Gum Branch Rd (U-4906), Jacksonville NC (Revision-1)

DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
CONTACTS
SITE INDEX
SCOPE OF WORK:
DIRECTIONAL BORE (3) 1-1/4" HDPE CONDUITS
2306' AND PLACE (3) NEW HANDHOLES. pULL
2706' OF NEW 96CT FOC.
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 1 15
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before you dig.Call
R
SEGRA ENGINEER
MIKE WORNOM
CELL -- 803-609-1860
[e-mail]
TPRC BROADBAND SPECIALIST
JUSTIN CALLOWAY
[phone]
[e-mail]
01 - COVER SHEET/SITE LOCATION
02 - CONTACT LIST AND REQUIRED PERMITS
03 - LEGEND
04 - GENERAL NOTES
05 - OSP PROJECT SHEET
06 - OSP PROJECT SHEET
07 - OSP PROJECT SHEET
08 - OSP PROJECT SHEET
09 - OSP PROJECT SHEET
10 - OSP PROJECT SHEET
11 - UNDERGROUND TYPICALS
12 - UNDERGROUND TYPICALS
13 - BONDING & GROUNDING TYPICALS
14 - DIRECTIONAL BORE DETAIL TYPICALS
15 - RAKE OFF TOTALS
PERMITS REQUIRED
1 - NCDOT 16.1
ADDRESS: GUM BRANCH RD, JACKSONVILLE NC (ONSLOW COUNTY)
PROJECT NAME: U-4906
SERVICE ORDER: 2003-14
FIBER ORDER ID:
EBS:
SITE LOCATION
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
OUTSIDE PLANT ENGINEERING:
MANAGER:
PROJECT MANAGER:
PROJECT ENGINEER:
INSPECTOR:
OUTSIDE PLANT CONSTRUCTION CONTRACTOR:
PROJECT SUPERVISOR:
PROJECT CONST. SUPERVISOR:
MANAGER:
CITY GOVERNMENT:
COUNTY GOVERNMENT:
STATE OF NORTH CAROLINA GOVERNMENT:
RIGHT OF WAY
RAILROADS:
NORTH CAROLINA ONE CALL
CALL BEFORE YOU DIG
811 OR
1-800-632-4949
UTILITIES:
ELECTRIC:
GAS:
CABLE TV:
TELEPHONE:
WATER / SEWER:
STATE OF NORTH CAROLINA DEPARTMENT OF PUBLIC SAFETY:
STATE HIGHWAY PATROL:
CITY POLICE:
COUNTY POLICE:
ONSLOW COUNTY
JACKSONVILLE
PHONE:
PHONE:
PHONE:
NAME:
NAME:
PHONE:
PHONE:
PHONE:NAME:
PHONE:
PHONE:
PHONE:
ADDRESS:
ADDRESS:
ADDRESS:
REQUIRED PERMITS:
SITE DETAILS:
NAME:
E-MAIL:
1)
2)
3)
CALL PROPERTY OWNERS 24 HOURS IN ADVANCE
PRIVATE EASEMENTS / RIGHT OF ENTRY:
NAME:
ADDRESS:
PHONE:
PHONE:
E-MAIL:
NAME:
ADDRESS:
PHONE:
E-MAIL:
SEGRA PERMITTING CONTACT:
NAME:
ADDRESS:
PHONE:
E-MAIL:
NAME:
ADDRESS:
PHONE:
E-MAIL:
SEGRA EMERGENCY CONTACT NUMBERS:
NOC:
CUSTOMER CARE:
E-MAIL:[e-mail]
877-411-6930
E-MAIL:
833-467-3472
[e-mail]
910-455-3113
910-455-4000
910-347-1751
910-467-0505
910-347-4717
910-938-5333
336-285-7497
MIKE WORNOM
JUSTIN CALLOWAY
TREVOR CARROLL
305 WILMINGTON HWY, JACKSONVILLE, NC
200 MARINE BLVD JACKSONVILLE, NC
717 COURT ST JACKSONVILLE, NC
803-609-1860CELL:
NCDOT 16.1
CONTACT LIST AND REQUIRED PERMITS
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 2 15
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before you dig.Call
R
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
UTILITY POLE - EXISTING
RISER
TELEPHONE
POWER VAULT
POLE ANCHOR/DOWN GUY - EXISTING
POLE ANCHOR/DOWN GUY - PROPOSED
STREET LIGHT
MISC. UTILITY
MANHOLE - PROPOSED
POLE - PROPOSED
GROUND/BOND
TREE
FIRE HYDRANT
CULVERT
WING WALL
BRIDGE
HANDHOLE - EXISTING
HANDHOLE - PROPOSED
MANHOLE - EXISTING
VAULT - PROPOSED
PULLBOX - EXISTING
VAULT/BUILDING STORAGE - EXISTING
VAULT/BUILDING STORAGE - PROPOSED
AERIAL STORAGE - EXISTING
AERIAL STORAGE - PROPOSED
SPLICE POINT - PROPOSED
SPLICE POINT - EXISTING
PULBOX - PROPOSED
VAULT - EXISTING
STRAND - PROPOSED
AERIAL FIBER - EXISTING
STRAND - EXISTING
INNERDUCT - EXISTING
UG FIBER - EXISTING
CONDUIT - EXISTING
UG FIBER - PROPOSED
AERIAL FIBER - PROPOSED
CONDUIT - PROPOSED
INNERDUCT - PROPOSED
GAS
WATER
TELEPHONE
ELECTRIC
SANITARY SEWER (SEW)
STORM DRAIN
FENCE
CABLE TV
STEAM
OIL
UNKNOWN UTILITY
LINETYPES
PVC
MH
STA.
RGS RIGID GALVANIZED STEEL CONDUIT
POLY VINYL CHLORIDE
STATION
ASW
SYMBOL
BIP
CSW
MP
HDPE
O/S
EOP
EOTW
JB
HH
FOC
ASPHALT SIDEWALK
BOS
FIBER OPTIC CABLE
HANDHOLE
JUNCTION BOX
MILE POST
HIGH DENSITY POLYETHYLENE
MANHOLE
OFFSET
CONCRETE SIDEWALK
EDGE OF PAVEMENT
EDGE OF TRAVEL WAY
BACK OF SIDEWALK
BLACK IRON PIPE
DESCRIPTION
ROW RIGHT OF WAY
CATCH BASIN/INLET
TERMINATION - EXISTING
RIGHT OF WAY
EDGE OF PAVEMENT
TERMINATION - PROPOSED
BUILDING CALLOUT - PROPOSED
MANUFACTURER
NAME
FDP
NAME
SIZE
LOCATION
FDP
NAME
SIZE
LOCATION
POLE ATTACHMENT CALLOUT - EXISTING
POLE ATTACHMENT CALLOUT - PROPOSED
POLE NO N/A
UTILITY1 0'-0"
POLE NO N/A
UTILITY1 0'-0"
USE DYNAMIC PULL DOWN TO SELECT
FROM 1 TO 6 ATTACHMENTS
USE DYNAMIC PULL DOWN TO SELECT
FROM 1 TO 6 ATTACHMENTS
V
VAULT-
VAULT
SEGRA
V
VAULT-
VAULT
SEGRA
ID
SEGRA
ID
OWNER
0'
0'
0'
0'
CABLE SPAN CALLOUT - EXISTING
CABLE SPAN CALLOUT - PROPOSED
CONDUIT CALLOUT - EXISTING
CONDUIT CALLOUT - PROPOSED
STRAND CALLOUT - EXISTING
STRAND CALLOUT - PROPOSED
FOR USE ON PAPER SPACE (SHOWN AT 50X)
FOR USE ON PAPER SPACE (SHOWN AT 50X)
FOR USE ON PAPER SPACE (SHOWN AT 50X)
FOR USE ON PAPER SPACE (SHOWN AT 50X)
FOR USE ON PAPER SPACE (SHOWN AT 50X)
FOR USE ON PAPER SPACE (SHOWN AT 50X)
SEQUENTIAL CALLOUT
SEQUENTIAL IN TAIL CALLOUT
1
1
1
1
1
1
SEQUENTIAL TAIL OUT CALLOUT
WITH OR WITHOUT INNER DUCT INFO
WITH OR WITHOUT INNER DUCT INFO
PROPOSED DOWN GUY ON EXISTING ANCHOR
HH
HH-
HANDHOLE
SEGRA
HH
HH-
HANDHOLE
SEGRA
MH-
MANHOLE
SEGRA
MH-
MANHOLE
SEGRA
PB
PB-
PULLBOX
SEGRA
PB
PB-
PULLBOX
SEGRA
BUILDING
NAME
STREET
MANUFACTURER
NAME
SIDEWALK
0
0CT
0
0CT
0
0CT
LEGEND
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 3 15
Know what's below.
before you dig.Call
R
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
GENERAL NOTES
·CONTRACTOR MUST OBTAIN LOCATES PRIOR TO DISTURBING THE GROUND.
·CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT FROM THE APPROPRIATE AGENCY ON THE JOBSITE AT ALL TIMES.
·ALL CABLE WILL BE PLACED AT STANDARD MINIMUM DEPTH. (SEGRA STANDARD IS 48'' DEEP UNLESS OTHERWISE DIRECTED BY A SEGRA
REPRESENTATIVE.)
·ANY LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER THAN THAT WHICH EXISTED PRIOR TO WORK.
·PROJECT SITE WILL BE PROPERLY SECURED PRIOR TO THE END OF EACH DAY.
·ALL WORK IS TO BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION IN THE WORK ZONE.
·CONTRACTORS ARE ADVISED TO CONTACT SEGRA FOR ANY ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING SCOPE OF
WORK OR THE REQUIREMENTS NECESSARY FOR PROJECT COMPLETION.
·CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS, QUANTITIES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF
A SIGNIFICANT CHANGE TO THE RUNNING LINE IS NEEDED, PLEASE CONTACT YOUR SEGRA REPRESENTATIVE BEFORE PROCEEDING.
·BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TAKE APPROPRIATE PRECAUTIONS TO AVOID ANY POTENTIAL OBSTRUCTIONS
PRIOR TO PROCEEDING WITH WORK.
·NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL APPROVAL IS GIVEN BY THE APPROPRIATE SEGRA EMPLOYEE.
·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.
·CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THE APPROPRIATE SEGRA
REPRESENTATIVE.
·AS-BUILTS WILL BE REQUIRED FOR EACH PROJECT INCLUDING CABLE FOOTAGE SEQUENTIALS AT EVERY ACCESS POINT, SLACK LOOP,
SPLICE LOCATION, POLE AND TERMINATION POINT. CONTRACTOR SHOULD ALSO PROVIDE NOTES OF ALL CHANGES IN DEPTHS, RUNNING
LINES, WH/HH LOCATIONS, AND ANY OTHER APPLICABLE NOTES TO DEPICT THE WORK THAT TOOK PLACE. NOTE: ALL MAJOR CHANGES
NEED TO BE PRE-APPROVED BY AN AUTHORIZED SEGRA EMPLOYEE PRIOR TO STARTING THE WORK.
SITE CONDITIONS
·THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REPAIR OF ANY DAMAGED
CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT. THE CONTRACTOR SHALL ENCLOSE THE EXISTING CABLES
IN PVC.
·THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THIS PLAN ARE APPROXIMATE. WHEN WORK IS TO BE CONDUCTED IN THE
VICINITY OF KNOWN UTILITIES, THEIR ACTUAL LOCATION MUST BE FIELD VERIFIED TO AVOID CONFLICTS IR DAMAGE TO THOSE
UTILITIES. VARIATION IN LOCATION BETWEEN "RECORDED POSITIONS" AND ACTUAL POSITIONS SHOULD BE ANTICIPATED.
·IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. BURIED UTILITIES MAY
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
IMPROVEMENTS. THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION CENTER PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITIES.
·THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE ALIVE AND ACTIVE UNLESS SPECIFICALLY INSTRUCTED
OTHERWISE BY OWNERS OR OPERATORS OF SAID UTILITIES.
·DAMAGE TO SUB-SURFACE STRUCTURES IS THE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR.
·THE CONTRACTOR SHALL PROTECT THE EXISTING TRAFFIC CONTROL LOOPS. IF EXISTING TRAFFIC CONTROL LOOPS ARE DAMAGED
DURING CONSTRUCTION, THE ENTIRE LOOPWIRE FROM TERMINAL TO TERMINAL SHALL BE REPLACED IN ACCORDANCE WITH
GOVERNING AGENCY STANDARDS AND REGULATIONS AT CONTRACTOR'S EXPENSE.
·REMOVAL OF EXISTING ASPHALT PAVEMENT, CONCRETE CURBS, AND CONCRETE SIDEWALKS WILL BE "NEAT LINE" WITH SAW OR
PAVEMENT CUTTER, PER REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACH
LOCATION. IF CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES, THE CONCRETE REMOVAL WILL BE
"NEAT LINE" WITH A PAVEMENT SAW.
·IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR MANHOLE INSTALLATION, THE CONTRACTOR
SHALL PLACE APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH STATE OF JURISDICTION
STATUTES.
·ALL MATERIALS NECESSARY FOR THE REPAIR OF STREETS, CURBS, SIDEWALKS, SANITARY SEWERS, STORM SEWERS, AND PUBLIC
SERVICE UTILITIES, AND THE INSTALLATION OF SUCH MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS AND
SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIRED
FACILITY.
·ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTIONAL PERMIT AGENCY.
·ALL OPEN TRENCH WILL BE CLEARLY MARKED WITH BARRICADES OR CONES. STEEL PLATES OR OTHER TYPES OF BRIDGING SHALL BE
PROVIDED TO COVER OPEN TRENCH IN THE TRAVEL PORTION OF THE STREETS. THESE PLATES OR BRIDGING SHALL BE ADEQUATE TO
SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BE IN PLACE DURING ALL NON-WORKING AREAS.
·ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION, AND BACKFILL TO BE COMPACTED AS SPECIFIED. TRENCH EXCAVATION IN
SURFACES WHICH INCLUDE CONCRETE TREATED BASE SHALL FOLLOW LOCAL AREA SPECIFICATIONS.
HAZARDOUS MATERIALS
·THE CONTRACTOR SHALL NOTIFY THE JURISDICTIONAL PERMIT AGENCY IMMEDIATELY IF ANY MATERIALS ARE ENCOUNTERED THAT ARE CONSIDERED
HAZARDOUS BY THE EPA, DEQ, OR OSHA. IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTERED THE CONTRACTOR SHALL SECURE THE SITE AND
PREVENT THE ACCIDENTAL EXPOSURE BY THE PUBLIC OR THE CONTRACTOR'S PERSONNEL.
·THE CONTRACTOR MAY EXCAVATE UP TO, BUT SHALL NOT DISTURB KNOWN HAZARDOUS MATERIALS SUCH AS ASBESTOS, OILS, ACID, ETC. THE REMOVAL
OF ALL HAZARDOUS MATERIALS MUST BE DONE BY AN APPROVED OR CERTIFIED HAZARDOUS MATERIALS CONTRACTOR LICENSED BY THE STATE OF
JURISDICTION.
·A COPY OF ALL CORRESPONDENCE PERTINENT TO THE REMOVAL OF HAZARDOUS MATERIALS SHALL BE TRANSMITTED TO OWNER AND A COPY SHALL BE
AVAILABLE AT THE PROJECT OFFICE AND THE JOB SITE.
AERIAL NOTES
·AERIAL CONSTRUCTION TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
·ALL HEIGHTS OF CABLE PLACEMENT WILL BE RECORDED AT TIME OF CONSTRUCTION. DOCUMENT ALL POINTS OF ATTACHMENT.
·6.6M STRAND WILL BE USED WITH STANDARD 5/8 HARDWARE.
·ALL EXTENSION ARMS TO BE PLACED WILL BE EPOXY ARMS UNLESS OTHERWISE NOTED OR APPROVED BY THE INSPECTOR.
·BOND STRAND TO POWER MGN WHERE APPLICABLE. ANCHORS TO BE USED WILL BE 3/4 SCREW IN TYPE.
·ALL STRAPS WILL BE PLACED 4" BEFORE AND AFTER EVERY SUPPORTING CLAMP AT A MINIMUM OF 21" APART.
·P.O.A. = POINT OF ATTACHMENT.
·ADD MISSING GROUNDS.
·REPAIR/REPLACE EXISTING LASHING WIRE IF DAMAGED.
CONSTRUCTION STAKING
·IN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES, FENCE LINES, OR OTHER EVIDENCE OF THE RIGHT-OF-WAY, THE
ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS WHERE REQUIRED TO MAKE THE PROPOSED CONDUIT ALIGNMENT EVIDENT.
·MANHOLE CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED WITH OFFSET STAKES AT RIGHT ANGLES (90°) TO THE CONDUIT
ALIGNMENT.
·CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR. DEVIATION FROM PLAN LAYOUT SHALL BE APPROVED BY THE ENGINEER
PRIOR TO CONDUIT AND/OR CLOSURE INSTALLATION.
·IF ADDITIONAL, FIELD STAKING OR LOCATION OF CONDUITS, MANHOLES, PROPERTY LINES, ETC., BECOMES NECESSARY, THE CONTRACTOR IS TO NOTIFY
THE INSPECTOR OR THE ENGINEER TWO WORKING DAYS PRIOR TO BEGINNING THE WORK.
PERMITS - FRANCHISES - EASEMENTS
·PHYSICAL WORK SHALL NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND THE CONTRACTOR ARE IN POSSESSION OF AND HAVE
CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTH IN THE REQUIRED PERMITS, FRANCHISES, AND/OR
EASEMENTS.
·PLACING FOREMAN TO HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL TIMES.
·ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS, FRANCHISES, AND/OR EASEMENTS
MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORK INVOLVED.
TRAFFIC CONTROL
·THIS PROJECT WILL INVOLVE WORKING ALONG A MAJOR ARTERIAL ROAD AND HEAVY TRAFFIC VOLUME SHOULD BE ANTICIPATED.
·UNIFORM TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES. ONLY EQUIPMENT AND MATERIALS NECESSARY FOR IMMEDIATELY SCHEDULED OR IN
PROGRESS WORK WILL BE MAINTAINED IN THE WORK AREA. ALL OTHER EQUIPMENT AND MATERIALS WILL BE "STORED OR STOCKPILED" IN SUCH A
MANNER AS TO ELIMINATE HAZARDOUS CONDITIONS FOR TRAFFIC OR PEDESTRIANS DURING NON-WORKING OR SHUT DOWN PERIODS.
·TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S.
GOVERNMENT PRINTING OFFICE) AND TO THE STATE HIGHWAY DIVISION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. HIGH LEVEL
WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES AND SPECIAL WARNING DEVICES MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT
ANY TIME THE USE WILL ADD TO THE SAFETY AND PROTECTION OF TRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION AREA.
·ALL CONDUIT TRENCHING IN PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED GRAVEL OR COMPLETELY COVERED AT THE COMPLETION OF EACH
WORKING DAY. ANY BACKFILLED TRENCH SHALL BE CAPPED WITH A MINIMUM LAYER OF ASPHALTIC CONCRETE COLD PATCH AT THE END OF EACH
WORKING DAY.
·THE CONTRACTOR SHALL MARK THE CONDUIT TRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES, CONES, AND/OR OTHER
VISIBLE METHODS THAT ALERT THE PUBLIC OF THE CONSTRUCTION ACTIVITY.
·A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SUBMITTED TO EACH PERMITTING AGENCY REQUESTING SUCH
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
THE AGENCY REPRESENTATIVES.
SPECIAL UTILITY CLEARANCES
·ALL WORK CONDUCTED ADJACENT TO WATER MAINS SHALL CONFORM TO THE FOLLOWING CONDITIONS:
A.WHEREVER POSSIBLE CONDUIT SHALL MAINTAIN A HORIZONTAL SEPARATION OF 3.0 FEET, MEASURED SURFACE TO
SURFACE (OUTSIDE EDGE TO OUTSIDE EDGE), FROM PARALLEL WATER MAINS.
B.WHEREVER POSSIBLE, CONDUIT SHALL PASS UNDER EXISTING WATER MAINS AND MUST MAINTAIN 12" VERTICAL
CLEAR SEPARATION. CONDUITS PASSING OVER WATER MAINS MUST ALSO MAINTAIN THE 12" VERTICAL SEPARATION.
C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING THIS REQUIRED VERTICAL
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
UTILIZES THE ADJACENT WATER TO DETERMINE WATER MAIN DEPTH, HE SHALL CONTACT THE AGENCY AT EACH SUCH
LOCATION AND THE AGENCY WILL DETERMINE THE NECESSARY DEPTH OF THE TOP OF THE CONDUIT AT THAT POINT.
D.THE VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY REVISED BY
AGREEMENT BETWEEN THE JURISDICTIONAL PERMIT AGENCY AND THE AGENCY ANY SPECIFIC DEVIATION IN VERTICAL
AND HORIZONTAL SEPARATION FROM THOSE DESCRIBED SHALL BE REPORTED TO THE OWNER BY THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL SEPARATION AT ALL TIMES
AND SHALL BE RESPONSIBLE FOR ANY AND ALL ENCROACHMENTS.
E.CLEARANCES TO STORM SEWERS AND SANITARY SEWERS SHALL BE EXACTLY THE SAME AS THOSE TO WATER MAINS.
STRUCTURE PROTECTION
·MANHOLES AND CONDUIT TO BE PLACED ADJACENT TO EXISTING STRUCTURES SUCH AS BRIDGE BRIDGE FOOTINGS/PIERS,
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
WRITTEN PERMISSION FROM THE OWNER/OPERATOR OF SUCH STRUCTURE.
·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
PLAN OF THE METHOD OF ESTABLISHING AND MAINTAINING THE DESIGN LOAD CONDITIONS (I.E., ROAD DETOURS,
TIEBACKS, ETC.)
·SEE UTILITY CLEARANCE SECTION NOTES FOR CLEARANCE CRITERIA TO PARALLEL OR CROSS UTILITIES.
·EXISTING UTILITIES EXPOSED DURING EXCAVATION SHALL BE 100% SUPPORTED BY EITHER TRENCH BRIDGING AND
SUSPENSION OR BY THE USE OF LONGITUDINAL TRAYS OR PLATFORMS VERTICALLY SUPPORTED BY ADJUSTABLE BUILDING
JACKS.
·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.
ALL CABLE SUPPORTS SHALL BE PLACED IN A MANNER THAN PREVENTS KINKS OR OTHER DAMAGE TO THE CABLE SHEATH.
·AN ACCEPTABLE ALTERNATIVE TO CABLE SLINGS WOULD BE THE UTILIZATION OF A WIDE FLANGE "I" BEAM OR CHANNEL AS
A "CABLE TRAY" WITH THE CABLES/CASES BANDED IN PLACE.
SHORING
·THE CONTRACTOR SHALL PROVIDE SHORING FOR CONDUIT TRENCH EXCAVATION 42" OR MORE IN DEPTH AS MEASURED
FROM THE HIGH SIDE OF THE TRENCH AND FOR ALL MANHOLE EXCAVATION.
·MANHOLE SHORING SHALL BE TIGHT-SHEETED.
·ALL SHORING SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL COUNTY AND THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA).
·SHORING SHALL BE DESIGNED TO MEET H-20 HIGHWAY LOADING.
·THE CONTRACTOR SHALL PROVIDE ALL SHORING AND DESIGN CALCULATIONS TO THE PERMIT ISSUING AGENCY PRIOR TO
COMMENCING ANY CONSTRUCTION ACTIVITY.
GENERAL NOTES
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 4 15
Know what's below.
before you dig.Call
R
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
H
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W
/
G
R
A
V
E
L
G
R
O
U
N
D

R
O
D
M
A
R
K
E
R

P
O
S
T
B
P
-
1
B
P
1
0
0
'
5
0
'
RAMSEY RD (SR-132
4
)
G
U
M

B
R
A
N
C
H

R
D

(
S
R
-
1
3
0
8
)
(
1
7
5
'
)
(62')
(
3
9
5
'
)
0
0
+
0
0
0
1
+
7
5
0
2
+
3
7
75'
36'21'
5'
MATCH TO SHEET 6
0
096ct
0
096ct
ABANDON FIBER
AFTER CUT OVER
1
2
3
45
6
BORE AT A
DEPTH OF 10'
5'7'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 5 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
2
3
1
5
4
6
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
B
P
-
2
B
P
G
U
M

B
R
A
N
C
H

R
D

(
S
R
-
1
3
0
8
)
(
3
9
0
'
)
0
6
+
3
2
75'
36'
22'
4'
MATCH TO SHEET 5
MATCH TO SHEET 7
ABANDON FIBER
AFTER CUT OVER
1
2
BORE AT A
DEPTH OF 10'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 6 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
1
2
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
B
P
-
3
B
P
H
H
H
H
-
3

W
/
G
R
A
V
E
L
G
R
O
U
N
D

R
O
D
M
A
R
K
E
R

P
O
S
T
1
0
0
'
BEAGLE LN
BATTIN
G

C
A
G
E

T
R
L
(
1
4
0
'
)
1
0
+
2
2
1
1
+
6
2
60'
75'
36'
22'
5'
MATCH TO SHEET 6
MATCH TO SHEET 8
0
096ct
ABANDON FIBER
AFTER CUT OVER
1
2
3
BORE AT A
DEPTH OF 10'
2'
10'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 7 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
3
1
2
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
B
P
-
4
B
P
G
U
M

B
R
A
N
C
H

R
D

(
S
R
-
1
3
0
8
)
(
3
9
0
'
)
1
5
+
5
2
60'8'
2'
36'
10'
2'
MATCH TO SHEET 7
MATCH TO SHEET 9
ABANDON FIBER
AFTER CUT OVER
1
2
BORE AT A
DEPTH OF 10'
3'
8'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 8 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
1
2
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
G
U
M

B
R
A
N
C
H

R
D

(
S
R
-
1
3
0
8
)
BAMBOO LN
EDGEWOOD

D
R
(
4
0
0
'
)
B
P
-
5
B
P
(
2
7
5
'
)
1
9
+
5
2
60'
37'
7'
4'
MATCH TO SHEET 8
MATCH TO SHEET 10
ABANDON FIBER
AFTER CUT OVER
1
2
3
BORE AT A
DEPTH OF 10'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 9 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
2
1
3
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
H
H
H
H
-
5
P
L
A
C
E

L
O
C
A
T
E
M
A
R
K
E
R

P
O
S
T
H
H
H
H
-
4

W
/
G
R
A
V
E
L
G
R
O
U
N
D

R
O
D
M
A
R
K
E
R

P
O
S
T
B
P
-
6
B
P
5
0
'
1
0
0
'
(52'
)
(
2
7
'
)
2
2
+
2
7
2
2
+
7
9
2
3
+
0
6
65'
37'
7'
5'
8'5'
MATCH TO SHEET 9
0
096ct
0
096ct
ABANDON FIBER
AFTER CUT OVER
DIRECTIONAL BORE 10'
BELOW CREEK BED
1 2
3
4
5
BORE AT A
DEPTH OF 10'
#
CONSTRUCTION NOTES
Page Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 10 15
Know what's below.
before you dig.Call
R
SCALE IS FOR REFERENCE PURPOSES ONLY. THE CABLE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE
APPROPRIATE PERMITTING MUNICIPALITY PRIOR TO
BEGINNING CONSTRUCTION, IN ORDER TO VERIFY THAT
THE CABLE IS BEING PLACED WITHIN THEIR RIGHT-OF-WAY.
3
5
1
2
4
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
TYPICALS
DIMENSIONS
LENGTH WIDTH DEPTH
OUTSIDE 51 3/4"34 3/4"35 3/4"
INSIDE 46 1/2"28 3/4"32 3/4"
EMBEDDED RACKING
(2 EACH SIDE)
ANTI-SLIP TREAD PATTERN
35
-
3
/
4
"
51-
3
/
4
"
34-3
/
4
"
NOT TO SCALE
30"
47
-
3
/
4
"
3"
LOGO
COMPOSITE
SHIELD X SPLIT COVERCOVER LIFT PIN
BULK VAULT
FEATURES:
30” X 48” X 36” (open floor) (actual dimensions on drawing)
BULK VAULT – SHIELD X Split COVER- Tier 22 Load
Rated (ANSI/SCTE 77: 2013)
(4) Cover locking Auger bolts, Hex (9/16”) or Penta
(7/8”h) head with washer
(4) Non-Seizing Fastening System, Field Replaceable
(4) Embedded Composite Rack Support
(1) Lifting slot equipped with stainless steel pin (slot isapproximately 2 ¾”x¾”)
(4) Winterized Cable Drop slide (1 ¼” X 1 ¼”)
(1) Galvanized Center Beam
(2) Logo Disk
WEIGHT & SHIPPING:
Cover Weight: 50 lbs (Per Half)
Box Weight: 129 lbs
Assembly Weight : 229 lbs
PERFORMANCE TESTING:
ANSI/SCTE 77: 2013 - TIER 22 Rated (33,750 lbs)
AS3996 – Class C
EN124 Class B125
ASTM C1028-07 & AS-4586 (Slip Resistance)
10,000 Hour Xenon-Arc Exposure (No fiber-bloom)
ASTM D635-06 (Flammability)
GRAVEL BASE
TYPICAL DETAIL - #2A
BULK304836
BULK VAULT HDPE STRUCTURAL FOAM
SHIELD X COMPOSITE COVER
CHANNEL - BULK3048363B1420
NP10-5508
TYPICAL DETAIL - #4A
PARALLEL CONDUIT DETAIL FOR DOT R/W
VARIES
VARIES VARIES X VARIES
EO
P
ASPHALT
ROADWAY
HDPE ROLE PIPE AS SPECIFIED
E/W (1) OPTIC CABLE
EO
P
C/
L
UNDISTURBED EARTH
R/
W
R/
W
5'
TYPICAL DETAIL - #6C
DIRECTIONAL BORE UNDER STATE ROADS
TYPICAL DETAIL
DIRECTIONAL BORE TIE-IN DETAIL
DIRECTIONAL
BORE
DIRECTIONAL
BORE
·BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO SOME POINT
PAST THE INTENDED TIE-IN, THEN TURN UP TO DAYLIGHT.
·TIE-IN POINT IS EXCAVATED, PIPE CUT OFF WHERE THEY CROSS EACH
OTHER AT DESIGN DEPTH AND A HIGH PRESSURE COUPLER IS INSTALLED
TO CONNECT THE TWO PIPES AT DESIGN DEPTH.
·ALL EXCAVATIONS OR TRENCHES (4) FOUR FEET OR GREATER IN DEPTH
SHALL BE APPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING
TO THE PROCEDURES AND REQUIREMENTS SET FORTH IN OSHA'S
EXCAVATION STANDARDS; 29 CFR 1926.650, 1926.651 AND 1926.652
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CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 11 15
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
TYPICALS
C/
L
EO
P
EO
P
R/
W
R/
W
DIRECTIONAL BORE
EXISTING GRADEEXISTING GRADE
TYPICAL DETAIL - #5
DIRECTIONAL BORE NON-DOT ROADS
10
'
MI
N
.
TYPICAL DETAIL - #9A
DIRECTIONAL BORE WITH BRIDGE UNDER
CANALS & CREEKS
10'
COVER
10'
10'
COVER
EXISTING GRADE
CANAL / CREEK
VARIES
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R
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 12 15
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
TEST STATION DETAIL SCHEMATIC
50'50'50'
CATHODIC PROTECTION
EXISTING GRADEEXISTING GRADE
ARMORED FOC
CATHODIC PROTECTION
EXISTING GRADE
COPPER CLAD
GROUND ROD (5/8" X 8')
TEST STATION WITH FIELD SPLICE
#6 GRD-WIRE FROM GROUND ROD
(5/8" X 8') TO SPLICE ENCLOSURE
CATHODIC PROTECTION
EXISTING GRADE
COPPER CLAD
GROUND ROD (5/8" X 8')
TEST STATION WITH COIL
FOR FUTURE SPLICE
EXISTING GRAVEL
COPPER CLAD
GROUND ROD (5/8" X 8')
TEST
STATION
HANDHOLE
(2.5' X 4' X 3')
COPPER CLAD
GROUND ROD (5/8" X 8')
HANDHOLE
(2.5' X 4' X 3')
ANCHOR
COPPER CLAD
GROUND ROD (5/8" X 8')
MGNV
NOTE:
BOND FOC TO GROUND ROD
AT RISER POLES AND EVERY
6,600 FEET (11
4 MILES)
TEST
STATION
HANDHOLE
(2.5' X 4' X 3')
DO
W
N
-
G
U
Y
100' COIL
ARMORED FOC & 10M STRAND
POLE
MGNV
NOTE:
BOND SUPPORT STRAND TO MGNV
AT ALL FUTURE SPLICE LOCATIONS
MGNV
NOTE:
BOND FOC TO MGNV USING
COMMSCOPE SUREGROUND
GROUND KIT FOR 5/8" CABLE
MGNV
BOND FOC TO GROUND ROD EVERY 6,600' (11
4 MILES)BOND METALLIC SHIELD TO MGNV EVERY 6,600' (11
4 MILES)
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 11
4 miles (6,600 feet).
BURIED NOTES:
1.Establish and maintain continuity of all metallic sheath components and strength
members in the cable and across all buried splices
2.Bond metallic sheath components and strength members to 5/8" x 8' copper clad
ground rod at all buried splices
3.Place 5
8" x 8' copper clad ground rods at all handholes for future splicing and grounding
4.Place bonds between all metallic cable components and copper clad ground rods at
least once every 11
4 miles (6,600 feet).
5.Place Cathodic Protection Test Station at all buried fiber cable splices and when
bonding fiber metallic cable components to copper clad ground rods every 11
4 miles
POLE POLEPOLE
100'100'100'100'
100'100'100'
COPPER CLAD
GROUND ROD (5/8" X 8')
#6 GRD-WIRE FROM IN COMING
FOC TO SPLICE ENCLOSURE
#6 GRD-WIRE FROM FOC TO
GROUND ROD (5/8" X 8')
#6 GRD-WIRE TO
GROUND ROD (5/8" X 8')
SPLICE ENCLOSURE
HANDHOLE (2.5' X 4' X 3')
6" GRAVEL 50' COIL
HANDHOLE (2.5' X 4' X 3')
6" GRAVEL
50' COIL
#6 GRD-WIRE TO FOC
#6 GRD-WIRE TO FOC#6 GRD-WIRE TO
INCOMING FOC
#6 GRD-WIRE TO
OUTGOING FOC
#6 GRD-WIRE TO
GROUND ROD
(5/8" X 8')
50' COIL
#6 GRD-WIRE FROM
OUT GOING FOC TO
SPLICE ENCLOSURE
#6 GRD-WIRE TO METAL
SHIELD OF FOC
#6 GRD-WIRE TO
GROUND ROD (5/8" X 8')
#6 GRD-WIRE TO
METAL
SHIELD OF FOC
BONDING CLAMP
100' COIL 100' COIL 100' COIL
BONDING CLAMP
MGNV MGNV
MGNV
ARMORED FOC
GOING DOWN POLE
BOND STRAND TO MGNV AT ALL
RISER POLES SPLICE LOCATIONS BOND STRAND TO MGNV BOND STRAND TO MGNV BOND STRAND TO MGNV
MGNV
BOND METALLIC
SHIELD TO MGNV
BOND DOWN-GUY TO MGNV
#6 GRD-WIRE & BONDING CLAMPS
EXISTING GRAVEL EXISTING GRAVEL
ARMORED FOC
ARMORED FOC ARMORED FOC ARMORED FOC ARMORED FOC
ARMORED FOC ARMORED FOC ARMORED FOC
ARMORED FOC & 10M STRAND ARMORED FOC & 10M STRAND
NOTE:
BOND FOC TO GROUND ROD
USING COMMSCOPE
SUREGROUND
GROUND KIT FOR 5/8"
100' COIL
FUTURE SPLICE
100' COIL
FUTURE SPLICE
100' COIL
EXISTING GRADE EXISTING GRADE
BONDING & GROUNDING DETAILS
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CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 13 15
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
DIRECTIONAL BORE PROFILE
7'
DIRECTIONAL BORE DETAIL UNDER GUM BRANCH RD (SR-1308)
36'21'
62'
10
'
10
'
BP
-
1
BPHH
HH
-
2
8'
DIRECTIONAL BORE DETAIL UNDER GUM BRANCH RD (SR-1308)
37'7'
52'
10
'
10
'
BP
-
6
BPHH
HH
-
4
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CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 14 15
DRAWING NAME:
PROJECT MANAGER:
ENGINEERING FIRM:
SO/EWO#, EBS#
PROJECT:
ADDRESS:
Gum Branch Rd (U-4906), Jacksonville NC (Revision-1).dwg
SOUTH CAROLINA TELECOMMUNICATIONS
GROUP HOLDINGS, LLC d/b/a SEGRA
Michael Wornom
TPRC BROADBAND
SO# EWO# / EBS#
U-4906
Gum Branch Rd, Jacksonville NC
CONFIDENTIAL/PROPRIETARY SHEET:
NO.
1
2
3
OF 15 15
Total Underground Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
Total Aerial Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
Know what's below.
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Total Inside Plant (ISP) Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
96CT FOC 2706'
1-1/4" HDPE 6918'
VAULT / HANDHOLE 3
GROUND ROD 3
LOCATE MARKER POST 2
MARKER POST 3
FOSC 450D SPLICE CLOSURE 2
72CT SPLICE TRAY 2
TALL BASKET 2
MATERIAL TOTALS
Cable Placement, Splicing, Testing ETC Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
Material Rake Off
Unit Code & Description Units Estimated
Quantity
Actual
Quantity
OSP 96CT. FIBER OPTIC CABLE UNDERGROUND 2306'
OSP 96CT. SERVICE COIL UNDERGROUND 100'
OSP 96CT. SLACK LOOP UNDERGROUND 300'
UNDERGROUND TOTAL (96CT):2706'