HomeMy WebLinkAbout20-197 City of Zephyrhilis PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGC-000197-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 06/03/2020
•
Permit Type: Building General (Commercial)
Property Number I Street Address
lous See Description E 0226210020399000000 12Th St&North Ave&H
Owner Information Permit Information Contractor Information
Name: Permit Type:Building General(Commercial) Contractor: CREEK ENTERPRISES INC
Class of Work:Right of Way Temporary Use
Address: Building Valuation:
Electrical Valuation: (C)
Phone: Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$0.00
Total Fees:
Amount Paid:
Date Paid:
jProject Description
I MISCELLANEOUS DESCRIPTION 12TH ST-FEE WAIVED
jApplication Fees
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 653.80(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
c R SIGNATURE
PE IT OFFICE
PI C)
PER I RES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
J
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 VERIFIED BY
JOB INFORMATION THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR
HAVING ALL UNDERGROUND UTILITIES
APPROVED: LOCATED WITHIN THE LIMITS OF
CONSTRUCTION.
DATE:
JOB# N/A 0
CONTACT LIST
UNDERGROUND: EST-2,694'/ACT-
southern PROJECT MANAGER: JOHDAVI MOO A E -(989)482-6 8 8695
AERIAL: NIA ENGINEER: DAVID KOLANEK-(989)482-8738
TOTAL FIBER: EST.-3,144'/ACT.- PROJECT CONTACT: CARA CURTIS-(251)445-1858
1 ATTENTION PERMITTING DEPARTMENT
VICINITY MAP DIRECTORY
DWG.NAME DESCRIPTION AS-BUIL
AERIAL FIBER LEGEND REFERENCE
UNDERGROUND FIBER
32420 PAGE IS UNDERGROUND-ALONG I2TH ST
EXISTING
'N NORTH ZEPHYRHILLS - 32420 PAGE 16 UNDERGROUND-ALON012TH ST
END ' ^°p PROJECT LOCATION 324120 PAGE18 UNDERGROUND-ACROSS THST
12THS
312420 PAGE 18 UNDERGROUND-ACROSS 12TH ST
32420 PAGE19 UNDERGROUND-ALONG 12TH 5T
vi r o"P'v' 3,2420 PAGE20 UNDERGROUND-ALONG I2TH ST
r ' r us ar'.nanwrf W4120 PAGE 21 UNDERGROUND-ALONG 12TH ST
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IS SOUTH ZEPHYRHILLS ME LOCATION:Ia%
CITY OF ZEPHYRHILLS-BUILDING D.EPAR
RIGHT-OF-WAY USE PERMIT
DATE: PERMl #:
No construction under ground or above ground of any facility shall be accomplished on any City Righ 0g of Way without wn approval from the City Building
Department. Any application.for approval of construction.operations on any City,owned Rights of.Ways all fumis etailed drawing showing the complete
scope of the proposed work,in triplicate to the office of the Building Official for approval prior to the commencement of any work. A copy of this permit is to be kept
readily available at the site of the work at all times. ( ?
PARCEL ID#: �d." ��4 t.1
I., �` � 00^�.-CITY ROAD I'V"
LOCATIO Le al Des
pription : ff �t ` 1 [n,
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Permission is hereby granted to id ht�_ �A 1.�.
For the construction and maintenance of:
r r
•al '� �06� o��c. .. �rtL}�lefni>r� ..lie. . ,r �44 taZ;:osS
C ��i�
Subject to the following conditions:.
1. The construction_and maintenance of such utility shall not interfere with the property and rights of a prior occupant.
2. All work shall be done in keeping.*h the standards of the City Streets Department and under the supervision of the City Building Official,who Will
be notified at least one day prior to commencement-of construction:
3. All materials and equipment shallbe subject to Tispection by the City Building Official.
4. During construction all safety regulations of the Department of Transportation-shall be observed and the-City shall 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????
5. 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 such depth as may be specified by the City Building Official.
7. The sketch covering the details of this.installation shall be made a part of this permit. This permit is granted with the understanding that the applicant
has notified all other utility users in 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. It is expressly 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 operate to create or to.vest any property right in said.holder.
9. Whenever the City decides to,further exploit the City Rights of Way,any,or all said poles,wires,pipes,,cables,or other facilities and appurtenances
authorized hereunder,shall be immediately removed from said Rights of Way;or reset or relocated thereon as required by the City Building Official
at the expense of the holder of this permit.
16. The holder shall save and keep the City harmless from any and all damages,claims; or injuries that may occur by reason of the construction,
maintenance,and operation of said facility.
1.1. The holder shall 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 expiration.date of this'permit,the City shall'have the-right to complete such work and to charge the holder of the permit for all
costs Incurred in completed said work.
12. The holder shall post a cash or surety:bond withthe City Manager in thesum of$ dollars to guarantee performance of the obligations
herein, and to guarantee maintenance of the right-of-way described herein for a period of one(1)year following completion of the requested
installation. In.the event.a surety bond is posted,the surety bond shall be made payable to the City and shall obligate the surety to hold the City
harmless in-the event the holder of this permit should fail to.meet any of its obligations hereunder. The bond shall also Indemnify the City for all
court costs and reasonable attorneys fees in the event legal action is required to collect on said bond.
SUBMITTED BY:
(PERMITTEE) '
Signature&Title
Address 5,�. d,2
APPROVED BY:
CITY OF ZEPHYRHILLS
Utilities Supervisor Date ✓r' T,�i�LO�.
Public Works Date LZM -rzq� /r rio o oFi e 07r,RF-s®0 4LC D rS7 05A0;,f,<6*f
Building Dept Date
City Manager Date
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VICINITY MAP
1 NORTH ZEPHYRHILLS
IN
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tJo[t3.Ave Noith Ave No,11%A,.i•
S SOUTH ZEPHYRHILLS
PULL FIBER
SPEED EST=609'
LIMB ACT=0
30
DIR.BORE 1.2.27'
EST=609'
ACT=0
FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102-602,SHEET 1 OF 1
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P
do
Row__-J
EDP DIW kV� I
DIW 6015 DIW E - �r I
CIL` --`_-� 6025 --- �'---- -- ------�
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ROW` z 12TH ST — F
-- 1 r CIL
rm
ERR
IRW
__ ROW
81
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»VIEW OF BORE 0 ��,
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L ww w w w� w�
Z I �tG M1 00 0 M 0zo =z 0ox f-u
FIBER LU -�\ mm xxg F _Z�yp� ZCABL w appm2
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1' 1'
2' 2-
3- 3'
4' BE O G DE RO'OS JD HOPE EL W RA E 3'
5' S'
6' 6'
7' 7'
9' S'
9' 9'
DEPTH TO BE A MINIMUM OF 36'BELOW GRADE GRAPHIC SCALE
ALL IffILRY LOCA710N98NOWN ARE APPRO%INATE YT•ILTY,rl10 rLOma
CONTRACTORMRESPONSIDLEFGRAMLOCATINO, r1�,�A,O OVIL IDt ® soot southern t°��"III
NOTE:' _� ■u m m m vrr®
0 60 pRroa TO ANY WORK pERioRYED, u®o�r%xo,t n r 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES.AN.EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION: ZEPNYRNILLS,FL
m e BruE F 1 50 aa.RO: N/A w e aLLS 20
FL
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) INDE%RU.: N/A M- D.KOLANEK DR BY: O.KOLANEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 It ROIRESCH M NIA IMCEM0. N/A uh Na PAGE 15
PULL FIBER
SPEED EST=631'
LIMIT ACT=0
30
DIR.BORE 1.2.27"
EST=631•
ACT=0
FOR TRAFFIC CONTROL: _
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102-602,SHEET 1 OF 1
I DIW DIW
3849 38432 '
.....,.•r•:...::ROW
ROW ----------- ------ - ------------------ -- EE
EDP
' — — — — — 12TH sr
Ca
EDP
ROW Iw� a ----- --- -- --- -� -----� -- -- --- ---- 1 a DIW —ROW
1 e 6216 D
Q DNII 6200 ROW TO EDP 6220
W 1-2.27"7-WAY MICRO
wEST=631' CZ- END YDDI OF BOBS
u ACT-0
R
k
28Bet FIBER
EST=631'
I,L ACT=0' �� z
0 w QS S $' 0Q0 ag10f�zz QW n FIBERO CO m W ao .Ka ABLEa
a w.w -2.2 T
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r 1.
z 2'
3' 3'
4• B O G DE PR Pp ED DP ELO G D 4,
S' 6'
6' 6'
7' 7'
8' ]ERE
8'
9' 9'
DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALLUTIT WCAMONS SHOM ARE APPROM"TE. ruunr ne mamr
MU MCTORBRESPORSIBIEFORAIL O TM. • ��•�� ® southern light
NOTE: -50 D 50 PRIORTD ANY WORKPERFORUM n ®M wD�c pt®r 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. C—CT BODTNERN uoxr:231�sa1na f, •,WI� 10+6: �w."' ��AL A+— — ZEPHYRHILL6,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. vmmrs scuE F" T6 I.80 i 4 PRDJ I 1� N/A MIE 3/24/20
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) INMREF, N/A FNG D.KOLANEK DR4W m D.KOLANEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch= 50 fL RC Sclim N/A I SP=DWG, N A m%.N¢ PAGE 18
PULL FIBER
SPEED EST=248'
LIMIT ACT=0
30 DUL BORE I.2.27"
EST=98'
ACT.0
FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
�1% INDEX 102-602,SHEET 1 OF 1
�1
b
ROppr--RpOWT
�OG� `� _ FOG
F J 0 r 12TH ST F G
EOP 1 EOP ^
i
ROW— I I ' -- --- ROW
1 ]
PL H.H.
al, ROW TO OP 1 150, LACK
-I 150'SLACK
1-2.27"7-WAY MICR
EST=9B' END YIEB OF BORE
ACT 0
�w, w w w 288Ot FIBER .
0 0� p EST=248'
_ p;0a xo ACT=0 Z
Q wwZC = i+a FIBER
uffffp=�I�y a HDPE+
m 3tO''OOO7cOAU]MD 0 ga
Fat RE
+
A PaRLM
0a OWI=I Ol=fOaOpJ A q
1' 1'
2' 2'
3' 3'
B O O DE
4' PR PO D DP 4'
5' S
6' 6'
7' 7'
8' 8'
9'DEPTH TO BE A MINIMUM IF 36"BELOW GRADE GRAPHIC SCALE 9•
ALL pTILI]Y LOCATION88XBLE FOR APPROXIMATE •.��.,� ® southern light ,�.�,o Il
CON]NACIOR B REBP PERFORMED. LL LOCATMG, �fMfsOH IfO 4WL N>f
NOTE: _6p p 50 pR DR TO ANY WORK PERFORMED. rPRA rdm mom®
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. ,"�'A°`D m®D 512 2ND STREET
CONTACi6011THeRN IION]:x61.68x•tt]a eg�q•vOK tms�f,. xaw�tdm tmb,n arum"fw.«r�. ZEPHYRHILLS,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION, w e REVM9 Sale ws 1 30 PRo W- K/A� MTE 3/24/20
SOUTHERN LIGHT WILL MAINTAIN 78 FROM EXISTING UTILITIES. IN FEET) MDEX EF N/A
ERc D.KOLANEK DPAMRY: D.KOLANEK
NO BACK REAMER REQUIRED DUE TO SIZE OF V'BIT. I inch = 50 fL RDOIESCHM N/A sRX EDAG N A mNO PAGE 17
PULL FIBER
SPEED EST=206•
LIMIT ACT=O
30 DIR.BORE 2.1.25"
EST=56'
ACT=0
FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102-602,SHEET 1 OF 1
�z
DW
P
I❑
622
6220 1y
r
1
I 1-227"7-WAY MICRO
L EST
ACT=0
{ 288ct FIBER
V EST=206'
HENRY R i ` ACT=0
i�
END VI9W OF BORE
1 { 40 x28"x36' F FIBER
^fI t I 150'SLACK CABLE
HDPPPE
D,
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In
O a o.O t♦° -0
'Y m�
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2' 2'
3-
3'
4' 8 KO GI ADd4•
PR PO ED DP
5' S.
6' 6'
T 7'
8' 8'
9' 9'
DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE FA, U7DITY-cAnoxs.H.MAREAPPRolI MM ATm—Wa Dmm
NOTE: -50 D 5D `anwRTOCANVWOW(PoERfO M D.RALLlDGi1NG immoOOo mm ® southern ligh 1�9�11@®1811
a om w woE a■ 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. COWACTSOMERRUGM..-no d��y��D '.,; m','.' ZFPwrM"S,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. Mm REY6pNS srA E .�E 1:50�• PROl NW N/A� DATE 3/24/20
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET) DA WEF, x/A ELU D.KOUM DRA"W'. D.KOLAMEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 Inch = 50 fL RDV EST— x A v=m,E w A Imm PACE Ie
PULL FIBER
SPEED EST=613'
LIMIT ACT=0
30
DIR.BORE 2-1.25"
EST=613'
ACT=0
_ FOR TRAFFIC CONTROL:
SEE FOOT 2019 DESIGN STANDARDS
INDEX 102.602,SHEET 1 OF 1
J
1-2.27"7 WAY MICRO \ ��
EST=613'
ACT=0 �=
N
288ct FIBER r,` •'(�
1 EST=673'
ACT-0
V_
g0"x26"x36" ROW TO EDP 38203
LACK
Itow
E
FOG
S\� Z 12TH STEgG
(,
44 W
ROW—�— PL.H. __DIW
40"3128"K36" DIW IW DIW 6316
150'SLACK 6244 2 6312
END V19W OF Hors
FIBER
�lV \ CABLE
c7 CIll -227'
< Q W
HOPE
W O C. O W
D7 V N r
q A
i � + O N
OI C
0' O•
1' 1'
2' 2'
3' B LO G D RO OS O H PE EL W RA E 3.
4' 4'
5, 5.
6' 6'
7' 7'
8' 8'
9' 9'
DEPTH TO BE A MINIMUM OF 38"BELOW GRADE GRAPHIC SCALE
ALL UTILITY lAGT0N98NOWNAREAPPR0IRL1AlE MRBRIY•pll®IdNIM •
NOTE: _� D c0WRACTcRISRESPDNSIRLEFORALLLOCA1w0. ��w ® southern fight
PRK)R.CANY WORK PERFORMED. p ppp®p mlL 0�p 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. cONTAcrsomERNucxr:u+ssxn+TP °O®O b,s, s R�;�.,'"�• ZEPHYRHILLS,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION, Dare RPswLa swE r, c 1:50iwo�•PRDLNO.'"c N/A wre s/:s/zD
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET) "um. N/A ENG D.KOLANEK MUM 0.KOIAHEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 ft ROIRESC , N/A MICEo - N/A UNGKo PAGE 19
PULL FIBER
SPEED EST=559'
LIMIT ACT=0 -
30 DIR.BORE 1.2.27"
EST=559'
ACT=0
FOR TRAFFIC CONTROL:
SEE FDOT 2019 DESIGN STANDARDS
INDEX 102-602,SHEET 1 OF 1
1-2.27"7-WAY MICRO
\\ EST=559'
[aV ACT=0 fl
288ct FIBER , �C
EST=559'
DIW DNV ACT=0 V
e 38203 38203
ROW TO EDP
ID
FOG EOP
FOG
J 12TH ST ,
EOG r 4 p0�
ROW -- -- -- -- -- -- -- EROW
I 6350 6400 DNV 640 640 DNV END VIM OF BORE
00 6 41 \ D F wl 6416
38522 2
CAB
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Oa a O
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z f O w e Ei a
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IT
0 00
0 0.
1' 1'
2' 2'
3' 3'
4' BELOIA G DE PS ODD LED HD ELO G D 4
s s
6'
9'
fi'
T �•
8' 8'
9'DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALLUT LACA= allOWNAREAPPROIUMATF f M—r
ONTAIICTORI9REEPONSIBLE FORALL IOCATN4 a1
TRs om�ar I•
CWRWt Y01 southern
O 60 PRIORTOANYWORK PERFORMED. r N4��•
NOTE: -60
a®®r noc a r 512 2ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. caNTAcraauTHERN uaxT:a9t�azttTD �R ,ms F, 4`i'o� mm.n•Sum ww�ecw. 2EPHYRHI",FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. 61TE: REMswNs swE �`_ 1 90 P OLNO: N/A WE: 3/24/20
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET) WE REF.: N/A ENO: 0.KOtANEK oRnwN 9Y: a KOWIDf
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I Inch = 50 ft. RWIE SO BI: N A SPNCEDAro: N/A DAn Ro: PAGE 20
PULL FIBER
SPEED EST=278'
UMR ACT=0
30 DIR.BORE 1.2.27• /
EST=128'
ACT=0
1.2.27.7-WAY MICRO
EST=128'
ACT=0
288ct FIBER FOR TRAFFIC CONTROL:
EST=278' SEE FOOT 2019 DESIGN STANDARDS
ACT=0 INDEX 102-602,SHEET 1 OF 1
1I I 1
40"H.H.
ROWT EOP 40"t[2LACK
t y 1S0'SLACK
ROW-.-... ..:.—5.
Ep � yy
FOG t EOP
FOG
12TF38522 �
< END VIEW OF BORE
F N POP
At
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2
ROW OROWCCARBLNE
-227•
I HOPE
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3! J
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G' 0•
i' m i
z 2'
3' 3'
B O O DE PF OPE BED HDI E
4' 4'
S' S.
6 6'
7' tt
7'
8' B'
9'DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE 9'
ALL UTILGYLOG RE21MSNOWHAR ALL W ATING. mid N1My ® southere>t light t��to@�`I
CRORA AWW RKPONSI Rmw.ALL LOCATING, r+60L 40 NOTE: _10 0 60 pRpR TO ANY WORK PERFORMED. q®p®■—qK 5122ND STREET
SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. cpxrAcrsopmERNuaHr:ss+�ea„TG Am�mw,mm�ra�r °^^ '° "•.v" °°'"°'
LLS,FL
AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. er,.a..uyn CALF mb+.sam t°P•wew. xv•. n"« ZEPHVRHI/24/20
SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET bTe "E"GGNs INM 1 S0 PRGJ.Na: N/A M y/2s/20
INDENR6.: N/A ENG: D.KOUNEK GMWNBv: D.KOLANEK
NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 60 11 ROOIESOM, N/A SPUCEMG: N A DWGAV PAGE 21
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Loc I i I I I t I LOC t1 I I ! II �� Ir i-�0e I I i i i I I Wildflower Group#2
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= Turf(To Limit o/Construction)
U/ I ❑ _ pp I 11 1
IL!!' ❑2 t y I Q I I I 1 V I V 'tiy Q I Q I I� iI I (� ! �} I�Or Sod Q j Q I I 4! SCG Selective Clearing And Grubbing
OG
LOC Limits Of Construction
Turf
UNDIVIDED FLUSH SHOULDER UNDIVIDED CURBED DIVIDED CURBED
WILDFLOWER SEEDING RATES
Common Name (Botanical Name) Ibs/a
OI Groua
Black-Eyed Susan (Rudbeckia hirta) 2 GENERAL NOTES SEEDING ZONES
Lance-Leaf Tickseed (Coreopsts lanceolate) 10
Goldenmane Tickseed (Coreopsts basolls) 10 1.All turf establishment shall be performed meeting the requirements of Specification 570.
Leavenworth's Tickseed (Coreopsis leavenworthil) 10
Wheel (Galllardl a Dul chellal 10 2.Activities such as clearing,grading,and excavating that wf11 disturb one or more acres of land require Zone!
Fire
Fire le Coneflower (Rudbeckl a mol I i s) 2 coverage under the Generic Permit for 5tormwater Discharge from Large and Small Construction
SoltActivities from the Florida Department of Environmental Protection,and implementation of appropriate
Crimson Clover (Trifollum lncarnatum) 75 pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater. 4
42 Group
Annual Phlox (Phlox drummondii) 10 3.Confirm compatibility of wildflower with Seeding Zones.
Zon:e I7
Moss Verbena (Verbena [enui sects) 6
Leavenworth's Tickseed (Coreopsis leavemvorthii) 10
Fire Wheel (Gaillardia pulchella) 10
Crimson Clover (Trlfollum incarnatum) IS ~
Note:'Wild1lower seeding rates are for restoring
impacted wildflower areas.
1-AST 2O DESCRIPTION:
REVISION h FY 2019-20 INDEX SHEET
FDOT PERMANENT EROSH CONT�tOL
11101117 W ,a STANDARD PLANS 570-001 1 of 2
a
Low Point Of Sag
Sod To Toe Of Front Slope When
Algebraic Difference In Roadway Sodding(Overlapped)See
Grades Exceeds 4% Overlapped Sod Flume(Below) Shoulder Point
(Both Sides) (Both Sides)
tOd Mln. i J00 Min. ID� ^Shoulder Point
_31'Sod Strip / J ! S Shoulder Pavement
Shoulder Point J See Table Belo. _
Shoulder Point —————--—- — — ——— ———— 1gQ For Application 1BD 1
sB " RURAL UNDIVIDED za
Sodding(Overlapped)See Use 5'Shoulder Pavement And 32'Sod
Overlapped Sod Flume Strip When Negative Grade Intersects _ `
(Below)(Both Sides Positive Grade And Algebraic Difference In Shoulder Point shoulder Pavem nt
) Low Point I -- --_ ��
g
Sod To Toe Of Front Slope When
Of Sag G.. SD- Roadway Grades Is 2%Or Greater: When `
/ i
Afgebrai[Difference In Roadway Grades Is i
Algebraic Difference In Roadway A i �,,, 4'Shoulder avement-See Table eeiory For Application,
Between t%6 2%Use 32'Sod Strip Only
Grades Exceeds d% Same Applies To Low Side On Outside Edge Of Pavement
(Both Sides)r——100'Min. IOU Min ———�Shoulder Point ___For Facilities With Unpaved Shoulders
Shoulder Pavement
« , OB y (See Notation Above l 30p-`= I
Shoulder Pavement �
t z�'
In Absence Of Shoulder Pavement On Existing _
B� Divided Roadways,Construct Shoulder Pavement _7l�
Same As Above i ~I
' r' RURAL DIVIDED0.
0. Shoulder Pavement
Shoulder Point
Shoulder Point CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES
t Design Speed
(mph) Degree Of Curve
5Q* Note:
30 70 Or Greater Shoulder Pavement is required on all curves
B 40 5°Or Greater
y� meeting the criteria tabulated. For curves
50 4°Or Greater not meeting the criteria,shoulders are to
60 3°Or Greater be paved where erosion of the shoulder Is
5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 65 3°Or Greater
I evident or anticipated-
SHOULDER
1°Or Greater
-Raadway ,, �Sod�Sodding(Overlapped) �
i SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS
Shoulder Point Temporary Berm
SECTION AA
(Symmetrical About rL) }----10, 25%Lap
Turf 5'Shoulder Pavement Or 3Z' 1 0.5'
-� Sod Strip(See Notation Above)
L Roadway [Sod 1 Sodding!Overlapped) .�
'L I Staggered Joints Between NOTES
1 Upper And Lower Layers
1. These treatments are applicable to new construction,reconstruction and RRR
TRANSVERSE SECTION LONGITUDINAL SECTION projects. Project requirements for shoulder pavement and sodding that exceed
Shoulder Polnt:- 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)
SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES 3. All front slopes steeper than lea are to be sodded.
TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING
LAST JZ�O DESCRIPTION: FY 2079-20 INDEX SHEET
REVISIONFOOT' PERMANENT EROSION CONTROL
11101177 STANDARD PLANS 570-001 2 Of 2
7-8"See Pattern Detail l. TREATMENT I TREATMENT 11
Drop-Off(%'Min.,1"Max.)
Edge Of Any Existing
I�Drop-Off(K°Min.,1'Max.) Width Called For In The Plans(Shoulder Width Plus 7 Min.)
Less Than 3'overlay I { I Or New Pavement �_
/ /--Backfill(Excavated Turf and Topsoil) 1, r 7-8'See Pattern Detail
J /�i l 3"Or More Overlay i f
___ —}—i--y Sod(Avg,Depth IiV)
Turf Varies.7 Min.
Sod(Avg.Depth I )
(Depending on ___asphalt overlay depth may require
trenching or borrow under sod to attain the 11 __[—— 12=vated
Salvaged Turf And Topsoil Excavated Turf And Topsoil
drop at the edge of pavement.) —_ (Gap Fori rainage)
`mg Turf And Topsoil To Be And Replaced With Borrow i
COMPLETED SHOULDER
CRITERIA FOR USING TREATMENT I J `—
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 Shah Be
Placed
W)th Staggered
Transverse Joints
1,-0'
` Drop-Off IV"Min.,I"Max.)
r Width Called For In The Plans(Shoulder Width Plus 7 Min.)
Edge Of Any Exlsting
—� tI•--
Edge 0/Pavement Pavement Z-B"See Pattern Detail
Or New
PLAN VIEW 3'Or More Over'- it^—
PATTERN DETAIL Sod(Avg.Depth 1Vi)
Turf ._ Varies.7 Min.
I-
--�� Borrow
GENERAL NOTES Mix To Depth Indicated \
I. Treatment 1: In Specifications Or Plans \\
If trenching under sod is necessary areas
as at t the required Dropm,. excavated topsoil n Is
to 6e 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 If:
CRITERIA FOR USING TREATMENT It
A.Borrow must meet the requirements for a'SelecV material in accordance with Index 120-001
and Spec/llcatlon 120. Pro)ec[__
is resurfacing or construction of shoulder pavement
B.Borrow may be used in lieu of excavated turf and topsoil when economically feasible. There !s 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.
6.Activities such as clearing,grading,and excavating that will disturb one or more acres of land A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER WIDENING.
g g DETAILS ARE TO BE SHOWN IN THE PLANS.
require coverage under the the F c Permit for StormwaterEnv Discharge from Large and Small
Construction Activities/rpm the Florida Department of a erosion
and Protection,and implementation
m appropriate pollution prevention measures to minimize erosion and sedimentation and properly
manage stormwater.
5.Turf Establishment:
$ A.Wildflowers destroyed by shoulder sodding and turf operations are to be reestablished under
the seeding rates prescribed for permanent wildflower 02 Group shown by table on Index 570-001.
B.Establish turf In accordance with Specification 570.
L45T JDESCRIPTION:
REVISION u, FY 2019-20 SHOULDER SODDING AND INDEX SHEET
11101118 F STANDARD PLANS TURF ON EXISTING FACIILIITIIES 570-070 1 of 1
b �
Offset zone:
a.Behind an existing barrier,
b.More than Z behind the curb,
/ Y)ork Area f c.IS 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 TCZ Indexes,
SYMBOLS
4.When construction activities encroach on a sidewalk refer to Index 101-660. _ CONDITIONS
® Work Area WHERE ANY VEHICLE,EQUIPMENT/
S.For general TCZ requirements and additional information,refer to Index 102-600. WORKERS AND THEIR ACTIVITIES
a Lane Identification+Direction of Traffic ARE BEHIND AN EXISTING BARRIER,
MORE THAN 1'BEHIND THE CURB,
OR IS OR MORE FROM THE EDGE
$ OF TRAVEL WAY.
b
a
LAST IZI0 DESCRIPTION: _T
FY 2019-20 INDEX SHEE�REV15ION
,� FDOTi TWO-LANE, TWO-WAY, WORK OgTd'SIIDE SHOULDER11101117 � — STANDARD PLANS 102-601 ]Of
ROAD
WORK
END AHEAD
ROAD \\}
a G�
ll' LY ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • 1
Lb
i ■ / Vlork Area ""g _
_ A � B Taper Length=ysL
_ -- �— See Table N END Table 11
ROAD ROAD vtoRKJ Taper Length - Shoulder
WORK t. Device Spacing-Ta er Device Spacing_Tangen[ 500'
AHEAD I ---See Tablet See Tablet .Ift)
SPEEDING FINES /
Speed ( Notes
DOUBLED C (Mph) B' 10' fY
WHEN MDRKERS \ / Shfdr. 5hidr. Shldr.
PRESENT
25 28 35 42
Table 1 30 40 50 sD L=ws=
Device Spacing 35 55 68 82 60 1
Max.Distance Between Devices(ft.) 40 i 72 90 107
Speed Cones or Type I or Type 11 45 120 750 180
Barricades or Vertical
DISTANCE BETWEEN SIGNS i (mph) j Tubular Markers Panels or Drums 50 733 i 167 200
114-- 55 '47 1B3 220
Spacing(ft.) i Taper Tangent Taper Tangent i L-W5 Speed f� 60 160 200 240 A ( B 25 25 50 25 50
40 mph or less 200 200 30 to 45 25 50 30 50 GS 173 ' 217 260
45 mph 350 1 350 70 187 233 280
50 mph or greater ! 500 500 LSD to 70 ^25 50 50 100_ --j
'Midway between signs. _ 8' minimum shoulder width
;5L= 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) 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 Index 102-603. b.Vehicles in the work area have high-intensity,rotating,
flashing,oscillating,or 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.
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
4.For general TCZ requirements and additional information,refer to Index 102-600. WHERE ANY VEHICLE,EQUIPMENT,
a
WORKERS OF THEIR ACTIVITIES
_ ENCROACH THE AREA CLOSER
THAN 15'BUT NOT CLOSER THAN
Z TO THE EDGE OF TRAVEL WAY.
LAST � DESCRIPTION.REVISION FY 2019-20 IN
SHEET
�oo-r TWO-LANE, TWO-WAY, WORK ol� sa�o�DEa�
11101117 FD0 STANDARD PLANS 1 22-602 1 Of 7
e
c.
BE ROAD
PREPARED WORK
TD STOP AHEAD
Buffer
Space C B A
I
- q MIMI"
-
Bu/ter ROAD
A B C Space C - ■ \t PREPARED W11K11
ROAD Buffer
WORK PRkvaaED ` ) TWO-LANE, TWO-WAY space C B A
AHEAD TO STOP \
1
ca a
BUFFER SPACE workArea
Median
Speed Dist. D
(mph) (ft.)
25 155
30 200 b b
35� 250 �' Buffer
C
40 305 Spare
95 36060
50 425 ROAD BE
55 495 WORK
60 570 AHEAD PREPARED MULTILANE
TD SIOP
65 645
DISTANCE BETWEEN SIGNS GENERAL NOTES
Speed Spacing(ft.) I.This Index does net apply to limited access facilities.
(mph) A 8 C
40 or less 200 200 200 2.When a side road Intersects the highway within the TTC zone,additional TTC devices shall be placed in '
SYMBOLS 45 350 350 350 accordance with applicable TCZ Indexes.
50 or greater I 1_500 1 500 1 500
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
[]t 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
omitted,when the following conditions are met
a!�o7 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.
eC> Lane Identification+Direction of Traffic C.Vehicles in the work area have high-intensity,rotating,flashing,oscillating,or strobe lights operating, '
CONDITIONS
F6.On undivided highways the median sign as shown are to be omitted. PLANNED CLOSURE NOT
- EXCEEDING 5 MINUTES.
- 7.For general TCZ requirements and additional information refer to lntler 102-600.
'R
a
LAST DESCRIPTION: FY 2019-20 INDEX
REVISION tDSHEET
OT TEMPORARY ROAYD CLOSURE 6 MXNUTES OR LESS
77/0l/77 �— STANDARD PLANS 102-625 1 Of I
o:
SYMBOLS
GENERAL NOTES:
® Work Area 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.
minutes or greater,provide an alternate pedestrian route,
■ Channelizing Device 7.Maintain temporary walkway surfaces and ramps that are stable,firm,slip-resistant.
Work Zone Sign 2.For spacing of vehicular Channelizing Devices,see applicable and free of any obstructions or hazards such as holes,debris,mud,construction
vehicular temporary traffic control Indexes, equipment,and stored material.
CR Required Locations For Either Temporary
Or Permanent Curb Ramps. 3.Cover or deactivate pedestrian traffic signal display(s)controlling 8.Remove temporary walkways Immediately after reopening of the sidewalk,unless
closed crosswalks. otherwise noted In the plans.
�a cane Identification+Direction of Traffic
Pedestrian Longitudinal Channelizing Device(LCD)with d.For post mounted signs located near or adjacent to a sidewalk, 9.Meet the requirements of Index 522-002 for temporary curb ramps.
F7 Mounted Work Zone 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
0--0 Pedestrian Longitudinal Channelizing Device(LCD) closed sidewalk.For temporary walkways,similar to the Sidewalk Diversion,
® Temporary Sidewalk 5.Provide a S wide temporary walkway,except where space restrictions place LCDs to delineate both sides of the temporary walkway.
warrant a minimum width or V.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 R1W for placement of
exceed 2047. temporary sidewalk and pedestrian longitudinal channelizing devices.
7
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038010 W i DE�twR I NIA ■ 1 Y i kvxxmx
Q N1dM301SLIM
o
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§ i WaHEaD I i �1VM301S
aI$ UJ I Q
m o
I I 1ij�1 i I SIDEWALK
CLOSED I pmESIR
b— WAMAY
b CR I ov' ■
tg
DETOUR `
a 51DEW=CLOSED ano>3a f I 'tip I
Qte I tAOTHERs@E 1 Y [ I
CR np
Gt I I I I ROAD tY ROAD
WORK WORK
AHEAD — AHEAD
CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION
k PEDESTRIAN DETOUR
LAST J;eJ DESCRIPTION.,
REVISION FY 2019-20 INDEX SHEET
77/07/17 s F� STANDARD PLANS PEDESTRIAN CONTROL FOR CLOSURE OF SIIYDEWALKS
1102-03,qo 10f 1