ST1501A- PT181128 (3)28 November 2018
Contact City inspector (469-507-9095) and Freeport contractor prior to commencing work.
--
COPPEEE JO � T E U EOR ZAYO,
CEI TU RY E �l � 8c
FREEPORT PKWY ROAD
RECONSTRUCTION
i
COPPEEE JO � T E U EOR ZAYO,
CEI TU RY E �l � 8c
FREEPORT PKWY ROAD
RECONSTRUCTION
D AEEAS COU �l TY
COPPEEE, TX
MAY 21, 2018
REV SED AUGUST
06, 2018
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ZAY299_FREEPORT_360_NETWORK_M_TYP_003.DWG
CONTACT SHEET - DRAWING INDEX
ZAYO CONTACTS DRAWING INDEX
SENIOR PROJECT MANAGER: DESCRIPTION SHEET NAME FILE NAME
TOMMY CAPPS OFFICE: (817) 665-8401
13647 OMEGA RD. FAX: (214) 252-7949
FARMERS BRANCH, TX 75244 CELL: (214) 869-7024 COVER SHEET CS01 ZAY299_FREEPORT_360_NETWORK_C_TYP_001.DWG
E—MAIL: Thomas.Capps®Zoyo.com INDEX SHEET IS01 ZAY299_FREEPORT_360_NETWORK_I_TYP_002.DWG
MAP SHEET MS01 ZAY299_FREEPORT_360_NETWORK_M_lYP_003.DWG
SENIOR PROJECT ENGINEER
CONTACT/DRAWING INDEX (THIS SHEET) CT01 ZAY299_FREEPORT_360_NETWORK_C_TYP_004.DWG
ROCKY CROCKETT OFFICE: (817) 665-8415
CELL: (469) 417-8444 GENERAL NOTES GN01 ZAY299_FREEPORT_360_NETWORK_G_TYP_005.DWG
E—MAIL: Rocky.Crockett@zayo.com DETAIL SHEETS(LEGEND & SYMBOLS) DT01—DT04 ZAY299_FREEPORT_360_NETWORK_L_TYP_006.DWG
DETAIL SHEETS(TYPICAL TRENCH DETAILS) DT01—DT04 ZAY299_FREEPORT_360_NETWORK_B_TYP_007.DWG
DETAIL SHEETS(TYPICAL CONST. DETAILS) DT01—DT04 ZAY299_FREEPORT_360_NETWORK_V_TYP_008.DWG
BUILDING CONTACTS DETAIL SHEETS(TYPICAL HH/MH DETAILS) DT01—DT04 ZAY299_FREEPORT_360_NETWORK_V_TYP_009.DWG
BUILDING CONTACT(S): DETAIL SHEETS(TYPICAL AERIAL CONST, DETAILS) DT01—DT04
XXXXX (XXX) XXX—XXXX TRAFFIC CONTROL PLAN TC01
MATERIAL RAKE—OFF SHEET MR01 ZAY299_FREEPORT_360_NETWORK_M_TYP_010.DWG
BUILDING ENGINEER(S): OSP/ISP DESIGN SHEETS P01 ZAY299_FREEPORT_360_NETWORK_P_001-021.DWG
xxxxx (XXX) xxx-xxxx
ENGINEER CONTACTS PERMITTING AGENCIES
ENGINEERING FIRM:
GXT, LTD CITY OF COPPELL
1130 E. ARAPAHO RD., SUITE 625 OFFICE: (469) 385-5163 ENGINEERING DEPARTMENT OFFICE: (972) 304-3679
RICHARDSON, TX 75081 FAX: (469) 385-5164 TOWN CENTER WEBSITE: coppell.gov/utility—operations—division
PRESIDENT/CEO: E—MAIL: mlenker@gxtltd.com 255 PARKWAY BLVD.
MICHELLE LENKER COPPELL, TX 75019
ENGINEERING CONTACT:
DIRECTOR OF ENGINEERING: KEN BAILEY CELL: (214) 551-5954
E—MAIL: kbailey@gxtltd.com
OSP FIELD ENGINEER: JAMES ROBERTS CELL: (951) 757-7255
E—MAIL: jroberts®gxtltd.com
CONSTRUCTION CONTACTS
CONSTRUCTION FIRM:
TO BE DETERMINED (XXX) XXX—XXXX
CONSTRUCTION CONTACT:
TO BE DETERMINED (XXX) XXX—XXXX
SPLICING FIRM:
TO BE DETERMINED (XXX) XXX—XXXX
X CONTACT 48 HOURS PRIOR TO CONSTRUCTION )K
EN NEMW CONTR/,CTM.
PROJECT: PROJECT CODE:
REV DESCRIPTION BY APVD DATE
- - - - - FREEPORT PARKWAY znvzee
zay
® COPPELL, TX
nnE: CONTACT AND INDEX SHEET
IIN hn Any.w W.gsWRElR
wORwmN Off TIMS DOCIIYEM DRAWN GXT
TAMRb,Inb.suwrt F420— — — — —_ BE USED RCOPIED, EPNOgILED DR APPV _ 7A1299JH9T-360JIEiM11N LC-lYP-004,0WG REV-
DRCEOSEO N WNDLE OR RI PMT —
1wDI01R w Ismins 004 OF 010 .VPMAD ORNDNAE ISSUE OS 21 18
GENERAL NO ILS
APPLICABLE CODES CABLE VAULT INSTALLATION NOTES. PROJECT INFORMATION
AMERICAN ASSOCIATION OR STATE HIGHWAY AND TRANSPORTATION OFFICIALS - LATEST 1, FOR LOCATION AND ORIENTATION OF CABLE VAULTS, SEE -
EDITION NETWORK ROUTE PLAN,
OCCUPATIONAL SAFETY AND HEALTH STANDARDS - LATEST EDITION 2. ALL OPENINGS, PENETRATIONS AND JOINTS IN CABLE VAULTS
SEALED WITH A NON-SHRINK GROUT TO FORM A WATERTIGHT
MANUAL ON UNIFORM TRAFFIC CONTROL DEICES CABLE VAULT,
3, CABLE VAULTS INSTALLED ON A BASE CONSISTING OF CLEAN
GRAVEL OR CRUSHED STONE. THE MINIMUM THICKNESS OF THE
BASE SHALL BE TWELVE INCHES (121.
4. FINISHED SURFACE REPAIRED TO A CONDITION EQUAL TO OR
GREATER THAN ORIGINAL CONDITIONS,
5, BOTTOM OF EXCAVATION COMPACTED AND LEVELED PRIOR TO
CABLE VAULT INSTALLATION.
6. PLACE THE VAULT SO THAT THE COVER IS AT THE DESIRED GRADE
ELEVATION.
CITY GENERAL NOTES: GENERAL COMMENTS
ENGINEERING CWtW
REV DESCRIPTION BY APVD DATE
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ZAYO GENERAL NOTES:
1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES, AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER
THE CONTRACT.
2. THE CONTRACTOR SHALL VISR THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB
SITE CONDITIONS.
3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING A
BID. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS, SHALL BE REPORTED TO PROJECT MANAGER
BEFORE PROCEEDING WITH THE WORK.
4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE BY CONTRACTOR TO NEW AND EXISTING CONSTRUCTION, STRUCTURE,
LANDSCAPING, OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION
OF THE ROW OWNER AND PROJECT MANAGER AT THE EXPENSE OF THE CONTRACTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY,
IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN
ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.
6. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND
SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION UP TO
COMPLETION OF WORK,
7, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ADJACENT
TO OR CROSSING THE NETWORK ROUTE, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM
FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF
UTILITIES OR OTHER PROPERTY DAMAGED BY CONTRACTOR IN CONJUNCTION WITH THE EXECUTION OF
WORK.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY
OF THE SITE WHILE THE
JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES AS REQUIRED BY
THE CITY OR GOVERNING AGENCY.
10. THE CONTRACTOR SHALL NOTIFY PROJECT MANAGER IF DETAILS ARE CONSIDERED UNSUITABLE,
UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED,
IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO
SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUR JOB
CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK.
11. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION
STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, TECH GROUP
SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
12. ALL GRADES SHOWN AS PROPOSED FINISHED GRADES INCLUDE SURFACE TREATMENTS SUCH AS
TOPSOIL OR PAVEMENT. MAKE ALLOWANCES DURING EARTHWORK OPERATIONS FOR THESE SURFACE
TREATMENTS.
13. ALL WORK SHOWN ON THE OSP DRAWINGS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
REQUIREMENTS OF SPECIFICATION 02000 -FOC OSP -CONDUIT SYSTEMS.
INFOPVAIWl1 ON THUG OOCVVEM
IS PROPPETAR/ NID SIVLL NOT
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FREEPORT PARKWAY
COPPELL, TX
GENERAL NOTES
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/BUILDING OR OR
w
MAIGH SCALE: 12 OF
SCALE FACT R
EQUATION
WATER VAULT
POINT OF INTERSECTION
STA 0+00 BK STA 0+00 BK
STA 0+00 AH STA 0+00 AH
STATION
TIC
MARK—OTHERS
(0—TIC—UP)
0+00
STATION
TIC
MARK—OTHERS
(0—TIC—DN)
0+00
STATION
TIC
MARK
(TIC—UP)
0+00
STATION
TIC
MARK
(TIC—DN)
0+00
wcununes
CAUTION NOTE caunoN 111
IN AREA
100'
PROP, AERIAL SPLICE POINT
EXIST. AERIAL SPLICE POINT--_�_—=
100'
PROP, AERIAL CABLE SLACK LOOP
100'
EXIST. AERIAL CABLE SLACK LOOP
RISER
A AERIAL
P
ROP- UTIL- POLE -WITH- RISER
U/G
WITH
PROP. (0001) RISER
RISER
-UTIL-POLE-WITH- RISER
� A AERIAL
U/G
000 FT.
OVERHEAD GUY OHG
AERIAL SPAN FOOTAGES � 00'
EXIST,
ANCHOR AND GUY \-J
EXIST. S/VI ANCHOR AND GUY /.
PROP. ANCHOR AND GUY
PROP,
S/W ANCHOR AND GUY V�
REMOVE SYMBOL (REM) X
SIGN
CITY LIMIT SIGN �'
FIRE HYDRANT
WATER SPRINKLER
WATER METER O
IRRIGATION CONTROL VALVE ZL
WATER VALVE
GAS METER
GAS VALVE ria
EXIST. HH O
PROP. 36"X60"X48" HH 0
(REGULAR HANDHOLE)
EXIST. MH 0
PROP. 4'X4'X4' MH Q
UNKNOWN MH
E -MH ❑®
SS -MH ❑®
MH
MH STM -MH
W -MH D
TEL -CABINET
PROP -TEL -MH
MH
PED TEL -PED
TEL -HH m
CAN -MH
FOC
PED
INLET
® f
STM -INLET � BOC
-INLET
BOC BOC
STM
STM -DRAIN FOC ® FOC
STDR 2 (STM DRAIN GRATE
CONCRETE AROUND IT).
SAN. SEWER CLEANOUT $`
STREET LIGHT X
TRAFFIC SIGNAL LIGHT POLE
P. UTILITY POLE 0
EXIST/PROP UTIL POLE W/ PROP RISER 0
X-UTIL-POLE 0
X -UT IL -POLE -WITH -RISER 0
ELECTRIC TRANSFORMER O
TRAFFIC SIGNAL PULLBOX
ELECTRIC METER O
ELECTRIC CABINET E
HH
VAULT B
UNK. VAULT O
ROW-MKR Ak
PARKING METER ER
PULLBOX Eal
MAIL BOX
R/R SIGNAL BOX
R/R X-ING
R/R POINT OF SWITCH t
CELL TOWER
BOLLARD 0
DDIMv rAlI RAI /
PROP. CULVERT
ROAD CURB
ROAD EOP
EXIST. CULVERT
EXIST. CULVERT
BLOCK: P-EOP-DWN — �\�
PROP
-ROAD EOP
---- il`----------'ti--------- \\\ .---------.� -----
BLOCK: P—EOP—UP — Q\
_ PROP S W
EXIST. P. " .a S
C/L RAILROAD TRACK
TOE OF SLOPE
TOP
DITCH LINE
12" STM
STM STM -
- — 12" RCP/STM
y17J
24 RCP STM
UNIX UNK. NKNDUIT NK
STEAM
CONCRETE1 1' CAPPED HDPE
STEEL CASING
1' CONDUIT
PVC 1' SPLIT PVC CONDUIT
DIR. BORE
TRENCH AND PLACE HDPE
H H
EXIST, CONDUIT
A
AERIAL CABLE A
UTILITY EASEMENT
RIGHT-OF-WAY
R/W — —R/W
PR9PERTY LINE — — — P/L
BOUNDARY LINE CITY/STATE/COUNTY/SECTION
CITY/STATE/COUNTY/SECTION
CENTER LINE
FENCE LINE
R/W AND FENCE LINE GUARD RAIL
n n n n n n n n n n n n n n
GUARD RAIL
DIR. BORE (FOR TIE-IN OR CONTINUATION OF THE ROUTE)
DB
TRENCH OR PLACE FOR TIE-IN OR CONTINUATION OF THE ROUTE)
AAERIAL CABLE (FOR TIE-INOR CONTINUATION OF THE ROUTE)
ZAYO ZAYO ZAYO
Vc W
I"♦ 24" PIPELINE
T
T
T
FIB
FIB
FIB
PROP -ROAD CURB
OWE
OWE —
OWE
CCLC
CCLC
CCLC
MCI
MCI
MCI — ----
BLOCK: P-EOP-DWN — �\�
PROP
-ROAD EOP
---- il`----------'ti--------- \\\ .---------.� -----
BLOCK: P—EOP—UP — Q\
_ PROP S W
EXIST. P. " .a S
C/L RAILROAD TRACK
TOE OF SLOPE
TOP
DITCH LINE
12" STM
STM STM -
- — 12" RCP/STM
y17J
24 RCP STM
UNIX UNK. NKNDUIT NK
STEAM
CONCRETE1 1' CAPPED HDPE
STEEL CASING
1' CONDUIT
PVC 1' SPLIT PVC CONDUIT
DIR. BORE
TRENCH AND PLACE HDPE
H H
EXIST, CONDUIT
A
AERIAL CABLE A
UTILITY EASEMENT
RIGHT-OF-WAY
R/W — —R/W
PR9PERTY LINE — — — P/L
BOUNDARY LINE CITY/STATE/COUNTY/SECTION
CITY/STATE/COUNTY/SECTION
CENTER LINE
FENCE LINE
R/W AND FENCE LINE GUARD RAIL
n n n n n n n n n n n n n n
GUARD RAIL
DIR. BORE (FOR TIE-IN OR CONTINUATION OF THE ROUTE)
DB
TRENCH OR PLACE FOR TIE-IN OR CONTINUATION OF THE ROUTE)
AAERIAL CABLE (FOR TIE-INOR CONTINUATION OF THE ROUTE)
ZAYO ZAYO ZAYO
Vc W
I"♦ 24" PIPELINE
T
T
T
FIB
FIB
FIB
OWE
OWE —
OWE
CCLC
CCLC
CCLC
MCI
MCI
MCI — ----
VERIZON
VERIZON
VERIZON
L3
L3
L3
sec
sec
sec --
ATT
ATT
ATT
SPRINT
SPRINT
SPRINT
L Vc
000 � 000 � PIPELINE PIPELINE PIPELINE
`y G a"G G
1 W 8'W W W
MILE MKR 1 MILE MKR
IN FIELD 1 NOT IN FIELD S 8 S S S
1
1 a"SS
1 SS Ss SS
1 a"ww
WARNING TAPE
18" BE'^'ll
FINISHED
TEM
NOTE: BACKFILL WITH NATIVE ROCK FREE
MATERIAL OR AS DIRECTED BY CITY
COMPACT TO DENSITY REQUIRED BY CITY
TYPICAL TRENCH IN EARTH
N.T.S.
REMOVE Q REPLACE
CURB TO NEAREST JOINT
BEYOND TRENCH
MARKER TAPE
DUCT SYSTEM
CONCRETE SIDEWALK
(SIDEWALK STRUCTURE
PER AGENCY REQUIREMENTS.
FOR RESTORATION - 4" MIN.
CONCRETE DEPTH)
BACKFILL:
AS PER AGENCY
MIN COVER
CONCRETE SIDEWALK RESTORATION
N.T.S.
TYPICAL TRENCH DETAILS
1 3/4" MINUS CRUSHED MATERIAL
8" OASE COURSE MINIMUMOR AGENCY REQUIREMENT2" MINIMUM OR AGENCY
���MNREQUIREMENT IF GREATER 6.N .IF GREATER
MARKER TAPE
SYSTEM
NOTE: BACKFILL WITH NATIVE ROCK
FREE MATERIAL OR AS DIRECTED BY
CITY
COMPACT TO 959.
TYPICAL TRENCH IN GRAVEL
N.T.S.
6" BOTH SIDES
MARKER TAPE
DUCT SYSTEM
SAWCUT EDGES
aar
REPLACE HARD SURFACE -
4" MIN THICKNESS OR AS
PER AGENCY REQUIREMENTS
BACKFILL:
AS PER AGENCY
ASPHALT PAVEMENT RESTORATION
N.T.S.
6" STEEL CA
DUCT SYSTEM
DISTANCE VARIES
5MIN DOC
UNDER ROAD SURFACE
OR BOTTOM OF
RR TRACKS
TYPICAL JACK AND BORE
N.T.S.
l,IARKER TAPE
DUCT SYSTEM
REMOVE & REPLACE
TO NEAREST DEEP JOINT
BEYOND TRENCH
BACKFILL:
AS PER AGENCY
EXISTING GRADE
DUCT SYSTEId -
TYPICAL DIRECTIONAL BORE
N.T.S.
CONCRETE STRUCTURE
PER AGENCY REQUIREMENTS.
FOR RESTORATION - 6" MIN.
CONCRETE DEPTH)
U
CONCRETE PAVEMENT RESTORATION
N.T.S.
BORE PIT
TYPICAL JACK & BORE
1-4" BSP E/W 2-1.25" HDPE &FIBER OPTIC CADLE
WITHIN RAILROAD RIGHT-OF-WAY
U
BORE PIT
TYPICAL BORE DETAILS
PIT
BORE PIT
I
3
s
TYPICAL DIRECTIONAL BORE
2-1.25" HDPE E/W FIBER OPTIC CABLE
WITHIN RAILROAD RIGHT-OF-WAY
U
FIBER OPTIC CABLE
TYPICAL DIRECTIONAL BORE TYPICAL DIRECTIONAL BORE
(CROSSING ROAD/DRIVEWAY) 2-1.25" HDPE E/W FIBER OPTIC CABLE
2-1.25" HDPE E/W FIBER OPTIC CABLE
o O o 0
U U U U
rvin.,.in nn. nr Z Z
FIBER OPTIC CABLE
BORE PIT
BORE PIT
2-1.25" HDPE E/W
FIBER OPTIC CABLE
BORE PIT
BORE PIT
TOP MAT3 - 0;��
0
M
BOTTOM MAT
0
9-4 BARS(C) AT 3" O.C.
4 BARS(E) HORIZ. (TOP MAT)
AT 13 1/2" O.C. 8-5 BARS(A) AT 3 1/2" O.C.
STRAIGHT (BOTTOM MAT)
CLIP BARS 1 ,/2'om
FROM OPENING
0wm
*5 CIRCULAR BARS(E)
AT CIRCULAR OPENING
TYPICAL CONSTRUCTION DETAILS
TYPICAL DETAIL
PLACE SPLIT PVC BRANCH WYE
E/W H -STRIP
EXISTING INDTS.
EXISTING FIBER -�
OPTIC CABLE
REMOVED IN PHASE
II
'- Pu24„vlE�l
PROPOSED SPARE INNERDUCT TO BE
P LAN - TOP SECTION SPLICED TO REMAINING INNERDUCT
ONCE EXISTING FIBER OPTIC CABLE
IS REMOVED IN PHASE II.
BARS(A)
0
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NO
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m
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N
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TYPICAL CONSTRUCTION DETAILS
TYPICAL DETAIL
PLACE SPLIT PVC BRANCH WYE
E/W H -STRIP
EXISTING INDTS.
EXISTING FIBER -�
OPTIC CABLE
REMOVED IN PHASE
II
'- Pu24„vlE�l
PROPOSED SPARE INNERDUCT TO BE
P LAN - TOP SECTION SPLICED TO REMAINING INNERDUCT
ONCE EXISTING FIBER OPTIC CABLE
IS REMOVED IN PHASE II.
BARS(A)
12-/4 BARS(A) AT 6" O.C.
STRAIGHT (TOP MAT)
PLAN - SLAB BOTTO M
9- /4 BARS(C) AT 7" O.C. ISOMETRIC VIEW
(TOP MAT) /5 BARS(A) ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE
1 1/2" AT 7 1/2" O.C. STRENGTH OF 4500 psi.
CLR. /4 BARS(B)
AT 7" O.C. .250 H -STRIP REINFORCING STEEL SHALL COMPLY WITH
.35' ASTM BAR5 GRADE 60. SENDING AND A706 PLAC PLACEMENTGRADE
60 SHALLRCOMPLYGRADE
70WITH
nr3.3' THE LATEST ACI STANDARDS
I1 STANDARD STRUCTURAL DESIGN IS BASED ON
W
O-STRIPOTE: AASHTO HS 20 WHEEL LOADING
ONTRACTOR TO PLACE CAP ON WATER TABLE IS AT 3'-0" BELOW GRADE
'a AT 3R1/2 O.C. OPTIC OPEN CABLE NHAS CE EXISTING
REMIBER OVED FOR STANDARD STRUCTURAL DESIGN
THE STANDARD DESIGN IS BASED ON THE TOP ANY
ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE.
2 1/4" THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR
CLR• BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES.
SPECIAL DESIGNS BASED ON OTHER LOADINGS OR
CUP BARS, 1/20
DEEPER INSTALLATION DEPTHS ARE LOADINGS OR
1480 FRAME AND COVER
FROM OPENING
ELEV. - SIDE WALL SECTION 2"
6- #4 BARS(C) AT 7" O.C.
(TOP MAT)
/4 BARS(B)
AT 7" O.C.
AT 7 1/2" O.C.
MT
,I /4 BARS(B)
a AT 13 1/2" O.C.
2 1/4"
CLF.
IT
CUP BARS 1 111211
`84 BARS(G)
FROM OPENING
ELEV. - END WALL SECTION
3' -0"x5' -0"x '-0" MANHOLE
TOP ECTION
813MM 1 i/2"
SIMM � � 3BMMNJ
32' DIA
813MM 1 1/2"
3BMM
�62MM IL ."
1 4' DIA 102MM
B /9MM 1 1/2"
38MM
'B" DIA
965MM
TABLE OF ASSEMBLED WEIGHTS
COVER TYPE GRATE TYPE
A. SOLID C2 HOLE VENT M FLAT HEAVY DUTY
350 LBS. 350 LBS. 360 LBS.
(159 KG) (159 KG) (163 KG)
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE
AND LOCATIONS REQUIRED.
INSERTS, PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
BARS(B)
ELEV. - SLAB BOTTOM SECTION
"x5'-0" SLAB BOTTOM
SECTION
;RJ.'�
12-/4 BARS(A) AT 6" O.C.
STRAIGHT (TOP MAT)
PLAN - SLAB BOTTO M
9- /4 BARS(C) AT 7" O.C. ISOMETRIC VIEW
(TOP MAT) /5 BARS(A) ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE
1 1/2" AT 7 1/2" O.C. STRENGTH OF 4500 psi.
CLR. /4 BARS(B)
AT 7" O.C. .250 H -STRIP REINFORCING STEEL SHALL COMPLY WITH
.35' ASTM BAR5 GRADE 60. SENDING AND A706 PLAC PLACEMENTGRADE
60 SHALLRCOMPLYGRADE
70WITH
nr3.3' THE LATEST ACI STANDARDS
I1 STANDARD STRUCTURAL DESIGN IS BASED ON
W
O-STRIPOTE: AASHTO HS 20 WHEEL LOADING
ONTRACTOR TO PLACE CAP ON WATER TABLE IS AT 3'-0" BELOW GRADE
'a AT 3R1/2 O.C. OPTIC OPEN CABLE NHAS CE EXISTING
REMIBER OVED FOR STANDARD STRUCTURAL DESIGN
THE STANDARD DESIGN IS BASED ON THE TOP ANY
ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE.
2 1/4" THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR
CLR• BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES.
SPECIAL DESIGNS BASED ON OTHER LOADINGS OR
CUP BARS, 1/20
DEEPER INSTALLATION DEPTHS ARE LOADINGS OR
1480 FRAME AND COVER
FROM OPENING
ELEV. - SIDE WALL SECTION 2"
6- #4 BARS(C) AT 7" O.C.
(TOP MAT)
/4 BARS(B)
AT 7" O.C.
AT 7 1/2" O.C.
MT
,I /4 BARS(B)
a AT 13 1/2" O.C.
2 1/4"
CLF.
IT
CUP BARS 1 111211
`84 BARS(G)
FROM OPENING
ELEV. - END WALL SECTION
3' -0"x5' -0"x '-0" MANHOLE
TOP ECTION
813MM 1 i/2"
SIMM � � 3BMMNJ
32' DIA
813MM 1 1/2"
3BMM
�62MM IL ."
1 4' DIA 102MM
B /9MM 1 1/2"
38MM
'B" DIA
965MM
TABLE OF ASSEMBLED WEIGHTS
COVER TYPE GRATE TYPE
A. SOLID C2 HOLE VENT M FLAT HEAVY DUTY
350 LBS. 350 LBS. 360 LBS.
(159 KG) (159 KG) (163 KG)
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE
AND LOCATIONS REQUIRED.
INSERTS, PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
BARS(B)
ELEV. - SLAB BOTTOM SECTION
"x5'-0" SLAB BOTTOM
SECTION
ELEV. - END WALL SECTION
3' -0"x5' -0"x '-0" MANHOLE
TOP ECTION
813MM 1 i/2"
SIMM � � 3BMMNJ
32' DIA
813MM 1 1/2"
3BMM
�62MM IL ."
1 4' DIA 102MM
B /9MM 1 1/2"
38MM
'B" DIA
965MM
TABLE OF ASSEMBLED WEIGHTS
COVER TYPE GRATE TYPE
A. SOLID C2 HOLE VENT M FLAT HEAVY DUTY
350 LBS. 350 LBS. 360 LBS.
(159 KG) (159 KG) (163 KG)
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE
AND LOCATIONS REQUIRED.
INSERTS, PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
BARS(B)
ELEV. - SLAB BOTTOM SECTION
"x5'-0" SLAB BOTTOM
SECTION
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE
AND LOCATIONS REQUIRED.
INSERTS, PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
BARS(B)
ELEV. - SLAB BOTTOM SECTION
"x5'-0" SLAB BOTTOM
SECTION
2'
3'x5'x 4'-0" PRE—CAST
HANDHOLE
m�rrsr
NECK EXTENSION WEIGHTS
6" 450 LBS.
12" 850 LBS.
18" 1250 LBS.
24" 1650 LBS,
OPTIONAL FEATURES
�/ INCLUDE
6• INSERTS FOR STEPS
OR
UNISTRUT FOR STEP
MOUNTING
TYPICAL HANUHOLE AND MANHOLE DETAILS
u�O
Z�
�5 2'
nPICAL
XTENSIO
'PECIFIED
41,2_
N5
\ 3
3'x 5'x 4' PRE -CAST
MANHOLE
ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 4500 pai.
REINFORCING STEEL SHALL COMPLY WITH
ASTM A615 GRADE 80. A706 GRADE 60 OR A497 GRADE 70.
BAR BENDING AND PLACEMENT SHALL COMPLY WITH
THE LATEST ACI STANDARDS
STANDARD STRUCTURAL DESIGN IS BASED ON
AASHTO HS 20 WHEEL LOADING
WATER TABLE IS AT 3'-0" BELOW GRADE
FOR STANDARD STRUCTURAL DESIGN
THE STANDARD DESIGN IS BASED ON THE TOP AT ANY
ELEVATION BETWEEN FINISHED GRADE AND 5'-0" BELOW GRADE.
THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR
BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES.
SPECIAL DESIGNS BASED ON OTHER LOADINGS OR
DEEPER INSTALLATION DEPTHS ARE LOADINGS OR
KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE 512E
AND LOCATIONS REQUIRED.
INSERTS, PULLING IRONS OR SUMPS CAN BE
SUPPLIED AS REQUESTED
18" nPICAL
w
CK EXTENSION AS SPECIFIED
TYPICAL NECK EXTENSION
P14�619
4'x 4'x 4' PRE -CAST MANHOLE
6" WALLS - 6" ROOF
9; 48" HEADROOM
TOP ION 0'
SECT
PERSONNEL OPENING SIZ OR
CAST IN RING AND COVER
AS REQUIRED BY CUSTOMER
SEE NECK EXTENSION AND
COVER DETAILS FOR l
FEATURES AVAILABLE \ o
GROUND
ROD HOLE
f~�
SUMP ❑
12" z 12" KNOCKOUTS 1HLL BE
PLACHD IN HACH END WALL ❑
UNLB33 OTHERWISE SPECIFIED
24"
24"
PERSONNEL OPENING SRE OR
CAST IN RING AND COVER
AS REQUIRED BY CUSTOMER
SEE NECK EXTENSION AND
COVER DETAILS FOR
FEATURES AVAILABLE
MINIMUM EXCAVATION
7'-O"x11'-0"
48-M
4'-0"x8'-0" QUIKSET
2 -PIECE MANHOLE
MINIMUM EXCAVATION
6'-0"x8'-0"
35-M
5'-0" QUIKSET
2 -PIECE MANHOLE
6
APPROXIMATE
BOTTOM SECTION
TOP OR BOTTOM WEIGHTS
APPROXIMATE
2'-0" INSIDE 7300 LBS. w
TOP OR BOTTOM WEIGHT`.
2'-6" INSIDE 8300 LBS.
2'-0' INSIDE 4600 LBS.
3'-0" INSIDE 9300 LBS. i
2'-6" INSIDE 5200 LBS.
w
o 3'-6" INSIDE 10300 LBS. �-
3'-0" INSIDE 5900 LBS.
-rn 4'-0" INSIDE 11200 LBS.
3'-6" INSIDE 6600 LBS.
? T /
4'-0" INSIDE 7300 LBS.
MINIMUM EXCAVATION
7'-O"x11'-0"
48-M
4'-0"x8'-0" QUIKSET
2 -PIECE MANHOLE
MINIMUM EXCAVATION
6'-0"x8'-0"
35-M
5'-0" QUIKSET
2 -PIECE MANHOLE
MATERIAL
RAKE -OFF SHEET
- ZAYO (360
NETWORKS)
OUTSIDE
PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
144ct FIBER OPTIC CABLE (AERIAL)
—
L.F.
144ct FIBER OPTIC CABLE (RISER)
—
L.F.
144ct FIBER OPTIC CABLE (U/G)
91415
L.F.
6M STRAND
—
L4 F4
OVERHEAD GUY
—
L.F.
1-4 GALVANIZE U—GUARD E/W 2-1.25 HDPE
—
L.F.
DOWN GUY & ANCHOR
—
EACH
AERIAL SLACK LOOP
—
FT.
TRENCH 1-2" HDPE
78
L.F.
DIRECTIONAL BORE . 1 —2" HDPE
758
L.F.
TRENCH 2-2" HDPE
—
L.F.
DIRECTIONAL BORE 2-2" HDPE
—
L.F.
1—MULE—TAPE
—
L.F.
1.25" HDPE
—
L.F.
10GA TRACER WIRE
836
L.F.
36"X60"X48" HANDHOLE
2
EACH
36"X60"X48" MANHOLE
—
EACH
PULL CABLE THRU EXISTING ZAYO CONDUIT
8,629
L.F.
SLACK COIL IN HANDHOLE/MANHOLE
700
EACH
EXCAVATE & EXPOSE TO LOWER EXIST. 1 CONDUIT
100
L.F.
EXCAVATE & EXPOSE 1 CONDUIT
100
S.F.
EXCAVATE & EXPOSE TO LOWER EXIST, 2 CONDUITS
—
L.F.
EXCAVATE & EXPOSE 2 CONDUITS
—
S.F.
144ct FIBER OPTIC CABLE (TOTAL)
—
FT.
144ct FIBER OPTIC CABLE (TOTAL)
10,134
FT,
INSIDE
PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
PULL THRU
-
L.F.
2" PLENUM RATED INNERDUCT
-
L.F.
1.25" E.M.T.
-
L.F.
PULL BOX(ES)
-
EACH
144 FIBER CABLE
-
FT.
8 1
Know what's below,
CALL BEFORE YOU DIG
Call before you dlg. eoo-las-rias
48 HOURS NOTICE REQUIRED
ExceaEwxc cartwcroR
R""""°•�9p0p
er..:uuESEw
T.RlLRMI W.N.o6 n F.E«
REV
DESCRIPTION
BY
APVD
DATE
®
raaccn
FREEPORT PKWY, 360 NETWORK
COPPELL. TX
a
raECT c
ZAY299
ZA
OB 06 16
CITY COMMENTS
MN
—
—
—
—
MATERIAL RAKE -OFF SHEET
-
-
-
-
-
-
-
-
-
-
wrpa W n s OoauExr
5 N 0i
" D• COPfFD "E""c m p r
RifllDllE TMi1F)1 CQ`IESFM OF PCua�a
DRAWN OXT
owo xa
ZAY%XX3ROJECT-PROJECT
-
—
-_
-
-_
-
-_
APPY _
SHEETS OtO OF O1O
.VPPOVEV EMWVI.EL REV[ 1 1
MATERIAL RAKE -OFF SHEET - CENTURYLINK
OUTSIDE PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
144ct FIBER OPTIC CABLE (AERIAL)
-
L.F.
144ct FIBER OPTIC CABLE (RISER)
-
L.F.
144ct FIBER OPTIC CABLE (U/G)
-
L.F.
6M STRAND
-
L.F.
OVERHEAD GUY
-
L.F.
1-4" GALVANIZE U-GUARD E/W 2-1.25 HDPE
-
L.F.
DOWN GUY & ANCHOR
-
EACH
AERIAL SLACK LOOP
-
FT.
TRENCH 1-2" HDPE
-
L.F.
DIRECTIONAL BORE 1 -2" HDPE
-
L.F.
TRENCH 2-2" HDPE
93
L.F.
DIRECTIONAL BORE 2-2" HDPE
713
L.F.
1-MULE-TAPE
-
L.F.
1.25" HDPE
-
L.F.
10GA TRACER WIRE
-
L.F.
36"X60"X48" HANDHOLE
2
EACH
36"X60"X48" MANHOLE
-
EACH
PULL CABLE THRU EXISTING ZAYO CONDUIT
-
L.F.
SLACK COIL IN HANDHOLE/MANHOLE
-
EACH
EXCAVATE & EXPOSE TO LOWER EXIST. 1 CONDUIT
-
L.F.
EXCAVATE & EXPOSE 1 CONDUIT
-
S.F.
EXCAVATE & EXPOSE TO LOWER EXIST. 2 CONDUITS
100
L.F.
EXCAVATE & EXPOSE 2 CONDUITS
200
S.F.
144ct FIBER OPTIC CABLE (TOTAL)
-
FT.
144ct FIBER OPTIC CABLE (TOTAL)
-
FT.
INSIDE PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
PULL THRU
-
L.F.
2" PLENUM RATED INNERDUCT
-
L.F.
1.25" E.M.T.
-
L.F.
PULL BOX(ES)
-
EACH
144 FIBER CABLE
-
FT.
ENGMERWIC CCNiRJC m
8� REV — DESCRIPTION
- -
TIHP 4Anp.5. Rr45iNEU
Know, whacs below. " "" °•""°" - -
CALL BEFORE YOU DIG PMn<:JN.)EJ.li1J _ _
CaII before you dlg. 1-800-245-4546 r.nP.cR pn�Je �v�ome.: F-stN
48 HOURS NOTICE REQUIRED - -
BY
APVD
DATE
zaya
PROJECT:
FREEPORT PKWY, 360 NETWORK
COPPELL, TX
PROJECT LODE:
ZAY299
MATERIAL RAKE -OFF SHEET
-
-
-
-
-
-
NPORYATpN ON TNS OOLYNENT
�S0.0YDOME�. � OR M OR
MITIgOT YR M CONSENT OF CARREx
DRAWN GXT
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ZAYXXX_PROJECT-11TLE_M_iYP_014
-
-
-
-
-
APPY -
-
-
-
5NEETS 010 OF 010
APPROVED OR1Cm%I 65OE j �$
MATERIAL RAKE-OFF SHEET - LEVEL 3
OUTSIDE PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
144ct FIBER OPTIC CABLE (AERIAL)
-
L.F.
144ct FIBER OPTIC CABLE (RISER)
L.F.
144ct FIBER OPTIC CABLE (U/G)
-
L.F.
6M STRAND
-
L.F.
OVERHEAD GUY
-
L.F.
1-4" GALVANIZE U -GUARD E/W 2-1.25 HDPE
-
L.F.
DOWN GUY & ANCHOR
-
EACH
AERIAL SLACK LOOP
-
FT.
TRENCH 1-2" HDPE
93
L.F.
DIRECTIONAL BORE 1-2" HDPE
713
L.F.
TRENCH 2-2" HDPE
-
L.F.
DIRECTIONAL BORE 2-2" HDPE
-
L.F.
1 -MULE -TAPE
-
L.F.
1.25" HDPE
-
L.F.
10GA TRACER WIRE
-
L.F.
36"X60"X48" HANDHOLE
2
EACH
36"X60"X48" MANHOLE
-
EACH
PULL CABLE THRU EXISTING ZAYO CONDUIT
-
L.F.
SLACK COIL IN HAND HOLE/MAN HOLE
-
EACH
EXCAVATE & EXPOSE TO LOWER EXIST, 1 CONDUIT
100
L.F.
EXCAVATE & EXPOSE 1 CONDUIT
200
S.F.
EXCAVATE & EXPOSE TO LOWER EXIST, 2 CONDUITS
-
L.F.
EXCAVATE & EXPOSE 2 CONDUITS
-
S.F.
144ct FIBER OPTIC CABLE (TOTAL)
-
FT.
144ct FIBER OPTIC CABLE (TOTAL)
-
FT.
INSIDE PLANT
DESCRIPTION
QUANTITY
UNITS
NOTES\COMMENTS
-
PULL THRU
L.F.
2" PLENUM RATED INNERDUCT
-
L.F.
1.25" E.M.T.
-
L.F.
PULL BOX(ES)
-
EACH
144 FIBER CABLE
-
FT.
8 1
Know what's below,
CALL BEFORE YOU DIG
Call before you dig, t-800-245-4545
48 HOURS NOTICE REQUIRED
E 4f EERWC CIX UCiOR
::b FAa Amps"R"cs.x.sa
PWm:4S 1011
Prau40 [W
TAM.Rc&trs NNMNF: FA»
REV
DESCRIPTION
BY
APVO
DATE
zaya
""ECT:
FREEPORT PKWY, 360 NETWORK
COPPELL, TX
PRo CT CooE
ZAY299
—
—
—
—
—
-
-
-
-
-
MATERIAL RAKE-OFF SHEET
-
-
-
-
-
—
—
—
—
W� ox TMs oaauE«T
6 PROP"ET N1D s HOT
H D C0RE0 '�"OR N p r
xma�iiT n�snwia�isErrt01io P
DRAWN OXT
owa xo:
ZAYXXX_PROJECT-TITLE_M_TYP_014
-
-
-
-
-
-
APPY
-
-
smus 010 OF 010
upm0 OR14m ISSUC 05/21/18
-
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
STA 103+88
CENTURY LINK
(QUEST) HH
PLACE 100' SLACK COIL
NOTE;
THESE CONSTRUCTION DRAWINGS
ARE TO INDICATE PROPOSED ROUTE,
CABLE LENGTH AND MANHOLE
LOCATIONS, EACH COMPANY WILL
HAVE SEPARATE PLANS USING
RESPECTIVE CALLOUS AND
TERMINOLOGY.
STA 103+85 �
EXIST. 380 NETWORKS
(ZAYO) HH
PLACE 100' SLACK COIL
DESCRIPTION
UNIT
QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
—
144ct FIBER OPTIC CABLE (RISER)
FT
—
144ct FIBER OPTIC CABLE NEW (U/G)
FT
424
6M STRAND
FT
—
1-4" GALV, U—GUARD E/W 2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
OVERHEAD GUY
FT
—
AERIAL SLACK LOOP
FT
—
TRENCH 4-2" HDPE
LF
—
DIR. BORE 4-2" HDPE
LF
—
DIR. BORE 1-4" HDPE CASING
LF
1-1" HDPE
FT
—
1 —MULE TAPE
FT
—
1.25" HDPE
FT
—
tOGA TRACER WIRE
FT
—
36"X60„48„ HH
EA
—
3'X5'X4' MH
EA
—
EXCAVATE & EXPOSE TO LOWER EXIST. CONDUIT
FT
100
PULL CABLE THRU EXIST. ZAYO CONDUIT
FT
424
1-4” CORE BORE
EA
—
SLACK COIL IN HH/MH
FT
200
REMOVE & RESTORE CONCRETE S/W
SF
—
REMOVE & RESTORE CONCRETE PAVEMENT
SF
—
REMOVE & RESTORE ASPHALT PAVEMENT
SF
—
144c1 FIBER OPTIC CABLE (TOTAL)
FT
624
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
q-�
�J
u
M ,9
I
w I w
SS.
DALLAS COUNTY
COPPELL, TX
ea
off,
CAUTION !!!! CAUTION!!!
CONTRACTOR TO LOCATE $ EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
VERIFY ALL EXISTING UTILITIES SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
PRIOR TO CONSTRUCTION AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING.
o+o m
�3 REEPORT PKWY, h+ >A
(CONCRETE) �+
I
C•7
STA 103+85 TO STA 108+09
PULL (424') OF 144ct FIBER OPTIC CABLE
o THRU EXIST. ZAYO CONDUIT AND
REMOVE 1.144 FIBER OPTIC CABLE
REV DESCRIPTION BY APVD DATE
11k0"rdw4T�15011 —
CALL BEFORE YOU DIG
1-800-245-4545 T"M Rrr:l: rm : vmnr: &910
48 HOURS NOTICE REQUIRED
Know what's b@IOW,
0811 before you dig.
3
NEW 54° RCP
STORM DRAIN PIPE
STA 106+84 TO STA 107+84
EXCAVATE &EXPOSE 4.2" HDPE
CONDUITS:
1 DUCT - ZAYO
1DUCT-LEVEL3
2DUCTS-CENTURYLINK
LOWER FROM 59" OF COVER TO 107"
COVER MINIMUM.
NOTE;
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
i a+wnal al rHs oocwurt
a arrovracruzr a•;o swu ror
oc usco. cavxo. xcamovcm crs
osttosso c1 mlac ox ul oavr
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COPPELL, TXKLY
vxwccr
FREEPORT PKWY. 360 NETWORK ZAY299
PLAN SHEET
GXT
_ 2AY299_FREEPORT_360_NEiY1'ORK_P_OOLDWG _
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS.
DESCRIPTION
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPLLL] TX
CAUTION !!!!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION
EXIST, BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
144ct FIBER OPTIC CABLE (AERIAL)
144ct FIBER OPTIC CABLE (RISER)
144ct FIBER OPTIC CABLE NEW (U,
6M STRAND
1-4" GALV. U—GUARD E/W 2-1.25
DOWN GUY & ANCHOR
OVERHEAD GUY
DIR. BORE 4-2" HDPE
DIR. BORE 1 —4" HDPE
1—I" HDPE
1—MULE TAPE
1.25" HDPE
10GA TRACER WIRE
FT —
FT —
FT 617
FT —
37X5"X4" MH
PULL CABLE THRU EXIST. AT&T CONDUIT
PULL CABLE THRU EXIST. ZAYO CONDUIT
SLACK COIL IN HH/MH
EXCAVATE & EXPOSE
REMOVE & RESTORE CONCRETE PAVEMENT
REMOVE & RESTORE ASPHALT PAVEMENT
144c1 FIBER OPTIC CABLE (TOTAL)
T
T
F
F
FT 617
EA —
FT 200
SF —
SF — CALL BEFORE YOU DIG
SF — 1-800-245-4545
FT
817 48 HOURS NOTICE REQUIRED
Know what's below,
0811 before you dig.
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ITIS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
IEfliP10 OONIR1CfOR PROI[Ci: PROJECT
CODE:
REV DESCRIPTION BY APVD DATE FREEPORT PKWY. 360 NETWORK
® COPPELL, TX ZAY299
PLAN SHEET
R4YVIr04 TC ]!011 _ — _ _
e1„naswI" iasP¢ Ey al rxs ooc mem DRAWN GXT a N0: REV
Pzblr . %v - - - - - rs aaaPwErun nw sNa.E ]ror ZAY299�'REEPORT_360_NET11bRK_P_002.D11 -
T.LLP.P.141N1r,Ua, \1n4r. F0100 _
D OSEDcaP „D. PF➢RDOdi P RT APPY —
renw T b UEN co 09 w c ER SHEET 002 OF 027 APPROVED ORIGINAL ISSUE 05/21/18
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE UNE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS,
�W
Q~
�w
Wry
>U
—Z
�O
�U
DESCRIPTION
UNIT
QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
—
144ct FIBER OPTIC CABLE (RISER)
FT
—
144ct FIBER OPTIC CABLE NEW (U/G)
FT
498
6M STRAND
FT
—
1-4" GALV. U—GUARD E/W 2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
TRENCH 4-2" HDPE Lt —
DIR. BORE 4-2" HDPE LF —
1-1- HDPE
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
CALL BEFORE YOU DIG
1-800-245-4545
4B HOURS NOTICE REQUIRED
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DALLAS COUNTY
COPPELL, TX
STA 113+OS TO STA 118+06
PULL (498) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
0
FREEPORT PKWY.
(CONCRETE)
FIB FIB
REV DESCRIPTION BY APVD DATE
3
CAUTION M!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE
LOCATION NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
R AND DEPTH PRIOR TO ANY DIGGING AND/OBORING,
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UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
'
PROJECT
PKWY,
360 NETWORK ZAY299
COPPELL, TX
PLAN SHEET
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QXT 2AY299.fREEPORT_360_NEIWORK�_003.D'd _
—
1—MULE TAPE
FT
—
1.25" HDPE
FT
—
10GA TRACER WIRE
FT
—
36"X60"48" HH
EA
—
3'X5'X4' MH
EA
—
PULL CABLE THRU EXIST, AT&T CONDUIT
FT
—
PULL CABLE THRU EXIST, ZAYO CONDUIT
FT
498
1-4" CORE BORE
EA
—
SLACK COIL IN HH/MH
FT
—
EXCAVATE & EXPOSE
SF
—
REMOVE & RESTORE CONCRETE PAVEMENT
SF
—
REMOVE & RESTORE ASPHALT PAVEMENT
SF
—
144ct FIBER OPTIC CABLE (TOTAL)
FT
498
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
CALL BEFORE YOU DIG
1-800-245-4545
4B HOURS NOTICE REQUIRED
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DALLAS COUNTY
COPPELL, TX
STA 113+OS TO STA 118+06
PULL (498) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
0
FREEPORT PKWY.
(CONCRETE)
FIB FIB
REV DESCRIPTION BY APVD DATE
3
CAUTION M!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE
LOCATION NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
R AND DEPTH PRIOR TO ANY DIGGING AND/OBORING,
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NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
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IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
'
PROJECT
PKWY,
360 NETWORK ZAY299
COPPELL, TX
PLAN SHEET
owo xo: cv
QXT 2AY299.fREEPORT_360_NEIWORK�_003.D'd _
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPLLL, TX
CAUTION !!!!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST, BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
144ct
AERIAL SLACK
FIBER
OPTIC CABLE
(AERIAL.)
F7
-
144ct
FIBER
OPTIC CABLE
(RISER)
FT
-
144ct
FIBER
OPTIC CABLE
NEW (U/G)
FT
498
6M STRAND
FT
-
1-4"
GALV.
U -GUARD E/W
2-1.25" HDPE
FT
-
DOWN
GUY & ANCHOR
EA
-
LOOP
TRENCH 4-2" HDPE
DLR. BORE 4-2" HDPE
DLR, BORE 1-4" HDPE CASING
1-1" HDPE
1 -MULE TAPE
1.25" HDPE
10GA TRACER WIRE
36"X60"48" HH
3'X52X4' MH
PULL CABLE THRU EXIST, AT&T CONDUIT
PULL CABLE THRU EXIST, ZAYO CONDUIT
1 -4'" CORE BORE
SLACK COIL IN HH/MH
EXCAVATE & EXPOSE
REMOVE & RESTORE CONCRETE PAVEME�
REMOVE & RESTORE ASPHALT PAVEMENT
144ct FIBER OPTIC CABLE (TOTAL)
CALL BEFORE YDU DIG
— I-800-245-4545
498 48 HOURS NOTICE REDUIRED
REV DESCRIPTION BY APVD DATE
R4Y.rirt T\ 1b11 _
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COPPELL, TX
nnu
PLAN SHEET
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ZAY299
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS,
CONTRACTOR: DALLAS COUNTY
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION C O P P E L L, TX
DESCRIPTION
UNIT
QUANTITY
144ct FIBER OPTIC CABLE
(AERIAL)
FT
—
144ct FIBER OPTIC CABLE
(RISER)
FT
—
144ct FIBER OPTIC CABLE
NEW (U/G)
FT
502
6M STRAND
FT
—
1-4" GALV. U—GUARD E/W
2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
OVERHEAD GUY
FT
—
AERIAL SLACK LOOP
FT
—
TRENCH 4-2" HDPE
LF
—
n:o OnOU n._o" unor
IF
-
0
16• W
60" RCP
STA 123+04 TO STA 128+p6
PULL (502') OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1=144 FIBER OPTIC CABLE
CAUTION III! CAUTION!!!
CONTRACTOR TO LOCATE & EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
VERIFY ALL EXISTING UTILITIES SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
PRIOR TO CONSTRUCTION AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
�--
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PULL CABLE THRU EXIST. ZAYO CONDUIT FT 502
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144ct FIBER OPTIC CABLE (TOTAL) FT 502 48 HOURS NOTICE REQUIRED
L
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0811 before you dig.
PCa
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
PROJECT:
PROJLCL CODE:
REV DESCRIPTION BY APVD DATE FREEPORT PKWY. 360 NETWORK
_ _ O COPPELL, TX ZAY299
PLAN SHEET
16DRVATM ON nos Dowuurt DRAWN GXT owo NO. REY
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NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS.
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CONTRACTOR:
171S YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPELL, TX
CAUTION MI
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST, BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
STA 128+06 TO STA 133+OS
PULL (499') OF 144ct FIBER OPTIC CABLE
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DESCRIPTION UNIT QUANTITY
144ct FIBER OPTIC CABLE (AERIAL) FT -
144ct FIBER OPTIC CABLE (RISER) FT -
144ct FIBER OPTIC CABLE NEW (U/G) FT 499
6M STRAND FT
1-4" GALV. U -GUARD E/W 2-1,25" HDPE FT -
DOWN GUY & ANCHOR EA -
OVERHEAD GUY FT -
AERIAL SLACK LOOP FT -
TRENCH 4-2" HDPE rFr
-
DIR. BORE 4-2" HDPE -
DIR. BORE 1-4" HDPE CASING
1-1" HDPE
1 -MULE TAPE -
1.25" HDPE -
10GA TRACER WIRE -
36"X60°48" HH EA - Know what's below,
3'X5'X4' MH EA - C211 before you dig
PULL CABLE THRU EXIST, AT&T CONDUIT FT - „ pamwm counv= R
PULL CABLE THRU EXIST, ZAYO CONDUIT FT 499 REV DESCRIPTION 8Y kAPVD DATE y':1 -4" CORE BORE EA - - - - - ASLACK COIL IN HH/MH FT- ZWxEXCAVATE & EXPOSE SFwavnA,,n — REMOVE & RESTORE CONCRETE PAVEMENT SF- CALL BEFORE YOU DIG— REMOVE &RESTORE ASPHALT PAVEMENT SF — I aoo-zas-alas144ct FIBER OPTIC CABLE (TDTAL) FT ¢gg 48 HOURS NOTICE REQUIRED—
.+wFT .iem.
L
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT,
IT IS THE CONTRACTOR RE9VON�iBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTTINICT11tlNg A M UTILITIES PP40R TO CONSTRUCTION,
COMPLETE REPAIR OF ANY ANDA►L DAMAGES INCURRED SHALL BEAT
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nwssa. #1 + Faaca coot:
FREEPORT PK W't: 360 NETWORK ZAY299
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NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE cunuvu mmncD ulr_uwnve eun Devcn rITV aTDFFT I
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
DALLAS COUNTY
COPPLLL, TX
CAUTION W!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST, BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
144ct
AERIAL SLACK
FIBER
OPTIC CABLE
(AERIAL)
FT
—
144ct
FIBER
OPTIC CABLE
(RISER)
FT
—
144ct
FIBER
OPTIC CABLE
NEW (U/G)
FT
498
6M STRAND
FT
—
1-4"
GALV. U—GUARD E/W
2-1.25" HDPE
FT
—
DOWN
GUY &
ANCHOR
EA
—
LOOP
TRENCH 4-2" HDPE
DIR. BORE 4-2" HDPE
DIR. BORE 1-4" HDPE CASING
1-1" HDPE
1—MULE TAPE
10GA TRACER WIRE
36"X60"48" HH
3'XS'X4' MH
PULL CABLE THRU EXIST. AT&T
PULL CABLE THRU EXIST. ZAYO
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
CONDUIT FT —
CONDUIT FT 498
1-4" CORE BORE EA —
SLACI< COIL IN HH/MH FT —
EXCAVATE & EXPOSE SF —
REMOVE & RESTORE CONCRETE PAVEMENT SF — CALL BEFORE YOU DIG
REMOVE & RESTORE ASPHALT PAVEMENT SF — I-800-245-4545
144ct FIBER OPTIC CABLE (TOTAL) FT 498 48 HOURS NOTICE REQUIRED
REV DESCRIPTION BY APVD DATE
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PLAN SHEET
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_ 2AY299�REEPORi_36O_NETWORK_P_W7.D15 -
NOTE:
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STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DESCRIPTION
DIR. BORE 1-4'2
UNIT
QUANTITY
144ct FIBER OPTIC CABLE
(AERIAL)
FT
-
144ct FIBER OPTIC CABLE
(RISER)
FT
-
144ct FIBER OPTIC CABLE
NEW (U/G)
FT
499
6M STRAND
FT
-
1-4" GALV. U -GUARD E/W
2-1.25't HDPE
FT
-
DOWN GUY & ANCHOR
EA
-
OVERHEAD GUY
FT
-
AERIAL SLACK LOOP
FT
-
TRENCHHDPE
LF
-
n:o ono. A_o" unor
I
IF
I-
HDPE CASING LF
1-1" HDPE FT —
1 -MULE TAPE FT -
1.25" HDPE FT -
10GA TRACER WIRE FT -
36"X60.,48,. HH EA -
PULL CABLE THRU EXIST. AT&T CONDUIT
PULL CABLE THRU EXIST. ZAYO CONDUIT
1-4" CORE BORE
SIACIN COIL IN HH/MH
EXCAVATE & EXPOSE
REMOVE & RESTORE CONCRETE PAVEMENT
REMOVE & RESTORE ASPHALT PAVEMENT
144ct FIBER OPTIC CABLE (TOTAL)
499
I�
CALL BEFORE YOU DIG
1-800-245-4545
48 HOURS NOTICE REQUIRED
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COPPELL, TX
STA 138+03 TO STA 143+02
PULL (499) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
CAUTION W!
CONTRACTOR TO LOCATE 8
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
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0811 heiore you dig.
NOTE•
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR,
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PLAN SHEET
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NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS I COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE UNE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS,
NOTE:
CABLE FOOTAGE IS LESS
THAN STATIONING FOOTAGE.
FROM STA143+57 TO STA 145+66
NOTE:
MANHOLES WILL BE MINIMUM OF 2 FEET APART,
DESCRIPTION
144ct FIBER OPTIC CABLE (AERIAL)
144ct FIBER OPTIC CABLE (RISER)
144ct FIBER OPTIC CABLE NEW (U/G)
6M STRAND
1-4" GALV, U—GUARD E/W 2-1.25" HDPE
DOWN GUY & ANCHOR
OVERHEAD GUY
AERIAL SLACK LOOP
TRENCH 4-2" HDPE
DIR, BORE 4-2" HDPE
DIR, BORE 1-4" HDPE CASING
1-1" HDPE
1—MULE TAPE
1.25" HDPE
10CA TRACER WIRE
36"X60"48" HH
3'X5'X4' MH
PULL CABLE THRU EXIST. AT&T CONDUIT
PULL CABLE THRU EXIST. ZAYO CONDUIT
1-4" CORE BORE
SLACK COIL IN HH/MH
EXCAVATE & EXPOSE
REMOVE & RESTORE CONCRETE PAVEMENT
REMOVE & RESTORE ASPHALT PAVEMENT
144ct FIBER OPTIC CABLE (TOTAL)
STA 143+38
PLACE CTL MH
2 HDPE DUCTS
UNIT QUANTITY
FT —
FT —
FT 415
FT —
FT —
EA —
FT —
FT —
LF 38
LF 377
415
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
STA 143+45
PLACE LVL3 MH
1 HDPE DUCT
STA 143+52
PLACE ZAYO MH
1 HDPE DUCT
STA 143+52W TO STA 143+57E
TRENCH & PLACE (38') 4-2" HDPE
E!W 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE
STA 143+02 TO STA 147+34
REMOVE EXIST, 1-144ct FOC
STA 143+02 TO STA 143+52
PULL (50') OF 144ct FIBER OPTIC CABLE
THRU EXIST. ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
DALLAS COUNTY
COPPELL, TX
°�-
CAUTION HH
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
STA 143+57 TO STA 147+34
DIR. BORE (377') 42" HDPE
E/W 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE
pROR —�
FREEPORT PKWY.
3
(CONCRETE)
42' RCP
c]
SE SEW
SEW
—SEW
r F -
- b
STA 143+38 TO STA 143+88
OPEN CUT &EXPOSE EXISTING 4 CONDUITS
REQUIRED FOR FOLDBACK SPLICE -PLACE
STEEL PLATING OVER TRENCH DURING
SPLICING WORK.
50
100
50
CALL BEFORE YOU DIG
1-800-245-4545
565 48 HOURS NOTICE REQUIRED
Know what's bE:)OW.
Cell before you dig.
REV
' 08 O6 I6 C
I IH Fiu.\np4 N.a4 iNNai1
Fax: WJWIN — —
T.U.P.F_Neal.IraWa..\anJ,an F11t0
FIB
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT z
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
O SCALE 1 "=40'
!0
�s
i
NOTE:
THESE CONSTRUCTION DRAWINGS
ARE TO INDICATE PROPOSED ROUTE,
CABLE LENGTH AND MANHOLE
LOCATIONS. EACH COMPANY WILL
HAVE SEPARATE PLANS USING
RESPECTIVE CALLOUS AND
TERMINOLOGY.
NAMPA
/,� ,�✓�fillNED
�-
HANDHOLE/CONDUIT CONFIGURATION
. LLJ NOT TO SCALE 4 - 2" HDPE CONDUITS
�� 1-ORANGE-CCLC(CTL)
i Q � 1 - BLACK - (LV3)
1 LV3 =BLACK 1 - GREEN - (ZAYO)
N 1 - BLACK W/ ORANGE STRIPE - (CCLC)
I_- Z 1 CTL - BLACK W/ ZAYO LEVEL(3) CTL
�Q ORANGE STRIPE HH HH HH 1 CTL- BLACK W/
LL.0 ^ ORANGE STRIPE I
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ITIS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.IF
DESCRIPTION
BY APVD DATE
MN
1 -GREEN (ZAYO) y
1 -ORANGE (CTL)
1 -BLACK (LV3)
O
1 -ORANGE (CTL)
1 -GREEN (ZAYO)
mroRwrroN a, rl.s DocuvElrt
5 PROPI71EiwRY 4•:0 SNILI I.O]
DOSClOSED OFlEM,�PNODUCFD
mnqur rmnol calsurt u fXOER
CTL=ORANGE
1 -BLACK (LV3)
3 = 1 -GREEN (ZAYO)
1 -BLACK W/
ORANGE STRIPE
FREEPORT PKWY. 360 NETW
COPPELL, TX
nnE:
PLAN SHEET
cxr
CODE:
ZAY299
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS CROSSING INTERSECTING
I I I
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS,
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
STA 147+62 TO STA 150+40
DIR. BORE (300)4m2 HDPE
E!W 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE
STA 150+40 TO STA 150+42
TRENCH & PLACE (21) 4.1.25" HDPE
ENV 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE
e"
�G
� V
rt'
8 G/�
p
c9k
de
hy' \
DESCRIPTION UNIT QUANTITY
144ct FIBER OPTIC CABLE (AERIAL) FT
144ct FIBER OPTIC CABLE (RISER) FT v
144ct FIBER OPTIC CABLE NEW (U/G) FT 300
6M STRAND FT —
1-4" GALV, U -GUARD E/W 2-1.25" HDPE FT -
DOWN GUY & ANCHOR EA
OVERHEAD GUY FT
AERIAL SLACK LOOP FT
TRENCH 4-2" HDPE LF - lea "' R�'�
DIR. BORE 4-2" HDPE LF 300
DIR. BORE 1 -4" HDPE CASING LF V�
1-1" HDPE FT - j s5
1 -MULE TAPE FT
1.25" HDPE FT - (�
10GA TRACER WIRE FT 300
36"X60"48" HH EA -
3'X5'X4' MH EA -
PULL CABLE THRU EXIST. AT&T CONDUIT FT - acres
PULL CABLE THRU EXIST. ZAYO CONDUIT FT - REV DESCRIPTION BY APUD DATE
1 C CORE BORE EA — 08 O6 IB CITY COMMENTS MN —
SLALACI< COIL IN HH/MH FT - - - - -
EXCAVATE & EXPOSE SF -
riw Rkhs ww X7 l as
REMOVE & RESTORE CONCRETE PAVEMENT SF — Rkk.A,.a MIU
CALL BEFORE YOU DIG °"""""""'
REMOVE & RESTORE ASPHALT PAVEMENT SF — 800-245-4545 T.LLP.F_R.Tam
P6 W@Nv:m.r: Fna-
144c1 FIBER OPTIC CABLE (TOTAL) FT 300 ne HOURS NOTICE REQUIRED
DALLAS COUNTY
�.
CAUTION!!!
EXIST
COPPELL, TX
. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
NOTE:
THESE CONSTRUCTION DRAWINGS
ARE TO INDICATE PROPOSED ROUTE,
CABLE LENGTH AND MANHOLE
LOCATIONS, EACH COMPANY WILL
HAVE SEPARATE PLANS USING
RESPECTIVE CALLOUS AND
TERMINOLOGY.
Know what's below,
Cell before you dig.
0
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ITIS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
PROJECT CODE:
nsoRvvroR ar r s ooar,Enr
5 PROPREiMt AW $HKl AOf
GSCCOSCD OP.Em.�rSAtJRUCFD qtR
mnq,rt RwrtER carourt u' waaw
COPPELL, TX
FREEPORT PKWY. 360 NETWORK ZAY299
GX7
PLAN SHEET
_360 NE1110RK_P_OIO.DWG -
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS I COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS.
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPLLL, TX
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING.
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE \ �s
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. STA 151+63
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL PLACE LVL3 MH o
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION. 1 HDPE DUCT \ �ti �4e �k
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR. G S�
STA 151+56 STA 151+70��
PLACE ZAYO HH REPLACE CTL MH m / \ i \\
PLACE 100' SLACK COIL 2 HDPE DUCTS ---
1 HDPE DUCT I a / / 0
3LPtf.
STA 151+42 TO STA 151+56W Q�oe. �X
TRENCH & PLACE 14' 42" HDPE
( ) I �6
EIW 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE O
_ / : _•rye \ �yi V�
s
E
STA 150+61 TO STA 151+42
DIR. BORE (811) 42" HDPE yi 'yJ
E/W 144ct FIBER OPTIC CABLE & 5� / F0
10GA TRACER WIRE
STA 150+42 TO STA 150+61
TRENCH &PLACE (25') 42" HDPE
EIW 144ct FIBER OPTIC CABLE &
10GA TRACER WIRE
DESCRIPTION
UNIT
QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
-
144ct FIBER OPTIC CABLE (RISER)
FT
-
144ct FIBER OPTIC CABLE NEW (U/G)
FT
312
6M STRAND
FT
-
1-4" GALV. U -GUARD E/W 2-1.25' HDPE
FT
-
DOWN GUY & ANCHOR
EA
-
OVERHEAD GUY
FT
-
AERIAL SLACK LOOP
FT
-
TRENCH 4-2" HDPE
LF
40
DIR, BORE 4-2•' HDPE
LF
81
DIR, BORE 1 -4•' HDPE CASING
LF
1-1" HDPE
FT
-
1 -MULE TAPE
FT
-
1.25" HDPE
FT
-
10GA TRACER WIRE
FT
121
36"X60"48" HH
EA
3
3'X5'X4' MH
EA
-
PULL CABLE THRU EXIST. AT&T CONDUIT
FT
-
PULL CABLE THRU EXIST. ZAYO CONDUIT
FT
191
1-4" CORE BORE
EA
-
SLACK COIL IN HH/MH
FT
100
EXCAVATE & EXPOSE
SF
50
REMOVE & RESTORE CONCRETE PAVEMENT
SF
-
REMOVE & RESTORE ASPHALT PAVEMENT
SF
-
144ct FIBER OPTIC CABLE (TOTAL)
FT
412
Know what's below,
Call before you dig,
F�0
F�0
STA 151+56 TO STA 153+47
PULL (191') OF 144ct FIBER OPTIC CABLE
THRU EXIST. ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
STA 151+25 TO STA 151+75
OPEN CUT &EXPOSE EXISTING 4 CONDUITS
REQUIRED FOR FOLDBACK SPLICE -PLACE
STEEL PLATING OVER TRENCH DURING
SPLICING WORK,
�.,_•_ �•~~- REV DESCRIPTION BY APVD DATE
08 O6 18 CITY COMMENTS MN _ _
II 4pu4 X.IIeTU —
N Pf4\niwP. TX iNII
CALL BEFORE YOU DIG PE•""""s"`r
1-800-245-4545 t.uP.r_wtl.irmw �:nnrr Fnw
a8 HOURS NOTICE REQUIRED - - - -
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
NOTE:
THESE CONSTRUCTION DRAWINGS
ARE TO INDICATE PROPOSED ROUTE,
CABLE LENGTH AND MANHOLE
LOCATIONS. EACH COMPANY WILL
HAVE SEPARATE PLANS USING
RESPECTIVE CALLOUS AND
TERMINOLOGY,
HANDHOLE/CONDUIT CONFIGURATION
4.2" HDPE CONDUITS NOT TO SCALE
1-ORANGE-CCLC(CTL)
1 -BLACK - (LV3)
1 -GREEN - (ZAYO)
1 -BLACK W/ORANGE STRIPE - (CGCG)
CTL
I 1 CTL - BLACK W/ HH
ORANGE STRIPE
1 -BLACK (LV3) ---
3 = 1 -GREEN (ZAYO)
1 -BLACK W/
ORANGE STRIPE
0
1 CTL a ORANGE
IVEDSVAipN WI TINS DDCN/ENi
rs PaoclaEiAm A'.D SwLLL I:Dr
DE usEo, cavED. PEExmoucro w+
DSCLOSED Pi N1101L Ofl �N FA4i
wnaur Nrartul corrsElrt cs cvaaEn
1 LV3 =BLACK
LE FIH (3)
1 -ORANGE (CTL)
1 -GREEN (ZAYO)
ZAYO 1CTL-BLACK W/
HH � ORANGE STRIPE
�-1 -GREEN (ZAYO)
1 -ORANGE (CTL)
1 -BLACK (LV3)
CME:
n Pxaccr
PORT PKWY. 360 NETWORK zAY2se
COPPELL, TX
PLAN SHEET
IN GXT DwFlo: nEv
ZAY29c9_FREEPORT_360-NETK'ORK_P_O11.DW,
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
STA 153+47 TO STA 156+81
PULL (3341) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
DALLAS COUNTY
COPPLLL, TX
CAUTIONl1!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION ILII
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
y
y,
x �� J
e S
`c -V �k
y1
P 1�
OR
1'
Ax
PFF
/ Q�oe , / � �r� / yJ✓
VQ
• . �1 � �� f F. yF,i� �
cis SFy,
DESCRIPTION UNIT QUANTITY
144ct FIBER OPTIC CABLE (AERIAL) FT
144ct FIBER OPTIC CABLE (RISER) FT — \\
144ct FIBER OPTIC CABLE NEW (U/G) FT 334 t�O
6M STRAND FT
1-4" GALV. U—GUARD E/W 2-1.25" HDPE FT
DOWN GUY &ANCHOR EA —
OVERHEAD GUY FT - !� 'deo
AERIAL SLACK LOOP FT
TRENCH 4-2" HDPE LF - �t
DIR. BORE 4-2" HDPE LF -
DIR. BORE 1-4" HDPE CASING LF \�/)
1-1" HDPE FT
1 -MULE TAPE FT
1.25" HDPE FT
10GA TRACER WIRE FT
_ Knowwhac5below.
3'55''X4'
36"5X4' MM H EA HH EA Call before you dig,
-
PULL CABLE THRU EXIST. AT&T CONDUIT FT - Ercr�n TAnrarmaR
PULL CABLE THRU EXIST. ZAYO CONDUIT FT 334 REV DESCRIPTION BY APVD DATE
CORE BORE EA - - - - -
SLACK COIL IN HH/MH FT - - - - - -
EXCAVATE & EXPOSE SF
FAM ArapsM
u
xma Smihi
REMOVE & RESTORE CONCRETE PAVEMENT SF - -
CALL BEFORE YOU DIG
REMOVE & RESTORE ASPHALT PAVEMENT SF - 1-800-245 -4545-
144c1 FIBER OPTIC CABLE (TOTAL) FT 334 48 HOURS NOTICE REQUIRED - - - - -
3
0
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT, WORTH
WATER, SANITARY AND STORM SEWER LINES
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
WATER, SANITARY AND STORM SEWER LINES
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT,
ITIS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR,
PxOi[DI: PROJECT CODE:
FREEPORT PKWY. 360 NETWORK
GXT
ZAY299
COPPELL, TX
PLAN SHEET
_36O1JElY/DRK_P_O12.DY1G _
'AL ISSUE OS 21 18
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE UNE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
ESCRIPTION
144ct
FIBER
OPTIC
CABLE
(AERIAL)
l
�
ly
COPPELL, TX
ZAY299
U -GUARD E/W 2-1.25" HDPE
DOWN GUY & ANCHOR
OVERHEAD GUY
AERIAL SLACK LOOP
DIR, BORE 1-4"
HDPE CASING
1-1" HDPE
1 -MULE TAPE
1.25" HDPE
10GA TRACER WIRE
PULL CABLE THRU EXIST. AT&T CONDUIT
PULL CABLE THRU EXIST. ZAYO CONDUIT
1-4" CORE BORE
SLACK COIL IN HH/MH
EXCAVATE & EXPOSE
REMOVE & RESTORE CONCRETE PAVEM5
REMOVE & RESTORE ASPF
lhhct FIBER OPTIC CABLE
UNIT � QUANTITY
317
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
_d 0
Know what's below.
Call before you dig.
317
STA 156+81 TO STA 159+98
PULL (3171) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
DALLAS COUNTY
COPPLLL, TX
�y5
CALL BEFGRE YGU DIG
— 1-800-245-4545
317 48 HOURS NOTICE REQUIRED
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION II!!
CONTRACTOR TO LOCATE &
/ VERIFY ALL EXISTING UTILITIES
/ O PRIOR TO CONSTRUCTION
6'x6'
6
LQ
x
14
� E
/�� ly\
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT. WORTH
WATER, SANITARY AND STORM SEWER LINES
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
WATER, SANITARY AND STORM SEWER LINES
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
r+maHo � REV DESCRIPTION BY APVD DATE Pxaca: PRaECr cooE:
FREEPORT PKWY. 360 NETWORK
ee...:a,xviss
t,.:.es�us,u
T.LLP.L f tZhIra l NUMNr: F1300
�
ly
COPPELL, TX
ZAY299
nnE:
PLAN SHEET
—
InToawlron a: ms oocwDlr
R PP ElM XV 5H/.D, , 'T
W USED, CWED. PtPRJIXKED on
asaosco IN mart c 11 PX4T
mD, T MUDI Co SDa cF umaEx
DRAWN GXT
ZAY299-FREEPORT-360-NE!IItlRK-P-013.DWG
ntv
_
_
_
_
_
APPV _
—
—
—
—
SHEET 013 OF 021
APPROVED ORIGINAL ISSUE O5 21 18
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
UNIT
QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
-
144ct FIBER OPTIC CABLE (RISER)
FT
-
144ct FIBER OPTIC CABLE NEW (U/G)
FT
356
6M STRAND
FT
-
1-4" GALV. U -GUARD E/W 2-1.25" HDPE
FT
-
DOWN GUY & ANCHOR
EA
-
AERIAL SLACK LOOP
FT
-
TRENCH 4-2" HDPE
LF
-
DIR. BORE 4-2" HDPE
LF
-
DIR. BORE 1-4" HDPE CASING
LF
1-1" HDPE
FT
-
1 -MULE TAPE
FT
-
1.25" HDPE
FT
_
10GA TRACER WIRE
FT
-
36"X60"48" HH
EA
-
3'X5'X4' MH
EA
-
PULL CABLE THRU EXIST, AT&T CONDUIT
FT
-
PULL CABLE THRU EXIST. ZAYO CONDUIT
FT
356
1-4" CORE BORE EA -
SLACK COIL IN HH/MH FT -
EXCAVATE & EXPOSE SF -
REMOVE & RESTORE CONCRETE PAVEMENT SF -
REMOVE & RESTORE ASPHALT PAVEMENT SF -
144ct FIBER OPTIC CABLE (TOTAL) FT 356
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY fOPPELL, TX , \ /\A
E
a
9 y'
y1 SGP
�1
STA 159+98 TO STA 163+54 / E
PULL (356') OF 144ct FIBER OPTIC CABLE y, 6 \pxpp/
THRU EXIST, ZAYO CONDUIT AND c
REMOVE 1-144 FIBER OPTIC CABLE G exp
O�
O
�y
G
/ jyl
O � �
G
y,
is
J
O � /
79
6�
Know what's below .
Call before you dig.
1
IIl0 rfaP1 XI S.11<{1}
nNha\rAwti Tr llal
CALL BEFORE YOU DIG P'•'"4f°"'•'I0
1-800-245-4545T.RP.r_Rr,NI rir b8N%mkrz Fvlm
48 HOURS NOTICE REQUIRED
/
/
DESCRIPTION
g6,
5 P1�
1�
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING.
\S1! CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT, WORTH
WATER, SANITARY AND STORM SEWER LINES
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
WATER, SANITARY AND STORM SEWER LINES
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR
BY APVD DATE
PROJECT:PROJECT
PKWY. 360 NETWORI<��r�r��
® COPPELL, TX znrze9
PLAN SHEET
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It
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS I COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE UNE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET I
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
144ct
FIBER
OPTIC CABLE
(AERIAL)
144ct
FIBER
OPTIC CABLE
(RISER)
144ct
FIBER
OPTIC CABLE
NEW (U/G)
6M STRAND
1-4"
GALV, U -GUARD E/W
2-1.25" HDPE
DOWN
GUY &
ANCHOR
TRENCH 4-2" HDPE
DIR. BORE 4-2" HDPE
DIR. BORE 1-41' HDPE
1-1" HDPE
1 -MULE TAPE
1.25" HDPE
10GA TRACER WIRE
3'X5'X4' MH
PULL CABLE THRU EXIST. AT&T CONDUIT
PULL CABLE THRU EXIST. ZAYO CONDUIT
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
UN -
sµ'I'
FT - (n
EA
FT
LF
_ /
-
- i
-
LF -
IX1
SLACK COIL IN HH/MH FT
EXCAVATE & EXPOSE
IT QUANTITY �0
FT CID
FT 444
FT
SF
REMOVE & RESTORE CONCRETE PAVEMENT SF
REMOVE & RESTORE ASPHALT PAVEMENT SF
144ct FIBER OPTIC CABLE (TOTAL) FT
DALLAS COUNTY
COPPLLL, TX
CAUTION!!I
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING.
STA 163+54 TO STA 187+98 � �
PULL
O
(444') OF 144ct FIBER OPTIC CABLE ' ^ . > L
THRU EXIST, ZAYO CONDUIT AND Q i Z
1
REMOVE -144 FIBER OPTIC CABLE Q 0
U
v U
G
i
N �
_ Know, wha`t's beellowr
Call before you dig.
— ExcelEm►ic wRlwclDlc
444 REV DESCRIPTION BY APVD DATE
IINP �.1nprM Nu4tArc{]!
CALL BEFORE YOU DIG
1-800-245-4545 rner_N:.'i'.irr mwa,e,r: &92M,xa
444 48 HOURS NOTICE REQUIRED - - -
D
.—�--- — PROP. WATER LINE
:. SEWS
�R W �E E.
0
�E
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
k`
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT, WORTH
WATER, SANITARY AND STORM SEWER LINES
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
WATER, SANITARY AND STORM SEWER LINES
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT,
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR,
PNaccr
PORT PKWY. 360 NETWORK
nso.¢vnrpN wl rws DocvvEert
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_ ZAY299_FREEPORT_360_NET11'ORH_P_015.DWG -
5 OF 021 APPROVED ORIGINAL ISSUE 05/21/18
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE U
OF DRAWINGS THAT THE NE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
�E-
— —E—
E wa E E
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DESCRIPTION
1-4" CORE BORE EA —
SLACK
UNIT
QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
—
144ct FIBER OPTIC CABLE (RISER)
FT
—
144ct FIBER OPTIC CABLE NEW (U/G)
FT
590
6M STRAND
FT
—
1-4" GALV, U—GUARD E/W 2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
OVERHEAD GUY
FT
—
AERIAL SLACK LOOP
FT
—
TRENCH 4-2" HDPE
LF
—
DIR. BORE 4-2" HDPE
LF
—
DIR. BORE 1-4" HDPE CASING
LF
1-1" HDPE
FT
—
1 —MULE TAPE
FT
—
1.25" HDPE
FT
—
10GA TRACER WIRE
FT
—
36"X60"48" HH
EA
—
3'X5'X4' MH
EA
—
PULL CABLE THRU EXIST. AT&T CONDUIT
FT
—
PULL CABLE THRU EXIST. ZAYO CONDUIT
FT
590
COIL IN HH/MH FT —
EXCAVATE & EXPOSE SF —
REMOVE & RESTORE CONCRETE PAVEMENT SF —
REMOVE & RESTORE ASPHALT PAVEMENT SF —
144ct FIBER OPTIC CABLE (TOTAL) FT 590
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
54' RCP
DALLAS COUNTY
COPPELL, TX
STA 163+54 TO STA 167+98
PULL (590') OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1.144 FIBER OPTIC CABLE
3\
CALL BEFORE YOU DIG
I-000-245-4545
40 HOURS NOTICE REQUIRED
IIH fi.t.lnp4 N.W. SMle�it
RkY.Nuti TC ISMI
PIne:IN.Yf.1161
P.a: blJlISIN
T.LLP.L 14�Inn1iM \1Mar: F11i0
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u
,� W
FREEPORT PKWY.
(CONCRETE)
Oa
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT. WORTH
WATER, SANITARY AND STORM SEWER LINES
i
' CAUTION!!!
3 EXIST, BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER 81 STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT Z
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
W
SCALE t"=40'
CAUTION !III
/ W CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
a'L^ PRIOR TO CONSTRUCTION
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Call before you dig.
WATER
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
, SANITARY AND STORM SEWER LINES
REV DESCRIPTION BY APVD
DATE
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
Pxweer cone:
FREEPORT PKWY. 360 NETWORK znvzee
COPPELL, TX
PLAN SHEET
ec usco, croco. RCPmia,cco uR IAPPV — I<nl<oo_inur vnl_.:vv nu nvnn_ _vro.wro _
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NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR, IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
DESCRIPTION � UNIT � QUANTITY
144ct FIBER OPTIC CABLE (AERIAL)
FT
-
144ct FIBER OPTIC CABLE (RISER)
FT
-
144ct FIBER OPTIC CABLE NEW (U/G)
FT
529
6M STRAND
FT
-
1-4" GALV. U -GUARD E/W 2-1.25" HDPE
FT
-
DOWN GUY & ANCHOR
EA
-
OVERHEAD GUY
FT
-
AERIAL SLACK LOOP
FT
-
TRENCH 4-2" HDPE
LF
-
DIR. BORE 4-2" HDPE
LF
-
DIR. BORE 1-4" HDPE CASING
LF
1-1" HDPE
FT
-
1 -MULE TAPE
FT
-
1.25" HDPE
FT
-
10GA TRACER WIRE
FT
-
36"X60"48" HH
EA
-
3'X5'X4' MH
-
PULL CABLE THRU EXIST, AT&T CONDUIT
-
PULL CABLE THRU EXIST, ZAYO CONDUIT
529
1-4" CORE BORE
ISF
-
SLACK COIL IN HH/MH
-
EXCAVATE & EXPOSE
-
REMOVE & RESTORE CONCRETE PAVEMENT
-
REMOVE & RESTORE ASPHALT PAVEMENT
SF
-
144ct FIBER OPTIC CABLE (TOTAL)
FT
529
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
CALL BEFORE YOU DIG
1-800-245-4545
a8 HOURS NOTICE REQUIRED
DALLAS COUNTY
COPPLLL, TX
STA 173+88 TO STA 179+17
PULL (529) OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
FREEPORT PKWY.
(CONCRETE)
NOTE:
CONTRACTOR MUST MAINTAIN 3' SEPARATION
FROM ALL CITY OF FORT. WORTH
WATER, SANITARY AND STORM SEWER LINES
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CAN, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
NOTE:
CONTRACTOR MUST MAINTAIN 2' SEPARATION
FROM ALL CITY OF ARLINGTON
WATER, SANITARY AND STORM SEWER LINES
Know what's below.
0211 hefore you dig.
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
ITIS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
"�iBx C0N1�0R _ Pxa[cr: PRaccr caa:
REv DESCRIPTION BY APVD DATE FREEPOR7 PKWY,
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ZAY299
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SHEET 017 OF 021
APPROVED ORIGINAL ISSUE OS 21 18
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPLLL, TX
STA 179+17 TO STA 184+47 \pGQ`�
�— PULL (530') OF 144ct FIBER OPTIC CABLE
O THRU EXIST, ZAYO CONDUIT AND O\
i- REMOVE 1=144 FIBER OPTIC CABLE �G
w
w
Cn
W
W
(0
180+00 �� � � � � � � � � � �
181+00 1 +00 _ — — _
.............................................................1.1...11.......... 3+00
...........................................................................................................................1111........................... ------ 184+00
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT Z
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
SCALE 1"=40
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
144ct FIBER OPTIC CABLE
144ct FIBER OPTIC CABLE NEW (U/G)
6M STRAND
1-4" GALV. U -GUARD E/W 2-1.25" HDPE
DOWN GUY & ANCHOR
DIR. BORE 4-2" HDPE
DIR. BORE 1-4" HDPE
1-1" HDPE
1 -MULE TAPE
1.25" HDPE
10GA TRACER WIRE
PULL CABLE THRU EXIST.
SLACI< COIL IN HH/N
EXCAVATE &EXPOSE
44ct FIBER OPTIC CABLE
UNIT I QUANTITY
530
530
CALL BEFORE YOU DIG
— I-aoo-zas-rias
530 48 HGURS NOTICE REGUIRED
Lu
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2
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N
ti
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ao
a
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CB�� before you dlg.
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR,
rxarcr: rawcci moe:
REV DESCRIPTION RY APVD DATE FREEPORT PKWY,
u>•s nnowV �•.4 s.wem
aa.ti.. nxrw:
®
360 NETWORK
COPPELL, TX
ZAY299
PLAN SHEET
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-
_
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS I COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
D
Ll
Ll
2
Ll
W
0
QO
N
00
F—
w
z
J
U
DESCRIPTION
CONTRACTOR:
IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
185+00 186+00
UNIT I QUANTITY
144ct FIBER OPTIC CABLE
(AERIAL)
FT
—
144ct FIBER OPTIC CABLE
(RISER)
FT
—
144ct FIBER OPTIC CABLE
NEW (U/G)
FT
529
6M STRAND
FT
—
1-4" GALV. U—GUARD E/W
2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
OVERHEAD
GUY
FT
—
AERIAL SLACK LOOP
FT
—
TRENCH 4-2" HDPE
LF
—
DIR. BORE 4-2" HDPE
LF
—
nIR nr1RC 1-d" wnPF recwr.
I
LF
1—MULE TAPE
7.25" HDPE
tOGA TRACER WIRE
36"X60"48" HH
3�WX4' MH
SLACK COIL IN HH/MH
EXCAVATE &EXPOSE
REMOVE & RESTORE CONCRETE PAVEMENT
REMOVE & RESTORE ASPHALT PAVEMENT
144ct FIBER OPTIC CABLE (TOTAL)
529 0
CALL BEFORE YOU DIG
— 1-800-245-4545
48 HOURS NOTICE REQUIRED
DALLAS COUNTY
COPPLLL, TX
STA 184+47 TO STA 189+76
PULL (529') OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
187+00 188+00
FREEPORT PKWY.
(CONCRETE)
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER 8 STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
Know what's below,
0811 before you dig.
NOTE;
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION,
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
Ma,E �
ra�M � REV DESCRIPTION BY APVD DATE FREEPORT PKWY. 360 NETWORK �
0 COPPELL, TX zAY299
11w an A..P.w Rr4RMrcfss — — — PLAN SHEET
R44Nra TC tf011 — —
ly
RO-OWtOR ON MS DDauurt DRAWN GXT owv xo: n
TIIP.L Re{LI YY.Men F11M — — — — — 5 y WT ZAY299}itEEPORT_360—lETWORK�_OI9.DHG —
K u , carom. Rcarowicm M APPV —
mr wwrtv+ca:surtm0r Pcwrn SHEET 019 OF 021 APPROVED ORIGINAL ISSUE 05 21 18
m.
NOTE:
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET /
COUNTY ROAD INTERSECTIONS,
DESCRIPTION
144ct FIBER OPTIC CABLE
CONTRACTOR:
ITIS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR
48 HOURS PRIOR TO START OF CONSTRUCTION
DALLAS COUNTY
COPPLLL, TX
STA 189+76 TO STA 195+06
PULL (530') OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND
REMOVE 1-144 FIBER OPTIC CABLE
CAUTION!!I
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
N
O
190+00 191+00
I I 192+00 193+00 LL]
144ct FIBER OPTIC CABLE NEW (U/G)
6M STRAND
1 -4" GALV. U -GUARD E/W 2-1.25" HDPE
DOWN GUY & ANCHOR
DIR. BORE 4-2" HDPE
DIR. BORE 1-4" HDPE
1-1" HDPE
1-MVLG Ir�rr
1.25" HDPE
tOGA TRACER WIRE
PULL CABLE THRU EXIST.
PULL CABLE THRU EXIST.
1-4" CORE BORE
SLACI( COIL IN HH/MH
EXCAVATE & EXPOSE
ra
1
CABLE
PAVEMENT
UNIT I QUANTITY
7i
F
FREEPORT PKWY.
(CONCRETE)
— momma o aNTPACM e
530 REV DESCRIPTION BY APVD DATE
zayof
IIHI xAnpi. Pro GluiU — — — —
CALL BEFORE YOU DIG ^°""fJ4LS6
- 1-800-245-4545 t.U.�.1_Pei4ln.b. MnOrr. FAN
48 HOURS NOTICE REQUIRED — — —
P�ih�scP
Know what's below.
Call before you dig.
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR,
raoxcr cac:
FREEPORT PKWY,
360 NETWORK zAY2ee
COPPELL, TX
PLAN SHEET
a PROP"E`w"' "'° � NOT ZAY299}TIEEPORT_3601JETWORK�_020.0 -
a uun, covco. �scAaauw ort APPV —
mnu�ur���+ma�rsort�� ��+ SHEET 020 OF 021 APPROVED ORIGINAL ISSUE 05/21/18
NOTE: CONTRACTOR: D A L L A S COUNTY
FOR LINES CROSSING STATE HIGHWAYS OR ROADS, CROSSING INTERSECTING IT IS YOUR RESPONSIBILITY TO CALL THE TxDOT INSPECTOR '
STREETS / COUNTY ROADS, OR PASSING THROUGH THE PROTECTED ROOT AREA OF 48 HOURS PRIOR TO START OF CONSTRUCTION C 0 P P E LL, TX
DESIRABLE TREES, IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE I
OF DRAWINGS THAT THE LINE WILL BE INSTALLED BY CONVENTIONAL DRY AUGER
BORE UNLESS OTHERWISE APPROVED BY A TxDOT ENGINEER OR INSPECTOR. IN
ADDITION, CASING SHOULD BE SHOWN UNDER HIGHWAYS AND PAVED CITY STREET/ '
COUNTY ROAD INTERSECTIONS,
STA 195+06 TO STA 197+00 I
PULL (194') OF 144ct FIBER OPTIC CABLE
THRU EXIST, ZAYO CONDUIT AND I
REMOVE 1=144 FIBER OPTIC CABLE I
STA 197+00 I
EXIST, ZAYO HH
O PLACE 100' SLACK COIL I
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W
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LLI 196+00 197+00
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I DESCRIPTION I UNIT I QUANTITY
144ct FIBER OPTIC CABLE (AERIAL) FT —
I YYI:I ripGR Vrlll. l./ipLL kRIJLR) —
144ct FIBER OPTIC CABLE NEW (U/G) FT
CALL BEFORE YOU DIG
1-800-245-4545
48 HOURS NOTICE REQUIRED
REV DESCRIPTION BY APVD DATE
IIH Pan. aAma X7M I
Gee.0
Ane:MLLSIIN — — —
ay —
mbntnW1glSSIN —
T.LLP.LPaYaMan F11M
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
198+00 \ 199+00
FREEPORT PKWY.
(CONCRETE)
PPOJECT: PNOJ[CT CODF.
FREEPORT PKWY. 360 NETWORK znY2se
COPPELL, TX
GXT
PLAN SHEET
194
6M STRAND
FT
—
1-4" GALV. U—GUARD E/W 2-1.25" HDPE
FT
—
DOWN GUY & ANCHOR
EA
—
OVERHEAD GUY
FT
—
AERIAL SLACK LOOP
FT
—
TRENCH 4-2" HDPE
LF
—
DIR. BORE 4-2" HDPE
LF
—
AR. BORE 1-4" HDPE CASING
LF
1-1" HDPE
FT
—
1—MULE TAPE
FT
—
1.25" HDPE
FT
—
tOGA TRACER WIRE
FT
—
36"X60"48" HH
EA
—
3'X5'X4' MH
EA
—
PULL CABLE THRU EXIST. AT&T CONDUIT
FT
—
PULL CABLE THRU EXIST, ZAYO CONDUIT
FT
194
1-4" CORE BORE
EA
—
SLACK COIL IN HH/MH
FT
100
EXCAVATE & EXPOSE
SF
—
REMOVE & RESTORE CONCRETE PAVEMENT
SF
—
REMOVE & RESTORE ASPHALT PAVEMENT
SF
—
144ct FIBER OPTIC CABLE (TOTAL)
FT
294
CALL BEFORE YOU DIG
1-800-245-4545
48 HOURS NOTICE REQUIRED
REV DESCRIPTION BY APVD DATE
IIH Pan. aAma X7M I
Gee.0
Ane:MLLSIIN — — —
ay —
mbntnW1glSSIN —
T.LLP.LPaYaMan F11M
CAUTION!!!
EXIST. BURIED FIBER, TELEPHONE, CATV, GAS, ELECTRIC, WATER,
SANITARY SEWER & STORM SEWER FACILITIES IN CONSTRUCTION AREA
AND HAVE NOT BEEN FIELD LOCATED, CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH PRIOR TO ANY DIGGING AND/OR BORING,
CAUTION 1111
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
198+00 \ 199+00
FREEPORT PKWY.
(CONCRETE)
PPOJECT: PNOJ[CT CODF.
FREEPORT PKWY. 360 NETWORK znY2se
COPPELL, TX
GXT
PLAN SHEET