PW-17-2567, 478 NE 92nd StVILLAGE OF MIAMI SHORES
MIAMI-DADE COUNTY
SEC. 6 - 53 - 42 OCT 3 017
NE 92 STREET
5' SWK - aL, _ -' —�(i� .—
23.5' PARKWAY
37.5'
.18 PAVEMENT .'.
37.5'
23.5' PARKWAY
R/W 5' SWK
� 11o't
478 i I j
LOT 4 LOT 3 I REM. I Z
BLK 49 (PORT) 2I LOT 2 I LLI
BLK 49 I BLK 49 I I Q
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I _ M'arni Sr,r_res Village EXISTING 3: WATtR MAIN .
LOCATION AND MATEFFM! o
r APIFROVEDBY DATE TO BE FIELD•b'ERIFIED••••
.•
1 70NING DEP'f _
I'3L-DO DEPT _
N"CE Jvl f�E 3�
0 C(;tilr'I.if�I�ICE l-i AI_L FEUE P.LI
,1
-= AN,) �_UjN i '! HUL=S AND REGULATIONS
NO MIAMI-DADE COUNTY ROAD
RIGHT-OF-WAY CONSTRUCTION
GENERAL NOTES
NEW 1" DOMESTIC SERVICE
SET BOX AND SPACER
LOCATE AS MARKED OR
STAKED AT REAR 1' EAST
OF POLE AT EAST CENTER
IRETIRE EXISTING SERVICE I
AT SAME LOCATION
1. LANE CLOSURES PER F.D.O.T. DESIGN STD. INDEX # 602
2. PAVEMENT RESTORATION PER M.D.C.P.W.M. R-21.1.
3. SIDEWALK RESTORATION PER M.D.C.P.W.M. R-13.1.
4. MAINTAIN MIN.,.30" COVER ON ALL SERVICE LINES.
5. DO NOT SET M&ER(S) AT THIS TIME.
6.48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE
CALL AT 1-800-432-4770 TICKET #. 296.7/09411
❑/ FL. CITY GAS Rf M.D. PW & TRAFFIC pp COMCAST
NJ TECO PEOPLES GAS RA.T. & T. ❑ ATLANTIC COMM.
Qf F.P.L. ❑ M.D. ENT. COMM. ❑ FDOT 6 ITS
DRAWN: LBNL I DATE: 10/23/2017 1 CKD: I R.
N
SCALE: N.T.S.
NEW WATER SERVICE AND
EXISTING SERVICE
RETIREMENT AT
478 NE 92 STREET
SIR-0000002495
MIAMI - DADE VVATER AND SEWER DEPARTMENT
Miami -Dade County - Application Title
Type of Installation VNew Installation Q Repair/Maintenande Q Both
Method of Installation:
Q Bore VExcavation Q Both
Location of Installation: Within Right Of Wa Q g y Q Public Utility Easement Both
Will work commence
within 15 days of permit Q Yes VNO
issuance ?
Estimated Start Date: 30 DAYS
Canals maintained by Miami Dade County will require DERM approval.
ONOTIs maintained by Miami Dade County will require a permit from South Florida Water Management District.
cknowledged
Pedestrian Information
1. Does excavation fall within the swale and/or
(Yes Q No
sidewalk area ?
2. Give dimensions from edge of pavement to
NIA FT
Work Zone in swale area.
3. Will work damage existing sidewalk, curbs
Q Yes No :...:.
and/or gutters ?
• . •
• • • • •
4. Will work obstruct pedestrian access to
Q Yes �No • • • • • • • •
• •
sidewalk?
•••••• ••••
••••••
5. Will work obstruct pedestrian crosswalk or
""' •
;
ramp ?
Q Yes o
N• • •
• • • •
•
6. Will work obstruct bike path ?
• • • • • • • •
Q Yes No
• • • • •
Pedestrians, including persons with disabilities
will be provided with a reasonably safe, convenAn%.WTd acce%-g1 L6%$Aath
......
that replicates as much as practical the desirable characteristics of the existing pedestrian faciktiw...
.'
Acknowledged
Roadway Information (Are removing asphalt on a paved roadway) .. .
• • • • • •
... .
l to:
7. Does the excavation fall on the asphalt of a
Q Yes t
paved roadway?
8. Does excavation fall within a Signalized
Q Yes Q r
No
Intersection?
9. Does excavation fall within a Mid -Block
00,
Q Yes No
Signal?
10. Does excavation damage any traffic loops?
Q Yes �No
11. Have the roads, which are impacted by the
proposed work recently been paved or
Q Yes VNo
resurfaced?
Traffic Control Plan
12. Will work require a lane(s) closure for
VNo
Vehicular Traffic?
Q Yes
13. Give dimensions from edge of pavement to
N/A I FT
trench of pole:
14. Provide number of lanes and direction that
North: South: East:= West: Q
will be affected.
15. Please provide an estimate of construction
NIA DAYS
time for which traffic flow will be affected
16. Functional classification of Roadway
❑ Arterial ❑ Collector Local
affected by work.
17. Does workzone fall within Section Line or
VNO
Half Section line roadway?
Q Yes
18. Posted Speed Limit within work zone.
I MPH
At -grade Appurtenance (If you are placing a cabinet, or some other type of equipment on the ground. Do not use
3/4/2014
Miami -Dade County - Application Title
Drainage Information
23. Do the proposed construction plans alter or modify not applicable
existing drainage system? ..............................................
24. Does the proposed installation interfere with existing drainage not applicable d
facilities ?
Miami Dade County Water and Sewer Department's customer division proposes to perform the fallowing
work within your right-of-way
Total length of underground installation or
repair
Quantity
Water service connection: 1 13 LF
Sewer service connection: LF
Construction or Replacement of
Quantity
Sidewalk LF
Curb & Gutter LF
Valley Gutter LF
Resurfacing
In Public Right Quantity
Of Way 0 SQF
On private SQF
property
Save Proceed
. . ... . . . ...
W END
A RDAD WORK
LY
LY
ROADWORKAHEAD
W��ENT
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A e
40 mph or less
1 200
1 200
45 mph
350
350
50 mph or greater
500
500
• • ••• to• •
• • ••• •
•
••I
• • • • • • •
• •
•
• • • • • •
•
w
ROAD
d
••• • • •
•••
•
WORK
AHEAD
•• • • • ••
••• ••
-
1.,7
•
rv� •
• • •
A
• • • • ••
•
•
ED
A • • • • •
••• of
_
■ ■
■ ■ ■
■ ■ ■ ■ ■
•
Taper Length = Vji
Work Area
See Table 11
ENo
ROAD WDRK
n -
Device Spacing Taper Device SpaciTangent 500'
See Table I See Table I
Table I
Device Spacing
Speed
(mph)
Max. Distance Between Devices (ft,)
Cones or
Tubular Markers
Type 1 or Type /1
Barricades or Vertical
Panels or Drums
Taper
Tangent
Taper
Tangent
25
25
50
25
50
30 to 45
25
50
30
50
50 to 70
25
50
50
100
Table II
Taper Length - Shoulder
Speed
(nt h)
P
$L
(ft)
NofeS
B'
Shldr.
70'
Shldr.
12'
Shldr.
25
28
35
42
60
30
40
50
60
35
55
68
82
40
72
90
107
45
120
)SO
180
L=WS
50
133
167
200
55
147
183
220
60
160
200
240
65
173
217
260
70
187
233
2BO
'Midway between signs.
8' minimum shoulder width
Vjt - Length of shouldertaper in feet
SYMBOLS
GENERAL NOTES
DURATION NOTES
W = Width of total shoulder )n feet
®
Work Area
1. When lour or more work vehicles enter the through [raffle lanes in a one hour
I. Slyns and channelizing devices may be omitted if all of the
(combined paved and unpaved width)
period or less (excluding establishing and terminating the work area). the advanced
following conditions are met:
S - Posted speed limit (mph)
■
Channeli zing Device (See Index No. 600)
FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers
a. Work operations are 60 minutes or less.
and FLAGGER signs, see Intlex No. 603.
A. Vehicles in the work area have high -intensify. rotating.
flashing, oscillating, or strobe lights operating.
ty
Work Zone Si 9n
2. SHOULDER WORK s/
Sig;) may be used as an alternate to the WORKER Symbol sign only
on the side where the shoulder work is being performed.
Lane Identification + D)r'ection of Traffic
3. When a side road intersects the highway within the TTC zone, additional TTC
devices shall be placed in accordance with other applicable TCZ Indexes.
4, For general TCZ requirements and additional Information, refer to Index No. 600.
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15' BUT NOT CLOSER THAN
2' TO THE EDGE OF TRAVEL WAY.
LAST JZ
1 DESCRIPTION:
REVISION FY 2017-18 INDEX SHEE7"
FDOT-) �'WV®-]Lt,I�I]E, �'�i'®-WAS, W®II2.11� ®1�T S�1[®�7L,II�lE IEt NO. NO.
07101115 w �_P - DESIGN STANDARDS 602 1 of 1