HomeMy WebLinkAboutFlorida Department of Transportation Utility Permit 1995 06 23 FLORIDA _ DEPARTMENT OF TRANSPORTATION
LAWTON CHILES BEM G.WATTS
GOVERNOR � SECRETARY
Orlando Construction
5151 Adanson Street, 2nd Floor
Orlando, Florida 32804
June 19, 1995
City of Winter Springs
1126 E. SR 434
Winter Springs, Florida 32708
RE: SR 434. ADD LANES AND RECONSTRUCT FROM SR 419 TO EAST OF
TUSRAWILLA ROAD
STATE PROGRAM ITEM NUMBER : 77070-3516
STATE PROJECT NUMBER : 5117657
COUNTY : SEMINOLE
UTILITY : CITY OF WINTER SPRINGS
PERMIT NUMBER : 95H-593-33
Dear Sir:
Attached is your original set of approved utility permit documents,
for work to take place within the limits of construction of the
above described project. We caution you that, if required, your
"Maintenance of Traffic Plan" must be approved a minimum of 48
hours in advance of the start of any work on this permit.
If you have any questions or require additional information please
contact Don Carmer or myself, at (407) 623-1242 .
Sincerely,
w
,.
E.D. Cabarga
Resident Utility Engineer
JUN
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cc: S. Wigle
D. Carmer
J. Miles
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THIS PERMIT AND ALL ATTACHMENTS SHALL BE AT THE JOB SITE AT ALL TIMES OF
CONSTRUCTION WITHIN THE F.D.O.T. RIGHT-OF-WAY.
SPECIAL PROVj$IONS
1. All construction and/or maintenance on the FDOT Right-of-Way shall
conform to the Federal Manual on Uniform Traffic Control Devices for
Streets and Highways, the FDOT Roadway and Traf fie Design Standards, and
the Standard Specifications for Road and Bridge Construction.
2. The Permittee is responsible for insuring that each person supervising
the selection, placement and maintenance of Traffic Control Devices in
Utility Work Zones shall be certified by attending a FDOT approved MOT
training course. A copy of these certifications shall be submitted to
FDOT upon request.
3 . Site condition changes that warrant a change to the proposed maintenance
of Traffic plan will require the permittee to notify the FDOT.
4. Upon notification by the FDOT of deficiencies in the Traffic Control
plan or other matters involving traffic safety, the permittee shall
immediately make improvements as directed by the FDOT. Should the FDOT
deem conditions to be such that imminent danger is present, all work
shall cease immediately until the conditions are corrected.
5. The Permittee shall notify the FDOT Construction office 48 hours in
advance of starting proposed work at (407) 623-1242 Attn. Don Carmer.
6. At the time of notification the Permittee or his representative shall
submit a list of emergency phone numbers and contacts in the case of any
emergency.
7. The Permittee is cautioned that utilities may be located within the
construction area.
8. All portions of FDOT Right-of-Way disturbed during construction shall be
sodded.
9. Any landscaping, .irrigation, sidewalks, drainage connection, and utility
work must be on a separate permit.
10. It is the Permittee's responsibility to meet all requirements of the
Florida D.E.R. and St. Johns River Water Management District and/or
South Florida Water Management District, and obtain any permits required
from other governmental agencies.
11. Shoring will be required to conform with the "Florida Safe Trench Act"
requirement where necessary to protect existing pavement, structures,
and foundations.
PERMIT NO. -S 93- 93 SECTION 7
{
STATE ROAD NO. - MILE POST NO.
ATTACHMENT _ 1 OF 6
,SPECIAL PRQVISIONS CONTINUED
12. At such locations where FDOT signs and reflectors will interfere with
proposed construction, the Permittee will notify the local maintenance
office as to the type and quantity to be moved and shall carefully
relocate or move them as needed. Any signs or reflectors damaged,
destroyed, removed or relocated and not replaced shall be replaced by
the FDOT at the expense of the Permittee.
13. A copy of the approved permit and special provisions shall be on site
during all construction in FDOT Right-of-Way. Failure to have a copy of
the permit on site at the time of inspection will result in a notice to
stop work until such time as the permit or copy has been obtained.
14. Applicant declares that prior to the filing of this application he has
ascertained the location of all existing utilities, both aerial and
underground, and states that due notice of the work under application
was furnished each other utility involved. '
15. When applicable, the Permittee shall furnish compaction and density test
reports by a certified lab in accordance with FDOT requirements.
16. No parking is allowed on DOT Right-of-Way while under construction.
17. According to Florida Statute 335.15, you are required to notify local
law enforcement when one or more traveling lanes will be closed more
than two (2) hours.
18. For work located within FDOT Right-of-Way having roadway lighting or
lighted signs, permittee shall notify Orlando Maintenance at 658-5900,
for locates, 48 hours prior to starting work.
19. —�
Underground Crossing Location:
Casing Type: --
nd of casing t be o cl sew than:
8 Feet from the edge of pavement, including the paved shoulders;
Feet behind the back of the curb;
Plus additional length as necessary to extend to jacking and receiving
pits.
Minimum.vertical clerarance 36 inches below the pavement surface and 30
inches 15elow the unpaved ground, including ditch grade, from final
grade.
PERMIT NO. S7�-Sy 9_ � ATTACHMENT 2 OF 6
General Notes:
DITCH WIDTH (W)+4' ` Base and backf i l l materials
SURFACE REPLACEMENT 6shall be either of the same
SURFACE JOINT,, SURFACE-A REPLACEMENT CASE type and composition as the
- materials removed, or of equal
or greater strucutral ade-
- quacy. Materials contaminated
N
with deleterious substances
LcunoN .during excavation shall not
I
CRITERIA be used.
N ✓
j!
Replaced base material over
ditch shall be twice the
, ��� .. thickness of the original
DIA. VARIES base.
12 VARIES 1V MIN.
Rase material shall be placed
in two or three layers and
REPLACEMENT OF FLEXIBLE each layer thoroughly rolled
PAVEMENT FOR PERMITTED or tamped to the specified
PAVEMENT CUT
L. density.
DENSITY PROCEDURES: Asphalt concrete pavement
joints shall be mechanically
The backfiill for the first and sawed.
second stages shall be placed
in 6" layers (compacted thickness) Surface treatment pavement
and shall be compacted to 100% of joints shall be lapped and
maximum density as determined by. feathered.
AASIITO T-99.
Surface material will be
Stage #1 consistent with the existing
The permittee shall provide adequate
surface.
compacted fill beneath the haunches
of the pipe, using mechanical tamps LIMEROCK, SAND-CLAY, SHELL, ETC.
suitable for this purpose. This BASES:
compaction applies to the material 601 Layers Compacted Thickness
placed beneath the haunches of the Density Requirements:
pipe and above any bedding required.
98% Under Roadway
Stage 12 95% Outside the Traveled Roadway,
Such as Intersections, Cross-
The permittee shall obtain a well-compacted overs, Turnouts, etc.
bed and fill along the sides of the pipe
and to a point indicating the .top of 95% Shoulder Pavement
sub-grade material . METHOD AASIITO T-100
PE R M I T 9SN -S'93-33
F(7'TnciimENT 3 b(� 6
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•. ;•. ' '•
JACKING PITS AND ENCASEMENT PIPES
Pit excavation shall be no closer than 8 feet from pavement edge;
or 4 feet .from back of curb. Resident Engineer may require greater
distance when shoulder pavement is not present. ' Pits on limited
access facilities shall be no closer than toe of, front slope.
Pit dimensions shall be large enough to provide safe adequate
working area with slopes no steeper than:
1/2H 1V in hard pan,. clay, or hard sand-clays;
1H 1V in stable cohesive soils:
" 2H 1V in loose unstable soils. :
Slopes shall • extend from casing invert elevation to existiiag
ground.
ill lieu of ,constructixlg slopes, pit walls may be shored, slieetecl,
braced, or' supported by means of sufficient- strength to protect
employees and inspectors working within them. Shoring, sheeting,
bracing,• etc. , shall conform to OS11A coiisL-ruction requirements.
Where necessary to insure a solid stable base for boring machinery,
stabilizing the pit floor is required. Stabilizing methods may
include: timber supports under tracks; addition of clean sand or
gravel to pit floor; concrete slab on the pit floor. All
stabilizing materials other than sand and gravel must be removed
upon completion of the project- .Unless otherwise tested and approved
by FDO— prior• to' beginning worlf; all encasement ' pipes or uncased
. carrier pipes shall be new and of round, smooth wall, leakproof
construction.- Used pipe in good condition may be used 'it approved
by Maintenance Engineer.
Casings (not -'encased carriers) with wrapped protective coverings
will not be ; allowed. . Steel casings shall conform to minimum
thickness requirements:
NOR MAL - WALL , MM-0
3/4�� 0.11311
1„ 0 .133"
.1 1/4" ' 0 .140"
. .1 1/2" 0.145"
211 0.154"
411-12" 0.1881, .
24" 0 .250"
30„ 0.312" '
3611 0.375"0.500"
42" :and greater
Minimum thickness for pipe sizes not shown shall be the same as
quired for the next larger size listed above. Joint welds shall
re
re neat, air tight, continuous 'over the entire circumference of the
pipe, and shall increase the outside diameter by.no more than 3/411 .
Attachment of 6 9/94LDC
9.
. m
' 10 p1H
in, wit
to „. NOtIJtI1111c An .
UIH
• ... M[AR(SI I011tl
1' RCPIf'(N(111 IN PAVCN[NI
WARW I0I111 ( O► P $$111_ PAVI NLNin rAVEMEH1
' 4
[XIS11N1 LOftC %. LOtA110N CRII[111A
CIA. YARIES
VARIIS
HHH I
REPLACEMENT OF CONCRETE PAVEMENT
FOR PERMITTED PAVEMENT CUT
Stage 12
aEr
1TY PRUCEDURES: -�-
.... --
The backfill for the first and the permittee shall obtain a well'
compacted bed and f-ill alony
second stages shall be placed the
sides of the pipe and to a polnL
in 6" layers (compacted thickness) indicating the boLLam of replace-
and shall be compacted to 100% of menL pavement..
maximum density -a
determined by
1111S111 U 1-99.
General Motes:
Stage Ai ..
bs./sq. in, concrete, by
The permittee shall provide 1. 3000 l
adequate, compacted :fill beneath .,.,use of Iligh Early Strength Cement,
the haunches;of the pipe, using to be used for replacement, or
meehanical tamps suitable for this other approved high sLrenyth, fast
purpose. •This compaction applies set materials.
to the material:-placed beneath the 2. ' Concrete pavement joints shall
haunches.of;the'pipe•.and above any be mrechanically sawed to conform
bedding required.;:. , . with adjoining slabs.
I` 3. Backfill miaLerials shall be
either of the same type and compo
sition as the materials removed, or
of equal or greater strucLural
adequacy. . materials conLaminaLed
with deleterious subsLances during
excavation shall noL be used.
PF
TUNIC.P 1-?,
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PARALLEL UNDERGAQMU D INSTALLATIONS . ' '
� ) Minitnum Vertical Clearance (VC) :
36" below top of pavement-;
•30" (36". for gas lines). below unpaved ground,'
including ditch grade.
quired if depth of ditch (D) exceeds five
2) 'french shoring xe
five -,,feet.
3) Shoring required if ,trench is constructed closer to edge of
of pavement than the following repose slopes• (RS) :
1/2 11 1 V in hardpan, clay, or hard sand-clay;
V in stable cohesive soils;
2 II 7 V in loose unstable so"Is.
4) Parallel underground installations to be as near R/W line as
practical.. ,
,tiv:,cl
l Eight f6et min.
:
Front- Slope
\ [) VC
Attaalimeiit 6 of 6