20140723 Ver 3_North River Bridge_20190731

CONTERRA FIBER PROJECT
STATE OF NORTH CAROLINA
US 70
CARTERET COUNTY
LOCATION: BRIDGE NO. 33 OVER THE NORTH RIVER ON US 70
TYPE OF WORK: CONDUIT RELOCATION
CONTERM
NETWORKS
Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
I SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND I
ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
AS -BUILT
REVISION #1
ORIGINAL
DATE ENG DESIGq DRAFTING I COMMENT
GIOIVIARE GROUP, LLC
IITELECOM CONSULTING & ENGINEERING I
GIOMARE GROUP. LLC ENGINEER, LUIS BARRIENTOZ
PROJECT NUMBER, CTA19-002 I
LOCATION, NORTH RIVER BRIDGE, US 70

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 A MINIMUM DEPTH OF 36' DEEP UNLESS OTHERWISE DIRECTED BY A REPRESENTATIVE OF
THE UTILITY OWNER.
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 CONTACTTHE PROJECT MANAGER 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 CONTACTTHE PROJECT MANAGER
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 A REPRESENTATIVE OF THE
UTILITY OWNER.
CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL THEY HAVE RECEIVED A PURCHASE ORDER AND HAVE BEEN
DIRECTED TO DO SO BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY OWNER.
CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THE
APPROPRIATE REPRESENTATIVE OF THE UTILITY OWNER.
GENERAL NOTES
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 IN THE APPROPRIATE STATE.
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.
-ALL EXTENSION ARMS TO BE PLACED WILL BE EPDXY ARMS UNLESS OTHERWISE NOTED OR APPROVED BY THE INSPECTOR.
-BOND STRAND TO POWER MGN WHERE APPLICABLE. ANCHORS TO BE USED WILL BE 34 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.
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 CONTACTTHE
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 ADJACENTTO EXISTING STRUCTURES SUCH AS BRIDGE BRIDGE
AS-BUILTS WILL BE REQUIRED FOR EACH PROJECT INCLUDING CABLE FOOTAGE SEQUENTIALS AT EVERY ACCESS POINT,
IN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES, FENCE LINES, OR OTHER EVIDENCE
FOOTINGSPIERS, BUILDING FOUNDATIONS, WALLS, POWER AND TELEPHONE POLES, AND OTHER UTILITIES
SLACK LOOP, SPLICE LOCATION, POLE AND TERMINATION POINT, CONTRACTOR SHOULD ALSO PROVIDE NOTES OF ALL
OF
SHALL MAINTAIN A MINIMUM CLEARANCE AS SHOWN. THE CONTRACTOR SHALL NOT UNDERMINE ANY
CHANGES IN DEPTHS, RUNNING LINES, WHHH LOCATIONS, AND ANY OTHER APPLICABLE NOTES TO DEPICTTHE WORK THAT
THE RIGHT-OF-WAY, THE ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS WHERE REQUIRED TO MAKE THE
ADJACENT STRUCTURE WITHOUT SPECIFIC WRITTEN PERMISSION FROM THE OWNEROPERATOR OF SUCH
TOOK PLACE. NOTE: ALL MAJOR CHANGES NEED TO BE PRE -APPROVED BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY
PROPOSED CONDUIT ALIGNMENT EVIDENT.
STRUCTURE.
COMPANY PRIOR TO STARTING THE WORK.
MANHOLE CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED WITH OFFSET STAKES AT RIGHT ANGLES
SHORING USED AS FOUNDATION SUPPORT SHALL BE DESIGNED SPECIFICALLY FOR BOTH THE LIVE AND DEAD
SITE CONDITIONS
(90.)
LOADS OF THE STRUCTURE, OR IF ONLY THE DEAD LOAD IS USED FOR DESIGN, THE CONTRACTOR SHALL PROVIDE
TO THE CONDUIT ALIGNMENT.
A DETAILED LAYOUT AND PLAN OF THE METHOD OF ESTABLISHING AND MAINTAINING THE DESIGN LOAD
THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REPAIR OF ANY
CONDITIONS (I.E., ROAD DETOURS, TIEBACKS,ETC.).
DAMAGED CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT. THE CONTRACTOR SHALL ENCLOSE
CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR. DEVIATION FROM PLAN LAYOUT SHALL BE
THE EXISTING CABLES IN PVC.
APPROVED BY THE ENGINEER PRIOR TO CONDUIT ANDOR CLOSURE INSTALLATION.
SEE UTILITY CLEARANCE SECTION NOTES FOR CLEARANCE CRITERIA TO PARALLEL OR CROSS UTILITIES.
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 OR 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 EASEMENTS 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 LOOP WIRE FROM TERMINALTO 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 ANDOR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR MANHOLE INSTALLATION, THE
CONTRACTOR SHALL PLACE APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH THE
APPROPRIATE STATE 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 SUPPORTTHE 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.
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, ANDOR EASEMENTS.
PLACING FOREMAN TO HAVE A COPY OF THE PERM ITSEASEMENTS ON SITE AT ALL TIMES.
ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS,
FRANCHISES, ANDOR 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 OREGON STATE HIGHWAY DIVISION
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. HIGH LEVEL WARNING TYPE DEVICES ARETO BE USED ATALL
TIMES AND SPECIAL WARNING DEVICES MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT ANYTIME 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 ATTHE END OF EACH WORKING DAY.
THE CONTRACTOR SHALL MARK THE CONDUITTRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES,
CONES, ANDOR OTHER VISIBLE METHODS THAT ALERTTHE PUBLIC OF THE CONSTRUCTION ACTIVITY.
A TRAFFIC CONTROL PLAN SHALL BE PREPARED BYTHE 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 REVIEW BY THE AGENCY
REPRESENTATIVES.
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 CABLESCASES BANDED IN PLACE.
SHORING
THE CONTRACTOR SHALL PROVIDE SHORING FOR CONDUITTRENCH EXCAVATION 48" 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 COMMENCING ANY CONSTRUCTION ACTIVITY.
NA XA
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Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
CONTACTS
.µ�SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND I
{{- ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
AS -BUILT
REVISION #1
ORIGINAL
DATE NG DESIGq DRAFTING I COMMENT
GIOMARE GROUP, LLC
ITELECOM CONSULTING & ENGINEERIPAl
GIOMARE GROUP, LLC ENGINEER, LUIS BARRIENTOZ
CUSTOMER NAME: CONTERRA
PROJECT NUMBERi CTA19-002
LOCATION, NORTH RIVER BRIDGE, US 70
CONFIDENTIAL/PROPRIETARY SHEET: 2 of 9

LEGEND / SYMBOLS KEY
LINMPES
®
RISER
VAULT-
VAULT - EXISTING
IPOLE NO N A
POLE ATTACHMENT CALLOUT - EXISTING
UG FIBER - EXISTING
❑T
TELEPHONE
❑V
UTILITYi 0'-0"
USE DYNAMIC PULL DOWN TO SELECT
UG FIBER -PROPOSED
VAULT
FROM 1 TO 6 ATTACHMENTS
AERIAL FIBER - EXISTING
FP -]POWER
VAULT
OWNER
AERIAL FIBER - PROPOSED
p
CATCH BASIN/INLET
VAULT-
VAULT - PROPOSED
POLE NO N A
POLE ATTACHMENT CALLOUT - PROPOSED
STRAND EXISTING
El
UTILITYI 0'-0"
USE DYNAMIC PULL DOWN TO SELECT
STRAND - PROPOSED
n
`C S
FIRE HYDRANT
VAULT
CENTURYLINK
FROM 1 TO 6 ATTACHMENTS
CONDUIT - EXISTING
�Ih
GROUND/BOND
CONDUIT - PROPOSED
0'
O CABLE FIBERS: FIBERS
CABLE SPAN CALLOUT - EXISTING
INNERDUCT -EXISTING
STREET LIGHT
C>Q
AERIAL STORWAE - EXISTING
CABLE OWNER: CONTERRA
CABLE LENGTH: LENGTH
FOR USE ON PAPER SPACE (SHOWN AT 50X)
----------------------------------------------------------------------
INNERDUCT - PROPOSED
Ol
NOTES:
AERIAL STORWAE - PROPOSED
GAS
O CABLE FIBERS: FIBERS
CABLE SPAN CALLOUT -PROPOSED
WATER
TREE
CABLE OWNER:CONTERRA
CABLE LENGTH:LENGTH
FOR USE ON PAPER SPACE (SHOWN AT 50X)
TELEPHONE
�W
O
VAULT/BUILDING STORWAE - EXISTING
NOTES:
ELECTRIC
CULVERT
SANITARY SEWER (SEW)
WING WALL
0'
O
VAULT/BUILDING STORWAE - PROPOSED
CONDUIT LENGTH LETERRA NGTH
� CONDUIT LENGTH: LENGTH
CONDUIT CALLOUT -EXISTING
FOR USE ON PAPER SPACE AT 50X)
STORM DRAIN
CONDUIT CITY: CONDUITS
(SHOWN
FENCE
CONDUIT SIZE SIZE
CONDUIT TYPE: TYPE
WITH OR WITHOUT INNER DUCT INFO
CABLE TV
BRIDGE
POLE ANCHOR / DOWN GUY - EXISTING
INNER DUCT QTY:INNERDUCTS
INNER DUCT SIZE: SIZE
STEAM
INNER DUCT TYPE: TYPE
OIL
O
MISC. UTILITY
POLE ANCHOR/DOWN GUY - PROPOSED
NOTES:
UNKNOWN UTILITY
O CONDUIT OWNER: CONTERRA
RIGHT OF WAY
®
UTILITY POLE -EXISTING
PROPOSED DOWN GUY ON EXISTING ANCHOR
CONDUIT LENGTH: LENGTH
CONDUIT CALLOUT - PROPOSED
OWNER
CONDUIT QT
FOR USE ON PAPER SPACE (SHOWN AT 50X)
eoa Eoa
EDGE OF PAVEMENT
ID
E:CONDUITS
CONDUIT SIZE: SIZE
WITH OR WITHOUT INNER DUCT INFO
CONDUIT TYPE TYPE
POLE — PROPOSED
INNER DUCT QTY:INNERDUCTS
LLEEVEL3
FDP
TERMINATION — EXISTING
INNER DUCT SIZE: SIZE
SYMBOL
DESCRIPTION
ID
NAME
INNER DUCT TYPE: TYPE
SIZE
NOTES:
ASW
ASPHALT SIDEWALK
HH-
LOCATION
BIP
BLACK IRON PIPE
HH
HANDHOLE - EXISTING
FDP
TERMINATION - PROPOSED
STRAND TYPE: TYPE
O
STRAND CALLOUT - EXISTING
HANDHOLE
NAME
STRAND LENGTH: LENGTH
FOR USE ON PAPER SPACE (SHOWN AT 50X)
BSP
BLACK STEEL PIPE
OWNER
SIZE
NOTES:
CSW
CONCRETE SIDEWALK
HH-
HH
HANDHOLE - PROPOSED
LOCATION
O STRAND TYPE: TYPE
STRAND LENGTH: LENGTH
STRAND CALLOUT - PROPOSED
FOR PAPER
EOP
EDGE OF PAVEMENT
HANDHOLE
mlm
NAME
BUILDING CALLOUT - PROPOSED
NOTES:
USE ON SPACE (SHOWN AT 50X)
LEVEL3
STREET
EOTW
EDGE Of TRAVEL WAY
FOC
FACE OF CURB
MH-
MH
MANHOLE -EXISTING
H
HOPE
HIGH DENSITY POLYETHYLENE
MANHOLE
MANUFACTURER
NAME
SPLICE POINT - EXISTING
OWNER
HH
HANDHOLE
H
JB
JUNCTION BOX
MH-
MH
MANHOLE - PROPOSED
MANUFACTURER
NAME
SPLICE POINT - PROPOSED
MH
MANHOLE
MANHOLE
LEVEL3
MP
MILE POST
PB-
#F IN: 0
I OUT: 0
SEQUENTIAL CALLOUT
O/S
OFFSET
PB
PULWAOX - EXISTING
PVC
POLY VINYL CHLORIDE
PULWAOX
WN OWNER
#F IN: 0
TAIL: 0
SEQUENTIAL IN TAIL CALLOUT
RGS
RIGID GALVANIZED STEEL CONDUIT
PB-
ROW
RIGHT OF WAY
PB
PUWAOX - PROPOSED
#F TAIL: 0
SEQUENTIAL TAIL OUT CALLOUT
PULWAOX
OUT: 0
STA.
STATION
LEVEL3
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NETWORKS
Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
CONTACTS
I SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND I
ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
AS —BUILT
REVISION #1
ORIGINAL
DATE ENG DESIG DRAFTING COMMENT
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PROJECT NUMBERi CTA19-002
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CONFIDENTIAL/PROPRIETARY SHEET: 3 OF 9

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Fiber Driven. People Powered.
SCOPE OF WORK
Project description
CONTACTS
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AS -BUILT
2
REVISION #1
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ORIGINAL
NO.
DATE
ENG DESIG
DRAFTING
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GIOMARE GROUP, L_L_(
TELECOM CONSULTING S. ENGINEERING
GIOMARE GROUP, LLC ENGINEER, LUIS BARRIENTOZ
CUSTOMER NAMET CONTERRA
PROJECT NUMBER, CTA19-002
JKAWINU NAME North River Bridge.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 9

C0NffZRRA
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Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
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STATE OF S
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R/W------------
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5
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--
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1--C�-- ---------.,>NEW"
US 70 BRIDGE LOCATION ---- C+------------------------------------
--�-------
--
--J- --
CONTACTS
-
"OLD" US 70 BRIDGE LOCATION
LBEGIN BRIDGE
—L— STA. 54+50.96
& TELE IN CONDUIT ALONG BOTH SIDES OF BRIDGE
VFO
-----------------------------------------
-------------------------------
--->�-------
107
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-----------------------_-------------------------------------------------
--------- R/W------------------------------------------------
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NORTH RIVER O
(TIDAL FLOW)
1
EXISTNG POWER TRANSMISSION LINE EASEMENT
RAW -----------------------—
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SIGN ('�
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---
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CONTERRA TO TIE—IN
AT EXISTING HANDHOLE
OSTA 26+60
ONTERRA TO PLACE
2 1.25" HOPE CONDUITS
IN (1) 4 STEEL
CONDUIT
(C(�OIlNTE 25A TO PLACE
DIRECTIONAL BORE ENICASED IN (1) 4' STEEL
FROM STA 0+00 TO CONDUIT
STA 15+85
MAINTAIN MIN. DEPTH
OF 30' BELOW RIVER
BED
CONTERRA TO PLACE Lam_
2) 1.25" HOPE CONDUITS
ENCASED IN (1) 4' STEEL
CONDUIT RIP RAP
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AS —BUILT
2
REVISION #1
1
ORIGINAL
NO.
DATE
NG DES=IGl
DRAFTING
COMMENT
GIOIvIARE GROUP, L_L_C
0*0�rm"*�
TELECOM CONSULTING S. ENGINEERING
GIOMARE GROUP, LLC ENGINEER, LUIS BARRIENTOZ
CUSTOMER NAME, CONTERRA
0 100 200 300
PROJECT NUMBER, CTA19-002
LOCATION, NORTH RIVER BRIDGE, US 70
SCALE, 1'=100'
DRAWING NAMEII River Bridge.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 9

m U -L- POC Sta. 57+59.94
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1 PERRY BAYER SHELLFISH LEASE #877
---- ------------------------—
60+00- - - - - - - - - - - - -
-- --
- - -- -
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"OLD" US 70 LOCATION
ru
13' BST OLD ROAD BED
- - - - - - - � ---------- - - - - - - - - - - t„ n4
ALONG HIGH TIDE LINE _____-_____________________________-_________-_
NTERRA TO PLACE
2 1.25" HDPE CONDUITS
WILBERT BRADLEY LAWERENCE CONVENTIONAL PLOW
SHELLFISH LEASE #877 FROM STA 15+85 TO
STA 26+60
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LEASE N END TIP PROJECT B-4722B
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DB 232 PG 151
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C0NffZRRA
�mamuII NETWORKS
Fiber Driven. People Powered.
SCOPE OF WORK
Project description
CONTACTS
SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
3
AS -BUILT
REVISION #1
I
ORIGINAL
O. DATE
EING DESIG
DRAFTING
COMMENT
GIOMARE GROUP, L_L_C
ITEL-EC13M CONSULTING 8. ENGINEERING
GIOMARE GROUP, LLC ENGINEER, LUIS BARRIENTOZ
CUSTOMER NAME, CONTERRA
PROJECT NUMBER, CTA19-002
JKAW 1NLi NAME North River Bridge.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 6 OF 9

uu
20
10
0
-10
-20
-30
-40
-50
"NEW" BRIDGE
CENTEF
LINE ELEVAT
ON
"OLD" US 70
BRIDGE LO
ATION
/
\
IVER BED EL
VATION
"
EW" BRIDGE
LOCATION
-
PRO
OSED BORE
(1,585'+/-)
-F--
-T-
40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
PROPOSED PROPOSED
HAND HOLE BORE PIT
PROPOSED BORE (1,585'+/-) MINIMUM BORE DEPTH 30' 1
1
(2)1.25"
HDPE CONDUITS PLACED IN (1) 4" STEEL CONDUIT
I
---------------------------------------------------
325'+/-
"OLD" US 70 BRIDGE LOCATION
240'+/-
30
20
10
0
-10
-20
-30
-40
-50

DIRECTIONAL BORE UNDER BRIDGE
NOT TO SCALE
1,585' ±
EXISTING GROUND
TYPICALS
48, BRIDGE MIN 48" MIN
RIVER BED
15" MIN 30' MIN 15" MIN
RADIUS 30' MIN
RADIUS
EXISTING GRADE
1 48"
CASING/CONDUIT AS
SPECIFIED
DIRECTIONAL BORE TIE-IN DETAIL
NOT TO SCALE
4'
SETUP FOR NORTH SETUP FOR SO
BACKFILL IN 6" LAYERS WITH ROCK
FREE MATERIAL AT 95%
COMPACTION RATE
oe �
RF
EXISTING GRADE
TWX4'LXTD
EXCAVATION PIT ON R/W
owns -IBM
TIE-IN STATION
• BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDED
TIE-IN. THEN TURNED UP TO DAYLIGHT.
• THE TIE-IN POINT IS EXCAVATED. THE CONDUITS CUT OFF WHERE THEY CROSS EACH
OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO
CONDUITS AT THE DESIGN DEPTH.
• ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED, SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD,
29 CFR 1926.650, .651, AND .652
EXISTING GRADE
DBORE
HANDHOLE CONSTRUCTION DETAILS, CONDUIT TO
HANDHOLE PROFILE FOR R/W CONSTRUCTION
NOT TO SCALE
24" , 24"
HANDHOLE
30"X48"X24" 24"
6" GRAVEL
8' GROUND ROD
EXISTING GRADE
DBORE
ALL EXCAVATIONS OR TRENCHES 4FEET OR GREATER IN DEPTH SHALL BE
APPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING TO THE PROCEDURES
AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926.650,
.651, AND .652.
CONffERM
NETWORKS
Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
CONTACTS
yy SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
{{- ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
AS -BUILT
REVISION #1
ORIGINAL
DATE ENG DESIGNI DRAFTING I COMMENT
GIOMARE GROUP, LLLL<
(TELECOM CONSULTING & EN0INEERIJ0
GIOMARE GROUP, LLC ENGINEER, LUIS BARRIENTOZ I
CUSTOMER NAME, CONTERRA
PROJECT NUMBER, CTA19-002
* PLACEMENT DEPTHS VARIES - PLEASE FOLLOW DEPTHS CALLED OUT IN CONSTRUCTION
LOCATION: NORTH RIVER BRIDGE, US 70
CONFIDENTIAL/PROPRIETARY SHEET: 8 OF 9

0
EMT
DETAIL "B"
GROUND CONNECTION
318,16 UNC X 4 [1021 LG
PG243HAGOEV2 S.S. HEX HEAD BOLT
SKID RESISTANT 2 PLACES
SURFACE MS-86 O *2X
0318 [101 SS FLAT WASHER
O2 P ACES
C 0518 [161 THRU HOLE
FARGO CLAMP 12 [131 X4 [1021 PULL SLOT 101114P21 X 112 [131
W1 O114[6]CENTER PIN EEP C'BORE (2 PLACES)
2 PLACES ITE LOGO
�LAO 24 [6501 CABLE RACK 26 N-16 UNC SELF ALIGNING,
[950 LACE
1660] REPLABLE S.S. EZ-NUT
2 PLACES
1561 2 PLACES
ACE
112-13 UNC 712 [191] CABLE
UNDROD� LIFTING BOLTS (a���oK
NO.6 BARE COPPER WIRE 4 PLACES D
141 I -
PG24368632
NOTE: GROUND ROD TO BE MAXIMUM OF
INCHES ABOVE FLOOR LEVEL OF HANDHOLE OF o
DETAIL "C"
FARGO CLAMP 04 314 [1211 KNOCKOUT 4X412
2 EACH END 1114]
TYPICAL DETAIL #10
QUAZITE 24X36X36 BOX ASSEMBLY
W/(2) 24" CR, (2) 7112" CR, HOOKS
0� & (4) 04 3l4 KNOCKOUT
PG2436Z978EV2
NO.6 BARE COPPER WIRE
FIBER OMITTED FOR CLARITY
8 DETAIL "C"
THIS SHEET 2X22 BURIED SERVICE WIRE
CORE DRILL IN �uBUILDING EXTERIOR WALL
NEOPRENE
SEALING RING
USE STEEL CONDUIT TO
ENTER BUILDING
GROUT CORE // o a o 0
DRILL FLUSH �/
W/INTERIOR a G
WALL
CONDUIT SEAL
OZ/GENDEY CAT #
"CSML-600P"
WALL SEAL (OR
EQUAL)
TYP I CALS
12 [131 X4 [102] PULL SLOT
W10114 [6] CENTER PIN
(2 PLACES) �
0518 [161 THRU HOLE S1
114 [321 X 112 [131 DEEP
C'BORE (2 PLACES)
24 [6501 CABLE RACK 4B 518
4 PLACES 112601 1e591
111-13 UNC
LIFTING SO
�O
4 PLACES ISO
11<OLI.
k5 XNA
04 314 [1211 KNOCKOUT nq�
2EACHENDOI.I.I�\�
1'7 X4 [102] LONGS .S. HEX
2AGAUGERBOLT
2 PLACES
0318 [16] S.S.
FLAT WASHER
O 2 PLACES
GUAZITE LOGO
PG3W8HS00EV2
RAC HO CABLE
RACK HOOK
4 PLACES
32118
[8161
3B-7 LAG THREAD SELF ALIGNING,
REPLACEABLE S.S. U-NUT
2 PLACES
TYPICAL DETAIL - #11
QUAZITE 30X48X36 ASSEMBLY
WI(4) 24" CABLE RACKS
8,(4) 7112" HOOKS
PG3048Z987EV2
PLACEMENT - TYPICALS
TYPICAL "A"
TYPICAL IIBI'
PLACE CONDUIT
PLACE HDPE (DIRECTIONAL BORE)
CROSS SECTION
CROSS SECTION
r EXISTING GRADE
12"
T
48" MIN DEPTH
N`aAa4rMIN
SILL � COVER
BACNFILL.cOMPA Eo®U
u CLEAN BACK FILL
BACKFILL COMPACTE"FART @@
TYPICAL DETAIL - #12
TRENCH IN SOIL (NON TRAFFIC AREAS)
12 [131 X 4 [102] PULL SLOT
W10114 [61 PIN
2 PLACES
03M [10] FLAT WASHER
2 PLACES � 1T
O oOC
SKID RESISTANT
SURFACE MS-86
C CABLE
RAHOOK
RACK HOOK
d PLACES
4..
1. fi
SPECIFIED
* PLACEMENT DEPTHS VARIES - PLEASE FOLLOW DEPTHS CALLED OUT IN CONSTRUCTION SHEETS
318-7 X 4 (1021 LONG S.S. HEX
HEAD AUGER BOLT
2 PLACES
05181161 THRU HOLE Wl 01
114 [321 X 112 [131 DEEP
C'BORE (2 PLACES)
/Oa OUAZRELOGO
TIER 15 LOGO
PG36 XHSOOEV2
,0
UV" 0
112-13 UNC QO
LIFTING BOLT
4 PLACES
PG3636B565
TYPICAL DETAIL - #13
QU-
ITE 36X36X36 BOX 8 COVER ASSEMBLY
WI(4) 24" CR, (4) 7112" CR, HOOKSB (4) 04 3l4 KNOCKOUT
PG3636Z55OEV2
24 (6501 CABLE RACK
4 PLACES
3117 LAG THREAD SELF ALIGNING,
REPLACEABLE S.S. EZ-NUT
2 PLACES
04 314 [1211 KNOCKOUT
2 EACH END
C0NffZRM
� m a m,, NETWORKS
Fiber Driven. People Powered.
SCOPE OF WORK:
Project description
CONTACTS
SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND
ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS.
3
AS -BUILT
REVISION #1
I
ORIGINAL
O. DATE
NG DESIG
DRAFTING
COMMENT
GIOMARE GROUP, LLC
ITEL-EC13M CONSULTING S. ENGINEERING
GIDMARE GROUP, LLC ENGINEER, LUIS BARRIENTDZ
CUSTOMER NAME, CONTERRA
PROJECT NUMBER, CTA19-002
LDCATIDN, NORTH RIVER BRIDGE, US 70
DRAWING NAMEINorth River Bridge.dwg
CONFIDENTIAL/PROPRIETARY SHEET: 9 OF 9