATER THAN a
FROM NEW
50 FEET IN LENGTH
� �STNC �,qWND ALL OTHER AREAS WITH SLOPES NONE (El(CEPT FOR PERIMETERS AND a
ol) NOiE: REMOYE SEOIMEHT A�CUAIUL4110N FROII BEHIND 7M1 DAYS
CHECK pPMS i0 PREVENT DAIIACE TO CHANNEL FLATTER THAN 4:1 H�W ZONES) CLIENT PROJ. NO. $NEET I.D.
VECETAlION. FLOW SNWLD 6E IANNTAINED iHPOUCH THE I
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BE � MAX.
NE LAN PREPARED
ROAD TO STOP
AHEAD
W20-4 W20-78 W20-7a
48' X48' 48' X 48' 48' X 48'
NOTE.
50' MIN. WORK AREA 50' MIN
100'
TEMPORARY LANE CLOSURES
2-LANE, 2-WAY ROADWAY - 1 LANE CLOSED
NOT TO SCALE
DISTANCE TO 4TH SIGN
REPEAT FOR ANY
CONSECUTIVE SIGNS f- DISTANCE TO 3RD SIGN F- DISTANCE TO 2ND SIGN � DISTANCE TO 15T SIGN
� � � �
\ WARNING
/ POINT
�STATIONARY OR PORTABLE SIGNS �
ADVANCE WARNING SIGN
SPACING CHART
RECOMMENDED
POSTED SPEED LIMIT DISTANCE BETWEEN SIGNS
(MPH) (FEET)
� � �
< 35 200 200 200
40-50 350 350 350
55 500 500 500
CONiROLLED ACCESS ROADS �p00 1600 2600
(>55 )
THE ADVANCE WARNING SIGN SPACING CHART IS TO BE APPLIED WHERE A SERIES OF 2 OR
MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE AND MAY BE
FIELD ADJUSTED AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE,
OBSTRUCTION INTERFERENCE, ETC.
TRAFFIC CONTROL DESIGN TABLES
SPACING OF TEMPORARY SIGNS IN SERIES
LEGEND
p.yp WARNING FLAGS
� CONE
� PORTABLE SIGN
� FLAGGER
� TYPE B WARNING LIGHT (FOR NIGHT USE)
a DIRECTION OF TRAFFIC FLOW
NOTES:
1 REFER TO THE ADVANCE WARNING SIGN SPACING CHART THIS SHEET FOR SIGN SPACING.
2. LANE CLOSURES SHALL BE INSTALLED WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF iRAFFIC.
LANE CLOSURES SHALL BE REMOVED AGAINST THE TRAFFIC FLOW, BEGINNING Wlhi DEVICES ON THE DOWNSTREAM SIDE OF
TRAFFIC.
3. USE THE MAXIMUM SPACING OF CONES THRU THE WORK AREA SHALL BE EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT
4. LANE CLOSURES SHALL BE EXTENDED AT THE BUFFER SPACE SUCH THAT STOPPING SIGHTDISTANCE IS PROVIDED TO THE FLAGGER.
5.
6. TRAFFIC SHOULD NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A i1ME.
7 PILOT CARS SHALL BE USED WHEN DIRECTED BY THE ENGINEER.
8. FLAGGERS SHALL BE USED TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. FLAGGERS UTILIZED AT
INTERSECTIONS SHALL BE ACCOMPANIED BY FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT IN ADVANCE OF THE
FLAGGER. WHERE INTERSECTIONS ARE SIGNALIZED, SIGNALS SHOULD BE PLACED IN 7HE FLASH MODE.
POSTED MINIMUM LONGINDINAL
SPEED LIMIT BUFFER SPACE
(MPH) (FEET)
30 85
35 120
40 770
45 220
so 280
55 335
60 475
65 485
MINIMUM SIGHT DISTANCE
POSTED STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE
SPEED IIMIT (FEET) (FEET)
(MPH)
30 200 500
35 250 550
40 325 600
45 400 700
so a�s aoo
55 550 900
60 650 1000
ss �zs iioo
NOTES:
7. TABLES ARE BASED ON THE AASHTO GREEN BOOK A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS' AND hIE 'MANUAL
ON UNIFORM 7RAFFIC CONTROL DEVICES' MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL
ROADWAYS. AASHTO GREEN BOOK SHOULD BE CONSULTED TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE
REQUIREMENTS.
2. BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVEMENTS.
3. USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICAiIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC
APPROACHING A LANE CLOSURE. FOR 2-LANE, 2-WAY ROADWAYS STOPPING SIGHT DISTANCE SHOULD BE PROVIDED TO THE FLAGGER.
FOR LANE CLOSURES ON MULTILANE ROADWAYS STOPPING SIGHT DISTANCE SHOULD BE PROVIDED TO THE BEGINNING OF THE LANE
CLOSURE MERGE TAPER, OR FLASHING ARROW PANEL. LANE CLOSURES SHOULD BE EXTENDED AT THE BUFFER SPACE SUCH THAT
STOPPING SIGHT DISTANCE IS PROVIDED.
4. USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE
REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
TRAFFIC CONTROL DESIGN TABLES
BUFFER SPACE & SIGHT DISTANCE
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