20221091 Ver 1_ePCN Application_20220812

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:
7/12/2022
BIMS # Assigned *
20221091
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Fayetteville Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
O $240.00
O $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
la. Name of project:
Blue Panther Communication Facility
la. Who is the Primary Contact?*
Greg McKee
lb. Primary Contact Email:*
[e-mail]
Date Submitted
8/12/2022
Nearest Body of Water
South River
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
34.674046
A. Processing Information
Longitude:
-78.355222
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Bladen
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:
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?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 57 - Electric Utility Line and Telecommunications Activities — (frequently used)
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
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:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Bessie L Watts
2b. Deed book and page no.:
0047311
2c. Contact Person:
2d. Address
Street Address
44 South Munn Ave
Address Line 2
Apt 3R
City
East Orange
Postal /Zip Code
07018
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NJ
Country
USA
Yes No
Yes No

2e. Telephone Number:
[phone]
2g. Email Address:*
bleewatts@comcast. net
2a. Name(s) on recorded deed:
Claretha Lee
2b. Deed book and page no.:
0047311
2c. Contact Person:
2d. Address
Street Address
701 Marble Court
Address Line 2
City
Fayetteville
Postal / Zip Code
28311
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Matthew Grugan
3b. Business Name:
Vertical Bridge Development LLC
3c. Address
Street Address
750 Park of Commerce Drive, Suite 200
Address Line 2
City
Boca Raton
Postal / Zip Code
33487
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kara Giblin
4b. Business Name:
SWCA Environmental Consultants
4c. Address
Street Address
113 Edinburgh South Drive, Suite 120
Address Line 2
City
Cary
Postal / Zip Code
27511
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
2f. Fax Number:
State I Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
FL
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
United States
4e. Fax Number:

C. Project Information and Prior Project History
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Elizabethtown
2. Project Identification
2a. Property Identification Number:
139300363641, 139300472048
2c. Project Address
Street Address
6676 Hwy 210
Address Line 2
City
Elizabethtown
Postal / Zip Code
28337
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
South River
3b. Water Resources Classification of nearest receiving water: *
C
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.
030300060208
4. Project Description and History
2b. Property size:
1.2
State / Province / Region
NC
Country
United States
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 communication tower site would be located within parcel 139300472041, which is undeveloped with upland forest and forested wetlands Access will be via an existing two -track road
within parcel 139300472048 which will be improved. The surrounding area is rural residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
® Yes 0 No O Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
PJD signed 5/6/2022 (SAW-2022-00534) is attached.
4f. List the total estimated acreage of all existing wetlands on the property:
0.2
4g. List the total estimated linear feet of all existing streams on the property:
52
4h. Explain the purpose of the proposed project:*
The purpose is to install a new 300' guyed communications tower.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project area is approximately 1.2 acres including the area for the cell tower and the access road. The area will be cleared and graded to develop a pad for the tower. The existing two -
track road will be improved to provide access. Standard construction equipment will be used. Construction sequence and erosion control are detailed on the attached engineering
drawings. Impacts to wetlands will occur at three access road crossings; a culvert will be installed at the stream crossing. The tower was sited to avoid wetlands.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
• Yes 0 Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary 0 Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2022-00534

5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Mark Mickley, Paul Bright
SWCA Environmental Consultants
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
PJD signed 5/6/2022 (SAW-2022-00534) is attached.
6. Future Project Plans
6a. Is this a phased project?*
Yes O No
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?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
Cl Wetlands cal Streams -tributaries
O Open Waters DI Pond Construction
2. Wetland Impacts
O Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
1
Access Road
P
Bottomland Hardwood Forest
WA
Yes
Corps
0.102
(acres)
2
Tower Anchor
P
Bottomland Hardwood Forest
WA
Yes
Corps
0.009
(acres)
3
Access Road
P
Bottomland Hardwood Forest
WB
Yes
Corps
0.039
(acres)
4
Access Road
P
Bottomland Hardwood Forest
WB
Yes
Corps
0.029
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.179
2g. Total Permanent Wetland Impact
0.179
21. Comments:
Impacts from access road and anchors. Tower pad sited to avoid wetlands. See attached plans Sheet C8 - C8.2 (pdf pgs. 12-14)
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Access Road
Permanent
Culvert
SA
Intermittent
Corps
3
Average (feet)
52
(linear tee()
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
52
31. Total stream and ditch impacts:
52
3j. Comments:
Culvert for new access road. See attached plans Sheet C8 - C8.2 (pdf pgs. 12-14)
E. Impact Justification and Mitigation
31. Total temporary stream impacts:
0

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The communication tower location was adjusted to avoid and minimize impacts. Most wetlands and streams on the property will remain undisturbed.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
During construction the wetland boundaries will be clearly delineated and signage will be
placed to indicate 'No Impact Allowed Past This Point'. Erosion control are detailed on the engineering drawings.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
• Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank O Payment to in -lieu fee program Permittee Responsible Mitigation
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes • No
If no, explain why:
Project is in the Cape Fear basin where rules do not apply.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0Yes ®No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
• Yes No
Comments:
Erosion control plan, including silt fence, in attached engineering drawings (C8-C9).
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?*
Yes • No
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.
There are no anticipated future developments resulting from the communication tower project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes ® No 0 N/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?*
O Yes O No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0Yes CNo
O• No O Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
OYes 0No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes ® 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.?
0 Yes C• No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC list and field verification of no suitable habitat during wetland delineation by SWCA Environmental Consultants.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes J No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential Fish Habitat Mapper (NOAA)
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?*
O Yes i No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCHPO Online Map Viewer (HPOWEB 2.0) accessed 7/18/2022
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes • No
8c. What source(s) did you use to make the floodplain determination?*
FIRM 3720138200J and FEMA's National Flood Hazard Layer (NFHL) Viewer
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 dreg and drop files here to attach document
NC-5181 Blue Panther_CD_08052022.pdf 11.83MB
SAW-2022-00534 .pdf 347.4KB
File must be PDF or KMZ
Comments
PJD signed 5/6/2022 (SAW-2022-00534) and engineering drawings are attached. Wetlands and streams shown on Sheet C8 — C8.2 (pdf pgs. 12-14).
Signature
l 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:
Kara Giblin

Signature
Date
8/12/2022

Action Id. SAW-2022-00534
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Bladen
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Matt Grugan
Address: 750 Park of Commerce Drive Suite 200
Boca Raton, FL, 33487
Telephone Number: 678-488-1866
Size (acres) 0.8 Nearest Town Elizabethtown
Nearest Waterway South River River Basin Cape Fear River
USGS HUC 03030006 Coordinates Latitude: 34.6739
Longitude :-78.3557
Location description: Site is located at 6676 Hwy 210, PIN#'s 139300363641 & 139300472048 in Bladen County, NC, 28337.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There appear to be wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The wetlands have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore, this preliminary
jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For
purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit
decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the
permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable
action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request
an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
X There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S., including wetlands, on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
Page 1 of 2

SAW-2022-00534
_ There are waters of the U.S., including wetlands, on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S., including wetlands, on your property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
_ The waters of the U.S., including wetlands, on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and
verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on
your property which, unless there is a change in law or our published regulations, may be relied upon for a period not to exceed
five years from the date of this notification.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on . Unless there is a change in law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Thomas Charles at [phone] or
thorn as.p.charles(ausace.army.mil.
Basis For Determination: This determination is only for the project area depicted Blue Panther Tower Delineation,
Wetland Delineation Map, PIN#'s 139300363641 & 139300472048 in Bladen County, NC (0.8 Acres), dated 2/10//2022.
D. Remarks: The project area exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and
appropriate Regional Supplement. This determination is based on information submitted by SWCA and a desktop review by
Thomas Charles (5/6/2022).
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should
discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A Shannin
Administrative Appeal Review Officer
Page 2 of 2

SAW-2022-00534
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. [e-mail]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. Digitally signed by Thomas Charles
Thomas Charles Date: 2022.05.06 1 1:42:32 -04'00'
Corps Regulatory Official:
Date of JD: 5/6/2021 Expiration Date: 5/6/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/_
Copy Furnished:
SWCA Environmental Consultants
Kara Giblin
201 Chatham Street
Sanford, NC, 27330
Page 3 of 2

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BLUE PANTHER TOWER DELINEATION 0 project Boundary 8laden County,NC
Wetland Tomahawk,NC,34078-F3
Photo Point piz. i-
Delineation Map NAd 1983 UTM Zone 17N N ,-,etV=-_•-r A
Forested Wetland 78.3541`W 34.6742'Ntr
Perennial Stream 1:2,000
Data Point Base neap:EsR1 AfoG15[Werra. [North Carolina]
accessed February 2022
SWCA 180
Updated:Y10/2022 Fee'
Profecl Nv.88021 Meters
ENWR ONME N 1nL CONSULTANTS File:WeilandDeheeeiron 0 25 50

WHITE LAKE POLICE DEPARTMENT
1823 WHITE LAKE DRIVE
ELIZABETHTOWN, NC 28337
PHONE: [phone]
ATTN.: CUSTOMER SERVICE
HARRELLS VOLUNTEER FIRE DEPARTMENT
606 TOMAHAWK HWY
HARRELLS, NC 28444
PHONE: [phone]
ATTN.: CUSTOMER SERVICE
SITE
cop34hta and (P) 1918-2010 Microsoft Corporation and/or its wWws. Al rights monad.
VICINITY MAP
FROM CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT: GET ON 1-485
OUTER FROM OLD DOWD RD AND US-29 S/US-74 W/WILKINSON BLVD 3.3 MI;
FOLLOW 1-485 OUTER AND US-74 BYP TO US-74 E IN UNION COUNTY 44.7 MI;
CONTINUE ONTO US-74 E 36.6 MI; CONTINUE ONTO 1-74 E/US-74 E 11.0 MI;
CONTINUE ONTO US-74 E 9.7 MI; CONTINUE ON 1-74 E TO LUMBERTON. TAKE
EXIT 20 FROM 1-95 N/US-301 N 36.3 MI; TAKE NC-41 N, NC-87 S, US-701 N AND
NC-41 N TO NC-210 S IN BLADEN COUNTY 41.6 MI. THE DESTINATION WILL
BE ON THE RIGHT.
DRIVING DIRECTIONS
verticalbridge
700 DA�/< OF COvECE D
BOCA ATO\ FL, 33L87
TEL: (561) 9L8-6367
BLUE PANTHER
SITE No.: US-NC-5181
SITE ADDRESS (E-911)
6720NC210HWY
HARRELLS, NC 28444
BLADEN COUNTY
LATITUDE: 34° 40' 28.20" N
LONGITUDE: 78° 21' 20.80" W
TAX/PIN #: 1393-00-36-3641
ZONING: AR
JURISDICTION:
BLADEN COUNTY
STATE:
NORTH CAROLINA
TOWER TYPE:
GUYED TOWER
TOWER HEIGHT:
300' (310' TO HIGHEST APPURTENANCE)
NUMBER OF CARRIERS:
0 EXISTING, 1 PROPOSED
USE:
PROPOSED TELECOMMUNICATIONS TOWER
AND UNMANNED EQUIPMENT
FLOOD INFO
SITE IS LOCATED WITHIN FEMA FLOOD MAP
AREA 3720138200J DATED 01/05/2007 WITHIN
FLOOD ZONE X.
PROJECT SUMMARY
VE
DEVELOPER
VB BTS, LLC
750 PARK OF COMMERCE DRIVE
BOCA RATON, FL 33487
PHONE: [phone]
ATTN.: MATT GRUGAN
POWER COMPANY
FOUR COUNTY ELECTRIC MEMBERSHIP CORP.
PHONE: [phone]
ATTN.: ANTHONY RAYNOR
PROPERTY OWNER
BESSIE L. WATTS
44 S. MUNN AVENUE, APT#6B
EAST ORANGE, NJ 07018
PHONE: [e-mail]
ATTN.: BESSIE L. WATTS
CONSULTANT
KIMLEY-HORN AND ASSOCIATES, INC.
201 NORTH FRANKLIN STREET, SUITE 150
TAMPA, FL 33602
PHONE: [phone]
ATTN.: DAVID FRANKLIN
CONTACTS
SHEET NO.
SHEET TITLE
T1
COVER SHEET
T2
APPENDIX B - BUILDING CODE SUMMARY
--
SITE SURVEY (SHEET 1 OF 4)
--
SITE SURVEY (SHEET 2 OF 4)
--
SITE SURVEY (SHEET 3 OF 4)
--
SITE SURVEY (SHEET 4 OF 4)
N1
GENERAL NOTES
Cl
OVERALL PARCEL PLAN
C1.1
OVERALL SITE PLAN
C2
SITE PLAN
C3
EQUIPMENT PAD LAYOUT
C4
EQUIPMENT RACK DETAIL - FRONT
C5
EQUIPMENT RACK DETAIL - REAR
C6
CONCRETE PAD FOUNDATION DETAILS
C7
FENCE, GATE, AND COMPOUND DETAILS
C8
GRADING AND EROSION CONTROL PLAN
C8.1
GRADING AND EROSION CONTROL PLAN
C8.2
GRADING AND EROSION CONTROL PLAN
C8.3
GRADING AND EROSION CONTROL PLAN
C9
GRADING AND EROSION CONTROL DETAILS
C10
ACCESS ROAD DETAILS
C11
SITE SIGNAGE DETAILS
C12
WAVEGUIDE BRIDGE DETAILS
C13
ANTENNA AND TOWER ELEVATION DETAILS
C14
GUY ANCHOR FENCE DETAIL
M1
MECHANICAL PLAN AND NOTES
El
ELECTRICAL NOTES
E2
UTILITY SERVICE ROUTING PLAN
E3
OVERALL UTILITY ROUTING PLAN
E3.1
ENLARGED UTILITY ROUTING PLAN
E4
METER RACK DETAILS - FRONT
E4.1
METER RACK DETAILS - REAR
E5
ELECTRICAL SINGLE LINE DIAGRAM
E5.1
ELECTRICAL SINGLE LINE DIAGRAM
E6
PANEL SCHEDULE
E7
ELECTRICAL DETAILS
E8
GROUNDING NOTES
E9
GROUNDING PLAN
E10
GROUNDING SINGLE LINE DIAGRAM
Ell
GROUNDING DETAILS
E12
GROUNDING DETAILS
E13
GUY WIRE GROUNDING AND FENCE DETAILS
E14
GUY WIRE GROUNDING AND FENCE DETAILS
SHEET INDEX
BLADEN COUNTY, PLANNING DEPARTMENT
450 SMITH CIRCLE DRIVE
ELIZABETHTOWN, NC 28337
PHONE: [phone]
ATTN.: CUSTOMER SERVICE
PERMIT INFORMATION
verticalbridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
—LICENSER.
♦♦%*tSIl UI,,,
♦ ^ e..eeeeee < / #,
• 0 .•• __SS/0 . "4, #•
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SEAL ••
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PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
COVER SHEET
—SHEET NUMBER.
T1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 202

2018 APPENDIX B
I Frontage area increases from Section 506.2 are computed thus:
Perimeter fronts having 20 feet =
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
9. which a public way or open space minimum width (F)
b. Total Building Perimeter - (P)
(EXCEPTAND 2-FAMILYDWELLINGS AND TOWNHOUSES)
. Ratio (= (F/P)
ACCESSIBLE DWELLING UNITS
2018 APPENDIX B
duce the following data on the building plans sheet 1 or 2)
(Reproduce d
d. W =Mininimum width of public way = (W)
(SECTION 1107)
e. Percent of frontage increase 4 = 100[P/P-0.25] x PK/30 = (%)
TOTAL
ACCESSIBLE
ACCESSIBLE
TYPE A
TrexA
TYPE
TYPES
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJEC
VERTICAL BRIDGE - BLUE PANTHER
' Unlimited area applicable under conditions of Section 507.
' Maximum Building Area = total number of stories in the building x D (maxim stories) (506.2).
UNITS
urars
REQUIRED
UNITS
PROVIDED
Doris
REQUIRED
UNITS
PROVIDED
UNITS
REQUIRED
UNITS
PROVIDED
• ,M
ACC BLE UNITS
ROVmpD
STRUCTURAL DESIGN
(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
Name of Project:
^ The maximum area of open parking garages must comply with Table 406 .. The maximum area of au traffic
DESIGN LOADS:
Address: 6720 NC 210 HWY. HARRELLS. NC Zip Code 28444
david.cousins
control towers must comply with Table 412.3.1.
' Frontage increase is based on the unsprinklered area val(i,p T 506.2.
Importance Factors: Snow (Is)
NOTE: STRU RAL
Owner/Authorized Agent: DAVID COUSINS Phone # ( 813 ) 620 -1460 E-Mail
kimley-horn.com
_
Seismic (Ili)
ANALYSIS <aMPLETED
Owned By: ❑ City/County IX Private ❑ 8ta
Code Enforcement Jurisdiction: ❑ City❑X County HARRELLSState
E
AL ABLE HEIGHT
ACCESSIBLE PARKING
(SECTION 1106)
Live Loads: Roof psf
BY TO OWNER. SEE
ANAL a=IS BY OTHERS
Mezzanine
LOT OR PARKING
GSPACES
TOTAL# OF PARKING
4OFACCEssLESPACES• DveD
mm
TOTAL SO
'O
psf
Floor
FO' ADDITIONAL
CONTACT: DAMD R. COUSINS, P.E. (4047704)
ALLowABLE
SHOWN00 PLANS
CODE REFERENCE
AREA
REQUIRED
PROVIDED
REGULAR WITH
v .ACES wrrx
ACCESSIBLE
psf
'UCTURAL DATA.
Building Height in F. (Table 50
5. ACCESS AISLE
1327 A. ESS
8' Access
PROVIDED
Ground Snow Load: psf
DESIGNER FIRM NAME LICENSE TELEPHONE# E-MAIL
FIRM
Building Height in &ode 504.4)
Le
AISLE
Architectural
'
able
Wind Load: Basic Wind Speed �. (A C'L-7)
Civil KIMI EY-HORN & ASSOC_ DAVID R (MINNS 047704 (fi25) 274-5032 [e-mail]
Provide code reference¢'shown on Plans" Raatity is not based on Table 504.3 r504.4.
Exposure Category
Electrical KINLEY-HORN & ASSOC. CGRBIN C- HABDY 040828 919 677-2000 co8in.mmt6kimlerhornnorn
Fire Alarm
\'''
(_)":ti
Plumbing )
Mechanical (_)
(
/
SEISMIC DESIGN CATEGORY: ❑ A ❑ B ❑ C ❑ D
Sprinkler -Standpipe (__)
FIRE PROTECTION REQUIREMENTS
PLUMBING FIX ' RE REQUIREMENTS
Provide the following Seismic Design Parameters:
Structural (_)
( - BLE 2902.1)
Risk Category (Table 1604.5) ❑ I II ❑ III ❑ IV
Retaining Walls >5' High ( )
BUILDING ELEMENT
FIRE
RATING
DETAIL #
D #
SHEET
SHE
Spectral
Spectral Response Acceleration Ss %g Si %g
Other �)
SEPARATION
aD1aTANCEN
RFu'n
D
/ VIBE x
AND
FOR
RATED
("Other" should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)
(FEET)
(W/
REDUCTION)
SHEET
RATED
ASSEMBLY
PENETRATION
- TED
JOINTS
USE
MALEwAFEMALE
T
T0RELO8ET8
r a
RMALO
MALE
LAVATORIES
EEMALE
UNISE5
SHOWERS
boo s
DRINKING
REGULAR O
FOUNTAINS
ACCESSIBLE
Site Classification (ABLE 7) VA ❑ B ❑ C ❑ D ❑ E ❑ F
swemral Frame,
SPACE
EXISVGBasic
Data Source: ■ Field Test ❑ Presumptive ❑ Historical Data
structural system ❑ Bearing Wall ❑ Dual Moment Frame
2018 NC BUILDING CODE: ®New Building ❑Addition El Renovation
including°alum., girders,
W
w/Special
❑ 1" Time Interior Completion
trusses
REQ'D
❑ Building Frame ❑ Dual w/Intermediate R/C or Special Steel
❑ Shell/Core - Contact the local inspection jurisdiction for possible additional
Bearing Walls
❑Moment Frame ❑Inverted Pendulum
procedures and requirements
Exterior
Analysis Proce• r . y Simplified 0 Equivalent Lateral Force ❑Dynamic
❑ Phased Construction - Shell/Core- Contact the local inspection jurisdiction for
Nomb
Architectur- , Mechanical, Components anchored? ❑ Yes ❑ No
possible additional procedures and requirements
Easy
SPECIAL APPROVALS
❑ lip ❑Cho ter 14
2018 NC EXISTING BUILDING CODE: EXISTING: ❑ Prescriptive Repair
West
Special approval:
S I a al: ocal Jurisdiction, Department of Insurance, OSC, DPI, DIMS, etc, describe below )
LATERALD.. GN CONTROL: Earthquake ❑ Wind ❑
p p
Alteration: ❑ Level I ❑ Level II ❑ Level III
South
p
•
❑ Historic Property ❑ Change
Interior
SOIL B -f G CAPACITIES:
Field Test test
of Use
CONSTRUCTED: CURRENT OCCUPANCY(S) 3): TELECOMMUNICATIONS SITE
Nonheanng Walls and
(provide copy of report) psf
Imp the g
Presumptive Bearing f
ps
(date) (Ch.
Partitions
Pile size, type, and capacity
capacity
RENOVATED: (date) PROPOSED OCCUPANCY(S) (Ch. 3):TEIECOMMUNICATONS SITE
Exterior walls
RISK CATEGORY (Table 1604.5): Current: ❑ I ❑ II ❑ HT ❑ IV
North
Proposed: ❑ I ❑ IT ❑ III ❑ TV
East
West
south
ENERGY SUMMARY
2018 APPENDIX B
BASIC BUILDING DATA
Construction Type: El LA ❑ II ❑ BI-A ❑ IV ❑ V-A
rowan watts endue-tonesENERGY
REQUIREMENTS:
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJ ' TS
-A
f cheek all that apply) ❑ 1-B ❑ Il-B ❑ II1-B ❑
Sprinklers: ❑ No ❑Partial ID Yes ❑NFPA 13 ❑NFPA 13R ❑ N 13D
Floor Construction
Including supporting beams
s djsists
The following data shall be considered minimum and any special attribute required to meet the energy codes. 11
also be provided. Each Designer shall furnish the required portions of the project information for the plan d. a sheet.
If performance method, state the annual energy cost for the standard reference design vs annual energy c.: for the
MECHANICAL DESIGN
(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)
Standpipes: ❑ No ❑ Yes Class ❑ I ❑ II ❑ III ❑ Wet ❑ D
Floor ceiling Assembly
proposed design.
MECHANICAL SUMMARY
Fire District: ❑ No ❑ Yes Flood Hazard Area: ❑ No es
Columns Supporting Floors
Special Inspections Required: ❑ No ❑Yes (Contact the local inaro n jurisdiction for additional
Roof construction, including
building envelope complies with code: ❑ No ❑ Yes (The ramandn of this section . n applicable)
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
procedures and re meats.)
supporting beams and joists
I_
Roof Ceiling Assembly
Exempt Building: El No ❑ Yes (Provide code or statutory reference).
Thermal Zone
r
Columns Supporting Roof
bulb -
winter dry bulb -
Gross B ng Area Table
Shan Enclosures - Exit
Climate Zone: ❑ 3A ❑ 4A ❑ SA
summer dry bulb:
FtooR EXISTING (sQ Fr) NEW (So Fr) Sun -TOTAL
Shan Enclosures - other
Method of Compliance: Energy Code ❑ Performance ❑ Prescri I ire
3`^ Floor
Interior ¢ergo conditions \
2°J Floor
Corridor separation
❑ ASHRAE 90.1 Performance ❑ Pre s ptive
"Other"
winter dry bulb:
Occupancy/Fire Barriers., anon
(If specify source here)
summer bulb:
Mezzanine
PaDytElre wall sepmad.
relative humidity:
1. Floor
Basement
Smoke Barrier Separ. on
THERMAL ENVELOPE (Prescriptive method only)
smoke Partition
Building heating load:
L
Patron✓Dweui„uniu
Roof/ceiling Assembly (each assembly)
sleeping Un epsmtion
Descri tion ofassembl
P Y
Building cooling load:
ALLOWABLE AREA
Incidents se Separation
U-Value of total assembly:
Primary Occupancy Classification(s): Select one Select one Select one Select one Select one Select on
" Indica section number permitting reduction
R-Value of insulation:
Skylights in each assembly:
Mechanical S Coaditia ' System
pacing g
Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5
U-Value of skylight:
Unitary
total square footage of skylights in each as: mbly:
description
Business ❑
Educational ❑
PERCENTAGE OF WALL OPENING CALCULATIONS
heating a Iency:
cooling ciency:
Factory 0E-1 Moderate 0E-2 Low
Exterior Walls (each assembly)
size •. tegory of unit:
az Hardous ❑ H-1 Detonate ❑ H-2 Deflagrate E H-3 Combust ❑ H-4 Health IDH-5 ' PM
FIRE SEPARATION DISTANCE
(Peer) PROM PROPERTY LwE5
DEGREE OF OPENINGS
PROTECTION
ALLOW..LEAaEA
(%)
ACTDAL SHOWN ON s
(%)
U-Value of total Description of assembly:
Boil.
Ian category. If oversized, state reason.:
Institutional ❑ I-1 Condition ❑ 1 ❑ 2
(TABLE 705.8)
R-Value of luslslatianmbly
CI1-2Condition ❑ 1 ❑ 2
Openings (windows or doors th glazing)hiller
Size category. If oversized, state reason.:.
❑ I-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5
U-Value of assem.I
Solar heat gain c , efficient:
ist equipment efficiencies:
❑ 1-4
projection fact'
Mercantile ❑
R-Val -s.
Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4Door
Storage ❑ S-1 Moderate E S-2 Low ❑ High -piled
❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair G. ge
LIFE SAFETY SYSTEM REQUIREMENTS
Walls below grade (each ,sembly)
Description of . sembly:
2018 APPENDIX B
Utility and Miscellaneous ❑
Emergency Lighting: ❑ No ❑ Yes
U-Value of t a t assembly:
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PR 1 CTS
Accessory Occupancy Classification(s):
Exit Signs: ❑ No ❑ Yes
R-Value o> nsula[ion: -
,
Incidental Uses (Cable 509):
Fire Alarm: ❑ No ❑ Yes
ELECTRICAL DESIGN
(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)
Special Uses (Chapter 4 - List Code Sections):
Smoke Detection Systems: ❑ No ❑ Yes ❑ Partial
Carbon Monoxide Detection: ❑ No ❑ Yes
Floors over u nditianed space (each assembly)
'ption
Cl
Special Provisions: (Chapter 5 - List Code Sections):
De < of assembly:
U aloe of total assembly:
ELECTRICAL SUMMARY
Mixed Occupancy: ❑ No ❑ Yes Sepamtir : Hr. Exception:
-Value of insulation:
ELECTRICAL SYSTEM AND EQUIPMENT
❑ Non -Separated Use (508.3) - The require. . e of construction for the building shall be determined by
applying t r height and area limitations for each of the applicable
LIFE SAFETY PLAN REQU . ENTENTS
Life Safety Plan Sheet #:
Flo s slab on grade
Method of Compliance: Energy Code ❑ PerformancePrescriptive
occu.. •. es to the entire building. The most restrictive type of
determined, building.
��
❑ Fire and/or smoke rated wall locations (Chapter Pt,
Description of assembly:
U-Value of total assembly:
ASHRAE 90.1 ❑ Performance ❑ Prescriptive
con ..coon, so shall apply to the entire
❑ Assumed and real property line locations (if not o. 'he site plan)
R-Value of insulation:
Lighting schedule (each fixture type) `\
El Separated Use 508.4 Bee bet. for area calculations for each sea the area of the occupancy hall
( ) story, P y s
❑ Exterior to die to lines 705.8
HorizontaUvertical requirement:
B
la in fixture
be su.r that the sum of the ratios of the actual floor area of each use divided b Y
wall opening with respect :.- a assumed
P g area wi p properly ( )
slab heated:
rap type required
in fixture
the towable floor area for each use shall not exceed 1.
❑ Occupancy Use for each area as it relates to . cupant load calculation (Table 1004.1.2)
❑ Occupant loads for each area
numberoflamps
ballast type used in the fixture
Actual Area of°comer; A + Actual Area of Occupancy B - I
number of ballasts in fixture
Allowable Area of°ccu.. cyA Allowable Area of Occupancy B
+ + ...... _ < 1.00
❑ Exit access travel distances (1017)
❑ Common path of travel distances (T- .lee 1006.2.1 & 1006.3.2(1))
❑ Dead end lengths (1020.4)
total wattage per fixture
total interior wattage sped s vs. allowed (whole building or space by space)
total exterior wattage sp> led vs. allowed
❑ Clear exit widths for each exi . Oar
❑ Maximum calculated occu nt load capacity each exit door can accommodate based on egress (1005.3)
Additional Efficiency Pa o. ge Options
S0OR>
No.
DESCRu 0NAND
sE
(A)
BLDGAREA PER
STORY(AcruAL)
(B)
r
TABLE
AREA
(C)
RE
AREA
INCREASE
(D)
ALLOWABLE AREA PER
STORY OR UNLIMITED•
I . width
El Actual occupant load f ., hexit door
❑ Asepar-dteschematic ,anindicatingwhere fire rated flom/ceilingand/or roof strucnveisprovidedfor
ofoccup.
NOTE: SCOPE OF WORK INCLUDES INSTALLATION OF
CAST IN PLACE CONCRETE PAD, PREFABRICATED
singthe2018, CC; not required for ASHRAE90.1)
(When using the 2018
❑C4o6.2 -orEfficientlVACEquipmentPerformance
❑ C40-. Reduced Lighting Power Density
purposes yseparation
❑ Location ofdom: with panihardware (1010.1.10)
EQUIPMENT CABINETS AND GENERATOR.
❑ .16.4 Enhanced Digital Lighting Controls
❑ Locationof...rswithdelayedegresstooksandtheamountofdelay(1010.1.9.7)
NO NEW BUILDING BEING CONSTRUCTED.
. C406.5On-Sim Renewable Energy
❑ locks
C406.7 Air System
Location o'doors with electromagnetic egress (1010.1.9.9)
E Locatio ' of doors equipped with hold -open devices
UOutdoor
Redio rd Energy
❑ C406.7 Reduced Energy Use in Service Water Heating
❑ Loc. -''an of emergency escape windows (1030)
❑ T r square footage of each fire area (202)
❑ he square footage of each smoke compartment for Occupancy Classification 1-2 (407.5)
I. Note any code exceptions or table notes that may have been utilized regarding the items above
ver tic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL [phone]
PROJECT INFORMATION`
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>»
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
Horn
SUITE 150
:REV:=DATE:—ISSUED FOR:=BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER`
,,%*t8IelII,
4%4N CAR '*
••••••lie •C /�///#I•
♦ • .
•
SEAL ••
77 t 047704 : Z
•
#, %e•%; VC I NV-x-o•• Jam•
.*••••••N• 0
•
.,*..q / N ; • ,; *
PROJECT NUMBER.
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE`
_SHEET
APPENDIX B -
BUILDING CODE
SUMMARY
—SHEET NUMBER-
T2
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Hour and Associates, Inc. shall be without liability to IGmley-Horn and Associates, Inc.
Copyright IGmley-Hour and Associates, Inc., 2022

1.00 GENERAL NOTES
1.01 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
DRAWINGS AND SPECIFICATIONS. ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE LATEST EDITION OF THE STATE, LOCAL AND
NATIONAL CODES, ORDINANCES AND OR REGULATIONS APPLICABLE
TO THIS PROJECT.
1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL
DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
PROJECT MANAGER AND/OR ENGINEER AND BE RESOLVED BEFORE
PROCEEDING WITH WORK. WHERE THERE IS A CONFLICT BETWEEN
DRAWING AND VERIZON SPECIFICATIONS, THE VERIZON PROJECT
ENGINEER SHOULD BE CONTACTED FOR CLARIFICATION.
1.03 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT
WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS
CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE
PROJECT MANAGER AND/OR ENGINEER SO THAT PROPER REVISIONS
MAY BE MADE. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL
NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE PROJECT
MANAGER AND/OR ENGINEER.
1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE
CONDITIONS AS SHOWN ON THE ATTACHED SITE PLAN AND/OR
SURVEY DRAWINGS.
1.05 WAVEGUIDE BRIDGE AND EQUIPMENT CABINETS ARE SHOWN FOR
REFERENCE ONLY. REFER TO SEPARATE DRAWINGS FOR SPECIFIC
INFORMATION.
1.06 ALL FINISHED GRADES SHALL SLOPE MINIMUM 1/4 IN./FT. AWAY
FROM EQUIPMENT IN ALL DIRECTIONS. CONTRACTOR SHALL SLOPE
SWALES AS REQUIRED ALONG EXISTING TERRAIN TO DRAIN AWAY
FROM COMPOUND AND ACCESS DRIVE.
1.07 THE PROPOSED TOWER AND TOWER FOUNDATIONS WERE DESIGNED
BY OTHERS. TOWER INFORMATION PROVIDED ON THESE PLANS ARE
PROVIDED FOR REFERENCE PURPOSES ONLY. NOTIFY ENGINEER OR
PROJECT MANAGER OF ANY CONFLICTS OR DISCREPANCIES.
CONTRACTOR TO OBTAIN COPY OF TOWER DESIGN DRAWINGS, IF
AVAILABLE, FROM VERIZON PROJECT MANAGER TO CONFIRM COAX
ROUTING AND ANTENNA MOUNT INFORMATION.
1.08 THE CONTRACTOR SHALL PROVIDE ADEQUATE EXCAVATION SLOPING,
SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL
NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.
1.09 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS
RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY
CONSTRUCTION ACTIVITIES TO THE EXISTING ACCESS ROAD AND
COMPOUND GRAVEL AREAS. ANY NEW FILL MATERIALS SHALL BE
COMPACTED.
1.10 THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO
COMMENCING CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING
THE UTILITY COMPANIES INVOLVED AND SHALL REQUEST A
VERIFICATION AT THE CONSTRUCTION SITE OF THE LOCATIONS OF
THEIR UNDERGROUND UTILITIES AND WHERE THEY MAY POSSIBLY
CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS AS SHOWN ON
THESE PLANS. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR
THIS CONTRACT WILL BE REQUIRED TO NOTIFY "NORTH CAROLINA
811" 48 HOURS IN ADVANCE OF PERFORMING ANY WORK BY
CALLING THE TOLL FREE NUMBER [phone] (OR 811). ANY
UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE
REPAIRED BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER.
1.11 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET
FACILITY DURING CONSTRUCTION.
1.12 CONTRACTOR TO PROVIDE STYMIE LOCK OR EQUIVALENT AS
APPROVED BY VERTICAL BRIDGE PROJECT MANAGER.
1.13 CONTRACTOR TO PROVIDE ANY NECESSARY SIGNAGE PER VERTICAL
BRIDGE PROJECT MANAGER'S INSTRUCTIONS. SEE DETAIL ON SHEET
C11.
2.00 EQUIPMENT FOUNDATION NOTES
2.01 FOUNDATIONS ARE DESIGNED FOR A PRESUMPTIVE ALLOWABLE SOIL BEARING
CAPACITY OF 2,000 PSF. CONTRACTOR SHALL VERIFY SOIL CONDITIONS AND
BEARING CAPACITY PRIOR TO CONSTRUCTION.
2.02 EXCAVATE A MINIMUM 18" BELOW PROPOSED EQUIPMENT FOUNDATIONS OF
EXPANSIVE, ORGANIC, UNCONSOLIDATED OR OTHERWISE UNACCEPTABLE MATERIAL
AND REPLACE WITH WELL -COMPACTED MATERIAL ACCEPTABLE TO VERIZON.
2.03 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND
RELOCATING AS REQUIRED ALL SERVICE AND UTILITY LINES IN VICINITY OF THE
WORK SITE. ALL EXCAVATIONS NEAR THESE LINES TO BE CARRIED OUT WITH
EXTREME CAUTION. COORDINATE ALL RELOCATIONS WITH THE PROPERTY OWNER.
2.04 CONTRACTOR TO CUT/FILL EXISTING COMPOUND SUBSOIL TO PROVIDE AN AREA
AS LEVEL AS POSSIBLE FOR THE EQUIPMENT FOUNDATIONS. ALL FILL AREAS ARE
TO BE FILLED WITH SUITABLE MATERIALS. FILL MATERIALS ARE TO BE PLACED,
COMPACTED, AND TESTED IN MAXIMUM LAYERS OF 8". COMPACTION OF ALL FILL
MATERIAL SHALL ACHIEVE 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM
MOISTURE CONTENT IN ACCORDANCE WITH ASTM D
698. ALL TESTS MUST MEET THE MINIMUM SPECIFIED SOIL BEARING CAPACITY.
COMPACTION TESTING IS BY THE GEOTECHNICAL TESTING COMPANY DESIGNATED
FOR THE PROJECT. SCHEDULING AND COORDINATION IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR. REPORTS OF ALL TESTING ARE TO BE PROMPTLY
DELIVERED OR FAXED TO THE VERTICAL BRIDGE PROJECT MANAGER.
2.05 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28
DAYS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST REVISION TO
ACI-318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
2.06 CONCRETE SHALL HAVE A SLUMP BETWEEN 3" AND 6".
2.07 FIBERS FOR CONCRETE SHALL BE FIBERMESH 650, 100 PERCENT VIRGIN
POLYPROPYLENE FIBRILLATED FIBERS, e3 PATENTED TECHNOLOGY PATENTED
TECHNOLOGY, CONTAINING NO REPROCESSED OLEFIN MATERIALS. THE FIBERS
SHALL CONFORM TO ASTM C1116 TYPE III AND MANUFACTURED SPECIFICALLY FOR
THE SECONDARY REINFORCEMENT OF CONCRETE.
2.08 THE FIBERS SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED
MANUFACTURING FACILITY. UNLESS OTHERWISE STATED, FIBERMESH 650
MACRO -SYNTHETIC FIBERS SHALL BE ADDED TO THE CONCRETE AT THE
BATCHING PLANT AT THE RECOMMENDED APPLICATION RATE OF 3 LBS/YD3 AND
MIXED FOR A SUFFICIENT TIME (MINIMUM 5 MINUTES AT FULL MIXING SPEED) TO
ENSURE UNIFORM DISTRIBUTION OF THE FIBERS THROUGHOUT THE CONCRETE.
FIBROUS CONCRETE REINFORCEMENT SHALL BE MANUFACTURED BY FIBERMESH,
4019 INDUSTRY DRIVE, CHATTANOOGA, TN 37416 USA, TEL: [phone],
WEBSITE: WWW.FIBERMESH.COM
2.09 AT THE REQUEST OF THE VERTICAL BRIDGE PROJECT MANAGER, TEST CYLINDERS
SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WITH ASTM C31.
THREE CYLINDERS SHALL BE TAKEN FOR EACH DAY'S CONCRETE PLACEMENT.
CYLINDERS SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REVISION TO
ASTM C39.
2.10 CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4" x 45°
CHAMFER, UNLESS OTHERWISE NOTED.
2.11 CONCRETE FORMWORK IS TO BE STRIPPED WITHIN 48 HOURS. VIBRATION OF THE
CONCRETE MUST ASSURE THAT HONEYCOMBING WILL BE AT A MINIMUM.
MECHANICAL VIBRATION OF ALL CONCRETE IS REQUIRED UNLESS OTHERWISE
DIRECTED BY VERTICAL BRIDGE' PROJECT MANAGER. ABOVE GRADE CONCRETE
IS TO BE RUBBED AND PATCHED TO ASSURE SMOOTH FINISH AT TIME OF FORMS
REMOVAL. CONTRACTOR SHALL PROVIDE A BROOM FINISH ON THE TOP SURFACE
OF THE EQUIPMENT FOUNDATION UNLESS OTHERWISE DIRECTED BY VERTICAL
BRIDGE' PROJECT MANAGER.
2.12 TOPS OF CONCRETE FOUNDATION MUST BE WITHIN 0.02' OF ELEVATION REQUIRED.
2.13 TOP OF FOUNDATION FINISH TO BE LEVEL ± " IN 10'.
2.14 TOP OF FOUNDATION TO HAVE MEDIUM BROOM FINISH.
2.15 CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR
DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON THE
STRUCTURAL DRAWINGS. CONTRACTOR SHALL VERIFY PLACEMENT OF EQUIPMENT
AND LOCATION OF CONDUIT FOR MANUFACTURER'S AND VENDORS
SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION OF ALL
UTILITIES.
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: -DATE: -ISSUED FOR: -BY:-
8
7
6
5
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3
2
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CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
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05/31/22
FOR REVIEW
TDM
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,,%*tS,l UI,s,
♦ x\\ CARS '.
O":OESS/p�.'2 *:
SEAL •.
7' 1 047704 : Z
• z_ .
PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
GENERAL NOTES
-SHEET NUMBER.
N1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2022

K:\TAM_Wireless\140064 — Vertical Bridge\078 — NC-5181 Blue Panther\Drawings\CD\ECar—GB.dwg ---- 08/05/22 8:42 AM by: Tim.Merchant
TOWER SETBACKS TO
PROPERTY LINES (FROM
TOWER CENTER)
NORTHWEST
340'-4"
SOUTHEAST
366'—O"
NORTHEAST
340'—O"
SOUTHWEST
572'-10"
LANDS N/F
DALPHIA ANN MURPHY
PIN 139300260664
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
50' X 50' PREMISES
(±2,500 SQ. FT.) (SEE SHEET C2)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
300' GUYED TOWER (SEE SHEET C13)
•WA_PFO WETLAND AREA
LANDS N/F
ROSETTA L &
MICHAEL F JOHNSON
PIN 139300155712
NOTES:
1. WETLAND AREA (DISTURBED):
WA_PFO WETLAND ACRES = 0.0552
WB_PFO WETLAND ACRES = 0.0515
TOTAL WETLAND AREA = 0.1067
2. INFORMATION BASED ON THE 2022 DELINEATION
REPORT PER EBI CONSULTING.
LANDS N/F
JEANETTE ETVIRE &
DANIEL MILLER
PIN 139300378161
PROPOSED VERTICAL BRIDGE I
DEVELOPMENT, LLC
30' WIDE ACCESS AND UTILITY
EASEMENT
LANDS N/F
LEE LEROY PIERCE
PIN 139300356509
LANDS N/F
LEE CLARETHA
PIN 139300472048
LANDS N/F
SLEEPY CREEK
FARMS INC
PIN 139300461066
EXISTING PROPERTY
LINE (TYP)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
12' WIDE ACCESS ROAD TO
EXISTING DRIVE (±1172' LONG)
(EXISTING UNUSED SANDY PATH
TO BE IMPROVED TO VERTICAL
BRIDGE STANDARDS)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC 20' WIDE
ACCESS AND UTILITY EASEMENT
WB_PFO WETLAND AREA
SURVEY NOTE:
1. VERTICAL BRIDGE DEVELOPMENT, LLC STAFF SHALL COORDINATE WITH
THE PROPERTY OWNER TO OBTAIN THE PROPER EASEMENT AGREEMENTS
TO CONSTRUCT AND MAINTAIN EQUIPMENT IN AND AROUND THE TOWER
COMPOUND.
2. PROPOSED COMPOUND LAYOUT BASED ON SURVEY PROVIDED BY
GEOLINE SURVEYING, INC DATED 02/09/22 AND SITE VISIT ON 5/25/21.
i 1 \ OVERALL PARCEL PLAN
C 1� SCALE: 1 " = 200'
NOiTH/ NORTH /
0
100
200
400
GRAPHIC SCALE: 1" = 200'
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
-PLANS PREPARED BY:
201
Kimleyo
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
Horn
SUITE 150
:REV:=DATE:—ISSUED FOR:=BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER•
,%*tS,l UI,4,,
4.,4N CAR '*
O;•oFESSioy•e/G.:
SEAL ••
77 : 047704 : Z
z. • • , .
..,-6 �•••: c j NEB.••• Jam:
.. •••...••• O .
PROJECT NUMBER.
CKHA
140064078
BY: CHECKED BY
EDRAWN
TDM
TWD
TITLE.
_SHEET
OVERALL PARCEL
PLAN
-SHEET NUMBER
C1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to IOmley—Horn and Associates, Inc.
Copyright IGmley—Horn and Associates, Inc., 2022

TOWER SETBACKS TO
PROPERTY LINES (FROM
TOWER CENTER)
NORTHWEST
340'-4"
SOUTHEAST
366'-0"
NORTHEAST
340'-0"
SOUTHWEST
572'-10"
— PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
100' X 100' PREMISES
(±10,000 SQ. FT.) (SEE SHEET C2)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
300' GUYED TOWER (SEE SHEET C13)
WA_PFO WETLAND
\
ACRES = 0.0552 /
i
WA_PFO WETLAND ACRES = 0.552
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC 30' WIDE
ACCESS AND UTILITY EASEMENT
//
1 /
/// I /
/
SURVEY NOTE:
1. VERTICAL BRIDGE DEVELOPMENT, LLC STAFF SHALL COORDINATE WITH
THE PROPERTY OWNER TO OBTAIN THE PROPER EASEMENT AGREEMENTS
TO CONSTRUCT AND MAINTAIN EQUIPMENT IN AND AROUND THE TOWER
COMPOUND.
2. PROPOSED COMPOUND LAYOUT BASED ON SURVEY PROVIDED BY
GEOLINE SURVEYING, INC DATED 02/09/22 AND SITE VISIT ON 5/25/21.
WB_PFO WETLAND ACRES = 0.0515
TRANSITION FROM 30' WIDE TO
20' WIDE ACCESS AND UTILITY
EASEMENT AT PROPERTY
BOUNDARY
OVERALL SITE PLAN
SCALE: 1" = 100'
NOTES:
1. WETLAND AREA (DISTURBED):
WA_PFO WETLAND ACRES = 0.0552
WB_PFO WETLAND ACRES = 0.0515
TOTAL WETLAND AREA = 0.1067
2. INFORMATION BASED ON THE 2022 DELINEATION
REPORT PER EBI CONSULTING.
0
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
12' WIDE ACCESS ROAD TO
EXISTING DRIVE (±1172' LONG)
(EXISTING UNUSED SANDY PATH
TO BE IMPROVED TO VERTICAL
BRIDGE STANDARDS)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC 20' WIDE
ACCESS AND UTILITY EASEMENT
50
100
200
GRAPHIC SCALE: 1" = 100'
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
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CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER
,,%*tSIl UI,,,
,.4N CAR0 '.
SEAL ••
o • 047704 :
z_ .
PROJECT NUMBER'
CKHA
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BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
OVERALL SITE
PLAN
—SHEET NUMBER.
Cl .1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
9' X 18' VEHICLE PARKING AND
TURN AROUND AREA
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
12' WIDE GRAVEL ACCESS ROAD
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
50' X 50' CHAIN LINK FENCED
COMPOUND W/ 3 STRANDS OF
BARBED WIRE (8' MIN. HEIGHT)
FUTURE CO —LOCATOR —
(TYP OF 3)
PROPOSED VERIZON WIRELESS
10' H—FRAME W/INTEGRATED
LOAD CENTER, DISCONNECT,
TELCO BOX, RRU'S AND RAYCAPS
PROPOSED VERIZON WIRELESS
10' X 4' CONCRETE PAD WITH
EQUIPMENT CABINET
(SEE SHEET C6)
PROPOSED VERTICAL
BRIDGE DEVELOPMENT, LLC
100' X 100' PREMISES
(±10,000 SQ. FT.)
10' NO SPARK ZONE RADIUS
CENTERED ON FILL VALVE
WITH MANUAL SHUT OFF
PROPOSED VERIZON WIRELESS
8' X 3'-6" CONCRETE PAD
WITH PROPANE TANK
(SEE SHEET C6)
/
fl
_/\
•
PROPOSED 12'
SWING GATE
•x—x
SITE PLAN
SCALE: 1" = 15'
--x-
4'-0"
5'-0"
PROPOSED
MULTIGANG
METER RACK
PROPOSED VERIZON WIRELESS
19' X 25' WITH 6'-6" X 3'-6"
EXTENSION EQUIPMENT AREA
(±497 SQ. FT.) (SEE SHEET C3)
- PROPOSED VERIZON WIRELESS
±40 LF OF 2' WIDE WAVEGUIDE
BRIDGE (8' MIN. CLEARANCE)
(SEE SHEET C12)
PROPOSED VERTICAL BRIDGE
DEVELOPMENT, LLC
300' GUYED TOWER WITH VERIZON
WIRELESS 295' RAD CENTER
(305' TO HIGHEST
APPURTENANCE) (SEE SHEET C13)
TDSGA—PA14
GROUND BAR POST
(SEE NOTE 8)
PROPOSED VERIZON WIRELESS
3'-4Y2' X 9'-4" 50KW PROPANE
GENERATOR ON 8' X 3'-6"
CONCRETE PAD (SEE SHEET C6)
SITE NOTES:
1. VERTICAL BRIDGE STAFF SHALL COORDINATE WITH THE PROPERTY
OWNER AND/OR TOWER OWNER TO OBTAIN THE PROPER EASEMENT
AGREEMENTS TO CONSTRUCT AND MAINTAIN EQUIPMENT IN AND
AROUND THE TOWER COMPOUND.
2. PROPOSED COMPOUND LAYOUT BASED ON SURVEY PROVIDED BY
GEOLINE SURVEYING, INC DATED 02/09/22 AND SITE VISIT ON
5/25/21.
3. CONTRACTOR TO CONFIRM WITH VERIZON CONSTRUCTION MANAGER
THAT THE SHELTER/EQUIPMENT SHOWN HAS BEEN
ORDERED/SCHEDULED FOR DELIVERY TO THIS SITE.
4. THE BASIS OF EQUIPMENT DESIGN INCLUDES ONE (1) RF CABINET,
ONE (1) FUTURE BATTERY CABINET, AND ONE (1) FUTURE EXPANSION
CABINET.
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
AND MODIFYING SCOPE OF WORK TO ACCOMMODATE ANY CHANGES IN
THE EXACT EQUIPMENT PROCURED BY VERIZON WIRELESS. COORDINATE
ANY CHANGES WITH VERIZON WIRELESS CONSTRUCTION MANAGER.
6. ROUTE COAX/FIBER UP TOWER PER STRUCTURAL ANALYSIS BY TOWER
OWNER.
7. TOWER DIMENSIONS SHOWN ON THIS PLAN ARE FOR TOWER CENTER
LOCATION. CONTRACTOR TO OBTAIN COPY OF TOWER ERECTION
DRAWINGS FROM VERTICAL BRIDGE CONSTRUCTION MANAGER PRIOR TO
DRILLING TOWER FOUNDATIONS. CASSIONS AND TOWER SHOWN ON THIS
PLAN ARE ILLUSTRATIVE, SEE DESIGN DRAWING BY OTHERS. DO NOT
SCALE.
8. INSTALL 3J" O.D. GALVANIZED STEEL POST FOR TDSGA—PA14 GROUND
BAR. POST TO EXTEND 78" ABOVE GRADE AND SHALL BE EMBEDDED
IN A 12" 0 CONCRETE FOOTING A MINIMUM OF 36". FOOTING SHALL
EXTEND A MINIMUM OF 42" BELOW GRADE.
9. FASTEN PROPANE TANK SUPPORTS USING SIMPSON STRONG —TIE TITEN
HD CONCRETE ANCHORS. MINIMUM ANCHOR DIAMETER IS " o, MINIMUM
EMBEDMENT IS 2J" AND MINIMUM CLEAR DISTANCE FROM ANCHOR TO
EDGE OF CONCRETE IS 2". INSTALL ANCHOR IN STRICT ACCORDANCE
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.
CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING PAD AND TANK
IF THE ANCHOR REQUIREMENTS LISTED ABOVE CANNOT BE
ACCOMMODATED DUE TO ACTUAL TANK PROCURED. CONTRACTOR MAY
SUBMIT ALTERNATIVE ANCHOR PRODUCT FOR ENGINEER'S APPROVAL.
SUBMITTAL SHALL INCLUDE ANCHOR TECHNICAL DATA AND ICC—ES
AC193 APPROVAL FOR USE WITH CRACKED CONCRETE.
0
7.5
15
30
GRAPHIC SCALE: 1" = 15'
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
=REV: —DATE: —ISSUED FOR: —BY:-
8
7
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05/31/22
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=LICENSER•
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PROJECT NUMBER.
CKHA
140064078
BY: CHECKED BY
CDRAWN
TDM
TWD
TITLE.
_SHEET
SITE PLAN
—SHEET NUMBER.
C2
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

10' NO SPARK ZONE —
RADIUS CENTERED ON
FILL VALVE WITH
MANUAL SHUT OFF
x
2'-3i
7 PROPOSED LESSEE 10' X 4'
3'-4" CONCRETE PAD WITH
EQUIPMENT CABINET
(SEE SHEET C6)
PROPOSED LESSEE 10'
H-FRAME W/INTEGRATED LOAD
CENTER, DISCONNECT, TELCO
BOX, RRU'S AND RAYCAPS
8"
1'-3" 3'-0"
3'-0"
3'-0"
e,
7Tl l
,
1
GPS MOUNTED
ON POST
-� PROPOSED LESSEE 19' X 25'
WITH 6'-6" X 3'-6" EXTENSION \ GENERATOR
EQUIPMENT AREA \ CONDUITS
(±497 SQ. FT.) \ (SEE "E" SHEETS)
PROPOSED LESSEE
8' X 3'-6" CONCRETE PAD
WITH PROPANE TANK
(SEE SHEET C5)
CONDUITS TO BE STUBBED UP AT
GENERATOR STUB UP AREA. EMBED
CONDUITS IN CONCRETE PAD AND STUB UP
6" MINIMUM FROM TOP OF PAD. TERMINATE
WITH MALE FITTING AND THREADED BUSHING.
VOLTAGE STUB -UP AREA (CONTRACTOR
TO CONFIRM STUB UP AREAS WITH
GENERATOR DELIVERED TO SITE.)
EQUIPMENT PAD/ROUTING NOTES:
1. REFER TO THE SITE PLAN FOR EQUIPMENT PAD LOCATION AND ORIENTATION.
2. RUN 2" FLEX TELCO CONDUIT FROM BOTTOM OF TELCO BOX TO SIDE OF RF CABINET WITH
CHASE NIPPLE THROUGH FACTORY KNOCKOUT.
3. RUN (2) 2" FLEX POWER CONDUIT AND (1) 1" ALARM CONDUIT FROM BOTTOM OF ILC TO
SIDE OF RF CABINET WITH CHASE NIPPLES THROUGH FACTORY KNOCKOUTS.
4. RUN 2" FLEX FIBER CONDUIT FROM BOTTOM OF OVP TO SIDE OF RF CABINET WITH CHASE
NIPPLE THROUGH FACTORY KNOCKOUT.
5. RUN (1) 1}c FLEX POWER CONDUIT FOR EVERY (6) RRU CIRCUITS FROM BOTTOM OF OVP TO
SIDE OF RF CABINET WITH CHASE NIPPLE THROUGH FACTORY KNOCKOUT.
6. SUPPORT FLEX CONDUIT ON HORIZONTAL H-FRAME RAILS OR ON VERTICAL SITE STRUT
SNT10 RAILS ADDED TO H-FRAME FOR CONDUIT/CABLE MANAGEMENT.
•
1
RAYCAP'S
(TYP.)
117
RRU'S
(TYP.)
•
TDSGA (TYP.)
3"(SEE "E" SHEETS)
5'-4"
INSTALL LIGHT FIXTURES
ON 60" LONG P1001A
UNISTRUT RAIL
WAVEGUIDE POST
FOUNDATION (TYP.)
HYBRID FIBER
CABLES (TYP.)
6'-2"
NN
PROPOSED
VERIZON WIRELESS
3'-4Y2" X 9'-4"
50KW PROPANE
GENERATOR
•
2'-0"
EQUIPMENT PAD LAYOUT
SCALE: 1 " = 3'
IWAVEGUIDE BRIDGE
PROPOSED VERIZON WIRELESS
3'-432" X 9'-4" 50KW PROPANE
GENERATOR ON 8' X 3'-6"
CONCRETE PAD (SEE SHEET C6)
f
1
•
7'-6"
7. RUN HYBRID CABLE FOR TOWER MOUNTED RRU'S OVERHEAD ON TRAPEZE SUSPENDED FROM
WAVE GUIDE BRIDGE. SWEEP DOWN ONTO H-FRAME RAILS, THEN LOOP UNDER OVP AND
CONNECT TO BOTTOM OF OVP. ATTACH GROUND KITS TO HYBRID CABLE BEFORE LOOPING
UNDER OVP, AND BOND TO TDSGA GROUND BAR AT BASE OF H-FRAME.
8. RUN COAX CABLE FOR GROUND MOUNTED RRU'S (IF USED) OVERHEAD ON TRAPEZE
SUSPENDED FROM WAVE GUIDE BRIDGE. TERMINATE COAX ON ICE BRIDGE AND TRANSITION
TO JUMPERS JUST BEFORE REACHING H-FRAME. ATTACH GROUND KITS TO COAX CABLE ON
TOWER SIDE OF LAST ICE BRIDGE POST AND BOND TO TDSGA GROUND BAR NEAR TOP OF
POST.
9. GPS ANTENNA TO BE MOUNTED TO STANDARD HEIGHT POST WITH EXTENDED MOUNTING
PIPE, USING COMMSCOPE GPS-U MOUNTING KIT. MOUNT AS NEAR AS PRACTICAL TO RBA84
CABINET.
10. BOLT CABINETS AND GENERATOR TO SLAB USING FASTENERS SPECIFIED BY EQUIPMENT
MANUFACTURER IN FACTORY PROVIDED MOUNTING HOLES.
0
1.5
3
6
GRAPHIC SCALE: 1" = 3'
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PREPARED BY:
_PLANS
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
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PROJECT NUMBER'
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1
TDM
TWD
TITLE.
_SHEET
EQUIPMENT PAD
LAYOUT
—SHEET NUMBER.
C3
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

KEY NOTES - CONDUIT, CONDUCTORS, & MISC
0
0
O
0
O
O
0
0
0
GALVANIZED RIGID STEEL CAP, TYPICAL.
ICE BRIDGE, SEE CIVIL SHEETS FOR ADDITIONAL DETAILS.
3" GALVANIZED RIGID STEEL PIPE, TYPICAL.
1548" X 157(3" GALVANIZED STEEL CHANNEL (UNISTRUT #P1000) WITH PLASTIC END CAP
(UNISTRUT #P2860), TYPICAL.
1" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO LIGHTS/DUPLEX OUTLET.
ONE (1) #2 AWG BARE SOLID TINNED COPPER BONDING CONDUCTOR (BC) FROM
H—FRAME VERTICAL PIPE TO GROUND RING, EXOTHERMIC WELD BOTH ENDS.
1" PVC CONDUIT FOR ROUTING GENERATOR CONTROL AND ALARM SIGNAL CABLES TO
THE GENERATOR.
2" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO THE GENERATOR.
1" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO THE GENERATOR BATTERY
CHARGER AND THE GENERATOR BLOCK HEATER.
TWO (2) 2" PVC TELCO CONDUITS, WITH TWO (2) PULL ROPES EACH.
2" FLEX CONDUIT FOR TELCO CABLES TO RF CABINET. REFER TO ROUTING NOTES ON
EQUIPMENT PAD LAYOUT.
(2) 2" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO RF CABINET. REFER TO
ROUTING NOTES ON EQUIPMENT PAD LAYOUT.
1" PVC CONDUIT FROM INTEGRATED LOAD CENTER (ILC) TO RF CABINET FOR ALARM
SIGNAL CABLE. REFER TO ROUTING NOTES ON EQUIPMENT PAD LAYOUT.
2" PVC CONDUIT FOR ROUTING POWER CONDUCTORS FROM THE DISCONNECT SWITCH
TO THE UTILITY BREAKER IN THE ILC.
3/4" PVC CONDUIT WITH ONE (1) — #2 AWG BARE TINNED COPPER FROM GROUNDING
LUG IN ILC TO GROUND ROD, EXOTHERMIC WELD TO GROUND ROD.
3/4" PVC CONDUIT WITH ONE (1) — #2 AWG BARE TINNED COPPER FROM GROUNDING
LUG IN DISCONNECT SWITCH TO GROUND RING, EXOTHERMIC WELD TO GROUND RING.
2" PVC CONDUIT FOR ROUTING POWER CONDUCTORS FROM THE UTILITY COMPANY
METER TO THE DISCONNECT SWITCH.
1" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO AREA LIGHTS.
GROUND RING (SEE "E" SHEETS).
GROUND ROD, EXOTHERMIC WELD TO GROUND RING (SEE "E" SHEETS).
6" OF #57
STONE MIN.
CONCRETE FOUNDATION FOR H—FRAME VERTICAL PIPE. CONCRETE SHALL HAVE A 28
DAY COMPRESSIVE STRENGTH OF 4,000 PSI. AND INCLUDE FIBERMESH 650.
WB—K210—B15 HORSEHEAD SUPPORT BRACKET (SEE "WAVEGUIDE BRIDGE DETAILS"
SHEET). THRU BOLTS REQUIRED FOR ATTACHMENT IN LIEU OF FACTORY PROVIDED
U—BOLTS.
INSTALL LIGHT FIXTURES ON 60" LONG P1001A UNISTRUT RAIL (SEE "EQUIPMENT PAD
LAYOUT" SHEET). ATTACH P1001A TO H—FRAME POST USING TWO (2) UB3 UNISTRUT
CLAMPS. LIGHTS TO BE INSTALLED 7'-6" ABOVE GRADE.
1" PVC CONDUIT FOR ROUTING POWER CONDUCTORS FROM THE ILC TO THE
EMERGENCY GENERATOR STOP SWITCH.
KEY NOTES - ELECTRICAL EQUIPMENT
0 NEMA 3R ENCLOSURE TELCO BOX WITH REMOVABLE FRONT PANEL, PVC,
(18" X 18" X 6" NOMINAL).
0
0
0
0
0
20 AMP GFCI DUPLEX RECEPTACLE AND TIMER SWITCH, ENERLITES HET06 SERIES (OR
APPROVED EQUIVALENT) IN LOCKABLE NEMA 3R ENCLOSURE, 2 GANG BOX WITH RED
DOT 2CKPM—W COVER.
200 AMP, 120/240 VOLT, INTEGRATED LOAD CENTER WITH 42 SPACE PANEL AND
AUTOMATIC TRANSFER SWITCH (30" X 60" X 10" NOMINAL).
SE RATED, 240 V, 200 AMP, 2—POLE, NON —FUSED DISCONNECT IN NEMA 3R
ENCLOSURE.
CIENA ETHERNET IF REQUIRED (COORDINATE WITH VERIZON CONSTRUCTION MANAGER
FOR ADDITIONAL CONDUIT AND WIRING REQUIREMENTS.
DIPLEXERS "AS NEEDED".
VERIZON RF CABINET —REAR VIEW.
EMERGENCY SHUTOFF SWITCH FOR GENERATOR MOUNTED ON 4" X 7" GALVANIZED
J—BOX COVER PLATE
co
10'-0"
3'-0"
(TYP.)
00 0000 0000000<tch— o
Disconnect
Switch
10'-0"
Ciena Box
FINISH
GRADE
Telco Box
18"x18"x6"
(NOMINAL)
15"x30"x9"
(NOMINAL)
/ / / / /
�� /\/\�/\/\�\\
NOTE: FOR CLARITY PURPOSES, THE FRONT ELEVATION OF THE "H" FRAME
ONLY SHOWS EQUIPMENT AND CONDUIT ASSOCIATED WITH THE FRONT SIDE.
SEE REAR SHEET FOR DETAILS ASSOCIATED WITH EQUIPMENT AND CONDUIT
MOUNTED ON THE REAR SIDE OF THE "H" FRAME.
Integrated Load
Center with
Automatic
Transfer Switch
30"x60"x10"
(NOMINAL)
WELL COMPACTED
FILL MATERIAL
(18" MINIMUM)
EQUIPMENT RACK DETAILS - FRONT
NOT TO SCALE
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
—PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
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PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
EQUIPMENT RACK
DETAIL - FRONT
—SHEET NUMBER.
C4
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

3'-0"
(TYP.)
1>; s=
p0000002_ — J0 0
op000popoo 000000000000000
000000000000000000000
0000000
10'-0"
op=0=0=0oC
o po0o0oC
o po0o0oC
opo0o0o0oC
EQUIPMENT RACK DETAILS - REAR
NOT TO SCALE
0 0 0 0 0 R 0 0 0 0 0
moo
moo
6" OF #57
STONE MIN.
WELL COMPACTED
FILL MATERIAL
(18" MINIMUM)
FINISH
GRADE
KEY NOTES - CONDUIT, CONDUCTORS, & MISC
O
O
O
GALVANIZED RIGID STEEL CAP, TYPICAL.
ICE BRIDGE, SEE CIVIL SHEETS FOR ADDITIONAL DETAILS.
3" GALVANIZED RIGID STEEL PIPE, TYPICAL.
1 " X 136" GALVANIZED STEEL CHANNEL (UNISTRUT #P1000) WITH
PLASTIC END CAP (UNISTRUT #P2860), TYPICAL.
WB—K210—B15 HORSEHEAD SUPPORT BRACKET (SEE "WAVEGUIDE
BRIDGE DETAILS" SHEET). THRU BOLTS REQUIRED FOR ATTACHMENT IN
LIEU OF FACTORY PROVIDED U—BOLTS.
ICE BRIDGE RUNNING TOWARDS TOWER (SEE "EQUIPMENT PAD
LAYOUT" SHEET).
COAX JUMPER CABLES INTO BOTTOM OF RRU'S, TYPICAL.
HYBRID CABLES RUNNING INTO BOTTOM OF RAYCAPS, TYPICAL
(SEE NOTE 7 ON "EQUIPMENT PAD LAYOUT" SHEET).
1Y2" POWER FLEX CONDUIT RUNNING FROM BOTTOM OF RAYCAPS TO
CABINET, TYPICAL (SEE "EQUIPMENT PAD LAYOUT" SHEET).
2" FIBER FLEX CONDUIT RUNNING FROM BOTTOM OF RAYCAPS TO
CABINET, TYPICAL (SEE "EQUIPMENT PAD LAYOUT" SHEET).
FIBER/POWER JUMPER TO RRU (TYP. FOR EACH RRU).
KEY NOTES - ELECTRICAL EQUIPMENT
O
O
O
VERIZON RF RRU'S (MODEL, QUANTITY OF, AND CONFIGURATION
DETERMINED BY RF DESIGN).
VERIZON RAYCAPS (MODEL, QUANTITY OF, AND CONFIGURATION
DETERMINED BY RF DESIGN).
VERIZON RF CABINET —FRONT VIEW.
FUTURE VERIZON RAYCAPS.
NOTE: FOR CLARITY PURPOSES, THE REAR ELEVATION OF THE "H" FRAME
ONLY SHOWS EQUIPMENT AND CONDUIT ASSOCIATED WITH THE REAR SIDE.
SEE FRONT SHEET FOR DETAILS ASSOCIATED WITH EQUIPMENT AND
CONDUIT MOUNTED ON THE FRONT SIDE OF THE "H" FRAME
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
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1
TDM
TWD
TITLE.
_SHEET
EQUIPMENT RACK
DETAIL - REAR
—SHEET NUMBER.
C5
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

CONCRETE PAD SCHEDULE
PAD TYPE
"L"
"W"
"D"
REINFORCEMENT
EQUIPMENT PAD
10'-0"
4'-0"
6"
SEE DETAIL 2/C6
GENERATOR PAD
8'-0"
3'-6"
6"
SEE DETAIL 2/C6
PROPANE TANK PAD
8'-0"
3'-6"
6"
SEE DETAIL 2/C6
FINISH
GRADE
#57 STONE MATCH
EXISTING DEPTH
WITHIN COMPOUND
CONCRETE PAD PLAN
NOT TO SCALE
"SEE PLAN"
MEDIUM BROOM FINISH,
FINISH TO BE LEVEL ±) "
/\ /\//A�
WELL COMPACTED FILL
MATERIAL (18" MINIMUM)
\\\\ \\\UILD UP BACKFILL
2" IN AREA OF SLAB
6" THICK CONCRETE SLAB
WITH FIBERMESH 650
CONCRETE PAD FOUNDATION SECTION
NOT TO SCALE
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
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140064078
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1
TDM
TWD
TITLE.
_SHEET
CONCRETE PAD
FOUNDATION
DETAILS
—SHEET NUMBER.
C6
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

FENCE NOTES:
1. USE 3,000—PSI CONCRETE, FULLY
CONSOLIDATED AROUND THE POST.
2. WHERE THE POST IS SET IN ROCK OR
CONCRETE, CORE A HOLE 12" DEEP AND
1" LARGER IN DIAMETER THAN THE POST.
SET THE POST AND GROUT IN PLACE
USING NON —SHRINK GROUT.
ALL POSTS MUST BE PLUMB AND ALIGNED
WITH ONE ANOTHER IN BOTH HORIZONTAL
AND VERTICAL PLANES.
CORNERS AND GATEPOSTS FOR CHAIN
LINK FENCES SHALL EXTEND ABOVE THE
TOP STRAND OF BARBED WIRE TO
PROVIDE TENSIONING FOR THE BARBED
WIRE.
PROVIDE MIDRAILS AND BRACING AT ALL
CORNER POSTS WHERE THE FENCE
CHANGES DIRECTION BY MORE THAN 30
DEGREES.
THE GRADE OF THE SITE AND
INSTALLATION OF THE FENCE SHALL
PROVIDE FOR NO MORE THAN A 1" GAP
BETWEEN THE BOTTOM OF THE FENCE
MATERIAL AND FINISH GRADE.
CONTRACTOR SHALL PROVIDE HOLD OPEN
DEVICES FOR ALL GATES AT THE
SPECIFIED OPEN POSITIONS, DRIVEN PIPE
TYPE RECEIVERS ARE NOT AUTHORIZED.
CONTRACTOR SHALL ALSO PROVIDE A
MUSHROOM TYPE RECEIVER AT THE CLOSE
POSITION.
" STEEL TRUSS ROD
AND TRUSS ROD
TIGHTENER AT ALL
CORNERS (TYP.)
PROPOSED'
GATE STOP
HOLDER
(TYP OF 2)
INSTALL MUSHROOM STOP
WITH SLOT PARALLEL TO
CLOSED GATES
3 STRANDS OF 12 GA.
GALV. BARBED WIRE WITH
4—POINT BARBS
CONTRACTOR TO
PROVIDE STYMIE
LOCK OR APPROVED
EQUIVALENT
COMMERCIAL
FABRICATED
1.90" 0.D.
GATE FRAME 10"
(TYP.)
6" OF #57 STONE
(TO LIMIT OF DISTURBANCE)
MIRAFI 500X (TO LIMIT
OF DISTURBANCE)
COMPACT SUBGRADE AND
SURFACING TO PRODUCE
AN UNYIELDING SURFACE
3—WIRE 45° BARBED WIRE
ARM W/ 3—STRANDS OF
BARBED WIRE (TYP.)
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
27/8" 0.D. STANDARD
GALV. CORNER AND
GATE POST
STEEL GALV.
TENSION BAR
15/6" 0.D. STANDARD
GALV. RAIL AND
BRACE PIPE (TYP.)
7 GA. GALV.
TENSION WIRE
TENSION / BRACE
BAND (TYP.)
FINISH GRADE
CHAIN LINK
FENCE FABRIC
LINE POST
8'-0" 0.C.
MAX.
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
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CKHA
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DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
FENCE, GATE, AND
COMPOUND
DETAILS
—SHEET NUMBER
C7
Copyright Kimley—Hom and Associates, Inc., 2022

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 8,631t SQ. FT. (0.2
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER. IF DURING THE BID
WALK OR CONSTRUCTION IT IS
DETERMINED THAT MORE THAN (1) ACRE
OF LAND IS TO BE DISTURBED FOR
CONSTRUCTION AN EROSION AND
SEDIMENTATION CONTROL PLAN MUST BE
FILED 30 DAYS PRIOR TO
CONSTRUCTION.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C9.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD
TPF
TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
4-4
i
4-17
i
i
4-17
Cut/Fill Summary
Name Cut Factor Fill Factor 2d Area
Cut
Fill Net
X
-
zEG vs FG 1.00
1.15 0.47acres 28.25 Cu. Yd. 255.34 Cu. Yd. 227.10 Cu. Yd.AFill>
Totals 0.47acres 28.25 Cu. Yd. 255.34 Cu. Yd. 227.10 Cu. Yd.AFill>
eez
Em
i
7\ \
/ (69.25
J6a �
61
66 "
65
211775r---
\
WA_PFO WETLAND AREA
765
ME)
68.00 ME)
455
i
du
du
AG
dm
PROPOSED VERTICAL BRIDGE 28.5' LF
OF CLASS V 18" RCP
INV. N: = 62.75'
INV. S: = 62.65'
4, 4,
IIIIIIIIIIII'4' Ih1Iiii 11
W
Clan
65.25)
i
de-
7-43
66.54 ME
AREA OF LOD THAT
IMPACTS WETLAND
4,466t SQ. FT. (0.10 ACRES)
AREA OF STREAM LOCATED
WITHIN LOD THAT
IMPACTS WETLAND
180t SQ. FT. (0.004 ACRES)
/ /
7 Gm
/ / 6'.
/ /
7 /
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 50'
0
25
i
50
i
100
GRAPHIC SCALE: 1" = 50'
3NI-1HO±VW
m
m
co
2
m
m
n
co
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley»
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
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PROJECT NUMBER.
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
GRADING AND
EROSION
CONTROL PLAN
—SHEET NUMBER.
C8
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2022

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 8,631± SQ. FT. (0.2
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER. IF DURING THE BID
WALK OR CONSTRUCTION IT IS
DETERMINED THAT MORE THAN (1) ACRE
OF LAND IS TO BE DISTURBED FOR
CONSTRUCTION AN EROSION AND
SEDIMENTATION CONTROL PLAN MUST BE
FILED 30 DAYS PRIOR TO
CONSTRUCTION.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE —WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C9.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD
TPF
TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
MATCHLINE
001 —
65.36 ME
- /
WB_PFO WETLAND AREA
AREA OF LOD THAT
IMPACTS WETLAND
1,281± SQ. FT. (0.03 ACRES)
(63.25 ME
63.63 ME)
WB_PFO WETLAND AREA
AREA OF LOD THAT
IMPACTS WETLAND
1,692± SQ. FT. (0.04 ACRES)
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 50'
\-0
NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 8,631± SQ. FT. (0.2
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER. IF DURING THE BID
WALK OR CONSTRUCTION IT IS
DETERMINED THAT MORE THAN (1) ACRE
OF LAND IS TO BE DISTURBED FOR
CONSTRUCTION AN EROSION AND
SEDIMENTATION CONTROL PLAN MUST BE
FILED 30 DAYS PRIOR TO
CONSTRUCTION.
0
25
50
100
GRAPHIC SCALE: 1" = 50'
3NI1HO±VVJ
Z'80 133HS 33S
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER•
,,%*tSIl UI,,,
♦.4N CARS '.
♦ ^ e..eeeeee < / �.0
O .O ESS/o�..2 .:
;
SEAL •.
:77 1 047704 : Z
PROJECT NUMBER.
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
GRADING AND
EROSION
CONTROL PLAN
—SHEET NUMBER.
C8.1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

NOTE:
CURRENT DESIGN ANTICIPATES
APPROXIMATELY 8,631± SQ. FT. (0.2
ACRES) OF CLEARING AND GRADING FOR
THE PROPOSED PROJECT. IF ADDITIONAL
CLEARING IS REQUIRED BEYOND WHAT IS
SHOWN IN THE PLANS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR
PROJECT MANAGER. IF DURING THE BID
WALK OR CONSTRUCTION IT IS
DETERMINED THAT MORE THAN (1) ACRE
OF LAND IS TO BE DISTURBED FOR
CONSTRUCTION AN EROSION AND
SEDIMENTATION CONTROL PLAN MUST BE
FILED 30 DAYS PRIOR TO
CONSTRUCTION.
GRADING NOTES:
1. THE CONTRACTOR SHALL CLEAR AND GRUB
THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE
PROJECT GEOTECHNICAL ENGINEERS
SPECIFICATIONS. FILL MATERIAL SHALL BE
APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT.
2. ALL PROPOSED CONTOURS AND SPOT
ELEVATIONS REFLECT FINISHED GRADES.
3. CONTRACTOR SHALL BLEND EARTHWORK
SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4. PORTIONS OF THE SITE NOT SPECIFICALLY
MENTIONED WITHIN THE GEOTECHNICAL
REPORT SHALL BE COMPACTED TO 95
PERCENT OF THE MATERIALS MAXIMUM DRY
DENSITY WITHIN 3 PERCENT OF OPTIMUM
MOISTURE CONTENT.
5. FILL SHALL BE PLACED IN MAXIMUM 8
INCH LOOSE LIFTS.
6. UNDISTURBED AREAS WITHIN 30'
INGRESS/EGRESS EASEMENT NOT NEEDED
FOR UTILITY ROUTING TO BE LEFT
UNDISTURBED.
7. GROUND WATER SHOULD BE REASONABLY
EXPECTED. ANY DE -WATERING OR
MOISTURE CONDITIONING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND
SHOULD BE INCLUDED IN THE CONTRACT
PRICE.
8. SEED ALL DISTURBED AREAS NOT TOPPED
WITH GRAVEL PER SEEDING SCHEDULE ON
DETAIL ON SHEET C9.
9. MAXIMUM CUT SLOPE = 2H:1V UNLESS
OTHERWISE NOTED.
10. MAXIMUM FILL SLOPE = 3H:1V UNLESS
OTHERWISE NOTED.
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
LOD/SILT FENCE — — LOD
TPF
TPF TPF
EXISTING SPOT ELEVATION x XXX
PROPOSED SPOT ELEVATION • XXX
SEE SHEET C8.1
jj
CONSTRUCTION DETAIL
(SEE SHEET C10)
0
61 ♦�
GRADING & EROSION CONTROL PLAN
SCALE: 1" = 50'
0
25
50
100
GRAPHIC SCALE: 1" = 50'
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
=REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER•
,,%*tSIl UI,,,
♦.4N CARS '.
O�:OESS/p..•2 *,
SEAL •.
:77 1 047704 : Z
PROJECT NUMBER'
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
GRADING AND
EROSION
CONTROL PLAN
—SHEET NUMBER.
C8.2
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

66
PROPOSED 12' WIDE
GRAVEL ACCESS DRIVE
66
64
INV S:
65.50
65.25
PROPOSED
GRADE
A
PROPOSED VERTICAL
28.5' LF OF CLASS
INV N:62.75
BRIDGE
V 18" RCP
64
•
62
62.65
•
EXISTING
GRADE
62
60
62.25
ME
60
A -A
C8.3
72
SECTION A -A
SCALE: 1"=10' H, 1"= 2' V
SCALE BASED ON 11"x17" ONLY
72
70
EXISTING
GRADE
68
69.98
69.14
69.18
69.14
CL OF SWALE
PROPOSED
GRADE
70
68
B-B
C8.3
SECTION B-B
SCALE: 1"=10' H, 1"=2'V
SCALE BASED ON 11 "x17" ONLY
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
—PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 33602
[phone]
Horn
SURE 150
=REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER
,,%*tS,l UI,�,
♦.�N C A R 0 ..•
0 ••,SS/p�.•2 ••
:
SEAL •.
7' 1 047704 : Z
.off, •........ o .
4.
PROJECT NUMBER*
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
GRADING AND
EROSION
CONTROL PLAN
—SHEET NUMBER.
C8.3
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

HEIGHT:
MAX. 3'
MIN. 2'
EROSION CONTROL NOTES:
EROSION CONTROLS SHALL BE INSTALLED
PRIOR TO CONSTRUCTION AND SHALL BE
ADEQUATE TO MAINTAIN SEDIMENT ON
SITE.
2. ALL EXCAVATED SOILS NOT NEEDED ON
SITE FOR BACKFILL OPERATIONS SHALL
BECOME PROPERTY OF THE CONTRACTOR
AND SHALL BE TAKEN OFF SITE AND
LEGALLY DISPOSED OF.
3. SOIL REMAINING ON SITE SHALL HAVE SILT
FENCE TIGHTLY PLACED AROUND THE
ENTIRE CIRCUMFERENCE OF THE PILE.
4. PROVIDE EROSION CONTROLS AS
NECESSARY TO PREVENT EXISTING SOILS
FROM DRAINING OFF SITE OR INTO
EXISTING DRAINAGE STRUCTURES.
5. ERECTION OF EROSION CONTROLS SHALL
BE IN ACCORDANCE WITH STATE AND
LOCAL EROSION CONTROL REGULATIONS.
u
STEEL POSTS
MAX. 8' 0.C.
WIRE FENCE ("HOG WIRE")
FILTER FABRIC
BOTTOM OF WIRE FENCE
AND FILTER FABRIC BURIED
6" IN EXCAVATED TRENCH
SECTION
STEEL POST DRIVEN
18" INTO GROUND
SEDIMENT FENCE (SILT FENCE)
NOT TO SCALE
SEEDING SCHEDULE FOR WINTER / SPRING
CONSTRUCTION ACTIVITIES
SEEDING MIXTURE
Species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
SEEDING DATES
Mountains-- Above 2500 ft:
Below 2500 ft.:
Piedmont --Jan. 1 — May 1
Coastal Plain --Dec. 1 — Apr. 15
Feb 15 — May 15
feb. 1 — May 1
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
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.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
WEATHERPROOF SIGN (AS SHOWN
ABOVE): SEE NOTES BELOW FOR
CONSTRUCTION AND SPACING DATA.
5'—O" 0.C. MAXIMUM
SEEDING SCHEDULE FOR SUMMER
CONSTRUCTION ACTIVITIES
SEEDING MIXTURE
Species Rate (lb/acre)
Common Bermudagrass 40-80 (1-2 Ib/1,000 sq.ft.)
SEEDING DATES
Coastal Plain --Apr. 1 — July
Piedmont --Apr. 15 — June 30
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply 3,000
lb/acre ground agricultural limestone and 500 lb/acre 10-10-10
fertilizer.
MULCH
Use jute, excelsior matting, or other effective channel lining
material to cover the bottom of channels and ditches. The lining
should extend above the highest calculated depth of flow. On
channel side slopes above this height, and in drainages not
requiring temporary lining, apply 4,000 lb/acre grain straw and
anchor straw by stapling netting over the top.
MAINTENANCE
A minimum of 3 weeks is required for establishment. Inspect and
repair mulch frequently. Refertilize the following Apr. with 50
lb/acre nitrogen.
POST MAY BE EITHER 4"
DIAMETER PINE, 2" DIAMETER
OAK, OR 1.33 Ib/LF STEEL
ORANGE, UV RESISTANT,
HIGH —TENSILE STRENGTH,
POLY BARRICADE FABRIC
�■ •• TREEARBOLES PROTECTION —NO AREA
■� ■■■■ DO NOT ENTER ,■■■
m.
■■I ■■■■ ZONA DE PROTECCION '■■■
PARA
■■I ■■■■■■■■■I ■■■■■■■■■
■■I ■■■■■■■■■I MM..■■I ■■■■■■■■■I MM..MI■■■■■■■■■I M■••■•••
SUBGRADE'
z
NOTES
INSTALL TREE PROTECTION FENCE AND SIGNAGE PRIOR TO
CALLING FOR SITE INSPECTION. MAINTAIN TREE PROTECTION
FENCE THROUGHOUT DURATION OF PROJECT. ADDITIONAL
SIGNS MAY BE REQUIRED BASED ON ACTUAL FIELD CONDITIONS.
TREE PROTECTION FENCE
NOT TO SCALE
SIGN
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER
,,%*tS,l UI,s,
♦.�N CARS '.
SEAL ••
7' 1 047704 : Z
PROJECT NUMBER.
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
GRADING AND
EROSION
CONTROL DETAILS
—SHEET NUMBER.
C9
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

EXISTING ROADWAY
50' MIN., BUT SUFFICIENT
TO KEEP SEDIMENT ON SITE
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
PLAN
i
12' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS GREATER.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS
NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE,
THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO
THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN
THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE
PERSON AS INDICATED ON THE FINANCIAL RESPONSIBILITY
FORM.
EXISTING ROADWAY
35' MIN.
15' MIN.
NEW CONSTRUCTION
6" MIN.
l
,I I. 12" MIN.
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
NOT TO SCALE
U f
6" BASE OF SURGE STONE OR RAILROAD BALLAST
(2" TO 4" 0 STONE TYP.) (SEE NOTE BELOW)
4" OF CRUSHER RUN/ABC
STONE. CROWN 2% TO DRAIN
GEOTEXTILE FABRIC MIRAFI
500X OR APPROVED EQUAL
-111-111�
COMPACTED SUBGRADE (95% MAX. DRY
DENSITY IN ACCORDANCE WITH ASTM D698)
NOTE:
IF DETERMINED NECESSARY DURING GRADING AND CONSTRUCTION OF THE
ACCESS ROAD BY THE VERIZON WIRELESS PROJECT MANAGER, THE
CONTRACTOR SHALL INSTALL 6" BASE OF SURGE STONE OR RAILROAD
BALLAST (2" TO 4" 0 STONE TYP.)
STANDARD ACCESS ROAD AND TURN -AROUND DETAIL
NOT TO SCALE
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER•
,,%*tS,l UI,s,
♦\.\ CARS ***0
♦ x
�i,
O"..• _SS/o.. ,%� •
SEAL •.
77 1 047704 : Z
• z_ .
PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
ACCESS ROAD
DETAILS
—SHEET NUMBER.
C 1 0
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

verticalbri
SITE NAME: BLUE PANTHER
SITE#: US-NC-5181
FCC TOWER ID #: TO BE LOCATED HERE
OWNED BY: VERTICAL BRIDGE
TELEPHONE: [phone]
W W W. VERT ICALBRIDGE. COM
SALES @ VERTICALBRIDGE. COM
OPERATIONS @VERTICALBRIDGE COM
NO TRESPASSING
VERTICAL BRIDGE - SITE ID SIGN
CAUTION
Beyond this point:
Radio frequency fields at this site may exceed FCC
rules for human exposure.
For your safety, obey all posted signs
and site guidelines for working in radio frequency environments.
In accordance with Federal Commurnanons Gommisslon rules on redo M1equeooy
emissions 47 CFR 1.1307(h)
YELLOW BACKGROUND w/
BLACK LETTERING
YELLOW BACKGROUND w/
BLACK LETTERING
WHITE BACKGROUND w/
BLACK LETTERING
0 RF EXPOSURE CAUTION SIGN
ONOTICED
0 All personnel should have electromagnetic energy (EME) awareness training.
© All personnel entering this site must be authorized.
© Obey all posted signs.
© Assume all antennas are active.
Berafonsmittere workirs.ng on antennas. notify owners and disable appropriate
Maintain minimum 3 feet clearance from all antennas.
© Do not stop in front of antennas.
mUse personal RF monitors while working near antennas.
© Never operate transmitters without shields during normal operation.
Do not operate base station antennas in equipment room.
NOTICE-RFE SIGN
12" HIGH X 18" WIDE
(OPERATIONS PROVIDED)
YELLOW BACKGROUND w/
BLACK LETTERING
SIGNAGE NOTES:
1. SIGNS SHALL BE FABRICATED FROM CORROSION
RESISTANT PRESSED METAL, AND PAINTED WITH LONG
LASTING UV RESISTANT COATINGS.
2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE
MOUNTED TO THE TOWER, GATE, AND FENCE USING A
MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS (AS
UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS
WHERE NECESSARY. BRACKETS SHALL BE OF SIMILAR
METAL AS THE STRUCTURE TO AVOID GALVANIC
CORROSION.
3. ADDITIONAL SITE # AND EMERGENCY CONTACT SIGNS
SHALL BE MOUNTED AT EACH ACCESS ROAD GATE
LEADING TO THE COMPOUND AS WELL AS THE
COMPOUND GATE ITSELF.
4. CARRIER SITE # AND EMERGENCY CONTACT SIGNS
SHALL BE MOUNTED ON THE EQUIPMENT CABINET W/
PERMANENT SET ADHESIVE. TWO SIDED TAPE SHALL BE
UTILIZED AT EACH CORNER ON THE BACKSIDE TO AID
PLACEMENT UNTIL ADHESIVE SETS.
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER
,,%*tS,l UI,s,
♦.�N CAR° '.
O�: of _SS/0 •� 0:
SEAL •• as
:7' ' 047704 : Z
. L
: ••e• Nc (N--`-0� J
*� •........ O
PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
SITE SIGNAGE
DETAILS
—SHEET NUMBER.
C 1 1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Hon, and Associates, Inc. shall be without liability to Kimley—How and Associates, Inc.
Copyright Kimley—How and Associates, Inc., 2022

ow
U
Z_
cc
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0 U
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Ise
NOTE:
SEE DETAIL A
3Y2" O.D. GALVANIZED
STD PIPE WITH CAP
1. ALL MATERIALS FURNISHED BY CONTRACTOR
UNLESS OTHERWISE NOTED.
3)" O.D. STD
GALVANIZED PIPE
WITH CAP SUPPORT BRACKET
GRATED WAVEGUIDE
BRIDGE CHANNEL
0 0 0 0$ 0 0 0 0
0 0 0 030 0 0 0
VERTICAL
TRAPEZE
SECTION
HORIZONTAL CABLE
SUPPORT SECTION
DETAIL A
ANDREW 1 POST WAVEGUIDE BRIDGE
KIT (PART #: WB—K210—B15, OR
APPROVED EQUIVALENT)
WAVEGUIDE BRIDGE DETAIL
NOT TO SCALE
SEE DETAIL B
o W
U
Z .rcZ
cc
w w
I— J
W U
0
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000
Ise
NOTE:
3Y2" O.D. GALVANIZED
STD PIPE WITH CAP
Yz" CROWN
GRADE
1'-6"
3Y2" O.D. STD
GALVANIZED PIPE
WITH CAP
1. ALL MATERIALS FURNISHED BY CONTRACTOR
UNLESS OTHERWISE NOTED.
01441
asr
11.=11=11=
11 11=11=1
.11=11=11.
FIELD DETERMINE
SUPPORT BRACKET
_).
GRATED WAVEGUIDE
BRIDGE CHANNEL
as ,F6r
0 0 0 0$
0 0 0 0
l 0 0 0 0$ 0 0 0 0 l
t o 0 0 0 0 0 0 o l
VERTICAL
TRAPEZE
SECTION
HORIZONTAL CABLE
SUPPORT SECTION
DETAIL B
ANDREW 2 POST WAVEGUIDE BRIDGE
KIT (PART #: WB—K410—B15, OR
APPROVED EQUIVALENT)
WAVEGUIDE BRIDGE DETAIL (ALT DESIGN - 2 PIPE COLUMNS)
NOT TO SCALE
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PREPARED BY:
_PLANS
201
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NORTH
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WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
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1
TDM
TWD
TITLE.
_SHEET
WAVEGUIDE
BRIDGE DETAILS
—SHEET NUMBER.
C12
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

AZIMUTH 280•
(SUB-6)
O
AZIMUTH 280•
(LTE)
AZIMUTH/ 280.
LTE)
8843, 1 PER
SECTOR (TYP.
OF 3)
-s
0. a ,
s0. �C)''
4449, 1 PER
SECTOR (TYP.
OF 3)
PROPOSED
GUYED TOWER
ANTENNA ORIENTATION PLAN
(NOT TO SCALE, FOR ILLUSTRATIVE PURPOSES
ONLY, SEE STRUCTURAL ANALYSIS BY OTHERS
TO CONFIRM ANTENNA MOUNT TYPE)
NOTE:
REFER TO RFDS PROVIDED BY VERIZON.
CONTRACTOR TO CONTACT THE VERIZON WIRELESS
CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION
FOR THE CONSTRUCTION RFDS.
NOTES:
1. ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND/OR OTHERS AND IS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. CONTRACTOR SHALL CONTACT THE VERIZON
WIRELESS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION
FOR ALL DETAILED ANTENNA, AND COAX CABLE INFORMATION.
2. REFER TO STRUCTURAL ANALYSIS BY TOWER OWNER FOR
ANALYSIS OF PROPOSED TOWER.
3. IT IS UNDERSTOOD THAT KIMLEY-HORN MAKES NO
WARRANTY, EITHER EXPRESSED OR IMPLIED, FINDINGS, DESIGNS,
RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL
ADVICE RELATING TO THE STRUCTURAL ADEQUACY OF THE
PROPOSED TOWER OR ATTACHMENT OF ANTENNAS OR OTHER
APPURTENANCES.
NOTE: GENERAL CONTRACTOR TO
INSTALL RAYCAP OVP, NUMBER
AND TYPE PER VERIZON
CONSTRUCTION MANAGER.
BEACON PER FAA REQUIREMENETS.
EXTEND BEACON ABOVE TOP OF ANTENNAS
PER VERIZON WIRELESS REQUIREMENTS.
TOP OF TOWER
EL. 300' A.G.L.
PROPOSED 300'
GUYED TOWER
PROPOSED SIDE MARKER
LIGHTS & MOUNTING PLATE
PER FAA REQUIREMENTS
PROPOSED CHAIN
LINK SECURITY FENCE
A. EXISTING GRADE
(t0' A.G.L.)
TOP OF LIGHTNING ROD
EL. 310' A.G.L.
PROPOSED LESSEE ANTENNAS
EL. 295' A.G.L.
FUTURE ANTENNAS
FUTURE ANTENNAS
PROPOSED LESSEE 10' X 4'
CONCRETE PAD WITH
EQUIPMENT CABINET
GUYED TOWER ELEVATION
NOT TO SCALE
NOTES:
1. ALL PROPOSED ATTACHMENTS TO TOWER BASED ON TOWER DESIGN
DRAWINGS BY OTHERS (SEE GENERAL NOTE 1.07, SHEET N1).
2. THE TOWER ELEVATION SHOWN IS FOR REFERENCE ONLY.
3. COAX/FIBER CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO VERIFY
CORRECT LENGTH IN FIELD AT TIME OF CONSTRUCTION.
4. PROPOSED TOWER WILL BE GALVANIZED STEEL -GRAY IN COLOR.
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION•
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
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NO SIGNATURE
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PROJECT NUMBER.
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140064078
DRAWN BY: CHECKED BY•
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TWD
TITLE.
_SHEET
ANTENNA AND
TOWER ELEVATION
DETAILS
—SHEET NUMBER.
C13
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

4'-0" WIDE MAN GATE
*GATE LOCATION SHOWN
IS CRITICAL FOR GUY
WIRE MAINTENANCE
CONCRETE GUY ANCHOR
FOUNDATION DESIGN TO BE
FINALIZED PENDING RECEIPT
OF TOWER DRAWINGS.
6'-0" HIGH CHAIN GUYED TOWER
LINK FENCE l SUPPORT CABLES
x
X
—CONCRETE FOUNDATION
(DESIGN BY OTHERS)
POINT WHERE GUY
ANCHOR ENTERS
GRADE LEVEL
CONCRETE FOUNDATION
(DESIGN BY OTHERS)
GUY ANCHOR
CORNER POSTS
CONCRETE FOUNDATION
(2000 PSI)
GEOTEXTILE FABRIC AT
SUB GRADE
LINE POSTS FOUNDATION
CONCRETE (2000 PSI)
EXTENT OF GRAVEL
AND FABRIC
BOUNDARY (TYPICAL)
NEW GRAVEL WITH
GEOTEXTILE FABRIC EXTENDED
2'-0" OUTSIDE OF FENCE
LINE (C.F.)
?TO CENTER OF TOWER
PROVIDE SINGLE RUN OF 6' HIGH
CHAIN LINK FENCE. LENGTH AS
REQUIRED TO POINT WHERE THERE
IS 14' VERTICAL CLEARANCE FROM
GUY WIRE TO GRADE
"DANGER - KEEP OUT" SIGN TO BE MOUNTED
ON GATE OF GUY ANCHOR ENCLOSURE.
0. BARBED WIRE NOT REQUIRED FOR GUY ANCHOR FENCE.
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
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GUY ANCHOR
FENCE DETAIL
-SHEET NUMBER.
C14
Copyright Kimley—Hom and Associates, Inc., 2022

KEY NOTES - CONDUIT, CONDUCTORS, & MISC
1" SCHEDULE 40 STEEL PIPE. PIPE MATERIAL TO COMPLY WITH SECTION
403.4.2 OF THE 2018 NORTH CAROLINA FUEL GAS CODE. PIPE SIZED FOR
AN INLET PRESSURE OF 11" IN W.C.I AND A MAXIMUM LENGTH OF 50 LF.
1" POLYETHYLENE PIPE WITH A TRACER WIRE. PIPE MATERIAL TO COMPLY
SECTION 403.6 OF THE 2018 NORTH CAROLINA FUEL GAS CODE. PIPE
SIZED FOR INLET PRESSURE OF 11" IN W.C. AND MAXIMUM LENGTH OF 50
LF. TRACER WIRE SHALL COMPLY WITH SECTION 404.17.3 OF 2018 NORTH
CAROLINA FUEL GAS CODE.
4" SCHEDULE 80 PVC SLEEVE.
CONNECTIONS TO BE MADE WITH FLEXIBLE FITTINGS.
LIQUID PROPANE TANK WITH AN INTEGRAL MANUAL
SHUTOFF VALVE. SIZE AND TYPE PER VERIZON WIRELESS.
TANK SHALL COMPLY WITH ALL REQUIREMENTS OF THE
NFPA AND INTERNATIONAL FUEL GAS CODE.
O
i
•
■
0
KEY NOTES - EQUIPMENT
LIQUID PROPANE TANK WITH AN INTEGRAL MANUAL
SHUTOFF VALVE. SIZE AND TYPE PER VERIZON WIRELESS.
TANK SHALL COMPLY WITH ALL REQUIREMENTS OF THE
NFPA AND INTERNATIONAL FUEL GAS CODE.
FIRST STAGE REGULATOR PER NFPA 58 SECTION 6.8.1.1.
4" PVC CAP.
PROPOSED VALVE, DRIP LEG, SECOND STAGE REGULATOR,
AND FLEXIBLE CONNECTORS. ALL MATERIALS SHALL BE
INSTALLED PER THE 2018 NORTH CAROLINA FUEL GAS CODE.
PROPOSED LP GENERATOR.
0
0
0
D4
ADDITIONAL NOTES
1. UPON COMPLETION OF ASSEMBLY, PIPING SYSTEMS
(INCLUDING HOSE) SHALL BE TESTED AND PROVED FREE
OF LEAKS IN ACCORDANCE WITH SECTION 406 OF THE
2018 NORTH CAROLINA FUEL GAS CODE.
2. GENERATOR SUPPLY LINE UPSTREAM OF SECOND
STAGE REGULATOR SIZED FOR 632 THOUSAND BTU AT
30 FEET MAXIMUM PIPING LENGTH. LINES SIZED PER
TABLES 402.4(28) AND 402.4(35) OF THE 2018 NORTH
CAROLINA FUEL GAS CODE. IF THE INSTALLATION OF
THE SERVICE LINE CANNOT BE MADE WITHIN 30 FEET,
THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR
TO ORDERING MATERIALS TO RECEIVE DIRECTION.
3. COORDINATE ALL ROUTING WITH OTHER TRADES
SHOWN ON CIVIL AND ELECTRICAL DRAWINGS.
4. MINIMUM SEPARATION BETWEEN POINT OF DISCHARGE
OF CONTAINER PRESSURE RELIEF VALVE, VENT OF A
FIXED MAXIMUM LIQUID LEVEL GAUGE ON A CONTAINER,
AND THE CONTAINER FILLING CONNECTION TO EXTERIOR
SOURCES SHALL BE NO LESS THAN FIVE FEET TO ANY
SPARK SOURCE. NOTE THAT THIS SEPARATION IS
DETERMINED BY SECTION 6.26.3 OF THE NFPA AND IS
ONLY VALID IF A MANUAL SHUT OFF VALVE IS
INSTALLED.
•
O
O
12" MIN
MECHANICAL PLAN AND NOTES
NOT TO SCALE
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
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TWD
TITLE.
_SHEET
MECHANICAL PLAN
AND NOTES
—SHEET NUMBER.
M1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

ELECTRICAL NOTES
1.00 CODES, STANDARDS, & SPECIFICATIONS
1.01 IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
MATERIALS AND LABOR RELATED DIRECTLY OR INDIRECTLY TO ALL
ELECTRICAL WORK DOCUMENTED IN THESE DRAWINGS SHALL BE
PROVIDED AND PERFORMED IN CONFORMANCE WITH ALL CURRENT
GOVERNING CODES, STANDARDS, AND PROFESSIONAL STANDARD
OF CARE TO INCLUDE THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS (ASTM), UNDERWRITERS LABORATORY (UL), NATIONAL
ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), AMERICAN
STANDARDS ASSOCIATION (ASA), NATIONAL FIRE PROTECTION
ASSOCIATION (NFPA), AND THE NATIONAL ELECTRICAL CODE (NEC).
1.02 MATERIALS SHALL BE NEW AND SHALL CONFORM TO ALL
APPLICABLE CURRENT GOVERNING STANDARDS ESTABLISHED FOR
EACH ITEM BY ASTM, UL, NEMA, ASA, AND NFPA.
1.03 ALL ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE
STATE, COUNTY, AND MUNICIPAL CODES AND ORDINANCES, AS
WELL AS ALL CURRENT GOVERNING STANDARDS AND PRACTICES
AS REQUIRED BY NEC, NEMA, ANSI, NFPA, UBC, UL, IEEE, AND
THE LOCAL UTILITY COMPANY.
1.04 ALL ELECTRICAL GROUNDING SHALL COMPLY WITH THE CURRENT
EDITION OF THE NEC.
1.05 CONTRACTOR SHALL MAINTAIN UL LISTED FIRE RATINGS AT ALL
WALL PENETRATIONS.
1.06 CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 36" IN
FRONT OF ALL ELECTRICAL EQUIPMENT AS REQUIRED BY NEC.
MINIMUM CLEARANCE SHALL BE OBSERVED FOR BOTH THE FRONT
AND THE REAR OF THE METER H-FRAME RACK AND THE
EQUIPMENT H-FRAME RACK.
2.00 GENERAL
2.01 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND
ASSOCIATED FEES RELATED TO THE PROJECT AND SHALL DELIVER
A COPY OF ALL PERMITS TO THE VERIZON REPRESENTATIVE.
2.02 CONTRACTOR SHALL SCHEDULE AND SHOULD ATTEND ALL
INSPECTIONS REQUIRED BY THE JURISDICTION HAVING AUTHORITY.
2.03 CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS,
ACCESSORIES, ETC., FOR A COMPLETE WORKING ELECTRICAL
INSTALLATION.
2.04 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH
APPLICABLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED
IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY
THE ENGINEER.
2.05 CONTRACTOR SHALL PROTECT ADJACENT EQUIPMENT AND FINISHES
FROM DAMAGE AND SHALL REPAIR TO ORIGINAL CONDITION ANY
ITEMS DAMAGED AS A RESULT OF THE WORK.
2.06 CONTRACTOR SHALL REPAIR ANY LANDSCAPING DISTURBED DURING
CONSTRUCTION.
2.07 IF CONDUIT RUNS HAVE MORE THAN THREE (3) CONSECUTIVE 90
DEGREE TURNS, THE CONTRACTOR SHALL INSTALL PULL BOXES AS
REQUIRED BY NEC.
2.08 CONTRACTOR SHALL INDICATE THE LOCATION OF ALL CAPPED
UNDERGROUND SPARE CONDUIT ON THE RECORD DRAWINGS
SUBMITTED TO THE OWNER.
2.09 CONTRACTOR SHALL COORDINATE EXACT ROUTING OF CONDUIT
WITH OWNER. ALL CONDUIT SHALL BE ROUTED WITHIN 3 FEET,
EITHER SIDE, OF PERIMETER FENCING.
3.00 MATERIALS
3.01 ALL EQUIPMENT AND MATERIALS SHOWN SHALL BE
CONSIDERED NEW UNLESS SPECIFICALLY NOTED OTHERWISE
ON THE DRAWINGS.
3.02 FINAL CONNECTIONS OF EQUIPMENT SHALL BE PER
MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND
INSTRUCTIONS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE
MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT
SUPPLIED BY VERIZON.
3.03 CONTRACTOR SHALL PROVIDE AN UPDATED PANELBOARD
DIRECTORY FOR THE PANEL FROM WHICH THE NEW VERIZON
EQUIPMENT CIRCUIT WILL BE CONNECTED. CONTRACTOR SHALL
SUBMIT UPDATED DIRECTORY IN A PLASTIC COVER TO THE
BUILDING OWNER FOR APPROVAL PRIOR TO INSTALLATION.
3.04 CONTRACTOR SHALL FIELD DETERMINE ACTUAL CONDUIT
ROUTING AND SHALL OBTAIN APPROVAL FROM THE TOWER
OWNER OF THE PROPOSED ROUTING PRIOR TO CONDUIT
INSTALLATION.
3.05 ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION
AND ALL TERMINATIONS SHALL BE RATED FOR AT LEAST 75
DEGREES CELSIUS.
3.06 ALL NEUTRAL CONDUCTORS SHALL HAVE WHITE INSULATION.
ALL GROUND CONDUCTORS SHALL HAVE GREEN INSULATION.
COLOR TAPE IDENTIFICATION OF THESE CONDUCTORS IS NOT
PERMITTED.
3.07 CONTRACTOR SHALL SEAL ALL CONDUITS ENTERING AN
ENCLOSURE WITH CONDUIT SEALANT THAT IS COMPATIBLE
WITH THE INSULATION OF THE CONDUCTORS IN THE CONDUIT.
3.08 CONDUIT RUNS SHALL HAVE A CONTINUOUS DOWNWARD
SLOPE AWAY FROM ALL EQUIPMENT TO PREVENT WATER
INFILTRATION.
3.09 ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS NOTED
OTHERWISE ON THE PLANS. WHEN CONDUIT IS ROUTED
UNDER A ROADWAY, SCHEDULE 80 PVC CONDUIT SHALL BE
UTILIZED. MANUFACTURED BEND RADII SHALL BE PER NEC.
3.10 CONTRACTOR SHALL PROVIDE TWO (2) 200 POUND TEST
POLYETHYLENE PULL CORDS IN ALL CONDUITS AND ALL
INNERDUCTS. PULL CORDS SHALL BE SECURED AT EACH
END OF CONDUIT RUNS. ALL SPARE CONDUIT ENDS SHALL
BE CAPPED WITH MANUFACTURED PVC FITTINGS.
3.11 CONTRACTOR SHALL BOND EACH METALLIC CONDUIT ENTERING
A METALLIC ENCLOSURE WITH A #8 MIN AWG INSULATED
COPPER BONDING JUMPER PER NEC. CONTRACTOR SHALL
BOND ALL ELECTRICAL EQUIPMENT TO THE H-FRAME RACK
ON WHICH EQUIPMENT IS MOUNTED WITH #8 MIN AWG
INSULATED COPPER BONDING JUMPERS PER NEC.
3.12 CONTRACTOR SHALL IDENTIFY THE END OF ALL SPARE
UNDERGROUND CONDUITS AND PROVIDE AND INSTALL 90
DEGREE ELBOWS WITH VERTICAL CONDUIT EXTENSIONS TO
EXTEND 3" ABOVE FINISHED CRUSHED AGGREGATE GRADE.
CONTRACTOR SHALL TERMINATE CONDUITS WITH
MANUFACTURED CONDUIT CAPS THAT THE CONTRACTOR HAS
PAINTED ORANGE.
3.13 CONTRACTOR SHALL PROVIDE AND INSTALL AN ENGRAVED
PHENOLIC PLATE ON THE FRONT OF THE INTEGRATED LOAD
CENTER. THE WORDING ON THE PLATE SHALL READ AS
FOLLOWS: "MAXIMUM DRAW OF ALL RECTIFIERS AND
EQUIPMENT ON THE LOAD CENTER CANNOT EXCEED 50kW.
IF ADDITIONAL POWER IS REQUIRED, THE EXISTING 50kW
GENERATOR MUST BE REPLACED."
4.00 PRE -CONSTRUCTION COORDINATION
4.01 CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND NOTE
EXISTING CONDITIONS THAT MIGHT AFFECT THEIR WORK. ALL
SUCH CONDITIONS SHALL BE REPORTED TO THE ENGINEER
PRIOR TO BID.
4.02 THE CONTRACTOR SHALL PROVIDE A UTILITY LOCATOR AND
SHALL VERIFY THE ACTUAL LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES. ANY
DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
4.03 CONTRACTOR SHALL VERIFY, PRIOR TO ROUGH -IN, THAT SITE
CONDITIONS ALLOW FOR THE PLACEMENT OF THE ELECTRICAL
EQUIPMENT AS SHOWN ON THE PLANS.
4.04 CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRICAL
UTILITY REGARDING THE EXACT LOCATION OF THE
TRANSFORMER, ALL METERING REQUIREMENTS, AND CONDUIT
ROUTING BETWEEN TRANSFORMER AND METER.
4.05 CONTRACTOR SHALL COORDINATE WITH LOCAL TELCO UTILITY
REGARDING THE EXACT LOCATION OF THE TELCO SERVICE
ENTRY POINT.
4.06 CONTRACTOR SHALL COORDINATE WITH AUTHORITY HAVING
JURISDICTION REGARDING LOCAL FROST LINE REQUIREMENTS
FOR RACEWAY MATERIAL SELECTION AND INSTALLATION.
4.07 CONTRACTOR SHALL PERFORM AN ARC FLASH ANALYSIS AT
THE INTEGRATED LOAD CENTER AND PROVIDE ARC FLASH
LABEL PER NEC.
4.08 ALL CIRCUIT BREAKERS AND EQUIPMENT SHALL HAVE A
MINIMUM AIC RATING OF 10,000 AMPS. IF THE RATING OF
THE UTILITY TRANSFORMER PROVIDING THE ELECTRICAL
SERVICE IS GREATER THAN 75 kVA, THE CONTRACTOR SHALL
PERFORM A SHORT CIRCUIT ANALYSIS TO DETERMINE THE
REQUIRED AIC RATING FOR THE CIRCUIT BREAKERS AND
EQUIPMENT. PRIOR TO PURCHASING EQUIPMENT, THE
CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY AND
OBTAIN IN WRITING THE MAXIMUM AVAILABLE FAULT
CURRENT (AFC) AT THE UTILITY SERVICE POINT. PROVIDE
MAX. AFC SIGNAGE AS REQUIRED PER NEC 110.24. THE
CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT,
CIRCUIT BREAKERS, DISCONNECTS, FUSES, AND
PANELBOARDS HAVE A FAULT CURRENT INTERRUPTING
RATING GREATER THAN THE AVAILABLE FAULT CURRENT.
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
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140064078
DRAWN BY: CHECKED BY.
1
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TITLE.
_SHEET
ELECTRICAL
NOTES
-SHEET NUMBER.
El
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2022

J
Fx — x — x — x —x —x—/
/4%7 \
1 H i
\—x—x—x—x—x—x�
PROPOSED 50' X 50' CHAIN LINK
FENCED COMPOUND
x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x
49
UTILITY SERVICE ROUTING PLAN
SCALE: 1" = 10'
PROPOSED 300'
GUYED TOWER
0
5
10
20
GRAPHIC SCALE: 1" = 10'
KEY NOTES - ELECTRICAL EQUIPMENT
• UTILITY METER H—FRAME (SEE DETAIL 1/E4).
• POWER STUB UP (SEE NOTE 4.04 ON SHEET El).
O3 EXISTING LIT FIBER HANDHOLE/PEDESTAL. (CONTRACTOR TO
CONFIRM EXISTENCE AND LOCATION).
TRAFFIC RATED TELCO VAULT LABELED "VZW FIBER".
• (SEE NOTE 4.05 ON SHEET El)
O5 TELCO BOX (SEE SHEET C4).
O6 CIENA UNIT, IF NEEDED (SEE SHEET C4).
O7 INTEGRATED LOAD CENTER (SEE SHEET C4).
O8 VERIZON CONCRETE EQUIPMENT PAD (SEE SHEET C6).
O9 VERIZON CONCRETE GENERATOR PAD (SEE SHEET C6).
10 DISCONNECT SWITCH (SEE SHEET C4).
11 HAZARD LIGHTING CONTROL PANEL (SEE SHEET E4.1).
12 VERTICAL BRIDGE BREAKER PANEL
13 PROPANE TANK (SEE SHEET M1).
KEY NOTES - CONDUIT, CONDUCTORS, & MISC.
A TWO (2) 4" PVC POWER CONDUITS FOR INCOMING SERVICE
A LATERALS FROM LOCAL UTILITY (SEE TRENCH DETAIL 2/E7).
B 2" PVC POWER CONDUIT FROM PROPOSED METER RACK TO
B EQUIPMENT RACK (SEE TRENCH DETAIL 2/E7).
C TWO (2) 2" PVC TELCO CONDUITS, WITH TWO (2) PULL ROPES
C EACH (SEE TRENCH DETAIL 2/E7).
4" PVC BRIDGE FIBER CONDUIT. (IF NO EXISTING LIT FIBER
OD HANDHOLE/PEDESTAL IS PRESENT CONTRACTOR TO PROVIDER A
5' LONG CAPPED STUB BRIDGE CONDUIT).
E TWO (2) 2" PVC CONDUITS FROM RIGHT OF WAY W/TWO (2)
E PULL ROPES (SEE TRENCH DETAIL 2/E7 AND SHEET E3).
F 2" PVC CONDUIT FOR ROUTING POWER CONDUCTOR TO THE
F GENERATOR. (SEE TRENCH DETAIL 2/E7).
1" PVC CONDUIT FOR ROUTING GENERATOR CONTROL AND
OG ALARM SIGNAL CABLES TO THE GENERATOR
(SEE TRENCH DETAIL 2/E7).
1" PVC CONDUIT FOR ROUTING POWER CONDUCTOR TO THE
OH GENERATOR BATTERY CHARGER AND THE GENERATOR BLOCK
HEATER (SEE TRENCH DETAIL 2/E7).
O 1" PVC POWER CONDUIT FROM PROPOSED HAZARD LIGHTING
CONTROL PANEL ON METER RACK TO TOWER LIGHTING.
OK PROPANE SERVICE LINE (SEE SHEET M1).
NOTES:
GENERAL CONTRACTOR IS TO CONFIRM WITH VERIZON CONSTRUCTION
MANAGER WHETHER INSTALLATION OF THE TWO (2) 2" CONDUITS TO
THE RIGHT OF WAY WILL BE PART OF THE INITIAL CONSTRUCTION.
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER.
• 0 •• _SS/p�••2• 0:
SEAL ••
. 040828 :
. ..
:O ••.tiC1NEF:.••p :
0',',. '• N. c . \)',♦♦
PROJECT NUMBER'
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
UTILITY SERVICE
ROUTING PLAN
—SHEET NUMBER.
E2
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

/
// ` . - vertic la bridge
/ \ 700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
, \ TEL. [phone]
/ 0
/ \ O
OyA =PROJECT INFORMATION:
,/ \ SITE NAME:
c' BLUE PANTHER
� SITE No.: US-NC-5181
"7,
�4 PROJECT#: 140064078
\ 6720NC210HW� HARRELLS, NC 28444
© ., O BLADEN COUNTY
\ • yd..%
=PLANS PREPARED BY:
WEI \ ,. Kimle »>Horn
/' �� O C - y 201 NORTH FRANKLIN STREET, SUITE 150
\ TAMPA, FL 33602
/ PHONE [phone]
\ 0-'' _e —0WWW.KIMLEY—HORN.COM
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• --..---,:l.' .......
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©/ . \ .........7.' ' =REV:=DATE:—ISSUED FOR—BY:=
• \ �/ / POWER NOTES: 8
• — — _� 1. CONTRACTOR TO CONTACT ANTHONY RAYNOR 7
a ([e-mail]) (910) 6
m `\ 872-7107, PRIOR TO CONSTRUCTION. 5
o © 2. FOUR COUNTY ELECTRIC MEMBERSHIP 4
CORPORATION TO RUN PRIMARY/SECONDARY
/ CONDUCTOR OVERHEAD TO PROPOSED UTILITY 2 07/20/22 CONSTRUCTION TDM
/ POLE TRANSFORMER PAD AT ENTRANCE TO
/ 1 06/29/22 CONSTRUCTION TDM
/ SITE/OUTSIDE OF FENCE. 0 05/31/22 FOR REVIEW TDM
„
3. CONTRACTOR TO INSTALL CONDUIT FROM METER =LICENSER:
RACK TO PAD—MOUNTED TRANSFORMER.
ed
O OVERALL UTILITY SERVICE ROUTING PLAN LOCATION OF PAD MOUNTED TRANSFORMER TO ,,, CAAFo7'♦
BE COORDINATED WITH FOUR COUNTY ELECTRIC CA/�
w MEMBERSHIP CORPORATION PRIOR TO ��� e.•••••.e
0 CONSTRUCTION. FOUR COUNTY ELECTRIC
=��;•FESS/�•.•�iG♦�
N EI SCALE: 1" = 100' MEMBERSHIP CORPORATION TO PULL SECONDARY ;�- ti9 ;y .
CONDUCTORS THROUGH CONTRACTOR INSTALLED :Q
KEY NOTES - ELECTRICAL EQUIPMENT KEY NOTES -CONDUIT, CONDUCTORS, & MISC. CONDUIT AND MAKE SERVICE CONNECTIONS. .• SEAL
• 040828 •
4. POWER COMPANY TO OBTAIN ANY ADDITIONAL •TWO (2) 2" PVC CONDUIT FOR "VZW FIBER" WITH TWO (2) PULL .C� • F` .
o O1 EXISTING LIT FIBER HANDHOLE/PEDESTAL, IF PRESENT. EASEMENTS. � "••NG I NEB ' �
ROPES. (SEE DETAIL 2/E6); (APPROXIMATELY 1,077± LF); GENERAL ♦�
TRAFFIC RATED TELCO VAULT LABELED "VZW FIBER". (SPACED EVERY O CONTRACTOR TO CONFIRM NEED FOR CONDUITS TO RIGHT OF WAY 5. NO COST ESTIMATE IS AVAILABLE AT THIS TIME. ♦♦#� P`•��
m ® 500', AT MAJOR TRANSITIONS, AND AS NEEDED TO ALLOW DARK AND HANDHOLE AT RIGHT OF WAY WITH VERIZON CONSTRUCTION CONTRACTOR TO CONTACT ANTHONY RAYNOR TO ♦♦♦�N N,���
N
FIBER TO BE PULLED) (SEE NOTE 4.05 ON SHEET El) MANAGER. CONFIRM FINAL COST BEFORE TIME OF ��������
Z PROPOSED UTILITY POLE FURNISHED AND INSTALLED BY FOUR 4" PVC BRIDGE FIBER CONDUIT. (IF NO EXISTING LIT FIBER CONSTRUCTION. [DRAWN
KHA PROJECT NUMBER:
COUNTY ELECTRIC MEMBERSHIP CORPORATION (FOUR COUNTY EMC). ® HANDHOLE/PEDESTAL IS PRESENT CONTRACTOR TO PROVIDER A 5' 140064078
LOCATION OF UTILITY POLE TO BE CONFIRMED PRIOR TO LONG CAPPED STUB BRIDGE CONDUIT).
CONSTRUCTION. BY. CHECKED BY.
EXISTING ONE FIBER HANDHOLE (CONTRACTOR TO CONFIRM EXISTENCE O 4" PVC BRIDGE FIBER CONDUIT. (IF NO EXISTING ONE FIBER TDM TWD
ea
O AND LOCATION HANDHOLE IS PRESENT, BRIDGE CONDUIT WILL BE BY OTHER)
o ) A —SHEET TITLE:
FOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR
PROPOSED PAD—MOUNTED TRANSFORMER FURNISHED AND INSTALLED O OVERHEAD FROM EXISTING UTILITY POLE TO PROPOSED UTILITY POLE. NORTH
® BY FOUR COUNTY EMC. LOCATION OF TRANSFORMER TO BE l OVERALL UTILITY
a CONFIRMED PRIOR TO CONSTRUCTION.
o FOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR ROUTING PLAN
N 6 EXISTING UTILITY POLE FURNISHED AND INSTALLED BY FOUR COUNTY ® UNDERGROUND FROM PROPOSED UTILITY POLE TO PROPOSED
EMC. PAD—MOUNTED TRANSFORMER. 0 50 100 200
FOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR rSHE
ET NUMBER:
I AND CONDUIT UNDERGROUND FROM PROPOSED PAD—MOUNTED GRAPHIC SCALE: 1" = 100'
•i TRANSFORMER TO METER. E3
This document,together with the concepts and designs presented herein,as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates,Inc.shall be without liability to IGmley—Hom and Associates,Inc. Copyright IOmley—Hom and Associates,Inc.,2022

KEY NOTES - ELECTRICAL EQUIPMENT
0
N' 7
EXISTING LIT FIBER HANDHOLE/PEDESTAL, IF PRESENT.
TRAFFIC RATED TELCO VAULT LABELED "VZW FIBER". (SPACED EVERY
500', AT MAJOR TRANSITIONS, AND AS NEEDED TO ALLOW DARK
FIBER TO BE PULLED) (SEE NOTE 4.05 ON SHEET El)
PROPOSED UTILITY POLE FURNISHED AND INSTALLED BY FOUR
COUNTY ELECTRIC MEMBERSHIP CORPORATION (FOUR COUNTY EMC).
LOCATION OF UTILITY POLE TO BE CONFIRMED PRIOR TO
CONSTRUCTION.
EXISTING ONE FIBER HANDHOLE (CONTRACTOR TO CONFIRM EXISTENCE
AND LOCATION).
PROPOSED PAD -MOUNTED TRANSFORMER FURNISHED AND INSTALLED
BY FOUR COUNTY EMC. LOCATION OF TRANSFORMER TO BE
CONFIRMED PRIOR TO CONSTRUCTION.
EXISTING UTILITY POLE FURNISHED AND INSTALLED BY FOUR COUNTY
EMC.
•
LIGE
\I/
OVERALL UTILITY SERVICE ROUTING PLAN
FO
SCALE: 1" = 15'
KEY NOTES - CONDUIT, CONDUCTORS, & MISC.
TWO (2) 2" PVC CONDUIT FOR "VZW FIBER" WITH TWO (2) PULL
ROPES. (SEE DETAIL 2/E6); (APPROXIMATELY 1,126± LF); GENERAL
O CONTRACTOR TO CONFIRM NEED FOR CONDUITS TO RIGHT OF WAY
AND HANDHOLE AT RIGHT OF WAY WITH VERIZON CONSTRUCTION
MANAGER.
4" PVC BRIDGE FIBER CONDUIT. (IF NO EXISTING LIT FIBER
® HANDHOLE/PEDESTAL IS PRESENT CONTRACTOR TO PROVIDER A 5'
LONG CAPPED STUB BRIDGE CONDUIT).
O4" PVC BRIDGE FIBER CONDUIT. (IF NO EXISTING ONE FIBER
HANDHOLE IS PRESENT, BRIDGE CONDUIT WILL BE BY OTHER)
OFOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR
OVERHEAD FROM EXISTING UTILITY POLE TO PROPOSED UTILITY POLE.
FOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR
OE UNDERGROUND FROM PROPOSED UTILITY POLE TO PROPOSED
PAD -MOUNTED TRANSFORMER.
FOUR COUNTY EMC TO FURNISH AND INSTALL PRIMARY CONDUCTOR
OF AND CONDUIT UNDERGROUND FROM PROPOSED PAD -MOUNTED
TRANSFORMER TO METER.
LIGE
FO
\ I /
POWER NOTES:
1. CONTRACTOR TO CONTACT ANTHONY RAYNOR
(ANTHONYRAYNOR©FOURCTY.ORG) (910)
872-7107, PRIOR TO CONSTRUCTION.
2. FOUR COUNTY ELECTRIC MEMBERSHIP
CORPORATION TO RUN PRIMARY/SECONDARY
CONDUCTOR OVERHEAD TO PROPOSED UTILITY
POLE/TRANSFORMER PAD AT ENTRANCE TO
SITE/OUTSIDE OF FENCE.
3. CONTRACTOR TO INSTALL CONDUIT FROM METER
RACK TO PAD -MOUNTED TRANSFORMER.
LOCATION OF PAD -MOUNTED TRANSFORMER TO
BE COORDINATED WITH FOUR COUNTY ELECTRIC
MEMBERSHIP CORPORATION PRIOR TO
CONSTRUCTION. FOUR COUNTY ELECTRIC
MEMBERSHIP CORPORATION TO PULL SECONDARY
CONDUCTORS THROUGH CONTRACTOR INSTALLED
CONDUIT AND MAKE SERVICE CONNECTIONS.
4. POWER COMPANY TO OBTAIN ANY ADDITIONAL
EASEMENTS.
—L5. NO COST ESTIMATE IS AVAILABLE AT THIS TIME.
CONTRACTOR TO CONTACT ANTHONY RAYNOR TO
CONFIRM FINAL COST BEFORE TIME OF
CONSTRUCTION.
FO
0
7.5
FO
\ NORTH
15
30
GRAPHIC SCALE: 1" = 15'
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
SURE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER.
• O�:oESS/p�•'2 0:
SEAL ••
• 040828 :
. .•
',. 'N. � . \)',,♦
PROJECT NUMBER'
CKHA
140064078
BY: CHECKED BY.
CDRAWN
TDM
TWD
TITLE.
_SHEET
ENLARGED UTILITY
ROUTING PLAN
-SHEET NUMBER.
E3.1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

8'-0"
to
•
O 14
/
8'-0"
Tenant
Meters
O
0
0
\/ \/\
44
/\/\\\ \\/\/
6" OF #57
STONE MIN.
WELL
COMPACTED
FILL MATERIAL
(18" MINIMUM)
\//
/\ / \\\\\\ .\\\\\\/
1'-6"
METER RACK DETAILS - FRONT
NOT TO SCALE
FINISH
GRADE
KEY NOTES - CONDUIT, CONDUCTORS, & MISC
GALVANIZED RIGID STEEL CAP, TYPICAL.
3" GALVANIZED RIGID STEEL PIPE, TYPICAL.
1%" x 1%" GALVANIZED STEEL CHANNEL (UNISTRUT #P1000 OR APPROVED EQUIVALENT) WITH
PLASTIC END CAP (UNISTRUT #P2860), TYPICAL.
ONE (1) #2 AWG BARE SOLID TINNED COPPER BONDING CONDUCTORS (BC) FROM H—FRAME
VERTICAL PIPE TO GROUND RING, EXOTHERMIC WELD BOTH ENDS.
4" PVC CONDUIT FOR INCOMING SERVICE LATERALS FROM LOCAL UTILITY, TYPICAL OF 2.
KEYNOTE NOT USED.
2" PVC CONDUIT FOR ROUTING FEEDERS TO NON —FUSED DISCONNECT SWITCH.
%" PVC CONDUIT WITH ONE (1) — 2/0 BARE STRANDED TINNED COPPER GROUNDING
ELECTRODE CONDUCTOR (GEC) FROM GROUNDING LUG TO GROUND ROD, EXOTHERMIC
WELD GEC TO GROUND ROD.
GROUND RING (SEE "E" SHEETS).
GROUND ROD, EXOTHERMIC WELD TO GROUND RING. (SEE "E" SHEETS).
CONCRETE FOUNDATION FOR H—FRAME VERTICAL PIPE. CONCRETE SHALL HAVE A 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI. AND INCLUDE FIBERMESH 650-3E.
KEY NOTES - ELECTRICAL EQUIPMENT
200 AMP METER SOCKET IN NEMA 3R ENCLOSURE, TYPICAL OF 4. ONLY TOP SOCKET WILL
RECEIVE METER UNDER THIS CONTRACT.
800 AMP, 22KAIC, 4 GANG, SERVICE ENTRANCE RATED METER CENTER IN NEMA 3R ENCLOSURE.
BOND TO RACK PER NEC.
200 AMP, 2 POLE (22KAIC) DISCONNECT CIRCUIT BREAKER FOR TOP METER ONLY. CONTRACTOR
SHALL MOUNT THE METER CENTER SUCH THAT THE TOP CIRCUIT BREAKER IS NO MORE THAN 6'
ABOVE GRADE.
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
-PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
LICENSER
*01,, ....1•••
• 0 •• SS/o�••�':
SEAL ••
• 040828 :
• • •
e
PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
METER RACK
DETAILS - FRONT
-SHEET NUMBER.
E4
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

8'-0"
O 0=0=0
8'-0"
00000000000000000000000000000000000000pop 0pop 00000
l000000
0000000000
0000000000
000000opo
O 00000 000000opopo
1
1'-6"
no
/\/
HAZARD
LIGHTING
CONTROL
PANEL
o=O()0o0o0=
LGT PANEL
0=0=00 01=0=0=0=0=0=0=0=0=0o° =,=000000
\\opnr
\%\i
/
NOTE: FOR CLARITY PURPOSES, THE REAR
ELEVATION OF THE "H" FRAME ONLY SHOWS
EQUIPMENT AND CONDUIT ASSOCIATED WITH THE
REAR SIDE. SEE SHEET E4 FOR DETAILS
ASSOCIATED WITH EQUIPMENT AND CONDUIT
MOUNTED ON THE FRONT SIDE OF THE "H" FRAME.
METER RACK DETAILS - REAR
NOT TO SCALE
KEY NOTES - CONDUIT, CONDUCTORS, & MISC
GALVANIZED RIGID STEEL CAP, TYPICAL.
3" GALVANIZED RIGID STEEL PIPE, TYPICAL.
1%" x 15/s GALVANIZED STEEL CHANNEL (UNISTRUT #P1000 OR APPROVED EQUIVALENT) WITH
PLASTIC END CAP (UNISTRUT #P2860), TYPICAL.
ONE (1) #2 AWG BARE SOLID TINNED COPPER BONDING CONDUCTORS (BC) FROM H-FRAME
VERTICAL PIPE TO GROUND RING, EXOTHERMIC WELD BOTH ENDS.
1Y2" PVC POWER CONDUIT FROM METER.
FLASH HEAD CABLE.
2Y2" FLASH HEAD CABLE PROTECTION CONDUIT (MIN. 18" BELOW GRADE).
GROUND RING (SEE SHEETS E6 & E7).
GROUND ROD, EXOTHERMIC WELD TO GROUND RING. (SEE DETAIL 2/E7).
CONCRETE FOUNDATION FOR H-FRAME VERTICAL PIPE. CONCRETE SHALL HAVE A 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI. AND INCLUDE FIBERMESH 650-3E.
3/4." PVC WITH ONE (1) - #2 AWG BARE TINNED COPPER GROUNDING ELECTRODE CONDUCTOR
(GEC) FROM GROUNDING LUG TO GROUND ROD, EXOTHERMIC WELD GEC TO GROUND ROD.
1" PVC CONDUIT FROM LGT PANEL.
1/6" PVC CONDUIT FOR ROUTING POWER CONDUCTORS TO GFCI RECEPTACLE.
1" PVC CONDUIT FOR TELCOM LINK..
KEY NOTES - ELECTRICAL EQUIPMENT
1 HAZARD LIGHTING CONTROL PANEL (FLASH TECHNOLOGY FTS 370D OR APPROVED EQUIVALENT)
IN NEMA 4X ENCLOSURE.
O 120/240V, 100A MCB SERVICE ENTRANCE RATED PANEL IN NEMA 3R ENCLOSURE.
O ONE (1) 20A DUPLEX GFCI WALL PLUG WITH WEATHER RATED COVER.
O4 WIRELESS ANTENNA MOUNTED TO H-FRAME POST.
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
07/20/22
CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER•
*01,, ....1•••
• O�: oESS/p�•'� ,:
SEAL ••
• 040828 : :
'.O•'•:LCINE1-.0•O
e
PROJECT NUMBER'
CKHA
140064078
DRAWN BY: CHECKED BY.
1
TDM
TWD
TITLE.
_SHEET
METER RACK
DETAILS - REAR
-SHEET NUMBER.
E4.1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

•
Meter
Socket
Meter
Socket ,
Meter
Socket ,
Meter
Socket ,
2P-200A
22KAIC
G
N
0
0
0
•
0
0
RF
CABINET
•
•
0
•
0
0
0
0
0
0 0
0
-u
0
0
0
D
-U
0
00
0
DQ
IMF
IMF
1P-20A
0 0 • o 0
2P-20A 1P-20A
0 0 • 0 0
2P-20A 1P-20A
2P-20A • 2P-2 A
2P-20A • 2P-2 A
2P-20A • 2P-2 A
0 0 • o
2P-20A 2P-20A
o 0
2P-20A
2P-20A
01P-20A
0
•
0
0
0
©IcIDijJ�\
Area
Lighting
Fixtures
•
0
Battery
Charger
Block
Heater
Control
Module
Generator
J
0
REQUIRED SIGNAGE PER NEC 702 AT SERVICE DISCONNECT
"WARNING: Shock hazard exists if grounding electrode conductor or bonding jumper connection in this
equipment is removed while alternate source(s) is energized. Opening the equipment disconnect will
cause the stand-by generator to start. To remove power entirely from the equipment, the generator must
be turned OFF using emergency stop switch."
REQUIRED SIGNAGE PER NEC 702 AT SERVICE
DISCONNECT & INTEGRATED LOAD CENTER
"NOTE: Emergency power is supplied by a stand-by
generator located behind Verizon equipment rack."
ELECTRICAL SINGLE LINE DIAGRAM
NOT TO SCALE
KEY NOTES - CONDUIT, CONDUCTORS, & MISC
O
TWO (2) 4" CONDUITS BY CONTRACTOR FOR INCOMING SERVICE LATERALS
BY LOCAL UTILITY FOR 800 AMP, 120/240 VOLT SINGLE PHASE SERVICE.
BOND GROUND BUS TO NEUTRAL BUS AND GROUND BUS TO ENCLOSURE
WITH 2/0 BONDING JUMPERS.
ONE (1) 2/0 BARE STRANDED TINNED COPPER GEC TO GROUND ROD,
EXOTHERMIC WELD GEC TO GROUND ROD.
THREE (3) 3/0 CONDUCTORS AND ONE (1) #6 AWG GROUND IN 2"
CONDUIT.
TWO (2) #12 AWG CONDUCTORS AND ONE (1) #12 AWG GROUND IN 1"
CONDUIT.
ONE (1) #2 BARE TINNED COPPER FROM GROUNDING LUG IN ILC TO
GROUND ROD, EXOTHERMIC WELD TO GROUND ROD.
AUTOMATIC TRANSFER SWITCH ALARM AND GENERATOR CONTROL CABLES
IN 1" CONDUIT.
FOUR (4) #12 CONDUCTORS AND ONE (1) #12 AWG GROUND IN 1"
CONDUIT.
THE GENERATOR, WHEN UTILIZING A TWO POLE ATS WITH A SOLID
NEUTRAL, IS NOT A SEPARATELY DERIVED SYSTEM. THEREFORE, DO NOT
BOND THE NEUTRAL TO THE GROUND AT THE GENERATOR.
TWELVE (12) #10 AWG THHN CONDUCTORS AND THREE (3) #10 AWG EG IN
2" PVC CONDUIT.
ALARM CABLES IN 1" PVC CONDUIT.
ONE (1) — #2 BARE TINNED COPPER FROM GROUNDING LUG IN
DISCONNECT SWITCH TO GROUND RING, EXOTHERMIC WELD TO GROUND
RING.
THREE (3) 3/0 AWG CONDUCTORS AND ONE (1) #4 AWG EG IN 2"
CONDUIT. VERIFY GENERATOR BREAKER DOES NOT EXCEED 200 AMPS.
1" PVC CONDUIT FOR ROUTING POWER CONDUCTORS FROM THE ILC TO THE
EMERGENCY GENERATOR STOP SWITCH.
TWELVE (12) #10 AWG THHN CONDUCTORS AND THREE (3) #10 AWG. FOR
RECTIFIERS AND TWO (2) #10 THHN CONDUCTORS AND ONE (1) #10 AWG
FOR CABINET MOUNTED GFI OUTLET, ALL IN ONE 2" PVC CONDUIT.
KEY NOTES - ELECTRICAL EQUIPMENT
FURNISH AND INSTALL 800 AMP, 3—WIRE, SINGLE PHASE, 120/240 VOLT,
22KAIC, FOUR —SPACE MULTI —GANG METER CENTER WITH 200 AMP RATED
METER SOCKETS IN NEMA 3R ENCLOSURE, SE RATED. CONTRACTOR SHALL
FURNISH AND INSTALL 200 AMP CIRCUIT BREAKER AT METER BASE IF NOT
ALREADY EXISTING.
20 AMP GFCI DUPLEX OUTLET RECEPTACLE AND TIMER SWITCH, ENERLITES
HET06 SERIES (OR APPROVED EQUIVALENT) IN LOCKABLE NEMA 3R
ENCLOSURE.
FURNISH AND INSTALL SE RATED 240 V, 200 AMP, 2 POLE, NON —FUSED
DISCONNECT IN NEMA 3R ENCLOSURE.
200 AMP, 120/240 VOLT, ILC WITH 42 SPACE PANEL AND AUTOMATIC
TRANSFER SWITCH. ALL CIRCUIT BREAKERS SHALL BE RATED 10KAIC
MINIMUM. ILC IS FURNISHED BY VZW AND INSTALLED BY GENERAL
CONTRACTOR.
FURNISH AND INSTALL TWO (2) AREA LIGHTS, (LITHONIA
HFR-250M—TA120—DNA—LP1), (OR APPROVED EQUIVALENT).
50 KW DIESEL GENERATOR, CONTRACTOR SHALL COORDINATE SPECIFIC
GENERATOR CONFIGURATION WITH OWNER AND INSTALL THE GENERATOR IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
GENERATOR BREAKER SIZED AND PROVIDED BY GENERATOR
MANUFACTURER.
EMERGENCY GENERATOR STOP SWITCH IN NEMA 3R ENCLOSURE WILL BE
FURNISHED BY VERIZON AND INSTALLED BY GC.
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
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CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
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1
TDM
TWD
TITLE.
_SHEET
ELECTRICAL
SINGLE LINE
DIAGRAM
—SHEET NUMBER.
E5
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

0
) 2P-100A
0
O
1P-20A
� o
1 P-20A
•
GFCI
PLUG
O
•
O
O
HAZARD
LIGHTING
CONTROL
PANEL
ELECTRICAL SINGLE LINE DIAGRAM
5.1
NOT TO SCALE
KEY NOTES - CONDUIT, CONDUCTORS, & MISC
4" CONDUITS BY CONTRACTOR FOR INCOMING SERVICE LATERALS BY LOCAL
UTILITY FOR FOUR (4) — 200 AMP (22KAIC), 120/240 VOLT SINGLE PHASE
SERVICES. CONTRACTOR SHALL COORDINATE QUANTITY OF CONDUITS
REQUIRED WITH LOCAL UTILITY.
BOND GROUND BUS TO NEUTRAL BUS AND BOND GROUND BUS TO
ENCLOSURE WITH 3/0 BONDING JUMPERS.
2/0 GROUND ELECTRODE CONDUCTOR, BOND TO GROUND ROD VIA
EXOTHERMIC WELD.
THREE (3) #10 AWG CONDUCTORS AND ONE (1) #10 AWG EGC IN 1/6" PVC
CONDUIT.
THREE (3) #2 AWG CONDUCTORS AND ONE (1) #8 AWG EGC IN 1i " PVC
CONDUIT.
ONE (1) — #2 AWG BARE TINNED COPPER GROUNDING ELECTRODE
CONDUCTOR (GEC) FROM GROUNDING LUG TO GROUND ROD, EXOTHERMIC
WELD GEC TO GROUND ROD.
TWO (2) #12 AWG CONDUCTORS AND ONE (1) #12 AWG GROUND IN 1"
CONDUIT.
SEE SHEET E5 FOR VERIZON SINGLE LINE & PANEL SCHEDULE.
1" PVC CONDUIT FOR TELCOM LINK.
KEY NOTES - ELECTRICAL EQUIPMENT
FURNISH AND INSTALL SERVICE ENTRANCE RATED GANGED METER CENTER WITH
FOUR (4) — 200 AMP, 120/240 VOLT SINGLE PHASE SERVICE POSITIONS IN
NEMA 3R ENCLOSURE. COORDINATE SPECIFIC REQUIREMENTS WITH LOCAL
UTILITY.
HAZARD LIGHTING CONTROL PANEL IN NEMA 4X ENCLOSURE.
120/240 VOLT, 100 AMP MCB PANEL 'LTG' IN NEMA 3R ENCLOSURE
20A GFCI DUPLEX WALL PLUG WITH WEATHER RATED COVER.
WIRELESS ANTENNA MOUNTED TO H—FRAME POST.
LTG PANEL
Voltage: 240/120Volts MCB Size: 100 Amps
Phase, Wires: Single Phase, 3 Wire AIC Rating: 10,000Amps min
Mounting Type: Surface Bus Rating: 100 Amps
Enclosure Type: NEMA 3R Neurta Rating: 100%
Load Served
Load kVA)
A 8
Circuit Bkr
Size
Ckt
Nbr
Phase
Ckt
Nbr
Circuit Bkr
Size
Load kVA)
A B
—
Load Served
A I B
HAZARD LIGHTING
1.92
1P-20
1
*
2
SPACE
GFCI PLUG
0.18
1P-20
3
*
4
SPACE
SPACE
5
*
6
SPACE
SPACE
7
*
8
SPACE
Sub -Total (kVA)
1.92
0.18
0.00
0.00
Sub -Total (kVA)
Total Connected (kVA)
kVA
Amps
kVA
LOAD SUMMARY
A B
1.92 0.18
2.10
Load Description
Connected
Load kVA)
A B
Demand Factor
Demand Load
(kVA)
A B
RECTIFIERS/EQUIPMENT
1.25
0.00
0.00
LIGHTING
1.92
1.25
2.40
0.00
DUPLEX RECEPTACLES
0,18
1.00
0.00
0.18
TOTAL MISCELLANEOUS
1.25
0.00
0.00
Total Power per Phase
Total Demand Current per Phase
Iota) Demand Power
2.40
0.18
20.00
1.50
2.58
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION -
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
:REV: —DATE: —ISSUED FOR: —BY:-
8
7
6
5
4
3
2
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CONSTRUCTION
TDM
1
06/29/22
CONSTRUCTION
TDM
0
05/31/22
FOR REVIEW
TDM
=LICENSER•
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z 0 �•• _SS/0,••• 71•, ,i
SEAL •.
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• • .
***B'N. �:.\A'*♦♦
PROJECT NUMBER*
CKHA
140064078
DRAWN BY: CHECKED BY:
1
TDM
TWD
TITLE.
_SHEET
ELECTRICAL
SINGLE LINE
DIAGRAM
—SHEET NUMBER.
E5.1
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

PANEL SCHEDULE - VERIZON INTEGRATED LOAD CENTER
Voltage 240/120 Volts MCB Size 200 Amps
Phase, Wires Single Phase, 3 Wire AIC Rating 10,000 Amps min
Mounting Type Surface Bus Rating 200 Amps
Enclosure Type NEMA 3R Neutral Rating 100%
Load (kVA)
Circuit
Ckt
Nbr
Phase
A B
Ckt
Nbr
Circuit
Load (kVA)
Load Served
A
B
BkrSize
BkrSize
A
B
Load Served
RECTIFIER 1
1.78
1
�
2
1P-20
0.58
AREA LIGHTS/GFCI
1.78
2P-20
3
4
1P-20
1.50
GEN BLOCK HEATER
_0
in
RECTIFIER 2
1.78
5
6
1P-20
0.30
GEN BATTERY CHARGER
1.78
2P-20
7
8
----
0.00
SPACE
11
RECTIFIER 3
1.78
9
10
1P= 20
0.18
CAB DUPLEX OUTLET
:
I.._
1.78
2P-20
11
12
0.00
SPACE
RECTIFIER 4
1.78
13
14
2P-20
1.78
1.78
RECTIFIER 9
16
1.78
2P-20
15
U
0_
RECTIFIER 5
1.78
17
18
2P-20
1.78
1.78
RECTIFIER 10
_0
-
.
1.
0_
._
20
1.78
2P-20
19
RECTIFIER 6
1.78
1.78
2P-20
21
22
2P-20
0.00
0.00
RECTIFIER 11 (SPARE)
.
0_
24
23
•
RECTIFIER 7
1.78
1.78
2P-20
25
26
2P-20
0.00
0.00
RECTIFIER 12 (SPARE)
_
.
28
27
:
RECTIFIER 8
1.78
1.78
2P-20
29
30
----
0.00
SPACE
31
32
0.00
SPACE
1134
SPACE
0.00
----
33
----
0.00
SPACE
SPACE
0.00
35
36
0.00
SPACE
:
SPACE
0.00
----
37
38
----
0.00
SPACE
TVSS
0.00
39
40
0.00
SPACE
_0
(INTERNAL TO ILC)
0.00
2P-30
41
42
----
0.00
SPACE
_0
Sub -Total (kVA)
14.24
14.24
4.62
5.06
Sub -Total (kVA)
A
B
18.86
19.30
LOAD SUMMARY
38.16
Total Connected (kVA)
Load Description
Connected
Load (kVA)
A B
Demand
Factor
Demand
Load (kVA)
A B
RECTIFIERS/EQUIP
17.80
17.80
1.00
17.80
17.80
LARGEST MOTOR
0.00
0.00
1.00
0.00
0.00
ALL OTHER MOTORS
0.00
0.00
1.00
0.00
0.00
LIGHTING
0.40
0.00
1.25
0.50
0.00
DUPLEX RECEPTACLES
0.36
0.00
1.00
0.36
0.00
TOTAL MISCELLANEOUS
0.30
1.50
1.00
0.30
1.50
Total Power per Phase
18.96
19.30
kVA
Total Demand Current per Phase
158.00
161.00
Amps
Total Demand Power
38.26
kVA
*NOTE: CIRCUIT LOAD AND DEMAND FACTOR PROVIDED BY VERIZON.
PANEL SCHEDULE
NOT TO SCALE
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY-HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: -DATE: -ISSUED FOR: -BY:-
8
7
6
5
4
3
2
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CONSTRUCTION
TDM
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06/29/22
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TDM
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05/31/22
FOR REVIEW
TDM
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1
TDM
TWD
TITLE.
_SHEET
PANEL SCHEDULE
-SHEET NUMBER.
E6
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
Copyright Kimley-Hom and Associates, Inc., 2022

GUYED TOWER
TOP OF GRAVEL
GUYED TOWER
FOUNDATION
410
COAX CABLE.
COAX GROUNDING KIT.
COAX DRIP LOOP.
ICE BRIDGE.
TOWER BOTTOM
GROUND BAR
(TDSGA—PA14)
"//
4
11\_EXOTHERMIC WELD GROUNDING
CONDUCTORS TO GROUND RING,
TYPICAL.
TOWER
GROUND
RING
//
DRIP LOOP DETAIL
NOT TO SCALE
e.�
N
0 0 CDC6CDC6CDC6CDC60
f
VARIES
f
11
11
III
III
IIIII
III
�IllliI IIIIII1
6" 1 12" 1 6"
24"
IIP
FINISHED GRADE.
CRUSHED AGGREGATE, SEE
CIVIL DRAWINGS FOR DETAILS.
COMPACTED BACKFILL.
6" WIDE METALLIC UTILITY WARNING
TAPE. IDEAL INDUSTRIES #42-251
OR APPROVED EQUIVALENT.
UNDERGROUND CONDUITS, SEE
PLANS FOR SIZE & QUANTITY.
NOTES:
1. IF GROUND SURFACE IS OTHER THAN NEWLY GRAVELED AREA. CONTRACTOR IS TO RESTORE
TO ORIGINAL CONDITION.
2. PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW.
3. PROVIDE SCHEDULE 40 OR SCHEDULE 80 PVC CONDUIT & ELBOWS AT STUB UP LOCATIONS
(I.E. POLES, EQUIPMENT, ETC.)
4. PROVIDE SCHEDULE 80 PVC CONDUIT BELOW PARKING LOTS AND ROADWAYS.
TYPICAL TRENCH DETAIL
NOT TO SCALE
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
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CONSTRUCTION
TDM
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TDM
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05/31/22
FOR REVIEW
TDM
=LICENSER•
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SEAL •.
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TITLE.
_SHEET
ELECTRICAL
DETAILS
—SHEET NUMBER.
E7
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

GROUNDING NOTES
1. THE GROUND RING SHALL CONSIST OF #2 AWG BARE SOLID TINNED
COPPER (STC) CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT
30" BELOW FINISHED GRADE (OR BELOW FROST LINE). LOCATE 24"
MINIMUM AND 36" MAXIMUM FROM EQUIPMENT AREA AND FROM
TOWER FOUNDATION. ALL CONNECTIONS SHALL BE MADE USING A
PARALLEL TYPE EXOTHERMIC WELD, UNLESS NOTED OTHERWISE.
2. INSTALL GROUND RODS AS SHOWN AND AS REQUIRED. GROUND
RODS TO BE COPPER CLAD STEEL, 5/8" DIAMETER AND 10FT IN
LENGTH. SPACING BETWEEN GROUND RODS SHALL BE 10FT MINIMUM
AND 15FT MAXIMUM. TOP OF GROUND ROD TO BE 30" MINIMUM
BELOW GRADE (OR BELOW FROST LINE). BOND TOP OF GROUND
ROD TO GROUND WIRE WITH EXOTHERMIC WELD. DO NOT
EXOTHERMICALLY WELD ANYTHING TO GROUND ROD EXCEPT GROUND
WIRE WHICH PASSES OVER TOP OF GROUND ROD (CLAMPED
CONNECTIONS TO GROUND ROD PER TOWER MANUFACTURERS
DETAILS ARE ACCEPTABLE).
3. EQUIPMENT GROUND RING SHALL HAVE A MINIMUM OF 4 GROUND
RODS, INSTALLED AT THE CORNERS OF THE GROUND RING PLUS
ADDITIONAL RODS AS REQUIRED TO COMPLY WITH THE SPACING
REQUIREMENTS. TOWER GROUND RING SHALL HAVE A MINIMUM OF 3
GROUND RODS, EXCEPT USE 4 RODS AT A MONOPOLE TOWER.
WHERE SPREAD TOWER FOOTING WOULD PREVENT GROUND RODS
FROM BEING DRIVEN INTO SOIL ADJACENT TO TOWER, PROVIDE
VERTICAL 1" DIAMETER PVC SLEEVES EMBEDDED IN FOOTING TO
ALLOW INSTALLATION OF GROUND RODS.
4. EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL BE
BONDED TOGETHER WITH TWO #2 STC GROUND LEADS, TYPICALLY
ONE ON EACH SIDE OF ICE BRIDGE.
5. BOND TOWER TO TOWER GROUND RING AT THREE LOCATIONS WITH
#2 STC GROUND LEAD. SELF SUPPORT TOWERS SHALL HAVE EACH
LEG BONDED TO GROUND RING, MONOPOLES AND GUYED TOWERS
SHALL HAVE GROUND LEADS EQUALLY SPACED AROUND TOWER.
EXOTHERMICALLY WELD GROUND LEADS TO TOP OF BASE PLATES,
OR ATTACH TO TOWER USING TOWER MANUFACTURER PROVIDED
DETAIL.
6. PROVIDE #2 STC RADIALS FROM THE TOWER GROUND RING TO EACH
FENCE CORNER POST. RADIALS SHALL HAVE GROUND RODS AS PER
THE REQUIRED SPACING. THE GROUND ROD AT THE END OF EACH
RADIAL SHALL BE 24" MAXIMUM FROM FENCE CORNER POST.
EQUIPMENT AREA GROUND RING AND CONNECTING GROUND LEADS
[BETWEEN EQUIPMENT AREA AND TOWER GROUND RINGS] MAY BE
USED AS PART OF THE RADIAL GOING TO THE FENCE CORNER
POST CLOSEST TO THE EQUIPMENT AREA.
7. MINIMUM BEND RADIUS FOR #2 AWG GROUND WIRE IS 12", EXCEPT
USE 24" FOR TOWER GROUND RINGS AND EQUIPMENT PAD GROUND
RINGS.
8. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE
LUGS FOR CONNECTION TO FLAT METAL SURFACES. USE ONLY
STAINLESS STEEL HARDWARE ON ALL MECHANICAL CONNECTIONS.
CLEAN ALL SURFACES (AND STRIP PAINTED SURFACES) TO BARE
BRIGHT METAL PRIOR TO MAKING GROUND CONNECTIONS. APPLY
ANTI —OXIDE COMPOUND TO ALL CONNECTIONS. APPLY ZINC RICH
PAINT (COLD GALV.) TO ALL EXOTHERMIC WELDS, AND TO ANY
METAL EXPOSED BY CLEANING, STRIPPING, GRINDING, CUTTING OR
DRILLING.
9. ALL GROUNDING CONDUCTORS ABOVE GRADE SHALL BE RUN IN
3/4" FLEXIBLE PVC CONDUIT. CONDUIT SHALL BEGIN WITHIN 3/4"
OF ABOVE GROUND CONNECTION POINT, SHALL EXTEND 24" BELOW
GRADE MINIMUM, AND SHALL BE FILLED WITH SEALANT AT ABOVE
GROUND CONNECTION POINT. SECURE CONDUIT EVERY 24" ON
VERTICAL RUNS AND EVERY 36" ELSEWHERE WITH NON—METALLIC
TIES.
10A. AT GUYED AND SELF SUPPORT TOWERS MOUNT TDSGA—PA14
TOWER BOTTOM GROUND BAR ON DEDICATED POST DIRECTLY BELOW
COAX CABLES COMING OFF TOWER. POST TO BE 3.5" OD
GALVANIZED SCHEDULE 40 PIPE WITH GALVANIZED PIPE CAP. TOP
OF POST TO BE 78" ABOVE GRADE. EMBED POST 30" MINIMUM IN
12" DIAMETER BY 36" DEEP MINIMUM CONCRETE FOOTING WITH TOP
OF FOOTING 6" BELOW GRADE. IF TOWER FOUNDATION OBSTRUCTS
AUGERED FOOTING, USE POST WITH 10" SQUARE GALVANIZED STEEL
FLANGE PLATE WELDED TO BOTTOM AND BOLT FLANGE TO TOP OF
CONCRETE TOWER FOOTING.
10B. AT MONOPOLE TOWERS CLAMP TDSGA—BC14 TOWER BOTTOM
GROUND BAR DIRECTLY TO TOWER. IF RUNNING COAX INSIDE
MONOPOLE, CLAMP ONTO BOTTOM LIP OF EXIT PORT. IF BANDING
COAX TO OUTSIDE OF TOWER, CLAMP ONTO STEEL ANGLE WHICH IS
BANDED TO TOWER. BOND TDSGA—BC14 TO TOWER GROUND RING
WITH TWO #2 STC LEADS LUGGED TO GROUND BAR AND
EXOTHERMICALLY WELDED TO GROUND RING.
11. AT EQUIPMENT AREA, INSTALL TDSGA—PA14 EXTERIOR GROUND BAR
(THRU—BOLTED STYLE) AT BASE OF (2) INTERIOR H—FRAME POSTS
AND AT TOP OF ICE BRIDGE POST WHICH IS NEAREST TO (BUT
CLOSER TO TOWER THAN) THE COAX CABLE TERMINATION. MOUNT
GROUND BAR TO H—FRAME POSTS AT 6" ABOVE GRAVEL AND TO
ICE BRIDGE POST AT 6FT ABOVE GRAVEL.
12. ALL ICE BRIDGE SECTIONS ARE TO BE JUMPERED TOGETHER WITH
#2 WIRE, EITHER BARE TINNED COPPER OR GREEN INSULATED
STRANDED. ICE BRIDGE SHALL BE GROUNDED AT EACH END WITH
#2 STC WIRE LUGGED TO ICE BRIDGE AND EXOTHERMICALLY WELDED
TO UPPER PORTION OF NEAREST ICE BRIDGE POST. ICE BRIDGE
SECTIONS ABOVE H—FRAME SHALL BE BONDED TO EACH OTHER
WITH JUMPERS AT EACH END — THIS ASSEMBLY WILL BE
CONSIDERED AS A SINGLE ICE BRIDGE SECTION FOR GROUNDING
PURPOSES.
13. BOND EACH ICE BRIDGE POST, H—FRAME POST OR DEDICATED
GROUNDING POST TO BURIED GROUNDING SYSTEM WITH #2 STC
LEAD EXOTHERMICALLY WELDED TO POST BELOW TOP OF GRAVEL
AND EXOTHERMICALLY WELDED TO GROUND RING. EACH POST TO
HAVE SEPARATE GROUND LEAD DIRECTLY TO GROUND RING — DO
NOT DAISY CHAIN POSTS TOGETHER.
14. BOND EACH RF CABINET TO EQUIPMENT GROUND RING WITH #2
AWG TINNED SOLID BARE COPPER CONDUCTOR LUGGED TO CABINET
BODY AND EXOTHERMICALLY WELDED TO GROUND RING. LUG TO
CABINET BODY USING LOCATION AT WHICH STUDS ON CABINET
CHASSIS HAVE DIRECT GROUND WIRE CONNECTION TO CABINET
INTERNAL GROUND BAR. RUN CONDUIT AND CONDUCTOR ACROSS
BACK OF CABINET (DO NOT RUN TOWARDS NEAREST CORNER OF
CABINET AND THEN BEND GROUND WIRE SHARPLY), ACROSS
CONCRETE PAD BELOW CABLE LADDER, THEN DOWN INTO GRAVEL
AREA.
15. BOND EACH BATTERY CABINET TO GROUND RING WITH #2 AWG
TINNED SOLID BARE COPPER CONDUCTOR LUGGED TO CABINET
BODY AND EXOTHERMICALLY WELDED TO GROUND RING. RUN
GROUND LEAD IN FLEX CONDUIT ALONG BACK OF RBA72 CABINET,
ACROSS CONCRETE PAD BELOW CABLE LADDER, THEN DOWN INTO
GRAVEL AREA. CONNECT TWO HOLE LUG TO BACK OF CABINET AT
FACTORY PROVIDED GROUNDING STUDS.
16. BOND GENERATOR TO GROUND RING WITH #2 STC AT TWO
DIAGONALLY OPPOSITE LOCATIONS BY DRILLING AND BOLTING TWO
HOLE LUG TO FINS ON GENERATOR BASE STRUCTURE. GROUND
LEADS SHOULD TAKE SHORTEST PATH ACROSS CONCRETE PAD TO
GRAVEL AREA, THEN CONTINUE TO GROUND RING.
17. WHERE PROPANE TANK IS INSTALLED TO FUEL GENERATOR, BOND
PROPANE TANK TO GROUND RING WITH A SINGLE #2 STC CLAMPED
TO FILLER PIPE OF PROPANE TANK AND EXOTHERMICALLY WELDED
TO GROUND RING. GROUND LEAD SHOULD RUN TO TANK SUPPORT
AND TAKE SHORTEST PATH ACROSS CONCRETE PAD TO GRAVEL
AREA, THEN CONTINUE TO GROUND RING. IF PROPANE TANK FUEL
LINE IS METALLIC AND CROSSES EQUIPMENT GROUND RING, BOND
FUEL LINE TO EQUIPMENT GROUND RING WHERE THE TWO LINES
CROSS WITH A SINGLE #2 STC CLAMPED TO FUEL LINE AND
EXOTHERMICALLY WELDED TO GROUND RING.
18. BOND GPS ANTENNA and GPS ANTENNA MOUNT TO TSDGA GROUND
BAR AT BOTTOM OF H—FRAME POST WITH #2 GREEN INSULATED
STRANDED GROUND WIRE.
19. PROVIDE TWO GROUND RODS OUTSIDE GATES OF COMPOUND.
DISTANCE BETWEEN GROUND RODS SHALL MATCH WIDTH OF GATE
OPENING, AND DISTANCE FROM FENCE SHALL MATCH LENGTH OF
LONGEST INDIVIDUAL GATE LEAF. BOND GATE POSTS TOGETHER WITH
#2 STC LEAD WHICH RUNS PAST AND CONNECTS TO GROUND RODS
OUTSIDE GATES.
20. BOND EACH GATE POST WITH #2 STC TO NEAREST PORTION OF
GROUNDING SYSTEM INSIDE COMPOUND.
21. BOND EACH GATE TO GATE POST WITH FLEXIBLE INSULATED OR
BRAIDED #4/0 COPPER STRAP. EXOTHERMICALLY WELD STRAP TO
BOTH GATE AND GATE POSTS.
22. ANY METAL FENCE POST WITHIN 6FT OF A GROUNDED METAL
OBJECT SHALL BE BONDED TO THE NEAREST GROUND RING. ANY
METAL FENCE WITHIN 6FT OF A GROUND RING SHALL HAVE THE
LINE POSTS BONDED TO THE GROUND RING AT 20FT MAXIMUM
INTERVALS AS MEASURED ALONG THE LENGTH OF THE FENCE.
23. WHERE GROUND BASED RRU'S, RAYCAP OVP'S OR DIPLEXERS ARE
INSTALLED AT THE EQUIPMENT AREA, BOND EACH COMPONENT TO
NEAREST TDSGA GROUND BAR BELOW THE COMPONENT WITH #2
GREEN INSULATED STRANDED GROUND WIRE. SINGLE HOLE LUG OR
RING TYPE CONNECTOR IS SUITABLE FOR CONNECTION TO
GROUNDING STUD ON EACH COMPONENT.
24. NOTIFY VZW CM TO INSPECT GROUND RING BEFORE BACKFILLING.
CONTRACTOR SHALL HIRE A 3RD PARTY TO PERFORM AN IEEE81
FALL OF POTENTIAL METHOD GROUND TEST. MAXIMUM ALLOWABLE
RESISTANCE TO GROUND IS 5 OHMS. PROVIDE ADDITIONAL GROUND
SYSTEM COMPONENTS AS REQUIRED TO ACHIEVE THIS VALUE.
25. REFER TO TOWER GROUNDING DIAGRAM AND NOTES FOR GROUND
SYSTEM REQUIREMENTS ON THE TOWER.
26. GROUNDING OF ALL ELECTRICAL EQUIPMENT SHALL BE AS PER NEC,
MUNICIPAL AND UTILITY COMPANY REQUIREMENTS.
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
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NORTH
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WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
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1
TDM
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TITLE.
_SHEET
GROUNDING
NOTES
—SHEET NUMBER.
E8
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

x— x— x— x— x— x-
PROPOSED 50' X 50' CHAIN LINK
FENCED COMPOUND
All
i w !IR
x
GROUNDING PLAN
SCALE: 1" = 10'
x— x— x— x— x— x
— X — )
/
i — X — X
0
PROPOSED 300'
GUYED TOWER
5
10
20
GRAPHIC SCALE: 1" = 10'
KEY NOTES - GROUNDING EQUIPMENT
• GROUND ROD TEST WELL (SEE DETAIL 1/E11).
B GROUND ROD, TYPICAL
B (SEE DETAIL 2/Ell AND NOTES 2 AND 3 ON E8).
O TOWER AND EQUIPMENT GROUND RING
(SEE NOTES 1, 3, 4, 5, 6 AND 7 ON E8).
O TDSGA-PA14 OR TDSGA-BC14 WHERE APPLICABLE
(SEE NOTES 10 AND 11 ON E8).
OE GENERATOR GROUNDING (SEE NOTE 16 ON E8).
OF GPS ANTENNA GROUNDING (SEE NOTE 18 ON E8).
OG RF CABINET GROUNDING (SEE NOTE 14 ON E8).
OH RRU'S AND OVP'S GROUNDING (SEE NOTE 23 ON E8).
ICE BRIDGE POST BOND TO GROUND RING, TYPICAL
• (SEE NOTES 12 AND 13 ON E8).
O FENCE POST GROUNDING, TYPICAL.
(SEE NOTE 22 ON E8).
O GATE GROUNDING, TYPICAL.
(SEE NOTES 19, 20 & 21 ON E8).
O UTILITY H-FRAME GROUNDING, TYPICAL.
(SEE SHEET E3 AND NOTE 13 ON E8).
O TOWER GROUNDING, TYPICAL.
(SEE NOTES 5, 6 & 25 ON E8).
.0 GROUND RADIALS, TYPICAL (SEE NOTE 6 ON E8).
REFER TO SHEETS E8, E10, Ell & E12 FOR GROUNDING
NOTES, DETAILS, AND SPECIFICATIONS.
O PROPANE TANK GROUNDING, IF INSTALLED
(SEE NOTE 17 ON E8).
•
LEGEND:
GROUND RING
GROUND ROD EXOTHERMICALLY
WELDED TO GROUND RING
EXOTHERMIC WELD
GROUND ROD TEST WELL
(SEE DETAIL 1 /E11)
�-O MECHANICAL CONNECTION
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
PLANS PREPARED BY:
201
Kimley*
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKUN STREET,
TAMPA, FL 336D2
[phone]
Horn
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_SHEET
GROUNDING PLAN
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Copyright Kimley—Hom and Associates, Inc., 2022

O
#6 AWG INSULATED STRANDED COPPER.
#6 AWG INSULATED STRANDED COPPER.
CONNECT COAX GROUND KITS DIRECTLY
TO TOWER TOP CIGBE ONLY AS NOTED
ON DETAIL 3/E13.
#2 AWG SOLID TINNED COPPER.
#2 AWG SOLID TINNED COPPER.
(IF GROUNDING POST NOT AVAILABLE)
#2 AWG SOLID TINNED COPPER GROUND
RING BURIED 30" BELOW GRADE.
TOWER ACTS AS CONDUCTOR.
TOWER GROUND BARS WILL BE ISOLATED
FROM TOWER BUT BONDED TO TOWER
WITH #2 AWG INSULATED STRANDED
COPPER AND CLAMPED, OR EXOTHERMIC
WELD, UNLESS OTHERWISE NOTED.
4/0 BRAIDED COPPER STRAP,
EXOTHERMIC WELD TO BOTH
GATE AND GATE POST.
BOND GROUND BAR
TO GROUNDING
POST USING
THROUGH BOLT
CONNECTION.
#2 AWG INSULATED
STRANDED COPPER.
Coax Ground Kit
Cable 1/Feed Line
(as required)
Sector CIGBE
(See Note 7)
Coax Ground Kit
Cable 1/Feed Line
0
GPS Antenna
0
@ EQUIPMENT
Coax Ground Kit
Cable 1/Feed Line
@ TOWER
Coax Ground Kit
Cable 1/Feed Line
Intermediate CIGBE
(See Note 7)
Tower Top CIGBE
(See Note 7)
Utility Rack
Gate Post
--- c—ate`
o Ground Ring \
Outside
Compound
o \
0
Tower Ground Ring
I e
Main Exterior
Ground Bar
Tower Bottom
Ground Bar
Grounding
Post
0
0 0
I 0
0
Fence Corner
Grounding
Post (Lattice)
Power •
1
GROUNDING SINGLE LINE DIAGRAM
NOT TO SCALE
1
I
•
•
•
0
0
Cabinets
0
Cable Tray
•
Generator
(OUTDOOR)
Tie Down
Plates
(INDOOR)
1 I
0
I
1
I
1
I
0
0
O
2222222
11.1.1=m=m11
PROPOSED ANTENNA.
COAX OR HYBRID CABLE GROUNDING KIT, TYPICAL.
GROUNDING KITS ARE REQUIRED EVERY 75 FT
MAXIMUM EXCEPT WHERE COAX IS CONCEALED
INSIDE MONOPOLE OR OTHER INACCESSIBLE SPACE.
#6 AWG INSULATED GROUNDING CONDUCTOR
FROM COAX GROUND KIT TO TOWER GROUND
BAR, TYPICAL.
SECTOR CIGBE GROUND BAR, PROVIDE ONE
PER SECTOR NEXT TO ANTENNAS (OPTIONAL
ON GUYED TOWERS) AND ISOLATED FROM
TOWER. BOND TO TOWER OR SECTOR FRAME
WITH #2 AWG SOLID TINNED COPPER AND
APPROVED CLAMP. (SEE NOTE P BELOW)
TOWER TOP CIGBE GROUND BAR MOUNTED TO
TOWER WHERE COAX CABLES LEAVE VERTICAL
WAVE GUIDE SUPPORT OR COMMON CABLE TRAY.
TYPICALLY OCCURS ON GUY TOWERS (IN LIEU OF
SECTOR CIGBE'S), ROOFTOPS, OR ON WATER
TANKS (THRU—BOLTED TO MESSENGER PIPE) IN
ORDER TO MAINTAIN 75 FEET MAXIMUM DISTANCE
BETWEEN COAX GROUND KITS. ISOLATE CIGBE
FROM TOWER AND BOND TO TOWER WITH #2 AWG
BARE SOLID TINNED COPPER AND APPROVED
CLAMP. (SEE NOTE P BELOW)
COAX OR HYBRID CABLE.
#2 AWG INSULATED, STRANDED COPPER.
(SEE NOTE P BELOW)
INTERMEDIATE CIGBE GROUND BAR MOUNTED TO
TOWER BELOW AND WITHIN 3 FEET OF COAX
GROUND KITS AND ISOLATED FROM TOWER
(THRU—BOLTED TO MESSENGER PIPE ON WATER
TANKS). BOND TO TOWER WITH #2 AWG BARE
SOLID TINNED COPPER AND APPROVED CLAMP.
(SEE NOTE P BELOW)
TOWER BOTTOM GROUND BAR TDSGA—PA14 ON
DEDICATED STEEL POST WHERE POSSIBLE;
OTHERWISE TDSGA—BC14 CLAMPED DIRECTLY TO
TOWERS STEEL (THRU—BOLTED TO MESSENGER
PIPE ON WATER TANKS).
#2 AWG BARE STRANDED TINNED COPPER
GROUNDING CONDUCTOR WHEN USING TDSGA—BC14.
TYPICAL TWO CONNECTIONS TO GROUND RING.
#2 AWG SOLID TINNED COPPER TOWER
GROUND RING.
DRIP LOOP, SEE DETAIL 1/E7.
TO SHELTER/RF CABINETS.
IF UNABLE TO CLAMP #2 AWG BARE SOLID
TINNED COPPER TO METAL STRUCTURE, THEN RUN
#2 AWG INSULATED STRANDED TINNED COPPER
FROM CIGBE TO NEXT LOWEST CIGBE.
(SEE DETAIL 3/E12).
PROPOSED RRU.
PROPOSED RAYCAP.
TOP OF GRAVEL.
COAX -TOWER GROUNDING SCHEMATIC
NOT TO SCALE
s
vertic la idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
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NORTH
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WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
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TITLE.
_SHEET
GROUNDING
SINGLE LINE
DIAGRAM
—SHEET NUMBER.
El
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

THREADED 8" DIAMETER SCHEDULE 40 PVC PLUG.
FINISHED GRADE.
CRUSHED AGGREGATE, SEE
111 I 1-1 I 1-III- CIVIL DRAWINGS FOR DETAILS.
II
1 11I I 1 LOOP GROUND RING INTO TEST WELL.
r-III �
111-
IrEdlk COMPACTED BACKFILL.
IrEn
EIIE
1 1=1 1
8" DIAMETER SCHEDULE 40 PVC PIPE
WITH VERTICAL SLOT TO ALLOW PIPE
PLACEMENT THRU GROUND RING.
#2 AWG BARE SOLID TINNED COPPER
GROUND RING, EXOTHERMIC WELD TO
GROUND ROD.
5/8" x 10' COPPER CLAD GROUND ROD.
6" OF CRUSHED AGGREGATE.
GROUND ROD TEST WELL DETAIL
NOT TO SCALE
FINISHED GRADE.
CRUSHED AGGREGATE, SEE
CIVIL DRAWINGS FOR DETAILS.
EXOTHERMIC WELD, SEAL
WITH TWO (2) COATS OF
COLD GALVANIZED PAINT.
GROUND RO NDRING SOLID TINNED EXOTHERMIC#2
WELD TO GROUND ROD.
%'' x 10' COPPER CLAD
GROUND ROD.
PLACEMENT OF GROUND ROD
SHALL NOT EXCEED 30
DEGREES FROM VERTICAL.
GROUND ROD INSTALLATION DETAIL
NOT TO SCALE
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
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TITLE.
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GROUNDING
DETAILS
—SHEET NUMBER.
Ell
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022

•
TINNED COPPER LONG —BARREL
DOUBLE —LUG CONNECTOR, TYPICAL.
STAINLESS STEEL SPACER, TYPICAL.
STAINLESS STEEL BEAM CLAMP, TYPICAL.
STAINLESS STEEL HARDWARE, TYPICAL.
BAR NONE GROUNDED BEAM CLAMP (TDSGA-BC14)
NOT TO SCALE
0
0
4
0
0
4
0
U U
0 0 0 0<> <>0 0 0
•
0
4
#6 AWG INCOMING GROUNDING
CONDUCTORS FROM COAX GROUNDING
KITS. (FOR TOWER TOP CIGBE'S OCCURS
ONLY ON GUYED TOWERS, OR ON OTHER
STRUCTURES WHERE REQUIRED TO
ACHIEVE 75 FT MAXIMUM DISTANCE
BETWEEN COAX GROUNDING LOCATIONS.)
CIGBE GROUND BARS ON ANTENNA
TOWER, ISOLATE FROM TOWER.
#2 AWG GROUNDING CONDUCTOR RUN
FROM CIGBE TO TOWER USING CLAMP,
OR RUN #2 AWG INSULATED GROUNDING
CONDUCTOR TO NEXT LOWER CIGBE.
ANTENNA GROUND WIRE INSTALLATION DETAIL
NOT TO SCALE
NOTES:
1. ALL CIGBE GROUND BARS ON TOWER ARE TO BE ERICO TDSGA.
TYPICALLY USE TDSGA—WB17 ISOLATED FROM UNISTRUT BRACKET.
2. IF CIGBE CANNOT BE CONNECTED TO TOWER WITH #2 AWG
GROUNDING CONDUCTOR, VIA CLAMP OR EXOTHERMIC WELD, THEN RUN
#2 AWG BLACK GROUND LEAD FROM CIGBE DOWN TO NEXT LOWER
CIGBE. SECURE GROUND LEAD WITH NON—METALIC TIES AT SAME
SPACING AS COAX SUPPORTS.
•
TINNED COPPER LONG —BARREL
DOUBLE —LUG CONNECTOR, TYPICAL.
STAINLESS STEEL HARDWARE, TYPICAL.
STAINLESS STEEL SPACER, TYPICAL.
BAR NONE POST MOUNTED (TDSGA-PA14)
NOT TO SCALE
TINNED COPPER LONG —BARREL
DOUBLE —LUG CONNECTOR, TYPICAL.
INSULATOR.
STAINLESS STEEL HARDWARE, TYPICAL.
STAINLESS STEEL SPACER, TYPICAL.
BAR NONE INSULATED (TDSGA-WB17)
NOT TO SCALE
verric la bridge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
PHONE
WWW.KIMLEY—HORN.COM
FRANKLIN STREET,
TAMPA, FL 33602
[phone]
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DETAILS
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Copyright Kimley—Hom and Associates, Inc., 2022

KEY DESCRIPTION
0 BOND GUY WIRES TO PROPOSED GROUND RING.
O BOND GROUND RING(S) TO SITE CORNER POST (TYP. x 4).
O BOND GATE POST TO PROPOSED GROUND RING (TYP. x 2).
O BOND FLEXIBLE JUMPER TO GATE (TYP. x 2).
O PROPOSED GROUND RING AROUND GUY WIRE ANCHOR POINT.
O BOND GUY WIRE ANCHOR TO PROPOSED GROUND RING.
EXTERIOR GROUNDING NOTES:
THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON THE
PLANS IS NOT REPRESENTED AS BEING ACCURATE, SUFFICIENT OR COMPLETE. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL
SUCH FACILITIES, INCLUDING THE SERVICE CONNECTIONS TO UNDERGROUND UTILITIES.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES OF
HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE RESPECTIVE UTILITY COMPANIES
DETAILED INFORMATION AND ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES
AND THE WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE
REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED
DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY
COMPANY OF JURISDICTION. THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED.
— X— X— X— X— X— X— X— X— X— X— X— X— X— X— X—
X—X—X
�x0— x — x — x — x — x — x — x — x — x — x — x — x — x — x — x — x — x — x — x�
•
GUY ANCHOR GROUNDING PLAN
NOT TO SCALE
1. GROUNDING SHALL CONFORM WITH VERTICAL BRIDGE STANDARDS AND PER FEDERAL, STATE AND
LOCAL CODES. IN THE EVENT OF A CONFLICT, MEET THE MOST STRINGENT REQUIREMENT.
2. GROUND RODS PAST METER SHALL BE COPPER CLAD STEEL 5/8 INCH DIAMETER X 10 FEET IN LENGTH (MIN.)
3. ALL GROUND CONDUCTORS PAST METER SHALL BE #2 AWG SOLID BARE TINNED COPPER. MINIMUM BEND RADIUS FOR
CONDUCTOR SHALL BE 8 INCHES.
4. GROUND RODS SHALL BE SPACED NOT MORE THAN 16'-0" AND NOT LESS THAN 6'-0" APART EXCEPT FOR THE
TOWER GROUND RING WHICH SHALL COMPLY WITH TIA/EIA 222 (REV G).
5. CONTRACTOR SHALL ADD ADDITIONAL RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO
ACHIEVE LESS THAN 10 OHMS RESISTANCE TO GROUND.
6. MAINTAIN 2'-0" (TOWER) AND 3'-0" (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS.
7. ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANY JURISDICTION HAVING INSPECTION &
APPROVAL AUTHORITY (IF REQUIRED) AND VERTICAL BRIDGE BEFORE PLACING ANY BACKFILL.
8. ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADWELD OR
EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT.
0
2.5
5
10
GRAPHIC SCALE: 1" = 5'
vertic la b idge
700 PARK OF COMMERCE DRIVE
BOCA RATON FL, 33487
TEL: [phone]
=PROJECT INFORMATION.
SITE NAME:
BLUE PANTHER
SITE No.: US-NC-5181
PROJECT #: 140064078
6720 NC 210 HWY
HARRELLS, NC 28444
BLADEN COUNTY
=PLANS PREPARED BY:
201
Kimley>>>Horn
NORTH
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FRANKLIN STREET,
TAMPA, FL 33602
[phone]
SUITE 150
=REV: —DATE: —ISSUED FOR: —BY:-
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TITLE.
_SHEET
GUY WIRE
GROUNDING AND
FENCE DETAILS
-SHEET NUMBER.
E13
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which R was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Hom and Associates, Inc.
Copyright Kimley—Hom and Associates, Inc., 2022