NCDOT 81-19 Authorization Cow Horn & Batchelors Delight Swamp

pii
_ or ,A./
Ray COOPER " r N.
Governor
ELIZABETH S.BISER
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
March 24, 2023
Mr. Sean Farrell
NC Department of Transportation—Division 3
5501 Barbados Boulevard
Castle Hayne,NC 28429
RE: Letter of Authorization, CAMA Major Permit No. 81-19, Improvements to SR 1308 (Gum Branch Road),
TIP No. U-4906, Onslow County
Dear Mr. Farrell:
This letter is in response to the N.C. Department of Transportation(NCDOT)request dated March 3, 2023,
including two attached drawings dated March 3, 2023, Sheet 1 of 2 and Sheet 2 of 2. The request is to modify
CAMA Major Permit No. 81-19 to allow for the directional bore of three(3) 1.25"diameter HDPE conduits within
one 6"diameter bore for Segra's telecommunications line relocation associated with the U-4906 Gum Branch Road
widening project. The active CAMA Permit for this project authorizes multiple utility relocations,however the
need for this specific utility relocation was not identified in the permit application. The proposed total bore length
would be 2,306 feet and located approximately between STA. 60+00 and STA. 80+00. The bore would be
constructed approximately 10' below the bottom of Half Moon Creek,with the bore pits located on high ground
outside of the Public Trust Shoreline AEC. The proposed bore will not result in any additional impacts to wetlands
or waters of the State.
Please be advised that through this Letter of Authorization,the Division of Coastal Management conveys its
determination that the revision as described in your request dated March 3,2023 is consistent with existing State
rules and regulations and is in keeping with the original purpose and intent of CAMA Permit No. 81-19.
This letter shall be attached to the original of CAMA Major Permit No. 81-19,which was issued on October 14,
2019, as well as the Letter of Authorization dated October 12, 2021,and copies of all documents shall be readily
available on-site when a Division of Coastal Management representative inspects the project for compliance. All
conditions and stipulations of the active permit shall remain in force unless altered herein. This approval does not
eliminate the need to obtain any additional permits,approvals or authorizations that may be required.
Please contact Stephen Lane at(252) 515-5408 if you have any questions or concerns.
Sincerely,
43a- ----
Gregg Bodnar
Major Permits Coordinator
cc: Hannah Sprinkle,NCDWR
Tom Steffens,USACE
na of ala
D_E Q MoreheadNorthCaroli City a OfficeDep 1400rtment Commerce Environmental Avenue Qu i Mooreheadity IDivision Cityof,NorthCoastal Carolina Man gement 28557
NOMHCmINA 4..'°\v/`, 252.8082808

Brittingham, Cathy
From: Brittingham, Cathy
Sent: Friday, March 24, 2023 2:19 PM
To: Farrell, Sean C
Cc: Lane, Stephen;Tom Steffens; Sprinkle, Hannah H
Subject: FW: U-4906 Minor Modification Request for Segra Telecommunications Relocation -
Directional Bore
Attachments: U4906_MinorModRequest_SEGRA_20230303.pdf; Gum Branch Rd (U-4906), Jacksonville
NC (Revision-1).pdf; U-4906, Gum Branch Rd, 81-19, LOA2, March 2023.pdf
Hello,
Attached please find a Letter of Authorization for CAMA Major Permit No. 81-19, Improvements to SR 1308
(Gum Branch Road), TIP No. U-4906, Onslow County.
The Letter authorizes a directional bore of three (3) 1.25" diameter HDPE conduits within one 6" diameter bore
for Segra's telecommunications line relocation associated with the U-4906 Gum Branch Road widening
project. The active CAMA Permit for this project authorizes multiple utility relocations, however the need for
this specific utility relocation was not identified in the permit application. The proposed total bore length would
be 2,306 feet and located approximately between STA. 60+00 and STA. 80+00. The bore would be constructed
approximately 10' below the bottom of Half Moon Creek, with the bore pits located on high ground outside of
the Public Trust Shoreline AEC. The proposed bore will not result in any additional impacts to wetlands or
waters of the State.
Please let me or Stephen Lane know if you have any questions or concerns.
Sincerely,
Cathy
Cathy Brittingham
Transportation Project Coordinator, Division of Coastal Management
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
Mailing Address:
c/o DWR Transportation Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Physical Address:
512 North Salisbury Street
Archdale Building, 12th Floor, Room 1204C
Raleigh, NC 27604
1

QNORTH OAHOI_'.NA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Farrell, Sean C<[e-mail]>
Sent: Friday, March 03, 2023 9:10 AM
To: Lane, Stephen<[e-mail]>
Cc: Herndon,T. Mason <[e-mail]>; Westphal,Anneliese<[e-mail]>; Gingrich, Sophia E
<[e-mail]>; Giles (UB Inc.),Jon W<[e-mail]>
Subject: U-4906 Minor Modification Request for Segra Telecommunications Relocation - Directional Bore
Stephen,
Attached is the minor modification request for the Segra telecommunications line relocation associated with U-4906
which will bore under Half Moon Creek.This utility relocation,which was not originally identified in project planning, is
currently preventing construction from moving forward on the project. We appreciate anything that you can do to help
expedite issuance of the mod. I have attached Segra's encroachment plan submittal separately from the modification for
your reference.
Please let me know if you need any additional information.
Thanks!
Sean Farrell
GIS Analyst
Division 3
NCDOT- Division of Highways
910-341-2033 office
910-599-1184 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
r1
•
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

t '
STATE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
March 3,2023
Mr.Stephen Lane
Coastal Management Representative,Transportation Projects
Division of Coastal Management
400 Commerce Ave.
Morehead City,NC 28557
Subject:Minor Modification Request for Segra Directional Bore of(3)1 1/4" HDPE Line Direction Drill
Beneath Half Moon Creek,CAMA Major Permit No.81-19,TIP No.U-4906,SR 1308 Gum Branch
Rd.Widening.WBS No.40255.3.3
Dear Mr.Lane,
Please find the enclosed revised permit drawing No. 19 of 22 and bore profile for a minor modification
request for the directional bore of(3) 1 'A"HDPE conduit for Segra's telecommunications line
relocation associated with the U-4906 Gum Branch Road widening project.The proposed total bore
length is 2306 linear ft.(- STA 60+00-—STA 82+00)and the total bore diameter proposed is 6"to fit
the(3)HDPE conduit.The proposed bore pits are located outside of the Public Trust AEC in high
ground.As proposed,the bore depth will be approximately 10'below the bottom substrate of Half Moon
Creek.No impacts to jurisdictional waters or wetlands are proposed by this bore.Erosion control
measures will be implemented in accordance with NCDOT's Erosion and Sediment Control Plan and a
utility pre-construction meeting will be held to ensure NCDOT construction staff and the contractor are
prepared to respond to any issues including potential frac-outs of drilling slurry.
We anticipate$100.00 will be charged to the subject WBS to cover the processing fee for this minor
modification request.Please let me know if I can provide any additional information.
Sincerely,
Sean Farrell
GIS Analyst,NCDOT Division 3
ec:
Mason Herndon,Division 3 Project Development Environmental Engineer
Anneliese Westphal,Division 3 Senior Environmental Specialist
Sophia Gingrich,Division 3 Environmental Specialist
Jon Giles,Division 3 Utility Coordinator
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 5501 BARBADOS BOULEVARD
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE,NC 28429-5647
5501 BARBADOS BOULEVARD
CASTLE HAYNE,NC 28429-5647 Website:ncdot.gov

Total Underground Rake Off Total Aerial Rake Off Total Inside Plant(ISP)Rake Off
Estimated Actual Estimated Actual Estimated Actual
Unit Code&Descnption Units Quantity Quantity Unit Code&Description Units Quantity Quantity Unit Code&Description Units
Quantity Quantity
201-1 — Directional Bore up to (2) 1.25. HDPE SDR11 FT 2306'
201-3 — adder — Pull back additional 1.25. HDPE (up to 4) FT 2306'
201-10B — Channell Tier 22 handhole-30'x48'x36' Installed w/Ground Rod EA 3
201-16A — Locate Marker Pole Installation (Pole Supplied by SEGRA) EA 2
201-16B — Marker Pole Installation (Pole Supplied by SEGRA) EA 3
201-19 — Bore Pit EA 6
201-20 — Enter Existing Handhole EA 2
MATERIAL TOTALS OSP 96CT. FIBER OPTIC CABLE UNDERGROUND 2306'
96CT FOC 2706' OSP 96CT.SERVICE COIL UNDERGROUND 100'
1-1/4"HDPE 6918' OSP 96CT.SLACK LOOP UNDERGROUND 300'
VAULT/HANDHOLE 3
GROUND ROD 3 UNDERGROUND TOTAL(96CT): 2706'
LOCATE MARKER POST 2
Cable Placement,Splicing,Testing ETC Rake Off MARKER POST 3
Unit Code&Description Units Estimated Actual FOSC 450D SPLICE CLOSURE 2
Quantity Quantity
301-1 — Cable Placement in Conduit _ FT 2706' 72CT SPLICE TRAY 2
301-5 — Closure Prep EA 2 TALL BASKET 2
301-9 — Fusion Splice 49-144 EA 2
301-11 — Bonding e/w (1) 8' Copper Rod EA 3
301-13 — OTDR Testing 49-144 fibers EA 2
301-15 — Prep Cables EA 2
301-17 — Build Enclosure EA 2
Material Rake Off
Unit Code&Description Units Estimated Actual
Quantity Quantity
401-4 — 96 Strand Single Mode SASJ 2x12 loose tube FOC Per FT 2706'
401-8 — Tyco D new enclosure EA 2
401-9 — Tyco D Tray EA 2
401-10 — Channell Tier 22 handhole — 30"x48'x36' EA 3
401-16 — 8' copper ground rods EA 3
401-18 — 1-1/4. HDPE SDR11 LF 6918'
3 AS—BUILT
8dill 1 2 02/24/23 JC JC REVISION 1
1 02/03/23 JC JC ORIGINAL
II NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PROJECT MANAGER. Michael Wornom
ENGINEERING FIRM. TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906).Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET- 15 OF 15

DIRECTIONAL BORE PROFILE
DIRECTIONAL BORE DETAIL UNDER GUM BRANCH RD (SR-1308)
_.l
62'
N 21' 36' I
2 � —
= l ________
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-
site
411.
WOO
i o
DIRECTIONAL BORE DETAIL UNDER GUM BRANCH RD (SR-1308)
52'
7' 37' --, I 8 Ti'
= CL _�
= / R��OI-.I��rO)
m
® ) I L B P .
•
•
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aft, ego
3 AS—BUILT
811 2 02/24/23 JC JC REVISION # 1
1 02/03/23 JC JC ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PROJECT MANAGER: Michael Wornom
ENGINEERING FIRM. TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906),Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET. 14 OF 15

BONDING & GROUNDING DETAILS
AERIAL NOTES:
1. Establish and maintain continuity of all metallic components(strength member,shield,
moisture barrier,armor)across all aerial splices.
2. Bond metallic components to the support strand at all splice locations
3. Bond support strand to pole MGNV at all riser poles,fiber loop(2,000')locations for
future splice
and fiber splice locations
4. Place bonds between all metallic cable components and the support strand at least
once every 14 miles(6,600 feet).
BURIED NOTES: POLE POLE POLE POLE
BOND STRAND TO MGNV AT ALL
1. Establish and maintain continuity of all metallic sheath components and strength RISER POLES SPLICE LOCATIONS BOND STRAND TO MGNV BOND STRAND TO MGNV BOND STRAND TO MGNV
members in the cable and across all buried splices I II
2. Bond metallic sheath components and strength members to 5/8"x 8'copper dad BOND DOWN-GUY TO MGNV ARMORED FOC&10M STRAND � ARMORED FOC&10M STRAND , ARMORED FOC&10M STRAND
ground rod at all buried splices #6 GRD-WIRE 8 BONDING CLAMPS i -
44 100'COIL 1� 100'COIL r� �, r�3. Place i"x 8'copper dad ground rods at all handholes for future splidng and grounding 100'COIL 100'COIL
4. Place bonds between all metallic cable components and copper dad ground rods at
I FUTURE SPLICE I FUTURE SPLICE
least once every 14 miles(6,600 feet). 11' ARMORED FOC NOTE I NOTE
BOND FOC TO MGNV USING BOND METALLIC
5. Place Cathodic Protection Test Station at all buried fiber cable splices and when C?j BOND SUPPORT STRAND TO MGNV I GOING DOWN POLE I COMMSCOPE SUREGROUND SHIELD TO MGNV
AT ALL FUTURE SPLICE LOCATIONS
bonding fiber metallic cable components to copper dad ground rods every 14 miles .; MGNV MGNV GROUND KIT FOR 5/8"CABLE MGNV
QO I I MGNV
NOTE:
BOND FOC TO GROUND ROD I I
TEST USING COMMSCOPE
SUREGROUND TEST
STATION GROUND KIT FOR 5/8" STATION
HANDHOLE HANDHOLE HANDHOLE
EXISTING GRAVEL (2.5'X 4'X 3') (2.5•X 4•x 3') (2.5'X 4'X 3') EXISTING GRAVEL
•_..;' I / EXISTING GRAVEL
BONDING CLAMP ANCHOR �V r`
III
�..� �1 I NOTE:
BONDING CLAMP BOND FOC TO GROUND ROD I
AT RISER POLES AND EVERY
ARMORED FOC •�' ARMORED FOC ARMORED FOC • �,' 6,600 FEET(1i MILES) I I
100'COIL 100'COIL — 100'COIL
COPPER CLAD COPPER CLAD COPPER CLAD MGNV MGNV MGNV
GNV MGNV
GROUND ROD(5/8"X 8') GROUND ROD(5/8"X 8') GROUND ROD(5/8"X 8')
1.----BOND FOG TO GROUND ROD EVERY 6.600'(14 MILES) 1. BOND METALLIC SHIELD TO MGNV EVERY 6.600'(1-4'MILES)
1
TEST STATION WITH COIL
TEST STATION DETAIL SCHEMATIC TEST STATION WITH FIELD SPLICE FOR FUTURE SPLICE
CATHODIC PROTECTION CATHODIC PROTECTION CATHODIC PROTECTION
n #6 GRD-WIRE TO n #6 GRD-WIRE TO #6 GRD-WIRE TO FOC
OUTGOING FOC #6 GRD-WIRE TO FOC
.:55
I I INCOMING FOC II
I
EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE
EXISTING GRADE
•••#6 GRD-WIRE TO•• ••�� ••HANDHOLE(2.5•X 4•X 3') ••��• ••HANDH LE••
•
•
•
•• r1a •••#6 GRD-WIRE FROM INCOMING •• GRD-WIRE TO • a
#6 GRD-WIRE TO METAL •�••• GROUND ROD • •••• • t® ®�•a••••••
SHIELD OF FOC (5/8"X 8') •• ••❖• FOC TO SPLICE COMING
GROUND ROD(5/8"X 8') r
#6 GRD-WIRE TO `u- S L CE ENCLOSURE
r 50'COIL
METAL 50'COIL 111411111461111111.
I 1 1 #6 GRD-WIRE FROM FOC TO �� 11
r.� SPLICE ENCLOSURE
SHIELD OF FOC � �������� GROUND ROD(5/8"X 8') �••(�.�. �•
#6 GRD-WIRE FROM of.uY,ig_��Y.'... #�; �� �••�•�; R\
ARMORED FOC ARMORED FOC OUT GOING FOC TO 6"GRAVEL 50'COIL r r -Y Y Y 6"GRAVEL 2 02 24 23 JC JC REVISIONILT
SPLICE ENCLOSURE 811 1 02/03/23 JC JC ORIGINAL 1 ARMORED FOC ARMORED FOC ARMORED FOC ARMORED FOC NO. DATE ENG DESIGN DRAFTING COMMENT
#6 GRD-WIRE TO
GROUND ROD(5/8"X 8')
#6GRD-WIRE FROM GROUND ROD = Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
(5/8"X 8')TO SPLICE ENCLOSURE Call before you dig.
COPPER CLAD COPPER CLAD GROUP HOLDINGS, LLC d/b/a SEGRA
= GROUND ROD(5/8"X 8') GROUND ROD(5/8"X 8')
PROJECT MANAGER: Michael Womom
COPPER CLAD ENGINEERING FIRM: TPRC BROADBAND
GROUND ROD(5/8"X 8') SO/E WO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906),Jacksonville NC(Revision-1).dwg
CONFIDENTIAIJPROPRIETARY SHEET: 13 OF 15

TYPICALS
TYPICAL DETAIL- #9A
DIRECTIONAL BORE WITH BRIDGE UNDER TYPICAL DETAIL - #5
CANALS&CREEKS DIRECTIONAL BORE NON-DOT ROADS
EXISTING GRADE
r- . ._.: - -_ I
el
iy \/V'%\ \/\ /\/\/V/ i\. is \
COVER \\//\/ /\ ////\\/\�\// 4,COVER\/j
/,\ .\i�A \�\\ice\��\� , ,/��\,\\/\/\�� /\\/ y,�i,
/ / \/i�i / /i/i/i // i/ i / i / / / / /
/ / ✓/ /,\i/ \i /,\i,,
/ / �/ /i\� i�/\%\ \ ,%\v i�i`�ii \//`// /// /i\ \/\\/,
i\ \ \ \/\ \ \ \ \ \ \ \ \ \\ \/\ \\\�\\ \ \\ \\\\\/\\\\\\ EXISTING GRADE EXISTING GRADE
T \�i\ \%\\i�\\\\\�\ �\�\\��i�%��%�` '0 ��i��V.,..( -/ i\i\/\y\ \ \ \�/� //// 0 /\/ / /\/\/ / /\oZ!/\\//\/\/\/\
i\\ \/\\/\\/\\/\\/\/\ , /\\/\\/\\/\\/\/ /\/\/\/\\/ //,//� /,�i�i� /�y,�i/\ ���A/\ \y\
/ ///, /////////\ ,'//\/// ///\�\/ ///\y\/\/\/\/\//, \\ \ \/\\\\\�DIRECTIONAL BORE\ `/\\\\\\/\\\\
/.�, �%/ \���% %/%�/\\/%/%%am/%/%%%'//\//,. % /\<\\s, /\/ /\.",<\"/ v .. \ \ \ \ \ \ V\
3 AS—BUILT
81 1
2 02/24/23 JC JC REVISION / 1
I 02/03/23 JC JC ORIGINAL
NO. DATE DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PROJECT MANAGER: Michael Womom
ENGINEERING FIRM: TPRC BROADBAND
SO/E W O#,EBS# SO# E WO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906).Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET: 12 OF 15

TYPICALS
TYPICAL DETAIL - #2A TYPICAL DETAIL-#4A
BULK304836 PARALLEL CONDUIT DETAIL FOR DOT R/W
BULK VAULT HDPE STRUCTURAL FOAM
SHIELD X COMPOSITE COVER II
CHANNEL-BULK3048363B1420 r VARIES 1
NP10-5508
O 0 _I0 cc
COMPOSITE DIMENSIONS VARIES VARIES Lij X VARIES'
COVER LIFT PI LENGTH WIDTH DEPTH
SHIELD X SPLIT COVER OUTSIDE 51 3/4. 34 3,4" 35 34-
4S ''. a* INSIDE 461,2- 283/4" 323i4" \ , \
• ANTI-SLIP TREAD PATTERN %j\/\/ //j/j /// '/ / / //\ \/\ .
C. FEATURES: / /���/� \/�/ �/�/ \` \/�CJ1����
LOG• ' ' 30-X48-X36"(open 110or)(actual dimensions on drawing) % �\//./‹/›//\/�\ ^/�\ ASPWLLT � \� �j �
BULK VAULT—SHIELD X Split COVER-Tier 22 Load / 4 UNDIS/TU/URBED EARTH
�/\ / / ROADWAY / / .
�/ 3)
4II )Ied Cov(e Nkv: ng Auge boSI/SGTE 77 11S,Hex(9116')or Pen1a �j/i/ //�' // //\' � �\' �� � \/\ / j\
(7/8'h)head with washer \ \ \ \ \ \ \ \ \
(4)Non-Seizing Fastening System,Field Replaceable /\�� /\�\A A./ � �� �\ � \
(4)Embedded Composite Rack Support v
(1)Lifting slat equipped wM stainless steel pm(slot Isapprommatey 2 55 034) \
1 rj (4)Wintenzed Cable Drop slide(1 1.5'U 1 WI HDPE ROLE PIPE AS SPECIFIED
kr /rW. \ (1)Galvanized Center Beam
EMI(1)OPTIC CABLE
�A� ''; (2)Logo Disk
1i�.�� � EMBEDDED RACKING
m �P`PsP� /�4 (2 EACH SIDE) WEIGHT&SHIPPING:
1i���P Ar�rl/ Cover Weight 50 lbs(Per Han)
�PP,P�P� RAVEL BASE Box Weight 129 lbs
4% k§iQR:.... .. ' Assembly Weight 229 lbs
N i Am.�
BULK VAULT s��a �Ar�i PERFORMANCE TESTING:
�r � ,j1K ANSI/SCTE 77 2013-TIER 22 Rated(33,750 lbs)
'�' AS3996—Class C
EN124 Class 6125
ASTM C1028-07 SAS-4586(Shp Reslslance)
10,000 Hour Xenon-Arc Exposure(No fiber-bloom)
NOT TO SCALE ASTM 0635-06(Flammability)
TYPICAL DETAIL
DIRECTIONAL BORE TIE-IN DETAIL
5' z-IDOSINO WADE
1 -
1
TYPICAL DETAIL - #6C
CTIOI
DIRECTIONAL BORE UNDER STATE ROADS DIRE BOAE — DIREcTIONAL
1E-N PONT USNG DOUBLE-E
LOOK TO CONNECT PP M 4'W X 51 EXCAVATION
PIT ON R/W
•BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO SOME POINT
it ASPHALT PAST THE INTENDED TIE-IN,THEN TURN UP TO DAYLIGHT.
ROADWAY ROADWAY •TIE-IN POINT IS EXCAVATED,PIPE CUTOFF WHERE THEY CROSS EACH
\A\ \/�` OTHERCO N DESIGNTHE DEPTH AND A HIGH PRESSURE COUPLER IS INSTALLED
/ TO CONNECT THE TWO PIPES AT DESIGN DEPTH.
\/ /\/ /\/ / \/ / // \/ \/ `/ / / / / \� / 10' / •ALL EXCAVATIONS OR TRENCHES IA)FOUR FEET OR GREATER IN DEPTH
• /\//\//\//\//\//\ / // // // // // // // // // // //\ COMER \ SHALL BE APPROPRIATELY BENCHED.SHORED.OR SLOPED ACCORDING
\/ /\ \/L D \// /V/\ //�,/ /UNgSTIXi�D EART/( / EXCAV PROCEDURES AND SET OSHAS
TO THE PRO STANDARDS,2R REQUIREMENTS 1E .1E26 FORTH ANDIN1 CORNS
\ \ \ ce /
/vA��\��\•/vA•/v\•/v\•/vA�/v\�/v\�/vA�/vA�/\/V/v /:��//\ vA//,,,,' ' � /v\� //
(3) 1.25 ROLL PIPE AS SPECIFIED E/W 3 AS—BUILT —
(1) FIBER OPTIC CABLE 811 2 02/24/23 JC JC REVISION 1
1 02/03/23 JC JC ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dig, GROUP HOLDINGS. LLC d/b/a SEGRA
PROJECT MANAGER: Michael Wornom
ENGINEERING FIRM: TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906).Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET: 11 OF 15

\ \ CONSTRUCTION NOTES
vv`r MATCH TO SHEET 9
\ \% t>
I O PROPOSED SEGRA HANDHOLE - HH-4
\ MARKER POSE, GROUND ROD,&GRAVEL
NOTE:30 X48)(36"E/VI NCDOT LID
\ \\ : / RATING AT 20,000 LBS
O CABLE FIBERS:96CT FOC
\ CABLE OWNER:SEGRA
BORE AT A \\, CABLE LENGTH: 152'
DEPTH OF 10' \ NOTES PULL NEW 96CT FOC 52'FROM PROPOSED HH-4 TO
\\ O. PROPOSED BP-6, LEAVE A 100'SLACK LOOP IN PROPOSED HH-4.
\� \V= CONDUIT OWNER:SEGRA
\ CONDUIT LENGTH: 52'
CONDOR QTY: 3
DIRECTIONAL BORE 10' •\ CONDUIT SIZE: 1-1/4'
BELOW CREEK BED \ V \\\ ABANDON FIBER NOTE OMiEC11ONAL BORE(3) 1-1/4'HDPE 52' FROM PROPOSED
AFTER CUT OVER HH-4 TO PROPOSED BP-6.
OPROPOSED SMALL BORE PIT- BP-6
1 SIZE 3'X3'X4'
O CABLE FIBERS: 96CT FOC
\\ CABLE OWNER: SEGRA
\ CABLE LENGTH: 77'
4•t` ' \ © NOTES: PULL NEW 96CT FOC 27'FROM PROPOSED BP-6 TO
/ \ EXISTING HH-5, LEAVE A 50'SERVICE COL IN DOSING HH-5.
31 A\\
ss\ �- CONDUIT OWNER: SEGRA
40 3 5 CONDUIT LENGTH: 27
\ CONDUIT MY:3
\ CONDUIT SIZE 1-1/4'
© CONDUIT TYPE: HOPE
IN: y ® �`Zl f�j \\\�9�. 5y�o� NOTE DIRECTIONAL BORE(3) 1-1/4'HDPE 27'FROM PROPOSED
96ct DOT: 0 9C.b 1�r-' ® �F!p BP-6 TO EXISTING HH-5.
�o C O EXISTING SEGRA HANDHOLE - HH-5
F'� 0 ® a\�? 0r PLACE LOCATE MAKER POST
as PP9L
IIIIIIIMI
4 \\ 96ct EZEIMIffil
\
\
\
\
\ ly
\
Fo \\
-o \
\
\
\
.O9 \\\
SHAWL CORRESPONDS TO PHOTO LOCUMS NM°RIENTAT CH. SEE
> SHEET#FOR SIZE PHOTOGRAPHS.
3 AS-BUILT
Page Rake Off 81' z 02/24/23 JC JC REVISION # 1
Unit Code&Description Units Estimates Actual 1 02/03/23 JC JC ORIGINAL
Quantity Quantity NO DATE ENG DESIGN DRAFTING COMMENT
201-1 - Directional Bore up to (2) 1.25' HOPE SDR11 FT 79'
201-3 - adder - Pull back additional 1.25" HDPE (up to 4) FT 79' Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
201-10B - Channell Tier 22 handhole-30'x48'x36' Installed w/Ground Rod EA 1 CBllbeforeyoudig. GROUP HOLDINGS, LLC d/b/a SEGRA
201-16A - Locate Marker Pole Installation (Pole Supplied by SEGRA) EA 1 SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
201-16B - Marker Pole Installation (Pole Supplied by SEGRA) EA 1 PROJECT MANAGER. Michael Wornom
201-19 - Bore Pit EA 1 CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING FIRM TPRC BROADBAND
201-20 - Enter Existing Handhole EA 1 APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO SO/EWO#,EBS# SO# EWO#/EBS#
301-1 - Cable Placement in Conduit FT 229' PROJECT. U-4906
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT 0 10' 20' 30' 40' 50' ADDRESS Gum Branch Rd.Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. DRAWNG NAME Gum Branch Rd(U-4906).JacksonvWeNC(Rerasion.1)d,9
SCALE: 1"=50' CONFIDENTIAL/PROPRIETARY SHEET. 10 OF 15

I1 1 MATCH TO SHEET 8 CONSTRUCTION NOTES
1.-liV\ \ 111111
1)' O CABLE FIBERS: 96CT FOC
• CABLE OWNER: SEGRA
a 11 GEWOOD DR CABLE LENGTH: 400'
1 O li ED P LLPROPOSEDLNEW 96CT FOC 400' FROM PROPOSED BP-4 TO
-5.
BAMBOO t 1 0 /) :� /�
CONDUIT OWNER:SEGRA
*.,. 11 CONDUIT LENGTH: 400'
CONDUIT Q1Y: 3
Iii
CONDUIT SIZE: 1-1/4"
1 CONDUIT TYPE: HDPE
1\ NOTE DIRECTIONAL BORE (3) 1-1/4"HOPE 400' FROM PROPOSED
1 BP-4 TO PROPOSED BP-5.
AV \1\ ABANDON FIBER 2 PROPOSED SMALL BORE PIT - BP-5
AFTER CUT OVER SIZE 3'X3'X4'
1
O CABLE FIBERS: 96CT FOC
1
1 CABLE OWNER: SEGRA
1 CABLE LENGTH: 275'
1 NOTES: PULL NEW 96CT FOC 275' FROM PROPOSED BP-5 TO
1 PROPOSED HH-4.
\ 1 CONDUIT OWNER: SEGRA
BORE
OF 10' \ 1 CONDUIT LENGTH:275'
1 CONDUIT QTY: 3
CONDUIT SIZE 1-1/4"
3 O. t CONDUIT TYPE: HOPE
1,\ /J NOTE DIRECTIONAL BORE(3) 1-1/4'HOPE 275' FROM PROPOSED
BP-5 TO PROPOSED HH-4.
\♦ 1
1
♦ 1
♦ \
•
♦ •
♦ 5
♦ •
♦ `.
♦ 0
G.
♦ 2' .
•
♦ C
♦ 60 -a \
♦ N
`.
,. ••. - 1.
0 ' .is.,.
I' —
a
3I
.
.
. -1
MATCH TO SHEET 10 (1sHaT p,oTo PICITO.LOCATIONS NM OFIDrtRMM1 SEE
% FOR SHE. /
3 AS—BUILT
Page Rake Off 2 02/24/23 JC JC REVISION # 1
Unit Code&Description Units Estimated Act upl �'1 1 02/03/23 JC JC ORIGINAL
Quantity Quantity NO. DATE ENG DESIGN DRAFTING COMMENT
201-1 - Directional Bore up to (2) 1.25" HDPE SDR11 Fr 675'
201-3 - adder - Pull back additional 1.25' HDPE (up to 4) FT 675' !(oowwhalsbelow. SOUTH CAROLINA TELECOMMUNICATIONS
201-19 - Bore Pit EA 1 Calll>etoreyoudig. GROUP HOLDINGS, LLC d/b/a SEGRA
301-1 — Cable Placement in Conduit FT 675' SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
PROJECT MANAGER. Michael Womom
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
ENGINEERING FIRM: TPRCBROADBAND
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO SO/EWO#,EBS# SO# EWO#/EBS#
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT PROJECT: U-4906
0 10' 20' 30' 40' S0' ADDRESS: Gum Branch Rd,Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. DRAWING NAME Gum Branch Rd(U-4906),Jacksonville NC(Revisicu-1).dw9
SCALE: 1"=50' CONFIDENTIAL/PROPRIETARY SHEET: 9 OF 15

I i', CONSTRUCTION NOTES
; 1', MATCH TO SHEET 7
2' 36' 1 O CABLE FIBERS: 96CT FOC
1' 1
CABLE OWNER: SEGRA
10' �� �' GABLE LENGTH: 390'
NOTES: PULL NEW 96CT FOC 390' FROM PROPOSED BP-3 TO
v,M W '1 •• 1 PROPOSED BP-4.
O I o I
1' CONDOR OWNER: SEGRA
1 ;' CONDUIT LENGTH: 390'
CONDUIT QTY: 3
CONDUIT SIZE: 1-1/4'
CONDUIT TYPE HDPE
I NOTE: DIRECTIONAL BORE(3) 1-1/4"HDPE 390' FROM PROPOSED
BP-3 TO PROPOSED BP-4.
O PROPOSEDtp
SMALL BORE PIT - BP-4
1 y SIZE: 3X3'X4'
1I'1
1
1 1
1
1 ;60 1
' 1,
1,
BORE AT A 1'.
DEPTH OF 10' 1 ii 11',
U. ',
1 r,
11
\''
1
1 1:
II
1 �',
1 �'' ABANDON FIBER
1�
AFTER CUT OVER
1 .1
1
1
��yy i1
,r' 1
0Ill 1
1
4,1 1
1 1
g3 11it
1b
\ \ 1
1
1
j 1
1
2' M ' , 1
1
© `LIS a' �'', I
n
3''Anti , i,
3'* 1*
N
11
I l
MATCH TO SHEET 9 /y\ P CORRESPONDS TO MOTOTO µD ORIEMATIDN. SEE
\YJ /FOR SIII
3 AS—BUILT
Page Rake Off 2 02/24/23 JC JC REVISION 1
Estimatec Actual
Unit Code&Description Units Quantity Quantity 1' 02/03/23 JC JC ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
201-1 - Directional Bore up to (2) 1.25" HDPE SDR11 FT 390'
201-3 - odder - Pull back additional 1.25" HDPE (up to 4) FT 390' Know xhatsbelow. SOUTH CAROLINA TELECOMMUNICATIONS
201-19 - Bore Pit EA 1 Callbetoreyoudig. GROUP HOLDINGS, LLC d/b/a SEGRA
301-1 - Coble Placement in Conduit FT 390' SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
PROJECT MANAGER: Michael Womom
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING FIRM: TPRC BROADBAND
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO o 10' SO
BEGINNING soa Ewon/EBSa
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT ADD
20' 30' ADDRESS:
G49os
40' S0' RESS: Gum Branch Rd,Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. DRAWING NAME:Gum Branch Rd(U-4906),Jacksonville NC(Revision-1).dwg
SCALE: 1"=50' CONFIDENTIAL/PROPRIETARY SHEET-. 8 OF 15

V \t] • \V CONSTRUCTION NOTES
♦♦ l� MATCH TO SHEET 6 0 PROPOSED SEGRA HANDHOLE - HH-3
1 g% MARKER POST,GROUND ROD, & GRAVEL
�w� NOTE:301(48'X36'VW NCDOT UD
RATING AT 20,000 LBS
1 O CABLE FIBERS:96CT FOC
_ / ■ CABLE OWNER: SEGRA
1 CABLE LENGTH: 240'
�_ .�,• NOTES PULL NEW 96CT FOC 140' FROM PROPOSED HH-3 TO
BORE AT A 1 PROPOSED BP-3, LEAVE A 100'SLACK LOOP IN PROPOSED HH-3.
DEPTH OF 10' CONDUIT OWNER: SEGRA
1 CONDUIT LENGTH: 140'
CONDUIT Q1Y: 3
Y G CONDUIT SIZE 1-1/4'
CONDUIT TYPE: HDPE
NOTE DIRECTIONAL BORE(3) 1-1/4'HDPE 140'FROM PROPOSED
I
HH-3 TO PROPOSED BP-3.
BEAGLE t"N 1 3O SIZE:PROPOSED X4'SMALL BORE PIT- BP-3
'\ r �i
■
I ABANDON FIBER
1 �, AFTER CUT OVER
I
1 Ilil\I
�\NGGPG Cfz1 ��6A �o w N.ad 10N oo➢ ® ..1-440 fn5' 0' 75 1
a�`
Ilii 1
q 36' CI
IN: ' 1
96ct OUT: 0 ' ; ;
© �� 1
t 1
1
s` 1
i
>: I
1 ,-nf
1!!! allt':-co
1
II 1
0 N_�Ik 10' 1
2
60' 1
1 I ;
1
fi
MATCH TO SHEET 8 s��f CORRESPONDS TO LOCATORS AM ORIENTATION. SEE
FOR SR n r/ rlea
3 AS-BUILT
Page Rake Off 2 02/24/23 JC JC REVISION 1
Unit Code&Description Units Estimated Actual �'' 1 02/03/23 JC JC ORIGINAL
Quantity Quantity NO. DATE ENG DESIGN DRAFTING COMMENT
201-1 - Directional Bore up to (2) 1.25' HDPE SDR11 FT 140'
201-3 - adder - Pull back additional 1.25' HDPE (up to 4) FT 140' Know what's below.
SOUTH CAROLINA TELECOMMUNICATIONS
201-10B - Channel) Tier 22 handhole-30'x46'x36' Installed w/Ground Rod EA 1 Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
201-16B - Marker Pole Installation (Pole Supplied by SEGRA) EA 1 SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
201-19 - BoreOfe Pit EA 1 PROJECT MANAGER Michael Womom
301-1 - Cable Placement in Conduit FT 240' CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING FIRM TPRC BROADBAND
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO SO/EWO# EBS# SO# EWO#/EBS#
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT PROJECT U4906
0 10' 20' 30' 40' S0' ADDRESS: Gum Branch Rd,Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. 111 DRAWING NAME Gum Branch Rd(U-4906).Jacksonville NCIRevision1,.dwg
SCALE: 1'=50' CONFIDENTIAUPROPRIETARY SHEET. 7 OF 15

, I I
rt lv CONSTRUCTION NOTES
1 �]+ I MATCH TO SHEET 5
1 O PROPOSED STALL BORE PIT— BP-2
II I SIZE: 3'X3'X4'
I1 1 ' O CABLE FIBERS: 96CT FOC
' NO
1 1 CABLE OWNER:SEGRA
I 1 CABLE LENGTH: 390'
/ I I PROS: NEW 96CT FOC 390' FROM PROPOSED BP-2 TO
1 PROPOSED H-3.
1
111
I CONDUIT OWNER: SEGRA
111
. CONDUIT LENGTH:390'
1 1 CONDUIT CITY: 3
� 1 CONDUIT SIZE: 1-1/4.
1 CONDUIT TYPE HDPE
I NOTE: DIRECTIONAL BORE(3) 1-1/4'HDPE 390' FROM PROPOSED
II
BP-2 TO PROPOSED ftl-3.
1 �i j ABANDON FIBER
1 I 1 AFTER CUT OVER
II I
I 1
1 1
� 1,
1
1
I
I
BOREATA 1.
DEPTH OF 10' 0 Ii'
1 1
I �1 t
I
1
\ :%
6
, .
4) �� �'
C I1
I
N 22
4' t
e' 0111 36 i
I
1 t
I A.
1
® II o ;i
1 11
i
1 =
o
73
11
I'.
0 1
1
1 I MATCH TO SHEET 7 SYMBOL� O PHOTO TE LOCATIONS PAD OBUBA71DIL sa
SHEET#3 AS—BUILT
Page Rake Off 2 02/24/23 JC JC REVISION # 1
Unit Code&Description Units Estimated Actual ' 1 02/03/23 JC JC ORIGINAL
Quantity Quantity NO. DATE ENG DESIGN DRAFTING COMMENT
201-1 — Directional Bore up to (2) 1.25- HDPE SDR11 FT 390' IP
201-3 — odder — Pull bock additional 1.25- HOPE (up to 4) FT 390' Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
201-19 - Bore Pit EA 1 Callbeforeyoudig. GROUP HOLDINGS, LLC d/b/a SEGRA
301-1 — Cable Placement in Conduit FT 390'
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE PROJECT MANAGER Michael Womom
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING FIRM TPRC BROADBAND
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO SO/EWO#.EBS# SO# EWO#/EBS#
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT ADDJECT G4906
0 10' 20' 30' 40' S0' ADDRESS'. Gum Branch Rd,Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. 111 DRAWING NAME Gum Branch Rd(u-4906)Jacksonville NC(Revision-1)dwg
SCALE: 1.=50' CONFIDENTIAL/PROPRIETARY SHEET 6 OF 15

CONSTRUCTION NOTES
�- O IXISIING SEGRA HANDHOLE - HH-1
-- PLACE LOCATE MAKER POST
o �OQ '
-'- O CABLE FIBERS: 96CT FOC
�. CABLE OWNER: SEGRA
-n -' CABLE LENGTH: 225'
-�-� NOTES: PULL NEW 96CT FOC 175' FROM DOSING HH-1 TO
�� o �- PROPOSED BP-1, LEAVE A 50'SERVICE COIL IN DOSING HH-1.
-.
ON y i.' CONDUIT OWNER: SEGRA
I - CONDUIT LENGTH: 175'
I O CONDUIT OW: 3
CONDUIT SIZE: 1-1/4'
CONDUIT TYPE: HOPE
�', 96ct OUT: NOTE DIRECTIONAL BORE(3) 1-1/4'HOPE 175' FROM EXISTING
I
HH-1 TO PROPOSED BP-1.
t. I I 1II, O PROPOSED SHALL BORE PIT - BP-1
1 SIZE: 3'X3'X4'
0 la
I O CABLE FIBERS: 96CT FOC
�! 4 CABLE OWNER: SEGRA
1 CABLE LENGTH: 162'
I NOTES: PULL NEW 96CT FOC 62' FROM PROPOSED BP-1 TO
1 1 1 PROPOSED HH-2, LEAVE A 100' SLACK LOOP IN PROPOSED HH-2.
1 I CONDUIT OWNER: SEGRA
CONDUIT LENGTH: 62'
I ' 1 j, CONDUIT OW: 3
II 1 CONDUIT SIZE: 1-1/4'
1 f,I CONDUIT TYPE: HDPE
I C 1 1 © NOTE: DIRECTIONAL BORE (3) 1-1/4'HOPE 62' FROM PROPOSED
1 BP-1 TO PROPOSED HH-2.
1 O PROPOSED SEGRA IANDHOLE - HH-2
73 MARKER POST,GROUND ROD,& GRAVEL
Z 1 1 NOTE: 30'X48'X36'E/W NCDOT UD
n 1 1 RATING AT 20,000 LBS
11 CABLE FIBERS: 96CT FOC
'0 \ 1 y O CABLE OWNER: SEGRA
0
CABLE LENGTH: 395'
96ct IN: 1 j NOTES: PULL NEW 96CT FOC 395' FROM PROPOSED HH-2 TO
OUT: II I ! PROPOSED BP-2.
ta
0 1; CONDUIT OWNER: SEGRA
tit -' - CONDUIT LENGTH:395'
7' „0 5 0 CONDUIT OW: 3
N N �- (67) t 1• ABANDON FIBER CONDUIT SIZE: 1-1/4'
Vi CONDUIT TYPE HOPE
+ Z� 1 � �" NOTE: DIRECTIONAL BORE(3) 1-1/4"HOPE 395' FROM PROPOSED
0 v v7 ✓ AFTER CUT OVER HH-2 TO PROPOSED BP-2.
O, 1
o 21, 36' B
r 4:— 75' �_
1
5' 1iiii
��I �'
IC 1
i\
BORE AT A 1
DEPTH OF 10' maga1 I
I 1'■ RAMSEY RD(SR-1324)
0 I '
1 \I 1
1 I 1
1
1 l� 1 • SY160L CORRESPONDS TO PHOTO LOCATIONS AND OWDRA & SEE
MATCH TO SHEET 6EET+
FOR SUE PHOTCGRAFte.
3 AS—BUILT
Page Rake Off 811 2 02/24/23 JC JC REVISION # 1
Units Estimatec Actual 1 02/03/23 JC JC ORIGINAL
Unit Code&Description
Quantity Quantity No DATE ENG DESIGN DRAFTING COMMENT
201-1 - Directional Bore up to (2) 1.25' HDPE SDR11 FT . It
632'
201-3 - adder - Pull back additional 1.25' HDPE (up to 4) FT 632' •or,what's below. SOUTH CAROLINA TELECOMMUNICATIONS
201-10B - Channell Tier 22 handhole-30'x48'x36' Installed w/Ground Rod EA 1 Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
201-16A - Locate Marker Pole Installation (Pole Supplied by SEGRA) EA 1 SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
201-16B - Marker Pole Installation (Pole Supplied by SEGRA) EA 1 PROJECT MANAGER: Michael Womom
201-19 - Bore Pit EA - 1 CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEERING FIRM: TPRCBROADBAND
201-20 - Enter Existing Handhole EA 1 APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO so/EO#,EBs# so# Evvo#/EBS#
301-1 - Cable Placement in Conduit FT ' VV 782' BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT PROJECT: U-4906
0 10' 20' 30' 40' BC ADDRESS: Gum Branch Rd,Jacksonville NC
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY. llil DRAWING NAME:Gum Branch Rd(U-49os).Jacksonville NC(Revision-1).
—
SCALE: 1"=50' CONFIDENTIALJPROPRIETARY SHEET: 5 OF 15

GENERAL NOTES
GENERAL NOTES HAZARDOUS MATERIALS SPECIAL UTILITY CLEARANCES
•CONTRACTOR MUST OBTAIN LOCATES PRIOR TO DISTURBING THE GROUND. •THE CONTRACTOR SHALL NOTIFY THE JURISDICTIONAL PERMIT AGENCY IMMEDIATELY IF ANY MATERIALS ARE ENCOUNTERED THAT ARE CONSIDERED •ALL WORK CONDUCTED ADJACENT TO WATER MAINS SHALL CONFORM TO THE FOLLOWING CONDITIONS:
HAZARDOUS BY THE EPA,DEQ,OR OSHA.IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTERED THE CONTRACTOR SHALL SECURE THE SITE AND
•CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT FROM THE APPROPRIATE AGENCY ON THE JOBSITE AT ALL TIMES. PREVENT THE ACCIDENTAL EXPOSURE BY THE PUBLIC OR THE CONTRACTOR'S PERSONNEL.
A.WHEREVER POSSIBLE CONDUIT SHALL MAINTAIN A HORIZONTAL SEPARATION OF 3.0 FEET,MEASURED SURFACE TO
•ALL CABLE WILL BE PLACED AT STANDARD MINIMUM DEPTH.(SEGRA STANDARD IS 48"DEEP UNLESS OTHERWISE DIRECTED BY A SEGRA •THE CONTRACTOR MAY EXCAVATE UP TO,BUT SHALL NOT DISTURB KNOWN HAZARDOUS MATERIALS SUCH AS ASBESTOS,OILS,ACID,ETC.THE REMOVAL SURFACE(OUTSIDE EDGE TO OUTSIDE EDGE),FROM PARALLEL WATER MAINS.
REPRESENTATIVE.) OF ALL HAZARDOUS MATERIALS MUST BE DONE BY AN APPROVED OR CERTIFIED HAZARDOUS MATERIALS CONTRACTOR LICENSED BY THE STATE OF
B.WHEREVER POSSIBLE,CONDUIT SHALL PASS UNDER EXISTING WATER MAINS AND MUST MAINTAIN 12"VERTICAL
•ANY LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER THAN THAT WHICH EXISTED PRIOR TO WORK. JURISDICTION. CLEAR SEPARATION.CONDUITS PASSING OVER WATER MAINS MUST ALSO MAINTAIN THE 12"VERTICAL SEPARATION.
•PROJECT SITE WILL BE PROPERLY SECURED PRIOR TO THE END OF EACH DAY. •A COPY OF ALL CORRESPONDENCE PERTINENT TO THE REMOVAL OF HAZARDOUS MATERIALS SHALL BE TRANSMITTED TO OWNER AND A COPY SHALL BE C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING THIS REQUIRED VERTICAL
•ALL WORK IS TO BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION IN THE WORK ZONE. AVAILABLE AT THE PROJECT OFFICE AND THE JOB SITE. SEPARATION BY EITHER EXPOSING THE WATER MAIN EVERY 100 FEET IN THOSE AREAS WHERE HORIZONTAL
SEPARATION IS LESS THAN 3.0 FEET OR BY UTILIZING THE DEPTHS OF ADJACENT WATER VALVES.IF THE CONTRACTOR
•CONTRACTORS ARE ADVISED TO CONTACT SEGRA FOR ANY ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING SCOPE OF AERIAL NOTES UTILIZES THE ADJACENT WATER TO DETERMINE WATER MAIN DEPTH,HE SHALL CONTACT THE AGENCY AT EACH SUCH
WORK OR THE REQUIREMENTS NECESSARY FOR PROJECT COMPLETION. LOCATION AND THE AGENCY WILL DETERMINE THE NECESSARY DEPTH OF THE TOP OF THE CONDUIT AT THAT POINT.
•CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS,QUANTITIES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION.IF •AERIAL CONSTRUCTION TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
D.THE VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY REVISED BY
A SIGNIFICANT CHANGE TO THE RUNNING LINE IS NEEDED,PLEASE CONTACT YOUR SEGRA REPRESENTATIVE BEFORE PROCEEDING. •ALL HEIGHTS OF CABLE PLACEMENT WILL BE RECORDED AT TIME OF CONSTRUCTION.DOCUMENT ALL POINTS OF ATTACHMENT. AGREEMENT BETWEEN THE JURISDICTIONAL PERMIT AGENCY AND THE AGENCY ANY SPECIFIC DEVIATION IN VERTICAL
•BEFORE CONSTRUCTION BEGINS,CONTRACTOR SHALL TAKE APPROPRIATE PRECAUTIONS TO AVOID ANY POTENTIAL OBSTRUCTIONS •6.6M STRAND WILL BE USED WITH STANDARD 5/8 HARDWARE. AND HORIZONTAL SEPARATION FROM THOSE DESCRIBED SHALL BE REPORTED TO THE OWNER BY THE CONTRACTOR.
PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL SEPARATION AT ALL TIMES
•ALL EXTENSION ARMS TO BE PLACED WILL BE EPDXY ARMS UNLESS OTHERWISE NOTED OR APPROVED BY THE INSPECTOR. AND SHALL BE RESPONSIBLE FOR ANY AND ALL ENCROACHMENTS.
•NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL APPROVAL IS GIVEN BY THE APPROPRIATE SEGRA EMPLOYEE.
•BOND STRAND TO POWER MGN WHERE APPLICABLE.ANCHORS TO BE USED WILL BE 3/4 SCREW IN TYPE. E. CLEARANCES TO STORM SEWERS AND SANITARY SEWERS SHALL BE EXACTLY THE SAME AS THOSE TO WATER MAINS.
•CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL THEY HAVE RECEIVED A PURCHASE ORDER AND HAVE BEEN DIRECTED TO DO SO
BY AN AUTHORIZED SEGRA REPRESENTATIVE. •ALL STRAPS WILL BE PLACED 4"BEFORE AND AFTER EVERY SUPPORTING CLAMP AT A MINIMUM OF 21"APART.
•CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THE APPROPRIATE SEGRA •P.O.A.=POINT OF ATTACHMENT. STRUCTURE PROTECTION
REPRESENTATIVE. •ADD MISSING GROUNDS.
•AS-BUILTS WILL BE REQUIRED FOR EACH PROJECT INCLUDING CABLE FOOTAGE SEQUENTIALS AT EVERY ACCESS POINT,SLACK LOOP, •MANHOLES AND CONDUIT TO BE PLACED ADJACENT TO EXISTING STRUCTURES SUCH AS BRIDGE BRIDGE FOOTINGS/PIERS,
SPLICE LOCATION,POLE AND TERMINATION POINT.CONTRACTOR SHOULD ALSO PROVIDE NOTES OF ALL CHANGES IN DEPTHS,RUNNING •REPAIR/REPLACE EXISTING LASHING WIRE IF DAMAGED. BUILDING FOUNDATIONS,WALLS,POWER AND TELEPHONE POLES,AND OTHER UTILITIES SHALL MAINTAIN A MINIMUM
CLEARANCE AS SHOWN.THE CONTRACTOR SHALL NOT UNDERMINE ANY ADJACENT STRUCTURE WITHOUT SPECIFIC
LINES,WH/HH LOCATIONS,AND ANY OTHER APPLICABLE NOTES TO DEPICT THE WORK THAT TOOK PLACE.NOTE:ALL MAJOR CHANGES WRITTEN PERMISSION FROM THE OWNER/OPERATOR OF SUCH STRUCTURE.
NEED TO BE PRE-APPROVED BY AN AUTHORIZED SEGRA EMPLOYEE PRIOR TO STARTING THE WORK. CONSTRUCTION STAKING
•SHORING USED AS FOUNDATION SUPPORT SHALL BE DESIGNED SPECIFICALLY FOR BOTH THE LIVE AND DEAD LOADS OF THE
STRUCTURE,OR IF ONLY THE DEAD LOAD IS USED FOR DESIGN,THE CONTRACTOR SHALL PROVIDE A DETAILED LAYOUT AND
•IN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES,FENCE LINES,OR OTHER EVIDENCE OF THE RIGHT-OF-WAY,THE PLAN OF THE METHOD OF ESTABLISHING AND MAINTAINING THE DESIGN LOAD CONDITIONS(I.E.,ROAD DETOURS,
SITE CONDITIONS ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS WHERE REQUIRED TO MAKE THE PROPOSED CONDUIT ALIGNMENT EVIDENT. TIEBACKS,ETC.)
•THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN.REPAIR OF ANY DAMAGED •MANHOLE CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED WITH OFFSET STAKES AT RIGHT ANGLES(901 TO THE CONDUIT •SEE UTILITY CLEARANCE SECTION NOTES FOR CLEARANCE CRITERIA TO PARALLEL OR CROSS UTILITIES.
CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT.THE CONTRACTOR SHALL ENCLOSE THE EXISTING CABLES ALIGNMENT.
IN PVC. •CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR.DEVIATION FROM PLAN LAYOUT SHALL BE APPROVED BY THE ENGINEER •EXISTING UTILITIES EXPOSED DURING EXCAVATION SHALL BE 100)6 SUPPORTED BY EITHER TRENCH BRIDGING AND
SUSPENSION OR BY THE USE OF LONGITUDINAL TRAYS OR PLATFORMS VERTICALLY SUPPORTED BY ADJUSTABLE BUILDING
•THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THIS PLAN ARE APPROXIMATE.WHEN WORK IS TO BE CONDUCTED IN THE PRIOR TO CONDUIT AND/OR CLOSURE INSTALLATION. JACKS.
VICINITY OF KNOWN UTILITIES,THEIR ACTUAL LOCATION MUST BE FIELD VERIFIED TO AVOID CONFLICTS IR DAMAGE TO THOSE •IF ADDITIONAL,FIELD STAKING OR LOCATION OF CONDUITS,MANHOLES,PROPERTY LINES,ETC.,BECOMES NECESSARY,THE CONTRACTOR IS TO NOTIFY
UTILITIES.VARIATION IN LOCATION BETWEEN"RECORDED POSITIONS"AND ACTUAL POSITIONS SHOULD BE ANTICIPATED. THE INSPECTOR OR THE ENGINEER TWO WORKING DAYS PRIOR TO BEGINNING THE WORK. •EXISTING SPLICE CASES AND CABLES SHALL BE SUPPORTED BY SUSPENSION FROM A CROSSING BEAM.SUPPORTS SHALL BE
PLACED AT A MAXIMUM SPACING OF 4.0 FEET AND SHALL CONSIST OF A CANVAS SLING WITH NYLON BELTING OR ROPE.
•IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES.BURIED UTILITIES MAY ALL CABLE SUPPORTS SHALL BE PLACED IN A MANNER THAN PREVENTS KINKS OR OTHER DAMAGE TO THE CABLE SHEATH.
EXIST IN THE AREA IN ADDITION TO THOSE SHOWN ON THE PLAN.THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS WHEN
WORKING WITHIN PRIVATE EASMENTS FOR LOCATION OF UNDERGROUND TANKS,PIPELINES,DRAIN TILES,OR OTHER BURIED •AN ACCEPTABLE ALTERNATIVE TO CABLE SLINGS WOULD BE THE UTILIZATION OF A WIDE FLANGE"I"BEAM OR CHANNEL AS
IMPROVEMENTS. THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION CENTER PRIOR TO COMMENCING ANY PERMITS-FRANCHISES-EASEMENTS A"CABLE TRAY"WITH THE CABLES/CASES BANDED IN PLACE.
CONSTRUCTION ACTIVITIES.
•PHYSICAL WORK SHALL NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND THE CONTRACTOR ARE IN POSSESSION OF AND HAVE SHORING
•THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE ALIVE AND ACTIVE UNLESS SPECIFICALLY INSTRUCTED CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTH IN THE REQUIRED PERMITS,FRANCHISES,AND/OR
OTHERWISE BY OWNERS OR OPERATORS OF SAID UTILITIES. EASEMENTS. •THE CONTRACTOR SHALL PROVIDE SHORING FOR CONDUIT TRENCH EXCAVATION 42"OR MORE IN DEPTH AS MEASURED
•DAMAGE TO SUB-SURFACE STRUCTURES IS THE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR. •PLACING FOREMAN TO HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL TIMES. FROM THE HIGH SIDE OF THE TRENCH AND FOR ALL MANHOLE EXCAVATION.
•THE CONTRACTOR SHALL PROTECT THE EXISTING TRAFFIC CONTROL LOOPS.IF EXISTING TRAFFIC CONTROL LOOPS ARE DAMAGED •ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS,FRANCHISES,AND/OR EASEMENTS •MANHOLE SHORING SHALL BE TIGHT-SHEETED.
DURING CONSTRUCTION,THE ENTIRE LOOPWIRE FROM TERMINAL TO TERMINAL SHALL BE REPLACED IN ACCORDANCE WITH MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORK INVOLVED.
GOVERNING AGENCY STANDARDS AND REGULATIONS AT CONTRACTOR'S EXPENSE.
•ALL SHORING SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL COUNTY AND THE OCCUPATIONAL
•REMOVAL OF EXISTING ASPHALT PAVEMENT,CONCRETE CURBS,AND CONCRETE SIDEWALKS WILL BE"NEAT LINE"WITH SAW OR SAFETY AND HEALTH ADMINISTRATION(OSHA).
PAVEMENT CUTTER, PER REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACH TRAFFIC CONTROL
LOCATION.IF CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES,THE CONCRETE REMOVAL WILL BE •SHORING SHALL BE DESIGNED TO MEET H-20 HIGHWAY LOADING.
"NEAT LINE"WITH A PAVEMENT SAW.
•IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR MANHOLE INSTALLATION,THE CONTRACTOR •THIS PROJECT WILL INVOLVE WORKING ALONG A MAJOR ARTERIAL ROAD AND HEAVY TRAFFIC VOLUME SHOULD BE ANTICIPATED. •THE CONTRACTOR SHALL PROVIDE ALL SHORING AND DESIGN CALCULATIONS TO THE PERMIT ISSUING AGENCY PRIOR TO
SHALL PLACE APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH STATE OF JURISDICTION •UNIFORM TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES.ONLY EQUIPMENT AND MATERIALS NECESSARY FOR IMMEDIATELY SCHEDULED OR IN COMMENCING ANY CONSTRUCTION ACTIVITY.
STATUTES. PROGRESS WORK WILL BE MAINTAINED IN THE WORK AREA.ALL OTHER EQUIPMENT AND MATERIALS WILL BE"STORED OR STOCKPILED"IN SUCH A
•ALL MATERIALS NECESSARY FOR THE REPAIR OF STREETS,CURBS,SIDEWALKS,SANITARY SEWERS,STORM SEWERS,AND PUBLIC MANNER AS TO ELIMINATE HAZARDOUS CONDITIONS FOR TRAFFIC OR PEDESTRIANS DURING NON-WORKING OR SHUT DOWN PERIODS.
SERVICE UTILITIES,AND THE INSTALLATION OF SUCH MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS AND •TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS(U.S.
SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIRED GOVERNMENT PRINTING OFFICE)AND TO THE STATE HIGHWAY DIVISION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. HIGH LEVEL
FACILITY. WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES AND SPECIAL WARNING DEVICES MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT
•ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTIONAL PERMIT AGENCY. ANY TIME THE USE WILL ADD TO THE SAFETY AND PROTECTION OF TRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION AREA.
3 AS—BUILT
•ALL OPEN TRENCH WILL BE
CLEARLY MARKED WITH BARRICADES OR CONES.STEEL PLATES OR OTHER TYPES OF BRIDGING SHALL BE •ALL CONDUIT TRENCHING IN PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED GRAVEL OR COMPLETELY COVERED AT THE COMPLETION OF EACH 2 02/24/23 JC JC REVISION / 1
PROVIDED TO COVER OPEN TRENCH IN THE TRAVEL PORTION OF THE STREETS.THESE PLATES OR BRIDGING SHALL BE ADEQUATE TO WORKING DAY.ANY BACKFILLED TRENCH SHALL BE CAPPED WITH A MINIMUM LAYER OF ASPHALTIC CONCRETE COLD PATCH AT THE END OF EACH 811 02/03/23 JC ORIGINAL
SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BE IN PLACE DURING ALL NON-WORKING AREAS. WORKING DAY. NO. DATE DESIGN DRAFTING COMMENT
•ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION,AND BACKFILL TO BE COMPACTED AS SPECIFIED.TRENCH EXCAVATION IN •THE CONTRACTOR SHALL MARK THE CONDUIT TRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES,CONES,AND/OR OTHER \�� SOUTH CAROLINA TELECOMMUNICATIONS
SURFACES WHICH INCLUDE CONCRETE TREATED BASE SHALL FOLLOW LOCAL AREA SPECIFICATIONS. VISIBLE METHODS THAT ALERT THE PUBLIC OF THE CONSTRUCTION ACTIVITY. Know what's below.
•A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SUBMITTED TO EACH PERMITTING AGENCY REQUESTING SUCH Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PLAN FOR REVIEW AND APPROVAL OR REVISION PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY FOR THIS PROJECT.THE APPROVED PLAN SHALL
BE SUBMITTED TO THE AGENCY AND A COPY OF THE PLAN SHALL BE KEPT AT THE CONSTRUCTION SITE AND MUST BE READILY AVAILABLE FOR REVIEW BY PROJECT MANAGER: Michael Womom
THE AGENCY REPRESENTATIVES. ENGINEERING FIRM: TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#I EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME.Gum Branch Rd(U-4906),Jacksonville NC(Revision-I).dwg
CONFIDENTIAUPROPRIETARY SHEET: 4 OF 15

LEGEND
LINETYPES ® RISER VAULT- VAULT-EXISTING POLE NO N/A POLE ATTACHMENT CALLOUT-EXISTING
UG FIBER-EXISTING EV UTILITY1 I 0'-0" USE DYNAMIC PULL DOWN TO SELECT
UG FIBER-PROPOSED ❑T TELEPHONE VAULT FROM 1 TO 6 ATTACHMENTS
AERIAL FIBER-EXISTING © POWER VAULT SEGRA
AERIAL FIBER-PROPOSED VAULT- VAULT-PROPOSED
El CATCH BASIN/INLET POLE NO N/A POLE ATTACHMENT CALLOUT-PROPOSED
El STRAND-EXISTING VAULT UTILITY1 I 0'-0" USE DYNAMIC PULL DOWN TO SELECT
STRAND-PROPOSED C Y FIRE HYDRANT SEGRA FROM 1 TO 6 ATTACHMENTS
I. - — - CONDUIT-EXISTING ` I' GROUND/BOND
CONDUIT-PROPOSED -III' 0' CABLE FlBERS: FlBERS CABLE SPAN CALLOUT-EXISTING
INNERDUCT-EXISTING QQ AERIAL STORAGE-EXISTING 1 CABLE OWNER:SEGRA FOR USE ON PAPER SPACE(SHOWN AT 50X)
INNERDUCT-PROPOSED ASTREET LIGHT CABLE LENGTH:LENGTH
0' AERIALSTORAGE-PROPOSED O NOTES:
r - GAS O CABLE Fl CABLE SPAN CALLOUT-PROPOSED
yy WATER TREE CABLE OWNER:FlBERS: SEGRA
FOR USE ON PAPER SPACE(SHOWN AT 50X)
T TELEPHONE CABLE LENGTH:LENGTH
E ELECTRIC > < CULVERT
O VAULT/BUILDING STORAGE-EXISTING NOTES:
SEW SANITARY SEWER(SEW) ' WING WALL O O CONDUIT OWNER:SEGRA CONDUIT CALLOUT-EXISTING
0' VAULT/BUILDING STORAGE-PROPOSED CONDUIT LENGTH:LENGTH FOR USE ON PAPER SPACE(SHOWN AT 50X
SD STORM DRAIN
CONDUIT CONDUITS WITH OR WITHOUT INNER DUCT INFO )
X X FENCE CONDUIT SIZE:SIZE
TV CABLE TV rl BRIDGE CONDUIT TYPE:TYPE
POLE ANCHOR/DOWN GUY-EXISTING INNER DUCT OTY:INNERDUCTS
STEAM —{ INNER DUCT SIZE:SIZE
INNER
OIL O MISC.UTILITY — < POLE ANCHOR/DOWN GUY-PROPOSED NOTES:DUCT TYPE:TYPE
UNK UNKNOWN UTILITY
-- RIGHT OF WAY ® UTILITY POLE-EXISTING —pp< PROPOSED DOWN GUY ON EXISTING ANCHOR O CONDUIT OWNER:SEGRT CONDUIT CALLOUT-PROPOSED
EOP EDGE OF PAVEMENT ID
DWNER CONDUIT LENGTH:LENGTH FOR USE ON PAPER SPACE(SHOWN AT 50X)
CONDUIT QTY:CONDUITS WITH OR WITHOUT INNER DUCT INFO
SIDEWALK 0
00NDUIT SIZE:SIZE
POLE-PROPOSED CONDUIT TYPE:TYPE
SEGRA FDP TERMINATION-EXISTING INNER DUCT OTY:INNERDUCTS
SYMBOL DESCRIPTION ID NAME INNER DUCT SIZE:SIZE
INNER DUCT TYPE:TYPE
SIZE NOTES:
ASW ASPHALT SIDEWALK HH- LOCATION
BIP BLACK IRON PIPE ® HANDHOLE-EXISTING FDP TERMINATION-PROPOSED STRAND TYPE:TYPE STRAND CALLOUT-EXISTING
HANDHOLE NAME 1 STRAND LENGTH:LENGTH FOR USE ON PAPER SPACE(SHOWN AT 50X)
BOS BACK OF SIDEWALK SEGRA SIZE NOTES:
HH- LOCATION
CSW CONCRETE SIDEWALK STRAND TYPE:TYPE STRAND CALLOUT-PROPOSED
H
HANDHOLE-PROPOSED 0
BUILDING BUILDING CALLOUT-PROPOSED STRAND LENGTH:LENGTH FOR USE ON PAPER SPACE(SHOWN AT 50X)
EOP EDGE OF PAVEMENT HANDHOLE NAME NOTES:
SEGRA STREET
EOTW EDGE OF TRAVEL WAY
FOC FIBER OPTIC CABLE MH- H
MANHOLE-EXISTING
HDPE HIGH DENSITY POLYETHYLENE MH MANUFACTURER SPLICE POINT-EXISTING
MANHOLE
HH HANDHOLE SEGRA H
JB JUNCTION BOX MH- MANHOLE-PROPOSED MANUFACTURER SPLICE POINT-PROPOSED
MH NAME
MH MANHOLE MANHOLE
SEGRA
MP MILE POST CT IN: 0 SEQUENTIAL CALLOUT 3 AS—BUILT
JC
OUT: 0 2 02/24/23 JC REVISION • 1
0/S OFFSET PB- PULLBOX-EXISTING 81' 02/03/23 JC JC ORIGINAL
PB NO DATE ENG DESIGN DRAFTING COMMENT
PVC POLY VINYL CHLORIDE PULLBOX CT IN: SEQUENTIAL IN TAIL CALLOUT
SEGRALLBTAIL: 0 Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
RGS RIGID GALVANIZED STEEL CONDUIT Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
ROW RIGHT OF WAY PB- PULBOX-PROPOSED TAIL:: 0 SEQUENTIAL TAIL OUT CALLOUT PROJECT MANAGER Michael Womom
El CT OUT: 0 ENGINEERING FIRM: TPRC BROADBAND
STA. STATION PULLBOX
SEGRA SO/EWO# EBS# SO# EWO#/EBS#
PROJECT. U-4906
ADDRESS. Gum Branch Rd.Jacksonville NC
DRAWING NAME Gum Branch Rd(U-4906),Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET 3 OF 15

CONTACT LIST AND REQUIRED PERMITS
REQUIRED PERMITS: OUTSIDE PLANT ENGINEERING: RAILROADS:
1) NCDOT 16.1 MANAGER: PHONE:
2) PROJECT MANAGER: NAME: MIKE WORNOM CELL: 803-609-1860
3) PROJECT ENGINEER: NAME: JUSTIN CALLOWAY PHONE: [phone]
INSPECTOR: PHONE:
PRIVATE EASEMENTS/RIGHT OF ENTRY:
OUTSIDE PLANT CONSTRUCTION CONTRACTOR: NORTH CAROLINA ONE CALL
NAME: CALL BEFORE YOU DIG
ADDRESS: PROJECT SUPERVISOR:
PROJECT CONST.SUPERVISOR:
811 OR
PHONE: 1-800-632-4949
E-MAIL: MANAGER:
NAME:
ADDRESS: UTILITIES:
PHONE:
CITY GOVERNMENT: ELECTRIC:
E-MAIL:
JACKSONVILLE PHONE: [phone]
NAME:
ADDRESS: - GAS:
PHONE:
E-MAIL: COUNTY GOVERNMENT:
ONSLOW COUNTY PHONE: [phone] CABLE TV:
SEGRA PERMITTING CONTACT:
NAME:
ADDRESS:
TELEPHONE:
PHONE: STATE OF NORTH CAROLINA GOVERNMENT:
E-MAIL: RIGHT OF WAY NAME: TREVOR CARROLL PHONE: [phone]
WATER/SEWER:
SITE DETAILS:
CALL PROPERTY OWNERS 24 HOURS IN ADVANCE NAME:
STATE OF NORTH CAROLINA DEPARTMENT OF PUBLIC SAFETY:
PHONE.
E-MAIL: STATE HIGHWAY PATROL: PHONE: [phone]
ADDRESS: 305 WILMINGTON HWY,JACKSONVILLE,NC
3 AS—BUILT
SEGRA EMERGENCY CONTACT NUMBERS: JC REVISION # 1
CITY POLICE: PHONE: [phone] 8 ' 2 02/24/23 JC
02/03/23 JC JC ORIGINAL
.
NOC: 877-411-6930 ADDRESS: 200 MARINE BLVD JACKSONVILLE, NC ' NO DATE ENG DESIGN DRAFTING COMMENT
�
E-MAIL. [e-mail] SOUTH CAROLINA TELECOMMUNICATIONS
Know wnat's below.
CUSTOMER CARE: 833-467-3472 COUNTY POLICE: Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PHONE: [phone]
PROJECT MANAGER: Michael Wornom
E-MAIL: [e-mail] ADDRESS: 717 COURT ST JACKSONVILLE, NC ENGINEERING FIRM TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME.Gum Branch Rd(U-4906),Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET 2 OF 15

_ 1zolt� SEGRA
ADDRESS: GUM BRANCH RD, JACKSONVILLE NC (ONSLOW COUNTY) CONTACTS
SEGRA ENGINEER
PROJECT NAME: U-4906 MIKEWORNOM
CELL—803-609-1860
SERVICE ORDER: 2003-14 [e-mail]
FIBER ORDER I D. TPRC BROADBAND SPECIALIST
JUSTIN CALLOWAY
[phone]
[e-mail]
EBS:
F ` `, . r 1 r- f =an
• ( SITE INDEX
01-COVER SHEET/SITE LOCATION
�` t ` :-'-'1- - • •' 02-CONTACT LIST AND REQUIRED PERMITS
�� %%NO mike 03-LEGEND
' ,r� Y. — lie ,�r .t i 04-GENERAL NOTES
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�• 05-OSP PROJECT SHEET
# 4 - 1 - .t p { O6-OSP PROJECT SHEET
• f 1, , \ SHEET 6 '" P`w. 07-OSP PROJECT SHEET
"` 08-OSP PROJECT SHEET
1:-' T alit
09-OSP PROJECT SHEET
ti 4 ,ILA • 10-OSP PROJECT SHEET
x 4.• • ,> ; ST.. 4 " !`� 11-UNDERGROUND TYPICALS
• G , - ' . 1 12-UNDERGROUND TYPICALS
• • •1• a 13-BONDING&GROUNDING TYPICALS
• •' 4 • 14-DIRECTIONAL BORE DETAIL TYPICALS
�'� IV 15-RAKE OFF TOTALS
/ _'• ., ,W41- ...ft& It.
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.4, 1'34 a '1p •,
_ i . ,,,._ - SHEET 8 `.
s 2 -.. PERMITS REQUIRED
a . - ,., 4 . 0
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,,,_i .41 . 444 L .
• ' SHEET 9
SCOPE OF WORK:
• t • SHEET 10 DIRECTIONAL BORE(3)1-1/4"HDPE CONDUITS
2306'AND PLACE(3)NEW HANDHOLES. pULL
2706'OF NEW 96CT FOC.
. ,;- C. .r -_...b3
SITE LOCATION
3 AS-BULT
811 2 02/24/23 JC JC REVISION / 1
1 02/03/23 JC JC ORIGINAL
IIr No. DATE ENG DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dip, GROUP HOLDINGS, LLC d/b/a SEGRA
li PROJECT MANAGER Michael Womam
ENGINEERING FIRM: TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT U-4906
ADDRESS: Gum Branch Rd,Jacksonville NC
DRAWING NAME:Gum Branch Rd(U-4906).Jacksonville NC(Revision-1).day
CONFIDENTIALJPROPRIETARY SHEET. 1 OF 15

TYP I CALS 3/3/2023 Minor Mod. Request
Sheet 2 of 2
TYPICAL DETAIL- #9A
DIRECTIONAL BORE WITH BRIDGE UNDER TYPICAL DETAIL - #5
CANALS&CREEKS DIRECTIONAL BORE NON-DOT ROADS
EXISTING GRADE
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3 AS—BUILT
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JC REVISION IF
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1 02/03/23 JC ORIGINAL
NO. DATE ENG DESIGN DRAFTING COMMENT
Know what's below. SOUTH CAROLINA TELECOMMUNICATIONS
Call before you dig. GROUP HOLDINGS, LLC d/b/a SEGRA
PROJECT MANAGER. Michael Womom
ENGINEERING FIRM: TPRC BROADBAND
SO/EWO#,EBS# SO# EWO#/EBS#
PROJECT: U-4906
ADDRESS. Gum Branch Rd Jacksonville NC
DRAWING NAME'.Gum Branch Rd(U-4906).Jacksonville NC(Revision-1).dwg
CONFIDENTIAL/PROPRIETARY SHEET. 12 OF 15

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ENGINEER ENGINEER
LEGEND N=7
PERMIT DRAWING
SHEET 19 OF 22
3/3/2023 Minor Mod. Request
Sheet 1 of 2
EXCAVATION
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•• GRAPHIC SCALE NOTE:ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS