HomeMy WebLinkAbout20-199 City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGC-000199-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 06/03/2020
Permit Type: Building General (Commercial)
Property Number Street Address
2Nd St&Sr 54&6Th Ave Ne 112621001039900000 St
Owner Information Permit Information Contractor Information
Name: Permit Type:Building General(Commercial Contractor: CREEK ENTERPRISES INC
Class of Work:Right of Way Temporary
Address: Building Valuation:
Electrical Valuation:
Phone: Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$0.00 U0�»'Q—
Total Fees:
Amount Paid:
Date Paid:
jProject Description
MISCELLANEOUS DESCRIPTION 2ND ST-FEE WAIVE
Application Fees
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 663.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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."
Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances.NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
V CONTRACTOR SIGNATURE-- PE IT OFFICE()
MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYR HILLS BUILDING DEPARTMENT
RIGHT-OF-WAY USE PERMiI'
DATE: 5 -7. O
PERMIT W-
No construction underground or above ground of any facility shall be accomplished.on any City Rights of Way without written approval from,the City Building
Department. Any application for approval of construction.opera6ons on any City owned.Rights,.1 Way shah furnish a detailed drawing sfiowing the complete
scope:of the proposed work in triplicate to the office of the Building Ofticial:for approvaf prior to the commencement of any work. A copy of this permit i'slo be kept
readily available at the site of the work at all times.
PARCEL ID#: I�- U'�, 'CO.Ir? -3 �Ioq - DGtUU PITY ROAD ara� 5�szz�
LOCATION (Legal Description):
Permission is hereby granted to . ���1 e� fc. of � yTfl rfi fJ��t#'.
For the construction and imaitntenance of:, . t 3
{ * � ciy T. . ( �.C�f✓ tghA� . b:Ci Q : 5t }:: 01�Oho �
A lbx s,>. \" �t?itG Mt6i f { C3tL. CtlQ
5.
S_ubject to the following conditions:
1. The construction and maintenance of.such utility shall,not interfere fvith.the property and rights of a prior occupant. ..
2. All work shaft be done in-keeping with,the'standards of the City Streets Department and underthe supen sIion of the City Building Official,who will
be notified at least one-day prior to commencement of construction:
3. All materials,and equipment'shall be subject to Inspection by,the Clty Building Official.,
4.. During construction all safety regulations-of the Department of Transportation shall be observed and the City:snail be relieved,of all responsibility
from damage of any nature arising from this permit:.Subject to the-same terms and conditions,'the permit holder may take such:safety measures,
including placing and display.of caution signs.as it may deem necessary in conduct of construction and maintenance work hereunder. It is the -
responsibility of the permittee to????
6. All private and all City property shall be restored to its original.condition as far as practical in the.opinion of the City Building Official.
6. " All underground crossing.installations shall be laid at si,ch depth as may be speGfietl,by the.City Building Of f cial:-
7. - The sketch covering the details.of this Installation shall be made a pail of this permit. Thispermit'is granted with the.understanding that the applicant
has notified all other utility usemlh the area covered by the permit and takes full responsibility for any damage Incurred by prior installations as a
result of his operations.in order that.they.may safe guard their interests.
8. .fit is ezpresalp stipulated that this permit is a license.for permissive use;only and that the placing of facilities upon public property pursuant to this
permit-shall.not operateao create or to vest any property right in said`holder.
9. Whenever the City decides to further exploit the City.Rlghts of Way,any or all said poles,wires;.pipes;cables,or other facilities and appurtenances
authorized hereunder;shall be.imrmediately removed from said Rights of Way,or resat or reloca#ed thereon:as required by the,City Building Official :.
at the expense.of_the holder of this permit.
10. The holder,shall save and keep the City harmlessfrcim any and all damages,claims, or injuries that may occur by reason of the,construction,
r0aintenance,and operation of said facility., ,
11: Tire holder shah complete the requested work within. days.or,this permit shall become null and void. In the event.the work requested is not
completed upon the 4xpiritibri;date of this permit,the City shall have the right fo complete such work and to charge the holder of the permit for all
costs incurred in completed said Mork: .
12. The holder shall post a,casfi or surety bond with the City Manager in the aim of$, dollars to guarantee performance of the obligations .
herein, and:to_guarantee maintenance of the rdght-pf;way;dew.i.bed herein for a period of one.(1) year..following completion of the requested.
installation. In the event a surety is posted,the surety bond shall-be-made payable to the.City and shall obligate the surety to hold the.City
harmless In tine event the holder of this:permit should fait to.meet any of its obligations hereunder.:The bond shall also Indeinnify-the City for ati .
court costs.and reasonable attorneys fees In the event legal action is required to collect on said bond.
SU$MITTED BY.
(PERIUIITTEE).
Signature&Tithe j r
Address 514
APPROVED AY:
CITY t?F ZEP.HYRHI;LLS
Utilities Supervisor Date z ��
Public Works. Date.l2Mets"C2t "tea QPIE,Qc ?tf "f St�D PCLLDIS'7~r�2gt�
!�
Building Dept Date
City Manager Date . p
%-V'j°P15 �'r h D-l`� `�C c`t t lz),IS. � C IG c�(� P i e-C",
PULL FIBER
SPEED EST-493' "
LIMIT- ACT-0
3D
DER.BORE I-X27'
EST a 343'
ACT .0
FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102.602,SHEET 1 OF 1
' ----- ---J -- --------� ROW
I`. V2.D.T - j f�"=EDP
1 CIL:
O EDP
} .
' -------- -- ROW
P LHHD/W ROWTOEOP , 1 4O'x26"x38" .
'1 15O'SLACK
38N6 1 DNV 1 MM.VD:V OF BORE
- i I 512
1,2.27"7•WAY MICRO, I Z
EST a 34S'
ACT=0 cnR�iE
288c1 FIBER
EST"493' -2.2T
ACT e 0 HDPE
W W
J. p
w
Oa m
IL
M ni�E o �xiuDi 'wa
.z' r
9' 3'
4, B LO GR ADE I ROF OSO HE PE 13 LO .GR ADE .
4'
5, 5'
6'
T �
B 8,
9'DEPTH TO BEA MINIMUM OF36"'BELOW GRADE GRAPHIC SCALE ALLUIRRYLOCAMON96ROMAREAPPROMATE KiE•RlD•0 �ORROn a • 9'
Co CMRI9RPSP0MWLEMRALLlDWl0i0, .f�am�fDON r p 10�9�f0@I�911
NOTE: -60 0 30 PRIORWAWMRKPERFORLIEO. OIAnOR• w.g. ® soul,:em,lig t 5122ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. coNrACTsourneax uart 2s�ae2 nro r•�"„��" �aHrRx,us,vE
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. 0.h" REvwws 9we r 1 S0 •~7RW~I • .N/A � D.M 3/24/20
SOUTHERN LIGHT.WILL MAINTAIN 18"FROM EXISTING.UTILITIES.. IN�T) GDFK REF: N A MD.KOIANDI" MMW.. D.KOIANEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"'BIT. 1 inc = 50 :tt RCU Eee Ex• N A SPR E0m N A OWO NR PAOE 1
Shoulder Pavement
Sod For Flush Shoulder�I SSood Sotl Shoulder Pavement.
Shoulder Pavemem� ---i I It t—Shoulder Pavement Shoulder Pavement �I
-
1 3�IiII(�'—II�tII�'~�l`�i;iIiiI L- �!I❑+2\G\--i{1II�rIIi I II a0I (Fly—u(FI'IIhl Iu Ss h-hi ta AII1i!
i) t c'iz �—I❑i ❑cz
I (IIi III{jII
Nitll Curb {
s1�iII
-
��I{
C2 I VCZ !I CZ
with
� I i�ipa z ❑2
DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED WiDE MEDIAN WITH OR WITHOUT CURBED MEDIAN
idewalk Concrete Sidewalk Concrete
Sidewalk
Concrete Sidewalk
Sod S — Sod Sod --{
Shoulder Paveme � Shoulder Pavement
n Concrete
1 cz
LEGEND
CZ JWildflower Group#14-z I
t
Coc I I j I {I it i�Lo I I I I { a I Oz Wildflower Group#2
21 I G Turf(To Limit of construction)
11
2 10 od A ; n ! i I SCG Selective Clearing And Grubbing
L��OCC� Limits Of Construction
Turf
I S:i I I I IAI I' 5 I I 1 i i i
G{
UNDIVIDED FLUSH SHOULDER UNDIVIDED CURBED DIVIDED CURBED
WILDFLOWER SEEDING RATES
Common Name (Botanical Name) Ibs/ac
BI'Group
Black-Eyed Susan (Rudbeckia hirta) 2 GENERAL NOTES SEEDING ZONES
Lance-Leaf Tickseed (Coreopsts lanceolata) 10
Gpldenmane Tickseed (Coreopsts basalis) io 1.Ail turf establishment shall be performed meeting the requirements of Specification 570.
Leavenwor[h'S Tickseed (Coreopsts leavenworthil) 10 Zone f
Fire Wheel (Gal ickseedlardia (Coreopulchel la) 10 2.Activities such as clearing.grading,and excavating that will disturb one or more acres of land require
coverage under the Generic Permit for Stormwater Discharge from Large and Small Construction
Softhair Coneflower (Rudbeckia mollis) 2 Activities from the Florida Department of Environmental Protection.and implementation of appropriate
Crimson Clover (Tri fol ium incarnatum) 15 pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater. 4
!2 Group
Annual Phlox (Phlox drunmondli) 10 3.Confirm compatibility of wildflower with Seeding Zones. Q
Moss Verbena (Verbena tenuisecta) 6 Zane Il
Leavenworth's Tickseed (Coreopsis leavenworthil) 10
Fire Wheel (Gaillardia pulchella) to
Crimson Clover (Trlfolium incarnatum) 15
Note: Wildflower seeding rates are for restoring
Rimpacted wildflower areas.
a
LAST J;t�
DESCRIPTION:
REVISION FY 2019-20 INDEX .SHEET
11101117 i Fin STANDARD PLANS PERMANENT EROSHON CONTROL
570-001 1 of 2
Sad T Low Point Of sago Toe 0/Front Slope When '
Algebraic Difference In Roadway I Sodding(Overlapped)See
Grades Exceeds 4% Overlapped Sod Flume(Below) Shoulder Point
(Both Sides) (Both Sides)
20 ——100,Min. — — 100 Min — 20 Shoulder Point
———— I` `
^32'Sod Strip _.. "/" ' l J J 5'Shoulder Pavement—
Shoulder Point S.'.
ee Table Below
Shoulder Point f I 100 For Application 4 JBp l�
20
rk RURAL UNDIVIDED 2D
_ Sodding(Overlapped)See Use S Shoulder Pavement And 3P Sod
Overlapped Sod Flume Strip When Negative Grade Intersects Shoulder Point
(Below)(Both Sides) low Point I I Positive Grade And Algebraic Difference In -�_ — Shoulder Pavement
SO,y _
I Roadway Grades Is 2%Or Greater: When
Sod To Toe Of Front Slope When , / Of Sag i Algebraic Difference In Roadway Grades Is
Algebraic Difference!n Roadway i 4'Shoulder avement-See Table Below For Application.
Between 7%6 2%Use 32'Sod Strip Only Same A
Grades Exceeds 4% pplies 7o Low Side On Outside Edge 0l Pavement
(Both Sides) 100'Min. 100 blin. __ For Facilities With Unpaved Shoulders.
Shoulder Point
Shoulder Pavement
« 3p0• y (See Notation Above) 3O0_
Shoulder Pavement f. `- '
fn Absence Of Shoulder Pavement On Existing 2D ———— _
B4 Divided Roadways,Construct Shoulder Pavement _
Same As Above RURAL DIVIDED
Shoulder Pavement
"y I Shoulder Point
Shoulder Point J CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES
Design Speed
t (mph) Degree Of Curve
Sot Nole:
30 1 Or Greater Shoulder Pavement Is required on all curves
I 0 °4O 5 Or Greater
meeting the criteria tabulated. For curves
50 4'Or Greater not meeting the criteria,shoulders are to
60 r Or Greater be paved where erosion of the shoulder Is
5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 65 3°Or Or
ea[e
0 1 Or Greater r
r evident or anticipated.
7
Roadway , Sod. Sodding(Overlepped�
111 i SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS
Shoulder Point Temporary Bern;
SECTION AA
(Symmetrical About CL) 10' 25x L�
5'Shoulder Pavement Or 32' 0.5'
Turf Sod Strip(See Notation Above)
i I Roadway I _Sod _Sodding 03,erlapped) .�
4 I I Staggered Joints Between NOTES
Upper And Lower Layers
I � 1. These treatments are applicable to new construc[fan,reconstruction and RRR
•, TRANSVERSE SECTION LONGITUDINAL SECTION projects. Project requirements for shoulder pavement and sodding that exceed
shoulder Point OVERLAPPED SOD FLUME the limits of this standard take precedence.
SECTION BB 2. For sodding adjacent to ditches and at headwalls,see Index 524-001.
(Symmetrical About CL)
3. All front slopes steeper than 1:3 are to be sodded.
SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES
a TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING
LAST 2� DESCRIPTION:
REVISION _ --J�PDOTT FY 2079-20 PERMANENT EROSION CONTROL INDEX SHEET
11101117 W sue- STANDARD PLANS T570-001 2 OF 2
7.P See Pattern Detail EATMENT I TREATMENT H
e 01 Any
Drop-Off%"Min.,I"Max:)
Drop-Off( Min..I'Max.) I Existing
Less Than 3'Overlay � O Or r New Pavement.
� Width Called For In The Plans(Shoulder Width Plus 7 Min.)
r
Backfill(Excavated Turf and Topsoil) i, r Z-B'See Pattern Detail
3"Or More Overlay
___ / r/ f"I 1 Sod(Avg.Depth 116")
Turf Varies.7 Min.
i I Sod(Avg.Depth I ) j'•—
(Depending on asphalt overlay depth may require
trenching or borrow under sod to attain the I' _ Salvaged Turf And Topsoil Excavated Turf And Topsoil
_J drop at the edge of pavement.) — ____ _—
' (Gap For(Drainage)
Existing Turf And Topsoil To Be
laced With Borrow
COMPLETED SHOULDER Excavated And Re- f — p
CRITERIA FOR USING TREATMENT 1 �—
Project___ SHOULDER OPTION I
is resurfacing,widening and resurfacing or construction
of shoulder pavement
• is rural or is urban without curb and gutter
resurfacing build-up is less than 3'
Sod Blocks Shall
Placed With Staggerer
ed
Transversee Joints'
l'-4"
Drop-Off%'Min-I"Max.)
Width Called For In The Plans(Shoulder Width Plus 7 Min.)
t" Edge Of Any Exlsting
Or flew Pavement
Edge 07 Pavement ��7-B"See Pattern Detail
PLAN VIEW 3'Or More Overlay
PATTERN DETAIL / Sod(Avg.Depth IW)�� I Turf varies,z Min.
eL
---___t—� 'Borrow
GENERAL NOTES i MIALToDepth Indicated
in ations Or Plans
1. Treatment I:
If trenching under sod is necessary to achieve the required Drop-Off,excavated topsoil is J \\
to be used for filling voids and low areas at the edge of pavement or for flushing along the
edge of sod. Excess material to be uniformly distributed over the shoulder. SHOULDER OPTION 2
2.Treatment ll:
A.Borrow must meet the requirements for a'Select"material in accordance with Index 120-001 CRITERIA FOR USING TREATMENT 11
and Specification 120, Project
• is resurfacing or construction of shoulder pavement
B.Borrow may be used in lieu of excavated turf and topsoil'when economically feasible. There I.,rural or is urban without curb and gutter
will be no additional payment for substituting borrow for excavated turf and topsoil. resurfacing build-up Is 3'or more
3.Special attention is to be directed at achieving the required Drop-Off at the edge of pavement,
within the dimension range shown.
0.Activities such as clearirt, radi .and excavating that will disturb one or more acres of land A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER WIDENING.
9 9 n� 9 DETAILS ARE TO BE SHOWN IN THE PLANS.
require coverage under the Generic Permit for Stormwater Discharge from.Large and Small
Construction Activities from the Florida Department of Environmental Protection,and implementation
of appropriate pollution prevention measures to minlmfze erosion and sedimentation and properly
manage stormwater.
S.Turf Establishment:
$ A.Wildflowers destroyed by shoulder sodding and turf operations are to be reestablished under
the seeding rates prescribed for permanent wildflower#2 Group shown by table on Index 570-00I.
B.Establish turf 1n accordance with Specification 570.
C
LAST ZO DESCRIPTION:
REVISION F® FY 2019-20 SHOULDER S ODDIING AND INDEX SHEET
n/01118 �� STANDARD PLANS TURF ON EXIISTIING FACILITIES 570-010 1 of I
_ Offset zone:
a.Behind an existing barrier,
/ 71; 11lfA
b.More than 7 behind the curb,
Work Area c.15 or more from the edge of travel way.
GENERAL NOTES
1.if the work operation(excluding establishing and terminating the work area)
requires that two or more work vehicles cross the offset zone in any one hour,
traffic control will be in conformance with Index 102-602.
2.No special signing is required.
3.When a side road Intersects the highway within the work area,additional TTC
devices shall be placed in accordance with other applicable rC7 indexes.
SYMBOLS
4.when construction activities encroach on a sidewalk refer to Index 102-660. CONDITIONS
® work Area WHERE ANY VEHICLE,EOUIPMENT,
5.for general TCZ requirements and additional Information,refer to Index 102-600. WORKERS AND THEIR ACTIVITIES
Lane Identification+Direction of Traffic ARE BEHIND AN EXISTING BARRIER,
MORE THAN 2'BEHIND THE CURB,
OR 15,OR MORE FROM THE EDGE
OF TRAVEL WAY.
a
SST DESCRIPTION, FY 2019-20 INDEX SHEET
REvrsroN = FDDT TWO-LANE, TWO-WAY, WORK OUTSIDE SH ULDER
11101117 . O STANDARD PLANS 702-601 1 of 1
ROAD
WORK
=INDI AHEAD
i
I A
i
[h Ch . . . . . . . . . . Lb
■ — / /
I I 8 ■ Tape+'Length=;',L Vlork Area
See Table 11 --L END
Table !1
ROAD ROAD N)oRK Taper Length - Shoulder
WORK Device Spacing-Taper Device Spacing-Tangent Soo,
AHEAD / r--See Table i See Table I y31_(ft)
SPEEDING FINES i11 Speed Notes !
GGURLEG (mph) 8' 10' 1Z
tmEN WGRMERS �'�,yy I SNdr. Shldr. Shfdr.
PRESENT —
25 28 35 42
_ Table 1 30 40 50 60
_ Device Spacin 35 55 '68 82 60
Max.Distance Between Devices(ft.) 40 72 90 107 1 I
Speed Cones or Type I or Type I1 45 120 150 180 'I
Barricades or Vertical
(mph) I Tubular Markers 50 133 167 200
DISTANCE BETWEEN SIGNS Panels or Drums
Spacing(ft.) j Taper Tangent Taper Tangent i 55 147 J83 22(1
Speed A B 25 25 50 25 50 60 160 200 240 L=WS
40 mph or less 200 200 25 50 30 50 GS 173 217 260
45 mph 350 350 50 to 70 1 25 50 50 100 70 Ie7 -1 280
50 mph or greater 500 1 500
"Midway between signs. 8' minimum shoulder width
YL= Length of shoulder taper in feet
SYMBOLS GENERAL NOTES DURATION NOTES W= Width of total shoulder in feet
(combined paved and unpaved width)
Work Area 1.When four or more work vehicles enter the through traffic lanes in a one hour 1.Signs and channelizing devices may be omitted if all of the
period or less(excluding establishing and terminating the work area),the advanced following conditions are met: S= Posted speed limit(mph)
■ Channelizing Device(See Index 102-600) FLAG6ER sign shall be substituted for the WORKERS sign.For location of flaggers a.Work operations are 60 minutes or less.
and FLOGGER signs,see Index 102-603. b.Vehicles In the work area have high-intensity,rotating,
flashing,oscillating,of strobe lights operating.
[� Work Zone Sign 2.SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only
on the side where the shoulder work is being performed.
e� Lane Identification+Direction 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.
CONDITIONS
3 4.For general TCZ requirements and additional information,refer to Index 102-600. WHERE ANY VEHICLE,EOUIPMENT,
a
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15'BUT NOT CLOSER THAN
Z TO THE EDGE OF TRAVEL WAY.
R
LAST IZI DESCRIPTION:
REVISION ,On FY 2019-20 INDEX SHEET
11/o1/n F� STANDARD PLANS TWO-LANE, TWO-WAY, WORK ON SHOUL DER
102-602 1 of]
EE ROAD
AH RK PREPARED WO
TO SSOP
Buffer AHEAD
Space C 8 A
I
I 41 4
- Wark Are -—
b
Qr D Buffer EE ROAD
A ` B C space ! PREPARED WORK
n TO STOP AHEAD
ROAD Buffer
V40 K PtiEPEAR[D h , TWO-LANE, TWO-WAY space C e A
AHEAD iOSTOP 11
r I
41 41 43
ca a
BUFFER SPACE / 41 41 41
Median Work Area
Speed Dist. D (p
(mph). (ft.)
]5 155 —
30 200
35 250 m A iD B D C -Buffer
�To�EsAEto REPD \
S
40 305 pace
45 60
50 ROAD
5706 E
MULTILANES DISTANCE BETWEEN SIGNS GENERAL NOTES
Speed Spacing(f[.1 1.This Index does not apply to limited access facilities.
(mph) A 8 C
46 or less ._L._200 200 200 2.When a side road Intersects the highway within the TTC zone,additional TTC devices shall be placed In
SYMBOLS 45 1350 350 350 accordance with applicable TCZ Indexes.
50 or greater 500 500 500
3.Traffic volume or complexity o/the roadway may dictate additional devices,signs,flagmen and/or a traffic '
Work Area control officer.
4.The buffer space may be omitted if there are no sight obstructions to vehicles approaching the
Work Zone Sign - Flagger/Officer for distance equal to the buffer space.
�-' Flagger 5.A Flagger may be substituted for a Traffic Control Officer and the BE PREPARED TO STOP sign may be
h omitted,when the following conditions are met:
�`vSy Traffic Control Officer a.Speed limit is 45 mph or less.
b.No sight obstructions to vehicles approaching the Flagger/Officer for a distance equal to the buffer space.
b Lane Identification+Direction of Traffic C.
vehicles in the work area have high-intensity,rotating,flashing,oscillating,or strobe lights operating.
CONDITIONS
5 6.On undivided highways the median sign as shown are to he omitted. PLANNED CLOSURE NOT
EXCEEDING 5 MINUTES.
7.For general TCZ requirements and additional information refer to Index 102-600.
0
EAST jlt�PESCR[PrION; FY 2079-20 EX SHEET
REVISION ° FDOT TEMPORARY ROAD CLOSURE b MINUTES OR LESS
11/O7/17 � �- STANDARD PLANS T,07625� I of 1
SYMBOLS GENERAL NOTES:
® 1.When encroaching work requires a sidewalk closure for 60 6.Provide a cross-slope with a maximum value of 0.02 for all temporary walkways.
Work Area minutes or greater,provide an alternate pedestrian route.
■ Channelizing Device 7.Maintain temporary walkway surfaces and ramps that are stable,firm,slip-resistant,
2.For spacing of vehicular Channelizing Devices,see applicable and free of any obstructions or hazards such as holes,debris,mud,construction
Work Zone Sign vehicular temporary traffic control Indexes. equipment,and stored material.
CR Required Le For Either Temporary
Or Permanentt Curb Ramps. 3.Cover or deactivate pedestrian traffic signal displays)controlling 8.Remove temporary walkways immediately after reopening of the sidewalk,unless
Curb
closed crosswafks, otherwise noted in the plans.
b Lane identification+Direction of Traffic
Pedestrian Longitudinal Channeltzing Device(LCD1 with 4.For post mounted signs located near or adjacent to a sidewalk, 9.Meet the requirements of Index 521-002 for temporary curb ramps.
Mounted Work Zane Sign or separate Work Zone Sign maintain a minimum 7'clearance from the bottom of the sign
panel to the surface of the sidewalk. 10.Place pedestrian longitudinal channelizing device(s)across the full width of the
h-� Pedestrian Longitudinal Channelizing Device(LCD) closed sidewalk.For temporary walkways,similar to the Sidewalk Diversion,
5.Provide a S wide temporary walkway.except where space restrictions place LCDs to delineate both sides of the temporary walkway.
® Temporary Sidewalk warrant a minimum width of 7.Provide a S x 5'passing space for
temporary walkways less than S in width at intervals not to 11,For sidewalk diversions,ensure that there is sufficient R/W for placement of
exceed 209. temporary sidewalk and pedestrian longitudinal channelizing devices.
I!
b _ �°1 ► b 4 CR d 4
DEfOM
1ga3sozoarsn�Dls � i anntar,
03SO10 I DErouR I I ��" -� kRWaLs3aaa
is Q N1ft301S s
I� `L � d+ I ROAD � I 035010
<o � WORIc N1tlM301S
i I �LU
L o
� I I SIDEWALK
CLOSED pmESTRgg1
C� a I I � try—� 1 WALKWAY
21
ll
I DETOUR
4 SIDEWf=aO► arml3O J't I 7
E-0
J � WWK WO�RI('6s:1 AHEAD AHEAD
I I
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
PEDESTRIAN DETOUR
C
LAST 1411 DESCRIPTION:
REVlSfON FY 2019-20 INDEX SHEET
Il/"5'0 W F � STANDARD PLANS PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS
m 102-660 i of 1
TARPON SPRINGS TO ZEPHYRHILLS E 8
512 2ND STREET ZEPHYRHILLS, FL 33542
PLANS FOR PROPOSED PROJECT:
FIBER OPTIC INSTALLATION
MARCH 25TH,2020
NOTE:THE LOCATION OF UNDERGROUND
UTILITIES HAVE NOT BEEN BY
JOB INFORMATION THE OWNER OR ITS REPRESENTAETIVE
THE CONTRACTOR IS RESPONSIBLE FOR
HAVING ALL UNDERGROUND UTILITIES
APPROVED: LOCATED WITHIN THE LIMITS OF
CONSTRUCTION.
DATE: 0
JOB# N/A
CONTACT LIST
UNDERGROUND: EST-34T/ACT- PROJECT MANAGER: JOHN MICHAEL HALLEY-(251)753-8695
AERIAL: NIA ENGINEER: DAVID KOLANEK-(989)482-8738
TOTAL FIBER: EST.-493'/ACT.- southern
PROJECT CONTACT: CARA CURTIS-(251)445-1858
ATTENTION PERMITTING DEPARTMENT
[l*ght DIRECTORY
VICINITY MAP DWG.NAME DESCRIPTION AS-BUIL
AERIALFIBER LEGEND REFERENCE
UNDERGROUND FIBER 3/24120 PAGE 1 UNDERGROUND-ALONG 2ND ST
— — — EXISTING
IN NORTH ZEPHYRHILLS PROJECT LOCATION
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S SOUTH ZEPHYRHILLS
SPEED PULL FIBER
LONR' i EST=493'
30 ACT-0
DIR.BORE 1.2.27"
EST=343'
ACT=0
FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102-602,SHEET 1 OF 1
I I I I
f I t 1 I
f I
ROW
EOP
EOP
I Q
I H _ t � C/L
EOP
® ROW
FP,H.H.
DIW ROW TO EOP I I I 40"x28"46"
38116 ��. I I DIW I I 150'SLACK
512 I I RHO
9Q:II OF
HORS
1.2.27"7-WAY MICRO
EST=343' Z
ACT=0 � FISER
288et FIBER 7 " CABLE
EST=493' -U7'
ACT=0 HDPE
w 0
0 0 °s
w n n m
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w Q
m cou c p �w wa
+ v +
0 0.
1' �•
2' 2•
3' 3•
4, BELOW G DE RO OS H PE B LO G DE —
_ 4'
S. g
6' S•
T T
8' g•
9'DEPTH TO BE A MINIMUM OF 38'BELOW GRADE 9'
GRAPHIC SCALE ALL ON%0YLofAnUNa StBLE OR APPRDKwNG. rargm,rne000aon ® southern light
NOTE: CDNiRACiORtlgE9PEHF.H'. LOCATING. i0 WP � =mwi0m1{{
-tm 0 50 Pawaro Aen vrorix PERFORHLo. A�®r noc a r 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. nvmoR.mnAmror r.. .�
CONTACT IiOUTNERN IIGNF.ZS1EGt-ttia RW.lyd .1Krm�, ew,wo �,t"..—w""a. ZEPHYRKILLS,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. a� Runs sal s.t;� '`�qa a N/A Dare 3/24/20
SOUTHERN LIGHT WILL MAINTAIN Ir FROM EXISTING UTILITIES. ( IN FEET ) WMREF: N/A DC D.KDIANEK d4wNB/. D.KmANIX
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 fL ROU ESO EM: N A sRmvo N 4 m�q0 PAGE t