PW-2-16-322, 10050 NE 2nd Ave`FCORI'D
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Issue Date: 2/9/2016
Permit NO. PW-2-16-322
Permit Type: Public Works
Work Classification: Public Works
Permit Status: APPROVED
Expiration: /09/20 0
Project Address Parcel Number Applicant
10050 NE 2 Avenue Number: Misc Streets 1132060131960-1
Miami Shores, FL 33138-0000 Block: Lot: MIAMI SHORES VILLAGE
Owner Information Address Phone Cell
MIAMI SHORES VILLAGE 10050 NE 2 Avenue 305/751-1271
MIAMI SHORES FL 33138-2304
Contractor(s) Phone Cell Phone
UNITEC INC (305)219-4697
canning: 1
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
Valuation:
Total Sq Feet
Pay Date Pay Type Annt Paid Annt Due
Invoice # PW-2-16-58574
02/04/2016 Check #: 43785 S 50.00 $ 0.00
$ 6,000.00
295
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: 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 zone Futhermore, I authorize the above -named contractor to do the work stated.
=- February 09, 2016
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
February 09, 2016
BUILDING
PERMIT APPLICATION
Miami Shores Village - -- --
-
Building Department �E� d 4 7016
10050 N.E.2nd Avenue, Miami Shores, Florida 33138--
Tel: (305) 795-2204 Fax: (305) 756-8972 - --
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 ty s4l�x
Master Permit No. ]?wI ''" — S2Z
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL QPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: NE 103rd Stand Biscayne Blvd.
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:
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 M Certificate of Competency #: 98E101
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 6,000 Square/Linear Footage of Work: 295
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 $
Structural Reviews $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $t
(Revised02/24/2014)
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
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 /W~ Ae",e
OWNER or AGE
The foregoing instrument was acknowledged before me this
-_ day of20 ( (o by
N kA0 who is personally known to
me or who has produced
identification and who did take an oath.
Signature //." 4�-�
CONTRACTOR
The foreg7ingstrument was acknowledged before me this
day ofb2t1�4+�-`l 20 t0 by
'To K.&6 E5LoCC-1 A_, who i personally know to
as me or who has produced
identification and who did take an oath.
as
NOTARY PUBLIC:
NOTARY
PUBLIC:
Sign: ✓
Sign:
ja,�/11
,
Print: [/ T1iUs7!%— %fv i2��
Print:
TA V I E (Z- ?ARZ I2,A
Seal:
Seal:
SAW °a, Notary Public State of Florida
yP••,, KATIUSKA 0. HURLES
Javier Parera
4Noaty Public -State of Eluiida
`aG10r My Commission FF 020993
dos
ti° Expires 05/23/2017
a My COeMa.Axplres Apr 15. 2019
Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
A
ROAD
WORK
AHEAD
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A B C
___7Umph or less
200
200
200
45 mph
350
350
350
50 mph
500
500
500
"55 mph or greater
2640
1640
1000
a
D
B
GHT LANE I
CLOSED
AHEAD
Median Biscayne Blvd. IFSR5
While Rerlec[orized Pavement Markings
z
■
Taper Length=L Buffer Space
See Table 11 See Table it
rice Spacing -Taper Device Spacing -Tangent
See Table I See Table I
N
GENERAL NOTES
1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic.
2. On undivided highways the median signs as shown are to be omitted.
3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted
and left lane closed and lane ends signs substituted for the right lane closed and lane end signs.
The ROAD WORK 1 MILE sign may be used
The same applies to undivided highways with the following exceptions:
as an alternate to the ROAD WORK AHEAD
a. Work shall be confined within one median lane.
sign and the RIGHT LANE CLOSED Vz MILE
b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and
sign may be used as an alternate to the
across the trailing end of the work area.
RIGHT LANE CLOSED AHEAD sign.
When work on undivided highways occurs across the centerline so as to encroach on both median lanes.
500' beyond the ROAD WORK AHEAD sign or
the inverted plan is applied to the approach of both roadways.
midway between signs whichever is less.
4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE
details (sheet 2 of 2) when no work is being performed and the highway is open to traffic.
5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the
work area have high -intensity rotating, flashing, oscillating, or strobe lights operating.
SYMBOLS
6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to
close the shoulder In advance of the merging taper to direct vehicular traffic to remain within the travel
® Work Area
way. See Index No. 612 for shoulder taper formulas.
■ Channelizing Device (See Index No. 600)
7. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in
accordance with other applicable TCZ Indexes.
Work Zone Sign
8. This TCZ plan does not apply when work is being performed in the middle lane(s) of a six or more lane
a
a
LY 4.
U
b t
b C
T �.
500' END
ROAD WORK
1oa
Table I
Device Spacing
Speed
(mph)
Max. Distance Between Devices (ft.)
Cones or
Tubular Markers
Type 1 or Type 11
Barricade s or Vertical
Panelssor Drums
Taper
Tan ent
Taper
I Tancent
25
25
50
25
50
30 to 45
25
50
30
50
50 to 70
25
50
50
100
Table II
Buffer Space and Taper Length
Speed
(mph)
Buffer
Space
Taper Length
(12' Lateral
Transition)
Dist.
(ft.)
L
(ft.)
NO[es
(Merge)
25
155
125
µ,Sr
L 60
30
200
180
35
150
245
40
305
320
45
360
540
L = WS
50
425
600
55
495
660
60
570
720
65
645
780
70
730
640
When Buffer Space cannot be attained
due to geometric constraints, the
greatest attainable length shall be used,
but not less than 200 ft,
For lateral transitions other than 17, use
formula for L shown in notes column.
Where:
L - Length of taper in feet
W - Width of lateral transition in feet
S = Posted speed limit (mph)
DURATION NOTES
1. Temporary white edgeline may be omitted for work operations less than 3
consecutive calendar days.
2. For work operations up to approximately 15 minutes, signs, channelizing devices,
arrow board, and buffer space 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 the buffer space and the taper length combined.
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) or 16.001 lb with high -intensity,
rotating, flashing, oscillating, or strobe lights mounted above the cab height
and operating.
3. For work operations up to 60 minutes, arrow board and buffer
space may be omitted if conditions a, b, and c in DURATION NOTE 2
are met, and vehicles in the work area have high -Intensity,
rotating, flashing, oscillating, or strobe lights operating.
■a Advance Warning Arrow Board highway. See Index No. 614, CONDITIONS
9. For general TCZ requirements and additional information, refer to Index No. 600. WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH ON THE LANE ADJACENT
TO EITHER SHOULDER AND THE
AREA 2, OUTSIDE THE EDGE OF
TRAVEL WAY.
LAST ZO DESCRIPTION: FY 20I6-17 INDEX SHEET
REVISION ` FDOT MULTILANE, WORK WITHIN TRAVEL WAY NO. NO.
01101116 tee. DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 613 1 of 2
a
a
Arrow Board Operation Discontinued And Arrow Board
Shall Be Removed Or Relocated Outside The Clear
Zone Or Be Shielded By A Barrier Or Crash Cushion
Median
D
b
b
- -
- D
b
work area b
A
B C
L and Buffer Space END
ROAD
Signs Covered
ROAD WORK
WORK
MILE
SPEEDING FINES
DOUBLED
ROAD
WORK
=,MILE
Area Temporarily 500'
Reopened To Traffic
WHEN WORKERS
TemporaryPavement Markin s
PRESENT
Placed Through Work Area And Devices Relocated
Laterally Z' To 4' Outside Edge Of Travel Way.
EVEN PAVEMENT
a
a
c�
Arrow Board Operation Discontinued And Arrow Board
Shall Be Removed Or Relocated Outside The Clear
Zone Or Be Shielded By A Barrier Or Crash Cushion
Median
D
D D
D
Work Area
END
A
B C
L and Buffer Space ROAD WORK
ROAD
Hinged Or Overlay Shields
Area Temporarily 500'
WORK
Reopened To Traffic
I MILE
ROAD
SPEEDING FINES
DOUBLED
WHEN WORKERS
WORK
SMILE
UNEVEN
LANES
N
Temporary Pavement Markings
Placed Through Work Area And Devices Relocated
Laterally Z' To 4' outside Edge Of Travel Way.
PRESENT
UNEVEN PAVEMENT
INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC
LAST
RevrsroN
DESCRIPTION;
°
FY 2016-17
MULTILANE, WORK WITHIN TRAVEL WAY
tNNO.X
SHEET
07101115
�Z�
F-.DOT
DESIGN STANDARDS
MEDIAN OR OUTSIDE LANE
613
2 of 2
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 100'.
specific designs for scenarios not included on this Index.
Work Zone Sign 6. 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 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
�a 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
H 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 LCD's 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.
_a_ _ ER 104th Street
EIE
4 Q CR
3H3H SSOHO
DETOUR7
Dy3Hy
03SOTO NNM301S _
,K I 2lI70130
Sj I� {y 03 S01.7 w DETOUR o a ■ -4-
CR / AtlMN1YM
is 11 NltlM301S � � �'' I� WIlLLS303d
�� NlVM301S
- v
P o0
9 to Fn o
.0 SIDEWALK N
tpT CLOSED
a � tD !` PEDESTRUN
m _0 41-
DETOUR
Q
911 � 0 SIDEW�O� ilI10130 an � O
USE OTHER SIDE Y jj CR (�
.�C rn ZS ROAD II ROAD
p s1 (c WORK WORK
.0.AD 102nd Street � AHM
AHEAD
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PESESTRIAN DETOUR
LAST p DESCRIPTION:
FY 2076-77 INDEX SHEET
RELAST pDQT� PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS No. No.
07101115 �-- DESIGN STANDARDS 660 7 of 7
14 ATLANTIC
broad ban d
MOC HHOIrlI MAP
CALL BEFORE YOU DIG
6.
3EFt)RE 1 UU -,I
M ...'�. _.,,o�. Ir , tqt
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ut..', 1, s % 9 zI V
SUNSHINE TICKET#006607589
UTILITIES IN AREA:
ATT
DADE COUNTY
DADE COUNTY
ATLANTIC BB
FPL-DADE
TECO GAS
FPL FIBERNET
PW AND TRAFFIC
WASA
FROM POLE AT 1155 NE 103 ST. PLACE
295' OF CONDU I T SOUTH ALONG B I SCAYNE---$t-Vf) -
TO FRONT OF 10255 BISCAYNE BLVD
LEGEND:
ATT
FPL
®----®
T
m
STORM SWR
BURIED ELECTRIC
SANITARY SWR
AD -
- _0
EDGE OF PAVEMENT
- EO
RIGHT OF WAY
-
-
CENTER LINE
SIDEWALK
SWK
COGROMUTOR: SEC: TWP: RGE: DATE REVISION
DMSION: AFEN:I SCA 8:
DESIGNED BY: MAOPMOP: I COUNTY: MNMFDADE
PROJECT DESCRIPTION:
:01/0412015
'LACE
IISCAYNE BLVD
PROJECT NAME:
NE 103 ST
l
CONSTRUCTION NOTES:
DSIDEWALK 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.
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
UNDERGROUND FACILITIES.
8) CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC.
AT 1-800-432-4770 TO REQUEST A LOCATE
•••
OF ANY UNDERGROUND FACILITIES AT •••
YOUR EXCAVATION SITE. ••
••
9) CONTRACTOR TO PROVIDE A NOTICE OF ••••••
: •.
COMMENCEMENT TO THE PERMIT AGENCY.•.:..
ENGINEERING DEPARTMENT48 HOURS ....
•••
PRIOR TO BEGINNING CONSTRUCTION. ••••••
0
10) MINIMUM HORIZONTAL CLEARANCE IS 3' FR(M
000
THE OUTSIDE OF CITY'S PIPE/STRUCTURE:••:
TO THE OUTSIDE EDGE OF THE PROPOSED "
••••
CONDUIT,DUCTBANK,CABINET PAD,HANDHOtE;••;
•
HANDHOLE BOXES,ETC. AND MINIMUM VER•TIC4
•
CLEARANCE IS 18' FROM THE OUTSIDE OF CiTY'S:••'
PIPE/STRUCTURE TO THE OUTSIDE EDGE'.QF :THE
...
PROPOSED CONDUIT,DUCTBANK,ETC.INSTALLED BEL•QkP
CITY'S UTILITIES.
11) CONTRACTOR TO FIELD ADJUST ACTUAL LOCATION
OF THE PROPOSED WORK TO MEET THE MINIMUM
SEPARATION REQUIREMENTS.
SHEET TITLE:
COVER
_ if
/•
E
i
PLACE V
S•oF
1-4' PVC
"q<r �s`S . START P
JECT
�a
TRENCH METHOD"
0+00
I Q
;.s
0+00 TO 0+01
I co
i! .
\
RESTORE
z
5' „ - ''ACRE TE
FULL FL ',-�\RESTORATION
0+00 TO 5
PL E
PULL
X
\
24'
+01 T
6'
+04`
PLACE 291'
\
1-4' FLEXPIPE
At
DBORE METHOD
0+04 TO 2+95
s
SEE DWG 3
—200 ..............
.. ................;------.........--.:
..................
.................
:..................
--------..-.......:.
..
.. .
.. .
.
GoVe
—4aPJ........
....-..
......
:....................................
...........
....
...:
.. . .
.
. .
......
... .
1.8" MIN
CLEARANCE
••
••••
•
—6a0:........
.................
.
--- ............
................-.-....;...............
......................
m
m
-
+
+
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.........0----------.-....m......
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rV Z,
--- ..-.m.....---..--....�..-
COORDINATOR
SEC: TWP. RGE:
DATE
REVISION
PROJECT NAME:
SHEET TITLE:
""SION:
AFE M:
BCA K:
ATLANTIC
NE 103 ST
PLAN AND PROFILE
2
DESIGNED BY:
MAOP/NOP :
COUNTY: MIAMI-DADE
CHECKED BY:
JDATE:01104/2015
STATE ROAD N0. 5
- - - - - - --- ---,
b r o a d b a n d
PROJECT DESCRIPTION: FROM POLE AT 1155 NE 103 ST. PLACE
295'OF CONDUIT SOUTH ALONG BISCAYNE B.VD
TO FRONT OF 10255 BISCAYNE BLVD
` EE DWG 2
\ PLACE 291'
1-4• FLEXPIPE
h� \ OBORE METHOD
` \ 0+04 TO 2+95
\ \ / END PROJECT
v /, 2+95
)NO RESTORE
CONCRETE 17
_.� L G RESTORATION \ \
+9kT0
�b 0 S�4w
• •
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COORD"A OR:
SEC: TVR: RGE:
DATE
REVISION
PROJECT NAME:
SHEET TITLE:
DIVISION:
AFE N:
BCAN:
ATLANTICDESKNFDBY:
NE103ST
PLAN AND PROFILE
3
CHECKED BY:
MAOP"
DATE:011Oa12015
COUNTY
STATE ROAD NO. 5
b r o a d b a n d
I PROJECT DESCRIPTION: FROM POLE AT 1155 NE 103 ST, PLACE
295 OF CONDINT SMITH ALONG BISCAYNE BLVD
TO FRONT OF 10255 BISCAYIE BLVD