parsons · 2019. 7. 24. · n002a track 1 n001a 590297 7.4-01 ls5-202 exist pole ba-201 on bldg...
TRANSCRIPT
-
BUILDING
BLOCKSTOP
BLOCKSTOP
GUARD FENC
E
4' CONCRETE WALL
BUILDING
CONCRETE WALK
SC
24
02
+66.4
6
CS 24
03
+80.2
2
TS 24
04
+58.6
4
PO
T 24
00
+00.0
0
TS 24
02
+4
1.4
6
ST 24
04
+58.2
2
2400+00 2401+00 2402+00 2403+00
2404+00
2405+002400+00 2401+00
2402+00 2403+00
2404+00
2405+00
PO
T 24
00
+00.0
0
TS 24
00
+4
8.3
6
SC
24
00
+63.3
6
CS 24
01+09.2
2
ST 24
01+24.2
2
TS 24
01+69.2
2
SC
24
01+94.2
2
CS 24
03
+80.4
1
SC
24
05
+00.2
4
ST 24
04
+56.9
1
TS 24
04
+56.9
2
LC TRACK 1B
RI
DG
E
AB
UT
ME
NT
EXI
STI
NG
MAI
N
ST
RE
ET
ST
A 2404
+43.37
MA
TC
HLI
NE
ST
A 2405
+00
BEGIN PROJECT TO STA 2405+00
TM3NC-0001
STA 2404+33
TRACK 1
TRACK 2 TRACK 1
TRACK 1 TRACK 1 TRACK 1
MAIN ST.
JB
ZH
MAIN ST.
STA 2401+21
STA 2401+17 STA 2402+12
STA 2402+14 STA 2403+16
STA 2403+19
N002
STA 2400+07
N001 N002 N001
16'-3"
N002
N001
15'-6" 14'-3"
14'-1"
15'-5"
15'-9"
FT-02 FT-02 FT-02
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
CS-01 (2)
BRIDGE BRIDGE BRIDGE
BRIDGEBRIDGEBRIDGE
CS-01 (4) CS-02 (4)
167
TRACK 2 TRACK 2 TRACK 2
MM
12-28-09
12-28-09
12-28-09
BK
TP-6218-DE
TRACK 1
07-07-10
6
WIRE AFTER CUTOVER
EXISTING RED LINE
BC-02 (2)
TB-02
FT-02
1
*
*
* *
** *
15'-9" 15'-9"
TRACK 1 TRACK 1
15'-4"
TRACK 1TRACK 1 TRACK 1TRACK 2
08-04-11 AM FD LC BD
NOTE 4
2 08-23-12 ADDED INSULATOR AND DISCONNECT SWITCH RFR #75 CQ FD FD DB
RFR #00007
3 03-08-13 JS FD WM SR
N002A N001A
3236'
N001
3121'
(350 MCM)
-CWFTA
N002
3329'
(350 MCM)
-CWFTA
N001
SCAT
N002
15'-1"
N002A
16'-6"
N002A N002A
N001N001A N001A
(SCAT)
350 MCM CW
MATCH EXISTING LRT
STA 2400+00
> NORTHBOUND TRACK
BEGIN PROJECT
(SCAT)
500 MCM MW
(SCAT)
500 MCM MW(SCAT)
350 MCM CW
300 MCM CW
SWAT
720B176 720B176 720B176
720B176 720B176 720B176
95'
94'
105'
114'
1755'
(300 MCM)
FTA-CW
N001A
1755'
(300 MCM)
FTA-CW
N002A
TRACK 1
N001A
590297 7.4-01
LS5-202
EXIST POLE
BA-201
ON BLDG COLUMN
EXIST BRACKET
TRACK 1
EX-BRIDGE EX-COLUMN
BLDG ANCHOR
SP-02 SP-02
(SEE NOTES 2 & 3)
FT-03
TB-02
FT-03
TB-02
(500 MCM)
-MWFTA
N002
N002A
N001A
114'
(500 MCM)
-MWFTA
EX. STATIONING
STA 1389+84
STA 1388+84
APPROVED EQUAL.
NO. 0FRA1396240-C OR
DRAWING NO. 720B176, PART
MANUFACTURING CO. PRODUCT,
POLES SHALL BE MILLERBERND
ALL ORNAMENTAL/HISTORIC
TB-02
TB-02
EX 29'-0"± LT
TC4-0377
71025-B79Y5
CW-CW
UNINSULATED OVERLAPS
EX. REDLINE TO NEW NC TIE-IN (RFR #112)
4 05-10-13 WM FD MM SRCANTILEVER UPDATE AS PER RFI-265 (RFR #123)
5 JG FD AD SRRELOCATE SI'S & DSW'S TO STA. 2405+30 (RFR #153)
15'-2"
7.25' LT
6 DBDCLCMM09-30-15
09-20-13
GSF-01.1(EQ. TO F1H/18')
36.22' RT 36.10' RT 36.61' RT
29.27' LT30.27' LT34.11' LT
11
11
115'
7
10
2
8
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY> TRACK 2
> TRACK 1
R=1614'
R=1600'
R=1325'
3024'
97'
111'
CW HEIGHTS ATOR:
SUPPORTS/REGISTRATIONS TO ACHIEVE THE FOLLOWING STRUCTURES, RECONFIGURE AND ADJUST THE WIRE 3. FOR THE 2 ADJACENT (EXISTING) REDLINE CROSS SPAN
54 FEET SOUTH OF LAST EXISTING EAST-SIDE POLE. EXISTING EAST-SIDE POLE AND FOR TRACK 2 SPLICE APPROX. FOR TRACK 1 SPLICE APPROX. 20 FEET SOUTH OF LAST 2. SPLICE NEW 300 MCM CW INTO EXISTING SWAT REDLINE CW,
REMOVED.
OCS TIE-INS, ALL TEMPORARY TERMINATIONS SHALL BE 1. FOR THE FINAL EXISTING REDLINE TO HRT NORTH CORRIDOR
NOTES:
EX 35.75' RT
16'-5"
14'-3"
JS-1/JF3
14'-10"
16'-1" 16'-1"
1-WIRE SWAT CROSS SPAN
16'-7"
14'-10" 15'-1"
16'-6"
14'-11"
JS1/JF3
16'-1"
15'-2"
NOTE 4
DG-01
16'-6"
17'-9"
HT (ATOR)
TRACK 1 CW
HT (ATOR)
TRACK 2 CW
16'-10"
18'-1"
EXISTING POLE NO.
7.3-09
7.3-08
DRAWINGS IN OCS O&M MANUAL.
ERECTION DIAGRAMS OR OSC SUPPLIER'S ASSEMBLY AT POLE 7.4-08. FOR DETAILS, SEE INSTALLER'S STRUCTURE 4. SPECIAL LOW PROFILE CANTILEVER ARRANGEMENTS INSTALLED
7.4-04 7.4-067.4-02
7.4-077.4-057.4-03 7.4-08
99'
79'
107'
110'
114'
116'
DRAWING
AS-BUILT 09-20-13
AS-BUILT DRAWING
0
10
7
FTA
FTA
15' F1G
FTA
FTA
10
23
11
9
FTA
28
8
8
3
0
1
2
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA02.d
gn
10/2/2015
2:3
7:2
7
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
wp06Oval
wp06Text BoxBalance Weight Strap Location
wp06Oval
wp06Oval
wp06Oval
wp06Oval
-
ONLY
ONLY
2403+00
2404+00
2405+002406+00
2407+00
2403+00
2404+00
2405+002406+00
2407+00
MAIN ST.
MM
03-10-10
BK
EL 58.94
EL 60.78
EL 61.55
TM3NC-0001A
BD
CQ 03-10-10
03-10-10
IH-10 OCS PROFILE
2406+00
2405+00
2404+00
2407+00
2403+00
168
STA.2403+16
STA.2404+33
STA.2405+30
STA.2406+68
07-07-101 08-04-11 AM FD LC BD
03-08-13 MM FD WM SR2
4
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
EL 37.09
EL 38.41
EL 41.93
EL 47.57
82 4
WIRE #'S N001 & N002
SPAN
97'
SPAN
138'
(N001)
117' SPAN
(N002)
114' SPAN
STA 2403+00 TO STA 2406+68
WIRE PROFILE - MAIN ST.EX. REDLINE TO NEW NC TIE-IN (RFR #112)3 JG FD AD SRRELOCATE SI'S & DSW'S TO STA. 2405+30 (RFR #153)
RELEASED FOR CONSTRUCTION 09-20-13
> TRACK 2
> TRACK 1
RFR #00007
IH-10 WBIH-10 EB
STA. 2403+19
STA.2405+30
WIRE #N002
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
STA. 2403+16
STA.2406+68
WIRE #N001
STA.2404+33
GRA. -3.97%
GRA. -1.78%
GRA. -0.05% GRA. 1.39%
14'-3"
16'-1"
15'-2"
17'-0"
19'-0"
EL 58.86
15'-9" (NO02 15'-5")
(NO02 14'-1")
(NO02 16'-3")
(NO02 15'-2")
(NO02 - 19'-1")
(NO02 - 16'-10")
20'-0" (NO02 - 20'-0")
18'-3" (NO02 - 18'-3")
4 DBDCLCMM09-30-15
09-20-13
DRAWING
AS-BUILT AS-BUILT DRAWING
2
4
10
10
0
715' F1G
10
23
FTA
8
NC
NC
1
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA02
A.d
gn
10/2/2015
2:5
0:1
0
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
-
2
4
10
10
10
11
10
9
10
10
10
10
NC
NC
CS 24
09
+12.8
6
SC
24
05
+01.6
4
CS 24
05
+56.5
1
ST 24
05
+99.5
1T
S 24
05
+99.6
2
SC
24
07
+01.1
2
ST 2409
+96.8
6
2405+00
2406+00
2407+00
2408+00
2409+0
0
2410+
00
2405+00
2406+00
2407+00
2408+00
2409+0
0
2410+
00
SC
24
05
+00.2
4
CS 24
05
+56.4
0
ST 24
05
+99.7
2T
S 24
05
+99.8
6
SC
24
07
+01.1
1
CS 24
09
+06.0
1
ST 2409
+88.9
8
BK
=
EQ
UA
TIO
N:
Sta 2409
+96.3
7
AH
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA03.d
gn
10/2/2015
2:3
7:4
0
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
MISC. ASSEMBLYMA
TC
HLI
NE
ST
A 2405
+00
MA
TC
HLI
NE
ST
A 2410
+00
STA 2405+00 TO STA 2410+00
TM3NC-0002
PR
OVI
DE
NC
E
> TRACK 1
> TRACK 2
STA 2405+30 STA 2406+68 STA 2407+28 STA 2407+90 STA 2408+60 STA 2409+28
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
JB
ZH
MAIN ST.
MAIN ST.
TP-2225TP-2225
CA-02M CA-01M
TP-2225 TP-2225TP-2225TP-2225
CA-04MCA-03M CA-02M CA-02MCA-01M CA-01M
N002
N001
N002 N001
19'-2" 19'-0"
17'-0"
N002 N001
20'-0" 20'-1"
18'-3" 18'-3"
N002 N002N001 N001
20'-0" 20'-0"
18'-3" 18'-4"
21'-2"
N002 N002N001 N001
18'-8" 18'-8" 19'-0" 19'-0"
22'-3" 22'-2" 23'-1"
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
70'
67'
MM 12-28-09
12-28-09
12-28-09
BK
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
97'
169
SA-1-01
07-07-10
5
BC-02 (2) BC-02 (2) BC-02 (2) BC-02 (2) BC-02 (2) BC-02 (2)
F1B / 12'F1B / 12' F1A / 10' F1B / 12' F1B / 12'
1 RFR #0000708-04-11 AM FD LC BD
2 03-08-13 MM FD WM SR
18'-5" 18'-5"
61'68'
66'
117'
118'
EX. REDLINE TO NEW NC TIE-IN (RFR #112)
CA-03M CA-04M CA-01M CA-02M
3 05-10-13 AD FD MM SRFDN CHANGE PER RFI-496
4 JG FD AD SRRELOCATE SI'S & DSW'S TO STA. 2405+30 (RFR #153)
SI-02(2)
DS-01(2)
RELEASED FOR CONSTRUCTION 09-20-13
6.89' LT 6.99' LT 6.93' LT 6.96' LT
5 DBDCLCMM09-30-15
F1B / 12'MOD (SEE NOTE A) NOTE A:
PEDESTAL. (SEE NC-RFI-0404)
APPROACH SLAB WITH REINFORCED
ANCHOR BOLTS INSTALLED IN
SPECIAL FOUNDATION EMBEDDED
6.90' LT 7.07' LT
2
16'-10"
20'-11" 21'-11"
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
1. ANY OCS POLE FOUNDATION WHERE
NOTES:
R=964'
8
138'
59'
60'
9
10 13
12
R=555'
8
R=950'
2 62'
9
10
13
12
R=569'
7.5-01 7.5-02 7.5-03 7.5-04 7.5-05 7.5-06
BPS N24
BPS N23
DRAWING
AS-BUILT 09-20-13AS-BUILT DRAWING
-
BUILDI
NG5-S
TORY B
RICK
CONCRETE
2407+00
2408+002409+00
2410+00
2411+00
2407+00
2408+002409+00
2410+00
2411+00
WM
03-07-13
SR
TM3NC-0002A
MM
SC 03-07-13
03-07-13
169A
03-07-1303-08-13 MM FD WM SR0
1
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
82 4
WIRE #'S N001 & N002
EDGE OF GUIDEWAY
> TRACK 2
> TRACK 1
WIRE #N001
WIRE #N002
STA. 2407+28
STA.2406+68
EL 37.09
18'-3"
20'-1"
2410+00
2411+00
2409+00
2408+00
2407+00
STA. 2407+90STA. 2408+60
STA. 2409+28
STA. 2410+46
STA. 2406+68
PROVIDENCE ST.
STA.2407+28
EL 39.54
STA.2407+90
EL 42.46
STA.2408+60
EL 45.93
STA.2409+28
EL 51.30
STA.2410+46
37.88OCS PROFILE
SPAN
60'SPAN
62'
SPAN
70'
SPAN
68'
SPAN
118'
STA 2406+68 TO STA 2410+46
WIRE PROFILE - MAIN ST.
EX. REDLINE TO NEW NC TIE-IN (RFR #112)
DBDCLCMM1 09-30-15
RELEASED FOR CONSTRUCTION 03-08-13
GRA. 1.39%
GRA. 2.88%
GRA. 4.53%
GRA. 5.43%
GRA. 4.51%
(NO02 - 20'-0")
(NO02 - 18'-3")
20'-0"
18'-4"
(NO02 - 20'-0")
(NO02 - 18'-3")
21'-2"
18'-5" (NO02 - 18'-5")
(NO02 - 20'-11")
(NO02 - 18'-8")
22'-3"
(NO02 - 21'-11")
18'-8"
19'-0" (NO02 - 19'-0")
(NO02 - 22'-2")
23'-1" (NO02 - 19'-0")
23'-0"
19'-0"
(NO02 - 23'-0")
DRAWING
AS-BUILT
AS-BUILT DRAWING
10
1010
11
10
9
10
10
10
10
11
10
DESIGN
SEE BRID
GEDOWN GUY
F1G
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA03
A.d
gn
10/2/2015
2:5
0:2
1 P
M
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
324
-
MA
TC
HLI
NE
ST
A 2410
+00
MA
TC
HLI
NE
ST
A 2415
+00
STA 2410+00 TO STA 2415+00
TM3NC-0003
NA
YL
OR
> TRACK 2
TRACK 1
TRACK 2 TRACK 1
STA 2410+46 STA 2411+65 STA 2412+85 STA 2413+67
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
N002
N001
N001
N002
N002
N001
MAIN ST.
MAIN ST.
JB
ZH
TP-2225
FT-01
CA-02MCA-02MCA-02M CA-01L CA-01L CA-02MCA-02MCA-01L CA-01L
TP-2225
19'-0" 19'-0" 19'-1" 19'-1" 19'-0" 19'-1" 19'-0" 19'-1"19'-4" 19'-2"
23'-0" 23'-2"24'-0"23'-4"23'-0"23'-0"23'-0"23'-0"
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
JF1 JF1
TCB-02
X0-02 X0-01
N002 N001 N002 N001 N001 N002 N003 N004 N001
CWB-01 CWB-01
MM 12-28-09
12-28-09
12-28-09
BK
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
> TRACK 1
TRACK 1
STA 2414+23
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
23'-6"
TP-2225
23'-8"
19'-2"
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
50'
FT-01
82'
138'
170
TCB-03
CS-01 (4)
TCB-02
BRIDGE
DG-01 DG-01
20'
20'
TP-4125 TP-4125
BRIDGE BRIDGE BRIDGE BRIDGE
07-07-10
3
BC-02 (2)
TB-02 (2) TB-02 (2)
BH-01 (2)
BH-01 (2)
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0 10
N003
N004
N004
N003
N003
22'-5"/21-0"
N002
CA-02L
TRACK 2
CA-06
19'-9"
23'-1"
N003
1 RFR #00007
TRACK 1
23'-0"
19'-2"
STA 2414+73
BRIDGE
SI-03
TRACK 2 POCKET TRACK
TRACK 1
23'-0"
19'-2"
TP-4134
STA 2414+74
BRIDGE
SI-03
TRACK 1 POCKET TRACK
BC-02 (2)
N002 N003
106'
N001 N004
08-04-11 AM FD LC BD
05-10-13
1569'
FTA
N004
2 05-10-13 WM FD MM SR
TP-4134
POLE HEIGHTS INCREASED AS PER RFI-393 (RFR #123)
3 09-30-15 DBDCLCMM
6.89' LT 6.98' LT 7.22' LT 8.63' LT 8.52' LT34.45' LT
10.17' RT
105'
52'
8
8
8
8
600
23'-10" 23'-11"19'-0.5"
22'-9"/21'-3.5"
R=2200'
1508'
FTA
N003R=1600'
R=2214'
R=1000'
119'
10
120'
122'
11
7.5-07 7.6-01 7.6-03 7.6-047.6-06
7.6-02
7.6-05
DRAWING
AS-BUILT AS-BUILT DRAWING
SC
24
10
+84.7
1
ST 24
11+50.4
3
TS 24
12
+04.1
1
TS 24
10
+64.7
1
CS 24
11+30.4
3
SC
24
12
+50.1
1
CS 24
13
+21.4
4
ST 24
13
+67.4
4
2410+00
2411+00
2412+00
2413+00
2414+00
2415+00
2410+00
2411+00
2412+00
2413+00
2414+00
2415+00
PIT
O
24
14
+34.9
0
PIT
O
24
13
+83.7
9
ST 24
09
+88.9
8
BK
=
Sta 24
09
+96.3
7
AH
TS 24
10
+64.8
8
SC
24
10
+84.5
4
CS 24
11+30.1
8
ST 24
11+4
9.8
4
BK
=
EQ
UA
TIO
N:
Sta 24
11+50.2
6
AH
TS 24
12
+05.0
0
SC
24
12
+30.0
0
CS 24
12
+92.8
6
ST 24
13
+17.8
6
2414+00
2415+00
2415+00
PC
24
14+56.2
7
PT 24
14
+93.7
2
24
13
+62.8
6
PS
NO.
8
RH
TO
24
14
+13.9
7
PS
NO. 8
LH
TO
11
10 3
10
9
15
10
11
10
10
910
FTA
FTA
3
10
8
DESIGN
SEE BRIDGE
DOWN GUY
DESIGN
SEE BRIDGE
DOWN GUY
F1G
F1G
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA04.d
gn
10/2/2015
2:3
7:5
1 P
M
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
wp06Oval
wp06Oval
-
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
PI
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA05.d
gn
10/2/2015
2:3
8:0
3
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
TS 24
15+80.9
6
SC
24
15+97.9
6
CS 24
16+4
6.7
3
ST 24
16+63.7
3
PC
24
17+33.5
9
PT 24
19
+4
7.2
6
2415+00
2416+00
2417+00
2418+00
2419+002420+00
TS 24
16
+53.5
8
SC
24
16
+80.5
8
CS 24
19
+00.1
8
ST 24
19
+27.1
8
BK
=
EQ
UA
TIO
N:
Sta 24
19
+34.9
4
AH
2415+00
2416+00
2417+00
2418+002419+00
2420+00
PIT
O
24
15
+4
0.4
2
PS 24
15
+68.9
1
NO. 8
EQ
UIL
AT
ER
AL
TO
2415+00
2416+00
2417+00
2418+00
2419+002420+00
2415+00
PC
24
17
+66.6
7
Sta 24
19
+4
7.5
1 B
K
=
EQ
UA
TIO
N:
PT 24
19
+50.8
7
AH
MA
TC
HLI
NE
ST
A 2415
+00
MA
TC
HLI
NE
ST
A 2420
+00
STA 2415+00 TO STA 2420+00
TM3NC-0004
STA 2415+52 STA 2415+51 STA 2418+65STA 2418+61STA 2417+74 STA 2417+86
N004
N003
MAIN ST.
23'-2"
19'-1"
TRACK 1 POCKET 1 TRACK 2
19'-1"
23'-2"
TRACK 1 TRACK 1
23'-2"
19'-2"
TRACK 1 POCKET 1 TRACK 2
19'-1"
23'-2"
TRACK 1 TRACK 1
STA 2416+63 STA 2416+62
TP-2228 TP-2228 TP-2228
23'-3"
19'-1" 19'-0"
TRACK 1 POCKET 1 TRACK 2
19'-2"
23'-2"
TRACK 1 TRACK 1
TP-4128 TP-4128
23'-4"
19'-1"
TRACK 1 POCKET 1 TRACK 2
19'-1"
23'-4"
TRACK 1 TRACK 1
TP-4128 TP-4128
23'-3"
19'-1"
TRACK 1 POCKET 1 TRACK 2
19'-1"
23'-2"
TRACK 1 TRACK 1
STA 2419+45
TP-4128 TP-4128
STA 2419+46
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
JF1
CA-01L CA-01LCA-02MCA-02M
TP-2228
N001 N003 N004 N002 N001 N003 N004 N002 N001 N003 N004 N002
19'-1"19'-1"19'-2"
N001 N003 N004 N002
19'-1"
N001 N003 N004 N002
19'-1"
N001
N002
CA-01L CA-01L CA-02M CA-01L
22'-8"23'-0" 22'-5" 22'-5" 21'-8" 21'-9"
CA-01LCA-02M
BRIDGE BRIDGE BRIDGE BRIDGE BRIDGEBRIDGEBRIDGE BRIDGEBRIDGE BRIDGE
> TRACK 2
EDGE OF GUIDEWAY
GUIDEWAY
EDGE OF
22'-0" 22'-8"
CS-02CS-02CS-02CS-02CS-02
79'
171
DS-01
SA-1-02
4
BC-01 (2) BH-01 (6) BC-01 (2)
BC-01 (4) BH-01 (6) BC-01 (4)
BH-01 (6)
BC-01 (4)
BH-01 (6)
BC-01 (4)
BH-01 (6)
CBW-01
> TRACK 1
N003
N004
1 RFR #00007
79'
N004
N003
08-04-11 AM FD LC BD11-02-11
11-02-11
11-02-11
11-02-11
BD
LC
CQ
BD
BDLCFDAMRFR #0002611-02-112
3 05-10-13 MM FD WM SROCS PROFILES FOR UPRR BRIDGE (RFR #123)
05-10-13
111'
118'
19'-3" 19'-2"
PO-01(2)
21'-11"
7.01'LT 34.99' LT6.75' LT 21.32' LT 7.00' LT 42.64' LT 11.95' LT 45.01' LT
4 09-30-15 DBDCLCMM
27.88' LT10.02' LT
11
9
79'
6
76'
5
8
78'
11
5
111'
14
121'
3
111'
111'
22'-11"
19'-2.5"
R=1500'
R=1100'
80'
80'
R=1000'
79'
R=5000'
19'-2.5"
7.7-03 7.7-057.6-07 7.6-08 7.7-01 7.7-02 7.7-04 7.7-06 7.7-07 7.7-08
BPS N25
DRAWING
AS-BUILT AS-BUILT DRAWING
11
10
9
10
9
10
10
10 11
11
10
10
11
0
1110
6
11
NC
11 10
-
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
MS\1*
PI
MS\1*
SA
NIT
AR
Y
MS\1*
SA
NIT
AR
Y
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA05
A.d
gn
10/2/2015
2:5
0:3
4
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
324
TS 24
15+80.9
6
SC
24
15+97.9
6
CS 24
16+4
6.7
3
ST 24
16+63.7
3
PC
24
17+33.5
9
PT 24
19
+4
7.2
6
2415+00
2416+00
2417+00
2418+00
2419+002420+00
TS 24
16
+53.5
8
SC
24
16
+80.5
8
CS 24
19
+00.1
8
ST 24
19
+27.1
8
BK
=
EQ
UA
TIO
N:
Sta 24
19
+34.9
4
AH
2415+00
2416+00
2417+00
2418+002419+00
2420+00
2415+00
N004
N003
N001
N002 > TRACK 2
EDGE OF GUIDEWAY
GUIDEWAY
EDGE OF
171A
> TRACK 1
N003
N004
N004
N003
WM 05-06-13
05-06-13
05-06-13
SR 05-06-13
10 MM FD WM SR
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
82 4
RELEASED FOR CONSTRUCTION 05-10-13
STA 2415+53 TO STA 2419+46
MM
SC
05-10-13
TM3NC-0004A
2420+00
23'-2"
19'-1"
STA. 2415+51
STA. 2416+62
STA. 2417+74 STA. 2418+61 STA. 2419+45
WIRE PROFILE - UPRR BRIDGE
2415+00
OSC PROFILE - WIRE #'S N001, N002, N003 & N004
SUBMIT TO METRO
1 09-30-15 MM LC DC DB
GRA. 4.52%
GRA. 1.9%
GRA. 0.13% GRA. 0%
(NO04 - 19'-2")
(NO03 - 19'-1")
(NO02 - 19'-1")
(NO04 - 23'-0")
(NO03 - 22'-8")
(NO02 - 23'-2")
23'-2" (NO04 - 22'-5")
(NO03 - 22'-5")
(NO02 - 23'-2")
(NO04 - 19'-3")
(NO03 - 19'-1")
(NO02 - 19'-1")
19'-2"
(NO04 - 21'-9")
(NO03 - 21'-8")
(NO02 - 23'-2")23'-4"
19'-1"
(NO04 - 19'-3")
(NO03 - 19'-0")
(NO02 - 19'-2") 19'-1"
(NO04 - 19'-2")
(NO03 - 19'-1")
(NO02 - 19'-1")
(NO04 - 21'-11")
(NO03 - 22'-0")
(NO02 - 23'-4")23'-4"
(NO04 - 22'-8")
(NO03 - 22'-11")
(NO02 - 23'-2")23'-3"
19'-1"
(NO04 - 19'-3")
(NO03 - 19'-1")
(NO02 - 19'-1")
EL 75.38
EL 80.27
EL 82.46 EL 82.53 EL 82.53
DRAWING
AS-BUILT
AS-BUILT DRAWING
11
10
9
10
9
10
10
10 11
11
10
10
11
0
1110
6
11
NC
11 10
-
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA06.d
gn
10/2/2015
2:3
8:1
6
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
FL
TW
C
NO
DE
F11054
3/4" PLA GAS SVC
TS 24
23
+04.2
6
SC
24
23
+23.2
6
2420+002421+00
2422+002423+00
2424+00
2425+00
Sta 24
23
+17.1
8
BK
=
EQ
UA
TIO
N:
SC
24
23
+36.5
0
CS 24
24
+4
1.4
6
ST 24
24
+61.4
6
2420+002421+00
2422+002423+00
2424+00
2425+00
PIT
O
24
23
+22.3
1
TS 24
23
+16.5
0
AH
2420+002421+00
2422+002423+00
2424+00
2425+00
PC
24
24
+03.3
1
PT 24
24
+83.8
7
PC
24
24
+03.1
6
PT 24
24
+33.1
4
24
23
+01.3
8P
S
NO.
8
LH
TO
10
9
11
11
10
10
0
6
10
10
6
3
0
10
10
NO
1
MA
TC
HLI
NE
ST
A 2420
+00
MA
TC
HLI
NE
ST
A 2425
+00
STA 2420+00 TO STA 2425+00
TM3NC-0005
BU
RN
ET
T200'
TRACK 1
TRACK 2 TRACK 1
TRACK 1
STA 2420+25STA 2420+25
TRACK 1
TRACK 2 TRACK 1
TRACK 1
STA 2422+25 STA 2422+25
N002
N003
N004
N001
N004
N003
POCKET TK
N001N002 N003 N004
23'-6" 23'-2"
19'-1" 19'-0"
POCKET TK
N001N002 N003 N004
23'-4" 23'-3"
19'-1" 19'-0" 19'-0"
CA-01L
MAIN ST.
MAIN ST.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
TP-4128
FOR TYPICAL ARRANGEMENTS)(SEE DRAWING NO. TS6-0020
TURN OUT CROSSOVER
BRIDGEBRIDGEBRIDGEBRIDGE
CA-02M CA-01L
22'-4" 22'-5"
19'-1" 19'-4"
TRACK 1
TRACK 2 TRACK 1
TRACK 1
STA 2423+07 STA 2423+07
POCKET TK
N001N002 N004
23'-2" 23'-3"
19'-1" 19'-0"19'-2" 19'-2"
CA-02M CA-02M
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
BRIDGEBRIDGE
22'-9"
TRACK 1
23'-1"
19'-1" 19'-2"
TRACK 2 XO-TRACK
TRACK 1
23'-0"
19'-2"
23'-3"
19'-1"
XO-TRACK TRACK 1
CA-01L CA-02L
CA-01L CA-02M
STA 2424+25
STA 2424+33
82'
BRIDGE
TP-2225
BRIDGE
TP-2225
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N004 N001
N003N002
GUIDEWAY
EDGE OF
> TRACK 1
> TRACK 2EDGE OF GUIDEWAY
172
SI-03
SI-03DS-01
SA-1-02
4
N0003
BC-01 (2) BC-01 (2)BH-01 (4) BC-01 (2) BC-01 (2)BH-01 (4) BC-01 (2)
CWB-01/JF1
BC-01 (2)
BH-01 (4) BC-02 (2)
BC-02 (2)
CS-02 CA-01L CS-02 CS-02
132'
125'
1 08-04-11 RFR #00007 AM FD LC BD
TP-4128 TP-4128 TP-4128 TP-4128TP-4128
11-02-11
11-02-11
11-02-11
11-02-11
BD
LC
CQ
BD
BDLCFDAMRFR #0002611-02-112
19'-4"
05-10-13
3 05-10-13 JS FD MM BDINCREASED OOR WIRE HEIGHT (RFR #123)
4 09-30-15 DBDCLCMM
12.94 LT 39.20 LT 12.92 LT 38.96 LT 12.92 LT 11.01 LT
41.60 LT
39.17 LT
10
139'
1 116'
16
118'
8
121'
130'15
123'
22'-11" 22'-11" 22'-11"
23'-2.5"
R=2500'
R=600'
R=1000'
18
R=1250'
7.8-06
7.8-057.7-10 7.7-09 7.8-02 7.8-01 7.8-04 7.8-03
BPS N26
(SB)
BURNETT STATION
(NB)
BURNETT STATION
DRAWING
AS-BUILT AS-BUILT DRAWING
-
BUILDING
1-STORY BRICK
BUI
LDI
NG)
BRI
CK
(3-
ST
OR
Y
BUILDING)
BRICK
(3-STORY
CS 24
25
+61.0
1
ST 24
25
+80.0
1
Sta 24
27
+15.0
8
BK
=
EQ
UA
TIO
N:
Sta 24
27
+14.6
7
AH
TS 24
27
+14.6
7
SC
24
27
+54.6
7
CS 24
29
+7
0.3
1
2425+00
2426+0
0
2427+0
0
2428+00
2429+002430+00
0.01'
TS 24
25
+89.8
8
SC
24
26
+26.8
8
CS 24
26
+78.8
6
ST 24
27
+66.3
8
TS 24
27
+66.3
9
SC
24
28
+02.3
9
CS 24
29
+67.8
5
ST 24
30
+03.8
5
BK
=
EQ
UA
TIO
N:
Sta 24
30
+08.3
1 A
H
2425+00
2426+00
2427+00
2428+00
2429+002430+00
Sta 24
26
+4
6.3
2
BK
=
EQ
UA
TIO
N:
PIT
O
24
26
+4
9.16
AH
2425+00
2426+00
24
25
+59.8
8P
S
NO.
8
LH
TO
Sta 24
25
+4
1.8
1 B
K
=
EQ
UA
TIO
N:
Sta 24
25
+38.6
6
AH
24
26
+70.0
9P
S
NO. 8
RH
TO
9
911
911
BWA
BWA
9
10
12 10
11
9
BWA
BWAFP
109
10
10
NC
F1G
NO
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA07.d
gn
10/2/2015
2:3
8:2
9
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
MA
TC
HLI
NE
ST
A 2425
+00
MA
TC
HLI
NE
ST
A
24
30
+0
0
STA 2425+00 TO STA 2430+00
TM3NC-0006
BR
OO
KS
TRACK 1
TRACK 1
TRACK 2 TRACK 1
STA 2425+50 STA 2427+40
STA 2429+64
STA 2429+85
TRACK 1
23'-3"
19'-1"
TRACK 1
STA 2428+65
114'
N001
N002
N004
N003
N001
N002
N001
CA-01M
N002 N001 N004
19'-1" 19'-7"
CA-02M
TRACK 1
N005 N001
-
-
23'-0"
19'-1
-
BW-01
CA-01M
TRACK 1
N002 N001
19'-0"
TRACK 1
BW-01
CA-01M
TRACK 2
N005
CA-06
TRACK 1
23'-8"
19'-1"
TRACK 2
STA 2428+60
N002 N004
-
-
- 21'-6"
CA-02M
TRACK 1
24'-9"
19'-1"
TRACK 1 TRACK 2
19'-1"
24'-3"
STA 2426+80
N001 N002
CA-01L
BW-01
23'-8"
19'-1"
- - -
TRACK 2 TRACK 1
BD
JB
ZH
MAIN ST.
MAIN ST.
TP-2125
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
JF1
CA-01M
TP-2225
FOR TYPICAL ARRANGEMENTS)(SEE DRAWING NO. TS6-0020
TURN OUT CROSSOVER
> TRACK 1
12-24-09
12-24-09
12-24-09
BK
20'
130'
TP-4125-F
BRIDGE
TRACK 2
N002 N004
23'-1"
19'-3"
CA-02M
TP-4125
TCB-03
JF1
CA-02H
19'-0"
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
STA 2425+68
TRACK 1
23'-8
19'-3"
CA-01MCA-02M
BRIDGE BRIDGE BRIDGE
BRIDGE BRIDGE BRIDGE
TP-6125-BW
TP-6125-BW
BW-01
TP-6125-BW
19'-1"
CA-02M
JF1
N004
N005
N003
N003
23'-6"
19'-0"
CA-01L
173
CA-06
07-07-10
4
TP-6125- BW
BC-01 (2) TCB-03 BC-01 (2) BC-02 (2)
BC-01 (2)TCB-03
21'-3"
CWB-01
CWB-01 SI-01
TRACK 2
N004
DG-01
TB-02
DG-03
08-04-11 RFR #00007 AM FD LC BD
DS-01/FC1
SA-1-02/BC-01 (2)/DS-02
THAT REPORT TO TPSS PLC.
TIE SWITCH DS-02 WILL HAVE RELAYS2.
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
ANY OCS POLE FOUNDATION WHERE 1.
NOTES:
1
2 08-02-12 ADDED TIE SWITCHES (RFR #65) CQ FD FD SR
CABLE TROUGH
COMM/SIGNAL
3 05-10-13 MM FD WM SR
1569'
BWA
N004
2406'
BWA
N005
AS-BUILT BWA LOC. & OCS PROFILES (RFR #123)
HEAD GUY TB-02
DUCTBANK
CONNECTION TO MAINLINE
2" CONDUIT, TIE SWITCH
CABLE TROUGH
COMM/SIGNAL
121'
EDGE OF GUIDEWAY
> TRACK 2
FC1/JP1/BPA
4 09-30-15 DBDCLCMM
22.92' LT 10.45' LT
6.96' LT
7.07' LT
7.07' LT
7.11' LT
7.13' LT
BRIDGE (SEE NOTE A)
HUB-NC-RFI-0408)
BOLTS ARE TOO SHORT. (SEE ALSO
ON ANCHOR BOLT PROJECTIONS WHERE
REDUCED NUT ARRANGEMENT USED
NOTE A:
11.11' RT
20'19
119'
21
125'12
21
1
4
60'
11
112'
19
EDGE OF GUIDEWAY
23'-11" 22'-11" 22'-11" 22'-11"
23'-11" 23'-11"
19'-11"
XO TRACK XO TRACK XO TRACK XO TRACK
XO TRACK
20'-11" 21'-5"
2286'
BWA
N006
R=1114'
R=1100'
125'
1508'
BWA
N003
R=1100'
132'
130'
134'
125'
R=1250'
7.8-08 7.9-01 7.9-03 7.9-05
DIRECTION IS INSTALLED.
TERMINATION FROM THE OPPOSITE
DOWN GUY ONLY AFTER THE SECOND
INSTALLED. REMOVE THE TEMPORARY
ONLY ONE TERMINATION IS INITIALLY
2428+60 AND 2428+65 IF AND WHEN
ADJACENT TO THE BWA POLES AT STA.
INSTALLED TO THE NEAREST POLE BA
3. A TEMPORARY DOWN GUY SHALL BE
7.8-07 7.9-02 7.9-04 7.9-06
9N S2 9N T24
DRAWING
AS-BUILT AS-BUILT DRAWING
05-10-13
wp06Oval
wp06Oval
wp06Oval
wp06Oval
-
BUILDING
1-STORY BRICK
BUI
LDI
NG)
BRI
CK
(3-
ST
OR
Y
BUILDING)
BRICK
(3-STORY
CS 24
25
+61.0
1
ST 24
25
+80.0
1
Sta 24
27
+15.0
8
BK
=
EQ
UA
TIO
N:
Sta 24
27
+14.6
7
AH
TS 24
27
+14.6
7
SC
24
27
+54.6
7
CS 24
29
+7
0.3
1
ST 24
30
+10.3
1
2425+00
2426+0
0
2427+0
0
2428+00
2429+002430+00
0.01'
TS 24
25
+89.8
8
SC
24
26
+26.8
8
CS 24
26
+78.8
6
ST 24
27
+66.3
8
TS 24
27
+66.3
9
SC
24
28
+02.3
9
CS 24
29
+67.8
5
ST 24
30
+03.8
5
BK
=
EQ
UA
TIO
N:
Sta 24
30
+08.3
1 A
H
2425+00
2426+00
2427+00
2428+00
2429+002430+00
162.45'
20.93'
9
911
911
BWA
BWA
9
10
12 10
11
9
BWA
BWAFP
109
10
10
NC
F1G
NO
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA07
A.d
gn
10/2/2015
2:5
0:4
6
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
324
N001
N002
N004
N003
N001
N002
MAIN ST.FOR TYPICAL ARRANGEMENTS)(SEE DRAWING NO. TS6-0020
TURN OUT CROSSOVER
N004
N005
N003
173A
TM3NC-0006A
WM 05-06-13
05-06-13
05-06-13
SR 05-06-13
10 MM FD WM SR
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
82 4
RELEASED FOR CONSTRUCTION 05-10-13
STA 2425+50 TO STA 2429+84
MM
SC
05-10-13
2430+002425+00
19'-1"
23'-3"
STA. 2425+50 STA. 2426+80
STA. 2429+85
> TRACK 1
EDGE OF GUIDEWAY
DUCTBANK
CONNECTION TO MAINLINE
2" CONDUIT, TIE SWITCH
EDGE OF GUIDEWAY
> TRACK 2
CABLE TROUGH
COMM/SIGNAL
CABLE TROUGH
COMM/SIGNAL
STA. 2427+40STA. 2428+65
WIRE PROFILE - UPRR BRIDGE
OSC PROFILE - WIRE #N001
SUBMIT TO METRO
1 09-30-15 DBDCLCMM
(NO04 - 19'-0")
(NO03 - 19'-3")
(NO02 - 19'-0")
(NO04 - 23'-6")
(NO03 - 23'-1")
(NO02 - 23'-11")24'-9"
19'-1"
(NO04 - 19'-3")
(NO02 - 19'-1")
(NO04 - 23'-8")
(NO02 - 24'-3")
(NO04 - 19'-7")
(NO02 - 19'-1")19'-1"
(NO04 - 22'-11")
(NO02 - 23'-8")
23'-11"
19'-1"
(NO02 - 19'-1")
23'-0" (NO02 - 23'-8")
(NO05 - 23'-11")
(NO02 - 22'-11")
22'-11"
19'-0"
(NO05 - 19'-11")
(NO02 - 19'-1")
EL 82.53
GRA. -0.07% GRA. -0.2%GRA. 0.03% GRA. -2.29%
EL 82.53 EL 82.53EL 82.17
EL 79.70
STA. 2425+68 (N002, N003, N004)STA. 2428+60 (N002)
DRAWING
AS-BUILT
AS-BUILT DRAWING
-
(TWO-STORY BRICK BUILDING)
BLDG)
BRICK
STORY
(ONE
ST 24
30
+10.3
1
2430+00 2431+00 2432+00 2433+00 2434+00 2435+00
ST 24
30
+03.8
5
BK
=
EQ
UA
TIO
N:
Sta 24
30
+08.3
1 A
H
2430+00 2431+00 2432+00 2433+00 2434+00 2435+00
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA08.d
gn
10/2/2015
2:3
8:4
4
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
MA
TC
HLI
NE
ST
A
24
30
+0
0
MA
TC
HLI
NE
ST
A
24
35
+0
0
STA 2430+00 TO STA 2435+00
TM3NC-0007
HA
RRI
NG
TO
N
PI
NC
KN
EY
> TRACK 2
> TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
STA 2430+92
STA 2431+02
STA 2432+54
STA 2432+74 STA 2434+42
188'
118'
N005
N006
N005
N006
N005 N006
24'-0"24'-0"
19'-1" 19'-8"
- -
CA-01L CA-06
N005 N006
23'-9"
23'-1"
19'-0"
- -
CA-06
TRACK 1
23'-0"
19'-9"
TRACK 1
N001
CA-06
TRACK 1
23'-6"
19'-0"
TRACK 2 TRACK 1
19'-1"
TRACK 2
N002
-- 21'-6"
BW-01
CA-01L
N001N002
23'-3"
TRACK 1
19'-1"
TRACK 2 TRACK 1 TRACK 1
19'-2"
N005 N001 N006
21'-8"
CA-01L BW-01
ZH
JB
BD
MAIN ST.
MAIN ST.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
CA-02L
TP-6125-BW
TP-6125-BW
CA-02L
20'
12-28-09
12-28-09
12-28-09
BK
JP1
SI-01
SI-01
JP1
DS-01/FC1
DS-01/FC1
TP-4125-F TP-4125-F
TP-4125-F
174
SA-1-02
SA-1-02
CA-02L
OVERLAP
INSULATED
BRIDGE
BRIDGE
07-07-10
4
BC-02 (2) BC-02 (2)
BC-02 (2)
JP1 / BC-01 (2) BC-02 (2)
SI-01/SA-1-02
RFR #00007
2431+00
N002
N001
118'
128'
162'
162'
172'
N002
N001
08-04-11 AM FD LC BD
DG-03
DS-01/FC1/BPA
DG-01
DS-02/FC1
THAT REPORT TO TPSS PLC.
TIE SWITCH DS-02 WILL HAVE RELAYS2.
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
ANY OCS POLE FOUNDATION WHERE 1.
NOTES:
1
2 08-02-12 ADDED TIE SWITCHES (RFR #65) CQ FD FD SR
DUCTBANK
CONNECTION TO MAINLINE
2" CONDUIT, TIE SWITCH
A TIE SWITCH LOCATION
FOR CLARITY AND NOT
THIS AREA IS ENLARGED
05-10-13
3 05-10-13 MM FD WM SROCS PROFILES FOR UPRR BRIDGE (RFR #123)
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
OVERLAP
INSULATED
3024'C
WM
W
3121'
BWA
N002
3236'C
WM
W
3329'
BWA
N001
23'-10" 23'-10"
4 09-30-15 MM LC DC DB
7.00' LT
6.91' LT
6.97' LT
7.01' LT 6.92' LT
BRIDGE (SEE NOTE C)
NOTE B:
F1E MOD (SEE NOTE A)
NOTE A:
PEDESTAL. (SEE NC-RFI-0404)
APPROACH SLAB WITH REINFORCED
ANCHOR BOLTS INSTALLED IN
SPECIAL FOUNDATION EMBEDDED
NOTE C:
(SEE ALSO HUB-NC-RFI-408)
WHERE BOLTS ARE TOO SHORT.
ON ANCHOR BOLT PROJECTIONS
REDUCED NUT ARRANGEMENT USED
16'
19'-10"
BRIDGE (SEE NOTE B)
203'
7.9-07 8.0-01
(SEE ALSO NC-RFI-0594)
TYPE ANCHOR BOLT ASSEMBLY.
POLE TO FIT ON AS-BUILT F2E
SLOTTED TO ALLOW TP-6125-BW
POLE BAPLATE HOLES TO BE
8.0-037.9-08 8.0-02
9N S4
9N S1
9N S4
9N S1
9N T13
9N S3
9N S3
9N T13
DRAWING
AS-BUILT AS-BUILT DRAWING
910
99
BWA
9
10
10
BWA
10
10
FP FP FPNC
NCNC
NO
F1G
910
99
FP FPNCNC
2431+00
2431+00
BWA
9
10
10
FPNC
NO
wp06Oval
wp06Oval
-
BUILDING
1-STORY BRICK
(TWO-STORY BRICK BUILDING)
CS 24
29
+7
0.3
1
ST 24
30
+10.3
1
2430+00 2431+00 2432+00 2433+00 2434+00 2435+00
CS 24
29
+67.8
5
ST 24
30
+03.8
5
BK
=
EQ
UA
TIO
N:
Sta 24
30
+08.3
1 A
H
2430+00 2431+00 2432+00 2433+00 2434+00 2435+00
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA08
A.d
gn
10/2/2015
2:5
0:5
8
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
324
N005
N006
N005
N006
MAIN ST.
174A
OVERLAP
INSULATED
2431+00
N002
N001
N002
N001
TM3NC-0007A
WM 05-06-13
05-06-13
05-06-13
SR 05-06-13
10 MM FD WM SR
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
82 4
RELEASED FOR CONSTRUCTION 05-10-13
STA 2429+84 TO STA 2434+44
MM
SC
05-10-13
19'-0"
STA. 2429+85
2435+002430+00
WIRE PROFILE - UPRR BRIDGE
OSC PROFILE - WIRE #'S N001 & N006
N001 N006
> TRACK 2
> TRACK 1EDGE OF GUIDEWAY
DUCTBANK
CONNECTION TO MAINLINE
2" CONDUIT, TIE SWITCH
EDGE OF GUIDEWAY
OVERLAP
INSULATED
SUBMIT TO METRO
DBDCLCMM1 09-30-15
GRA. -4.06%
GRA. -5.41% GRA. -6.11%
GRA. -5.98%STA. 2431+02
EL 79.70
EL 74.91
STA. 2430+92
EL 75.41
EL 64.89
EL 66.09
STA. 2432+54
STA. 2432+74
STA. 2434+42
EL 54.93
(NO05 - 23'-11")
(NO02 - 22'-11")
22'-11"
(NO05 - 19'-11")
(NO02 - 19'-1")
(NO05 - 19'-1")
NO06 - 19'-8"
(NO05 - 24'-0")
NO06 - 24'-0"
(NO02 - 23'-3")
NO01 - 23'-1"
(NO02 - 19'-10")
NO01 - 19'-0"
(NO05 - 19'-0")
NO06 - 19'-1"
(NO05 - 23'-6")
NO06 - 23'-9"
NO01 - 23'-0"
NO01 - 19'-9"
(NO05 - 19'-1")
NO06 - 19'-2"
(NO05 - 23'-10")
NO06 - 23'-10"
DRAWING
AS-BUILT
AS-BUILT DRAWING
10
11
910
99
BWA
9
10
10
BWA
10
10
BWAFP FP FP
NCNCNC
NO
NO
F1G
-
(CONC WALK)
BUILDING)
(1-STORY BRICK
BRICK BUILDING)
(ONE STORY
2435+00 2436+00 2437+00
2435+00 2436+00 2437+00
MA
TC
HLI
NE
ST
A
24
35
+0
0
MA
TC
HLI
NE
ST
A
244
0+
00
STA 2435+00 TO STA 2440+00
TM3NC-0008
> TRACK 2
> TRACK 1
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
STA 2436+45 STA 2437+94 STA 2439+84
203' 168' 190'
N005
N006
N005 N006
23'-1"23'-3"
19'-1" 19'-2"
CA-01L
N005 N006
23'-2" 23'-1"
19'-1" 19'-1"
CA-01L
N005 N006
23'-1" 23'-1"
19'-0" 19'-1"
CA-01L
ZH
JB
MAIN ST.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
TP-2125 TP-2125 TP-2125
12-28-09
12-28-09
12-28-09
BK
MM
CA-02L CA-02L CA-02L
175
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
ANY OCS POLE FOUNDATION WHERE 1.
NOTES:
07-07-10
3
BC-02 (2) BC-02 (2) BC-02 (2)
10'F1A / 10'F1A / 10'F1A /
1 RFR #0000708-04-11 AM FD LC BD
2 05-10-13 MM FD AD SROCS PROFILES FOR UPRR BRIDGE (RFR #123)
05-10-13
3 09-30-15 MM LC DC DB
6.70' LT 6.81' LT 6.92' LT
8.0-04 8.1-028.1-01
DRAWING
AS-BUILT AS-BUILT DRAWING
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA09.d
gn
10/2/2015
2:3
8:5
7
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
9
9
9
10
10
92438+00 2439+00 2440+00
2438+00 2439+00 2440+00
EQ
UA
TIO
N:
Sta 24
37
+68.6
1 B
K
=
Sta 24
37
+50.0
0
AH
Sta 24
37
+50.0
0
AH
Sta 24
37
+68.6
1 B
K
=
EQ
UA
TIO
N:
-
(CONC WALK)
BUILDING)
(1-STORY BRICK
2435+00 2436+00 2437+00 2438+00 2439+00
2435+00 2436+00 2437+00 2438+00 2439+00
203'149'
190'
N005
N006
175A
TM3NC-0008A
WM 05-06-13
05-06-13
05-06-13
SR 05-06-13
10 MM FD WM SR
000 20 4000 10
00000
HORIZ. SCALE (IN FEET)
VERT. SCALE (IN FEET)
82 4
RELEASED FOR CONSTRUCTION 05-10-13
STA 2434+44 TO STA 2438+14
MM
SC
05-10-13
WIRE PROFILE - UPRR BRIDGE
2435+00
19'-2"
STA. 2434+42
STA. 2436+45 STA. 2437+94
OSC PROFILE - WIRE #'S N006 AND N005
> TRACK 2
> TRACK 1
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
SUBMIT TO METRO
GRA. -3.99%
GRA. -0.22%
1 09-30-15 MM LC DC DB
23'-10"
(NO05 - 19'-1")
(NO05 - 23'-10")
(NO05 - 19'-1")19'-2"
(NO05 - 23'-3")23'-1" (NO05 - 23'-2")
19'-1" (NO05 - 19'-1")
23'-1"
EL 54.93
EL 46.80 EL 46.55
DRAWING
AS-BUILT
AS-BUILT DRAWING
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA09
A.d
gn
10/2/2015
2:5
1:1
0
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
324
BWA
10
10
9
9
9
10
F1G
-
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA10.d
gn
10/2/2015
2:3
9:1
1 P
M
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY1-STORY BRICK BUILDING
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
1-STORY WOOD AND BRICK BUILDING
WITH CANOPY
2-STORY BRICK BUILDING
BRICK BLDG.
1-STORY
CH
AI
N
LI
NK
FE
NC
E
BUI
LDI
NG
BUI
LDI
NG
SHELTER
BUS
FE
NC
E
1917 MAIN
2440+00 2441+00 2442+00 2443+00 2444+00 2445+00
2440+00 2441+00 2442+00 2443+00 2444+00 2445+00
MA
TC
HLI
NE
ST
A
2440
+00
MA
TC
HLI
NE
ST
A 244
5+00
STA 2440+00 TO STA 2445+00
TM3NC-0009
GA
RG
AN
JA
ME
S
> TRACK 2
> TRACK 1
EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
TRACK 1
TRACK 2 TRACK 1
STA 2441+55
171' 200'
N005
N006
N005 N006
23'-1"23'-1"
19'-1" 19'-1"
CA-01L
MAIN ST.
MAIN ST.
TRACK 1
24'-1"
19'-1"
TRACK 2 TRACK 1 TRACK 1
19'-1"
24'-0"
STA 2443+55
N005 N006
-
-
- -
BW-01
CA-01L
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
TP-2125
TP-6125-BW
ZH 12-28-09
12-28-09JB
MM 12-28-09
BK
JP1
CA-02L
N007
N007
176
CA-02L
07-07-10
2
BC-02 (2)
BC-02 (2)
10'F1A /
20'F1E /
1 RFR #0000708-04-11 AM FD LC BD
2 09-30-15 DBDCLCMM
7.09' LT
6.92' LT
21'-10"
696'
BWA
N007
162'
160'
8.1-03
8.2-01
DRAWING
AS-BUILT
AS-BUILT DRAWING
6
6 6
BWA
7
-
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA11.d
gn
10/2/2015
2:3
9:2
4
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY1-STORY BRICK BUILDING
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
BUILDING
1-STORY STUCCO
BUILDING
2-STORY STUCCO
WITH METAL CANOPY
1-STORY BRICK BUILDINGBUILDING
BRICK
1-STORY
CO
NC
WA
LK
CO
NC
RA
MP
MT
L.
RAI
L
CO
NC
WA
LK
FE
NC
E
CO
NC
2445+00 2446+00 2447+00 2448+00 2449+00 2450+00
2445+00 2446+00 2447+00 2448+00 2449+00 2450+00
STA 2445+00 TO STA 2450+00
TM3NC-0010
MA
TC
HLI
NE
ST
A 24
50
+00
MA
TC
HLI
NE
ST
A 2445
+00
PA
SC
HA
LL
MA
RI
E
> TRACK 1EDGE OF GUIDEWAY
EDGE OF GUIDEWAY
BI
SH
OP
ST.
143'
199'
N007
N005
N006
MAIN ST.
MAIN ST.
TRACK 1
23'-2"
19'-1"
24'-1"
19'-1"
TRACK 2 TRACK 1
19'-2"
23'-3"
STA 2445+17
X0-03
N005 N006 N007
- - -
CA-02H
SI-03
JF1
TRACK 1
23'-8"
19'-0"19'-1"
TRACK 2 TRACK 1
19'-1"
23'-2"
STA 2446+58
X0-03
N005 N006N007
- - -
CA-01LCA-02H
TRACK 1
23'-9"
19'-1" 19'-0"
TRACK 2 TRACK 1
19'-1"
23'-1"
STA 2448+50
X0-04
N005 N006 N007
- - -
CA-01L CA-02H
TCB-03 JP-1
TRACK 1
TRACK 2
STA 2447+11
N007 N005
23'-2" 24'-2"
19'-1" 19'-0"
- -
CA-02H
SI-03
X0-04
CA-01L
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
TP-4125 TP-2225
TP-2225
TP-4125
FOR TYPICAL ARRANGEMENTS)(SEE DRAWING NO. TS6-0019
UNIVERSAL CROSSOVER
ZH 12-28-09
12-28-09JB
MM 12-28-09
BK
> TRACK 2
CWB-01
CA-01L
TCB-02
JF1
CA-01L CA-02L
JF1
CA-02L
MLSI-02
DS-01
MLSI-02 DS-01
MLSI-02TCB-03
N007
177
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
ANY OCS POLE FOUNDATION WHERE 1.
NOTES:
07-07-10
2
TCB-03
14'F2B / F1B / 12'
F1B / 12'
14'F2B /
CWB-01 CWB-01 CWB-01
50'
141'
DS-01
1 08-04-11 RFR #00007 AM FD LC BD
7.09' LT 7.00' LT
6.87' LT
7.03' LT
23'-10"23'-1"
139'
143'
56'
190'140'
201'
8.2-04
8.2-02 8.2-03 8.3-01
BPS N27
BPS N28
BPS N29
DRAWING
AS-BUILT
2 09-30-15 AS-BUILT DRAWING MM LC DC DB
3
4
5
311
11 10
10
3
3
3
NC
NC
NC
-
SCALE (IN FEET)
0
SCALE (IN FEET)
0
SCALE (IN FEET)
0 20 40
SCALE (IN FEET)
0
SCALE (IN FEET)
0
NO.
Metropolitan Transit Authority of Harris County, TexasDATE
DATE
DATE
DATEDESIGNED:
DRAWN:
APPROVED:
CHECKED:
c:\
pw_
working_x
m\ptg\p0083193\d
ms56234\
AB
NC
TA12.d
gn
10/2/2015
2:3
9:3
5
PM
OVERHEAD CONTACT SYSTEM
CONTRACT
NO.
DRAWING REV.REV DATE DESCRIPTION ADD AMD CCR BY ENG CHK APP SCALE:
METRO SOLUTIONS - NORTH CORRIDOR
AS SHOWN
OCS LAYOUT PLAN
STRUCTURE #
POLE STATION
OFFSET
TRACK SERVED
POLE TYPE
WIRE RUN #
MW HT
CW HT
TERM HT
CANTILEVER
MISC. ASSEMBLY
MISC. ASSEMBLY
REFERENCE TRK
IN -SPAN ASSEMBLY
REFERENCE LEGEND
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
10
CT00800120{
PARSONS
FIRM REGISTRATION NO: F-1481
(832)255-4800
HOUSTON, TX 77003
2979 McKINNEY
CONTRACT SHEET No. OF
0 07-16-10 SUBMIT TO METRO BD FD AF BK
324
FOUNDATION TYPE / DEPTH
08-25-11RELEASED FOR CONSTRUCTION
MISC. ASSEMBLY
2-STORY METAL BUILDING
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
BUILDING
2-STORY BRICK
BUILDING
CINDER BLOCK
1-STORY
CO
NC
RE
TE
WA
LK
CO
NC
RE
TE
WA
LK
B
UI
LDI
NG
CO
NC
WA
LK
BUI
LDI
NG
CO
NC
2450+00
PC
24
50
+4
4.3
6
2451+00
PT 24
51+02.5
4
2452+00
PC
24
52
+02.6
3
PT
24
52
+58.8
3
2453+00 2454+00 2455+00
2450+00
PC
24
50
+4
4.3
6
2451+00
PT 24
51+02.6
2
BK
=
EQ
UA
TIO
N:
Sta 24
51+02.5
4
AH
2452+00
PC
24
52
+02.6
3
PT
24
52
+58.7
6
BK
=
EQ
UA
TIO
N:
Sta 24
52
+58.8
3
AH
2453+00 2454+00 2455+0010
10
10
10
10
10
FTA MPA
MPA MPA
MPA
WI
NNI
E
ST.
STA 2450+00 TO STA 2455+00
TM3NC-0011
MA
TC
HLI
NE
ST
A 245
5+0
0
MA
TC
HLI
NE
ST
A 2450
+0
0TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
TRACK 1
TRACK 2 TRACK 1
STA 2450+49 STA 2452+51 STA 2454+16
N005
N006N006
N005
202' 165'
N005 N006
23'-2" 23'-2"
19'-1" 19'-1"
24'-0"
CA-01L
N005 N006
23'-1" 23'-1"
19'-1"19'-1"
--
CA-01L CA-02M
N005 N006
23'-1" 23'-0"
19'-1" 19'-1"
24'-0"
CA-01L
MAIN ST.
MAIN ST.
HE
NR
Y
ST.
HE
NR
Y
ST.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
MP-01MP-01
TP-4125 TP-2225
CA-02LCA-02L
FT-01
ZH 12-28-09
12-28-09JB
MM 12-28-09
BK
TP-4125
EDGE OF GUIDEWAY> TRACK 2
EDGE OF GUIDEWAY
178
ARRESTER CABLE.
SWEEP IN FOUNDATION FOR SURGE
ALLOCATED SHALL HAVE 2" CONDUIT
SURGE ARRESTER(S) HAVE BEEN
ANY OCS POLE FOUNDATION WHERE 1.
NOTES:
07-07-10
3
20'-3"/22'-4"
BC-02 (2)
BC-02 (2) BC-02 (2)TB-02
14'F2B / 12'F1B / F2B / 14'
1 08-04-11 RFR #00007 AM FD LC BD
05-10-13
2 05-10-13 WM FD MM SRAS-BUILT BWA LOC. & OCS PROFILES (RFR #123)
N007
TB-02 (3)
3 09-30-15 DBDCLCMM
7.15' LT 7.02' LT 7.04' LT
> TRACK 1
196'
696'
FTA
N007
MPA
2347'24
06'
N005
MPA
2439'
2286'
N006
8.3-02 8.3-03 8.4-01
(SB)
QUITMAN STATION
DRAWING
AS-BUILT AS-BUILT DRAWING
wp06Oval
wp06Oval
wp06CalloutTwo Straps