Fiberlight-PT091214A copy of the approved permit must be on the job site at all times.
CC: Applicant ~ ~ D ~ 0
Public Works
Permit File
Orig. to Project File .~~~ ,
(~
H E C I T Y O F
OPPELL Page 1 of 4
Rev. 11 /07
~ r ~~ ~ - o ~
F x 9
"' s a ;-~~-~ 9A11:1~ R
S ~-° RIGHT-OF-WAY USE PERMIT APPLICATION
Permit valid for 90 calendar days from date of approval
Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd.
Date of Submittal: Applicant's Job # /Work Order #
PERMIT FEE: $100.00
(No charge to Utility Companies with approved Franchise/ROW Use Agreement)
Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Y N
^ Plans provided and approved
(Erosion Control/safety fences must be installed prior to beginning work)
Project Name / Location: G ~/ ~i «n-~ ~(~, ~ ~r' ~ I SDu !`~~~ ,~Q7,~~,r-
General Contractor: _ T c,~,-~~.i,r~~~~,pc07,,~ Contact # ~: (u q ~~p
~1-Q--
Permit issued to Company /Representative: ~ 9eY •.~-
Address: / - ~ t
C ~~>~ T:(~ 7 so ~ i
Telephone #: ~ /,tr '~!~/~~ Emergency Telephone # SRrn e
Utility Company Represented:
^ Oncor Electric Delivery ^ Atmos Energy ^ Verizon ^ SBC/ AT&T
^ Time Warner Cable ^ CoServ Electric/Gas Other ~6~uy~.f
Ge//~ eral Description of Work (provide four [4J sets of plans): In accordance with Ord. No. 2001-944.
Estimated Start Date /a ~_ Estimated Completion Date* ,;
* Completion requires submittal of Completion Verification Notice (see page 4)
Was contact made with City and/or utility companies to locate existing utilities?
if NO, Reason: YES ® NO ^
- Is removal of existing streets, alleys, or sidewalks necessary? YES ^ NO
if YES, must have City inspection prior to concrete replacement
Lines must be buried underground at the following
locations: W. Bethel Rd at Royal Ln; W. Bethel Rd
between Royal Ln and Freeport Pkwy; Southwestern
Blvd at S. Coppell Rd; and Denton Tap between
Braewood and Sandy Lake Rd.
Minirrium clearances as prescribed by either state lavr or
Right-of--Way Use Permit Application Oncor regulations on sa and r
9 po.e connections with no Page 2 of 4
wires being lower than 12 feet.
Representative(s) of the Contractor must adhr orrnew rpoles will be~nsalled ing line configuration.
includes but is not limited to: Erosion Control Ordinance, compaction requtreoie,u, ~uG..~~~y ~~,,, may boe ~equired at
the applicants expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices.
Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage,
vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972-462-5155.
Any excavation requiring closing of a street/alley must be reported prior to closing to the following:
Police Department @ 972-304-3600
Fire Department ~ 972-304-3500
Street Department Q 972-462-5150
Engineering Department @ 972-304-3679
Attach barricade plan /trench safety plan if a lane or street closure is required.
NOTE: Street closures are allowed from 9:00 a. m. until 3.00 p m ONLY unless otherwise approved by City
Engineer.
- Attach Work Order (franchise only) and/or 4 sets of prints showing proposed work.
I Contacts must be made to locate existing utilities 48 hours prior to beginning work
(Application with original signatures should be submitted to the Engineering Department before approval.)
Signatu of Utilit Com c~
Y y Representative Printed ame Da e
_1'' ~ ;~ ~-t''
Signature of Cont ctor Representative
9 ) ~~~ ,p
~ / v i AO .; 7 G~ ~ ~ +9 ~ Gt
Printed Name
Date
n
y Representative
Comments:
Printed Name
Z O
ae
(~ i~uvl r' ~-~ u 1 4S`ti ~l , ~~1 iV ~i_T1`zti ~ S.~I~.~C~' ~~4[.t~~ lct ~ ~c.0~n~"f~~•n
- NOTE: Notify City Inspector at 972-304-3679 prior to beginning work and prior to
backfill for concrete, trench, datch and open pit inspections. Backfill must meet
all construction standards approved by the City of Coppell.
Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim,
demand or cause of action that may be made or come against it by reason of or if any way arising out of the
closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City,
if such permit is granted.
TIPIC AL
w STREET
a
ALL STREET HORES
RE PERPENDICULAR
TO THE CURBS.
TTPICAL TRENCH DETAIL
StF}ET
OW
\ ROUTE DEFlNITICNV
rmESTAY \\V/,
<--~+oqn eaR~ nc
u/c Rau>t~
TYPICAL ALLEY PLACEMENT
---CATV-
LOT I LOT
EXIJ-NG UTtUl1E5 ANp UNDEHGR~}JNp FaCSU 11E5 INOICAiEp
ON THESE: PLANS HA1f 9EEN ICCATETI FROM REFER.ENt,E
INFORtdd?1DN +1 SNALI pE niE RE5P~xV991lITY OF THE
CCN TRdCTOP, TD YeRIFY BDTH HORIEC~dTALLY AND VER'7CALLY
THE LOCALION OF AU_ Ek~ST!NG UTlIl1'tE5 ANp UNpERGRCUND
F.gpLfT1€5 PRiDR TO CUNSTRUCP.GSN, TO Taf(E NECESSARY
PP,ECAUilONS IN p'iDER !0 RRUTECT au, FapLTlES
ENCIXJNTERED. THE CONiRACTDR SHaLL PRESER1f AND
PROTECt AID. EXISTING UflLITiES FRC~I pAUACE DURINL'
CDfdSTRUC?1GN.
TRACTOR LS RESPONSIBLE
CONTACTUiG THE
ROPRiATE TXDOT OFFICE NO
i THAN d8 HOURS PRK)R TO
INNING WORK. ALL BORES
LL BE pCCOMPLISNEO WITH ~
AUGER BORE, UNLESS
ERWISE APPROVED BY A
)T INSPECTOR, SUPERVISOR
*NOTE*
FOR PERNIT PURPOSES ONLY.
CALL FOR UTRITY LOCATES
PRIOR TO DIGGING.
G V HIL TON 1053-060
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EXISTING UTILfTIES AND UNDERCkOUND FACIUTIES INOICATEY?
ON THESE PLANS HAbE BEEN LOCATED FROM REFEP.ENCE
INfJC?MATION. iT SHALL BE THE RESPGNSIBlLI(1` OF THE
GONTRACTDR TO YEPoFY BOTH Hi7,RIZUNTAUY AND `aFR11CALLY
THE LOCATION ~ ALL fX35nNG UTILITIES AND 'JNCERG770UND
~~PIll1tE'! PRIC2 TO CON9TRUCirtIN. TO TRKF NEr,E_'SSARY
~, ri ~-;
woTE:
ONTRACTCTt IS RESPONSIBLE
FOR CONTACTpIG THE
APPROPRIATE TIfDOT OFFICE NO
LESS THAN 48 HOURS PRIOR TO
BEGINNING WORN. ALL BORES
SHALL BE ACCOMPLESHED WITH A
DRY AUGER BORE, UNLESS
THERWI5E APPROVED 8Y A
XDOTINSPEC7OR,SUPERVISOR
R ENGINEER,
GV HlLTON ~ 054-060
~NOTE~
FOR PERMIT PURPOSES ONLY.
CALL FOR UTtUTY IACATES
PRIOR TO OICpNG.
L-
H.
w STREET
N
ALL STREET BARES
RE PERPENDICULAR
TO THE CURBS,
cNADE
TYPICAL TRENCH OETIJL
>~
srt~Er cu
~~
ow
R\OUT/E DEFlNITION
rmESr+c~ \\ V /,
(+-AO/D BONE 11C
U/O NOUIi~
LOT ~ LOT II
L__
w STREET
a
r r-
w
TYPICAL TRENCH DETAIL
LAI.I STREET HARES
ARE PERPENBTCULAR
TA THE CI~BS.
i-SIPEET CRd17E
sir
,~
ow
\ ROUTE DEFlNI'DON
PmESrAI' \\\~//J,
<---Row ear+E nc
u/c RanE--~
TYPICAL ALLEY PLACEMENT
1. I _.---
LoT ~ LoT
Ek7STING UTIU7IES AND UNOERGROUNp FAClLI11ES INDICATE(:
GN THESE PLANS HAVE BEEN L~ATEG r?{Okl REFERENCE
iNF•OR~iAION. IT SHALL BE ME RESPCi+SIBIUTY OF THE
CCNif!ACTDR TO bERIFY BDh! FS="~(21ZONTAIl.Y ANC YER'rCAilY
THE I.CCA?tON CF ALL F%IS^NG U'RtIT!ES AND UNDERGROUND
FAGllP.ES pRfCR TG CCd~lS1RfAP~ON~ i0 TAKE NECESSARY
^F "" - ' ° A' L t Aglf TIES
d ; ~~ _ '~'r?ES~PUE AND
TRACTOR IS RESPONSIBLE
CONTACTING THE
tOPRIATE TXDOT OFFICE NO
i TNAH 48 HOURS PRIOR TO
NNiNG WORN. ALL BORES
LL D£ ACCOMPUSHE6 WRM A
AUGER BORE. UNLESS
ERWISE APPROVED BY A
DT IFISPECTOR, SUPERVISOR
*NOre*
FOIL PEfMtIT PURPOSES ONLY.
CALL FOR UTILITY LOCATES
PPoOR TO DVGGINC.
G V H1L TON 1054-059
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ExlsTiNG UTiLI~I?ES
EXISTMC U~pl1T~ES ANO UNDERGROUND F.4pLlTIES INDICATED
ON THESE PLANS HAVE BEEN LOCATED FRgN REFERENtk
INFOR^~AiION. IT SHALL BE THE ftESPONSiAILiTY Cf THE
CCrttTRACTOR i0 VERIFY 80TH HORIZONTALLY AND VERTICALLY
THE LOCA110N OF ALL EX!STiNC UTILITIES AN6 UtdDERGRCt~ND
FACiLITI£S PRIOR TO CUNSTRUC?IGN, TC TAKE NECESSARY
FRF'`:;"'.UT+`: IN ORfjE? r.~ pRC1 (*,"T AI 1.:An'. T~E~.
a
OTE:
CONTRACTORIS RESPONSIBLE
OR CONTACTING THE
APPROPRIATE T7(DOT OFFICE NO
ESS THAN 4B HOUR3 PRIOR TO
EGINNING WOR%. ALL BORES
SHALL BE ACCONPLI5HE0 WITH
RY AUGER BORE, UNLESS
THERWISE APPROVED BY A
XDOT .N'S ',.*r, ~, SUPERVKOR
R EN ~~~'-F,.~,..,._,...
*NOTE*
FOR PERNII PURPOSES QI'4Y.
CALL FOR UTILITY LOCATES
FRIOR TO D1GpNG.
GV HILTON 055-059
w STREET
o!
~ ~--
--
.L STREET BORES
2E PERPENDICULfVt
TD THE CURBS.
CRAOE
TYPICAL TRENCH DETAIL
STREET
1'
ow
~ RouTE oEfTNmoN
P®EBTA~ \\`~///
/ <~-ROM BORE TIC
U/O AOUh-'
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LOT I LOT
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LOVER E'OIER A10 Grv
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IAVEN NU AI® CATV
LOVER FDiBt ANO arv
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V1 ~ ATTACK IE' AIWE CATV
GV HILTON 056-059
EXIS?1NG U1}LITIES ANp UNDER(~EOUND FAgUTIES INDICATEp
qJ THESE PLANS HAVE DEEN LJCATEp FROM REFERENCE
INFfJRfaAIItNi. CT SYAI,L 8E THE RESPCWSiSILITY OF ME
GGNTRAtiTfSE 76 VERIFY BCTH HORIZa'JTALLY AND VERTICALLY
THE LGCAACN OF ALL E%ISTtNG Ui!lI71ES AND UHCERCR~ND
F'AgLITIES PAit3R Tn C9PV~;1RL'CT;6N, TO TAKF. N=Ce'SSARY
LNC:
74C.P. ,
C'Y„....
NGTE:
CONTRACTORISRESPONSIBLE
fOR CONTACTING THE
APPROPRIATE TXDOT OFFICE NO
LESS THAN iS HOURS PRIOR TO
BEGINNING WORK. ALL DORES
SHALL 8E ACCOMPLISHED WITH A
DRY AUGER 80RE, UNLESS
OTHERWISE APPROVED BY A
T%DOT INSPECTOR, SUPERVISOR
OR ENGINEER.
*NGTE*
FOR PEI~fIT PURPOSES ONLY.
CALL fOR UTILITY LOCATES
PRIOR TO gGgNC.
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P
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-~..--.~~-.it 4~
l0T I LOT II
REVISIONS
L__
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w STREET
w
o=
N
ALL STREET BARES
RE PERPENDICULAR
7D THE CURBS,
gEAAE
TYPICAL TRENCH DETAIL
' T&E X'AAMER
5fREET
I' ~
ROUTE pEFlNITION
PDIEEST~ \\\~///,
C~110AD BORE TIC
U/G RW~
TYPICAL ALLEY PLACEMENT
T~ E I
~~-:~
~L;%
TRAFFIC CONTROL PLAN - COPPELL - FIBERLICiHT - GV HILTON -ENCHANTED WAY TO IH 635
LEGEND
Type I[I Barricade _ Channelizing Devices 'R ~j Flag
' ~~
I '~ ~
Trailer Mounted Portable Changeable M
Flashing Arrow Panel 'I - 1 Message Sign
Flagger Sign Post t.~~
AERIAL
UNDERGROUND ~ ,~p~:~~-.
CW?0-I D 2
a
4R"X48" Y
(FLAGS-SRG NDTGq ~. m
ROAD a
END WORK 3 END
AHEAD
'ROAD WORK
w 'ROAD WORK
G20-'a 1 \
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DW
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-
W
U - ~t~"__aa.a rra w~.a~w•"_ .-. ~aa ,
W
u - - . _
- - - - _
- - W BETHEL RD 40 MPH ~
-
N - - _
- - - - - _
--
._
----~ x
U
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3 ~
/t
ROAD
WORK
nHEAn
cwzal D
4R" X 48"
to AGS src Nom I I
GENERAL NOTES:
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate tcnn situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is aspccially imp<rrtant
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feel is recommended. The 10 foot
channclizing dcvicc spacing rccommcnda[ion is intended for the area
of conflicting information and not the entire work zone.
;ISIING UTILITIES
E%dai v UPJnE5 toNC UNJEr+CrnG=y rACILTSlND1GATEG
U`~ ~ 5n RL P;S H . Br CN r.CCA~~ ROm R"'~'~RENCE
INS RMAPCN I? Sr~a~. B~ 2ri RESPCNS~BiuTY r irlE
CDR. tA:; iCR i0 vERIFY BCPt+ HC1it7UNTAiLY ANC VEEiTtCA:Lr
':';E LccAncN cF AL,. E%;sn,;c un:.~nes AND utaGERGRCx;?~~
fA;,;-.; 1TE$ ?Rl~i YU LCNSPR:ICTIGY~, TO TAK' N=C,ESSARY
PRECd.UIIUNS IN ORCrR TD PRU'-CT .ALL r-RC7LInES
ENCGGNTLftED. htE CQNtRACTOR SHALL PR£ScRVT_ ANU
?ftCiF.CT Rti Ex7GnNC UrP~t1ES r~20~4 DRM AGE DURING
CCNS.2UC LION.
TYPICAL ALLEY PLACEMENT
CONCRHE EDGE
LOT LOi
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV H]LTON SH. l OF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL STREET BORE
L-
F
w STREET
lY
H
N
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
SiREEi G11AOf
~~ 19p 2~
TYPICAL TRENCH DETNL
zap
marenonoe,wo
ttPICAL STREET ROW PLACEMENT
SfRF~ QIRB
,`
\ ROUTE DEFINITION
PECeSiei~ \\V/~
,~ 11 ~~n'unu uee i~~
sir. vc;ur¢ J
EQUIPMENT DEFINITION
V` sPUness
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('f~ CU9rOMEPSI
I~,\
P
M
~MPLi~itk
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Ly
TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type IB Barricade Channelizing Devices =~ Flag
I~'
Trailer Mounted Portable Changeable M
Flashing Arrow Panel ',- ppl '~ Message Sign
Flogger ~ ~', Sign Post
AERIAL ~~~
UNUER (iROUNU ~ukfx'•. ...
DW
yw WlJwua~lLLlwwt...wWw~ia.~w•••W•--t'--YJ~,jF~M+~~x~a--a Ma w.~'--• N
......WwIJ1~La+t~
W
.. W
N
~ W. BETHEL RD. 40 MPH
x =
U _-- CJ
~ ___._ ___ __-__ __ - E
GENERAL NOTES:
1. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than Iwo weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indica[ed.
length per lane.
6. Far intctmcdiatc term situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as whcro traffic is
directed over a double yellow centerline. In such locations a maximtnn
channcli'cing device spacing of 10 feet is recotmnended. The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and nor the entity work zone.
ezis¶NC unu~iEs
EXYST~NG U(lU'ES AND UNDERGROUNG EACIUPES ENDICAIF.D
ON THESE PLANS iiAkE SEEN LGCA'E"u `ROS4 RF"r"cRENCE
iNFOR'nrA710N. !T SF.ALI. 9r T?IE RESPONSIHIl;T?' ^,.rr i}IE
CON TRACTOR Ttl VERIFY 20T}{ iiORiZONTALLY AND 4ERT!CAilY
THE i OG4"UN ~ Aii ERIS?'NG 'c^~.U?TES ANO UP30£RGRCUNO
F,4Git1TLFS PR10R 70 CI~jISTRUCt10'i, LO TAKE N°CESSARY
PRECAUPUNS !N ORDER .C PRr3TECi ALL EAC',tlTIES
ENCOLiN~sERED. THE CONTRACTOR SH.AL~ PRESERVE ANC
FRLicCT ALL ERISTING UTIIJ'lES fRDM DAMAGE DURING
CC*5TRUCTiON.
TYPICAL ALLEY PLACEMENT
CONCRETE EDGE
2'
LOT LOT
TRAFFIC CONTROL PLAN-KS
FIHERLIGHT - GV HILTON SH, 2 DF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL STflEETBOflE
~__
F-
w STREET
ti
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
rSiflEE1 CA.CDE
TYPICAL TFENCH DETAIL
li
za'
Ai6i&90ADBANO
1
J
ttPICAL STflEET flOW PLACEMENT
see vea
,r
I _
J
\ ROUTE DEFINITION
a¢crTinL-~ \\V/~
~~+ ~~riL~ui nFr<c ~~c
W(; tpulE J
EDUIPMEN7 DEFINITION
;~~~,rres
\\
;~ ~rJ
%!
~IFeeos %usiow:KSl
M
nnfPUSe~
~~;
LEGEND
Typel[IBarricade .ChannelizingDevices ? .~ Flag
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635 ~I~ir
Trailer Mounted °-1
Flashing Arrow Panel
Flagger ~~ I ,, Sign Post ~~
I
Portable Changeable r
Message Sign NI'
AERIAL
ENDER (iRDUND .,~. i~.7~~>$
DALLAS METROPLEX
TYPICAL STREET BORE
L-
H
w STREET
r ~_
N
N
' ~tr~ ^'~''*'~ ~+-~ .++ti aaa aaa ~i+~ aaa a« r« " _ _ ~+sa ..w wa • • - - - ...... pia.. a
W
2
~ W. BETHEL RD, 40 MPH
x
U - - _ _ _ .
H - - -
E
GENERAL NOTES:
1. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
For less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE L[NE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANF, CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate tens situations, when it is nor feasible to remove
and restore pavement markings, the channelization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
direoted over a double yellow centerline. In such locations a maximum
channelizing device spacing of 10 feel is recommcmded. The 10 foot
channelizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
~a
iRa ~~ - Islw"k~ At4- ut;i7ek„ff~JNJ FACiLpEa -NJ A?'U
ON ilit5. PLAN, HAY' ~ EEN t CA ..C FROM ZLFFRERCE
},y CRMA*ION. i' SHA,1 dE i'n° RcSPDNSIBiLrr F -^it
CDN ~„ACTOR TD A~ERtfY BOTH NDR?OHTALLY ANC 4f1471CA',.iY
TF9E i.CCAi1CN OF AI;_ EXeS'IN; JTIL;T:ES AND DNDERCRDUNS7
FACIU'd£S PRIOR TO CCNSTf?UCi1DH, TD TAKE NECEBS.ATEY
PRECAG110N5 iN GRDEii TC PRUT`_CT ALL FACti71E5
uNCCUN?ERED. 7wE CCNTR?.C?OR SHAIi °RESr.R`rE AY"
PROTECT ALL EkEy,hG Uill.!^ES FROM DAMAGE DURING
CCNa"TTdUCT10rd.
DW
i7
. ~. _ _ ..+..... ~....~ ...... ......._ W
Z
J
x
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F-
__-__--_--_,_Q
E
TYPICAL ALLEY PLACEMENT
COMCREfE EDGE
7
LOT LOT
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH. 3 OF 29
ENCHANTED VAY - IH 635
LALL STREET BORES
ARE PERPENDICULAR
TO THE CURHS.
~STHEE/ GNADf
rYPICAL TRENCH DETAIL
za•
AI8I Bfl0A0BFN0
TYPICAL STREET ROW PLACEMENT
eifle~ rufla
rr
I
\ ROUTE DEfINITION
FB7Egn1~ \..
J~ ~~NJNI ]~^R
UIG ROU~f~
EQUIPMENT DEFINITION
V` s=i,rress
\\
f ~
~R ~~~.eJ
InP fED`. GlbipMER57
M
AMPIi~EP.
~/"'\, LEGEND
Type III Barricade. _ channclizing Devices a~ ~ Plag
-'l
~` I~. ' ~ /[ TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HILTON - ENCHANTF,D WAY TO IH 635 1' ~ '
Trailer Mounted , - Portable Changeable
Flashing Arrow Panel Ij ~~ ' Message Sign '~M
P'lagger ~ Sign Post ~-d
aERtAL ~
~~~ ~~
CNUER GROUND ,.,. ...... -'~`
Dw ~~Dw
w
z
~ W. BETHEL RD. 4D MPH
2
U _
- ~" _ - ~,
E ______
........+-...«.....-..+-......,-...-....-..........+ c
w
Z
J
. _ .. _
U
a
f
GENERAL NOTES:
I. Unless otherwise stated in the plans, Flags attached Cosigns are
REQUIRED.
For less than two weeks,
3. Existing pavement markings may remain in place For projects less than
two weeks induration.
d. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEPT) LAVE CLOSED XXX FT sign. Spacing distance bebveen
signs should be the minimum distance indicated.
length per lane.
6. For intcnnediate term situations, when it is not feasible to remove
and restore pavement markings, the channeiization must be made
dotninam by using a very close spacing. This is especially important
in locations oFconflicting information, such as where traffic is
directed over a double yellow centerline [n such locations a maximum
channclizing device spacing of 10 feet is recommended The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
:. ti t. U:'•:_;','F At ~^:;YE,i PAN„ =hG:L lies 1Nii..CA rcD
fa`! ,~ICSE ?1~.4N5 HAYF BEN LCCA?EU FROM ;.FE,ENCt
~.Nr~CRAtAi1CM, I? SHALL 9E ?p{F RESPONS191U TY ~ THE
CGN iRAC?(7R i0 VERIFY 9011-1 HGRIZCNTAtJ..Y AND VERTICALLY
(HE LOCAAON ~' ALL ExISS:NG Ut1G i1ES AND ukDtF1Gi30UNC
FACIt1DE5 PRIOR TO CDNSrRUCI1C~#, i'D IAkE NECESSARY
FIiECAU?1CNS °N CRDER i'0 PHO~EC? ALL FAC!G'lIES
ENCC~~N cRED. 'HL CGNTRAC?GR SHAiL PRESEnYc ANU
RHCTECT Ati ~XISANG UTILITIES fROM DAN.AGE DUHlNC
C0.°;STR'JCDLNJ.
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH• 4 OF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
_I
ttPICAL STREETEORE
L__
P-
w STREET
N
ALL STREET Bl1RES
ARE PERPENDICULAR
TO THE CURBS.
srerrr caaor
I7°~ I31 ~i~l
TYPICAL TRENCH DETAIL
za•
ararasoanew+o
ttPICAL STREET ROW PLACEMENT
sreee~ ;;uNa
rr
1
\ ROUTE DEFINITION
~~C tt~v~+~ nUrt ~~~.
IiIG ROU IE~
EQUIPMENT DEFINITION
V` r~,iitrs
\\
CM1'~E~
I
inP(ree'JS GUSrOMERSi
t~
nr(PUeeR
~1 I ~/
TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV H[LTON -ENCHANTED WAY TO 1H 635
LEGEND
Type Ill Barricade Channelizing Devices rl !-- Flag i _1
~F
Trailer Mounted Portable Changeable -
Flashing Atrow Panel '1 Message Sign M'
Flogger I Sign Past ~<%_a
AtftIAL
UNDERGROUND ~`_ ~'„~ ~, ~.. '... ,
DALLAS METROPLEX
ttPICAL STREET BORE
DW t / DW ~ ~ DW
V ? ~ s N
,
...
~1L~
J
J
L~ W W
~
L -~1a 4
W W W ~ ~
.
W W W ~
.
.
1l W.~11J W W W.~
~
t,. -Fi W.~J.L~ W W Wll W.~. t1J
~ Z
= W BETHEL RD 40 MPH ~
U - -
_-
- U
H
Q _-___-_- -__ 6
GENERAL NOTES:
1. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place far projects less than
two weeks induration.
4. The NORM ONE LINE LEFT (or RIGHT) sign maybe used following the
R[GHT (or LEFT) LANE CLOSED XXX FTsigo. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcrmcdiatc tcnn situations, whcn it is not fcasiblc to rcmovc
and restore pavement markings, the channeliaatien must M made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as whcn traffic is
directed over a double yellow centerline. In such locations a maximum
Channelizing device spacing of 10 feet is rcannmended. The 10 foot
channciizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
EX1S11NG U11LITlES
Exlsrl'G urnrtsss AN•.D uNUE,RCRC.;Na AviuPES:u~l~a~--
ON 1?'SE P~.ANB NANF 9E"vN LOCAi _D FRrJA1 fti*rT.Rs`dC'e
INFGRNA'ION. ii S8A11 9E 5HE R=Sr^~d51DIlJTY lSF i},'E
CON iRAC1'CR TO VER;P1' 30'H °rICR!'20NTALLY ARID 1£IKI1t:A~
TFiE LOCAT7fNd OF' At. EXISDNG Uf!tJ',7E5 ANC UNDERGRCU"
EACIL'nF5 PRICR P6 CONS'RUC11Cd~l, i0 TAME NECESSA Y
PRECAUTIONS IN ORCER TO PRQTECT ALA FAGLtnES
cNCOUNPF.REt1. tHE CON'(RACTQR SHALL PRER"S2VE Att0
Pr?4TEC; AL! EXfS?JNC Ulitl?lE5 FRCII DAA4ACE DURING
COtiS'RUCi~CN.
TYPICAL ALLEY PLACEMENT
COMCP,ETL EGGS
2'
tCTI LOi
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHi - GV HILTON SH. 5 DF 29
ENCHANTED WAY - IH 635
L_
F-
w STREET
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
~swecr c'uoE
ttPICAL TRENCH DETAIL
za~
nraraaon~ewo
TYPICAL STREET RQW PLACEMENT
sFee ruse
rr
I
\ ROUTE DEFINITION
eeoe,rni~ \\\\V///~
~~ ~r'ual~ao~ u~
i
wr. eoure~ `
EQUIPMENT DEFINITION
5Flif IE24
\\
cnw:~
eusroveasl
M
M1U,Pi. ~r'f~
~ ~\
1
\ _~
\ /
TRAFFIC CONTROL PLAN - COPPELL - FtBERL[GHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type III Barricade Channelizing Devices ~' - Flag
~v
,_-
Trailer Mounted Portable Changeable
Flashing Arrow Panel '- - Message Sign ' M'
Flogger '~ ', Sign Post ~-
nEntnl
UNDER GROUNU ~A4lIU
DALLAS MEiROPLEX
TYPICAL SiREEi BORE
CW20-I U
48" X 4N"
(FLAGS-SEI' NOTE p
ROAD
WORK
AHEAD II
II
N
w
J
S
U _ _ - _ - -
N
Q
f
a II
o
END v
ROAD WORK
c2o-2a ~ a
4F" X 24" I ^
~ ~~
GENERAL NOTES:
L Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign maybe used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6 For intermediate term situations, when it is not feasible to remove
and restore pavemenC markings, the channelization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
chatmclizing dcvicc spacing of 10 feet is rccommcndcd, The l0 foot
channclizing dcvicc spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
EXISTING UTILITIES
EXiS7!NC UliLh~ES ANU UNirERCRi)I;NU FAULiilEB IkUlCA'IEU
ON 71{E~ PLANS HA'e'E BEEN LOCA'L:0 FRCFI REFERcNCE
INFGti2tdAtC4J. Ii SHAt1 BE THE RES;~u"'~S181tJ~11" OF THE
CCN~NACTCR rC V±RLrY BONY HORIZON PALLY ANO YE'R nCALLY
"CIE LCCAION OF AiL EXfB'nNG UT1L'TIE5 ANU uPL'FRGROUN"v
c ACfiliiES P,RI6F SO CONSrRUC""iGYle TC TASCE NECESSARY
PREC<.;,~ONS "N :if?!;F'"0 ~'R'Ji~CT AS I. rACI!JP,E:s
,dG~N ' :EU
RC - - -
END
ROAD WORK
czo-2a
14R" X 24"
~.
TRAFFIC CANTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH. 6 OF 29
ENCHANTED VAY - [H 635
~_
F
w STREET
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
~srnrcr caaoe
TYPICAL TRENCH DETAIL
Ya°
AlBIBHO/~OBNV~
AOW
SR-FI CUFA
n~
I
\ ROUTE DEFIN1710N
PE9=4iN~ ./~
l - i.. i,.. ,.i.at i '~.
7Q.
i~,r. aOL'I=~
~~..-.-...~1•- - - - - - - - - - - - - - - - - -
W
. _ - _ _ Z
W. BETHEL RD. 40 MPH ~
_ _
U
~ ~ rem tre ~y-r~ ~-r~ e++ erw fern r+~ rr~ e++ e++~++rr~ rrr+ rrt Rr~ rr+ m r++ rr+~+~r~ -+ ~
Q
E
TRAFFIC CONTROL PLAN - COPPELL, - F[BF,RLIGHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type 1[I Barricade Channelizing Devices :- Flag ,.
~... .#'J~.,
Trailer Mounted Portable Changeable
Flashing Arrow Panel ~ Message Sign ~'
Flogger Sign Post <_..,
A8RIA1.
UNUER GROUND
DW
DW
- - - - - - - - - - - - - - - - - .-...~a .a--~ w-~ .a-~ ..~.~,~ ~,.aa~a
= W, BETHEL RD, 40 MPH ~
U
H
Q -r~~+- - - ~+~~~rr~rey r+t rrer~~rn rr. ~tr~rrs e+~rr~err.rr~~ - -
~ ,~ ~
-_~
DW ,
DW
w
z
J
I
U
a
E
GENERAL NOTES:
I. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
far less than lwo weeks.
3. Existing pavement markings may remain in place far projects less than
hvo weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT') sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6, For intermediate teen situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conFlicting information, such as where traffic is
directed over a double yellow ecnteriino, In such locations a maximmn
channclizing dcvicespacing of 10 feet is rccomnrcnded. The 10 foot
channclizing device spacing recommendation is intended for the area
of conFlicting information and not the entire work zone.
CA_U_T1JN !!i
EXlSTING_UTILITIES_
=AS '~ U L,ES AN iNJERGRWND FA ILIP~$ NUICA cD
UW M 5E r~ AV$ nAd''. Nz'N LOLA i 4 ~tOM RF EA~i _
INE RNtA ON 1"; $' AL 9t Rs RESPONSIE" . ~E
C rvn2AC ~4 iC vERfY BU~Tn HCRIZONTA~.Y ANU YtR...~n:i
ME ~CCAIla4 CF A!L EX;.S-hG Uiiti itES AND UNCeR~?OtiND
F,¢CI6J'lES ?RIOh i0 GON~f?2UCD,04, TD rAiCe ?'r CF.SSA1iY
P4'ECR;,?IG?`7$ IN ORDER TO PROTECT Au FAC1LfilES
ENCOt,NTERED~ THE CONTRACS!#i SHALL PRESEP.YE ANU
PHD"C` ~i' L EXEST;NG Upl'-ES `ROW1 DAIOAGE DURfNC
^Ck' 1Ri,'I':Otd.
TYPICAL ALLEY PLACEMENT
GONCREL EDGE
2'
LOT LOT
TRAFFIC CONTROL PLANKS I
FIBERLIGHT - GV HILTON SH. 7 DF 29
ENCHANTER WAY - IH 635
DALLAS METROPLEX
TYPICAL STREET BORE
L_-
H
w STREET
N
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
SiREEt GAAOE
~~ ~~ I ~1
TYPICAL TRENCH DETAIL
1s
Ai6i9g0ADanND
TYPICAL STREET flOW PLACEMENT
$IREi f;L~f:B
11'
I
ROUTE DEFINITION
Frees ~,r~
i1~, ~~r,onu~uE~ei~,.
urc; EOUir~
EQUIPMENT DEFINITION
}~~IitKS
\\
~ / 9
Z~' ~~.E J
iAV Pt ~(:IbiJNFR4i
M
am~r~~=~eE
ri
TRAFFIC CONTROL PLAN - COPPELL - F[BF.RLIGHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type III Barricade channelizing Devices sa -: Flag I ~
~; ~;
Trailer Mounted Portable Changeable IVI
Flashing Arrow Panel ';~ - + Message Sign
Flagger ', ' ~ Sign Post ~'~
AERIAL
UNDER GROUND ~ ~ !i
W ++. ay
z
_ _ W ....,,,.~, W ~+a~ DW
. ~ ta,i~.y,~
~ . _ _ W. BEiMEI RD. qB ... u., ... ~,_., w w ....a`~ - - ,'s..ro
_ MPH
z
DW ~~.,~~ -~--- rw
-- - -. _ x
-------~
J '~'+~a.
U (_ W ~'''' ,,y
~`J ~J 4a W W ~
DW
a
s
GENERAL NOTNS:
I. Unless otherwise slated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (ar RIGHT) sign may be used following the
RICHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. Far intctmcdiatc tcnn situations, whcn it is not feasible to remove
and restore pavement markings, the channelization must be made
duminam by using a very close spacing. This is aspecially imporwnt
in locations of conflicting information, such as whcn naffic is
directed over a double yellow centerline. In such locations a maximum
channelizing device spacing of 10 feet is r~ommended. The 10 foot
channelizing device spacing mcommcndation is intended for the area
of conflicting information and not the entire work zone.
EXISTING UTILITIES
kIS?'.NG UrU'R65 ANU UNOERCROUNO FACIt1-ES INOICAic`-D
ON tHtSE PLANS ~1AVE 3;y L`JCA RJR FRC?i RFFE,R~"Nf
iN60RaiA70'N. li SriALL 8~i 'ME RBSPCN5IHIUFY CF ~!F
CCN n2AC1~R TO V'cR'FY a0(H HCRixCMTALLY AMC VERPCALL
L!E LCC,A(ION Of Ail E%iSTiMO UT~LIIES AND UNO'cRCR0UN0
EACtL; LcS PRICK TO COMSTRUCiIOt', TO TAKE NECESSARY
?RFCAU^~CNS 1N CRDEA TO PROTECT Atl FACIUT!ES
;,;.;^~T7_~: 1}!E CONi4AGTOR St1Alt PRESFRI= AMO
': Ed?S"!NO UDLi'1FS ^NOV DApsAOr !W;"?0
...~~ .."..-C,
TRAFFIC CDNTRDL PLAN-KS
FIBERLIGHT - GV HILTON SH• 8 UP 29
ENCHANTED WAY - IH 635
DALLAS ME7ROPLEX
TYPICAL STREET BORE
I--
r
w STREET
ALL STREET BORES
RE PERPENDICULAR
TO THE CURBS,
i-SiFEEi CRAIJF
NPICAL TRENCH DETAIL
za•
n>tiraawuanrvo
TYPICAL STREET ROW PLACEMENT
--
it ~El ;, R9~
---~--- I
rr
I
\ ROUTE DEFINITION
rpe5rvs \\\v//
;~, ~:.._.K~a~~~ ~~~_
e
EQUIPMENT DEFINITION
\\
41 ~
;ne~eJ
I
I nPIfPE~5 CUSTOMERS)
M
nNec~eR
~;;
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
LEGEND
Type [II Barricade Channelizing Devices ~~ ~ Flag I
Trailer Mounted - Portable Changeable i I
Flashing Arrow Panel 'l- ` Message Sign M
Flagger ~I '~ , ~, Sign Post
AERIAL ~~~
.. , ,
UNURR GROUND _.
1DW ~ I DW
ao /~[ /(/
1J W W 4a~Jii.~a-F~ W W W ~iF~ W W 4i~1L~ 1L _- J~1L~ Wig' •' W W L4~ • - • , O~
W W W W ~ii~aL ~ ~~a.Y W Ma
Z
_ W
= W. HETHEL RD. 40 MPH
f - - - - - - - - - - -
s
DW ~-
GENERAL NOTES:
1. Unless otherwise stated in the plans, Hags attached to signs are
REQUIRED.
for less than Iwo weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intenncdiatc tcnn sihurtions, when it is not feasible to remove
and restore pavement markings, the channelization must be made
dominant by using a very close spacing. This is especially imporlenl
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 Fccl is recommwdcd. The 10 [oot
channclizing device spacing rocommcndation is intended for the arcs
of conflicting information and not the entire work zona
I.AU 1!~iibj ~ ~ !
EXIS1ING UTILITIES
EYlSi1NG UTILITIES AND UNDERCRQ:ND ERGO FS NDICATEc
Ch 'h Sc PLA.hS 1ArE BEEN L+'1CA'FD FRGM RcrkREN'E
LNF'7R5rA ~iDN. 11 4:ALL 9E TNT ntaPS}N5131LI Y OF NE
C'JNT<tACTOR TQ YE.+ Y 8C'i ,URIXCN PALLY ArD V: R CALLY
THE LCCATICN OF ALL EXIS?ING L'PI1P~E5 AND UNDERGRCi:RD
FAC'. ES RRIOR TO CON5TeUC11CN, TC TAXE NECESSA,R"
!'RECA'U 73CNS IN CP,DfR PC °Rp?€CT Aii FACILI-ES
EN000NP'.R'eD. 7}iE CCN!"a,ACiGR StiAii PRESE!t`~ AND
PRGTECT All EXIS'nNG JTILTIES FRCM DAA4AGE DURMG
CLWSTRiICACN.
TYPICAL ALLEY PLACEMENT
coucRLre eoce
LOT L01
TRAFFIC CONTROL PLANKS
FIHERLIGHT - GV HILTON SH, 9 DF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL STREET BORE
L-_
F
w STREET
r
ALL STREET BORES
E PERPENDICULAR
TO THE CURBS
SiREfr GR40F
TYPICAL TRENCH DETAIL
14'
,1i8i BPOAOBANO
TYPICAL STREET ROWPLACEMENT
S~REE1 GUP,E1
it
I !
"J
ROUTE DEFINITION
veoesrni~
~~~, ~f"r.~>E~ eu~ ~,c
~,i~zome~ '.~
EQUIPMENT DEFINITION
\` sr~n!eR~
\\
// ~ '
/`( GA51f~
IAP(t~ USIONEK51
M
nNN~ FlCR
~~
TRAFFIC CONTROL PLAN - COPPELL - F[BERL(GHT - GV HILTON -ENCHANTED WAY TO [H 635
cwia-I D
as^ x as^
ROAD fFLA(i5-SG[NOTE q
WORK
AHEAD \
~..
i
RICHr o
a
°'
LANE ~
CLOSED °
t ,~
AI IHAD~ a
CW20.SR
as^ x aa^ 1
''I
~~ ;~
~ ++~ ~-e..-.-e ~-.t..-.-..« ra~+r+~ ~-.a w-~ n~-~. ~a-a~ w .
.a . ~
.
w
W _ - - ia. au w aa-a ~.ua. ~-.~
_
Z
~ W BETHEL RD 40 MPH
u
S
a-
I
~ I END
r I I ROAD WORK
Y RIGHT
I G?0-?a LANE
4. I
48"x24" CLOSED
tr
W AHEAD
I
I
W cwzo-SR
~
~ 1R" x as"
~ I _ _
yes ~an~ ?ao' ~ aaa~ '
1 S~
DW ~~,
i
/
ROAD I I
WORK
AHEAD ~ II
CW20-1D
4A" X 48"
(FLAGSSG[NDTC I)
LLL
} I I DG
II
i ~I
MATCHL[NE '10'
END
ROAD ROAD WORK
WORK czo-aa
AHEAD a8.,x24~~
cw~a1D
4R" X 4R"
IrL.ncs-sEE Nrrrc Il
LEGEND
Type [I! Barricade. ~ Channelizing Devices rte' '~ Flag
i s~
Trailer Mounted ~- Portable Changeable
Flashing Arrow Panel -- Message Sign . M'.
Flagger ' ' ~ Sign Post ;:-.
ArRtnL
UNUER GROUND ,~,~~',
ROAD
WORK
AHEAD
cwao-ID
IFLA(ISSLL FOTP U
GENERAL NOTES:
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
fur less than two weeks.
J. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHT)sign may be used fallowing the
RIGHT (or LEF11 LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate term situations, when it is not feasible to rnnove
and restore pavctnent markings, the chenneiization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow ccnterlinc. [n such locations a maximum
channelizing device spacing of 10 feet is recommended. The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
EXISTING UTiUITIES
~BSTiNL Ui7L Pry drD tJNOERGRC~NC FACII~TIe~ INDICATE
Ox' rSt PIANS ti4rE BEF`N tC A'rJ FRCAt RErx'R `!CE
~tdr U~tMA?EON. I SHnLi 8E iNr R 5PGN519~+.T Dr 7<iE
CCh i'i+'-(TuR Tv YERiFY BCTti N-Or^..ZON`"',~.LY Ate6 `rER-CA.LLY
fr?E LUL'A^ON GF A'u'- EXiST;NC 'u Jl,li1E5 AN'D DNDERCRWND
r'AC:rJ41Ea ?R!(k'i TC WNSTR'JG?10N, TO TAKE NECt:55ARv
PREOA!; iTCN51N C;R~^.`~'s 'i, Pi?L~1T:,^,T A'~_'~ ,'Aia!i'.FS
~h LL ',ERE'J.
=RF~~ AL , . ,..
CCRS ~ ~ . ~ ,~,-
TRAFFIC CONTROL PLAN-KS
FIHERLIGHT - GV H[LTON SH, 10 OF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL STREETBORf
L-
H
w STREET
r
N
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
caanr
7YPICAL TRENCH OETAIC
zap
nrare~oeam
TYPICAL STREET ROW PLACEMENT
s Fee ~~uae
,Ir
ROUTE DEfIPilAON
~,~Fr~ ~
ee~
,~. ~~-
UK, kOUIE~ ~C'
EQUIPMENT DEFINITION
'1A 7r~ ~r~5
\\
~rJ ~
I~f ~ i;U5i0M`P5;
M
ar,~eisea
^\
\~ ~.
L;
TRAFFIC CONTROL PLAN - COPPELL - F[BERLIGHT- GV HILTON -ENCHANTED WAY TO [H 635
MATCHLINE '10'
f ~
.•~
nw I ~
LEGEND
Type III Barricade. Channelizing Devices :' Flag ~_~
~~,.
i,.
Trailer Mounted Portable Changeable
Flashing Arrow Panel j .,,,; % Message Sign 'M
Flagger Sign Post ~
AERIAL
UNULR GROUNU ~ ~I _,,.
DW
DW I I DW
~#
t~
€L
ES
Fyr
Y
I'
MATCHLINE 'il'
CFNF.RAL NOTES:
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The NORM ONE LINE LEFT (or RICH'17 sign may be used fallowing the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distanoe between
signs should be the minimum distance indicated.
length per lane.
6. For intcnncdiatc tcnm situations, when it is not icasiblc to remove
and restore pavement markings, the channclizarion must be made
dmninant by using a very close spacing. This is espctiially impurtam
in locations of conflicting information, such as where traffic is
directed over a double yellow ccntcrlinc. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The 10 Coot
channclizing dcvia spacing rccormncndation is intended for the arcs
of conflicting information and not the entire work zone.
Ex`S ~ „,iv.~ ,,.. ,;nC~T ~,y. fiC N.. ~,afE'i
CN PuleS: Pr,A~+;5 ri,A4_ S:=N ICCAr:G ,~20Ai Ri~':REYCz.
INECR?dA"IUN. 'T SHi,U_ 8E TE1z RLSRGNS!BIUTY OF THE
CCNTRAGTES" TC YERIFY DDiH °n6R!7_-.NrAl1Y R'IC ~R~~C.vt
?~. _'CCfi!1CN CP AL:. EXI:1NC 'u Ti11P.£S AN', ii?lDk°,GRC'UN
'~~,{'.:~ i:D.S i'FYIDR '.D CONS!RIiC !'.ON, !~ TAKE NEC:t~5Se4RY
'HECAUTONS N GRUER iC F.40~,`CT A: t. FAC;liii=.5
eN"Cu'Nr"EO. THE' CGVTRAC?Cft S'r.All FRc5eR4E ANC
?ZC?";:i ALL EXISTING i;ti~'DS fRCM DAAAACF. C'JRiNC
COiV's RUC i1CN.
7YPICALALLEVPLACEMENT
CCNCR~E EUGe
r
LOr LCI
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH. Il DF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL SiREE180RE
L-
N
w STREET
H
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
iSiAEE7 GARDE
TYPICAL TRENCH DETAIL
2a•
n~Bi BAOADBNID
TYPICAL STREET ROW PLACEMENT
sie_e~ n~.An
rr
I
\ RpU7E DEFINITION
?e•
itr-ep~.r~
ECUIPMENr DEFINITION
V` sri~ii-~s
\\
f ~ ` ~
1. JT
i
InP~`fPOZ GLL510M1R".i
M
I~MP'~"~ J
~ ti
u,
TRAFFIC CONTROL PLAN - COPPELL -FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
LEGEND
Type III Barricade Channelizing Devices t. Flag I
-~
Trailer Mounted Ponable Changeable I M
Flashing Arrow Panel t - Message Sign
MATCHLINE 'll'
Flaggcr ' Sign Post : -.-~
A<:ItIAL
UNDERGROUND ', Cx'p
~~
i
RonD
WORK
AHEAD cw2o-1D
/ (FLAGS-SEL NOTG tJ
h
- HURNS ST. 30 MPH
t\
END
ROAD WORK
G?0--?a
Dw
I I GF.NF.RAL NOTF.S~,
I1W I I I. Unless otherwise stated in the plans, Hags attached to signs are
~~ti~ REQUIRED.
` for less than two weeks.
I ~ 3. Existing pavement markings may remain in place for projects less than
`~ ~ two weeks in duration.
4 I ~ 4. "The FORM ONE LINE LEFT (or RIGHT) sign maybe used Following the
k ~~.. RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
1 I ou
MATCHLINE '12'
length per lane.
6. For intermediate term situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a vary close spicing. This is especially impottanl
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. [n such locations a maximum
channclizing device spacing of 10 feet is recommended. The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and not the rntire work zone.
EXISTING UTiL!TIES
EXISTING U'1LlTl£S AND UNDERCHOUND FACItl TIES ING4CA4E.0
^rl tHESE PLANS :iA'JE 3FaN LCCAIED r'FiCPi R~EReNCE
INFCRStATICN, IT SHALT- 6F THE iiES,'~CNSIBIL1iY OF iNE
CO~Vt:RAC ~°GR TC 4FkS"Y 301H HGRi%CNTA;.t.Y h^i0 YERTiCAll
ME !.06AliDN G- ALL EXiST!NC UT1tlTicS AND UNDl~:,2GRCt:NI
1-S R4:rt 1^. CC's'R - . '0 ihfi N .,.
iE; ~ r
X4 F~. .. ~• a. _ ~A';
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTGN SH. t2 OF 29
ENCHANTED VAY - IH 635
DALLAS ME7ROPLEX
flPICAL STREET BORE
L_
F-
w STREET
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
rSTREEt GRADE
ttPICAL TRENCH DETAIL
za~
nrareROAOe,wo
TYPICAL STREET ROW PLACEMENT
s Lei cuRe
I _
\ ROUTE DEFINfTION
~~ h
~y~R(/~It~
EQUIPMENT DEFINITION
SPI ~I ICR'i
\\
/ a
B _'nBLE~
~~ '~'\
I~~F("EFf;S': GuM1'[P i
N
..,/P~,i4Fk
LEGEND
\\`\ I
Y Type III Barricade. Channelizing Devices `" Flag - j
\_ '''` TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
Trailer Mounted Portable Changeable M
Flashing ArrowPancl ' - McssagcSign
Flogger ' Sign Post ._...~
AERfaL
UNDERGROUND ~,
DALLAS ME7ROPLEX
ttPICAL STREET BORE
ow
ENO
ROAD WORK
cat, as
m
OW DWC_~--- w
SOUTHWESTERN BLVD. 30 MPM
t
RICH ~
LANE
CLOSED
~._~ C1ti.0-sR
AIIEAD
ROAD
WORK
AHEAD cwm-m
!rLncs~ee Noce n
C,F,NFRAI. NOTES:
I. Unless otherwise stated in the plans, flags attached to signs are
REQU[RED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intenncdiatc tens situatimrs, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very claee spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channeli~~ng device spacing uC 10 feet is' recommended. The ID foot
channclizing device spacing recommendation is intended forthc area
of conflicting information and not the entire work zone.
L_
H
w STREET
h
ALL STREET BURES
ARE PERPENDICULAR
TO THE CURBS
~SilIEEi GFAGE
TYPICAL TRENCH DETAIL
2a~
ni6l BROr10BNV0
ttPICAL STAEET ROWPLACEMEN7
SieEei e.uee,
u
I
\ ROUTE OEFINIrION
Fi;GESIN~ \.\\\V////. /
/~ C.'~-r'UrSi GU/1 r
~E; F~~i'~iE~ 11Sllllll
EQUIPMENT DEFINITION
\\
cn~~e~ "~
'/.
EXISTING UP~LITIES
:X!SilN:i JTU7iJ ANC UNCENCR~CtiNC FACIL'flE5 INCICA!LC
CN INE~ PLAhS ~ dJE ~t~N r"Ca ;; fRC,I R ~l~1vCE
thF(7fihlA^GN. t ~-?At' 9t ltE 4 ~PCNSI3IU OF TS':
c,~-~ACl~R ra,~~Fr aaTr !G toivrai.L~ ~ ; rsanuAu
LcN.a cN !'F A.!. Emsrrc t,rd,-,ES Auc uu~Etcncuw~
FkC:U iES ?RIGR YC CCNSiRUCTC~'d, rC iA:(E uE.::ESSA~Y
PRcCAL~?:CNS !N CRC'E.ft 1'G PR(7icC'' Ati FACb.CRE5
NC:,;:'~ iEiii-D. ":.-iE C/NT'rt;iC'C.rt Sr:A .., PR'SFiy. ANO
PPCI~CT AL' ~EXSi~.NG U^U'~iES fRC4 DAtnAGE QURING
CCM51RCCi13N.
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH. 13 OF 29
ENCHANTER WAY - [H 635
i
IRP(FfEG i CL5lO1/ER51
N
EA~~I 'cK
MATCHLINE '12'
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND 1
Type Ill Barricade. Channelizing Devices ._ Flag ~_ I,
,~~
~IIIJ ~~~
Trailer Mounted Portable Changeable ,
Flashing Arrow Panel 'I- T Mcssagc Sign ~, M'~,
Flagger ', Sign Post .~,
AERIAL
UNUtR GRDUNU
DALLAS METROPLEX
ttPICAL STREET BORE
v
DW
DW w
~ ~ ~ •N• M •'•~•~ ree• M• •tf'1 •H'•
= y.• fr•'• rte• •~'• •A'• ff••
v SOUTHWESTERN BLVD. 30 MPH
Q
F
GENERAL NOTES:
I. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavcmcnt markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE L[NE LEFT (or RIGHTI sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcnnediatc teen situations, when i! is not feasible to remove
and restore pavcmcnt markings, the channclization must be made
dominant by using a very close spacing. This is especially imponzm
in locations of conflicting information, such as whtTC uaffic is
directed over a double yellow ecnte!iine. In such locations a maximum
channclizing device spacing of 10 feet is recotmmended. The 10 foot
channclizing device spacing recommendation is intended for the area
ofconflicting information and not the entire work zone.
EXISTING UTILITIES
c~1S1liJC ViilTES AnG UNUERGROJN!'i FAO(+J-ES !NUICATED
GN TNESE R! ANS HAVt BEe7d LecA?G FROM REFERENG.
iMFUR3EA1'iUN. iT SF,ALL BE iNE RESPCNSiDff.i7Y OF THE
GONTPACTUR T6 VFRi!"Y DU 3i HURI7.UNTAl1.'r nND 4ERPCAi11
'I'r6F_ LUGA',GN Dr .A'1 EMIS?iNG Uill1^ES AND UNGRGROG~9
EACiLi'"ES PHlt~fi TO CUNSTRJC1ICN. TO TAB NECESSARY
PREL'AU NUNS !N URGER !U PRU~'cCT ALL FAUNTiES
ENCGUNTtgED. PTE CUN,TiAClG}i S11Ali. PR>;SER4E AND
PRUTEC? ALL E%15,',NG UIILJTIU'S FRUM UAMAGE OURfNG
CUN"a~l"tJC?iON.
TYPICAL ALLEY PLACEMEM
CONCRETE EDGE ~-
r
i0i LOr
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH, 14 OF 29
ENCHANTED WAY - IH 635
L-
F-
w STREET
rr
r
1~
LALL STREET BURES
ARE PERPENDICULAR
TO THE CURBS,
~smrFr cnnor
ttPICAI TRENCH DETAIL
7a'
aiareaoACea+o
TYPICAL STREET ROW PLACEMENT
S~PEEI ~UPb
,'
ROUTE DEFINITION
FE'YSiV~ \\V/.
i7 ~~rorn fYJPE i~<.
e
u ~ enure -~
EQUIPMENTUEFINIBON
~\ sr~~~~
\\
~~t~ 9
%`
i
~~rFE_OV ~J`iIOME~)
JM
,vw;~ ee J
LEGEND
r ~ ~. ~,+
Type III Barricade. Channelizing Devices Flag t
~.~ ~ ,
TRAFFIC CONTROL PLAN - COPPELL -FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635 ,`''
x
Trailer Mounted Portable Changeable t
Flashing Arrow Panel ~- Ti I Message Sign M 3
Flogger' ~ Sign Post .- a
s
c
AERIAL ~ I
f
1
1
UNf1EA GRUUNU .. '~~ s. - - .,,. "s-"'
E
°m
ROAD ~
WORK ~
cw?a-ID AHEAD ~
w
a END
tFtACS-seeNOrell ~ ° ROADWORK
U?0-Za N
FLAGGER I DW ~DW~ '
AHEAD '`" ~ ~.~, W
.Z,
rwm-slt ~ OW ~ '
Z__ __--- _~~• _~ ~ ~
~,.yu SOUTHWESTERN BLVD, 30 MPH
U
H
~~ ~~
f
ONE FLAGGER
LANE AHEAD
ROAD
AIiFAD CW20-SR
cwao-sR GENERAL NOTES.
I .Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
For less than two weeks.
3. Existing pavctncnt markings may remain in place for projects Icss than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used fallowing the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate tcnn situations, when it is not feasible to remove
and restore pavetncnt markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channclizing dcvicc spacing of I O feet is rccotnmended.The l0 foot
channelizing dcvicc spacing recommendation is intended for the area
of conflicting infommation and not the entire work zone.
DALLAS METROPLEX
TYPICAL STREE760RE
<_
F-
w STREET
F-
ALL STREET HORES
ARE PERPENDICULAR
TO THE CURBS,
srarEr GFA4E
+~ I I 2i~1
TYPICAL TPENCH DETAIL
Z4'
piBi BROACA,WO
TYPICAL STREET ROWPLACEMEN7
5iatcr cows
+r
i
\ POUTS DEFIN1710N
etits^.~-~ \\V/
?QI ~---eonc apse uc
Utt kOLiEJ
EQUIPMENT DEFINITION
V` s~+~neK~
\\
~F~ r
~~ ~ ~
ip ~ I i'ONf'F'.il
M
'..~r.V !I'vItl :.:~
[XISiING UT1LIPt5
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH, IS OF 29
ENCHANTED WAY - IH 635
;.%IS^.NG UflIi~E'5 AND UA!flERGRUIIrlil FACIL nE5 'NO7CA1F=1
Ch 'HSE P!_AhS NAYS'. 8'e:.N OGAI'C FROM RcfERE'dCF
!NF(.rt~FA oON. IT aNA4L 9€ T}+€ ntSftOvS?BU_!1Y Cf PM€
CUR CRACTUR TO ~-PY SUTI' NUR ZON'A'LY AhC YEft'1CAI1Y
1HE LCCA70N CF ALL EXIa"TNG li?ilJAES ANU UNDEfiGROUND
6AtXui7ES PR!UR TC CONSTRIiCiIGN. .U TAKE N€C€SSARY
PRECALViUNS IN ORUER TC PftUTFCl ALL FACIL'7?€S
€NC~U?~N"rREC, TkiE CUhi3ACTUR SHALL. ~°ft5Efi'dF. AND
PE;U',T'Ci ALA cX!S3?NC UPUTES FfKJFd DAMAGE UUftkNG
CUNSikt=CT.ON.
TYPICAL ALLEY PLACEMENT
o~I,cR~rE TD~e
z
t0r i0T
~j
,~..
TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type III Barricade ~ Channelizing Devices ~! '~<° Flag L
Trailer Mountzd Portable Changeable
Flashing Arrow Panel'~;~,~ Message Sign 'M~,
Flagger ~' ~'~ ~ , Sign Post , ~~a
AEaln1
UNDER GROUNU ~~
N
w
z
J
x
U
H
Q
f
~DW
c DW~DW
•~~,~
~~,~
~~ DW
'.-..
SppTM~eSr '~.,~.~
fRly BAWD 'ti,,,~,~ ~
3p MPh `"+~4.,~ w
~Lia..a.uua.+...i J
x
U
H
Q
s
GENERAL NOTES.
I. Unless otherwise stated in the plans, flags attached to signs aze
REQUIRED.
for less• than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign maybe used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcnncdiate teen situations, when it is not tbasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting infotmation, such as where tmHic is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The l0 foot
channclizing device spacing recmnmendation is intended for the arcs
of conflicting information and not the cmtire work zone.
>(!ST1NG UTILITIES
E~t~Si Ntr a^LI7; AND UNDER`;fi UNJ P'ACIu iE5 INDICATED
ON i7«r PLA,Na : A1rF: BEEN LDCAIE.C FRGM Rr~'.RENCE
+.N GR~,AiTUN. IT SN At1 9E TfiE R-~?(nd98iGTY l1F ME
CGNTRACTCR TC YEriIPi BCTh „CRIZGN?ALLY AND 4ER'1CALLY
THE '.GCA?TON Cr 'Li. EXIS?TNC JnlilES ,4NU CNCERCRCUNO
rACfil'nE5 PFtI'A TC CC~iS iRUCPON, r0 TAKE NECESSARY
PREJeUFCNS ;N ~77kA TC PRU''C'f ALL FAClLIT6FS
E'vC(N'~N`.ERTD.. Tr.E CUkTZACrGR SHALL PRE5ERYE ANU
PRU iECT At1 E%lS1lNG U'r1iJ11E5 EIiUM OAAfACE CURING
cGNS~as;c~oN.
TYPICAL ALLEY PLACEMENT
CC~CRETE EDGE
7
LOr t0i
TRAFFIC CONTROL PLAN-KS
FIBERL[GHT - GV HILTON SH, 16 DF 29
ENCHANTED VAY - IH 635
DALLAS METROALEX
TYPICAL STREETRORE
L_-
F-
w STREET
ALL STREET HORES
ARE PERPENDICULAR
TO THE CURBS.
$rflEEr (iflAOE
ttPICAL TRENCH DETAIL
za~
AiBi BHCw;;E~.~~~
TYPICAL STREET ROW PLACEMENT
SIRES CUflB
n
I
\ ROUTE DEFINITION
Pe~esi,v, \\V//, /
jZ. \~.., ~.~ r~.;?r Iii
EQUIPMENT DEFINTION
V`
>~•~~~~e~
\\
c~Le~ 9
~
C~5 on[~1
ve~F
N
noel ~^~ee
~`.
TRAFFIC CONTROL PLAN - COPPELL -FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
LEGEND
Type Ill Bartieade channelizing Devices ~', ~ Flag ~_~
' ~~
Trailer Mounted Portable Changeable
Flashing Anow Panel '~ r, ° Message Sign NI
Flaggcr ' Sign Post >,
AGRIAL
UNUER GROUNG
DALLAS METROPLEX
TYPICAL STREET BORE
~_
H
w STREET
~ r-
J i+` -a.aa.aa~........au -.... _~4aa .... aaa. uaL Ja.a+>< - \y.++.ss+..a~ua. u..s+aau.uu+.+u uu...._ ~......,.. J
2 =
SOUTHWESTERN BLVD, 30 MPH a
a f
GF.NERALNOTHS.
I ,Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks,
3. Existing pavement markings may remain in place for projects less than
two weeks in duration
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane,
6. For intermediate tcnn situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominam by using a vcty close spacing. This is espwially important
in locations of conFlicting information, such as where tratTic is
directed over a double yellow centerline, In such locations a maximum
channelizing device spacing of 10 feet is rceommended. The l0 foot
channelizing device spacing recommendation is intended for the area
of conFlicting information and not the entire work zone.
t~f1Ui+UIV '!'
EXISTING UTILITIES
EM571NG U?It!itf5 ANG UNGERGROUNO FACILI-ES hY~CATED
QN IRESE PLANS HAVE RfEtr LOCA~f EROrF REF?'REF`CE
iNFOHT7A nON. !7 Sk!At1 9f TNf RESPQ'vS;AUTY OF iriE
C~JTRACTc7R SD W_'FiPFY BOi?! HGPoZQNTA!! Y ANG 4ERi!CALLY
iW,E LDCAION OF AIL EXSST`IC UP:UTiES .AND UNDERGROUND
FACIJAES PRI(r,'i TO OONS?RUCP,Cty, fi T;AKE NECESSARY
PR~CAU''.ONS IN DRDEA r0 PR9(E,C' AU. PACHJ?aE5
ENCCAJNTERED. 1HE. CON',RAO?Oft Sri.ALL PRESERvE AND
PROTCT AIL fXi5PNG UTIUI~ES fROM DAMAGE. CURING
C'CftSTR=: ~11DN.
TRAFFIC CONTROL PLANKS I
FIBERLIGHT - GV HILTON SH, l7 GF 29
ENCHANTED VAY - IH 635
ALL STREET BLARES
!-ARE PERPENDICULAR
TD THE CURBS,
canoe
TYPICAL igENCH DETAIL
24'
~~8~&90~OBANO
TYPICAL STREET ROW PLACfMENi
si~i a.w
,~,
ROUTE DEFINITION
eFoe~,w~
e•
u!~>zcuie~ ~.
EQUIPMENT DEFINITION
~ ' SPL 1 75
\\
o
i
inrlrrros cwiouras,
N
1, \;
~~ TRAFFIC CONTROL PLAN - COPPELL - F[BERL[GHT - GV HILTON -ENCHANTED WAY TO IH 635
LEGEND
Type [II Barricade channelizing Devices .7 <~ Flag
Trailer Mounted - Portable Changeable I'M
Flashing Arrow Panel '~ t, I Message Sign
Flogger ' ' Sign Post ~,~
AtRI.AL
TINDER GROUND
DALLAS METROPLEX
TYPICAL STREET BCRE
ROAD = a cwzo-to
rw2o-tD AHFAD ~ LANE ~ (erncs~seENOrsI)
a ROAD m
rEL:vcs-seENOTeq ~ m FLAGGER
a END AHEAD w
~ nuenD
ROAD WORK Y ROAD
~ WORK
CW20.5R FLAGGER W C20-2a CW20~SR CW_f45R ~
AHEAD ~ ~ ~ ~ AHEAD
DW DW~
~ IDW DW ~J '
....._ - ~ ......,......~,.,....a...,......,,............«.......~ - - - - - - - - - - -
J y - ~ ~. ~.
c=i SOUTHWESTERN BLVD, 30 MPH
i .~ ~ FLAGGER
• AIICAD
.~'\.\
~~ ~ '. .4i~W2n-SR
•~• ~ \
..~__z
J
2
~~~ N
a
~_
f-
w STREET
t- I--
GENERAL NOTES:
I. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than lwo weeks
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHI~ sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX ET sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcnnediate term situations, when it is not feasible to remove
and restore pavement tarkings, the channdization must he made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. [n such locations a maximum
channelizing device spacing of 10 feet is recommended. The 10 foot
channelizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
EXISTING UTILITIES
cXIS iINC UTr.;?IES AND UNDERCR'JUN.O FAC,LI ITIS iNCiCAi:O
GN ~~ES" PLANS HAVE BE':N LCCAi`eD FRG41 RF°ERtJNCE
INe JRn1A71G1N. IT $'r.Ail 9E 7HE RESPC~lSIB)l1TY DF THE
CGNIRACTGR 1'O 'fuilFY RGiN HORIZONTALLY AND 4ERi1CAt1
~+iE !_CCAn,GN GF ALL ERIS1Ni;';1T11JTtE5 AND UKDtRGRCUND
FACiL l~S PR!CR 1'0 CONSTRUGifGN, 'G TAKE N.CESSARY
PR:CAUAiDdS IN ORDER 70 ?ROtECT ALL F.A..^,flJilES
ENCGUNiERED. I'iE. CONIRACTGR SHAH PRESER4E AND
FRGTEC'f Ai!_ EDS513NC UTI;nES FRGN OA#iAGE CURING
CC?:STRUC'ION.
TYPICALALLEYPIACEMENT
canceere eoc~ ~
z
t0i LOT
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON
ENCHANTED WAY - 1H 635
SH, l8 OF 29
LALL STREET BORES
ARE PERPEND]CULAR
TO THE CURBS.
~SIREEi 6PAOE
7YPICAL 1RENCN DETAIL
a'
AIBi BROAOBANO
TYPICAL STREET ROW PUCEMENT
51 F=F1 !'.I~RB
m
I
'\ RpUTE DEFINI110N
VEf1ESIN~ \\V//,
)7e C ~-vrEM FrJRt f~,_
EQUIPMENT DEFINRION
sronrxs
\\
;~ ~/reJ
%`
'!FfE05 CUS IOMER51 rr
M
TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HtLTON - ENCHANTEI) WAY TO [H 635
III
I
DW
SOUTHWESTERN BLVD, 30 MPH I I I
J DW I I I
_- III
III
ROAD I
cwzD-ID
WORK
AHEAD ~ I
I I
(FLAGSSLD NGTE I)
I/
io
w
SOUTHWESTERN BLVD. 30 MPH
U L
t- ----
f
DW
DW
II
II
II
DW
I I END
ROAD WORK
I I ~ caa-1a
~ ,.
~, ~L,~I17E-RII~4~ MPH
c---
END
ROAD WORK
czo-z.~
E
II II °W
= I ~'
it ~ I~
~'
II ~ II,~
II w
~Ir
I, DW
ti I ~ DW
I I.
.~
DW
ii I~r
MATCHLINE '19'
LEGEND
Type III Barricade- channelizing Devices r,T ?1 Flag _
' ~~'~
Trailer Mounted Portable Changeable M
Flashing Arrow Panel `~ „ Message Sign
F'Iagger Sign Post ~:~-.
AERfAL
UNDER GRDUNU '~~•. - ~ . ..
DALLAS METROPLEX
TYPICAL STREETBORE
~_
r
w STREET
GENERAL NOTES:
1. Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks induration.
4. The FORM ONE L[NE LEFT (or RIGHT) sign maybe used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcnnediate Tenn situations, when it is not feasible m remove
and restore pavement markings.. the channelization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where nntlic is
directed over a double yellow centerline. In such locations a maximum
channelizing device spacing of l0 fact is recommended. The 10 foot
channelizing device spacing recommendation is intended for the area
of conlicting information and not the entire work zone.
EXISTING UTILITIES
EXISP,NG UTIt3TiES AND UN-0ERCRCiYNO FAL'tLI CES 1NCICATfD
ON 111>'SE P! ANS HAVE 9EEN LOCATED ;ROM REiERENCE
1NFt1FiMAi1CN- lT SHAll BE Tt;E RESPONSi31L1^( OE THE
Ct)N+TRACTCR 1~0 >hRL~Y BDM HOR;ZON'fRU_Y A.NC VERACALLI
T'HE LOCA"G'1 OF Ate EkIS?aNG UAU'IES AND UNDERGROUND
EACILT:E"a PR;OR TG CONSTRUCTION, TD TAVfE NECE55ARY
i'RECAUP"vN5 AN ~tCER TO PROTECT AL, tACiCPES
- ".'14".~-r,ED. '['ra.E CONRr ACTC;R SH0.LL PRF_~RYE ANiI
., Ail F7f:STiNG U^LIP,ES ~tRO!F OAk9ACE DUxiNG
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH, 19 OF 29
ENCHANTED WAY - [H 635
LALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
~SIflEF.i GHAOE
iYPICAI TRENCH DETAIL
z~
41di Bfl0A0BAN0
TYPICAL STREET ROW PLACEMENT
s;REe; aea
ROUTE DEFNITION
i~a, C.
DoE ~oi.;E~
EQUIPMENT DEFINITION
sw~~;~r~
\\
r
ca~~~
i
raelreros cusorrrresi
M
MAr!r'~EF
Cl U/
TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HILTON -ENCHANTED WAY TO IH 635
at
DW
CHLINE '19'
I I DW
~~
III, Dw
I ~'~
~. DW
I'~
x
a
0
a
a
w
z
J
f-
J
W
07
LEGEND
Type IN Barricade. Channelizing Devices r~ ~ Flag I j
i I ~_` ~I
Trailer Mounted Portable Changeable .M,
Flashing Anow Panel q I~ Message Sign
Flogger ' ' Sign Post w~
ARRIAL
UNDERGROUND _
GENERAL N(YFES:
DW
MA
I p•
II
II I~
I I ? ROAD
I WORK
AHEAD cw~alD
I I ~~ (FLAGS-SCR NOTR I I
I I }.,, ~
I I I SANDERS LDDP 3~FIPA
~ END
~ ~''
iCHLINE '20' ROAD WORK
Gzo-aa
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place far projects less than
hvo weeks induration.
4, The FORM ONE LINE LEFT (or RIGHT) sign tnay be used following the
RIGHT (or LEFT) LANE CLOSED XXX FTsign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. Forintcrmediate term situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where uaf5c is
directed over a double yellow centerline. [n such locations a maximum
channclizing device spacing of 10 feet is rc~cotmnendcd. The 10 font
channclizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
EX!5"irv'4; bT4; tS A ':7a a Na Far;! q s ~rtUi%Adii~J
GN THESE PLANS NAY;: B-~~'N tOC,4 fED FR04t Rrru7SNCE
INEGR?AAFiQN. iT SHAL'~ 9E THE RESP'}45kBIU 7Y 7r' 1NE
CONTRACTOR TC Y~EFY BOTH HOnf7,ONTAt.I v AND ~cflT1CALLY
T<If ;.OCA;iCN ~" A!! SX1517NC U°tGTiES ANC :=ND&`7CRCUNO
'rACRJP~FS PPoOR oo CONSfiUC";ION, 1'O ;AK: NECES5ARY
?itECAUP,9N:S IN CRUER i0 ?RD"%Ci Ai', FACiLIi`ES
-.~ j'a< y. s ..
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH, 20 OF 29
ENCHANTED WAY - IH 635
DALLAS ME7ROPLEX
TYPICAL STREET BORE
F- L-_
w STREET
ti
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
~srnctr cvaos
TYPICAL TRENCH DETAIL
24'
ararenonoeu+o
TYPICAL 57REE7 ROW PLACEMENT
z!Rr_! awe
,~.
\ ROUTE DEFINITION
PEUES'~~i~ \\V/.
/ C~-e',iNJ WkC lip
JIG ROUIEJ
EOUIPMEN7 DEFINITION
V` 5=~,~neRs
\\
/ 9
1 enee~
'/.
i
I AP(FEEQS CuSiOMERS)
M
nr.~e~~'~ee
LEGEND
~~ ~ ' `,
Type [II Hatricade _ Chamnelizing Devices - Flag D
~
"
-~ ( e
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
Ni
Trailer Mounted Portable Changeable t
Flashing Armw Panel ! „ Message Sign M'' }
MATCHLINE '20'
I ~ ~
Flogger ~ ' Sign Post .: -. e
7 o
AERIAL ~
1
END I i
ROAD WORK 7
I
+ uNDEacROUnn
~
I~
AIRLINE DR. 30 MPH I
,/' I
II ~~~
ROAD I I
WORK 1
cwm-In 4HEAD I 1
7
7
IFLAGS-SE[ NOTC II I I
II ilk
II
~~
II=
II
V I~
II ~ I~
I Z ^
~ ~
I I GENERAL NOTES:
OW w
I ~ I, Unless otherwise stated in the plans, flags attached to signs are
w I ~ REQUIRED.
I I I ~ far less than two weeks.
3. Existing pavement markings may remain in place for projects less than
I I two weeks induration.
I I I ~ 4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
I I I ~ RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
I ~ s'igns should be t}te minimum distance indicated.
length per lane.
I I ~ 6. For intennediatc tcnn situations, when it is not feasible to remove
DW and restore pavement markings, the channelization must be made
~ I I ~ dominant by using a very close spacing. This is especially important
'
' in locations of conflicting information, such as where traffic is
MATCHLINE
21 directed over a double yellow centerline. [n such locations a maximum
channclizing dcvicc spacing of 10 Fcct is recommended. The 10 foot
channclizing dcvicc spacing recommendation is intended for the area
of conflicting information and not the entiro work zone.
~ r
DALLAS METROPLEX
TYPICAL TRENCH DETAIL
74°
P18i99040BAHJ
TYPICAL STREET ROW PLACEMENT
~IREEI Q;RH
ilr
ROUTE DEFINITION
veoesi,u, \\V /
j. ,~ ., ~. ,~,
?e• .~
ulcROwe~
EQUIPMENT DEHNI RCN
5r.~~re7
\\
;~ ~~~ a
'/.
TYPICAL STREET BORE
L_-
W STREET
w
r
N
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
~-SiNEEi G4AOE
EXiST1NG UTIUTIES_
EttlSTINC L1iiUIIES AND tiNJERCROtiNU 6ACbL(11ES INDICA~, cD
CN 1HESE ?I.ANS HAVE 6EEN LCC.ATED ERC+t NEFE3ENCE
!NfCe~.INAiION. IT ~sALL Bf i}iE RESPCN518lIJ i" CE 1Hc
Ci:,J'I'ACTUR ]'9 NERIFY 8G'IH HC3IZCN"Ally ANO VE8>1CASL.Y
1~iE ! (KA"CN GP AU_ EMIS~NC U11UP~ES AN6 U?sfhfRt;RDUND
PAC•U"£S PR!{;fi IC CUNS~:RUCi'.Cfi; 10 ":AKE NECESiAPY
PREC,dJrCNS !N (Yi,;-', TC PRCI"~'C? A'._ FACi!:PES
i0 ~ M
TYPICALALLEYPLACEMENT
CO~CF.ETE EDGE
r
TOT r0i
TRAFFIC CONTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH, 21 OF 29
ENCHANTED WAY - IH 635
10WER5i
1M
A!/PU4~R J
~i~'
TRAFFIC CONTROL PLAN - COPPELL -FIBERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
MATCHLINE
I
II
II I
II I
a
J~~~=
a
DW ~ ~ °a ~
~ ~I
DW
J I,
H
J
W
IINI~~
II I~~
I I I '.
II ~
I
III
END I I ~ I
ROAD WORK
c?o-?a
1 I
_WRANGLER DR_30 MPH I I
-~
IInIII
III IIII
ROAD MATCHLINE 'c
WORK
CwzU-lo AHEAD
tFl AGS-SPP NI1TP I)
LEGEND
Type III Hanicade Channelizing Devices ~: -. Flag
I ~~~.
Trailer Mounted Portable Chatlgeable M
Flashing Anow Panel ! „ Message Sign
Flaggcr Sign Post -.
AE111.4L
UNUEN GROUND y%,,,., _, v _
EXISTING~UTIUTIES
EXiSi1NG U17U f1ES ,SNU UN7tRGRCUNU TACILIYiES iNDICAtED
ON DsE~'r ?LANS HAVt SEEN LC`CAlEC FRO&i REFERENCE
INF'OR.MAf!ON. If SnAii. BE THE RE&~ONS3!3WiY OF tkr
CUN~SRAO'9R i0 4fRIF"'! 90tH H,C~?!ZCN!'ALLY .ANC 4ER f1CALL
FHE LCCA'Ur OF Al..i L#'Si1NG U;>1J11E5 ANC UNt7ERCRCUNC
FACI'Jr,[S PR1UR TU CONC~l;i;mC,N, 7C 1AME FIECESSARY
%Rk A., "rCNS 'rv 4 ? t Al!- F "=:i
tL Clt
P2 .~ ,.
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH, 22 OF 29
ENCHANTED WAY - IH 635
TYPICAL STREET BORE
L-
H
w STREET
~ ~-
GF,NERALNOTES: _
1. Unless otherwise stated in the plans, Flags a¢ached to signs are
REQUIRED.
far less than two weeks.
3. Existing pavement markings may remain in place For projects less than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGFIT) sign may be used fallowing the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. for intennediatc term situations, when it is not feasible to remove
and restore pavement markings, the channelization must be made
dominant by using a very close spacing. This is especially importaN
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. [n such locations a maximum
channclizing device spacing of 10 feet is rcuommendcd. The 10 fool
channclizing device spacing recommendation is intended for the alna
ofconFlicting information and not the entire work zone.
TYPICAL ALLEY PLACEMENT
CONCRETE EDG_
7
~i r0?
DALLAS METROPLEX
LALL STREET BORES
ARE PERPENDICULAR
TO THE CURHS,
~STPEEi GFAGF
NPI CAL TRENCH DETAIL
2J'
A18l9FOA09NJ0
ttPICAL STREET ROW PLACEMENT
~iIFEFi vUFP~
,f
ROUTE DEFINITION
V`I)ESfnl~ \\\~////
;,,, l~w~,~~GRE~~
EQUIPMENT DEFINITION
~Pl ifl'RS
\\
c~rJ r
i
nMnir~
LEGEND
~ \ 1'i `i Type III Barricade_ Channelizing Devices ~ Elag U
~
'
~ i
~
~
~ ~~~~
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIG '
~
HT - GV HILTON -ENCHANTED WAY TO [H 635
Trailer Mounted Portable Changeable : r.
~
~
M s;
~~t Message Sign
Flashing Arrow Panel i ~~
~:
MATCHLINE '22' s:
Flogger Sign Post - , a;
T.
e.
a.
neRIAL ~~ u
n
t;
t.
II~
II II~
II
I~
~~ ~~
II
~~ riNUI:R GROLNU
II
II I++~
II I3
II
a I~
o
II ~
z GENERAL NOTES:
J
w
1. Unless otherwise stated in the plans, flags attached to signs are
~+ I ~ REQUIRED.
v~
I~
for less than two weeks.
3. Existing pavement markings may remain in place for projects Icss than
two weeks induration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated-
length par lane.
6. For intclmediatc term situations, when it is nol Feasible [o remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
M ATCHLINE '23' directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The 10 foo!
channclizing device spacing recommendation is intended for the area
of conflicting information and not [he entire work zone.
i t
KiSTING UTILII
°Xla NC TUi SAND CYDER ROb ~ FA:A i p INOICATFD
ON il'~aE RLA~S RAYS S; EN LOCAT'?7 FRAM Rr'ERENCF.
'N fi,F>,110N. I 5r,A~t DE T15E Y2ESr GNSi9dJ'Y P' PriE
C9Ni8A.C?GR TO VERIfY BO~PrI HORi%ON'fALLY AN'C Yf.,R31GALL
tHE LOCAGN G6 Ali EX?S".1NC U:ILIPES AND 'CNQEi3GRpJNO
h`ACLIIIES PR!trR 70 CGNSTRUCIION, TO TAK~c NECK=SSAR'!
PRECAli3pNS 1N CRD~;R TO %!i0?F:C? ALi_ FAu,J i ES
c::CGI;s; iEftED. 'IFE CON"RAC''OR SHALL f R:SR`r~' ANr.
PiiOTEC'f ALL. EXfS9NG 4'tt1TES :ROM DAMAGE DIRYNG
;Jh i'.a
TRAFFIC CANTROL PLAN-KS I
FIBERLIGHT - GV HILTON SH: 23 OF 29
ENCHANTED GAY - 1H 635
DALLAS METROPLEX
TYPICAL STREETBDRE
L__
F
w STREET
w
h
ALL STREET BORES
ARE PERPENDICULAR
TD THE CURBS.
~-srnECr cruoe
TYPICAL TRENCH DETAIL
2a' ~\
ararenameavo
1YPICAL STflEET flCW PLACEMENT
sign ase
,~,
11~ aourE DERNmoN
eeo=s,nr \\~//~
j. ~ eSieo DOre is
e
uK aou°_~
EQUIPMENT DEFINITION
V ` sP~~i revs
\\
~r~ o
,~,~ ~ ~
isr~,reerr,~cuson~re;l
M
avv,i°! e
~~
~
LEGEND
~
;j \.,,
El
~ ag
Type lII Barricade channelizing Devices - t
~ ~ ~ ,Y;' t
TRAFFIC CONTROL PLAN - COPPE LL - FIBERLIGHT - GV HILTON -ENCHANTED WAY TO 1H 635
Trailer Mounted Portable Changeable
M
~ t
,
„ 'd Message Sign
Flashing Arrow Panel a
NATCHLINE '23 ' Flagger Sign Post ;:'-. ~ e
r
II I}
9
I ~ ACRIAI _ ~ t
I
11
,
II ~~
II ~~ UNDER GROUND .-
II I~
I!~
OW I
II I~
II III
II III
ROAD II III
I I~
I I
WORK I
F
Cw2alD AHEAD I =
(PLACS~SEH NUTG II
F
II a
~~
~ I ~ GENERAL NOTES:
1 ~
~
RIGHT I I w I ~ 1. Unless otherwise stated in the plans, Flags attached to signs are
CANE
cLOSPn <
~~
~ I ~ RE UIRED,
Q
~
II
° I
AI IEAD I,
I I RI I ~ far less than two weeks.
cwzo-se vi ii
I ~
I' I I ~ I ~ II 3. Existing pavement markings may remain in place for projects less than
~° ~ I I two weeks in duration.
I I ~!I' f RIGHT
LANE The FORM ONE LEVE LEFT (or RIGHT) sign may be used following the
4
CLOSED .
RICHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
I cwzo~sR
-K-„AHEAD,. signs should be the minimum distance indicated.
END + I I ~ °~t CWZ~ID length per lane.
ROAD WORK
° 6. For intermediate term situations, when it is not feasible to remove
c
u ~ ffLAGSSBE NOTE I]
o
ROAD
and restore pavement markings, the channelization must be made
z
.za ~ ( WORK
~~ AHEAD dominant by using a very close spacing. This is especially important
~, I in locations of conflicting information, such as where traffic is
MATCHLINE '24' directed aver a double yellow centerline. [n such locations a maximwn
channelizing device spacing of 10 feet is rccotmncndcd. The 10 foot
channelizing device spacing recommendation is intended for the area
of conflicting infunnation and no[ the entire work zone.
DALLAS METROPLEX
ttPICA! TRENCH DETAIL
2z°
amraaaaoeaxo
TYPICAL STREETROW PLACEMENT
Si REED aa9
~I
AOUTE DEFINITION
PEOESi ^~ ~
~10~I ,X---RO,,~ Pr k< <~:
iUf R;N~IfJ ~.
EQUIPMENT DEFINITION
V` ;PE~IICa,
TYPICAL STREETBORE
L-
F
w STREET
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
GFME
\\
cneE_~
cuscr;eR,:
M
~V/PI I(IER
EXISTING UTILITIES
EX9511NQ UP!17~ES AND UNIiERu;i0in'dD PACIi1TEES iNQICATeti
QV =}iESE P!.ANS H~d'~ BEEN '_OCATE9 TitO~l REFERENCE
iNFORP1Al0Y. iT SHAL'.. HE itiE iE5FON31DILITY CF 1FrE
:ON~iAC'`GR T9 VERiFY BOIIi H';RIPON'TALIX AND YTHTICALt
iTtE LOA"~Orl OF AiL EX~511:dC '.; 7t;?lES ANG iiN'UERGROCN~
FA4',! ITiES PRI(h4 TO CikdS'RUC-ON, TO TAKE NEGES.SA9'Y
PRtCAti"i0Pr5 IN ..^,R;-"' T^ PROF:Cf ALL FP,CI±,1,n;
E~4 ~M ._,
PRC
v~klS-_.. _..
TYPICAL ALLEY PLACEMENT
CO~CRf_TE EDGE
2
for nor
TRAFFIC CONTROL PLAN-KS
FIBERL[GHT - GV HILTON SH, 24 OF 29
ENCHANTED WAY - IH 635
I~~ I
LEGEND
~~ ~~Sl~
Fl
i
ag !
ces
Type III Batncade Channelizing Dev
TRAFFIC CONTROL PLAN - COPPELL - F[BERLI GHT - GV HILTON -ENCHANTED WAY TO IH 635 i ~ ~ v~
t
Trailer Mounted Portable Changeable
'M
Message Sign
Flashing Arrow Panel ! ~,
i
MATCHLINE '2 4' Flagger ' Sign Post ~~ _
LAKESHORE DR. 30 MPH I I
+
II II s
-~ , I I I I AERIAL
/ ' ~ I I I
~I I UNUER GROUND
ROAD ~
I
WORK
cwao-ID AHEAD
let.ncs see Nore u ~ I I
~I III
~I I
II
~
I
~I II
II
~I ~~
~I
II
~I ~
II
~I ~
~I
~II
~ GF.NF.RAL NOTES:
I I
,~ I N L Unless otherwise stated in the plans, Flags attached to signs are
~
I REQUIRED,
DW II
,JI II
fnr less than two weeks.
I I 7. Existing pavement markings may remain in place for projects less than
I
I two weeks in duration.
4. The FORM ONE L[NE LEFT (or RIGHT) sign may be used following the
I
~ RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
.,~ signs should be the minimum distance indicated.
DW I
( I I
~~
~ length per lane.
(I
_ 6. For intermediate term situations, whcn it is not feasible to remove
i I and restore pavement markings, the channciization muss be made
I
I dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as whcn traffic is
MATCHLINE '25' directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The l0 foot
channclizing device spacing recommendation is intended forthc area
of couflicting information and not the entire work zone,
EA5 LNG U:lulins Ark ..~NtiEittN v; ~AU1~ n .NJISA fri
DN zESE PLANS HAYS fl-dN'. SOGAT- }ROM Ac ~-RENCF,
!NFD~MATiON. I° ~IfALL 9E ihE R KP ~SI9i~.lT`' ~ THE
C"N'~2A T'OR TC aknlrY 00'!t t'Q4 ..fi TA!_f AYD dERi!CA;.t
'}IE LDCAl70N OF AL!. E.u,ISiINC UIILt TIES AN1 UF~rY".3GRCUNC
fACiLJTIES PRIG 'fD CJN37RUC~90N, TO TAKE NECE9SARY
?RECROi'r'J=.'!S IN OP.G^.A i0 ?hi0it.C° ALL FAGP.:?ES
E:NCOUNiAc9. i?:L CCidiriAC10R SH~§I..L °RESe.°.'~ AND
PRO]ECT ALL EXIS~^NG 'U!1!_i "?5 RCN ;AIi.ACi. v'URINO
TYPICALALLEYPLACEMENT
CCrcCRETE EDGE
7
LOi LOT
TRAFFIC CONTRA PLANKS
FIBERLIGHT - GV HILTGN
ENCHANTED WAY - IH 635
SH, 25 GF 29
DALLAS ME7ROPLEX
ttPICAL STREET BORE
L_-
F-
W STREET
w
H-
ALL STREET BDRES
ARE PERPENDICULAR
TO THE CURBS.
srneer cnao~
!a I I 2~
TYPICAL TAENCH DETAIL
1d'
ararexonnamuo
1YPICAL STflEETROWPLACEMENi
~zr~~:_~~~~
I1'
I
\ ROUTE DEFINITION
Peocs i,u~ \.\\\V///.
~~--auno Peke r~;
uv wuie~
EQUIPMENT DEfINTION
;~u~e~
\\
~ieJ o
~~
Femscusioorres~
M
,~~
TRAFFIC CONTROL PLAN - COPPELL - F[BERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
MATCHLINE '25'
III ~~
III II
iII I I ROAD
+ WORK
I AHEAD cw?a-to
~j~ irLACSSee NoTe n
I I I _ _ ~ VAN ZANDT DR, 30 MPH
II
I I r \ END
~I
I ROAD WORK
G?0-2n
a II
~I ~ II
EI ~ II
I w
J
J II
EI N II
I ( I
II
Dw..l ~ I I
•.~ ~ ~ ~
iII
EI I~
~I III
~I III
~I III
~I
~I
~~ II
~I II
~~ III
MATCHLINE '26'
LEGEND rr
Type III Barricade. Channelizing Devices t;'. .. Flag
t.
Trailer Mounted Portable Chamgeable
Flashing Arrow Panel ~ ~, ~ Message Sign I~/I
Flagger I Sign Post ~~
ALiRI AL
UNDERGROUND ,. _.
GENERAL NOTES:
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
far less than two weeks.
3. Existing pavement markings may remain in place For projects less than
two weeks induration.
4. The FDRM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGF[T (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate term situations, when it is not feasible to remove
and restore pavement markings, the channdization must be made
dotninant by using a very close spacing. This is especially important
in locations of conflicting information, such as where ttaffic is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
CAIJ ~~U~ ~!,i
EXISTING UTILITIES
tx!S'C1NG Ui?LIPES ANG UNDfRC~RClND fACIUi~~,ES INC~CA; (c'D
ON fNES4 PLANS iA`h~ BEEN CCA ; FRCM Rrr R NCE
~N JRwA'ECN. !T SHA'1 9E rHC RENON519iL11+ CF TSiE
CON1RruTCR TC 4E41r"Y 3U 14 ~17RlPCNTAt:., ANG 4Eti'CA.i11
itiE LOCAPON CF ALL EMISTNG UnLIRES AN7 UNGERGROtsNq
FACiUTlES PRIgR (q CgNS''tr UCaCN, TO rAi(E NEC£SS.ARY
PRECAUDCNS ~N gRGER iq PROTECT ALL FACUT~ES
'ENCOUNTERED. ;?iE CCN'RACTgR Sr{ALL PRESERY ANG
'ftQi_Ci ALL :XISiING U1U^ES F"nq~i CAAtAGE DURING
CCNSfRUCi1CM.
TYPICAL ALLEY PLACEMENT
concRerr eocr ~
2
car nor
TRAFFIC CONTROL PLAN-KS
FIBERLIGHT - GV HILTON SH, 26 OF 29
ENCHANTED WAY - ]H 635
DALLAS METROPLEX
TYPICAL S7REE7BOflE
L_-
r
w STREET
w
r
- h
ALL STREET BORES
ARE PERPENDICULAR
TD THE CURBS.
$iFfEr GFAGf
I~ I SI I. ZI
TYPICAL TRENCH DE7NL
sx
ArareaanoawG
TYPICAL STREETROW PLACEMENT
~IRLEI CL'P5
,h
AOUiE OF,FlPPAON
PE'JESIN.~~
2Q ~~p
ur.; Ravn~
EQUIPMENT DEFINITION
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TRAFF[C CONTROL PLAN - COPPELL - F[BERLIGHT - GV HILTON -ENCHANTED WAY TO IH 635
MATCHLINE '26'
~~ ~~
~I
~I II
~JJ~I~
7I <
LEGEND
END
ROAD WORK pp
G~Zt)-20 \l
N
J
Type 111 Barricade. Channelizing Devices ': .-. Flag
~i]]
Trailer Mounted Portable Changeable -,
Flashing Arrow Panel ~~ ,,, Mcssagc Sign M
Flagger ~ I Sign Post
AERIAL
..., ~,
UNDER GRUUNU *"?.
DW
DIVIDEND DR, 30 MPH
• ..~ ~ ~
II
~~a,~~ ~I iII
ROAD
WORK
cw?o-ID AHEAD
(FLd(iSSGE NOTC I I
~I III
III
~~ I ~ DW
Dw II ill
~~I II
I
~I
~I II
~I II
~I II
,.~ ~ I I
DW II
\•a ~ I I DW
MATCHLINE '27'
GENERAL NOTES: _ _ __
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LAVE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate tcnn situations, when it is not feasible m rernovc
and restore pavcmcmt markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 feet is rr~ommondcd. The 10 foot
channclizing device spacing rccommcndation is intended for the area
of conflicting information and not the entire work zone.
EXISTING U?1LITIES
EKVS`!NG t;^L9?1ES A,jD UNDERUH4UN'1 FAGJPES iNiiICA(fi0
ON TH£SE PLAN5 WAVE BEEN LCCA i€'D FRUM REt"4'-f ONCE
Iti"URMAAUN. !T MALL BE THE RE5PCflSldltJ?Y OE "iE
CUN~IRAQiCn7 TU 4fiT~FY BU,rf HORi?UNLtJ.Y AND Ye'RP.CAL~
~?E LGCAI1CN OF ALi EX;ST~eNC UiilJ^~ES ANO 7NUERGR;k:ND
FAC(LI?IES PRIC7R TO CUNSTRUGIl'J"h!, TQ TAt(E fl'cGESSARY
pgcr.;-n.0'sdS iN ^v,44ER ~i0 ?RO TCi A!.L ~~9CIC^'S
TYPICAL ALLEY PLACEMENT
concReTe eoce ~-
2'
~OT LOT
TRAFFIC CONTRl1L PLAN-KS I
FIBERLIGHT - GV HILTON SH, 27 DF 29
ENCHANTED VAY - [H 635
DALLAS METROPLEX
TYPICAL STREET BORE
~_
w STREET
a!
LALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
SiFEEr GgPOE
i
-~
TYPICAL TRENCH DETNL
~a~
nraraaonosa+o
TYPICAL STREET ROW PLACEMENT
S~. VECi CURB
~I
ROUTE DEFINITION
eraesin!~
;~ ~~--ra+u auee i[
e Il
ve~we-1
EQUIPMENT DEFINITION
s~-o~~r~
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i.~F~oscusiorre~zs ~ i~
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~w~Pi~neR J
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TRAFFIC CONTROL PLAN - COPPELL - FIBERL[GHT - GV HILTON -ENCHANTED WAY TO [H 635
LEGEND
Type H[ Barricade Channelizing Devices ~ Ha Flag
i i
ri
Trailer Mounted ~ Portable Changeable M
Flashing Arrow Panel i - ~~ Message Sign
MATCHLINE '2T Flogger " i Sign Post .: -
C ACRIAL ~~®
~I II DW
I
~I
~I
~I I I
II
~~
II UNUER GROUNU .~~+~,. _.
~I
~I
~I
a II
II
II
~ I ° I I
... v
DW II ~ II
.~ I w
Z
J
W
~'
~I N II
cl
;I I I I GENERAL NOTES:
'I I I I I .Unless otherwise stated in the plans, Flags attached to signs are
DW ~ I I I I REQUIRED.
I
I I for less than two weeks.
~I I I 3. Existing pavement markings may remain in place for projects Icss than
II
two weeks in duration.
1 I 4, The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
I R[GHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
I I I signs should be the minimum distance indicated.
~~ II
Length per lane.
I I I 6. For intermediate term situations, when it is not feasible to rmnovc
I and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
~ ~ in locations of conFlicting information, such as where traffic is
MATCHLINE '28' directed aver a double yellow ccntr~rlinc. In such locations a maximum
channclizing device spacing of 10 feet is recommended. The l0 Foot
channclizing device spacing recommendation is intended for the area
of conFlicting information and not the entire work zone.
C fi iJ ~'. V:. `! Ili
't'XISTING UTILITIEz
EX!S6NC UTIUISES RND UNUERvatCUNU FACIU~[±~5 !NGiCATF~7
0* RiESE PANS HAVE BEeN LOCATEC FR061 R`FERENCE
YIFCRAiARt'UL. IT S4AL1. BE ?Ae RG3'CNSi31Utt GP Ti"E
ryd TA9CTCR TO 4F.RiFY BC Ri HOPoZOYTAL_Y A,'lU '/fR11CALLY
ik'E LCC.i10N CE AIS. ExISPNG UOIJTIES AND UNGERGR6UNU
FAC;! IT1ES P;2!OR Tti CONS~UCT!CN, TO T.A4E NECESSARY
PT2EC.AL'"GkS !k (RiUE 14 PivOTt'CT Ail FACIA^i::5
t ... ` 6Cw TRA H " P 5t4rE Ai~Y^
TRAFFIC CONTRI)L PLAN-KS I
FIBERLIGHT - GV HILTON SH, 28 OF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL. S7AEE7BORE
L_.
F-
w STREET
~ ~-
LALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
rS1FEEI GHPOE
TYPICAL TRENCH DETAIL
24'
ararenoare~vo
TYPICAL STREET ROW PLACEMENT
5~°fEi i:UAB
ilr
RpUiE DEFINmON
Pevsin~ \.\\v///,
j C J~ROM PIJPt ~'.
?0' III~~~
ii/G RDi'.~F~
EOUIPMENi DEFINITION
V` sr~,neR=,
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Gu510MFR5~
M
hMPI ~`Ifk
/~
l t _...
.~ a/
TRAFFIC CONTROL PLAN - COPPELL -FIBERLIGHT - GV HILTON -ENCHANTED WAY TO [H 635
MATCHLINE
y~
13l
7 I
III
III ~
'28'
I
I
I
~''llll
~~,~J~~
OV~~II II
..I
~ I
~I
Z
~I w
~I ~ II
G7 I I
I
END
RDAD WORK
G20-2a
III
ROAD
WORK
AHEAD CW20.1D
~~ trLncs-st~rNOTep
- - - HACKBERRY RD. 30 MPH
'+' \
END
ROAD WORK
G2oda
LEGEND
Type HI Hanicade Channelizing Devices ~1 ~~ Flag I
I ,~: -'
Trailer Mounted Portable Changeable
Flashing Arrow Panel '~ .r ' Message Sign ! M
Flogger'. ~~~ Sign Post ~a
ACRIAL
UNDER GROLND -__:
GENERAL NOTES:
I. Unless otherwise stated in the plans, Flags attached to signs are
REQUIRED.
ROAD
WORK
AHEAD Cw?o-ID
/ I['L.ACS-sQO NOTG I)
v
...
0
II
/~ fly ~
I I( I I I I ~3~ ~~ ~R~~
II .~\y \
~~ \ \
For less than two weeks.
3. Existing pavement markings may remain in place for projects Icss than
two weeks in duration.
A. The FORM ONE L[NE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFTI LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intcnncdiate term situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traFrc is
directed over a double yellow centerline. In such locations a maximum
channclizing device spacing of 10 fact is reeommcnded, The 10 foot
channclizing device spacing recommendation is iuG°ndcd for the area
of wnflicting infumtation and not the entire work zone.
Xa '~NG UT~,Lh AAV UNG', R ;D fAULi lic'S ikD~Ga3cD
UN THESE S'LANS HAVE BEEN LOCATED FRCGi REFERENCE
INFORPIA-UN. iT SHALL R£ i~1E AESPUNS131LiTY rF TFdE
CCN'Ri.ACT~t TO VERIFY 8O-H HORIZONTALLY ANiJ VERdTGALLY
rHE L"JCA?ON DF ALL EXISlNG Ullli-ES ANO UNDERG57IX.NC
FACI(_ICES PRIQit r0 CC~tST9UCBON, TO MANE NE^~.ESSARY
°RECA~~UGNS'k ~?DE:~ TU PRC'?.'CT A;;, tA~^!'?!FS
TYPICAL ALLEY PLACEMENT
coNCRtre toe e
2
L01 LOi
TRAFFIC CINJTRDL PLAN-KS
FIBERLIGHT - GV HILTON SH, 29 OF 29
ENCHANTED WAY - IH 635
DALLAS METROPLEX
TYPICAL STREET BORE
L-_
F
w STREET
ti
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS,
$rflEEt GfWOE
IR .I 31, I ~1
1YPICAL TRENCH DETAIL
~,~
Ribs BPQ4~BAN0
TYPICAL STREET ROW PLACEMENT
SIR[EI GV~B
m
__ I
ROUTE DEFINITION
Nroesir.i,~ .
1 ~L-.eono es;e[i~e
i ur, e, ii:fFJ ~ FF
EQUIPMENT DEFINITION
`~~ ~~:~~tR~
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