PW-10-1200Inspection Number: INSP- 147417 Permit Number: PW -6 -10 -1200
Scheduled Inspection Date: August 23, 2010
Inspector: Hernandez, Rafael
Owner: PAZ, EMMANUEL
Job Address: 1291 NE 102 Street
Project: <NONE>
Miami Shores, FL 33138-
Contractor: TECO PEOPLES GAS SYSTEM
Building Department Comments
August 20, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Public Works
Inspection Type: Final
Work Classification: Public Works
Phone Number (239)565 -3103
Parcel Number 1132050200050
Phone: (305)957 -3857
PROPOSED 68' OF 3/4 PLASTIC GAS SERVICE BORO TO
GET TO RISER LOCATION WORKING IN GRASS SWALE
OF NE 13AVE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 13 of 40
Public Works
Permit Application
FBC 2004
Permit Type: Public Wad's WATER
Job Address (where the work is being done)
Is Building Historically Designated: YES
Architect/Engineer's Name (if appftbable)
$ Value of Work For this Permit
Type of Work
Describe Work
el •
Submittal Fee 4 )0 -DC)
Notary
Scanning $
Code Enforcement $
Total Fee Now Due $
(Continued on opposite side)
Miami. Shores Village
Public Works Department
11Q -(Qn
10050 N.E. 2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Owners Name (Fee Simple Titleholder) Phone It :39 565
42.91 A/, rao Az'
city 6 State Zip 33(3/
TenantlLessee Name Pitons tf:
o 0 O
Phone ft
Immo
Pi 0 1 /010
permit IA4401200
/3A5 JAI soki6-
City Miami Shores Village County Miami Dade Zip 33 / 3 g
OgSIAPAr\
Contractors ComPany Name koloff.:s G Phone*: 305-970 7 3
Contractors Address /5279 #47
state AZ 33 it; 0
Lineal F-ootage Of Work: 641 •
o Addlion 113Alteraffon 11 New El FtepairlReplace 0 Demolifron
*?4.49Pd.5 68' at 11457 GAs Segvke guxo 6cr
kAremciciwwsvirareassimmgw
Fees
permit Fe. i CCP 040‘1_, CO=
Traloing/Education Fee $ 70 Tectmology Fee $
Radon Bond $
Structural Plan Review
Bonding Company's Name (if applicable)
Bonding Company's Address N/A
City State Zip
Mortgage Lender's Name (if applicable) WA
Mortgage Lenders Address
City State Zip
Application is herebymade 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. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 this Issuance of a Public Works permit with an esffmated 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 c ommencement must be posted at the job site far the list
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 .per , L �.
NOTARY IT BUC:
Sig
Print:
My Commission Expires:
APPLICATION APPROVED BY:
11/17/2005
Owner or Agent
Signature
Contractor
The foregoing instrument was admowledged before 6 m 3
me this SO The foregoing instrument was acknowledged before me this
day of � 20 by 4E 4 r / eefs day of , 20,0„ by � ,� �i °c VE ' -s
who
as identification and who did take an oath. as identification and who did take an oath.
Public Works Director or
his designee.
NOTES
CONSTRUCTION
1. LOCATE AND PROTECT ALL UTILITIES IN AREA OF
CONSTRUCTION. SUNSHINE # 1- 800 - 432 -4770
2. RESTORE ALL AREAS TO PRIOR CONDITIONS
3. ALL CONSTRUCTION TO FOLLOW JURISDICTIONAL
GOVERNMENT AND TPG STANDARDS.
PER COFTL
4. NO FM
5. NO WM, AIR PROFILES.
6. NO DRAINAGE.
NO APPLICATIONS SUBMITTED FOR:
6. DEWATERING ( ABOVE W TABLE).
7. TRAFFIC STRIPS OR LOOPS.
LEGEND
R/W RIGHT OF WAY
P/L PROPERTY LINE
T/T TAPPING TEE
EFV EXCESS FLOW VALVE
SVC SERVICE LINE
SP STEEL PLASTIC COAT
PE POLYETHELENE
1
4' GRASS RESTORATION
SOD RESTORATION DETAIL
SCALE NOT TO SCALE
a
0 0
GRASS
1291 N.E.102ND STREET
MIAMI SHORES
GRASS
w Rw t 1
E R/W
FOP
GRASS SWALE
GRASS SWALE
as
GRASS
GRASS
i.E.13�kl va
T.T/T.F /E.F /E.MO GAS MAIN
- 5 — W 1
- PROP BORE 3`4 " PLASTIC GAS SERVICE
FROM EXISTINtGi 2 " SK GAS MAIN TO
RISER LOCATION 0 1291 N.E 102ND STREET
MIAMI SHORES WORKING IN GRASS SWALE
OF N.E.13TH AVE
PROPOSED RISER METER SET LOCATION
PEOPLES GAS
N GRASS SWALE
w GRASS SWALE
tXISTING 2" SK GAS MAIN
NO LANE OF TRAFFIC TO BE BLOCCKED OR DISTURBED
1- CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION
OF EXISTING UTILITIES.
2- MAINTAIN A MINIMUN HORIZONTAL SEPARATION OF
5' FROM ANY CITY UTILITIES.
3- MAINTAIN A MINIMUN VERTICAL SEPARATION OF 18"
OF ANY CITY UTILITIES.
TECO / PEOPLES GAS - N. MIAMI OPERATIONS
1291 N.E.102TH STREET MIAMI SHORES
WORKING IN GRASS SWALE OF N.E.I3THAVE
PROPOSED 3 /4 " P.E. GAS SERVICE
m.
SLNI I SCALE: 1" = 50' I DATE 6/29/10 I SHEET 1 of 1
P E T #:
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
- Z--
(
SUBJECT (0 COMPLIANCE WITH ALL F7DFRA.
STATE ANJfl (_:(, uN, Hf 1(
TABLE I DEVICE SPACING
Speed
(mph)
Max. Distance Between Devices (ft.)
Cones or
Tubular Markers
Type I or Type 11
Barricades or Vertical
Panels or Drums
Taper
Tangent
Taper
Tangent
25 to 45
20
50
20
50
50 to 70
20
50
20
100
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft I
(mph)
A
6
C
D
40 or less
200
200
200
• 100
45
350
350
350
175
50
500
500
500
250
55 or greater
2640
1640
1000
500
* The ROAD WORK 1 MILE sign may be used
os on alternate to the ROAD WORK AHEAD
sign.
4* 500'beyond the ROAD WORK AHEAD
sign or midway between signs whichever
is less.
*4* BE PREPARED TO STOP sign may be
omitted for speeds of 45 MPH or less.
SYMBOLS
Work Area
Sign With 18" x 18" (Min.)
Orange Flag And Type 8 Light
• Chonnelizing Device (See Index No. 600)
Work Zone Sign
Flogger
Automated Flogger Assistance Devices
(AFAD), With Gate
Lone Identification * Direction of Traffic
50 '
�. • •
■
. .
Buffer Space
/
See Table
"//)'/7"7/
Device Spacing- Tangent
See Table I
Device Spacing -Taper
See Table I
GENERAL
1. Work operations sha/lbe confined to one traffic
lone, leaving the opposite lane open to traffic.
2. Additional one -way control may be effected by the
following means
(1) Flag- carrying vehicle; (2) Official vehicle;
(3) Pilot vehicles; (4) Traffic signals.
When flaggers are the sole means of one -way
control, the (loggers shall be in sight of each other
or in direct communication at all times.
3. The ONE -LANE ROAD signs ore to be fully covered
and the FLAGGER signs either removed or fully
covered when no work is being performed and the
highway is open to two -way traffic.
4. When a side rood intersects the highway within the
TTC zone, additional TTC devices shallbe placed in
accordance with other applicable TCZ Indexes.
t 250'
I -
1
500'
END
ROAD WORK
NOTES
5. The two channelizing devices directly in front of the
work area and the one channelizing device 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 additionalinformation,
refer to Index No. 600.
2010 FDOT Design Standards
DURATION NOTES
1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may
be omitted if all of the following conditions are met
a) Work operations are 60 minutes or less.
b) Speed limit is 45 mph or less.
cJ No sight obstructions to vehicles approaching the
work area for a distance equal to the buffer space.
d) Vehicles in the work area have high - intensity, rotating,
flashing, oscillating, or strobe lights operating.
e/ Volume and complexity of the roadway has been considered.
elz o = ,
0 TWO -LANE TWO -WAY, WORK WITHIN THE TRAVEL WAY
BUFFER SPACE
Speed
(mph)
25
30
35
40
45
50
55
60
65
70
Dist.
(ft.)
155
200
250
305
360
425
495
570
645
730
When Buffer Space cannot
be attained due to geometric
constraints, the greatest
attainable length sha /lbe
used, but not less than 200 ft.
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.
la. swot No.
Revision
07/01/09 1 of 2
66 3
14, "pa or rif lar wr
INIV Or VS l dr
EIlate L C
Pressure Type: 1 -3
Locatum Description 12 W
''SLocasect?- NO
Job Name, M-472 913-C
As- Buift.
Tuesday, Jun 29, 2010 02:09 PM