R85-15 07-22-85RESOLUTION NO. R85-1S
A RESOLUTION PROVIDING FOR THE APPROVAL OF THE
AGREEMENT DATED JULY 22, 198S, BETWEEN THE STATE
OF TEXAS AND THE CITY OF PEARLAND, FOR THE INSTAL-
LATION, CONSTRUCTION, EXISTENCE, USE, OPERATION,
AND MAINTENANCE OF HIGHNAY SIGNAL PROJECT AT THE
LOCATION SHO~N ON EXHIBIT 1, ATTACHEDHBRBTO AND
MADE A PART HEREOF, IN THE CITY OF PEARLAND; PRO-
VIDING FOR THE EXECUTION OF SAID AGREEMENT; AND
PROVIDING AN EFFECTIVE DATE.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEAR-
LAND, TEXAS:
SECTION 1. That the certain agreement dated July 22,
198S, between the State of Texas and the City of Pearland, for the
installation, construction, existence, use, operation, and mainte-
nance of certain highway traffic signal at the location shown on
EXHIBIT 1, attached hereto and made a part hereof, in the City of
Pearland, be and the same is heraby approved, and Tom Reid is here-
by authorized to execute said agreement on behalf of the City of
Pearland, and to transmit the same to the State of Texas for appro-
priate action.
SECTION 2. That this Resolution shall take effect on
and after its passage on first and only reading this 22nd day of
July, A. D., 1985.
PASSED, APPROVED and ADOPTED this 22nd day of July,
A. D. , 1985.
Mayor
ATTEST:
~ityS~re~
APPROVED AS TO FORM:
•
•
_ STATE .OF TEXAS §
COUNTY OF TRAVIS . §
This AGREEMENT, dated this 22.n d day of July , 19 85, by and between
the State of Texas, hereinafter called the "State," Party. of the First Part; and
the City of Pearland Brazoria . County, Texas, acting by '
and through its duly authorized officers under an Vr to n,axgR , passed
the . 22nday of July , 19 85,. hereinafter'..called the "City," Party of the
Second Part, is made to become effective. when fully executed by both parties.-
- W I T N E S S' E- T
WHEREAS, the City has authorized' the installation, operation, and maintenance
of highway traffic signal (5) bybrdinAaniagaiim, passed on the 22nd day of
July , 1985 , at the location(R) shown on EXHIBIT 1, attached hereto and made
apart hereof;-
AGREEMENT •
•
NOW, THEREFORE, in consideration of the premises and of the mutual covenants
and agreements of the parties -hereto to be by them respectively kept and
performed, as hereinafter set forth, it is agreed as follows:
1. The State will furnish the necessary funds -for the_ actual construction,
prepare plans and specifications, install said highway traffic signal( ,
supervise construction, and upon completion of construction, will furnish the ,
power and operate and maintain said highway traffic signalCs) .
2. The City hereby consents to the construction of the highway traffic
signal (g) shown on EXHIBIT 1 by the approval of the location and manner of
construction as shown on the plans and described in the specifications.
•
AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 1-3 , 11-84 •
3. The City will exercise no control whatsoever over the operation,
maintenance, use, or existence of the highway traffic signal (x) without written
authority from the State Department of Highways and Public Transportation.
4. The State shall have the authority to make such changes in the design and
operation of the highway traffic signal (c) as it may deem necessary and advisable
to promote the safe, convenient, and orderly movement of traffic.
5. The City will be responsible for the police enforcement required for
securing obedience to the highway traffic signal (C) .
6. In the event the signal (g) installed in accordance with this Agreement
become unnecessary or are removed for any reason, this Agreement shall terminate.
7. The State will not incur any financial obligation to the City as a
result of this Agreement.
AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 2-3 11-84
•
IN TESTIMONY WHEREOF, the parties hereto have caused these presents to be
executed in triplicate on the dates shown hereinbelow.
• Executed on behalf of the City, this
_ - 22ndday of July 19, 85
ATTEST:-
�C By: Ch--L C
Secreta y for City Mayor
THE STATE OF TEXAS
Certified as being executed for the purpose
and effect of activating and/or carrying out
the orders, established policies, or work
programs heretofore approved and authorized by
the State Highway and Public Transportation
Commission:
APPROVED:
Chief Engineer of Safety
and Maintenance Operations
DATE: ������ — •
• AGREEMENT (TRAFFIC SIGNAL - TYPE 1A)
3-3 11-84
EXHIBIT 1
LOCATION( )
FM 518 and Woodcreek Drive in Pearland
EXHIBIT 1
t
RESOLUTION NO. R85-15
A RESOLUTION PROVIDING FOR THE APPROVAL OF THE
AGREEMENT DATED JULY 22 , 1985 , BETWEEN THE STATE
OF TEXAS AND THE CITY OF PEARLAND, FOR THE INSTAL-
LATION, CONSTRUCTION , EXISTENCE , USE , OPERATION,
AND MAINTENANCE OF HIGHWAY SIGNAL PROJECT AT THE
LOCATION SHOWN ON EXHIBIT 1 , ATTACHED HERETO AND
MADE A PART HEREOF, IN THE CITY OF PEARLAND; PRO-
VIDING FOR THE EXECUTION OF SAID AGREEMENT ; AND
PROVIDING AN EFFECTIVE DATE .
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEAR-
LAND, TEXAS :
SECTION 1 . That the certain agreement dated July 22 ,
1985 , between the State of Texas and the City of Pearland, for. the
installation, construction, existence , use , operation , and mainte-
nance of certain highway traffic signal at the location shown on
EXHIBIT 1 , attached hereto and made a part hereof, in the City of
Pearland, be and the same is hereby approved, and Tom Reid is here-
by authorized to execute said agreement on behalf of the City of
Pearland, and to transmit the same to the State of Texas for appro-
priate action. •
SECTION 2 . That 'this Resolution shall take effect on
and after its passage on fitst and only reading this 22nd day of
July , A. D. , 1985 .
STATE OF TEXAS
COUNTY OF Brazoria
I, Kay Krouse , the duly appointed,
qualified and acting city secretary of the City of Pearland
Texas, hereby certify that the foregoing pages constitute a true and correct
resolution
copy of an omrdcivaoacQcaef duly passed by the City Council at a meeting
held on July 22 , A.D. , 19 85, at 7:30 o'clock P. M.
To certify which, witness my hand and seal of the City of Pearland
Texas, this 26th day of July , 19 85 , at
Pearland Texas.
•
City Secret y of the City of
Pearland , Texas
INDEX TO SHEETS
NO. DESCRIPTION
I. Title Sheet
2. Estimate & Quantity Sheet
3.-4. Basis of Estimate Sheets
5.-6.
7-8.
11.- IIA.
16: I6 B.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
Spec. Data Sheets
Condition Diagrams
Plan Layouts
Notes for Plan Layouts
Elevations A• A - G• G
Phase Sequence Diagrams
Construction Details
Controller Foundation Details
Meter Pole Details (Omitted)
Pull Box Details
Pavement Marking Details
Standard Hwy. Dept. Barricades
W(I)
SMD(I-I)
SMD(I-2)
SMD(I-3)
STATE DEPARTMENT' OF HIGHWAYS
AND PUBLIC TRANSPORTATION
PLANS OF PROPOSED IMPROVEMENT
PROJECT NO. MC-976-2-52
BRAZORIA COUNTY---- HIGHWAY NO. FM 518
FIXED- TIME SIGNAL W/ SAFETY LIGHTING
FM 518 AT FM 1128 NEAR PEARLAND
FIXED TIME SIGNAL W/ SAFETY LIGHTING & INTERCONNECT
FM 518 AT WOODCREEK DRIVE IN PEARLAND
CONTROLLER 4REPLACEMENT
FM 518 AT DIXIE FARM ROAD IN PEARLAND
(1-82-8011)
BTS
FM 518 WOODCREEK
DRIVE
DIXIE FARM
ROAD
0 DENOTES PROPOSED IMPROVEMENTS
BARRICADES TYPE I
(ALL APPROACHES)
NOTES:
SPECIFICATIONS ADOPTED BY THE STATE DEPARTMENT OF HIGHWAYS
AND PUBLIC TRANSPORTATION, SEPTEMBER 1, i982, AND SPECIFICA—
TIONS ITEMS LISTED AND DATED AS FOLLOWS•SHALL GOVERN ON THIS
PROJECT
SPECIAL LABOR PROVISIONS FOR STATE PROJECTS (000---011)(9-82).
FOR BARRICADES AND SIGNING AT INDIVIDUAL INTERSECTIONS UNDER
SIGNAL CONSTRUCTION, REFER TO STANDARD SHEET 1-82-8011 BTS.
•
1
•
romil
•
•
•
•
of
n
APPROVED
• DATE
PLANS
6-24-85
LETTING
WORK
STARTED
'
WORK
COMPLETED
DATE
MAYOR, CITY OF PEARLAND
CORRECT
DATE
SUPV. DESIGN ENGINEER
RECOMMENDED FOR APPROVAL
DATE
DISTRICT ENGINEER
RECOMMENDED
FOR APPROVAL
ENGINEER OF TRAFFIC
APPROVED
1
CHIEF ENGINEER OF SAFETY AND MAINTENANCE
OPERATIONS SHEET 1 OF 26
• ESTIMATE
SUMMARY
•
ITEM-
A
U
L
TOTAL
CODE
N
FM
518
WOODCREEK
DESCRIPTION
FM
513
4
Ft~q
112.5
T
EST.
FINAL
EST,
FINAL
EST.
FINAL
1.02
EST
FINAL
±&M
r
T
FINAL
.32C
500001
M061LIZAT►ON
.2(05
1S
11111
2
2
50
001
6ARCD.
SIGN
AND
TRAP.
NANDLIN
G
MO
4
•334
It32001
INSTALLATION
OF
HWY.
TRAF.
SIGNALS
0'
��
8 5
PAV
MARK.
(24 lug
WHITE
SOLID
145'
=WERMO
:
•
�
11111111111111111
111111111111111111111111111111.1
[ 7001
• R
PREPAo
PhV
Mtm2,
4
ATZROLI
A
I
TZ
EF
RET
PR
FM)
PA
MA{ZK
ONLY
EA
i
—.—,
■_--
IIII
111111101111.111111111.111111
II
III
111
nil
MATERIALS
FU2.NI51-IED
THE
6`(
STATE
—�_-
FIYE0'
TIME
CONT-zoLLER.S,
331 STEEL
STRAIN
POLES.
AND
TIME
- 5ASE,
COORDINATION
I
I
UIJ
ITS
ESTIMATE a QUANTITY SHEET
COUNTY
DIST. NO.
HWY. NO.
TOTAL
SHEETS
SHEET
NO.
Brazoria
12
FM 518
26
2
CONTROL 976 ISECTION 2 I JOB 52
LIST OF MATERIALS FOR
HIGHWAY TRAFFIC SIGNAL
QUANTITY
UNIT
DESCRIPTION
*ESTIMATE
FINAL
CONTROLLER,
FIXED
-TIME
EA
I
POLE,
30' STEEL
POLE
'I
4
"
(�
SIGNAL
HEAD,
IW
•35,
IZ''
LENS,
(RY
G)
I
SIGNAL
HEAD,
IW-4S,
12"
LENS.
(RRY*6)
20D,
GROUND
"
5
"
2
PULL
W/
EXTENSION
VOX,
51
GN
"SIGNAL
AUEAD'
(4
6 ")
3
,
"LEFT
SIGN,
ON
ARROW
ONL"
(12"
)4 31421)
ii
it
I
6ASELIGHT,
FLUORESCENT
DISCONNECT,
SERVICE
''
I
vi
UNIT,
TIME
ZDASIE
COOR.'DIN6.TION
WIRE,
# to XNH
\•.I
LF
130
.
900
WIKE,
\MG" GAIN.
GUY
(HIGH
"STREWC.1TH)
C.AbLE,
** C
ti
3-70
12 /2
it
620
CA5LE,
4
12/1 C
II
�0
CONDUIT,
I"
RIC2ID
METAL
I'
15
CONDUIT,
4"
RIC,1D
METAL
"A"
CY
13
CONCRETE,
CLASS
LS
HARDWARE,
MISCELLANEOUS
LP
20
CoNDU►T,
2"
RIGID
METb,L
•
SAFETY LIGHTING
QUANTITY
UNIT
DESCRIPTION
*ESTIMATE
FINAL
but,
250 WATT
NIGH
PRESSURE
2
EA
SODIUM
VAPOR
II
2
ARM
10'
MAST
1
"
CONTROL,
PHOTOELECTRIC
CABLE,
4 12/2
C
L.F
310
CALF,
tk 12/4C
11
50
HARDWARE,
MISCELLANEOUS
L5
I
*FOR CONTRACTORS INFORMATION ONLY
* *MATERIALS FURNISHED BY THE STATE DEPARTMENT OF
HIGHWAYS AND PUBLIC TRANSPORTATION
FM 518 & FM 1128
BASIS OF ESTIMATE
COUNTY
Brazoria
DIST N0.
12
HWY. N0. TOTAL
SHEETS
FM 518 26
SHEET
NO.
3
CONTROL 976
SECTION 2
JOB 52
**
LIST OF MATERIALS FOR
HIGHWAY TRAFFIC SIGNAL
DESCRIPTION
UNIT
QUANTITY
*ESTIMATE
FINAL
CONTROLLER , FIXED - TIME (SEE BELOW)
POLE, 30' GALV, STEEL STRAIN
SIGNAL HEAD, 1W -3S, I2" LENS (RYG)
DISCONNECT, SERVICE
Roo, GROUND
EA
2
4
(a
5
box, PULL W/ EXTENSION
5IGN, "SIGNAL AHEAD" (.5 tan -I) (46"• 2)
UNIT, THE BASE COORDINATIOLI
2
3
(SEE 15ELOW)
2
CA13LE , TRIPLEX
LF
70
WIRE, 4 tt3X1-1uw
WIRE, I/4" GALV. 6UY (HIGH STRENGTH)
CABLE 12/7C
CONDUIT, 1" RIGID METAL.
u
180
(00
700
30
CONDUIT, d" RIGID METAL
CONCRETE , CLASS "A"
CY
30
13
NA.RDLIARE, MISCELLANEOUS
CONDUIT, 2" RIGID METAL
LS
LF
1
20
NOTE: ONE CONTROLLER AND TIME BASE
COORDINATION UNIT SI-IALL 5E FOR
THE EXISTING SIGNAL AT FM 515
WITH DIXIE FARM ROAD, THE OTHER
SHALL 6E FOR THE PgOPOSED
SIGNAL AT FM 5io WITH WOODCREEK
DRIVE,
FM 518 & WOODCREEK DR.
SAFETY LIGHTING
DESCRIPTION
buLb, 250 WATT HIGH PRESSURE
SODIUM VAPOR
ARM 10' MAST
CONTROL PHOTOELECTRIC
CA5LE, I2/2 C
CAbLE # 12/4 C
HARDWARE, MISCELLANEOUS
QUANTITY
*ESTIMATE FINAL
*FOR CONTRACTORS INFORMATION ONLY
**MATERIALS FURNISHED BY THE STATE DEPARTMENT OF
HIGHWAYS AND PUBLIC TRANSPORTATION
BASIS OF ESTIMATE
COUNTY
Brazoria1tN0*kY NO.
12 M 518
TOTAL
SHEETS
26
SHEET
NO.
4
CONTROL 976 !SECTION 2
IJOB 52
ROW
0
DITCH
EXIST. 9' X 24" RCP
EXIST. 50' x 24" RCP 21
PRIVATE DRIvE
1
EXIST. ROUTE MARKER
ROW
Ct DITCH
461 TO SH 2bb
FM 515
latik
Ct DITCH
•
ROW
EXIST. ROUTE MARKER--Th
SECONDARY PP
NOTE. LOCATION OF UNDERGROUND
1NSTALLAT10N5 ARE APPROXIMATE.
PP
O
oz
r
0
0-1
"Ln
N
EXIST 40' STEEL
POLE W/ LUMINI1IRE
EXIST. 20 WOOD
POLE LI/ METER.,
SERVICE DISCONNECT
4 P.E, CONTROL
SHOULDER
J
LLl
a
01
1
lL
4 t
{1G(o'>2(40)<12 's
(00'
SS
X
v
9' x 3' SAFETY
END TREATMENT
2-3b' x
PP• 24" RCP
PP.
3
0
50' nL
is\
!o" X 4'
PORTHOLE CURES/
EXIST "STOP
AHEAD" SIGN
a
TO PEARLAND gato
N
ilk
1
-o
In
i
0
r
•
ROW
CONDITION DIAGRAM
FM 518 & FM 1128
SCALE: III = 301- 0"
COUNTY DIST sea NwY. N0. TOTAL SHEET
SHEETS N0.
Brazor is 12 M 518 26 7
CONTROL 976 [SECTION 2 !Joe 52
ROW
EXIST. ''STOP
AHEAD" SIGN
•PP et DITCH
*. TO SH 256
EXIST. FIRE HYDRANT
•
MIA
0
5 Sir
1
4
19'
t
WOODCREEK
O
EXIST. STEEL POLE W/
DUAL LUMINAIRES
EXIST. (02' x 24" RCP
ROW
cl DITCH
EXIST. WATER METER EXIST, SW5T EXIST, GAS PIPELINE MARKER
E
JUNCTION DOX
FM 515
PAVED SHOULDER
N
TO FRIENDSWOOD ■► -
0
PAVED SHOULDER
CI. DITCH
ROW
•
PP
NOTE. LOCATIONS OF UNDERGROUND
INSTALLATIONS AIZ.E APPZOXIMATE
O MH
PP
•
— — bt
•
PP
O
tn
ROW
CONDITION DIAGRAM
FM 518 & W00DCREEK DRIVE
SCALE : I11 301- 0n
0.1
COUNTY
I04ST NQI HWY. N0. TOTAL I s NO T
Brazoria 12 IFM 5 81 26 1 8
CONTROi 976 I5(CTON 2 Loa 52
ROW
PROP. 'JO' STEEL
POLE W/ LUMINAIRE
A�1
•
ROW
4111 TO SN 28
•
PROP. "SIGNAL
APE AD" SIGN
3- (0XNNW
I" CONDUIT
3- 12/2 C
I - 12/4C
5 I2/7C
4" CONDUIT
PROP. 30' STEEL
POLE W/ 2"
CONDUIT Ito
FOUNDATION FOR
FUTURE USE ,
3
l.0
MN I ®PP
•
iC3)fic (4)k
to
4
..
PROP. "SIGNAL.
AHEAD" SICaN
•
B
PROP. 30' STEEL POLE
W/ 2" CONDUIT IN FOUNDATION
FOR FUTURE USE
V
EXIST 40' STEED. POLE
W/ LUMIN AIR.E TO 5E
REMOVED pY THC.
CONTRACTOR.
C.
1
el
TO PEAIZLAND *
ROW
EXIST. g0' WOOD POLE W/
METER. 4 SERVICE DISCONNECT
TO 6E REMOVED by R.O\,,�
THE CONTRACTOR
PROP. 30' STEEL POLE W/
METER, SERVICE DISCONNECT, RE,
CONTROL, 4 LUMIIJAIRE
PROP. F ►xE.D -
CONTROLLER. W/
TIME-OASE COORDINATION
UNIT
PROP " SIGNAL
AHEAD' SIGN
0
PLAN LAYOUT
FM 518 & FM 1128
SCALE: III = 301- 0'
COUNTY
Brazoria
DST NO.I HwY NO.
12 IFM 518
TOTAL
SHEETS
26
SHEET
NQ,
CONTROL 976
SECTION 2
JOB 52
3 - (0XNHW
I" CONDUIT
2 12/ZC
I- 12/4C
4- 12/-1 C
4" CONDUIT
•
ROW
ROW
PROPOSED TRIPLEX
CADLE ACROSS SPAN
PROP. " SIGNAL
AHEAD" SIGN
PROP. FIXED -TIME
CONTROLLER \,H TIME
BASE COORDINATION 0
UNIT ---� F
PP
• Ct. DITCU
•
PROP. 30' STEEL
•
POP. W/AI RE
CONT�O
M TO SN 286
PROP. "SIGNAL
AI-IEAC? SIGN
DITCH
•
PP
E
F -1
PROP. 30' STEEL POLE
W/ METER, SERVICE
DISCONNECT 2."
CONDUIT IN FOUNDATION
FOR FUTURE USE
0
sP
4
)0)409
MN
PP
ei
Q
WOODCREEK
t
E
PROP. "SIGNAL
AHEAD" SIGN
-PROP. 30' STEEL POLE
W� 2" CONDUIT IN
FOUNDATION FOR
FUTURE USE
TO PRIENDSWOODI110
ROW
PP ROW
PROP. 30' STEEL
POLE W/ LUMINAIRE
PLAN LAYOUT
FM 518 & WOODCREEK DRIVE
SCALE: I" = 301-01"
•
COUNTY DcST NO. HwY. NO. SHEETS NO,
Brazoria 12 FM 518 26 10
TOTAL I. SHE ET
CONTROL 976 SECTION 2 JOB 52
•
NOTES'
ALL SIGNALS TO BE FOR ZONTA'_ SPAN WIRE MOUNfFD AT 1 7' -0' ABO L ROADWAY.
2. SIGNAL NUMBERS J -6 ,8 AND TO HAVE RYG INDICATIONS WITH 1 2' LENS.
3. SIGNAL NUMBER 7 TO HAVE RRY -EO INDICATIONS WIT -I ' ?' LENS, 'LEFT ON ARROW
ONLY' SIGN ( 12' X 36') AND FLJORESCENT BASE'_ I GHT.
4. CONTROLLERS SHA_!_ BE FIXED -TIME WITH TIME BASE COORDIPAT'ON J'\'TS I�
rr
BASE MOUN rED CABINETS,
CONTROLLERS AT FI,n 1 ' 28 AND DIXIE FARM ROAD TO HAVE PROTECTED L`_FT TURN
MOVEMENT.
6. THE EXISTING FULL -ACTUATED CONTROLLER AT FM 518 WITH DIXIE FARM ROAD
SHALL BE REPLACED WITH A FIXED -TIME CONTROLLER AND A TIME BASE COORDIN-
ATION UNIT. THE CONTRACTOR SHALT_ MODIFY THE EXISTING CONTROLLER FOUN-
DATION IF NECESSARY TO ACCOMODATE THE PROPOSED CONTROLLER CABINET AT
FM 518 AND DIXIE FARM ROAD. SUCH WORK IS TO BE CONSIDERED INCIDENTAL
TO THE ITEM 'INSTALLATION OF HIGHWAY TRAFFIC SIGNA_S'.
7. CONTROL_ERS AT WOODCREEK DRIVE AND DIXIE FARM ROAD SHALL BE INTERCONNECTED
AND COORDINATED. THE TIME BASE COORDINATION UNIT AT FM 518 WITH 1128
SHALL BE FOR FUTURE INTERCONNECT PURPOSES.
8. EXACT LOCATION OF SIGNAL PO' ES, CONTROLLERS, ETC., TO BE APPROVED BY THE
ENGINEER IN THE FIELD.
9. THE CONTRACTOR SHALL REMOVE THE EXISTING 'STOP', 'STOP AHEAD' SIGN, AND
CONTROLLER (FM 518 WITH DIXIE FARM ROAD), AND THOSE ITEMS DEEMED SALVAGE
ABLE BY THE ENGINEER IN THE FIELD SHALL BE DE_IVERED BY THE CONTRACTOR
TO THE STATE DEPARTMENT OF HIGHWAYS AND PUBL C TRANSPORTATION TRAFFIC
SIGNAL SHOP, 702 FM 1959, HOUSTON, TEXAS, BETWEEN 8' OOAM AND 3' OOPM,
MONDAY THROUGH FRIDAY. ALL OTHER ITEMS ARE TO B^ DISPOSED OF BY THE
CONTRACTOR AT HIS EXPENSE,
10. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND SIDEWALKS DAMAGED BY HIS
FORCES DJRING CONSTRUCTION. SJCH REPAIR IS CONSIDERED INCIDENTAL TO
THE ITEM 'INSTALLATION OF HIGHWAY TRAFFIC SIGNALS'.
ALL PAVEMENT MARKINGS TO BE DONE BY THE CONTRACTOR.
NOTES FOR PLAN LAYOUT
1;'TY
"LT.
'TA_
• . HE=TL
HE'::T
St
BRAZORIA
976 I.
T''
12 FM
26
52
it
•
12. ALL CONDUIT AND FITTINGS TO BE GALVANIZED RIGID METAL.
13. SIGNAL HEADS SHALL NOT BE PLACED OVER THE ROADWAY UNTIL ALL NECESSARY
MATERIAL IS AT HAND AS APPROVED BY THE ENGINEER IN THE FIELD.
14. TWO SET SCREWS WILL BE INSTALLED ON EACH SIGNAL HEAD WHERE TWISTING
CAN OCCUR.
15. PROPOSED 'SIGNAL AHEAD' SIGNS TO BE PLACED 450' AHEAD OF STOP LINE
(EXCEPT WOODCREEK DRIVE).
16. PROPOSED 'SIGNAL AHEAD' SIGN ON WOODCREEK DRIVE TO BE PLACED 150' AHEAD
OF STOP LINE.
17. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF THE
EXISTING TRAFFIC SIGNAL AT FM 5'8 AND DIXIE FARM ROAD WHEN HE BEGINS
CONSTRUCTION INVOLVING THE PROPOSED TRAFFIC SIGNAL WORK AND WI_i BE
RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF THE TRAFFIC S I GNAL..3 UNTIL THE TRAFFIC SIGNAL WORK IS ACCEPTED BY THE STATE. DURING
CONSTRUCTION OF THE PROPOSED TRAFFIC SIGNAL WORK THE CONTRACTOR SHALL
MAINTAIN THE EXISTING TRAFFIC SIGNALS ANDI OR TEMPORARY CONSTRUCTION
TRAFFIC SIGNALS IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
18. IF DURING CONSTRUCTION OF `THE PROPOSED TRAFFIC SIGNAL WORK ANY TRAFF'C
SIGNAL EQUIPMENT THAT REQUIRES REPLACEMENT DUE TO WEAR,DETERIORATION
OR ANY CIRCUMSTANCE OVER WHICH THE CONTRACTOR HAS NO CONTROL WILL BE.
FURNISHED BY THE DEPARTMENT AT NO COST TO THE CONTRACTOR AND SHALL BE. INSTALLED BY THE CONTRACTOR. NO EXTRA COMPENSATION WILL BE A L ONE1i TO
THE CONTRACTOR FOR THIS WORK.
19. THE EXISTING LOOP DETECTORS SHALL REMAIN IN PLACE BUT BE INOPERATIVE
AT FM 518 AND DIXIE FARM ROAD.
NOTES FOR PLAN LAYOUT
LT.
BRAZORIA 12 FM 518 26 HA
't7t0. 976 I ,rr , 2
1, 52
PROP. 30'
STEEL POLE
•
PROP ad CONDUIT
1
IN FOUNDATION _ ; 11
FOR FUTURE USE —' J
I I-12/2 ci
1-12i2C
2-12/7C
LEFT ON ARROW ONLY"
SIGN (IZ" )( 3(01 W/
FLUORESCENT
3ASELIGHT
-�
8 6'
/4" GALV. GUY WIRE
(HIGN STREN OATH)
1W 45
I2." LENS
(RRYE-
ELEVATION A • A
PROP. 30'
STEEL POLE
PROP 211 CONDUIT
IN FOUNDATION
FOR FUTURE USE
PROP. 30' STEEL.
POLE. W/ LUMINAIRE
1
1
1
ELEVATION A • A - BB
FM 518 & FM 1128.
NO SCALE
COUNTY
Brazoria
GIST NO. HWY NO
12 FM 518
TOTAL
SHEETS
26
SHEET
NQ
12
UN ROL 976
SECTION 2
JOB 52
•
1
PROP, 30'
STEEL POLE' --
3�-(o CONDUIT H W
I TO CONTROLLER
3- I2/2 C
I• I2/4C
5- 12/ 7 C
4" CONDUIT
TO CONTROLLER
PRDP. Z" CONDU T
IN FOUNDATION FOR
FUTURE USE
44'
PROP. P.E. CONTQOL
I-12/ZC
3-I2/7C
PROP. 120/240
VOLT SERVICE
1H CONOUCT
PROP, METER
PROP. SERvICE
DISCONNECT
•—PROP, 30'
5-TEEL POLE
W/ LUMINAIRE
11
.� -�JJJ
I W- 35
12" LENS
(RYG)
1 7r
1 11
IJJ
7' -0" C LEARANC E
1
gel
3
0
ciz
1-
12
52'
in2/2
ori
l I -12/7
HQ
G5'
I2'
1/41" GALV. GUY WIRE
(1-IIG1-1 STRENGTH)
IW-35
12" L E N�
(RY G)
i -12/2 C
2-12/7 C
FM 518
EAST BOUNDk
•
w
2
a
J
V
0
r-
ROADWAY
0
1010
—iW - 35
12" LENS
(RYQ)
31'
PROP, METER
PKOP SERVICE
DISCONNIECT
ELEVATION C -C
42
1/4' GALV. GUY 1-17/2C
WIRE (HIGH STRENGTH) -- Z-I2/7C
1 PRIVATE DRIVE
IW-35
12'' LENS
(RYG)
ELEVATION D•D
Ace
111 I
PROP. P.E. CONTROL
(I-12/4C)
PROP. 120/240
VOLT SERVICE
3-(oX HH W
1" CON! DUIT
At+-- P KO P. 30'
STEEL poLE
W/LUMINAIRE
4?
1111
11
ELEVATION C • C — D•D
FM 518 & FM 1128
NO SCALE
COUNTY GIST NO. HWY NO TOTAL SHEET
Brazoria I 12 FM 5 8 S 26 S 13
(UN T ROL 976
SECTION
2
JOB 52
•
I-12/2C
Z-12/7C
V4 a GALV
GUY WIRE
TO SIGNAL POLE IN
NORTHWEST QUADRANT
°
PROP. 3 0'
STEEL POLE
PROP. 2" CONDUIT IN
FOUNDATION FOR.
FUTURE USE
1'
.t —PROP. 30' STEEL
POLE W/ LUMINAIRE
Fir;
wad
i-vz Zc
1211C
91'
12'
2b
1/4" GAIN, GUY WIRE.
(HIGH STRENGTH)
IW- 35
12' LENS
(RY
GALV. GUY WIRE
(HIGH STRENGTH)
1
Lit
2
4
Q
uJ
0
r
ROADW AY
0
r
1W -35
12" LENS
(RYG)
WOODCREEK.
DRIVE
FM Si?)
(EAST SOUND)
-12/7CI
22'
(0 3'
12
PROP. 30'
STEEL POLE
PROP. METER
PROP, SERVICE
DISCONNECT
ELEVATION E-E
ROADWAY
0
1
I-12/2Cl
1-12/1 Cl
23'
/1 W 35
IZ LENS
(R\t (3)
EL12/2C
ELEVATION D • D
PROP. 120/240
VOLT SERVICE
3-W
I" CONDUIT
PROP. 2" CONDUIT
IN FOUNDATION
° FOR FUTURE USE
•
PROP. 30' STEEL
POLE W/ LUMINAIRE
1
ELEVATION D • D - E•E
FM 518 & WOODCREEK
NO SCALE
COUNTY
Brazoria
CONTROL 976
DIST. NO. HWY NO.
12 IFM 518
TOTAL
SHEETS
26
[SECTON 2 JOB 52
SHEET
NO
14
3-t0XNHW
I" CONDUIT
2• I2/2C
I - 1Z/4C
4- I2/1 C
4" CONDUIT
PROP. 120/240
VOLT SERVICE
3 - (0 X 1-11-1 W
1" CONDUIT
PROP. 30'
STEEL POLE
TO CONTROLLER
O
TO CONTROLLER
(4 2'
0
35
[12 /7 c
PROP. METER.
PROP. SERVICE
DISCONNECT
12
PROP. TRIPLEX CAOLE
01001
IW- 35
12' LENS
(RY G)
FM SIS
(\JEST50UND)---
Fair
I -PROP 2" CONDUIT IN
-4 4 JJ FOUNDATION FOR FUTURE USE
p
Z-12/1 C
3
0
Q
0
0
15
1/4" G A t.v. c1 U Y
WIRE. (I-11G1-1
STRENGT1-1)
ELEVATION F • F
ELEVATION
\PROP. P.E. CONTROL
11-12/4CI
.a ---PROP. 30' STEEL
POLE W/ LUMINAIRE
P.E. CONTROL
ELEVATION F - F
FM 518 & WOODCREEK
NO SCALE
COUNTY
GIST N0.
HWY NO
TOTAL
SHEETS
SHEET
NO
Brazoria
12
FM 518
26
15
CON T P01 976
[SECTION 2 1J08 52
02 4. 05
1
11�2 �!c,
r
SIGNAL LEGEND
NUMBER
SIGNAL
SIGN
SIZE
a
INDICATION
1_6
12"
RYG
12"
LEFT
ARROw
ON
ONLY
7
RRY--6
NOTES:
1. CONTROLLER TO 6E FIXED TIME WITH
PROTECTED LEFT TU12N. MOVEMENT
IN A BASE MOUNTED CA5INET,
2. INTERVAL TIMING TO 5E DETERMINED
5Y THE ENGINEEQ IN "T'UE FIELD.
3. A TIME SASE COORDINATION UNIT
SHALL bE INSTALLED FOR FUTURE
INTERCONNECT PURPOSES ALONG
FM SIa
FM 515
y
�► ld'la
1�J FM 112.5
irr
gnal Number
Change
OW 0 8
Change
cp
c
a
"'
N
ncy FI
cn
-�►-
0
N
c
LION
.c
o
O
O
E
cr
a
w
IGGGYRRRY
2
G
G
G
Y
Y
R
R
R
G
Y
3
R
R.
R
R
R
R
G
Y
4
R
R
R
R
R
R
R
GYRRRY
5
R
R
G
Y
Y
R
6
R
R
R
7.G
Y
RR
RR
RR
RR
RR
RR
02 401
‘35
za
4 t FM 518 & FM 1128
PHASE SEQUENCE DIAGRAM
NO SCALE
COUNTY GIST NO. HWY. NO. TOTAL SHEET
$HEFT$ N0.
Brazoria 1 12 JFM 5181 26
CONTROL 976 [SECTION 2 IJ08 52
16
02 4
•
SIGNAL LEGEND
NUMBER
SIGNAL
SIZE
a
SIGN
INDICATION
I-6
12"
RYG
NOTES:
I. Controller to be Fixed Time with Time Base
Coordination Unit in a Base Mounted Cabinet.
2. Interval Timing to be Determined by the
Engineer in the Field.
WOODCREEK DR,
1■ FM 515
ng
CP
c
LE
IN
_9
n
gnal Numbe
:c
co
iergency
a
0 MI
?W 0
E.
a)
0
i�
CT
rn
c
c
E
O)
CC
O
X
U
UJ
Z
G
Y
RRRY
2
G
Y
R
R
R
Y
3
R
R
GYRR
4
R
R
GYRR
5
G
Y
R
R
R
Y
6
G
Y
R
R
R
Y
•
•
•
FM 518 & WOODCREEK DR.
PHASE SEQUENCE DIAGRAM
NO SCALE
COUNTY GIST NO.
HWY. NO.
TOTAL
SHEETS
SHEET
NO.
Brazoria 12 FM 518
CONTROL
976 SECTION 2
26
JOB 52
16A
•T
J
Its
Ir
r
02 4( 06
1
04eO8
SIGNAL LEGEND
SIGNAL
NUMBER
INDICATION
SIGN
i
7
12"
RYG
g 1
KYG•Y-.E,
12"
PROTECTED
ON
GREEN
LEFT
ARROW
Notes:
1. Controller to be fixed time
with protected left turn movements
and a time -base coordination unit
in a base mounted cabinet
2. Interval timing to be determined
by the Engineer in the field.
0
0/06
0206014)8
Emergency Flashing I
\`
tat
c
3
R/w.
C han9c
--N..a
CC
Lp
C
CI
G
L.
Z
a
u
co
�,
IRR
R
R
G
Y
R
R
2
R
Y
R
R
c
R
Y
R"
G
3
R
R
R
R
G
Y
ti
R
R
R
4
R
R
R
R
R
G
Y
4
RR
5
G
G
Y
G
Y
R
R
3
R
Y
6
R
R
Y
R
G
Y
R
R
R
R
PR
G
Y
R
R'✓
7
RR
RY
8/
G
Y
R
R
R
R
4
stio,e(0
04
FM 51 b '1
grato
DIXIE FARM ROAD
4 t 06
FM 518 & DIXIE FARM ROAD
PHASE SEQUENCE DIAGRAM
NO SCALE
COUNTY
. 3RA20RIA
DI NO.
St N0. HWY.
12 1FM5%3
TOTAL
SHEETS
SHEET
NQ.
I GB
CONTROL 976 ,SECTION
LoB =2
TWO WRAPS
AROUND POLE
HEAVY DUTY
GUY CLAMPS
120/240 VOLT
SERVICE.
.5'301 STEEL
POLE
METER
0
z
cc
Act
SERVICE
D\SCOt.INECT c0
0
ti
roam
I-r--- 4" x 6'
HANDHOLE
p
•
0
1 1/2" SC1-1 40 PIPE I,/2," O D•
STEEL MAST ARM ASTF-A A53
GRADE A OR I3 OR. A501
MINIMUM 5 % SAG
SPAN WIRE HANGER
METAL
CABLE
STRAP
1.44\ FLUORESCENT
BASELIGHT
"LEFT ON ARROW
ONLY SIGN
(12" x 36" )
POLE—#-4'
ANCHOR ROD'
POUR TO HERE—�
*3 BAR ON
9" PITCII
--14156.2
1"
%
>
I
r ill
11 \f `
► : if
L~ ! i;\�=a,z
_ I
"' 9 STEEL BARS k I i1 ,1 ;T>JAI
_I I I \`; _
1 u " _ _
Vti _ __.., CONDUIT w/CABLE
VARIES TO MEET
FIELD CONDITIONS
30" DIA.
FOUNDATION
I
?NNp�f�- ��COPPERWELD GRDUND ROO
FOUNDATION DETAILS SECTION
-o
0
ten
w
03
a
0 `L
Q6
0
NOTES 1
POWER SUPPLY AT CONTROLLER TERMINALS TO BE 120 VOLT SINGLE PHASE 60 CYCLE A.C. POWER
SUPPLY FOR SAFETY LIGHTING TO BE 120 VOLT SINS PHASE 60 CYCLE A.Cd MEP TO BE
SUPPLIED BY THE LOCAL UTILITY COMPANY.
2 SIGNAL HEADS SHALL BE WRAPPED WITH BURLAP SO THAT SIGNAL FACES cAMNOT BE SEEK FROM
THE TIME OF INSTALLATION UNTIL PLACED IN O►ERATION.
LUMINAIRE TO. BE TYPE III DISTRIBUTION WITH BUILT IN REGULATOR OUTPUT BALLAST WITH
250 WATT SODIUM VAPOR -LAMP, (NIGH PRESSURE)
STEEL UPSWEEP FOR MAST ARM STEEL POLE MOUNTING TO BE MADE OF 2" PIPE AND
SLIPFITTER MOUNTING OF THE LUMINAIRE.
kautAh
ALL CONDUIT, POLES,AND CONTROLLER SHALL BE GROUNDED AND BONDED TOGETHER USING
SOFT BARE NO. 8 COPPER WIRE WITH DRILLED AND TAPPED LUG. HEAVY DUTY
1/4 GALV. GUY WIRE (HIGH STRENGTH) GUY CLAMP
CLAMP TO PREVENT RUBBING
`IW - 3S, 12" LENS)
15
MAX
30' STEEL
POLE
7 ANCHOR BOLTS FOR STEEL STRAIN POLES SHALL
BE SET SO THAT TWO ARE IN COMPRESSION AND
TWO ARE IN TENSION.
8 STEEL POLES MAY BE ROUND OR OCTAGONAL IN
CROSS SECTION
9 SERVICE DISCONNECT SHALL BE A 125 AMP
MLO 120/240 VOLTS S/N LOAD CENTER IN
NEMA R ENCLOSURE WITH ONE - 40 AMP
BREAKER FOR SIGNALS AND ONE - 20 AMP
BREAKER FOR SAFETY LIGHTING'
4,P3 BAR ON 9" PITCH
(SPIRAL DIAMETER SHALL BE 25")
/-8 - * 9 STEEL BARS
13/4 ANCHOR RODS
J��
-A
5 SACKS OF CEMENT PER
CUBIC YARD OF CONCRETE
FLUORESCENT
BASELIGHT
12" x 36" SIGN
I-I/2 PIPE
OR EQUAL DETAIL ��A��
4"x 6"
HANDHOLE—�`"
FOUNDAT IO
CONSTRUCTION DETAILS
NOT TO SCALE
DIST NO
HWY NO
TOTAL
SHEET 1
NO
COUNTY
SHEETS
12
26
FM
518
17
Brazoria
LION 2
I)04 5 2
976
Anchor Bolts.
(See Note Nal)
N Eisti
2 0 Reinf
Bar._
•
Cabinet As Per Controller
Manufacturer
•
Ground Rod M
8t-0"Long
r
rm
-rj
FRONT VIEW
•
Ground to Terminal Strip
Gra
I. Details of anchor bolt location to be furnished
by the cabinet manufacturer
Dimensions shown for concrete base shall be
subject to modification to fit equipment furnished
3. Controller and all pull boxes to have gravel dran.
All pull boxes shall be installed with an
extension.
NOTES
Me
Fan Unit ta-h
r,1
I" x lux 4 5 ° Chamfer,
Grounding Bushing_
.slope To Drail, n
•
I 1
_ ;017,
_ Gravel Drair?°
Li
Conduit As Required II
Pull Box--'1'
SIDE VIEW
4. A l I concrete to be class "A".
5. The Contractor is to. set the controller foundation level
with the pavement surface or as approved by the
Engineer in the Field.
6. The contractor shall furnish any additional concrete
which may be necessary to stabilize foundation at
unusual locations.
Conduit
As Required
re
i
1
1
<<
Pull Box
Note: See Plan Layout For
Conduit Entrances
And Sizes
r
-
•
R
iss:141):0
......
I
t
i
WAD
13"
.ai.s
I
I 4___
Bottom
I
I
....
23"
4"
Top
23"
tois
¶tt
rt
. sr,
I
t
f 1
±
6"x
1
6" -
No.
±
6
R
t
inf
e
1----
I
I I
1 I
E
I
I
I
t
•
a
‘ti
Q, 1
to
coo' O
"b PO.- f.Gravel Drain
5'-0"
TOP VIEW
( LESS CABINET)
I"x lux 45° Chamfer
•
•
CONTROLLER FOUNDATION DETAILS
SCALE 3/4" it I' - 0"
COUNTY
Dist NCt
HWY.
NO.
TOTAL.
kNEETS
SHEET
NO.
RAZOR
I A
12
FM
2(0
��
Sib
`CONTROL
97t
1SECTION
2
,Joe 52
BODY
WT.-103*
25"
12"
EXTENSION
WT.-96*
10'/4"
18"
r
BRASS "L" BOLTS & NUTS
IN DIAGONAL CORNER
J
I2'/4'
2 2'/;'
I2'/4:
22'/4" /.°
t>.* 4'sve' v.;
, d
"• • — \-GRAVEL
15"
21Y4"
7
7
GALV. STEEL
9" GA. WELDED
WIRE FRAME
GALV. COVER
WT.-40*
NOTES:
I. CO1CRETE SHALL RE CLASS "A".
2. BODY REINFORCING - 2 WELD FRAMES - NO. 9 WIRE.
3. COVER SHALL PE GALVANIZED STEEL.
4. COVER HOLD DOWNS - 3/8" BRASS RODS AND NUTS.
5. COVER LETTERING - I" INCISED LETTERS "TRAFFIC SICNALTM.
E. LOCATION OF FULL E3OXES TO BE AS SHOWN ON LAYOUT SHEET -
ADDITIONAL FULL BOXES MAY RE REQUIRED BY THE FIELD
ENGINEER.
7. FULL BOXES TO RE PLACED AT 350' MAXIMUM OR AS DIRECTED
BY THE E'IGINEER IN THE FIELD.
PULL 3CX
DETAILS
NO SCALE
COUNTY
DIST.
NO
HWY. NO.
TOTAL
SHEETS
SHEET
NO.
BRAZOR► A
12
FM 518
2G,
ZO
CONTROL 9 7
SECTION
BOB 5 2
24" White
Stop Line
•
me-
41 Minimum'
301 Maximum
101 Usual �
STOP MARKING
r
611White Cross
Walk Lines
r t _we
White Word and
Symbol Marking
_.-- 2 411 W h i t e
Stop Line
CROSS WALK MARKING
OJAI
SYMBOL MARKING
WORD MARKING
1
NOTES:
1, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
PAVEMENT VARKINGS IN ACCORDANCE WITH I TEv5
666 AND/OR 668.
2, EXACT LOCATION C► PAVEMENT MARKINGS TO BE APPROVED BY
THE ENGINEER IN THE FIEF,
;. ADDITIONAL INFORMATION CONCERNING PAVE^'ENT MARKINGS .MAY
BE FOUND IN THE 1980 TEXAS ?4 NUAL ON UNIFORM TRAFF I C
CONTROL DEVICES FOR STREETS AND HIGHWAYS,
D I t ENS I CNS OF SYMBOLS AND WORD MARKINGS ARE MINIMUM
SI7F FOR NORMAL INSTALLATION; LARGE SI7F SAY BE NEEDFT
FOR FRFFWAYS, ABOVE AVERAGE SPEEDS AND OVER CRITICAL
CONDITIONS, OR AS APPROVED BY THE ENGINEER IN THE FIELD,
PAVEMENT MARKING DETAILS
•
NO SCALE
COUNTY
(1ST NO
HWY NO
TOTAL
SHEETS
SHEET
NO
Brazoria
12
FM 518
26
COwTmot 976 I skTION 2 I 52
21
•
S = Speed (Numerical wlue)
W r Width of offset -
r 100
100' rmwn
Detector
Locution
'Toper Al
Type I
&orricods
00 i • • • • • • Cleft
e
ieMesowestiti
•
CW20-SOR
or
SCSV2:22,
I
Flagmen a CW20-7D sign may otso
be required according to heed conditions
Daytime - Four Lane Roadway
100' min 00 min
Shoulder
1..
Taber
R 20-3
cpis 1
620-6fi
CW20-1(SG)-D ,iv
Type l Barricodes with
wonting lights (Type A
Low Intensity)
620-2
R20-3 420-6
t
` C W 2OSG- I
SIGNING IN ADVANCE OF
shame( Detects Type I Barricade
Location w,thEcwtsa:,grt �CONSTRUCTION AND
a •reilizs• • • Cw2o 5c POSSIBLE SIGNING NEAR
A' ► • •�`ei'�� • • .. �'�°ta° �. rims
WORK AREA
• • • • • • • • • • •4
.sn.woo•mi Shoulder
Flagmen a CW20-70 sign may also
be required according to field conditions
Daytime - Two Lane Roadway
TYPICAL DETECTOR INSTALLATION
At Night - I Steady burn $omps for delineation
instead of cones.
2. Flashers on borricod*s.
Sidewalk
4max \a o a`"SRmm
Bldg
It cones on within limits of o parking
spoca the R4-7b or R4-8b sign need
not be placed.
®TAPER = 660 FOR 40MPH OR LESS
TAPER = WS FOR 45MPH OR GREATER
Id
8g
Elin•ets parking by piecing canes
wti•n spaces exist.
TYPICAL RESTRICTED PEDESTRIAN MOVEMENTS
Where pedestrian movements are anticipated at night, all holes, trenches or
other hazardous areas shall be adequately protected by us* of barricades,
lights er other protective devices
R4-7b
iTrofflc canes
•
G20-2•••\
•Type I
warning
Low In
with worning
A Low IMonsity)
G20-2
w. CW2OSG-I
Traffic canes
_=G20-6
s with
Type A
NOTE. For several closely adjoining intersections on the same project, advance sign-
ing may not be required in advance of each intersection, but only in advance
of the intersections/tat the project limits. if this is the case, see details
elsewhere In the plena for advance signingsrequirements.
" Distance varies with speed of traffic
in urban areas.
Distonce con be less than shown
**Chong* to Type I 8arricodes with arrows of night.
r
, 300,
to to
500.\ 750, * 500' * 500 *
R4•Bb� R 20-3
R 20-3
TYPICAL HANGING SIGNAL INSTALLATIONS
NOTES
I. Ftegmen a CW20-70 sign
rnoy oleo be required according
to field conditions.
KEEP
RIGHT
R4-7b
24'x 30"
KEEP
LEFT
R4-8b
24" x 30'
2. Use vehicle equipped with
yellow rotating beacon
011SERYE
WARNING
SIGNS
STATE LAW
R 20- 3
48'x 42 a
AS Typical odvaice signing
Type I Barricodes with t
G20-2 f warning lights (Type A
Low Intensity)
\ Possible signify near work area
The advance signs and barricades shall be in place when signal con-
structlon operations are In progress. The contractor may remove the ad-
vance signs and barricades when 'there ars no construction operations
underway If 'permitted elsewhere In the plans. Any obstructions or
hazards at the work area shall be clearly marked and delineated at all
times.
END
CONSTRUCTION
G20-2
60"x24"
3'-0"
min.
1
th
WANE
ADDRESS
CITY
STATE
CONTRACTOR
For Type 1 Barricades, both sides of the top roil
shall hove reflective orange and reflective white
striping.
2'min.-voriable max.&
2'min.-variable moX.m,
X 8"
nominol
2"X 6
nominal
Type I(R) Type I(L)
TYPE I BARRICADES
Where a sign is to be mounted on a barricade, the barricade length should not
be less then the horizontal dimension of the sign. if lights are also to be
mounted on the barricade. the barricade should not be less than the sign
width plus about 12" for each light to be attached. Barricades of a greater
length than the above will be satisfactory
G2O-6
Voriable x 42'
(48"min)
TYPICAL SIGNS USED' IN TRAFFIC SIGNAL
CONSTRUCTION AREAS
TYPICAL SIGN SUPPORTS
/Ot►er typo of portable or temporary
sqn supports may be used with approval
of the ENGINEER.
FIXED SUPPORTS
TEMPORARY %PRORTld
PORTA*LE SUPPORTS m
W000 POST SIGN SUPPORT: for
36'x36" aM smelter warning sire,
and other sirs hove q on area not
•xtesdMs 9ta. ft.
GENERAL NOTES
Reflectorized signs shall be constructed of retro-reflective sheeting in
conformance with project specifications and shall be maintained to
meet the appearance, color and reflectivity requirements of those
specifications. Paints and coloration of signs shall be equal to the
Department's standards. Signs shall • comply with the general
requirements specified in the "Standard Specifications for Construc-
tion of Highways, Streets and Bridges" in effect at the time of
contract award.
All traffic control devices shall conform with the "Texas Manual on
U niform Traffic Control Devices for Streets and Highways." Contrac-
tors shall furnish a copy of a certification from the manufacturer of
the lights that the warning lights meet the requirements of the ITE
S tandard for Flashing and Steady Burn Warning Lights as contained
in the latest edition of the "Texas Manual on Uniform Traffic Control
Devices for Streets and Highways".
All signs shown have black letters and borders on a reflective orange
background except the R20-3, R4-7b, R4-8b, and G20-6 signs which
have a reflective white background.
S igns erected on portable supports for use on construction projects
n ormally mean signs which are used during the day to warn or guide
traffic through and/or around the actual construction area, but at the
e nd of the workday such signs are either removed -or turned away from
the view of traffic. Portable supports shall be as shown on this sheet
or as approved by the Engineer. The bottom of the sign shall be a
minimum of one (1) foot above the pavement sign. Signs required for
n ighttime usage should not normally be mounted on portable
supports, except when approved by the Engineer.
S igns erected on fixed supports for use on construction projects nor-
mally mean signs that are to remain in place for both day and night
u sage to regulate, warn and guide traffic in advance of and within the
limits of the project including the crossroad approaches. However,
u nder certain conditions, such as where a sign may be required for a
few days duration and then is no longer needed or where a sign is
moved from location to location every few days or where it is not prac-
tical or desirable to provide a fixed mounting, such signs may be
e rected on a temporary type of support. Temporary supports shall be
as shown on this sheet or as approved by the Engineer. Signs erected
o n temporary supports should be at a minimum height of three (3).4eet.
Signs erected on fixed supports should be at a minimum height of five
(5) feet in rural areas and seven (7) feet in urban areas and other rural
locations where sight distance obstructions are present. Regardless
o f the type of support used, regulatory signs should not be erected at
height less than the 5 or 7 foot minimum specified above unless a
lower height is approved by the Engineer. Posts for fixed supports
should be set in the ground without concrete footings.
Where portable or temporary supports require the use of weights to
keep a sign or barricade from turning over, the use of some type of
sandbag is recommended. The use of pieces of concrete, rocks, iron,
steel or other solid objects will not be permitted.
For additional information and guidelines on barricades and construc-
tion signs see the Texas Manual on Uniform Traffic Control Devices.
S igning shown it typical and may be adjusted to fit field conditions by
the engineer.
N o more than two signs shall be placed on a barricade.
* Where tight *stones sbstructiens ars pnsent,or
when sirs en erected In urban trees, the S'-0"
height should be increased to 7'-0".
W000 POST SIGN SUPPORT: lot
4e"x4e" warning sine.
TYPE II MRRICADE DRUM SIGN SUPPORT
SIGN SUPPORT
Resat
rs*sI
6'to12
Orin
woes
with
cwb.2'7nn.
W000 POST SIGN SUPPORT. far roc-
teteuter rseuletory slens,euMM signs.
0 STATE DEPARTMENT OF HIGHWAYS
AND PUBLIC TRANSPORTATION
BARRICADES, CONSTRUCTION SIGNS
AND
TYPICAL CONSTRUCTION LAYOUTS
FOR TRAFFIC SIGNAL INSTALLATIONS
1-82 -BOO BTS
wines a*[ 6-80
ten -
Mvr gene
1-81 SIGN NUMMAS
STATE rncow 3 rrcc at uU A0.rtCT Yt[T
IMTKT fl I
IZ
22
raei.a*
TYPE 1 •ARRICADE SIGN SUPPORT
$enksdc Typos 1,I or I mey be use.
CK -
1 e2
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SRAZORAA 97t, 2 52. R1Sl8
101