20150484 Ver 1_Site Plan_20150420

Burdette, Jennifer a
From: Graham, Stephen <sgraham @Bechtel.com>
Sent: Monday, April 20, 2015 5:37 PM
To: Burdette, Jennifer a
Cc: Ridings, Rob; Chang, Betty; Tanis Raleigh Mailbox
Subject: RE: Google Fiber Pre -App Mtg
Attachments: Special Crossings.xlsx; DENR Meeting April 29, 2015.docx; LCP -020 - DT - REV 002
DWS- 2015_04_03.pdf
Jennifer /Rob — please find attached;
Draft agenda of what we would like to discuss
A list of streets where we are proximate to water and which may require special permitting
A drawing which we have submitted to NCDOT (does not include a water crossing) so that you understand the scope of
the project.
F%111131�0�� =1111=41117,40"
Steve Graham
Right of Way Lead
Bechtel Infrastructure and Power Corporation
510 - 340 -0892
- - - -- Original Appointment---- -
From: Burdette, Jennifer a [ mailto: Jennifer.Burdette(a)ncdenr.Qov]
Sent: Friday, April 17, 2015 2:59 PM
To: Burdette, Jennifer a; Ridings, Rob; 'J ames .C.Lastinger @usace.army.mil' ( James .C.Lastinaer(a)usace.army.mil);
Graham, Stephen; Chang, Betty
Subject: Google Fiber Pre -App Mtg [ *EXTERNAL *]
When: Wednesday, April 29, 2015 2:00 PM -4:00 PM (UTC- 05:00) Eastern Time (US & Canada).
Where: Archdale, 9th Flr, Room 917
I've contacted James Lastinger with the Corps of Engineers and reserved a conference room in the Archdale Building for
our pre - application meeting.
The address for the Archdale Building is 512 N. Salisbury Street. I've also reserved parking space 11 for James Lastinger
and space 12 for Stephen Graham in Lot 25 located at 115 W. Peace Street. This parking lot is adjacent to the railroad
tracks across the street from the Shell Station.
Stephen — Please bring a map of the proposed alignment if you have one available.

Bridge /Water Crossings Total: 25
I General I I I I Contact I
Status
Xing Type
City
County
Hut
LCP
RING
Control Authority
Owner Point of Contact (POC )
Lat
Long
Roadway Name
Active
Water - Bridge
Raleigh
Wake
RDU122
Raleigh
35.900586
- 78.78523
Arco Corporate Dr
Active
Water - Bridge
Morrisville /Cary
Wake
RDU119
NCDOT
35.82065
- 78.82361
Chapel Hill Rd
Active
Water - Bridge
Cary
Wake
RDU113
NCDOT
35.730052
- 78.78995
Regency Pkwy
Active
Water - Bridge
Cary
Wake
RDU113
NCDOT
35.724886
- 78.77761
Kildare Farm Rd
Active
Water - Bridge
Raleigh
Wake
RDU106
NCDOT
35.803997
- 78.60805
Raleigh Blvd
Active
Water - Bridge
Raleigh
Wake
RDU109
NCDOT
35.879977
- 78.54771
Perry Creek Rd
Active
Water - Bridge
Raleigh
Wake
RDU122
Raleigh
35.900672
- 78.78295
Arco Corporate Dr
Active
Water - At Grade
Raleigh
Wake
RDU122
Raleigh
35.903505
- 78.77936
Arco Corporate Dr
p
Active
Water - At Grade
Raleigh
Wake
RDU122
Raleigh
35.900063
- 78.78669
Arco Corporate Dr
Active
Water - Bridge
Cary
Wake
RDU119
Cary
35.8131
- 78.86264
Morrisville Pkwy
j r
Active
Water - Bridge
Durham
Durham
RDU127
NCDOT
35.906347
- 78.99557
Hwy54
Active
lWater - At Grade
Durham
Durham
RDU127
NCDOT
35.915780
- 78.97457
Hwy54
Active
Water - Bridge
Durham
Durham
RDU127
NCDOT
35.916769
- 78.97044
Hwy54
Active
Water - At Grade
Durham
Durham
RDU124
NCDOT
35.922469
- 78.95216
W Woodcroft Pkwy
Active
Water - Bridge
Durham
Durham
RDU124
NCDOT
35.910280
- 78.88881
S Alston Ave
/
Active
Water - Bridge
Durham
Durham
RDU128
NCDOT
36.0721
- 78.90864
Hwy 501 & Rippling Stream Rd
Active
Water - Bridge
Durham
Durham
RDU128
NCDOT
36.077502
- 78.91785
Latta Rd & Mckittrick Ln
Active
Water - Bridge
Durham
Durham
RDU128
NCDOT
36.071913
- 78.93480
Guess Rd & Blackstone Dr
Active
Water - At Grade
Morrisville
Wake
RDU119
Morrisville
35.825691
- 78.83677
Downing Glen Dr
Active
Water - At Grade
Ca ry
Wake
RDU119
NCDOT
35.816277
- 78.84732
Davis Dr
Active
Water - At Grade
Cary
Wake
RDU119
NCDOT
35.817827
- 78.84750
Davis Dr
%Ac
tive
Water - Bridge
Durham
Durham
RDU123
Durham
35.951455
- 78.92724
Martin Luther King Jr Pkwy
M
Active
Water - Bridge
Durham
Durham
RDU127
NCDOT
35.942827
- 78.97575
Old Chapel Hill Rd
Active
Water - At Grade
Durham
Durham
RDU125
NCDOT
36.018133
- 78.89784
W Club Rd
/M
Active
Water - At Grade
Durham
Durham
RDU128
NCDOT
36.060772
- 78.92900
Guess Rd
Active
Water - Bridge
Raleigh
Wake
RDU112
A3 -A4
NCDOT
35.768213
- 78.69089
Trailwood Dr
Active
Water - Bridge
Raleigh
Wake
RDU112
A3 -A4
NCDOT
35.769986
- 78.68953
Avent Ferry Rd
Active
Water - Bridge
Raleigh
Wake
RDU111
B1 -B2, OA
NCDOT
35.834280
- 78.65880
Yadkin Dr
/jf
Active
Iwater - Bridge
Raleigh
Iwake

Reference &Fees I Fielding Info
Bridge No.
Body of Water
Permit Required (Y /N)
Crossing Fees
Length of Crossing
Existing Conduit (Y /N)
Existing Conduit # of Conduit;
Existing Utility Poles
910026
Crabtree Creek
910622
Swift Creek
910525
911096
Crabtree Creek
910124
Perry Creek
Crabtree Creek Watershed
310319, 310320
Little Creek
310013
New Hope Creek
310041
New Hope Creek
310330
Third Fork Creek
310094
Northeast Creek
310035
Eno River
310123
310050
Eno River
910665
910065
910064
Crabtree Creek
310579
Third Fork Creek
310215
New Hope Creek
310239
Ellerbee Creek
310485
Tributary to Warren Creek

NC Department of Environment and Natural Resources
Google Fiber North Carolina, LLC
April 29, 2015
Archdale Building
512 Salisbury Street, Raleigh
1) Introductions
a. Google Fiber Representatives (not confirmed to attend at this time)
b. Bechtel Association Professional Corp
c. NC DENR
2) Project
a. VSP provider of fiber internet services
b. 7 jurisdictions and 3 NCDOT Districts
c. Routes — aerial and underground paths
d. Routes — Water Crossings /Design Criteria
3) Jurisdiction of the Project
a. NPDES - confirmation
b. City and Town review and oversight
c. NCDOT review and oversight
4) Erosion and Sedimentation Control
a. Daily Self- Inspection Program
b. Weekly Self- Monitoring Program
5) NPDES Stormwater Discharge General Permit NCG01000
a. Confirm GFI is qualified under the existing general permit (expires July 31,
2016)?
6) Follow Up Actions

PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF INSTALLING INFRASTRUCTURE FOR NEW FIBER OPTIC CABLE.
DRAWING NO.
PROJECT INFORMATION
a APPLICANT:
BECHTEL ASSOCIATES PROFESSIONAL CORPORATION
0
100 PERIMETER PARK, SUITE H
H0119- L0020 -DT -70002
MORRISVILLE, NC 27560
002
H0119- L0020 -DT -70003
PROJECT MANAGER:
BETTY CHANG
u ENGINEERING CONTACT:
PAUL KOSKI
3 PERMITTING CONTACT:
STEVE GRAHAM
JURISDICTION INFORMATION
JURISDICTION: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 5, DISTRICT 1
Fiber Project
DRAWING INDEX
DRAWING NO.
TITLE
REV
H0119- L0020 -DT -70001
COVER SHEET
002
H0119- L0020 -DT -70002
GENERAL NOTES
002
H0119- L0020 -DT -70003
SYMBOLS AND ABBREVIATIONS
002
H0119- L0020 -DT -70004
STANDARD DETAILS
002
H0119- L0020 -DT -70005
STANDARD DETAILS
002
H0119- L0020 -DT -70006
STANDARD DETAILS
002
H0119- L0020 -DT -70007
LCP NCDOT OVERVIEW
002
H0119- L0020 -DT -70008
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70009
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70010
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70011
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70012
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70013
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70014
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70015
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70016
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70017
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70018
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70019
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70020
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70021
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70022
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70023
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70024
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70025
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70026
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70027
NC DOT PERMIT DRAWINGS
002
H0119- L0020 -DT -70028
NC DOT PERMIT DRAWINGS
002
LCP -020
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GENERAL NOTES:
1. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE
WITH THE APPLICABLE CODES OR REQUIREMENTS OF ALL
REGULATING GOVERNMENTAL AGENCIES OR THE
RIGHT -OF -WAY GRANTORS.
2. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING NORTH CAROLINA ONE CALL #811, MINIMUM OF
3 WORKING DAYS AND NO MORE THAN 12 WORKING DAYS
PRIOR TO START OF ANY EXCAVATION OR DRILLING.
SUBCONTRACTOR ALSO RESPONSIBLE FOR IDENTIFYING
AND NOTIFYING ADDITIONAL INFRASTRUCTURE OWNERS
THAT DO NOT PARTICIPATE IN NC ONE CALL UTILITY
LOCATE SERVICE.
3. ANY AND ALL IMPROVEMENTS, INCLUDING ASPHALT,
CONCRETE, CURBS, SIGNS, GUARDRAILS, GUTTERS,
WALKS, DRAINAGE DITCHES, EMBANKMENTS, SHRUBS,
TREE, FENCES, GRASS SOD, ETC., SHALL BE RESTORED TO
ORIGINAL OR BETTER CONDITION.
4. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTION AND MAINTENANCE OF PUBLIC AND PRIVATE
PROPERTIES. THEY SHALL PROTECT, SHORE, BRACE,
SUPPORT AND MAINTAIN ALL UTILITIES, ALL UNDERGROUND
PIPES, CONDUITS, DRAINS, AND OTHER SUBSURFACE
OBSTRUCTIONS UNCOVERED OR OTHERWISE AFFECTED BY
THE CONSTRUCTION WORK PERFORMED BY PERSONS.
5. ALL BORE PITS AND TRENCHES SHALL BE SHORED IN
ACCORDANCE WITH OSHA REGULATIONS.
6. ALL DIMENSIONS SHOWN ON DRAWINGS ARE APPROXIMATE
AND SHALL BE VERIFIED BY SUBCONTRACTOR PRIOR TO
STARTING WORK.
7. ALL BENDS IN CONDUITS AND DUCTS SHALL MAINTAIN A
MINIMUM TEN (10) TIMES THE OUTSIDE DIAMETER OF
CONDUIT FOR BENDING RADIUS UNLESS
SPECIFIED OTHERWISE.
8. ALL VACANT CONDUITS SHALL BE CAPPED OR PLUGGED.
9. MARKER BALLS SHALL BE BURIED WITH THE FIBER IN ALL
VAULTS (EXCLUDING DROP VAULTS) AND ALL TRENCH OR
BORE PITS WHERE A MAJOR DIRECTIONAL CHANGE HAS
OCCURRED AND NO VAULT IS PRESENT.
10. UNDERGROUND CONDUIT SHALL BE INSTALLED WITH A
MINIMUM COVER BY MEANS OF NCDOT REQUIREMENTS
UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION
DRAWINGS. NCDOT REQUIREMENTS AND /OR NESC
STANDARDS, WHICHEVER IS GREATER, WILL ALSO BE USED
FOR VERTICAL AND LATERAL CLEARANCE AND SHALL BE
MAINTAINED FROM ALL OTHER UTILITIES.
11. THE SUBCONTRACTOR SHALL REPORT ANY SUSPECTED
HAZARDOUS MATERIAL ENCOUNTERED DURING
CONSTRUCTION TO BECHTEL IMMEDIATELY.
12. SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY BECHTEL
UPON ANY DISCOVERY OF NATIVE AMERICAN ARTIFACTS IN
THE CONSTRUCTION ZONE.
13. UNLESS SPECIFIED OTHERWISE, MATERIAL ALL AROUND
PIPE AND HDPE DUCT SHOULD BE CLEAN BACKFILL
MEETING THE FOLLOWING REQUIREMENTS (INCLUDING THE
3" BEDDING AND 6" OF THE BACKFILL MATERIAL ABOVE THE
PIPE OR DUCTS): CLEAN BACKFILL SHALL BE WELL GRADED
GRANULAR MATERIAL, FREE OF ORGANIC AND
DELETERIOUS MATERIAL, HAVING NO PARTICLE LARGER
THAN 3/4" IN SIZE AND NO MORE THAN 5% BY WEIGHT
PASSING THE #200 SIEVE. BACKFILL MATERIAL MORE THAN
6" ABOVE THE TOP OF PIPE SHOULD MEET THE FOLLOWING
REQUIREMENTS (UNLESS "CLEAN BACKFILL" IS NEEDED
FOR ACCESS TO THE CABLE FOR MAINTENANCE NEEDS):
IMPORTED BACKFILL MATERIAL IF REQUIRED SHALL BE
FREE OF ORGANIC AND DELETERIOUS MATERIAL, HAVING
NO PARTICLE LARGER THAN 3" IN SIZE AND NO MORE THAN
20% BY WEIGHT PASSING THE #200 SIEVE. ALL BACKFILL
MATERIAL SHALL BE COMPACTED IN 6" LIFTS TO 95% OF
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.
14. ALL CONDUIT MUST BE PROVEN AFTER BACK FILLING, BUT
BEFORE CABLE BLOWING /PULLING OR REPAVING BY
APPROVED MANDRELLING METHODS.
15. ALL WORK TO BE CONDUCTED PER MANUAL UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) OR SEPARATELY
APPROVED TRAFFIC CONTROL PLANS.
16. ANY PARALLEL INSTALLATION UTILIZING THE DIRECTIONAL
BORING METHOD SHALL BE MADE AT A MINIMUM DEPTH OF
THREE (3) FEET (COVER) BELOW THE GROUND SURFACE
AND OUTSIDE THE THEORETICAL 1:1 SLOPE FROM THE
EXISTING EDGE OF PAVEMENT EXCEPT WHERE THE
PARALLEL INSTALLATION CROSSES A PAVED ROADWAY.
17. SHORING IS TO BE PROVIDED WHENEVER AN EXCAVATION
(BORE PIT, VAULT, ETC.) ENCROACHES UPON THE 1:1
DISTANCE FROM THE EDGE OF THE ROADWAY.
NC DOT ROADWAYS AFFECTED BY CONDUIT INSTALLATION
ROAD NAME
SR NUMBER
1. CARPENTER UPCHURCH RD
SR1617
2. CARPENTER FIRE STATION RD
SR1624
3. GOOD HOPE CHURCH RD
SR1633
4. GOOD HOPE CHURCH RD
SR1634
5. SAUNDERS GROVE LN
SR1633
6. LOUIS STEPHENS DR
SR1632
7. LOUIS STEPHENS DR
SR1635
8. LOUIS STEPHENS DR
SR3122
9. MCCRIMMON PKWY
SR1635
10. MORRISVILLE CARPENTER RD
SR3014
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:XISTING UTILITY & FACILITY SYMBOLS LINETYPES ABBREVIATIONS DESCRIPTION
SYMBOL DESCRIPTION LINETYPE DESCRIPTION PROPOSED UNDERGROUND CONSTRUCTION SYMBOLS ASW ASPHALT SIDEWALK
B &G BOND & GROUND
NORTH BOC BOC BACK OF CURB DBE _DB— DIRECT BORE BIP BLACK IRON PIPE
COUNTY BOUNDARY PL PL PLOW BOM BILL OF MATERIALS
— — — —
�$ STREET LIGHT /LIGHT POLE
CITY BOUNDARY — MT MT MICROTRENCH BSP BLACK STEEL PIPE
STREET SIGN/LIMIT SIGN
D/L D/L DITCH LINE (EDGE)
TR TR TRENCH C CABLE TELEVISION (CAN)
FIRE HYDRANT EOP EOP EDGE OF PAVEMENT BORE PITS ® CB CATCH BASIN
© GAS MANHOLE CDW COMMERCIAL DRIVEWAY
_X _X FENCE LINE LCP CABINET
® WATER MANHOLE O
c GUARD RAIL CSW CONCRETE SIDEWALK
DT4 GAS VALVE El DROP VAULT
r — —HUT — — HUT— — HUT BOUNDARY D/L DITCH LINE
DT4 WATER VALVE FS-1 SMALL VAULT DV DROP VAULT
® — — LCP — — LCP — — LCP BOUNDARY
POWER MANHOLE
NAPS — NAPS — NAP BOUNDARY L LARGE VAULT DW RESIDENTIAL DRIVEWAY
(3 ) SEWER MANHOLE E ELECTRIC POWER
PL PL PROPERTY LINE (PARCEL)
® POWER TRANSFORMER EXTRA -LARGE VAULT
RAILROAD EOP EDGE OF PAVEMENT
® CATCH BASIN /STORM DRAIN
RETAINING WALL F/O FIBER OPTIC
!� TELEPHONE MANHOLE
—ROW ROW RIGHT -OF -WAY FTTH FIBER TO THE HOME
ler ELECTRIC METER SOUND BARRIER WALL PROPOSED AERIAL CONSTRUCTION SYMBOLS G NATURAL GAS
>--C CULVERT GRS GALVANIZED RIGID STEEL
C/L STREET CENTER LINE A A AERIAL STRAND &CABLE
40 RAILROAD SIGNAL GSP GALVANIZED STEEL PIPE
S SANITARY SEWER (:R) RISER/AERIAL TRANSITION ON EXISTING WOOD OR METAL POLE
C£J TRAFFIC SIGNAL
ANCHOR & GUY SD STORM DRAIN DOWN GUY, EXPANDABLE TYPE ANCHOR HH H
® TRAFFIC LOOP CONTROL BOX TF TOWN FIBER s__ DOWN GUY, SCREW TYPE ANCHOR HDPE HIGH GH D DENSITY POLYETHYLENE
E
EN
MH MANHOLE
EXISTING PEDESTAUALL PEDESTALS W WATER x DOWN GUY, AUXILIARY ANCHOR
®
MM MILE MARKER
� SURVEY MONUMENT
F— PUSH BRACE MP MILE POST
® TRAFFIC DIRECTION ARROW GROUND
MT MICROTRENCH
TEST HOLE ^ WI -FI POINT MUTCD MANUAL UNIFORM TRAFFIC CONTROL DEVICES
BRIDGE NCDOT NORTH CAROLINA DEPARTMENT OF
Av�^'�L� TRANSPORTATION
illa— TREE
17" P# POLE +TAG NUMBER
0+00 PLA POLE LOADING ANALYSIS
UTILITY CABLE /CONDUIT MARKER
PVC POLYVINYL CHLORIDE
HH HANDHOLE/VAULT(COMMUNICATIONS) PVT PRIVATE STREET
O FLAG POLE R RISER
RAILROAD CROSSING SIGNAL
ROW RIGHT -OF -WAY
SR# STATE ROUTE NUMBER
SIDEWALK S SANITARY SEWER
X EXISTING UTILITY POLE STA STATION
POWER ONLY ATTACHED T TELEPHONE
® EXISTING UTILITY POLE TCP TRAFFIC CONTROL PATTERN
POWER & COMMUNICATIONS ATTACHED
WM WATER METER TOWN TOWN OF CARY
V VAULT
WATER BODY W WATER
O HOUSEHOLD UNIT SERVED
® EXISTING POLE (POWER COMPANY OWNED)
® EXISTING POLE (FOREIGN OWNED)
• EXISTING POLE (OTHER OWNED)
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(E) GROUND (TYP)
—
I I I I G
II 1 II
VARIES
= MAX = 46°
DCISTI NG GRA
III =III =III III III III III =III
--- _M_
VARIES
— — — — —
I I I I I I I I I I I
E
-
-
_____ VARIES,
SEE
STRAND DOUBLE LASHING
11 1 11
BORE
VARIES
PROFILE
MIN = 36"
BACKFILL
LASHING WIRE
ELEVATION
_
VARIES
K a F�ECn oNAL BOr;E
'
MAX = 76"
^+^
24' MIN. - FREEWAYS, OVER - HEIGHT,
& OVER - WEIGHT ROUTES
— I I CONDUIT /FIBER
18' MIN. - CROSSING
_ _
ll
TYPICAL DIRECTIONAL BORE DETAIL
3 —
1s'MIN.- PARALLEL Qj
S/w S/W
D
I I
I I I
VARIES
CONDUIT INSTALLATION AND
1_ 1_
-
_�II
MAX
=36"
1
DETAIL 2
ROAD (E) ROAD SURFACE
RESTORATION - TRENCH -
SOFT SURFACE
111
NTS -
AERIAL FIBER INSTALLATION
=
II 1 II III II 1 II III II II III II II
DETAIL 3
-III
PLAN
NTS -
NOTES:
1. SAG: 1% OF CABLE SPAN, FOLLOW NESC GUIDELINES AND ENGINEERING PRACTICES.
NOTE:
2. ALL FIBER TO BE DOUBLE LASHED.
ACTUAL BORE PIT SIZE TO BE DETERMINED BY CONTRACTOR
2.1. WHEN MULTIPLE FIBERS ARE INSTALLED, THE FIRST FIBER WILL BE SINGLE
TYPICAL BORE PIT DETAIL
LASHED AND EACH ADDITIONAL FIBER WILL BE A SINGLE OVERLASH.
3. THE FOC WILL VARY IN COUNT.
DETAIL 1
NTS
c
VARIES
DISTURBED
DIRT BY PLOW
VARIES
VARIES
EXISTING GRADE
---- - - - - -- - - -- -
_
(E) ROAD SURFACE
(L ROAD
=
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VARIES
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VARIES : `F<.
MIN = 36"
BACKFILL
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VARIES 1 1
N 3 "
` 1 11
36" MIN.
S/W S/W
DB DB DB
_ - - - = 10
W W W„ 'MIN.'
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=
—
=
p
SMALL VAULT E DB DB SMALL VAULT
CONDUIT /FIBER
=
CONDUIT /FIBER
—
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3°
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BORE PROFILE
3„
15' MIN. FOR CONTROLLED ACCESS ROADS
CONDUIT INSTALLATION AND RESTORATION -
CONDUIT INSTALLATION AND
CONDUIT INSTALLATION
AND
NOTES:
TRENCH - ASPHALT
RESTORATION - TRENCH - CONCRETE
RESTORATION - DROP) PLOW (NON -
DETAIL 5
NTS _
DETAIL 4
NTS —
DETAIL 6
NTS —
1. DIRECTIONAL BORE CONTAINS BETWEEN 1 -5 CONDUITS.
2. CONDUITS ARE 1" TO 2" HIGH DENSITY POLY - ETHYLENE (HDPE).
3. CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC) AND THE
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT.
4. THE FOC WILL VARY IN COUNT AND WILL BE ACCOMPANIED BY A 18GA TRACER.
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2. VAULT DIM ENSIONSMAYVARYFROM THOSESHOWN.
2. VAULT DIM ENSIONSMAYVARYFROM THOSESHOWN.
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ALL VAULTS USED VM LL BE NCDOT APPROVED.
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7'- 10"
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30"
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3' -1"
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36"
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9'- 8"
42"
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10'- 5"
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1. U -GUARD INSTALLED 6" BELOW GROUND LEVEL AND FOLLOWS UP TO 4" BELOW BEND RADIUS OF
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4. POLE OWNER APPROVAL PRIOR TO ATTACHMENT.
PAVEMENT REPAIRS
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DETAIL 7 NTS
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0 GOOD HOPE
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0 GOOD HOPE
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2. THE CONDUITS ARE 1 " -2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 1 2 1 3
6770 GOOD
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03/12/2015
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SA
000
02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
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H0119- L0020 -DT -70013
002
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
FREDERICK, MD. 21703
PHONE: (515} 2749611 PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 2 3
760, BORE
6717
GOOD HOPE
CHURCH RD
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC. 002 03/31/2015 ADDITIONAL NOTE /XLVAULT DETAIL DAP JRQ
MARY, NC Fiber Project 001 03/12/2015 ADDITIONAL NOTES DAP SA
NCDOT - WAKE COUNTY 000 02/10/2015 ISSUED FOR USE JRQ SA
NO. DATE REVISIONS BY CHK
SCALE: 1 " =50' DESIGNED BY: JRQ I DRAWN BY: JRQ
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2. THE CONDUITS ARE 1 " -2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 1 2 1 3
6636 GOOD
HOPE
CHURCH RD
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
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03/31/2015
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03/12/2015
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SA
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02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
BY
CHK
SCALE: 1 " =50' DESIGNED BY JRQ DRAWN BY:
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1. DIRECTIONAL BORE CONTAINS BETWEEN 1 -5 CONDUITS.
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 2 3
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
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PROJECTNUMBER DRAWINGNUMBER REV
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03/31/2015
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03/12/2015
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DAP
SA
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02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
BY
CHK
SCALE: 1 " =50' DESIGNED BY JRQ DRAWN BY:
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PROJECTNUMBER DRAWINGNUMBER REV
Jbn !bggspvgoh!d jt! 25927 -210 H0119- L0020 -DT -70016 002
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2. THE CONDUITS ARE 1 " -2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES DIV. 5, DIST. 1
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE CARY, NC
FREDERICK, MD. 21703 NCDOT - WAKE COUNTY
PHONE: (515} 2749611 PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 1 2 1 3
BORE PIT TO BE
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DAP
JRQ
JW
NC DOT Permit Drawings
001
03/12/2015
ADDITIONAL NOTES
DAP
SA
JW
000
02/10/2015
ISSUED FOR USE
JRQ
SA
JW
NO.
DATE
REVISIONS
BY
CHK
APP'D
PROJECTNUMBER
DRAWINGNUMBER
REV
SCALE: 1 " =50' DESIGNED BY: JRQ DRAWN BY: JRQ
25927 -210
H0119- L0020 -DT -70017
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DB �
1600 MORRISVILLE I 1601
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CARPENTER RD
NOTE:
1. DIRECTIONAL BORE CONTAINS BETWEEN 1 -5 CONDUITS.
2. THE CONDUITS ARE 1" - 2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE ASPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES BECHTEL ASSOCIATES DIV. 5, DIST. 1
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE CARY, NC
FREDERICK, MD. 21703 NCDOT - WAKE COUNTY
PHONE: (515} 2749611 PHONE: [phone]
'
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03/12/2015
ADDITIONAL NOTES
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SA
000
02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
BY
CHK
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES – BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
0 j FREDERICK, MD. 21703
PHONE: [phone] PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
U
1 1 2 1 3
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DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
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202 LORD
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211 FRANCES
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002
03/31/2015
ADDITIONAL NOTE /XLVAULT DETAIL
DAP
JRQ
001
03/12/2015
ADDITIONAL NOTES
DAP
SA
000
02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
BY
CHK
SCALE: 1 " =50' DESIGNED BY: JRQ I DRAWN BY:
JRQ
4
5
6
204 LORD
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PROJECTNUMBER
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2. THE CONDUITS ARE 1 " -2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
0 j FREDERICK, MD. 21703
PHONE: [phone] PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
U
1 1 2 1 3
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
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03/31/2015
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DATE
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APP'D
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
0 j FREDERICK, MD. 21703
PHONE: [phone] PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
U
1 1 2 1 3
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
Fiber Project
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03/31/2015
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02/10/2015
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25927 -210
H0119- L0020 -DT -70020
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1 7
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5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES – BECHTEL ASSOCIATES
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PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 2 3
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
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BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES – BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
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1 2 3
DIV. 5, DIST. 1
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SEE SHEET 70002 FOR DESC
CARY, NC
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03/31/2015
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1. DIRECTIONAL BORE CONTAINS BETWEEN 1 -5 CONDUITS.
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES DIV. 5, DIST. 1
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE CARY, NC
FREDERICK, MD. 21703 NCDOT - WAKE COUNTY
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1 1 2 1 3
Fiber Project
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03/12/2015
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3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
s
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1 2 3
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02/10/2015
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4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 1 2 1 3
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BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
PHONE: [phone] FREDERICK, MD. 21703 PHONE:[phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
1 1 2 1 3
DIV. 5, DIST. 1
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CARY, NC
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4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
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BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE CARY, NC
PHONE: (515} 2749611 FREDERICK, MD. 21703 NCDOT -WAKE COUNTY
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INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
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BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
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03/12/2015
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02/10/2015
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BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES — BECHTEL ASSOCIATES DIV. 5, DIST. 1
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION NCDOT STATE ROADWAYS
6000 GRAND AVENUE SEE SHEET 70002 FOR DESC.
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE CARY, NC
0 j FREDERICK, MD. 21703 NCDOT -WAKE COUNTY
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02/10/2015
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LLGATE RD
NOTE:
1. DIRECTIONAL BORE CONTAINS BETWEEN 1 -5 CONDUITS.
2. THE CONDUITS ARE 1 " -2" HIGH DENSITY POLY - ETHYLENE (HDPE)
3. EACH CONDUIT WILL CONTAIN AT LEAST ONE FIBER OPTIC CABLE (FOC)
BACKBONE WILL ALSO HAVE A SPARE EMPTY CONDUIT
4. THE FOC WILL VARY IN SIZE AND BE ACCOMPANIED BY 18GATRACER
5. DIRECTIONAL BORING IS NOT PERMITTED TO RUN PARALLEL BENEATH SIDEWALKS.
INSTALLATIONS TO BE PLACED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
NEWCOM TECHNOLOGIES - BECHTEL ASSOCIATES
BROADBAND SERVICES, LLP PROFESSIONAL CORPORATION
6000 GRAND AVENUE
DES MOINES, IOWA 50312 5275 WESTVIEW DRIVE
0 j FREDERICK, MD. 21703
PHONE: [phone] PHONE: [phone]
NC LICENSE No. F -1322 NC LICENSE No. C -0757
U
1 1 2 1 3
—DB
BORE PIT TO BE Tm
REPLACED BY VAULT
DB 56' BORE 54' BORE o 49' BORE DB
JUL 7
LONG
MILLGATE I211
z
-DDB
4
m
4
283'.BORE -. e
DB
Directional
Bored Duct 5'
153' BORE
DB
405
MANCHESTER
PARK LN
1310 LONG 306 LONG � Directional
MILLGATE RD MILLGATE RD O Bored Duct 2'
312 LONG 1308 LONG I co To Back of Curb
ILLGATE `RD MILLGATE RD MILLGATE RD o
DIV. 5, DIST. 1
NCDOT STATE ROADWAYS
SEE SHEET 70002 FOR DESC
CARY, NC
NCDOT - WAKE COUNTY
Fiber Project
4 1 5
407
MANCHESTER
PARK LN
002
03/31/2015 1
ADDITIONAL NOTE/XL VAULT DETAIL
DAP
JRQ
001
03/12/2015
ADDITIONAL NOTES
DAP
SA
000
02/10/2015
ISSUED FOR USE
JRQ
SA
NO.
DATE
REVISIONS
BY
CHK
SCALE:
1 " =50'
DESIGNED BY JRQ
I DRAWN BY:
JRQ
0
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m
m
C7
� C
o
N
To Back of Curb •
w
m
L0
BORE PIT TO BE
a
REPLACED BY VAULT
0MANCHESTER
PARK LN
1a
x
u
Q
Z
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Fiber Project
NC DOT Permit Drawings
PROJECT NUMBER DRAWING NU MBER REV
,lbn! pcivnf ou o jt!
epcNn f 25927 -210 H0119- L0020 -DT -70028 002
1 11 X 17 "ANSI B" SIZE
7 8
E
u
C
B
A