attse location map
TRANSCRIPT
DESCRIPTION
F.D.O.T
PERMIT REQUIRED
AT&T PROPOSES TO INSTALL 141' OF CONDUIT WITHIN
F.D.O.T (US-1) RIGHT OF WAY,
SEE PLANS FOR LOCATIONS.
LOCATION MAP
ROUTES DATA
SECTION START ST END ST TOTAL FTG
S-1 00+00 01+41 141 FT
TOTAL 141 FT
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS COVER 013
PCN: 00509960-000000
SYMBOL DESCRIPTION
POWER MANHOLE
POWER TRANSFORMER
POWER PEDESTAL
TRAFFIC SIGNAL CABINET
STREET LIGHT
WATER VAULT/SPRINKLER
WATER METER
WATER CAP
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
CATCH BASIN
CULVERT
TELCO MANHOLE
TELCO PEDESTAL
TELCO BOX
CONCRETE TELCO PAD
GAS VALVE
PROPOSED NEW HANDHOLE
PROPOSED NEW HANDHOLE ON CONCRETE
PROPOSED NEW RATE HANDHOLE ON CONCRETE
PROPOSED NEW HANDHOLE ON ASPHALT
REMOVE & RESTORE CONCRETE
REMOVE & RESTORE ASPHALT
PROPOSED BORE PIT
EXISTING HANDHOLE
PROPOSED NEW MANHOLE
EXISTING MANHOLE
WOOD JOINT POLE
CONCRETE JOINT POLE
METAL JOINT POLE
WOOD TELCO POLE
LIGHT POLE
LINETYPE DESCRIPTION
POWER UNDERGROUND
STREET LIGHT
TRAFFIC
TELCO
CABLE TV
EXISTING FIBER OPTIC CABLE
EXISTING BURIED CABLE
GAS PIPE
SANITARY SEWER
STORM SEWER
FORCE MAIN
WATER MAIN
RECLAIMED WATER
CENTER LINE
RIGHT OF WAY
LIMIT ACCESS RIGHT OF WAY
EDGE OF PAVEMENT
SIDEWALK
UTILITY EASEMENT
PROPERTY LINE
CHAIN FENCE
WOOD FENCE
GUARD RAIL
RAIL ROAD
MISSILE BORE
DIRECTIONAL BORE
TRENCH
AERIAL
DIRECT BURIED
E E E
SL SL SL
SL SL SL
T T T
TV TV TV TV
FOC FOC FOC
BOC BOC BOC
G G G G
SAN SAN
D D
FM FM
W W W
REW REW REW
ROW
LAROW LAROW
EOP EOP EOP
x x x x x x
o o o o o o o o
B B B B
A A A
BC BC
UG CONSTRUCTION NOTES
RESTORE ALL SURFACES TO EQUAL OR BETTER CONDITION NO PROPOSED RUNNING LINE CHANGES ARE TO BE DONE WITHOUT AT&T APPROVAL.
VERIFY ALL MEASUREMENTS AND DISTANCES. MAINTAIN A MIN BENDING RADIUS OF 5' ON ALL DUCT CONFIGURATION.
MAINTAIN MINIMUM OF 4 FEET HORIZONTAL CLEARANCE AND 12 INCH OF VERTICAL CLEARANCE BETWEEN AT&T CONDUITS AND
EXISTING UTILITIES.
UG UG
DB DB
ROAD & BRIDGE GENERAL NOTES:
VERTICAL DATUM USED ON ALL PLAN SHEETS IS NAVD88
1. JUST IN CASE OF ANY DRAINAGE IMPACTS: ALL DRAINAGE INLETS, PIPES
AFFECTED BY DIRECTIONAL BORE WILL BE RESTORED/REPAIRED AT NO COST
TO THE DEPARTMENT.
2. COMPACT FILL AREAS, INCLUDING CUTS THAT ARE UNDER THE SIDEWALK THAT
HAVE BEEN EXCAVATED MORE THAN 6" BELOW THE BOTTOM OF SIDEWALK, TO
A MINIMUM OF 95% OF AASHTO T99 DENSITY.
3. ALL PORTIONS OF THE STATE RIGHT OF WAY DISTURBED IN THE CONSTRUCTION
OF THE PROPOSED WORK SHALL BE RESTORED TO FDOT CURRENT EDITION
STANDARDS AND SPECIFICATIONS.
4. PROVIDE THE DEPARTMENT REPRESENTATIVE A COMPLETE SET OF AS-BUILT
PLANS SHOWING ALL BORES (SUCCESSFUL AND FAILED) WITHIN THIRTY (30)
CALENDAR DAYS OF COMPLETING WORK. (UAM 555-6.2).
5. TEMPORARY PATCHES WILL BE MAINTAINED TO PROVIDE SMOOTH,
ALL-WEATHER SURFACES AT ALL TIMES.
6. IN THE EVENT THAT THE ROADWAY PAVEMENT IS DAMAGED, IT SHALL BE
RESTORED IN FULL LANE TO MATCH OR EXCEED EXISTENT CONDITIONS AND IN
ACCORDANCE WITH THE FDOT CURRENT EDITION STANDARD SPECIFICATION
FOR ROAD AND BRIDGE CONSTRUCTION.
7. BACKFILLED SHALL BE PLACED AND COMPACTED PER FDOT CURRENT EDITION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION
125-8 AND FDOT CURRENT EDITION DESIGN STANDARDS, INDEX 307. THIS
REQUIREMENT HOLDS FOR EMBANKMENT, SUB GRADE AND BASE. A COPY OF
THE DENSITY TEST REPORTS SHALL BE FURNISHED TO FDOT.
8. BACKFILLED SHALL BE PLACED AND COMPACTED PER FDOT CURRENT EDITION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION
125-8 AND FDOT CURRENT EDITION DESIGN STANDARDS, INDEX 307. THIS
REQUIREMENT HOLDS FOR EMBANKMENT, SUB GRADE AND BASE. A COPY OF
THE DENSITY TEST REPORTS SHALL BE FURNISHED TO FDOT.
9. EXISTING SOD MAY BE DAMAGED DURING THE PERMITTED WORK. DAMAGED
SOD SHALL BE RESTORED TO THE CONDITION PRIOR TO THE UTILITY WORK PER
2017 UAM, SECTION 3.17.3.
10. ALL FINAL RESTORATION SHALL BE COORDINATED WITH THE DEPARTMENT
REPRESENTATIVE. ALL PORTIONS OF THE STATE RIGHT-OF-WAY SHALL BE
RESTORED WITHIN THIRTY (30) DAYS UPON COMPLETION OF THE PERMITTED
INSTALLATION.
11. ALL REQUIRED DOCUMENTS INCLUDING PRE-CONSTRUCTION MEETING AGENDA
AND MINUTES, DENSITY TESTS, DESIGN-MIX, AND AS-BUILTS, ALONG WITH AN
APPROVED FINAL INSPECTION WILL BE REQUIRED TO CLOSE THIS PERMIT. FOR
ANY AND ALL POWER CONNECTIONS DONE, ELECTRICAL CERTIFICATIONS MUST
BE SUBMITTED WITH CLOSING DOCUMENTS TO VERIFY CONNECTIONS ARE
DONE PER ELECTRICAL CODES AND THE UAM.
12. NO CONTAMINATION ISSUES ARE EXPECTED GIVEN THE SCOPE OF THE
PROJECT. THE PERMITTEE SHOULD ASSURE THAT ANY ACTIONS CARRIED OUT
ARE IN ACCORDANCE WITH ALL ENVIRONMENTAL REGULATORY REQUIREMENTS.
13. ANY SIDEWALK, RAMPS AND/OR CURB AND GUTTER WORK SHOULD BE PER
FDOT 2021-22 STANDARD PLANS INDEX NO. 520-001, 522-001, 522-002, AND FDOT
STANDARD SPECIFICATION 522.
APWA COLOR CODES
COLOR DESCRIPTION
RED
ELECTRIC POWER LINES (CABLES, CONDUIT & LIGHTING
CABLES
ORANGE
TELECOMMUNICATION (ALARM OR SIGNAL LINES, CABLES
OR CONDUIT)
YELLOW
NATURAL GAS, OIL, STEAM, PETROLEUM OR GASEOUS OR
FLAMMABLE MATERIAL
GREEN SEWER AND DRAIN LINES
BLUE POTABLE WATER
PURPLERECLAIMED WATER, IRRIGATION, AND SLURRY LINES
PL PL
P
T
G
TB
ROW
· EXISTING UTILITY LOCATIONS OBTAINED
FROM RECORD DRAWINGS AND/OR
PROVIDED BY DEVELOPMENT ENGINEER.
ALL FACILITIES SUBJECT TO FIELD
VERIFICATION.
CP
WC
P
C
L
S
MH
MH
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS NOTES 013
105075
00509960-000000
ADA RAMP
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
D
D
D
D
D
D
D
D
D
D
D
D
D
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
ROW
ROW
R
O
W
R
O
W
ROW
R
O
W
R
O
W
W
W
W
W
W
W
W
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
36"
WATER
MAIN
D
B
D
B
D
B
O
V
E
R
S
E
A
S
H
W
Y
(
U
S
-
1
)
CL
S
D
W
K
PB:
2/80
TOTAL PAGE FOOTAGE:
141'
0 20 40
1" = 40'
PLAN VIEW
TARPON AVE
00+00
START
S01
EXISTING WOOD
POLE
DIRECTIONAL BORE
141'
01+41
END
S01
EXISTING WOOD
POLE
PROPOSED
2'x3' BORE PIT
PROPOSED 2'x3' BORE PIT
SHEET
FTG: MIN COVER:
SEE PROFILE
"'
DIRECTIONAL BORE
141 60
PLACE 1-4" HDPE CONDUIT WITH 6" REAMER
"S01" 002
'
(
D
B
)
1
4
1
1
6
0
'
8
0
'
8
0
'
3
3
'
2
7
'
4
4
'
2
7
'
2
8
'
1
6
0
'
8
0
'
8
0
'
2
2
'
2
3
'
4
5
'
2
8
'
4
2
'
50'
25'
25'
15'
15'
20'
2
5
'
2
4
'
1
2
'
7
'
CL
C
L
C
L
S
D
W
K
1
0
'
1
0
'
ADA RAMP
GENERAL NOTES:
· JUST IN CASE OF ANY DRAINAGE IMPACTS:
ALL DRAINAGE INLETS, PIPES AFFECTED
BY DIRECTIONAL BORE WILL BE
RESTORED/REPAIRED AT NO COST TO THE
DEPARTMENT.
· THE RESTORATION OF SODDING AND TURF
SHOULD BE DONE ACCORDING TO FDOT
2021-22 DESIGN STANDARDS INDEX
570-010. IF THE SOD IS DAMAGED DURING
OPERATION, IT MUST BE REPLACED AND
MAINTAINED UNTIL THE SOD IS
ESTABLISHED. THE PERMIT WILL REMAIN
OPEN UNTIL THIS IS ACCOMPLISHED.
· ANY SIDEWALK, RAMPS AND/OR CURB AND
GUTTER WORK SHOULD BE PER FDOT
2021-22 STANDARD PLANS INDEX NO.
520-001, 522-001, 522-002, AND FDOT
STANDARD SPECIFICATION 522.
· COMPACT FILL AREAS, INCLUDING CUTS
THAT ARE UNDER THE SIDEWALK THAT
HAVE BEEN EXCAVATED MORE THAN 6"
BELOW THE BOTTOM OF SIDEWALK, TO A
MINIMUM OF 95% OF AASHTO T99 DENSITY.
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
1:40 001 013
00+00 00+40 00+80 01+20 01+60
CONTRACTOR SHALL VERIFY DEPTH
OF ALL UTILITIES BEFORE
COMMENCING
13.00
12.00
11.00
10.00
9.00
8.00
7.00
6.00
5.00
4.00
3.00
HORIZONTAL SCALE 1" =
VERTICAL SCALE 1" =
PROFILE "S01"
40'
4'
EL: 11.29
EXISTING WOOD POLE
DIRECTIONAL BORE
141'
EX
IS
TIN
G W
OO
D P
OLE
DIR
EC
TIO
NA
L B
OR
E
141'
EL: 11.31
PROPOSED
2'x3' BORE PIT
EL: 11.04EL: 11.03
EXISTING WOOD POLE
EX
IS
TIN
G W
OO
D P
OLE
LOOKING:
OVERSEAS HWY (US-1)
NORTH
36" WATER MAIN GAS PIPE
RO
W
RO
W
00+00
DIRECTIONAL BORE
PLACE 1-4" HDPE CONDUIT WITH 6" REAMER
(60" MIN. COVER)
60"M
IN
01+41
PROPOSED
2'x3' BORE PIT
12"MIN
D
B
D
B
D
B
D
B
160'
80' 80'
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
1:40 002 013
OVERSEAS HWY (US-1)
D
B
D
B
D
B
D
B
D
B
D
B
D
B
D
B
D
B
D
B
EXISTING WOOD POLE
DIRECTIONAL BORE
141'
PROPOSED
2'x3' BORE PIT
EXISTING WOOD POLE
DIRECTIONAL BORE
PLACE 1-4" HDPE CONDUIT WITH 6" REAMER
(60" MIN. COVER)
PROPOSED
2'x3' BORE PIT
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 003 013
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 004 013
INDEX 110-100 (1 of 1)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 005 013
INDEX 125-001 (1 of 2)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 006 013
INDEX 125-001 (2 of 2)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 007 013
INDEX 630-001 (1 of 4)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 008 013
INDEX 630-001 (2 of 4)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 009 013
INDEX 630-001 (3 of 4)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 010 013
INDEX 630-001 (4 of 4)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 011 013
INDEX 522-001 (1 of 2)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 012 013
INDEX 522-001 (2 of 2)
SCALE:
DATE
REVISIONS/APPROVALS
INITIAL
SECTION:
RANGE:
TWNSHIP:
DESCRIPTION
COUNTY:
CITY:
PAGE: OF:
FILE NAME:
ATTSE
F.D.O.T.
PERMITS REQUIRED:
CITY:
CHECK ALL THAT APPLY
OTHER:
COUNTY:
NONE
JOB NUMBER / CFAS PROJECT NUMBER:
PROJECT ADDRESS:
JOB DESCRIPTION:
PM TOOL:ENG: ENG PH #:
DRAWN BY:
AT&T DESIGNER PHONE:
WIRE CENTER:EXCHANGE:
AT&T DESIGNER:
DISTRICT:STATE:
CallKnow what's
before you dig.below.
FLORIDA SOUTH FLORIDA
305451 KYLRFLLS
STEVE WILLIAMS 305-929-2166
MONROE
KEY LARGO
99
50
60
105075 OVERSEAS HWY
STEVE WILLIAMS 305-929-2166 WFL078900
LGDST/IFP:1109PB 2 BOWEN DR FIB FOR
OVLY;LU=190
A023QR7
A023QR7_105075_OVERSEAS_HWY_FDOT DPI INC
NTS 013 013
INDEX 570-001 (1 of 1)