PW-2-16-321, 10050 NE 2nd AveL'FCORLDp`
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Issue Date: 2/9/2016
Project Address _ Parcel Number
10050 NE 2 Avenue Number: Misc Streets 1132060131960-1
Miami Shores, FL 33138-0000 Block: Lot:
owner Information Address
MIAMI SHORES VILLAGE 10050 NE 2 Avenue
MIAMI SHORES FL 33138-2304
Contractor(s) Phone Cell Phone
UNITEC INC (305)219-4697
Scanning: 3
Fees Due
Amount
CCF
$0.00
DBPR Fee
$0.00
DCA Fee
$0.00
Education Surcharge
$0.00
Permit Fee
$50.00
Scanning Fee
$0.00
Technology Fee
$0.00
Total:
$50.00
Permit NO. PW-2-16-321
Permit Type: Public Works
Work Classification: Public Works
Permit Status: APPROVED
Expiration: 05/09/2016
Applicant
MIAMI SHORES VILLAGE
Phone Cell
305/751-1271
Valuation: $ 8,685.00
Total Sq Feet: 579
t
Pay Date Pay Type Amt Paid Amt Due
Invoice # PW-2-16-58573
02/04/2016 Check #: 43787 $ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
Excavation
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction�uUgIItFjmore, I authorize the above -named contractor to do the work stated.
February 09, 2016
Authorized Signature: Owner / Applicant / Contractor
Building Department Copy
February 09, 2016
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department rya b 4 Z016
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 — — — --
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 Si%l
�
FBC21014
Master Permit No. T' w1I(o —C3 2�
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING [:]MECHANICAL OPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 96-97th St. and NE 10th Ave
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Atlantic Broadband - c/o Mario Araya Phone#: (305) 861-8069
Address: 1681 Kennedy Cswy
city: North Bay Village State: FL Zip: 33141
Tenant/Lessee Name:
Email:
Phone#:
CONTRACTOR: Company Name: Unitec - c/o Kathy Hurles Phone#: (305) 219-4697
Address: 14250 NE 18th Ave
City: North Miami State: FL Zip: 33181
Qualifier Name: Jorge Escorcia Phone#: (305) 345-2923
State Certification or Registration #: Certificate of Competency #: 98E101
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 8,685 Square/Linear Footage of Work: 579
Type of Work: ❑ Addition ❑ Alteration ■❑ New ❑ Repair/Replace ❑ Demolition
Description of work: Perform directional bore for Atlantic Broadband to install 4" HDPE pipe with one FOC
inside.
Specify color of color thru tile:
Submittal Fee $ ��� Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $ Notary $ yJ
Double Fee $
Bond $ ' .`
TOTAL FEE NOW DUE $�� I .�,
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature A 0 7W , �20 �
OWNER or AUNT CONTRACTOR
The foregoing instrument was acknowledged before me this
3 day /i� oof� p�7' f1,Qd2Lk •1 .20 16 by
µ WQ 1'�M A- who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: u,
Print: Y4-nl u2E
The foregoing instrument was acknowledged beforemethis
day of I' E b2v,<Iy 20 ` (P by
0f-16E ES Go f6IA who is allv know to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:yG'i/w elz
Print: - Ayl e-e- i' Ra-td'A
as
Seal: Seal:
rPSW 1 Notary Public State of Florida
°`""Y������'•s,KATWU D' MURLEB Javier Parera
fthlry pulft - 8Wf Of Plorlda `� " My Commission FF 020993
COmmbdoe f FIA Ip Ovno Expires 05123/2017
****** * * * ** *********************** * * * * * * **** * ** * * *********
•' Aft"•'fityres Apr 15. 2019
tw
APPROVED Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
002056
Municipal Contractor's Rece t
Miami —Dade County, State of Flori a
-THIS IS NOTA BILL - DO NOTPAY
E98101
MC
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
UNITEC COMMUNICATIONS 7470216 SEPTEMBER 30, 2016
14250 NE 18 AVE
N MIAMI FL 33181 Pursuant to County Code
Sec 10-24
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
UNITEC INC SPECIALTY ENGINEERING CONTRACTOR BY TAX COLLECTOR
Category(s) 1 E98101
$175.00 08/07/2015
CREDITCARD-15-040129
For more information,, visit www.miamidade.gov/texcollector
+•. 007058
tocal Business Tax Receipt
-Miami—Dade--County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
7179978
BUSINESS NAME/LOCATION
UNITEC COMMUNICATIONS
14250 NE 18 AVE
N MIAMI FL 33181
LBT
RECEIPT NO. EXPIRES
RENEWAL SEPTEMBER 30, 2016
7460299 Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS
UNITEC INC 196 SPECIALTY ENGINEERING CONTRACTPAYMENT RECEIVED
E98101 BY TAX COLLECTOR
Worker(s) 4 $45.00 07/09/2015
CHECK21-15-083604
This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license,
permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed an all commercial vehicles - Miami -Dade Code Sec 8a-276.
For more information, visit www.miamidade.gov/taxcollector
UNITE04 OP ID: SD
CERTIFICATE OF LIABILITY INSURANCE DA02/04/2016TE YI
02/04J2016
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
Kahn -Carlin S Company, Inc. NAME;__ .....................
3350 S. Dixie Highway PHNE INC N , E,t); 305 446-2271 T _ taX305.448-3127
}..
Miami, FL 3313 -998 E-MAIL roces@(�
ADDRESS: P sin _-.._.._..Sikahn-carlin.com
..___.__..._._._._......................... -.......... ................... _'_....................
..........__...._...._..........._.._.........._..__-�
INSURER(S) AFFORDING COVERAGE NAfC #
INSURED
14250 NE 18 Avenue
N. Miami, FL 33181
A :'FCCI Insurancf
a: FCCI Insurance
C:
M
COVFRArYFB CCRTIFICATF Kit ISAGCD. -11--
0178
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO
WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL
THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
...............................POLICY
LTR I TYPE OF INSURANCE 1 i POLICY NUMBER
EFF..'..POLICYEXP._7_._...._.__.______W________....___.._....__._._____.._..
' MMIDD(YYYY - rdMftlDP/YYY LIMITS
A X COMMERCIAL GENERAL LIABILITY €
( EACH OCCURRENCE S
1,000,00
CLA€MS•MADE = X OCCUR GL OOi 16097
6k7AAGETrS }iENTETS -
08l08l2015 D8/08J2016PREMISES s
100,000
IEa accurrence)
X i XCU Included
!............;_..__...._.._._.._.._._.._............_..---_------.....__._,......_
i I MED EXP (Any one person) ; S
5,00_.
X i PER PROJECT AGGRE
_
PERSONAL a ADv INJURY 1s
1,000,00
GEN'L AGGREGATE Li MiT APPLIES PER i I
GENERAL AGGREGATE S
2,000,000
- WJLiCY iX PE LOC i
i PRODUCTS - COMP,'OP AGG i S
2 OOD,DD�.
AUTOM084LE LIABILITY ! j
A X I ANY AUTO ICA 0030423
i t COMBINED SINGLE LIMIT I5
08108120151 08/0812016 BODILY INJURY (Per person) I S
1,000,000
((
I ; ALL OWNED _____ SCHEDULED
i� AUTOS I_j AUTOS
3 BODILY INJUPY (Per au
OD icert, S
-
NON -OWNED
X I HIRED AUTOS X i AUTOS
`X
; pROP£R7Y DAMAGE
( i Per accidents'
-- -
}(:UMBRELLA LIAB i OCCUR
;EACH OCCURRENCE $
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j EXCESS LIAR
A I CLAIMS -MADE LIMB 0021613
08J08/2015 08/08l2416 AGGREGATE 5.........................10,000,00
i DED i X l RETENTION $ 01 1S
' WORKERS COMPENSATION I ?
Xj R j GTH- t
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!' yes. describe under
DESCRIPTION OF OPERATIONS below
......_...........
E.L. DISEASE - POLICY LIMIT I S
....._..__.....___.............
1,000,000
a
I
i
j
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule,
may be attached if more space is required)
E 98-101
MIAM-03
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ID 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD
GENERAL NOTES
1. Work operations shall be confined to either one lane, or lane combinations as
follows:
a. Outside travel lane;
b. Outside auxiliary lane;
c. Outside travel lane and adjoining auxiliary lane;
d. Inside travel lane p;
e. Inside auxiliary lane p;
I. Inside travel lane and adjoining auxiliary lane A
p See Sheet 3
If the work area is confined to an auxiliary lane the work area shall be
barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD
WORK AHEAD signs, and the merge symbol signs eliminated.
2. When vehicles in a parking zone block the fine of sight to TCZ signs, the signs
shall be post mounted and located In accordance with Index No. 17302.
3. It the work space extends across a crosswalk, the crosswalk should be closed
using the information in Index No. 660.
4. Signs are required on the median side for divided highways.
5. The two channelizing devices directly in front and directly at the end of the work
area may be omitted provided vehicles in the work area have high -intensity
rotating, flashing, oscillating, or strobe lights operating.
6. For general TCZ requirements and additional information, refer to Index No. 600.
SYMBOLS
®
Work Area
[p
Work Zone Sign
o
Advance Warning Arrow Board
®
Type III Barricade
■
Channelizing Device (See Index No. 600)
5
Lane Identification + Direction of Traffic
DURATION NOTES
1. For work operations up to approximately 15 minutes, signs,
channelizing devices, and arrow board may be omitted if all of
the following conditions are met:
a. Speed limit is 45 mph or less.
b. No sight obstructions to vehicles approaching the work area
for a distance equal to twice the taper length.
c. Volume and complexity of the roadway has been considered.
d. The closed lane is occupied by a class 5 or larger, medium
duty truck(s) with a minimum gross weight vehicle rating
(GWVR) of 16.001 lb with high -intensity, rotating, flashing,
oscillating, or strobe lights mounted above the cab height and
operating. '
2. For work operations up to 60 minutes, the arrow
board may be omitted if conditions a, b, and c in
DURATION NOTE 1 are met, and vehicles in the work
area have high -intensity, rotating, flashing.
oscillating, or strobe lights operating.
LAST �11� DESCRIPTION: INDEX SHEET
FY 2016-17 MULTIILANE REVISION ° , WORK NEAR IINTE RS E CTIION NO. NO,
07101115 20nT DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 1 of 3
NE 96th Street
a a �
Q
b b Work Area L
LU
T 500'
Z
A B C Taper Length1
See Table 1l Device
ROAD
WORK
AHEAD
u
RIGHT LANE
GL OSED
SPEEDING FINES
AHEAD
DOUBLED
WHEN WORKERS
PRESENT
Spacing
Device Spacing -Taper I Tangent
See Table I 1 5ee
g Table 11 END
40 1 ROAD WORK
I A STOP ROAD
WORK
Erect STOP Sign where the existing stop bar is more than AHEAD
30' from the taper line. Remove or cover existing STOP
sign and the
when through lane reopened to traffic.
RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET
Q
OtlBHtl
>taoln Q
atloa
a
a
a
ROAD
WORK
AHEAD RIGHT UNE
THRU
TRAFFIC MUST
MERGE TURN RIGHT
LEFT
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A B L
40 mph or less
1 200
200
200
45 mph
350
350
350
' 500' beyond the ROAD WORK AHEAD sign or
midway between signs whichever is less.
Table I
Device Spacing
Max. Distance Between Devices (ft.)
Speed
Cones or
Type I or Type If
(mph)
Tubular Markers
Barricades or Vertical
Panels or Drums
Taper
Tangent
Taper
Tangent
25
15
50
25
50
30 to 45
15
50
30
50
Table Il
Taper Length - Merge
(12' Lateral Transition)
Speed
(mph)
L
(ft)
Notes
(Merge)
25
725
W
L 60
30
180
35
245
40
320
45
540
L=WS
For lateral transitions other than 12',
use formula for L shown in the notes
column. Where:
L — Length of taper in feet
W = Width of lateral transition in feet
S = Posted speed limit (mph)
SPEEDING FINES
�� WORK
DOUBLED
AHEAD
WHEN WORKERS
PRESENT
RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION
WITH SIGNIFICANT RIGHT TURNING MOVEMENTS
1. The normal procedure is to close on the near side of the intersection any lane that 2. For Intersection approaches reduced to a single lane, left turning movements may
is not carried through the intersection. However, when this results in the closure or be prohibited to maintain capacity for through vehicular traffic.
a right lane having significant right turning movements, then the right lane may be
restricted to right turns only as shown in this detail.
LAST
REVISION
20 DESCRIPTION:
a
FY 20I6-17
FDOT
MULTIILANE, WORK NEAR INTERSECTION
INDEX
NO.
SHEET
NO.
07i01175
�— DESIGN STANDARDS
MEDIAN OR OUTSIDE LANE
616
2 of 3
Q
Otl3Htl
HtlOM c
Otl021 035010
OtlOtl
J
a a
G� Work Area
b I Taper Length=L I ( I Soo,
A B C See Table 1l I I Q Spacing
ROAD
WORK Device Spacing -Taper Tangent END
AHEAD See Table I See
8 Table rl ROAD WORK
LEFT LANE
SPEEDING FINES ROAD
CLaSEU CLOSED ROAD
DOUBLED ANEAD WORK
WHEN WORKERS AHEAD
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF MINOR Otl3Htl
SIDESTREET - RESTRICTED TURNING MOVEMENTS )18OM Q
OVOH
Q
Work Area a
i
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A B C
40 m h or less
200
200
200
45 mph
350
350
350
500' beyond the ROAD WORK AHEAD sign or
midway between signs whichever is less.
Table 1
Device Spacing
Max. Distance Between Devices (ft.)
Cones or
Type I ar Type 11
Speed
(mph)
Tubular Markers
Barricades or Vertical
Panels or Drums
Taper
Tangent
Taper
Tangent
15
25
50
25
50
30 to 45
15
50
30
50
Table 11
Taper Length - Merge
(12' Lateral Transition)
Speed
(mph)
L
(ft.)
Notes
(Merge)
25
125
L _ WSr
60
30
180
35
245
40
320
45
540
L = Ws
Device LP For lateral transitions other than 12',
Spacing use formula for L shown in the notes
ROAD A B C Taper Length=L 100, ¢ Tangent 500, column. Where;
See Table 11 Gap See L = Length of taper in feet
WORK LEFT LANE I Table 1 END W — Width of lateral transition in feet
AHEAD MUST Device Spacing -Taper ROAD WORK S = Posted speed limit (mph)
See Table I TURN LEFT
SPEEOINC FINES LEFT LANE � I WORK
CLDSED
DOUBLED ANEAD AHEAD
WHEN WORKERS
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
1. The normal procedure is to close on the near side of the intersection any lane that is not carried through
the Intersection. However, when this results In the closure of a left lane having significant left turning
movements, then the left lane may be reopened as a turn bay for left turns only as show in this detail.
LAST 0 DESCRIPTION: INDEX SHEET
FDOTT FY 2016-17 MULTILANE,
, WORK NEAR INTERSECTION NO. NO.
07101115 �- DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 3 of 3
Z
d
n
rn
LU
Z
SYMBOLS:
® Work Area N
• Channelizing Device (See Index No. 600)
[fi Work Zone Sign
CT' Flagger
b Lane Identification + Direction of Traffic
NE 10th Avenue a
— — — — — — — — — — — — — — ----------------
A
GENERAL NOTES:
250'
❑ a
— — — — — — — — — — — — — — — — -
b
Tangent Device Spacing (See Table 1)
E
rosmr Taper Length
D SD To 100 :r May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
WITHOUT TEMPORARY RAISED RUMBLE STRIPS
1. Special Conditions may be required in accordance with these notes
4. When a side road intersects the highway within the TTC zone, place
and the following sheets:
additional TTC devices in accordance with other applicable TCZ Indexes.
A. Railroad Crossings:
5. The two channelizing devices directly in front of the work area may be
a. If an active railroad crossing is located closer to the Work Area than
omitted provided vehicles in the work area have high -Intensity rotating,
the queue length plus 300 feet, extend the Buffer Space as shown on
flashing, oscillating, or strobe lights operating.
Sheet 3,
b. Ifthe queuing of vehicles across an active railroad crossing cannot be
6. When Buffer Space cannot be attained due to geometric constraints, use
avoided, provide a uniformed traffic control officer or flagger at the
the greatest attainable length, not less than 200 ft. for posted speeds
highway -rail grade crossing to prevent vehicles from stopping within
greater than 25 mph.
the highway -rail grade crossing, even if automatic train warning
7ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if
devices are in place.
B. If the Work Area encroaches on the Centerline. use the Layout for
all of the following conditions are met:,
Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing
A. Work operations are 60 minutes or less.
Paved Shoulder width is sufficient to provide for an 11' lane
B. Speed limit is 45 mph or less.
between the Work Area and the Edge of Existing Paved Shoulder.
C, There are no sight obstructions to vehicles approaching the work area for
Reduce the posted speed when appropriate.
a distance equal to the Buffer Space shown in Table 1.
1. Temporary Raised Rumble Strips:
D. Vehicles in the work area have high -Intensity, rotating, flashing, oscillating,
or strobe lights operating.
A. Use when both of the following conditions are met concurrently:
E. Volume and complexity of the roadway has been considered.
a. Existing Posted Speed is 55 mph or greater;
F. If a railroad crossing is present, vehicles will not queue across rail tracks.
b. Work duration is greater than 60 minutes.
G. AFADs are not in use.
B. Use a consistent Strip color throughout the work zone.
8. See Index 600 for TCZ requirements and additional information.
C. Place each Rumble Strip Set transversely across the lane at locations
general
shown.
D. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option
9. Automated Flagger Assistance Devices (AFADs) may be used in accordance
throughout work zone.
with Specifications Secti on 202, 990 and the APL vendor drawings.
3. Additional one-way control may be provided by the following means:
A. Flag -carrying vehicle;
B. Official vehicle;
C. Pilot vehicles;
D. Traffic signals.
When flaggers are the sole means of one-way control, the flaggers
must be in sight of each other or in direct communication at all times.
TABLE 1
Posted
Speed
DEVICE SPACING
Distance
Between
Signs
A B C D
Buffer
Space
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type I or Type 11
BafricadesfPanelsfDrums
On
Taper
On
Tangent
On
Taper
On
Tangent
25
10'
50'
20'
50'
200'
200'
200'
100,
155,
30
20'
50
20'
50'
100'
200'
200
IOD
1 200'
35
20'
50,
1 20'
50
2017
200
200
100'
1 250'
40
20'
S0
20'
S0
200'
200'
200,
100
1 305'
45
20
50
20'
50
350'
350'
350
17Y
360'
50
20'
50'
20
100
500'
500'
500'
2517
425'
55
20
5'
20'
100
2640
1500
1000
500
495'
60
20'
S0
20'
100,
2640
1500'
1000
500
570'
65
10'
50,
20
I00
1640
1500,
1000
500
645'
70
20
50'
20
100
2640
1500
1000
500
730
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LINE 2'
OUTSIDE THE EDGE OF TRAVEL WAY.
LAST 02 DESCRIPTION: FY zO16-n INDEX SHEET
REVISION �, TWO-LANE, TWO-WAY, No. No.
01101116 F,�... DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY 603 1 of 3
N
U)
t
ca
to
W
Z
SYMBOLS:
® Work Area
• Channelizing Device (See Index No. 600)
[p Work Zone Sign
IT* Flagger
CJ Lane Identification + Direction of Traffic
/// Temporary Raised Rumble Strip Set
/ (See GENERAL NOTE #3)
a
— _ — — — — _ — _ — — — — — _ _ _ --.
b
❑.
r250' 250' 250' D -1
VAY
•YQA
WE
A� BE p�[yy� 4fAY 0.U®E RWD
A _ PRERM�O R°ID MiDM BIRR6 NORK
ro sra AMA° we urAa EAp
D 1.11 250' 250'
a
Temporary Raised Rumble Strip Set
(See GENERAL NOTE #3)
A B C See Sheet I For Layout * May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
WITH TEMPORARY RAISED RUMBLE STRIPS
(When Required See GENERAL NOTE #3)
o\ Par \ ed C,.et p Vp.,
%9e n V d 0
a �° P°\y 5`t el
Ea °\
\;�� `�hR d9a�e\
/ Ed9e a \°e <�•pe
Ed9
/ e^\et\\le /
Lie\\0�1e
l
REMOVABLE POLYMER STRIPING TAPE MOLDED ENGINEERED POLYMER SET
RUMBLE STRIP SET RUMBLE STRIP SET
OPTION - 1 OPTION - 2
TEMPORARY RAISED RUMBLE STRIPS
LAST p DESCRIPTION: INDEX SHEET
FDOT FY 201617 TWO-LANE,
� TWO-WAY, NO. NO.
01101116 �-- DESIGN STANDARDS WORK WITHIN THE TRAVEL WAY 603 2 of 3
SYMBOLS:
® Work Area
■ Channelizing Device (See Index No. 600)
Work Zone Sign
LT- Flagger
b Lane Identification + Direction of Traffic
C Taper Length
Cont. Layout 50' To 100'
C�
1
C Taper Length Buffer
coot. 50, To 100,
Extended Buffer
C
Cont. Layout
a
-..- —-.�.T•T---- - — . ----- �---------
• .Work Aiei;
• ;Work Area'
15' Clear (Typ., Each Side) • ��������
P Tracks -1 50' To 100'
Tangent Taper Length Device Spacing (See Table I)
TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION
Shifted Lane (11' Min.)
Table 1) 1 T Buffer Space IS
C
Ede Of Existing Paved Shoulder (T ) Cont.
9 9 YP� t �,,,,,,,
a-- ........... ........•:ii/i/i ....... ....... .. .. — ------------------------
or • Wk Area,
b . • % ^ • • ' • b Ede Of Existing Travel Lane
• �/ 9 9 (TYPJ
------,1/_-----/— T. AIL - — — -—
Taper Length Devlce Spacing (See Table 1)
Tangent 50' To 100
TEMPORARY LANE SHIFT TO SHOULDER WHEN
WORK AREA ENCROACHES ON THE CENTERLINE
SPECIAL CONDITIONS
Cross Rererence:
1. See General Note 01, Sheet 1 for more Information.
SPECIAL CONDITIONS
LAST O2 DESCRIPTION: FY 20I6-17 TINDEX SHEET
REVISION TWO-LANE, TWO-WAY, NO. NO.
01101116 F,� DESIGN STANDARDS I WORK WITHIN THE TRAVEL WAY 603 3 of 3
a
R
SYMBOLS GENERAL NOTES
® Work Area 1. Route pedestrian traffic around work areas when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant
activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'. Provide a S x 5' passing space for temporary walkways
■ Channelizing Device (See Index 600) using the devices and remedies shown on this Index. Use project less than 5' in width at intervals not to exceed 200'.
specific designs for scenarios not included on this Index.
Work Zone Sign 8. Provide across -slope with a maximum value o/ 0.02 for all temporary
Required Locations For Either Temporary 2. For spacing of traffic control devices and general TCZ walkways.
CR Or Permanent Curb Ramps. requirements refer to Index 600. The maximum spacing between
barricades, vertical panels, drums or tubular markers is 15. 9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and
b Lane Identification + Direction of Traffic kept free of any obstructions and hazards such as holes, debris, mud,
,7=4 Pedestrian Longitudinal Channelizing Device (LCD) 3. Use delineators on longitudinal channelizing devices separating construction equipment and stored materials.
With Mounted Work Zone Sign the work area from vehicular traffic.
10. Remove temporary walkways immediately after reopening o/ the sidewalk, unless
t--� Pedestrian Longitudinal Channelizing Device (LCD) 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans.
display(s) controlling closed crosswalks.
11. Meet the requirements of Index 304 for temporary curb ramps.
5. Post mounted signs located near or adjacent to a sidewalk must
have a 7' minimum clearance from the bottom of sign to the 12. Place pedestrian longitudinal channelizing device(s) across the full width of the
surface of the sidewalk. closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
4 place LCOs to delineate both sides of the temporary walkway.
6. When construction activities involve sidewalks on both sides of
the street, stage the construction so that one sidewalk is in
service at all times. If this is not feasible and both sidewalks
must be closed, as determined by the Engineer, provide a detour
to guide pedestrians around the construction zone.
96th Street
J ? amlO O 1VM30IS �> N tS
ano�a
� w u� DETOUR o' � ■ � o n CR AtlMN1tlM
�� �lVM3al$ � L7 —r ry F� � � �NVIl11S303d
m y N 03SO10 r�r � NNI.,20
:2w I S oZ H Q
to
dl d] SIDEWALK
c� a CLOSED `
PEDESTRIAN
b NE 10th Avenue b CR R A o a cR wwwav
LP
DETOUR
_ 4
ano�a SIDEWALKCI.OSED antu3a �
� ano�a
� USE 0~D Y
1 TF CR ROAD ROAD
❑ 8 — 1 �. 4C � I WORK WORN
97th Street
� ��
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PESESTRIAN DETOUR
LAST 2O DESCRIPTION: FY 20I6-17 INDEX SHEET
REVISION v, FDOT PEDESTRIIAN CONTROL FOR CLOSURE OF SIIDEWALKS No. NO.
07101115 �- DESIGN STANDARDS 660 1 of 1
i
F.
R
SYMBOLS GENERAL NOTES
® Work Area 1. Route pedestrian traffic around work areas when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant
activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways
■ Channelizing Device (See Index 600) using the devices and remedies shown on this Index. Use project less than 5' in width at intervals not to exceed 200'.
specific designs for scenarios not included on this Index.
Work Zone Sign S. Provide across -slope with a maximum value o/ 0.01 for all temporary
Required Locations For Either Temporary 2. For spacing of traffic control devices and general TCZ walkways.
CR requirements refer to Index 600. The maximum spacing between
Or Permanent Curb Ramps.
barricades, vertical panels, drums or tubular markers is 25. 9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and
b Lane identification + Direction of Traffic kept free of any obstructions and hazards such as holes, debris, mud,
a Pedestrian Longitudinal Channelizing Device (LCD) 3. Use delineators on longitudinal channelizing devices separating construction equipment and stored materials.
with Mounted Work Zone Sign the work area from vehicular traffic.
10. Remove temporary walkways immediately after reopening of the sidewalk, unless
t--� Pedestrian Longitudinal Channelizing Device (LCD) 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans.
display(s) controlling closed crosswalks.
11, Meet the requirements of Index 304 for temporary curb ramps.
5. Post mounted signs located near or adjacent to a sidewalk must
have
a 7' minimum clearance from the bottom of sign to the 11. Place pedestrian longitudinal channelizing device(s) across the full width of the
A surface of the sidewalk. closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
II place LCO's to delineate both sides of the temporary walkway.
u 6. When construction activities involve sidewalks on both sides o/
the street, stage the construction so that one sidewalk is in
service at all times. It this is not feasible and both sidewalks
must be closed, as determined by the Engineer, provide a detour
to guide pedestrians around the construction zone.
XI CR
Q CR !j II
I 3Ef3H SSOUO
DETOUR
� 03SOT0 NNM301S 8
K1 N ano130 v _
p j 03SO10 w DETOUR �y CR �NtlRLLS303d
�Sa NltlM301S � �
m � L Y '�� ROAD 03SO10
w 3 tw �1tlM301S
o 1
Z �O Q
B NU
�l d] MSIDEWALK
`
� R PEDESTRIAN
b NE 96th Street b cR ry ■ cR ` WUK<vAv
a ~
" DETOUR
4
H 01.30 SIDEW ;D 2f(10134 af10'!3D ,r7
1' ?fI USE OTHER SIDE 1 YJ CR R. � n ROAD
O� 1 laJ 1 I WORK U WORK
AHEAD AHEAD
5 ROWORK
0 I Il
N7/
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PESESTRIAN DETOUR
LAST DESCRIPTION: FY 20I6-17 INDEX SHEET
REvrsroN ppQ1`� PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS No. NO.
07101115 �— DESIGN STANDARDS 660 1 of]
_
w0coHo"Tu Hap
FROM POLE AT
1015 NE 97 ST, PLACE - --
579'OF CONDUIT
SOUTH ALONG NE 10 AVE --.
TO FRONT OF 950
NE 96 ST --
h
pyp .r.
y r
S
i Y? F
B. � y 3
CONSTRUCTION NOTES:
1)SIDEWALK TO BE REMOVED AND REPLACED
AS NEEDED FOR BORES AND CORES .
2) RESTORATION PER FDOT STANDARDS.
3) UTILITY LOCATIONS(TELEPHONE AND
NON —TELEPHONE) ARE TO BEST
INFORMATION AND APPROXIMATE ONLY.
SEE OWNERS & CONTRACTORS FOR
VERIFICATION OF EXACT LOCATION
PRIOR TO WORK OPERATIONS.
4) CALL FOR INSPECTION.
5) RESTORE ALL EXCAVATIONS TO ORIGINAL
OR BETTER.
CALL BEFORE YOU DIG
6) ALL TRENCHES WILL BE OPENED AND
MAINTAINED FOLLOWING OSHA STANDARDS.
7) IT IS RECOMMENDEDTHAT HAND DIGGING,
SOFT DIGGING, VACUUM EXCAVATION ETC. BE USED
IN THE 24"TOLERANCE ZONE TO EXPOSE
LEGEND-
UNDERGROUND FACILITIES. ....
S BEFORE YOU DIG
A T T ®-- -- _
-- 8) CALL SUNSHINE STATE ONE CALL OF FLORIIDA.:NC. .....•
... •
I'bv'FULI3u5'oA,
1
FPL ®- - -
AT 1-800-432-4770 TO REQUEST A LOC?�"ff �, ,
- ®
•
.'"",;�°"'
�
OF ANY UNDERGROUND FACILITIES AT ••••
�.1"."� ..N
. ��uKs IS .1„�L
CATV - -
�••:�•
- -c� YOUR EXCAVATION SITE.
*see 0
9) CONTRACTOR TO PROVIDE A NOTICE OF """
•
m
- ® COMMENCEMENT TO THE PERMIT AGENCY ...... 00000,
•
STORM SWR - -
- ENGINEERING DEPARTMENT48 HOURS •••• ••••
••• •
SUNSHINE TICKET#006607589
BURIED ELECTRIC ® — — —
— ® PRIOR TO BEGINNING CONSTRUCTION. •••••• ••••
•.:..
UTILITIES IN AREA:
SANITARY SWR — —
— —m 10) MINIMUM HORIZONTAL CLEARANCE IS 3' FRGM'..' ..:.
.....
ATT
EDGE OF PAVEMENT Ee--
THE OUTSIDE OF CITY'S PIPE/STRUCTUR�F.....
.•
RIGHT OF WAY — -mw- —
— - TO THE OUTSIDE EDGE OF THE PROPOSED • :
DADE COUNTY PW AND TRAFFIC
CENTER LINE — --�
CONDUIT,DUCTBANK,CABINET PAD,HANDHOI E, •••• •
�•,�;
DADE COUNTY WASA
SIDEWALK SWK
HANOHOLE BOXES,ETC. AND MINIMUM VEP# IGAi
:....'
ATLANTIC BB
CLEARANCE IS 18" FROM THE OUTSIDE OF'CI'FY'S.": .
'
FPL—DADE
PIPE/STRUCTURE TO THE OUTSIDE EDGE OF THE •• •
TECO GAS
PROPOSED CONDUIT,DUCTBANK,ETC.INSTALLED BELOW
CITY'S UTILITIES.
FPL FIBERNET
11) CONTRACTOR TO FIELD ADJUST ACTUAL LOCATION
OF THE PROPOSED WORK TO MEET THE MINIMUM
SEPARATION REQUIREMENTS.
COORDINATOR:
SEC: TWP: RGE:
DATE
REVISION
PROJECT NAME:
SHEET ME:
DIVISION,
AFE/:
SCA1:
-
ATLANTICDESIGNED
NE 96-97 ST
COVER
1
BY:
MAOPINOP:
COUNTY:MIAMFDADE
CHECKED BY:
DATE : 01104 015
STATE ROAD NO.
+I b f O a d b a n d
PROJECT DESCRIPTION: FROM POLE AT 1015 NE 97 ST. PLACE
577 OF CONDUIT SOUTH ALONG NE 10 AVE
TO FRONT OF 950 NE 96 ST
START
PROJECT
1015
\ 10 0 6
PLACE PULL BOX
/
\
I
24' X 36'
N i
1+01 TO 1+04
-
it —iiOM—
— - —
- -- _ — _ flow - — ' - — ROWPAP
M i
a
10 2'
y�
_ _
-it-
®
�
o
w
_
NE
10th AVE
N
PLACE 101'
FAIR
1-4' FILE
P
r
PLACE 43'
HOD
1-4' FLEXPIPE
0+00 TO 1+01
OBORE METHOD
1+04 TO 1+47
SIDEWALK
SIDEWALK
PLACE 116'
13URE PIT
1-4' FLEXPIPE
m
DBORE METH00
—R-- — —»-
—----RDW
— — flew
,�-5_ _ _
— — —RI„� , TO 1+47`�
+47 TO 2+63
9701
D ! 990
I
� I
........
................
,
—1�J.PJ --
..................................
...................................:........
...- .
—20.0
:.....
:..................
-......
..
..
... .
18: MIN CLEA AN
E
-300-4-------
-----------------------------
..............
.-.......... .---------------------------
:....-.1$,
I-N.GLEARANC-E... ----
-------.-...-.---------.........:---......-------------------........-:
m
m m
m m
+
+ +
+
+
+
NO
— �........
�.
�.-..
m..
----------m...... .......c�...-------
------ (5).....
....m..--........
COORDINATOR:
SEC:
TWP: RGE:
DATE
REVISION
PROJECT NAME'
SHEET PRE:
DMSION:
AFE;Y:
BCAA:
ATLANTIC
NE 96-97 ST
PLAN AND PROFILE
2
DESIGNED BY:
MAOPRIOP :
COUNTY : MLQ&DADE
CHECKED BY:
JDAMAIM015
STATE ROAD N0.
- - �
b r o a d b a n d
PROJECT DESCRIPTION: FROM POLE AT 1015 NE 97 ST, PLACE
577 OF CONDUIT SOUTH ALONG NE 10 AVE
TO FRONT OF 99 NE 96 ST
1006
--ROW-
SIDEWALK
toot
SIDEWALK
NE i0th AVE . . .......
IN
0
LLI
w
w
LU
BORE P I T
5, x 5,
2+58 TO ?*ql
SIDEWALK
SIDEWALK;
SIDEWALK
SIDEWALK -ROW- -
- - - - - - 4RElW
PLACE PLACE 316'
PLACE 116'
1-4" FLEXPIPE Q)
1-41' FLEXPIPE
ow — - — - — - DOORE "(MET—Hdb ---I
METHOD
OBORETO
2+63 TO 5+79 987
1+47 +63aC
2
ATLANTIC
b r o a d b a n d
DmS10":
DESIGNELBY
CHECKED BY:
PROJECT DE:
990
..................
: .......
............. ------------------
-------1&-.MlN--C-LEAR4NC-E
1
...............................................
IV
F\j
c;)
(;)
w
Gj
+
+
+
+
t
+
+
t
+
0)
cp
N)
a)
00
................
� .............
................
............
n
...................................
d)
...................
n
I .........
. .........
SEC:
TwP: 1 RGE:
DATE
REVISION
PROJECT NAME'
NE 96-97 ST
AFE #:
BCA 0:
MAOP/NOP:
COUNTY I MM-DADE
DATE : 01/0412015
STATE ROAD NO
SHEET TIRE:
40
PLAN AND PROFILE
3
1
SIDEWALK
SIDEWALK
1 T
0 SIDEWALK
I
SIDEWALK
.+ I,
rep
�
I
I
I :.7*
_
NE
110th
AVE
cn
0
�I
END PROJECT
63'
5+79
w
N
I
I�
SIDEWALK
SIDEWALK
SIDEWALK
PLACE 316. _
PLA1-41' E 316*PE
_A9W---�_—ROW----_�
I
�^>
_
— ®-{
— — _�®_
— —
.-- ._..�...
I
I
I
�
'�
n
_CUT
AND RESTORE
I
5 0
5' X
5' CONCRETE
DBORE METH
2+63 TO 5H
�
I
SID WALK
I
I
/
`�
FULL
FLAG RESTORATION
987
L_®
5+74
TO 5+79
I
I
b
90'
I
se a
sees..
s
sees
..
• . s
..
... .
sees.
�- --...........:.......
.-..................:
- .............:----------
-- ---..........-...:.......
...------............
LLJ
..............
m
sees
sees
ee. ,
sees
0e0e
fee .
.. ..
_.-.... ...-
. _sees. - ----�
.................
.................:........
.
:..
........... ..
sees... -
.
sees..
sees
sees..
... .
... .
----
----------- --.:--
18" 1�IN CLEARANCE
—
.. .
saes
0
ch
cal
N)
ITT
co
S
m
I
°'
°J
S
..................
.........sees....
.....�..
.... m............
c4 ..................
COORDINATOR:
SEC: TWP:
RGE:
DATE
REVISION
PROJECT NAME:
SHEET TITLE:
DIVISION,AFEM:
BCA R:
ATLANTICDESIGNED
NE 96-97 ST
PLAN AND PROFILE
4
BY:
MAOPMOP:
COUNTY:MIAMI-DADE
CHECKED BY:
DATE : 01�0CR01S
STATE ROAD NO.
b r o a d b a n d
PROJECT DESCRIPTION: FROM POLE AT 1015 NE 97 ST, PLACE
577 OF CONDUIT SOUTH ALONG NE 10 AVE
TO FRONT OF 950 NE 96 ST