INTERLOCAL AGREEMENT CLEARWATER BEACH TRANSIT FACILITYINTERLOCAL AGREEMENT
CLEARWATER BEACH TRANSIT FACILITY
THIS INTERLOCAL AGREEMENT ( "Agreement ") is entered into on this
day of fit , 2017 by and between the Pinellas Suncoast Transit Authority, an independent
special district with its principal place of business located at 3201 Scherer Drive, St. Petersburg,
FL 33716 ( "PSTA "), and the City of Clearwater, Florida, a municipal corporation with its
principal place of business located at 112 S. Osceola Ave., Clearwater, Florida 33756 (the
"City ").
WHEREAS, Clearwater Beach is a critical driver of the Pinellas County economy; and
WHEREAS, providing safe, effective alternative transportation options to this key
destination is essential to the maintenance of its economic vitality and attractiveness to visitors
from within and outside Pinellas County; and
WHEREAS, PSTA has engaged an engineer who has prepared a design of a transit
facility suitable for Clearwater Beach in cooperation with City staff; and
WHEREAS, the intent of the facility, the Clearwater Beach Transit Center (CBTC), is to
maximize direct connections to the beach and provide a seamless connection between
transportation services that connect people to beach activities; and
WHEREAS, the CBTC is intended to provide a visible location for beach visitors to
board and disembark bus transportation services; and
WHEREAS, the CBTC will provide a designated location for buses serving the beach to
connect with other beach bus transportation; and
WHEREAS, Grantor is a municipal corporation that owns or has jurisdiction over
certain portions of the right -of -way of Causeway Boulevard and the property adjacent to
Causeway Boulevard directly west of the Mandalay Channel, as more particularly described in
Exhibit "A" ( "Property"); and
WHEREAS, the City has agreed to grant an easement and right -of -way permit, as
applicable, to PSTA for the construction, maintenance and operation of the CBTC on City right -
of -way and City property adjacent to Causeway Boulevard, directly west of the Mandalay
Channel as more particularly depicted in Exhibit B attached hereto (Easement Area) and Exhibit
C attached hereto (Right -of -way Permit Limits); and
WHEREAS, Section 163.01, Florida Statutes, Florida Interlocal Cooperation Act,
authorizes governmental entities to provide services and facilities through the use of cooperative
agreements for the mutual advantage of each governmental entity.
NOW, THEREFORE, in exchange for mutually agreeable consideration, the receipt
and sufficiency of which is hereby acknowledged, the Parties agree as follows:
Page 1 of 6
SECTION 1: PSTA'S OBLIGATIONS
a. PSTA shall cause the CBTC in the Easement Area and Right -of -way Permit
Limits to be constructed generally in accordance with the plans attached as Exhibit D and the
Scope of Work attached as Exhibit E (the "Project ").
b. PSTA shall be solely responsible for and in control of the design and construction
of the Project, including but not limited to procurement and selection of a general contractor and
engineer, preparation of the specifications, right -of -way survey and final site plans for the
Project, and ensuring that all necessary licenses and permits are obtained for the completion of
the Project. Any contractor retained to construct the Project and any engineer retained to design
the Project will be selected by PSTA pursuant to PSTA purchasing and procurement procedures
and nothing construed herein shall be construed as a restriction on PSTA's ability to select the
contractor or the engineer, to reject any and all bids, or take any other action during the
procurement process.
c. PSTA shall endeavor to commence construction of the Project by August 1, 2017
with a tentative completion date of December 31, 2017. The actual commencement date will
depend on finalization of construction plans, issuance of permits, obtaining all necessary
government approvals, and completion of the procurement process by PSTA.
d. PSTA shall own all hardscape improvements made as part of the Project.
e. PSTA shall be solely responsible for maintaining, operating, and repairing the
Project, as needed in PSTA's sole discretion.
f. PSTA shall maintain insurance for the hardscape improvements made as part of
the Project. PSTA's self - insurance program shall satisfy this requirement.
g. PSTA will have the contractor, subcontractor or manufacturer who designed,
installed or manufactured the canopy provide training to PSTA and City staff on the removal,
storing and re- installation of the canopy in case of a storm event.
SECTION 2: CITY'S OBLIGATION'S
a. The City shall contribute Two Hundred Fifty Thousand Dollars ($250,000.00)
towards the costs of the design, permitting and construction of the Project. The City's
contribution shall be paid to PSTA in installments equal to one -half (1/2) of all invoices due and
payable by PSTA for the design and construction of the Project until the City has paid Two
Hundred Fifty Thousand Dollars and NO /100 ($250,000.00) to PSTA toward the Project. The
City shall pay all installments within thirty (30) days of PSTA's submittal of the invoice to the
City.
b. Grant PSTA an easement in the form attached as Exhibit F for the construction,
maintenance and operation of the CBTC on City right -of -way and City property.
Page 2 of 6
c. Grant a Right -of -way Permit in the form attached as Exhibit G for the
construction, maintenance and operation of the CBTC on City right -of -way and City property.
d. Promptly review any applications for building permits or development orders that
are necessary for the Project and issue said permits and orders in compliance with applicable
codes at no charge to PSTA. The Parties recognize that PSTA is exempt from such charges
pursuant to Section 7, Chapter 00 -424, Laws of Florida.
e. Issue a certificate of occupancy upon inspection, approval and completion of the
Project.
f. Be responsible for deployment of a queue jumping signalization system to be
completed through the City Traffic Operations Division prior to completion of the construction
of the Project.
g. Review all maintenance of traffic (MOT) plans necessary for the Project through
the City Traffic Operations Division with a turn around time of 24 hours.
h. Purchasing, installing, and maintaining all landscaping and the irrigation system
associated with the CBTC at the City's cost. Any amount by the City on landscaping and the
irrigation system is in addition to the City's contribution set forth in subsection a above.
i. Provide supplemental maintenance of the hardscape associated with garbage,
refuse and sand removal, when requested by PSTA.
j. Provide for the safe removal, storage and reinstallation of the canopy when
required because of a storm event.
k. Provide law enforcement assistance, to the same extent provided to the public in
general, to protect the safety of the public and PSTA's riders utilizing the CBTC.
1. Authorize PSTA and/or its contractors, to procure any necessary licenses, permits
and development order on the City's behalf that are necessary to complete the Project.
SECTION 3. TERMINATION
a. Either Party may terminate this Agreement for cause by providing written notice
to the other Party at least thirty (30) days prior to termination, specifying the cause for which that
Party intends to terminate and only if the other Party fails to cure the violation within the thirty
(30) day period. The Easement and Right -of -way permit shall automatically terminate upon
termination of this Agreement and removal of PSTA -owned improvements, as applicable. The
Parties agree to cooperate in recording any document necessary to memorialize termination of
the Easement.
b. If PSTA elects to cease use of the CBTC, then PSTA shall provide the City with
thirty (30) days' written notice of the termination of this Agreement. If requested by the City,
PSTA shall remove the vertical improvements installed as part of the Project.
Page 3 of 6
c. If the canopy is damaged requiring it to be replaced due to a storm, disaster, act of
God, or other naturally occurring event, and if there are sufficient insurance proceeds to replace
the canopy, PSTA shall reconstruct the canopy. If PSTA determines that there are insufficient
insurance proceeds to pay for the reconstruction of the canopy, the Parties can mutually agree to
share equally the additional cost to replace the canopy. If the Parties do not mutually agree to
share equally the cost to replace the canopy, this Agreement shall terminate.
SECTION 4: TERM
This Agreement shall commence upon the date first above written and shall terminate
twenty (20) years from the date of the issuance of the certificate of occupancy for the Project.
SECTION 5: FORCE MAJEURE OR DELAY
a. Neither party shall be liable for any non - performance or delayed performance
under this Agreement if caused by Force Majeure. Force Majeure shall be defined as a fire,
flood, act of God, war, terrorism, riot, national emergency, sabotage, civil disturbance, strike,
labor dispute, or events which are not the fault or are beyond the control of the party.
b. PSTA shall not be liable to the City for any delays in completing the Project,
including but not limited to delays in connection with PSTA's contractor, manufacturer,
suppliers or agents thereof.
SECTION 6: NOTICES
a. All notices required or made pursuant to this Agreement shall be made in writing
and sent by certified U.S. mail, return receipt requested, addressed to the following:
To PSTA:
PINELLAS SUNCOAST
TRANSIT AUTHORITY
Administration Building
3201 Scherer Drive
St. Petersburg, Florida 33716
Attn.: Chef Executive Officer
With required copy to:
Alan S. Zimmet, Esq.
One Tampa Center
Suite, 2700
Tampa, FL 33602
To City:
CITY OF CLEARWATER
112 S. Osceola Ave.
Clearwater, Florida 33756
Attn.: City Manager
Page 4 of 6
b. Either Party may change its above noted address by giving written notice to the
other Party in accordance with the requirements of this Section.
SECTION 7: LIABILITY
a. Each Party shall be responsible for its own acts or omissions in accordance with
Section 768.28, Florida Statutes.
b. Nothing contained herein shall in any way waive any immunity from or limitation
of liability that each Party enjoys under the constitution, and Florida Statutes and particularly
Chapter 768, Florida Statutes.
SECTION 8: FILING
A copy of this Agreement and any subsequent amendments shall be filed with the clerk
of court in and for Pinellas County in accordance with Section 163.01, Florida Statutes.
SECTION 9: MISCELLANEOUS
a. ENTIRE AGREEMENT. This Agreement, along with the Easement and exhibits,
constitute the entire agreement between the Parties with respect to the Project and supersedes all
previous written or oral negotiations, agreements, proposals and/or understandings. There are
no representations or warranties unless set forth in this Agreement, the Easement and any
exhibits.
b. SEVERABILITY. If any one or more of the provisions of this Agreement shall be
held to be invalid, illegal, or unenforceable in any respect by a court of competent jurisdiction,
the validity, legality, and enforceability of the remaining provisions hereof shall not in any way
be affected or impaired thereby and shall be treated as though that portion had never been a part
hereof.
c. MODIFICATION. This Agreement shall only be amended by express written
agreement of the Parties.
d. HEADINGS AND SECTION REFERENCES. The headings and section references
in this Agreement are inserted only for the purpose of convenience and shall not be construed to
expand or limit the provisions contained in such sections.
e. BINDING EFFECT. This Agreement shall be binding upon the successors and /or
assigns of the Parties hereto. However, neither Party may assign, sublet, or transfer any interest
in this Agreement without the prior written consent of the other Party and such consent shall not
be unreasonably withheld. Provided, however, that PSTA may assign its rights and obligations
under this Agreement to any successor public transit authority or a public agency operating
public bus transportation in Pinellas County, without the consent of the City.
Page 5 of 6
f. AUTHORIZATION. Both Parties to this Agreement represent and warrant that they
are authorized to enter into this Agreement and that those executing this Agreement have full
power and authority to bind their respective Parties to the terms hereof.
g. WAIVER. No waiver of any default or failure to perform shall be valid unless set
forth in writing by the waiving party and shall not constitute a waiver of any other default or
failure to perform under this Agreement, or of any rights or remedies to which either Party may
be entitled to on account of any such default or failure to perform.
h. CONTROLLING LAW AND VENUE. This Agreement shall be construed by and
controlled under the laws of the State of Florida. The Parties consent to jurisdiction over them
and agree that venue for any state action arising under this Agreement shall lie solely in the
courts located in Pinellas County, Florida, and for any federal action shall lie solely in the United
States District Court, Middle District, Tampa Davison.
IN WITNESS WHEREOF, the Parties hereto have made and executed this Agreement
on the first date above written.
APPROVE 1 A 1
A /1
Alan S. Zim /1'
1,
achael Ca•..
AT
PSTA:
J
eneral Counsel Brad Miller, Chief Executive
COUNTERSIGNED
—Ceo <<Q rwrc \af
George N. Cretekos, Mayor
A fESpT::
r
Rose
AP
CITY OF CLEARWATER:
i.oj 9a =au,.. i3, U2Th
William B. Horne, II, City Manager
tt ew M. S i h, Assist: nt City Attorn
Page 6 of 6
EXHIBIT A
PROPERTY
C
/V. TS.
This is not a survey
11
11
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EXHIBIT "A"
Barbour - Morrow Subdivision
Plat Book 23, Pages 45
I Lot 26 I Block
Lot 27
I Lot 29
Lot 28
L
I
City Park
Subdivision
Plat Book 23,
Pages 37
Lot 5
Linetype Legend
/ //
// /
// /
w i
C
Block B
Lot 14
City Paark- -
Subdivision
Plat Book 23
r Pages 37
Barbour- Morrow Subdivision
Plat Book 23, Pages 45
Lot 14
Block C
Lot 7 1 Lot 8
I
II , r - --
ICJ -. U U , III II H Li
1 11 I I IL = - LJ -- \ -\ �N 7
II II I �- - -- n n n_ T- Ir - -�I , - ,U /
Li ! r- - - - - -- U Li y., ii Y..
Lot Line
Property Line
Right —of —Way Line
Clearwater Municipal Marina
p I
- - - -J 11
r U
CITY OF CLEARWATER
ENGINEERING DEPARTMENT
DRAWN BY
L. Moody
CHECKED BY
T. Mahony
PSTA Transfer Station Overall Project Limits
Lgl 2017 -6
SECT- TWNSP -RNG
8
DATE DRAWN
SHEET
1 OF 3
- 29 - 15
3/9/2017
EXHIBIT B
EASEMENT AREA
N. T.S.
This is not a survey
EXHIBIT "B"
Barbour - Morrow Subdivision
Plat Book 23, Pages 45
Lot 26
I
Block A
Lot 27 I Lot 29
Lot 28 I —
City Park
Subdivision
Plat Book 23,
Pages 37
Lot 5
Block B
/ Lot 14
• //
/ // /
// /
- - — —
Linetype Legend
Lot Line
Property Line
Right —of —Way Line
CITY OF CLEARWATER
ENGINEERING DEPARTMENT
DRAWN BY
L. Moody
I !City Purl- -
Subdivision
Plat Book 23
r
1 - _ Pages 37
Barbour - Morrow Subdivision
Plat Book 23, Pages 45
Lot 14
Block C
libIL IL IL \
reo of Interest
Water Lot 2
Lot 7
U
U
n n
- --
Clearwater Municipal Marina
J
Lot 8
U
Lot 9
E
n J 7I 1_ 1 I— ,.ems — _ --
u U Y.. U
p
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L J
I IF_______ U
— Legal Description
A. The North 70.00 feet of Lot 8 as shown
Subdivision, as recorded in Plat Book 23,
Records of Pinellas County, Florida.
Containing 0.30 acre, more or less. AND
B. The North 45.00 feet of Lot 9 as shown
Subdivision, as recorded in Plat Book 23,
Records of Pinellas County, Florida.
Containing 0.07 acre, more or less.
U
II
on the Plat of City Park
Page 37, of the Public
on the Plat of City Park
Page 37, of the Public
J
CHECKED BY
T. Mahony
PSTA Transfer Station Easement
DWG NO.
Lgl_2017 -6
SECT— TWNSP —RNG
8
DATE DRAWN
2 OF 3
- 29 - 15
3/9/2017
EXHIBIT C
RIGHT -OF -WAY PERMIT LIMITS
N. T S.
This is not a survey
EXHIBIT "C"
Barbour - Morrow Subdivision
Plat Book 23, Pages 45
I I" I
1 I Lot 26 Block A
I / I 1
• I I I
1 1 I I I Lot 27 / Lot 29
I I I I Lot 28 I
I I
I I
1 1
\ \
I I
I r-, ti
I I il
I I I I 1
1 / L I II
t i / ----; - r I 1
1 / U U U 1 1 rJ
fi '` I 1 I _- n
_ - ..J / /;' ,' n n n n 1 I (� P -r.ji— -
�� �', i' r I i L J L -_ - I I I L -I-1
1 Z-- - - - - -- 1 II 1 Ir=- j- i�'� - - -- U
' rte' �/ I r__ — 11 U
/ L I Clearwater Municipal Marina _J1,
�\ /7 �� - - ------- J ,1 1r- = === _ = = =-'J 1 i1 u ii
City Park
Subdivision
Plat Book 23,
Pages 37
Lot 5
Block B
Lot 14
Li
`City i"nrk- -
Subdivision
Plat Book 23
r
t Peres 37
Barbour - Morrow Subdivision
Plat Book 23, Pages 45
Lot 14
Block C
ZININNIKIM
r
Lot 7 1 Lot 8
rea of Interest
Water Lot 2 I
Lot 9
Linetype Legend
Lot Line
Property Line
Right -of -Way Line
CITY OF CLEARWATER
ENGINEERING DEPARTMENT
DRAWN BY
L. Moody
CHECKED BY
T. Mahony
PSTATS - Right -of -Way Permits Limits
DWG. NO.
Lgl_2017 -6
SECT - TWNSP -RNG 8
DATE DRAWN
SHEET
3 OF 3
- 29 - 15
3/9/2017
EXHIBIT D
BID PLANS
CLEARWATER BEACH TRANSIT FACILITY
r..F:ll 4 .1
CLIE AR i i AT]E R
LOCATION OF PROJECT
GOVERNING DESIGN STANDARDS:
City of Clearwater Standards & Florida Department of Transportation. 2076 -17
Design Standards eBook (DSeB) and applicable Design Standards Revisions
(DSRS) at the following website:
http: / /www.dot.stala.f 1. us/ rddesign /DesignStandards /Standards.shtm
GOVERNING STANDARD SPECIFICATIONS:
City of Clearwater Technical Specifications & Florida Department
of Transportation, January 2017 Standard Specifications
for Road and Bridge Construction at the following webslte:
http: // wwwd of.state.fLus /programmanagement /implemented /SpecBooks
I)
PINELLAS SUNCOAST
EACH TRANS IT CE NTE R
LOCATION MAP
INDEX OF SHEETS
',
SHEET TITLE
1
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11
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SIGNATURE SHEET
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i
7
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f
MEN
1
N
PROJECT NOTES / SUMMARY OF PAY ITEMS
a:
ROADWAY PLAN
\
DRAINAGE STRUCTURES
B K Ei
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i
BELLEAIR� A!u
ACRIS / /.^..
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5.:..:-----
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SIGNING AND PAVEMENT MARKING PLAN
I ::.,.�IIIM
LOCATION MAP
INDEX OF SHEETS
SHEET NO.
SHEET TITLE
1
KEY SHEET
2
SIGNATURE SHEET
3
TYPICAL DETAILS
SQ1 - SQ5
SUMMARY OF QUANTITIES
4
PROJECT NOTES / SUMMARY OF PAY ITEMS
5 - 6
ROADWAY PLAN
7
DRAINAGE STRUCTURES
8
SOIL PROFILES
9 - 11
CROSS SECTIONS
12 - 13
TRAFFIC CONTROL PLAN
14 - 15
UTILITY ADJUSTMENTS
16
PROJECT NETWORK CONTROL SHEET
17 - 18
SIGNING AND PAVEMENT MARKING PLAN
19
BOARDWALK PLAN AND ELEVATION
20
BOARDWALK TYPICAL SECTION
PREPARED BY:
BRAD IMPUTE, P.E. Sc 79380
UNTO CORPORATION
201 M. FRAME. STREET, SUITE 1200
TAMPA, FL 33602
PHONE: (B13) 002 -9150
CERTIFICATE OF AUTHORIZATION NO. 6500
CLEARWATER BEACH
•
TRANSIT CENTER
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
FOR
aMIBYAM SAMafO IP
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
KEY SHEET
Dale.
Revision:
By
JAN. 2017
Male
NTS
BID PLANS SUBMITTAL
ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE RIGID-
THE OFFICIAL RECORD OF THIS SHEET IS
1710/2017 1:51:07 PM 5\t'na90056unrort \ /ob 560025\CADD \Clearwater Bus Bay\r adway \KEYSRD01.995
II IF /E/ / THIS DOCUMENT HAS BEEN DIGITALLY
,`"
,,,, 0 1 w nO / /, /, SIGNED AND SEALED BY:
No 79380
= *; * *E
PRINTED COPIES OF THIS DOCUMENT ARE
'0 NOT CONSIDERED SIGNED AND SEALED.
STATE OF ' �� THE SIGNATURE NUSi BE VERIFIED
141\ ON THE ELECTRONIC DOCUMENTS.
16 0,,,,:,. F /.
V
�,I O R 1 V P G`��, HNTB CORPORATION
....— IONA„r-N`,, TAMPA, 1 N. FRANKLIN NKLI2 STREET, SUITE 1200
CERTIFICATE OF AUTHORIZATION: 6500
BRAD LAPORTE, P.E. NO. 79380
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61015- 23.004, FA.C.
ITS PLANS
THIS DOCUMENT HAS BEEN DIGITALLY
````�` \Q1,'�t I; ,aa/�RE / /'' SIGNED AND SEALED BY:
No 72509
= * * ; *=
PRIMED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
'0 •• 2 Q• THE SIGNATURE MUST BE VERIFIED
� STATE OF ON THE ELECTRONIC DOCUMENTS.
,,�iNFSF(O R101'.....
L O•P'G1��� HNTB CORPORATION •
�' /iS1ONAL�EN s %I TAMPA, 1 N. FRANKLIN STREET, SUITE 1200
CERTIFICATE OF AUTHORIZATION: 6500
GJERGJI VASO, P.E. NO. 72509
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61015- 23.004, F.A.C.
ITS PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SIGNATURE SHEET
3 TYPICAL DETAILS
501 - S05 SUMMARY OF QUANTITIES
4 PROJECT NOTES / SUMMARY OF PAY ITEMS
5 - 6 ROADWAY PLAN
7 DRAINAGE STRUCTURES
9 - 11 CROSS SECTIONS
12 - 13 TRAFFIC CONTROL PLAN
14 - 15 UTILITY ADJUSTMENTS
16 PROJECT NETWORK CONTROL SHEET
17 - 18 SIGNING AND PAVEMENT MARKING PLAN
SHEET NO. SHEET DESCRIPTION
19 BOARDWALK PLAN AND ELEVATION
20 BOARDWALK TYPICAL SECTION
``„,Lull jE1E / /// THIS DOCUMENT HAS BEEN DIGITALLY
�, fl SIGNED AND SEALED BY:
�,,J1N......SCO fe,
'%. C NSF••.•.,
No 65514
*: * : *_
PRINTED COPIES OF THIS DOCUMENT ARE
�L. NOT CONSIDERED SIGNED AND SEALED.
�L STATE OF . ft- 9.9. THE SIGNATURE MUST BE VERIFIED
, ON THE ELECTRONIC DOCUMENTS.
'I et •'•FL ORI O S •���, •
,114sYSlaNALL....., TAMPA, 51 TEMPLE TERRACE HIGHWAY
CERTIFICATE OF AUTHORIZATION 6486
KEVIN H. SCOTT, P.E. NO. 65514
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61515- 23.004, F.A.C.
ITS PLANS
SHEET NO. SHEET DESCRIPTION
8 SOIL PROFILES
51.
e, ,
PREPARED SY:
BRAD LAPORTE. P.E. N0. 79380
HMS CORPORATISM r SREET, SUITE l200
TAMPA, FL 33602
PHONE (813) 402 -0150
CERTIFICATE OF AUTHORIZATION Na. 6500
;,¢91: CLEARWATER BEACH 7/wLLAS SUNCOAST
TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 6' ST. PETERSBURG. FL 33716
SdGNA TURF SHEET
A.a.
91•F Fr r.
2
JAN. 2017
-
NTS
xP
BID PLANS SUBMITTAL
No. Date:
n.
By:
apor e
/)0/
9:21:20 PM JA6002SACADDSLIesma[er Bus Bay\roadwa SSIGNMOLOGN
EET IS THE ELECTRONIC FILE
SEE VALLEY GUTTER
TRANSITION DETAIL,
INDEX 300, SHEET 1 OF
2. SUBSTITUTE DROP
CURB FOR VALLEY
GUTTER
EXIST. SWK.
VARIES
EXIST.
C &G
EXIST.
TRAVEL
LANES
4
SEE SHEETS NO. 19 AND 20
FOR BOARDWALK DETAILS
A
LEGEND
PROPOSED SOD
SEE VALLEY GUTTER—
TRANSITION DETAIL,
INDEX 300, SHEET 1
OF 2. SUBSTITUTE
DROP CURB FOR
VALLEY GUTTER
r FLAT
STANDARD CLEARING AND GRUBBING
lD —"I 1...7
VARIES
6"
0.02 MAX.
6" CONCRETE
SIDEWALK
TYPE F
C &G
13'
BUS BAY
(ASPHALT PAVEMENT)
0.02
6
raii MN Ma
EXIST.
TRAVEL LANES
TYPE B
STABILIZATION
(LBR 40)
17
MATCH EXISTING
EOP ELEVATION
DROP CURB
ASPHALT BASE MATERIAL
STRUCTURAL COURSE
SECTION A -A
SEE PLAN DETAILS ON THIS SHEET FOR GRADING DETAIL.
PLAN DETAILS
ISEE ROADWAY PLAN SHEETS
FOR ADDITIONAL INFORMATION
BUS BAY DETAILS
TYPE SP STRUCTURAL COURSE
(TRAFFIC E) LAYER 2 (1.5 ") (PG 76 -22)
ST,
K. VARIES
Lr EXIST.
1 C &G
EXIST.
TRAVEL
LANES
TYPE SP STRUCTURAL COURSE
(TRAFFIC E) LAYER 1 (1.5 ") (PG 76 -22)
OBG II
TYPE B -12,5 (7 ")
TYPE B
STABILIZATION, LBR 40 (12")
PAVEMENT LAYER DIAGRAM
PAVEMENT
RECONSTRUCTION
OPTIONAL BASE GROUP 11 (TYPE B -12.5 ONLY) WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC E)(3')(PG 76 -22)
BUS BAY ASPHALT
PAVEMENT DESIGN
OPTIONAL BASE GROUP 11 (TYPE B -12.5 ONLY) WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC E) (3)(PG 76 -22)
4-
PREPARED BY:
BRAD LAPORTE, PE. NO. 79380
CORPORATION
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE: 08131 402 -4150
CERTIFICATE OF AUTHORIZATION NO. 6500
CLEARWATER BEACH „�1yw.LLaNNwba9nr
�` TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER. FL 33756 &' ST. PETERSBURG, FL 33716
TYPICAL DETAILS
OMR
BY:_
JAN. 2017
NTS
3
BID PLANS SUBMITTAL
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6
1/18/7017 052:48 PM \Vma600\Pmwork \jobs\60025(CADD \Clearwater Bus BaYV a0way \TYPSR001.DOR
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VARIES `A
VARIES `
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—
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-----
DROP CURB
TYPE F C &G
===="`°-18
1
15' GTTR. TRANS.
FROM DROP CURB
TO TYPE V INLET
PAVEMENT
RECONSTRUCTION LIMIT
19m__ e_s---- ,.___.!_e
,
15' GTTR. TRANS.
FROM TYPE V INLET
TO DROP CURB
DROP CURB r
TYPE F C &G
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75'
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210'
55'
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lD —"I 1...7
VARIES
6"
0.02 MAX.
6" CONCRETE
SIDEWALK
TYPE F
C &G
13'
BUS BAY
(ASPHALT PAVEMENT)
0.02
6
raii MN Ma
EXIST.
TRAVEL LANES
TYPE B
STABILIZATION
(LBR 40)
17
MATCH EXISTING
EOP ELEVATION
DROP CURB
ASPHALT BASE MATERIAL
STRUCTURAL COURSE
SECTION A -A
SEE PLAN DETAILS ON THIS SHEET FOR GRADING DETAIL.
PLAN DETAILS
ISEE ROADWAY PLAN SHEETS
FOR ADDITIONAL INFORMATION
BUS BAY DETAILS
TYPE SP STRUCTURAL COURSE
(TRAFFIC E) LAYER 2 (1.5 ") (PG 76 -22)
ST,
K. VARIES
Lr EXIST.
1 C &G
EXIST.
TRAVEL
LANES
TYPE SP STRUCTURAL COURSE
(TRAFFIC E) LAYER 1 (1.5 ") (PG 76 -22)
OBG II
TYPE B -12,5 (7 ")
TYPE B
STABILIZATION, LBR 40 (12")
PAVEMENT LAYER DIAGRAM
PAVEMENT
RECONSTRUCTION
OPTIONAL BASE GROUP 11 (TYPE B -12.5 ONLY) WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC E)(3')(PG 76 -22)
BUS BAY ASPHALT
PAVEMENT DESIGN
OPTIONAL BASE GROUP 11 (TYPE B -12.5 ONLY) WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC E) (3)(PG 76 -22)
4-
PREPARED BY:
BRAD LAPORTE, PE. NO. 79380
CORPORATION
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE: 08131 402 -4150
CERTIFICATE OF AUTHORIZATION NO. 6500
CLEARWATER BEACH „�1yw.LLaNNwba9nr
�` TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER. FL 33756 &' ST. PETERSBURG, FL 33716
TYPICAL DETAILS
OMR
BY:_
JAN. 2017
NTS
3
BID PLANS SUBMITTAL
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6
1/18/7017 052:48 PM \Vma600\Pmwork \jobs\60025(CADD \Clearwater Bus BaYV a0way \TYPSR001.DOR
SUMMARY OF LUMP SUM ITEMS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
QUANTITY
DESIGN
NOTES
CONSTRUCTION
REMARKS
P
F
0101 1
MOBILIZATION
1
DAYS
P
P
P
F
0102 1
MAINTENANCE OF TRAFFIC
LS
60
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
UNIT
PHASE I
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
DURATION
QUANTITY
TOTAL
DAYS
P
P
P
F
0102 1
MAINTENANCE OF TRAFFIC
LS
60
P
F
1
60 DAY CONSTRUCTION
DURATION.
0102 60
WORK ZONE SIGN
ED
60
32
1920
1920
17 +17.00
LT.
0102 74 1
CHANNELIZING DEVICE - TYPES I, II, DI, VP, DRUM,
OR LCD
ED
60
32
1920
1920
17 +19.50
LT.
0102 74 6
CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL
CHANNELIZING DEVICE)
ED
60
4
240
240
19 +77.63
0102 76
ARROW BOARD / ADVANCE WARNING ARROW PANEL
ED
60
1
60
60
0102 99
PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY
ED
74
1
74
74
INCLUDES 14 DAY ADVANCED
PLACEMENT DURATION.
LOCATED ALONG PARKING LOT.
17 +20.00 to 21 +00.00
LT.
380.0
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
LOCATION
SIDE
AREA
ID
SEDIMENT
BARRIER
SOIL
TRACKING
PREVENTION
DEVICE
INLET
PROTECTION
SYSTEM
DESIGN
NOTES
CONSTRUCTION
REMARKS
STA. TO STA.
0104 10 3
0104 15
0104 18
LF
EA
EA
P
F
P
F
P
F
PROJECT
1.0
17 +17.00
LT.
1.0
17 +19.50
LT.
1.0
19 +77.63
LT.
1.0
17 +20.00 to 79 +10.00
LT.
190.0
LOCATED ALONG PARKING LOT.
17 +20.00 to 21 +00.00
LT.
380.0
LOCATED ALONG BACK OF SIDEWALK.
TOTAL)
570
1
3
PREPARED BY:
BRAD WORTS, P.E. NO. 79380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA. FL 33602
PHONE: WI 3) 402 -4150
CERTIFICATE OF AUTHORIZATION NO 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH ,y 7FBaJASwwcmoY
TRANSIT CENTER _
FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
6 3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
SUMMARY OF
QUANTITIES (01)
Revision:
BE
JAN. 2017
soar
AS SHOWN
Sal
BID PIANS SUBMITTAL
Haporte
v10 /2017
9'19:51 PN
J160020SCADOSE(earwater Bus 007Vroadwa NSUNOR00I DUN
000, F.A.C.
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG
a
10:02 PM
J:S6002SCAOD\CI armorer Bus BayS'oaAway\SUMOROOI.OGN
UNDER RULE 61G1
S THE ELECTRONIC FILE DIGITALLY SIGNED AND
SUMMARY OF LITTER REMOVAL AND MOWING
CONST.
PHASE
LOCATION
SIDE
DURATION
(DAYS)
FREQUENCY
(DAYS)
LITTER REMOVAL
MOWING
DESIGN
NOTES
CONSTRUCTION
REMARKS
0107 1
0107 2
AREA
ID
CYCLES
AREA
AREA
ID
CYCLES
AREA
STA. TO STA.
Al:,
CYCLE
TOTAL (AC)
AC/
CYCLE
TOTAL (AC)
P
F
P
F
I
17 +20.00 TO 21 +00.00
LT.
60
30
8763
2
0.725
1.450
I
17 +20.00 TO 21 +00.00
LT.
60
30
9708
2
0.220
0.440
I
17 +20.00 TO 21 +00.00
LT.
60
30
9777
2
0.131
0.262
SUB- TOTAL:
1.450
SUB- TOTAL:
0.702
TOTAL:
1.45
TOTAL:
0.70
SUMMARY OF REMOVAL ITEMS
PAY ITEM
N0.
PAY ITEM DESCRIPTION
LOCATION
SIDE
AREA
ID
UNITS
SECONDARY
UNITS
(IF LUMP SUM)
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
STA. TO STA.
AREA
P
F
0110 1 1
CLEARING & GRUBBING
AC
0.28
17 +40.00 TO 20 +80.00
LT.
10045
0.273
17 +90.61 TO 18 +18.93
LT.
10694
0.007
0110 4
REMOVAL OF EXISTING CONCRETE
SY
414
17 +60.00 TO 20 +65.33
LT.
24084
338.585
EXIST. CONC. SIDEWALK & CONC. PAD
17 +40.00 TO 20 +80.00
LT.
24102
72.258
EXIST. TYPE F CEO
17 +90.61 TO 17 +99.10
LT.
24113
1.588
EXIST. TYPE 0 CURB
18 +10.70 TO 18 +18.58
LT.
24114
1.387
EXIST. TYPE D CURB
SUMMARY OF EARTHWORK
PAY ITEM
NO.
PAY ITEM DESCRIPTION
-- CY
DESIGN
CONSTRUCTION
REMARKS
P
F
NOTES
0120 1
REGUALR EXCAVATION
189
0120 6
EMBANKMENT
90
se.�.I...:..
greeat---
m.,ma. rc'rrcRi
^,..weR�q
....w....�. >.
wc�neow.n
PREPARED Br:
BRAD LAPORTE. P.E. N0. 193RD
Nxrec000000TION
201 IL FRAIOLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE: (811) 402 -4150
CERTIFICATE OF AUTHORIZATION NO. 6500
.,qs, CLEARWATER BEACH nwj.*ssu awlsr
'1 _ TRANSIT CENTER °
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 6 ST. PETERSBURG, FL 33716
NSULtiIMAIZY OF
p
QUANTITIES (02)
<..n.
...,..
SO2
°"` JAM 101]
fr
_
AS SHOWN
.re
BID PLANS SUBMITTAL
No. OW .
I A,
Br"
a
10:02 PM
J:S6002SCAOD\CI armorer Bus BayS'oaAway\SUMOROOI.OGN
UNDER RULE 61G1
S THE ELECTRONIC FILE DIGITALLY SIGNED AND
SSUCVM
47 :33 P
\ \tma400,00work lob \60025 \CAOO \Clearwater Bus Bay \r adway\SUNONDOIU6N
SUMMARY OF PAVEMENT
PAY ITEM
NO.
PAY ITEM DESCRIPTION
LOCATION
SIDE
AREA
!D
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
STA. TO STA.
DESCRIPTION
P
F
P
F
0160 4
TYPE B STABILIZATION
SY
572
17 +40.00 to 20 +80.00
LT.
14677
571.72
0285 771
OPTIONAL BASE, BASE GROUP 11
SY
572
17 +40.00 to 20 +80.00
LT.
11329
571.72
0334 1 55
SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC E,
PG 76 -22
TN
65.3
17 +60.00 to 20 +65.33
LT.
13577
62.32
79 +67.46 to 19 +94.30
LT.
13578
2.95
SUMMARY OF STRUCTURE QUANTITIES - BOARDWALK
SECTION
PAY ITEM
NO
PAY ITEM DESCRIPTION
LOCATION
SIDE
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
P
F
P
F
BOARDWALK
0470 1
TREATED TIMBER, STRUCTURAL
18 +04.60
LT.
MB 0.64
0.64
SEE SHEET 20 FOR PAY ITEM NOTES
0522 2
CONCRETE SIDEWALK AND DRIVEWAYS, 6•
18 +04.60
LT.
SY 13
13
SEE SHEET 20 FOR PAY ITEM NOTES
SUMMARY OF UTILITY ADJUSTMENTS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
LOCATION
SIDE
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
STATION
P
F
P
F
0425 6
VALVE BOXES, ADJUST
EA
7
18 +60
LT.
1
18 +61
LT.
1
19 +63
LT.
1
19 +65
LT.
1
19 +65
LT.
1
20 +02
LT.
1
20 +08
LT.
1
er
a�
PREPAREOBY:
BRAD LAPOOYE, P.E. NO. 07380
HMTB c00200lrIoR
201 N. P0466)IN STREET, SUITE 1200
TAMPA. FL 33602
PHONE: (813)402 -4150
CERTIFICATE OF AUTHORIZATION NO. 6500
CLEARWATER BEACH BR�LNAN yw6wtl8
TRANSIT CENTER "''
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCOURER DRIVE
CLEARWATER, FL 33756 6 ST. PETERSBURG, FL 33716
S UMMARY OF
OF
QUANTITIES (03)
pew
'""""
503
, 2817
♦z...o
AS SHOWN
•
,v
BID PLANS SUBMITTAL
No. Hale
ion.
By:
SSUCVM
47 :33 P
\ \tma400,00work lob \60025 \CAOO \Clearwater Bus Bay \r adway\SUNONDOIU6N
1/70/2017
J1600ZSSCAOO\CI arwate; Bus BayLFOaAwaf,10411 DOI.
'ER RULE 61015-
SUMMARY OF GENERAL ITEMS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
P
F
P
F
0639 1 122
ELECTRICAL POWER SOURCE, F &I, UNDERGROUND,
METER PURCHASED BY CONTRACTOR
AS
1
1
SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
LOCATION
SIDE
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
STA. TO STA.
P
F
P
F
0425 1 711
INLETS, GUTTER, TYPE V, <10
19 +77.63
LT.
EA
1.0
1
0430 175 115
PIPE CULVERT, OPTIONAL MATERIAL, ROUND,
15 "S /CD
19 +71.98 TO 19 +75.63
LT.
LF
4.0
4
INCLUDE CONC. JACKET
TO EXIST. PIPE
SUMMARY OF CURB & GUTTER AND /OR TRAFFIC SEPARATORS
•
C
c
PAY ITEM
NO.
PAY ITEM DESCRIPTION
LOCATION
SIDE
AREA
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
STA. TO STA.
GROSS
LENGTH
NET LENGTH
p
F
P
F
0520 110
CONCRETE CURB & GUTTER, TYPE F
LF
685
17 +40.00 to 17 +59.71
LT.
20.2
20.2
MONOLITHIC C&G
17 +40.00 to 17 +60.00
LT.
20.2
20,2
DROP CURB
17 +59.71 to 78 +14.85
LT.
56.2
56.2
17 +60.00 to 19 +59.96
LT.
200.0
200.0
DROP CURB
18 +14.85 to 20 +25.20
LT.
210.3
210,3
19 +59.96 to 19+74.96
LT.
15.0
15.0
DROP CURB
19 +74.96 to 19 +80.30
LT.
5.3
5.3
DROP CURB
19 +80.30 to 19 +95.30
LT.
15.0
15.0
DROP CURB
19 +95.30 to 20 +65.33
LT.
70.0
70.0
DROP CURB
20 +25.20 to 20 +65.73
LT.
42.0
42.0
20 +65.33 to 20 +80.00
LT.
14.9
14.9
DROP CURB
20 +65.73 to 20 +80.00
LT.
15.0
15.0
MONOLITHIC CEO
0520 2 4
CONCRETE CURB, TYPE D
LF
36
17 +90.61 to 17 +99,10
LT.
8.5
8.5
SIDEWALK CURB
17 +99.54 to 17 +99.64
LT.
4,1
4.1
17 +99.54 to 18 +10.10
LT.
10.6
70.6
18 +10.10 to 18 +10.22
LT.
4.0
4.0
18 +10.10 to 18 +18.58
LT.
8.5
8.5
SIDEWALK CURB
i
c
x
r
°
w'
BRAD LAP BT:
BRAD LAPORTE, F.E. M0. 79380
ONTO CORPORATION
201 N. FRANKLIN STREET, SUITE 1700
TAMPA, FL 33602
PHONE: (81310024 150
CERTIFICATE OF AUTHORIZATION NO 6500
CLEARWATER BEACH PU LAS SUMCwsr
.� . .. •. .. TRANSIT CENTER ' :. ,."
'1
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 &' ST. PETERSBURG, FL 33716
SUMMARY OF
QUANTITIES (04)
yaw . ww., w.
504
WrJAN. 2017
AS SHOWN
w
No: Date:
ev,sioe.
BY
BID PLANS SUBMITTAL
1/70/2017
J1600ZSSCAOO\CI arwate; Bus BayLFOaAwaf,10411 DOI.
'ER RULE 61015-
SUMMARY OF SIDEWALK & DETECTABLE WARNINGS
LOCATION
S/DE
AREA
ID
CONC. SIDEWALK
6"
DETECTABLE
WARNINGS
DESIGN
NOTES
CONSTRUCTION
REMARKS
0522 2
0527 2
STA. TO STA.
SY
SF
P
F
P
F
17 +60.00 TO 20 +65.33
LT.
12957
342.060
14122
302.2
GM
0.025
17 +90.61 TO 18 +18.93
LT.
12969
33.140
0711 71 160
THERMOPLASTIC, STANDARD, WHITE MESSAGE OR
SYMBOL
EA
18 +10.05 to 18 +18.59
LT.
17 +99.60 TO 18 +09.60
LT.
12952
10.050
0711 16 107
20 +32.72 to 20 +80.00
LT.
14163
44.5
17 +90.61 TO 17 +95.64
LT.
24469
29.923
18 +14.16 TO 18 +18.93
LT.
24470
30.365
TOTAL:
412
SUB - TOTAL:
385.300
60.288
TOTAL:
385
61
SUMMARY OF PERFORMANCE TURF
LOCATION
SIDE
AREA
ID
PERFORMANCE
TURF (SOD)
DESIGN
NOTES
CONSTRUCTION
REMARKS
0570 1 2
STA. TO STA.
SY
P
F
17 +40.00 to 18 +05.00
LT.
14127
61.1
2
17 +40.00 to 20 +80.00
LT.
14122
302.2
GM
0.025
17 +90.51 to 17 +99.10
LT.
14150
1.9
0711 71 160
THERMOPLASTIC, STANDARD, WHITE MESSAGE OR
SYMBOL
EA
18 +10.05 to 18 +18.59
LT.
14155
1.9
0711 16 107
20 +32.72 to 20 +80.00
LT.
14163
44.5
0.094
SUB - TOTAL:
417.5
TOTAL:
412
SUMMARY OF SIGNING AND PAVEMENT MARKINGS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
UNIT
QUANTITY
TOTAL
DESIGN
NOTES
CONSTRUCTION
REMARKS
P
F
P
F
0700 1 50
SINGLE POST SIGN, RELOCATE
AS
2
2
0711 11 141
THERMOPLASTIC, STANDARD, WHITE, 2 -4
DOTTED GUIDELINE/ 6 -10 GAP EXTENSION. 6"
GM
0.025
0.025
0711 71 160
THERMOPLASTIC, STANDARD, WHITE MESSAGE OR
SYMBOL
EA
5
5
0711 16 107
THERMOPLASTIC, STANDARD -OTHER SURFACES,
WHITE, SOLID, 6°
GM
0.094
0.094
PREPARED BY:
BRAD LAPORTE. P.E. N0. 19380
HNTB CORPORATION
301 M. FRANKLIN STREET, SUITE 1200
TAMPA. FL 33602
PHONE: (813)403 -4150
CERTIFICATE OF AUTHORIZATION N0. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
ps-m7 rwnus suMaolMSr
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
SUMMARY OF
QUANTITIES (05)
Date:
Rms;o":
By
JAN. 2017
AS SHOWN
505
BID PLANS SUBMITTAL
6186orre
1/10/2017
9:20:33 PM J:W0075\CADO\Clearwa[e, Bus BMy\,oabwa SSUMOR001 DON
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61015-
PROJECT NOTES:
I. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88).
2. EXISTING PALM TREES TO BE REMOVED BY CITY OF CLEARWATER WORK FORCES PRIOR TO CONSTRUCTION.
3. UTILITY COORDINATION IS ON -GOING WITH ALL UTILITY AGENCY /OWNERS. AS INFORMATION IS RECEIVED, THE
PLANS WILL BE UPDATED WITH PLAN REVISIONS.
SUMMARY OF PAY ITEMS
PAY ITEM
NO.
PAY ITEM DESCRIPTION
UNIT
QUANTITY
0101 1
MOBILIZATION (10% OF ALL ITEMS)
LS
1
0102 1
MAINTENANCE OF TRAFFIC (10% OF ALL ITEMS)
LS
1
0102 60
WORK ZONE SIGN
ED
1920
0102 74 1
CHANNELIZING DEVICE - TYPES I, II, DI, VP, DRUM, OR LCD
ED
1920
0102 74 6
CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING
DEVICE)
ED
240
0102 76
ARROW BOARD / ADVANCE WARNING ARROW PANEL
ED
60
0102 99
PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY
ED
74
0104 10 3
SEDIMENT BARRIER
LF
570
0104 15
SOIL TRACKING PREVENTION DEVICE
EA
1
0104 18
INLET PROTECTION SYSTEM
EA
3
0107 1
LITTER REMOVAL
AC
1.45
0107 2
MOWING
AC
0.70
0110 1 I
CLEARING & GRUBBING
AC
0.28
0110 4
REMOVAL OF EXISTING CONCRETE
SY
414
0120 1
REGULAR EXCAVATION
CY
189
0120 6
EMBANKMENT
CY
90
0160 4
TYPE B STABILIZATION
SY
572
0285 711
OPTIONAL BASE, BASE GROUP 11
SY
572
0334 1 55
SUPERPAVE ASPHALTIC CONC. TRAFFIC E, PG 76 -22
TN
65.3
0425 7 711
INLETS, GUTTER, TYPE V, <10'
EA
I
0425 6
VALVE BOXES, ADJUST
EA
7
0430 175 115
PIPE CULVERT,OPTIONAL MATERIAL, ROUND, 15 "S /CD
LF
4
0470 1
TREATED TIMBER, STRUCTURAL
MB
0.64
0520 1 10
CONCRETE CURB & GUTTER, TYPE F
LF
685
0520 2 4
CONCRETE CURB, TYPE D
LF
36
0522 2
CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK
SY
398
0527 2
DETECTABLE WARNINGS
SF
61
0570 1 2
PERFORMANCE TURF, SOD
SY
412
0639 1 122
ELECTRICAL POWER SOURCE, F&I, UNDERGROUND, METER PURCHASED BY
CONTRACTOR
AS
7
0700 1 50
SINGLE POST SIGN, RELOCATE
AS
2
0711 11 141
THERMOPLASTIC, STANDARD, WHITE, 2 -4 DOTTED GUIDELINE/ 6 -10 GAP
EXTENSION, 6"
GM
0,025
0711 17 160
THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL
EA
5
0711 16 101
THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID,
6"
GM
0.094
416
ff
Ira
PREPARED BY:
BRAD LAPORTE, P.E. NO. 76380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE: (BIM 401 -0150
CERTIFICATE OF AUTHORIZATION N0. 6500
"t
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
PROJECT NOTES /
SUMMARY OF PAY ITEMS
By
vre JAN. 2017
sue NTS
4
BID PLANS SUBMITTAL
5 lee,
/18/207
1:53:30 PM
IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15- 23.004, F.A.C.
THE OFFICIAL RECORD OF T
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BEGIN TYPE D CURB C BOARDWALK = STA. 18 +04.60
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+99.64. 93.03 LT.
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+99.54 88.9 �TATI• S
CRE
4 CAUSEWAY BLVD.
TYPE D CURB
EL q'.
+90.95, 93.25 LT.
END TYPED CURB GRATE INLET
+10.22, 92.64' LT. WITH WEIR p
MATCH EXISTING
REMOVE EXISTING CURB
MATCH EXISTING TOP GRATE= 4.15'
+10.10, 88.60' LT.
AND EXISTING LANDSCAPINAASP' ' T
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WEST BOUND LANES (CITY OF CLEARWATER)
WB CAUSEWAY BLVD. MANHOLE
RIM EL =f
-- -- 19 ��� _- — IBM
1 1 I I NOR
28.50' LT. END MONOLITHIC C &G . 41.50' LT.
BEGIN DROP CURB
+60.00, 26.50' LT. EXIST. PALM TREES
MATCH EXISTING TO BE REMOVED
• BEGIN MONOLITHIC C &G (CITY OF CLEARWATER)
+40.00 26.50 LT.
17 Fj. MATCH EXISTING 1
■ 1 I N 88° 39' I1" E , 1
BEGIN C SURVEY 4 SURVEY I
CAUSEWAY BLVD.
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EB CAUSEWAY
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PROPOSED ASPHALT BUS BAY
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SPT BORING LOCATION
' SEE TYPICAL DETAILS SHEET
FOR ADDITIONAL INFORMATION
'
PROPOSED CONCRETE SIDEWALK
WM
AUGER BORING LOCATION
PROPOSED BOARDWALK
ANTICIPATED FUTURE CANOPY ■
FOUNDATION LOCATION
PROPOSED
DETECTABLE WARNINGS
,,,,
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PREPARED BY:
BRAD LAPoRTE, BE. N0. 79380
RIO CORPORATION
TM1o., FL 33652 STREET, SURE 1210
PHONE: IRIS) 402 -4150
CERTIFICATE OF AUTHORIZATION NO. 6500
CLEARWATER BEACH ,'7.1MWSSUISCOAST
A - •"-' TRANSIT CENTER
CITY OF CLEARWATER FUR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE & 3201 SCHERER DRIVE
CLEARWATER, FL 33756 ST. PETERSBURG, FL 33716
ROADWAY PLAN (OD
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,.,,,
AS SHOWN
BID PLANS SUBMITTAL
60. 0111
Revision:
BY:
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1/1112017
855:12 AM
1:\60025\CA00SClearn, ter Bus B.YLroa6Way,PL1NR001 OEN
ORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15
MATCHLINE STA. 19+30.00
SEE ROADWAY PLAN (01)
a ■
— EXIST. PALM TREE II
TO BE REMOVED CLEARWATER BAY
(CITY OF CLEARWATER)
EXIST. PALM TREE
TO BE REMOVED
(CITY OF CLEARWATER)
END SIDEWALK
REMOVE EXIST. +65.33, 50.8d LT. LANDSCAPE LIGHT APPROX
CURB INLET MATCH EXISTING (TYP.) DIRECTION
EL. 8.40 p0-
+80.30 ONLY _ - B
30.75' LT. +32.60, 53.50' LT. +63.99, 41.10 LT. HANDRAILS I -
REMOVE 10' EL. 8.15 MATCH EXISTING BFO
GRASS AREA WIRE PULL BOX
OF 15" PIPE +32.60, 43.50' LT. EL, 8.46
+74.96 EL. 8.35 60 "
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END PROJECT
END CONSTRUCTION
EXISTING CONCRETE BR/DG
26,50' LT. iIS
MATCH EXIST„.---- N5
SW "I
•V = 6.24'. +25.00
6 �' 4I.50 Li. CURB 28.50' LT.
END DROP CURB
i +94.30 BEGIN MONOLITHIC C &G
BEGIN PAVT. END PAVT. ASPHALT
STA. 20+$0.00
WB CAUSEWAY BLVD.
-. __
1 _ — -i.
\-_.i - RECONSTRUCTION RECONSTRUCTION 26,50 LT. +65.33, 26.50 LT.
.32' 101 +67.46, 20.50 LT. +94.30, 20.50 LT. MATCH EXIST. MATCH EXISTING
MATCH EXISTING MATCH EXISTING -
LANDSIA "ED MEDIAN 20'� M TB M3 m 21 - - -I-
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END l SURVEY
CAUSEWAY BLVD.
TO EXIST. PIPE
, ro STA. 22 +00.00
EB CAUSEWAY BLVD.
LEGEND
PROPOSED ASPHALT BUS BAY
AUGER BORING LOCATION -
I SEE TYPICAL DETAILS SHEET
FOR ADDITIONAL INFORMATION
/
PROPOSED CONCRETE SIDEWALK
ANTICIPATED FUTURE CANOPY ■
FOUNDATION LOCATION
PROPOSED ROADWAY
RECONSTRUCTION
,
.+.,.i. e,.:
q� „w
w.rn r° rre..s.
PREPARED BY
BRAD LAPORTE, P.E. 10. )9380
HNTB CORPORATION
201 MPA FRANKLIN STREET, SURE 1200
40
PHONE: (BIM 602.15
CERTIFICATE OF AUTHORIZATION x0. 6500
CLEARWATER BEACH swwLASwxco�sY
yt •. TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 6 ST. PETERSBURG, FL 33716
ROADWAY PL141V (02)
6
AN. �°°
AS SHOWN
BID PLANS SUBMITTAL
xo. ONe:
Revision:
By:
aporte
9:06:5■ AM
J:\60025\CADD \CI arwNer Bus Bay \roaJwa \PLANR1202.000
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LEGEND
CORRIDOR FOR ANTICIPATED FUTURE
CANOPY FOUNDATION LOCATIONS
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PREPARED BY:
BRAD LAPORTE, P.E. N0. 79380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE; (813) 1024150
CERTIFICATE OF AUTHORIZATION NO. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
&
^.4u1, mur
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
DRAINAGE STRUCTURES
PPr
OMe:
Revision:
JAN. 2017
AS SHOWN
7
BID PLANS SUBMITTAL
/11/2017 8:36:23 AN J: \60025 \CADOK'learwatar Bus Bav \6rainaOe\DRNSR00I.059
tuna. m. •m:�rnriir.
• • ORD OF TH! NEST IS THE ELECTRONIC FILE DIGITALLY IGNED AN•
BOR 9 B -1 BOR 8 HA -1 BOR 8 HA -2 BOR 8 HA -3 BOR 8 HA-4 BOR 8 HA -5
STA 18 +02 STA 18 +59 STA 19 +32 STA 20+02 STA. 20 +84 STA. 18 +10
REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY REF. C/L CAUSEWAY
OFF. 77' LT. OFF. 58' LT. OFF. 58' LT. OFF. 58' LT. OFF. 54' LT. OFF. 73' LT.
ELEV. 3.3 ELEV. 5.2 ELEV. 5J ELEV. 7.2 ELEV. 9.2 ELEV. 2.7
DATE 9/29/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016 DATE 9/30/2016
DRILLER A. JACKSON DRILLER D. SILAS DRILLER D. SILAS DRILLER D. SILAS DRILLER D. SILAS DRILLER D. SILAS
HAMMER AUTOMATIC
RIG D -25 TRACK
-40 —
RECOMMENDED SOIL PARAMETERS
BORING
DEPTH
N
SOIL
SOIL UNIT
SOIL
COHESION/
NUMBER
(FT)
SPT N -VALUE
(BLOWS /FT.)
CLASSIFICATION
WEIGHT (PCF)
ANGLE OF
ULTIMATE
FRICTION
SHEAR
(DEGREES)
STRENGTH
(PSF)
Y SAT
Y sue
B -1
0 TO 13
HA TO 4
SP /SP- SM /SM /ML
105
42.6
29
0
13 TO 23
13
SP /SP -SM
110
47.6
30
0
23 TO 28
2
SM
100
37.6
26
0
28 TO 40
21 TO 42
LIMESTONE
135
72.6
0
8000*
*ULTIMATE SHEAR STRENGTH
d. 1
NMC =30
200 =6
OC =4
-200 =8 f y
- 200 =19
NMC =37
LL =NP
PI =NP
1.
LEGEND
VERY LIGHT GRAY TO GRAY TO BROWN FINE SAND TO
SAND WITH SILT (SP /SP -SM) (A -31
2. LIGHT GRAY TO DARK BROWN FINE SAND TO SAND
WITH SILT, WITH SHELL AND OCCASIONAL ROCK
FRAGMENTS AND CLAY NODULES, TO VERY SHELLY
SAND (SP /SP -SM) (A -3)
3. DARK GRAY SILTY SAND (SM) (A -2 -4)
lei
10
- 4. GRAY SILTY SAND WITH SHELL TO VERY SHELLY SILTY
SAND TO SILT WITH SOME SHELL AND SAND
— - 5 ( "BAY BOTTOM ") (SM /ML) (A- 2- 4/A- 2.6/A -4)
- 5. L'9'- LIGHT GRAY TO DARK BROWN SHELLY SAND WITH
ORGANIC SILTS (SP -SM) (A -3)
— - 0
- 6. WEATHERED LIMESTONE
-5
A-3 AASHTO GROUP SYMBOL AS DETERMINED
BY VISUAL REVIEW AND LABORATORY TESTING
-10 ON SELECTED SAMPLES FOR CONFIRMATION OF
2 VISUAL REVIEW.
SP UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)
GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW
AND LABORATORY TESTING ON SELECTED SAMPLES
- -15 FOR CONFIRMATION OF VISUAL REVIEW.
NUMBERS TO THE LEFT OF BORINGS INDICATE
SPT VALUE FOR 12 INCHES OF PENETRATION
(UNLESS OTHERWISE NOTED).
-20
GL HA HAND AUGERED TO VERIFY UTILITY CLEARANCE
-200 PERCENT PASSING 8200 SIEVE
NMC NATURAL MOISTURE CONTENT ( %)
-25 LL LIQUID LIMIT ( %)
P1 PLASTICITY INDEX ( %)
OC ORGANIC CONTENT ( %)
NP NON - PLASTIC
EL
-30 NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988
GNE GROUNDWATER NOT ENCOUNTERED
- -35 2 GROUNDWATER LEVEL ENCOUNTERED DURING
FIELD EXPLORATIONS
X ESTIMATED SEASONAL HIGH GROUNDWATER TABLE
X+ ESTIMATED SEASONAL HIGH GROUNDWATER TABLE
— -40 IS AT OR ABOVE GRADE
CAUSEWAY CENTERLINE OF SURVEY OF CAUSEWAY BOULEVARD
R HAND AUGER REFUSAL
ENVIRONMENTAL CLASSIFICATION:
SUBSTRUCTURE CONCRETE: MODERATELY AGGRESSIVE (RESISTIVITY = 1,600 OHM -CM)
SUBSTRUCTURE STEEL MODERATELY AGGRESSIVE (RESISTIVITY = 1,600 OHM -CM)
SOIL TEST RESULTS:
RESISTIVITY 1,600 OHM -CM
CHLORIDES 165 PPM
SULFATES 137 PPM
pH 7.7
KEVIN H. SCOTT. P.E.
IF. LICENSE NUMBER 65515
TIERRA, INC
7351 TEMPLE TERRACE HIGHWAY
TAMPA FLORIDA 33637
CERTIFICATE OF AUTHORIZATION NO. 6586
CLEARWATER BEACH 7 —, . LARswsc st
TRANSIT CENTER '
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE
CLEARWATER. FL 33756
6 3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
SOIL PROFILES
No:
Date:
wslom
IAN. 7017
100
8
RIO PLANS SUBMITTAL
6sawasFa
1/6 /7017
10:13:17 AM !:\6511\2013 File 06511- 13- 155_PSTA \TWO 01 Causeway B s 6SySNI(1OSI tlaa\IC0OP/01
SAFETY HAMMER
AUTOMATIC HAMMER
GRANULAR MATERIALS-
RELATIVE DENSITY
SPT N -VALUE
(BLOWS /FT.)
SPT N -VALUE
(BLOWS /FT.)
VERY LOOSE
LOOSE
MEDIUM DENSE
DENSE
VERY DENSE
LESS THAN 4
4 to 10
10 to 30
30 to 50
GREATER THAN 50
LESS THAN 3
3 to 8
8 to 24
24 to 40
GREATER THAN 40
SILTS AND CLAYS
CONSISTENCY
SPT N -VALUE
(BLOWS /FT.)
SPT N -VALUE
(BLOWS /FT.)
VERY SOFT
SOFT
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 2
2to4
4 t 8
8 to 15
15 to 30
GREATER THAN 30
LESS THAN 1
1 to
3 t 6
6 to 12
12 to 24
GREATER THAN 24
KEVIN H. SCOTT. P.E.
IF. LICENSE NUMBER 65515
TIERRA, INC
7351 TEMPLE TERRACE HIGHWAY
TAMPA FLORIDA 33637
CERTIFICATE OF AUTHORIZATION NO. 6586
CLEARWATER BEACH 7 —, . LARswsc st
TRANSIT CENTER '
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE
CLEARWATER. FL 33756
6 3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
SOIL PROFILES
No:
Date:
wslom
IAN. 7017
100
8
RIO PLANS SUBMITTAL
6sawasFa
1/6 /7017
10:13:17 AM !:\6511\2013 File 06511- 13- 155_PSTA \TWO 01 Causeway B s 6SySNI(1OSI tlaa\IC0OP/01
R
7
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7
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4
CORRIDOR FOR ANTICIPATED FUTURE
CANOPY FOUNDATION LOCATIONS
PREPARED By:
BRAD IAPORTE. P.E. NO, 79380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, £L 33602
PHONE: M.)401 -4150
CERTIFICATE OF AUTHORIZATION N0, 6500
I1` /
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SEE 56-IEETS N0. 19 9ND 20
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1 = O'110R
RD 72 1
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
6
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, 71 mou- wren s*
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
4 'ON.T.
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BEGIN
BEGIN
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No. Date: Revision:
1/11/2017
Regular Exc. Embankment
A V A V
74
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0
11
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0
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11
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IAN. 2017 9
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9:11:39 AM l:\6002SCADO \Clearwater Bus Bay \raa0wayVtOKSR0OI DUN
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Br , l 19 +I0 00
3
2
2.7 GC
[WC
16" WM
2 ," 8F0
2.5 DE
6' CM
A
2
LEGEND
CORRIDOR FOR ANTICIPATED FUTURE
CANOPY FOUNDATION LOCATIONS
O
100
90
80
70
PREPARED By:
BRAD LAPORTE, PE, NO. 70380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA. FL 33602
HONE: (8131 4024150
CERTIFICATE OF AUTHORIZATION NO 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
b
an
50 40
; s•—r∎P•rnaEASww011r,
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST, PETERSBURG, FL 33716
S( ALE
1" = 0' O,ORTZ.
S '
ON7T. "AU7ENAY BLVD. 1" = 5' l ER ".
CROSS SECTIONS (02P
iflOr
Date:
BY:
Regular Exc. I Embankment
A V A V
20
13
15
30
25
26
MI
5
7
11
JAN 2017
AS SHOWN
10
15
19
10
BID PLANS SUBMITTAL
/10 /2017 1058:35 PN J:\60015\CADD \Clea,nrer Bus Bay \roadway \RDXSROOI.D6N
ORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61015-23.004 F.A.0
1111 11111111111111111111111111111111111111111111111 1 "1111111111
111111■11111MM= 111111111111111111111111111111111111111111111111 ■ IIUIIIII ■IIU111111IIIUUIIII■UIIflhUI l V!iIIII
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I
ON
A
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10
9
LEGEND
CORRIDOR FOR ANTICIPATED FUTURE
CANOPY FOUNDATION LOCATIONS
NMI
PREPARED BY:
BRAD LAPORTE. P.E. N0. 29360
CORPORATION
HATO CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33603
PHONE: (813)402-0100
CERTIFICATE OF AUTHORIZATION NO. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANS T CENTER
FOR PINELLAS SONCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
CROSS SECTIONS 103
Regular EE c. Embankment
A V A V
15
9 4
6
31 10
■
WNE
17
■ MEM
Revision Bn BJD PLANS SUBMITT
McGOrre
1/1012017 1050 :40 PM 0\60015SCAO0\O ama[er Bus Ba7Vroa4wa V103SR0020011
GENERAL NOTES:
1. THE REGULATORY SPEED FOR THE PROJECT SHALL MATCH EXISTING POSTED SPEEDS.
NO SPEED LIMIT REDUCTION IS PERMITTED FOR THIS PROJECT.
EXISTING POSTED SPEED = 30 MPH
2. TRAVEL LANES ALONG CAUSEWAY BOULEVARD SHALL NOT BE LESS THAN 10' IN WIDTH.
3. BICYCLIST AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED ALONG CAUSEWAY
BOULEVARD AT ALL TIMES. SEE "TRAFFIC CONTROL PLAN SIGNING DETAIL" FOR DETOUR
INFORMATION.
4. NO LANE CLOSURES ARE PERMITTED BETWEEN THE HOURS OF 5:00 AM AND 9:00 PM.
SEQUENCING NOTES:
I. MAINTAIN ALL TRAFFIC MOVEMENTS ALONG CAUSEWAY BOULEVARD.
2. PLACE ADVANCE WARNING SIGNS PER TRAFFIC CONTROL PLAN. UTILIZE INDEX 611.
3. INSTALL PEDESTRIAN DETOUR SIGNAGE AND CLOSE SIDEWALK. UTILIZE INDEX 611.
4. REMOVE THE EXISTING LIGHT POLES PER UTILITY ADJUSTMENT SHEETS. COORDINATE
WITH THE CITY OF CLEARWATER AND DUKE ENERGY PRIOR TO CONSTRUCTION. UTILIZE
INDEX 611, 612, AND 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC
CONTROL PLAN.
5. RELOCATE EXISTING SIGNS TO FINAL LOCATION PER SIGNING AND PAVEMENT MARKING
PLAN. UTILIZE INDEX 611 AND 612 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE
TRAFFIC CONTROL PLAN.
6. REMOVE THE EXISTING CURB INLET AT APPROXIMATE STA. 19+85. CONSTRUCT THE
PROPOSED STRUCTURE S —I AND PROPOSED PIPE. ENSURE DAMAGED PAVEMENT AND /OR
CURB AND GUTTER IS RESTORED PRIOR TO REOPENING THE OUTSIDE LANE TO TRAFFIC.
UTILIZE INDEX 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL
PLAN.
7. CONSTRUCT THE PROPOSED CURB AND GUTTER, PROPOSED BUS BAY PAVEMENT,
PROPOSED SIDEWALK PAVEMENT, PROPOSED BOARDWALK STRUCTURE. AND PROPOSED
GRADING. UTILIZE INDEX 611, 612, AND 613 IN CONJUNCTION WITH THE SIGNAGE SHOWN
IN THE TRAFFIC CONTROL PLAN.
8. PLACE FINAL MARKINGS PER SIGNING AND PAVEMENT MARKING PLAN. UTILIZE INDEX
613 IN CONJUNCTION WITH THE SIGNAGE SHOWN IN THE TRAFFIC CONTROL PLAN.
9. OPEN TRAFFIC TO FINAL CONFIGURATION.
PREPARED BE
BRAD LAPORTE. P.E. NO. 79380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
PHONE: (813) 402-4150
CERTIFICATE OF AUTHORIZATION NO, 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
TRAFFIC CONTROL PLAN
NOTES
BE
JAN. 2017
sum N S
12
810 PLANS SUBMITTAL
aporte
I /10 /2017 110204 PM J *60025SCADO \ClearpAer Bus Bay\roa8ra STEP \YCGNR00I.DGN
THE OFFICIAL RECORD OF
43
UJ
o
200'
T
SIGN
DETAIL #2
NOTES:
1. UTILIZE THE SIGNAGE SHOWN ON THIS SHEET IN
CONJUNCTION WITH INDEX 613, DURING OFF -PEAK HOURS.
SEE TCP NOTES FOR ADDITIONAL INFORMATION.
2. PLACE ONE "NO PARKING" SIGN IN EACH OF THE FOUR
PARKING SPACES ADJACENT TO THE PARKING METERS.
3. ONLY USE LANE CLOSURE SIGNS WITH INDEX 613.
• 200'
BUFFER
SPACE
180'
TAPER
LENGTH
Y1 43 43 9-I
4] 4) 4]
PCMS
#7
500'
175'
SEE
NOTE #3
RIGHT
LANE
CLOSED
AHEAD
SEE
NOTE #3
ROAD
WORK
HEAD
ONINIIV
ON
SIGN DETAIL #1
SPEEDNG RXES
DOUBLED
WEN 550015
FUTURE EXISTING FENCE
(BY OTHERS)
SEE SIGN DETAIL #2 SEE SIGN DETAIL
BEGIN CONSTRUCTION
STA. 17 +40.00
END PROJECT
END CONSTRUCTION
STA. 20+80.00
ti
poi
CLEARWATER BAY
22 WB CAUSEWAY BLVD.
EB CAUSEWAY BLVD.
PCMS #1 DETAIL
FUTURE EXISTING FENCE
(BY OTHERS)
ED UNDER RULE 61
SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED
FOR PLACEMENT, SEE SIGN DETAIL #1
FUTURE EXISTING FENCE .1\!t
(BY OTHERS)
LEGEND
PEDESTRIAN /BICYCLIST DETOUR F>
WORK AREA
PCMS PCMS PCMS PCMS
MESSAGE 1 MESSAGE 2 MESSAGE I MESSAGE 2
IIEPARED r:
BRAD IAPORTE, I.E. 110. 19380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 13601
PHONE: (811) 4024150
CERTIFICATE OF AUTHORIZATION NO. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
, T 91wIMSSBBaNR T
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
TRAFFIC CONTROL PLAN
SIGNING DETAIL
NIGHTLY
LANE
CLOSURES
MMMDD-
MMMDD
a7(PM -XAM
LANE
CLOSURE
AHEAD
DRIVE
WITH
CAUTION
2 WEEKS IN ADVANCE DURING ACTIVE PHASE
(SEE PLAN SHEETS)
e. Revision
BY
AN. 2017
AS SHO
13
BID PLANS SUBMITTAL
Haoorre
1/10/2017 11:13:41 PN
l:\60025\CADD\ClearNMer Bus Bay\road,,ay \TCP \TCDTR00111GN
6
BFO / TO REMAIN
FRONTIER COMMUNICATIONS
BT / TO REMAIN
COMMUNICATIONS ""....„.;;
N'
4" BFO / TO REMAIN '
CITY OF CLEARWATER
LIGHT POLE DUKE ENERGY.'"--
BT
;;..\\\ vet
W Weo
G G.
BT BT?���
BT / TO REMAIN
CHARTER COMMUNICATIONS
2" POST ON BRICK
STAND (TYP.)
(OLD METER POST)
1J LANDSCAPE LIGHT
TYP,)
• 4-1
TRANSFORMER /
TO REMAIN to
DUKE ENERGY
(2) PULL BOXES /
TO REMAIN
CITY OF CLEARWATER
BFO - - - - - --
-' - -- BF
PAY STATIONS
ON CONCRETE
ASPHALT
IRRIGATION BOX
/ TO BE:RELOCATED
CITY OF CLEARWATER /
BY OTHERS
BE TO REMAIN
ENERGY
GRATE INLET
WITH WEIR
LIGHT POLE / TO REMAIN TOP GRATE= 4.15'
DUKE ENERGY SLOT EL =3.52'
SE INV =1.37'
ASPHALT
ELECTRICAL
POWER SOURCE
4" BFO / TO REMAIN
— -- TRCE UPLIGHTINGTI-
4" BFO / TO REMAIN TO REMOVED- --
LJTY1)F_CLEA.ItWATER DUKE ENERGY / BY OTHER
PULL BOX / BFO / TO BE RELO 'TED \
wow, OTHE:r
CONC. PAD FOR BENCH
AND TRASH CAN
\TREE (!PLIGHTING /
0 BE REMOVED
DUKE : NERGY / BY OTHERS
CITY OF CLEARWATER
TO BE RELOCATED^a,\,ay,.�
W
- TBM4
IRON 13.0.0 & CAP
L 905BS.3-` E1£ --T -- O_
Et =5.an' - - - BT - - - .... - n- -- -. -BT-- .- - -. -- p - . - BT •
BE
M / TO REMAIN
Y OF CLEARWATER
TO BE RELOCATED
DUKE ENERGY/8Y OTHERS
F
W
BFO
W-----'
BFO
VALVES / TOBBE ADJUSTEDPC"\\ CONCRETE S
BFO BFO - ^T 1
SIGNAL POLE R TO ERMAIN - -
L3eF 1 CITY OF CLEARWATER
• �
\4h} =1 IRRIGATION BOX /
7
-o \� ,,r TO REMAIN '
C-FFY-Of -BEE* VAFFEFF
BT BT BT-- - - - - -- - - �1
TREE UPLIGHTING / TO BE REMOVED
4" BFO / TO REMAIN
CITY OF CLEARWATER
BT / TO REMAIN
CHARTER COMMUNICATIONS
BE / TO REMAIN
DUKE ENERGY
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 17 +40.00
17 Pi.
LIGHT POLE / TO REMAIN
DUKE ENERGY
4" BFO / TO REMAIN
CITY OF CLEARWATER
DUKE ENERGY / BY OTHERS
BT / TO REMAIN
CHARTER COMMUNICATIONS
ELT--
E-HED6E5-
\ LANDSC,
WB CAUSEWAY BLVD. PULL BOX / TO BE REMOVED
DUKE ENERGY / BY OTHERS
N B8° 39 1I" E
1
. -- - -: t: 1,
-- ----BT -- --- .
POLE /
TO BE REMOVED
BE /
TO BE REMOVED
DUKE ENERGY /
BY OTHERS EB CAUSEWAY BLVD.
BY O IEIfblY BO
SIGNAL POLE / TO REMAIN
CITY OF CLEARWATER
UTILITY NOTES:
1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VvI) ARE BASED ON LIMITED
INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS / ELEVATIONS
APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
2. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
3. UTILITY /AGENCY OWNERS:
COMPANY
CHARTER COMMUNICATIONS
CITY OF CLEARWATER (TRAFFIC OPERATIONS DIVISION)
CITY OF CLEARWATER (WASTE, SEWER, DRAINAGE)
CLEARWATER GAS SYSTEM
DUKE ENERGY
DUKE ENERGY (SUB AQUEOUS)
FRONTIER COMMUNICATIONS
WIDE OPEN WEST (WOW!)
CONTACT TELEPHONE NUMBERS
OSWALDO PEREZ (727) 329 -2817
TED MELLIS (727) 562 -4952 07252
ROBERT FAHEY, P.E. (727) 562 -4608
JORGE HERNANDEZ (727) 562 -4900 x7423
SHARON DEAR (407) 905 -3321
SHARON DEAR (407) 905 -3321
NANCY HUNT (727) 562 -1176
JOHN BURLETT (727) 239 -0158
4. UTILITY COORDINATION IS ON -GOING WITH ALL UTILITY AGENCY /OWNERS. AS INFORMATION IS RECEIVED, THE PLANS
WILL BE UPDATED WITH PLAN REVISIONS.
PREPARED BY:
BRAD LAPORTE, P.E. N0. 79380
HNTB CORPORATION
701 N. FRANKLIN STREET- SUITE 1200
TAMPA. FL 33602
PHONE: (813) 002 -4150
CERTIFICATE OF AUTHORIZATION N0. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH
TRANSIT CENTER
FOR
6
SURVEY
CAUSEWAY BLVD.
D ILA
B
TREE UPLIGHTING /
TO BE REMOVED
O O`
O VI
DUKE ENERGY / BY OTHERS p
BE / TO BE REMOVED MANHOLE
DUKE ENERGY / RIM EL =( 01
BY OTHERS _ _ 1-
19 — •011
Ln
WQ
L3
Q
gW
6" GM / TO REMAIN
CLEARWATER GAS SYSTEM
BFO / TO REMAIN
FRONTIER COMMUNICATIONS
BT / TO REMAIN
FRONTIER COMMUNICATIONS
EAST BOUND LANES
4" GM / TO REMAIN
CLEARWATER GAS SYSTEM
IBM
NOR
MAW
EL=
PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
UTILITY
ADJUSTMENTS (01)
D
Nowt e
1/11/7017
IAN. 2017
14
Nue
AS SHOWN
Revis,0,: BY: BID PLANS SUBMITTAL
9:18:06 AM J- \60025 \CARD \Cl eons ater Bus Bay5l11s\UTADRD01.DON
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61
MATCHLINE STA. 19+30.00
SEE UTILITY ADJUSTMENTS (01)
a
N
il
CLEARWATER BAY
IRRIGATION BOX / TO BE RELOCATED
CITY OF CLEARWATER / BY OTHERS
BE / TO BE RELOCATED
DUKE ENERGY / BY OTHERS BT / TO REMAIN
q^ BFO / TO REMAIN CHARTER
CITY OF CLEARWATER
TREE UPLIGHTING / COMMUNICATIONS LANDSCAPE LIGHT APPROX.
TO BE REMOVED (TYP4 DIRECTION
DUKE ENERGY / BFO / TO BE RELOCATED ONLY -gFO-
BY OTHERS WOW! / BY OTHERS 4' BFO / TO REMAIN HANDRAILS I -
- -
BT / TO REMAIN CITY OF CLEARWATER
B
16° WM / GRA .CpgE&ER COMMUNICATOINS LIGHT POLE / WIRE PULL BOX
TO REMAIN WATER BOX / TO BE REMOVED
CITY OF TO BE ADJUSTED DUKE ENERGY / 0" -
6
CLEARWATER CITY OF CLEARWATER BY OTHERS i I
I HEDGE OF CA EA • TO BE ADJUSTED A; TO BE REMOVED - " /% / / /U( /
76' CITY OF CLEARWATER O DUKE N gF0" / ,oEUIP 1
Y
• . - • - n S / ,---BFO / ,,,EM IN 4" BFO / TO REMAIN
/j � jE
_ - - - '.. R=% - BFO - - - - I �E -S - - - - - , -12'- BF BFO - T- // N(, F W 0
• CITY OF CLEARWATER Fir I ✓i��
L s ' 8T / TO
- BFO� EMAfN
- — - BF( ,,,,,,,2".
- - W W - - - - - - BFO -
- - - - - - - - CHARTER COMM q., BFO / TO REMAIN
1111 BFO .'
V h'
DEWAdE / TO BE REMOVED ` .. L OX CITY OF CLEARWATER
E I Vvh -1
°UNICATIONS
TO REMAIN / P
K EN RGY BY OTHERS - 0
67BE0 -
• .�.>�� • `� •• WOW! � _ _ _ -� I - - BP
- _ BT e� o 00
Vvh =,4
• Vvh-3 "'° , __ iBT-- �.- - B __BFBT m BFT FO 0
_ _ Vvh -5 � . . . ' . . H 4 3 . 6 5 - i B T - BF6 . - - - - - -
{ =:'. LANDSCAPED T .�'� -� 1 - B F O - - - - - - - - - - - B F O - - - - - - -
V v h - 6 \ • - 6 • ' r te - . SEA 16' P - � �� P —__L TOP EL= BT. g { 7, OFO___. P Valli 5 LANDSCAPED AREA
��� _ THREAT- 7.76'
L m _ _
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- - - - - - `
B B BT - -- T
•.L
•? `.
'(31
� .�. -- -- -..
7 BT-- - 8T-
\ BT / TO REMAIN BFO- -
BFO -- BFO g1lIP'
- -• - -BT - -.. _ -.. \ REMAIN
FRONTIER COMMUNICATIONS
EXISTING CONCRETE BRIDG
WB CAUSEWAY BLVD-
BT / TO REMAIN
-
WR NV
5' N,
5 PULL BOX /
VALVES / TO / BY OTHERS
i TO BE ADJUSTED TREE UPLIGHTING / ASPHALT
FRONTIER COMMUNICATIONS
BFO / TO REMAIN
./ CITY OF CLEARWATER TO BE REMOVED
"'N
FRONTIE COMMUNICAT IONS
6" GM / TO REMAIN
35 CLEARWATER GAS SYSTEM 3 DUKE ENERGY / BY OTHERS m FRONTIER COMMUNICATIONS
■NOSCAPED MEDIAN 20. GNAO 21—
'H RIM 1 I• L N 88° 39' 11" E 1 X IROW,ROD & CAP I
m _ ____
r_ __ — —
By
5.31' LC RUGS
• EL =8.SZ
TO BE REMOVED
--
MT /70—REMAIN
DUKE ENERGY / C SURVEY
BY OTHERS 3 CAUSEWAY BLVD.
LIGHT POLE / EB CAUSEWAY BLVD.
TO BE REMOVED
i' .....„,0 FRONTIER COMMUNICATIONS
''
m
DUKE ENERGY /
BY OTHERS
BE/TO BE REMOVED
END PROJECT
END CONSTRUCTION
DUKE ENERGY / BY OTHERS
3 BT / TO REMAIN /
STA. 20 +80.00
CHARTER COMMUNICATIONS
m
/',
TEST HOLE INFORMATION
Vvh
NO.
UTILITY
OWNER
Q SURVEY
UTILITY
DEPTH
(COVER)
3 6" GM / TO REMAIN
STATION
OFFSET
CLEARWATER GAS SYSTEM
'
\ 16" WM / TO REMAIN
CITY OF CLEARWATER
1
PRNATE
19 +86.36
42.91' LT.
1.5° PVC IRRIGATION
0.68'
2
UNKNOWN
19 +87.08
42.84' LT.
6" CIP
5.25'
3
DUKE ENERGY
19 +86.42
41.81' LT.
2.5" PVC BE
1.73'
4
UNKNOWN
19 +86.46
40.35' LT.
1' PVC BE
1.52
5
UNKNOWN
79 +84.96
39.14' LT.
2 -4° PVC BFO
4.41'
•
6
CITY OF CLEARWATER
19 +86.79
36.04' LT.
16 CIP WM
3.10'
.w... «rvr°...e..
q„w
PREPARED 61'-
BRAD LAPORTE, V E N0. )9380
HxTecoavgaangx
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, EL 33602
PHONE' (8)3) 401 -0150
CERTIFICATE OF AUTHORIZATION NO, 6500
CLEARWATER BEACH „p, •II�ILASsuxm•sr
r ' -° -- TRANSIT CENTER "'
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 ST. PETERSBURG, FL 33716
UTILITY
AD/US TMENTS (02)
75
°"` IAN_ 2011
AS 50005
BID PLANS SUBMITTAL
N. DXe:
5 l n,
gyp
aporte
1 /11 /2017
9:31:56 AM
1160025\CADD\Clearwaler Bus BayWINSU?A0RD02don
BOS STA. 171-00.00
49 °44'46°
TBM4
IRON ROD AND CAP
LB 8053
EL. 5.30
STA. 17 +34.77. 41.07' LT.
CAUSEWAY BLVD.
SURVEY LINE
BOS STA. 17 +00.00
TBM4
TBM1
NAIL AND DISK
LB 6053
EL. 4.05
18 +91.99, 145.38' LT.
90 °00'00°
CAUSEWAY BLVD.
SURVEY LINE
POT STA. 18 +91.99
POT STA. 18 +91.99
TBM1
TBM3
IRON ROD AND CAP
LB 8053
EL. 8.62
20 +43.30, 2.10' LT.
CAUSEWAY BLVD.
SURVEY LINE
156
EOS STA. 22 +00.00
EOS STA. 22 +00.00
TBM 3
PREPARED BY:
BRAD LAPORTE, P.E. NO. 79380
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA. FL 37602
PHONE: MIX 402 -4150
CERTIFICATE Of AUTHORIZATION NO. 6500
CLEARWATER BEACH QIR/AS wBCa.sy
TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 ST. PETERSBURG, FL 33716
PROJECT NETWORK
CONTROL SHEET
Dale.
Revision:
My:
JAN. 2017
NTS
16
BID PLANS SUBMITTAL
Olaporte
1/11/2017 6.38:36 AM J:,6002SCADO376470ater Bus B6YSsurvey\CTL5RD01.OIM
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE RIG
+99.64 EXISTING SIGN AND
MATCHLINE STA. 19+30.00
SEE SIGNING AND PAVEMENT MARKING PLAN (02)
93.03' LT. PARKING METERS TO REMAIN
6" SOLID WHITE +10.22
+90.95 PA' ST ONS 92.64' LT.
•
CR.TE OW 93.IS LL 6" SOLID INLET ry
ce WEIR
Q 208 6"
SOLID 92.4050P GRATE= 4.75'
99.79'
IL WHITE 92.4a555,'LX1T EL =3.52'
CC ASPHAL +28.63E INV =1.37'
Z 2" POST ON BRICK
Z STAND (ON
(OLD METER POST)
W 6" SOLID WHITE
9Va3'ettr
,���.-: _._��
..a. �e,
a 6" SOLID WHITE
CONC. PAD FOR BENCH
AND TRASH CAN
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LANDSCAPE LIGHT =__--
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(DIAGONAL) ��
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END 6" WHITE PAVEMENT +
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6" WHITE
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BEGIN 6" WHITE \\
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N 88° 39' 77" E
BOUN LANES
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PREPARED BY:
BRAG CORPORATION P.E. N0. 29360
HrtBC0aP6nAT,6N
201 N. FRANKLIN STREET, SUITE 1200
TAMPA, FL 33602
HONE: (813) 002,150
CERTIFICATE OF AUTHORIZATION N0. 6500
CLEAR BEACH ?NOi1lswMCwsT
TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 6r ST. PETERSBURG, FL 33716
SIGNING AND PAVEMENT
MARKING PLAN (01)
..
z.....
17
.I,R�
JAN 2812
_
AS SHOWN
Fu
810 PLANS SUBMITTAL
Na. Oxe:
Revision:
BY:
0:38:29 AM J:\60025 CAOD \Clexwater Bus BaY \slWnln9\PLANSPOI.DUN
AND SEALED UNDER RULE 61G15
MATCHLINE STA. 19+30.00
SEE SIGNING AND PAVEMENT MARKING PLAN (01)
k;
B
CLEARWATER BAY
LANDSCAPE LIGHT APPROX.
(TYP,) DIRECTION
ONLY
HANDRAILS I
GRASS AREA WIRE PULL BOX
PAVEMENT
MESSAGE
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HEDGE OF OLEANDER BUSHFS �� /
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MATCH EXIST. END CONSTRUCTION
\ END 6" WHITE
6" SOLID WHITE BEGIN 6" WHITE WB CAUSEWAY ASPHALT STA. 20+80.00
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.� + Y -P SKIP) BLVD. EXISTING SIGNS
2' -'% PAVEMENT MESSAGE TO REMAIN
+25.00
LANDSCAPED MEDIAN 20 IRON 21 — — _ _
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32'
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EL HUSS — — — .— _ __. 1
4 SURVEY
CAUSEWAY BLVD.
EB CAUSEWAY
BLVD.
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r wpm
PREPARED BY:
BRAD CORPORA, P.E. M0. )9380
Wife CORPORATION
MI N. FRANKLIN STREET, SUITE 1200
TAMPA FL 73602
PHONE: MID 002-0150
CERTIFICATE OF AUTHORIZATION N0, 6500
I' CLEARWATER BEACH 7 MLLA7 SIIN0011fT
Y. TRANSIT CENTER
CITY OF CLEARWATER FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
100 SOUTH MYRTLE AVENUE 3201 SCHERER DRIVE
CLEARWATER, FL 33756 6r ST. PETERSBURG, FL 33716
SIGNING AND PAVEMENT
MARKING PLAN (02)
18
IAN. 101)
_
AS SHOWN
BID PLANS SUBMITTAL
No. Date:
evasion.
By:
J: \60025 \CADD\Clearwater Bus BaY \sioning\PLANSP02.dgn
.ril-
Cont. Pavement —\ 1 1
(See Roadway Plans) I 1 aJ
i1 1
Sta. 17 +99.60, 80.10' LT 11
--J
Conc. Pavement —\
(See Roadway Plans)
HA -5
Bent 2
2"x8"x12'
Splice
Connector
Sta. 18 +09.60, 80.10• LT
See Detail "F"
Front Face Abutment 3
Sta. 18 +04.60, 80.10 LT
6" Backwall
(TYPJ
Conc. Pavement
(See Roadway Plans)
Front Face
Of Backwall
Abutment 3
,B" Open Joint
05
B -1
Splice
(Typ.)
17' Yp-6"
(T.)1
1— 1
k I
rL Bent 1
Sta. 18 +04.60, 71.57' LT
PLAN
17' -o -z"
..1
Detail "B" (Typ.)
Detail "A" (Typ.)
9' -0"
Boardwalk Approach Sidewalk
1/2" Expansion Joint
(Preformed Joint Filler)
Sta. 78 +09.60, 63.04' LT
1 90"0'0"
i_.c r (TYPJ
^I\ fL Boardwalk
fL Front + Face t
ta. 1804.60, Abu 63.04' ment LT 1
h
Sta. 17 +99.60, 63.04' LT
8' -6" Span 2
Boardwalk
10 2,x4 "x4,_73„
Inter. Rail
I Su
Compacted
Subgrade and
Backfill per FOOT
Spec. 522 -4. (Typ.) �`Alalllol��l_
5
2'x2"x3•-23"
Vert. Picket (Typ.)
Conc. Pavement
(Refer to
Roadway Plans)
4, -3. (TM)
9
(Typ.)
0
r� Bent 2
8' -6" Span 1
93" Max. Spa. Boardwalk
(Top or Bott.)
12 Elual S•aces
Conc. Sidewalk
(See Roadway Plans)
Front Face
Of Backwall
Abutment 1
%" Open Joint
43" (Typ.)
Detail "D"
Proposed
Ground Line
3" Min. (Typ.)
6" Max. (Typ.)
6" 0 Timber
Support
Post Typ.
ELEVATION
4B2
Existing
Ground
Line
Construction
Joint (Typ.)
Conc. Swk.
(Refer to
Roadway
Plans)
"i1B2
06481
1' -0"
Max.
10
5
Conc. Abutment (Typ.)
"Steel strap, see Sheet No. 20.
"*Field cut rebar as required to maintain 2" cover.
ach Sidewalk
Boardwalk Appr
N 88° 39' 11" E
1-
Survey Causeway BLVD.
/— Left coping of
/ proposed sidewalk
/ (See Roadway Plans)
Steel strap
(TYPJ
#10x3"
Wood
Screws
Max. •
A I liI
2-#10x4"
ana
\ S.S. Screws
(Typ. each
Post)
6" 0 Timber
Support Post
2"x8"
Joists
Detail
ta" Gap
(TYPJ
2"x6" SP
Decking
#10x2'" Woo
Screws (Typ.)
11 4" 0 Hex
Bolts (Typ.)
3"x12'
Timber
Caps
2'x8"x 12'
Slice
Connector
11i" Bx10( "
Hex Bolt
0
m
05
2
+ 2.00%
2 "x8" Block
(Typ.)
Detail "F"
00
0
b
00
+ 5.00%
Conc. Pavement
Front Face
Of Backwall
Abutment 2
VERTICAL PROFILE
(Along ¢ Boardwalk)
Conc. Swk.
Front Face
Of Backwall
Abutment 1
SECTION A -A
(With Decking Shown)
(TYPO
Detail "B"
Deta'I "C"
1" Min.
114"
Detail "0"
1" Min.
Detail "E"
" AM5
GGV
AMS
GGV
PREPARED BY:
GIERG3/ VA50. P.E. N0. 72509
LINTS CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA FL 33602
PHONE: (BIM 602 -6150
CERTIFICATE OF AUTHORIZATION N0. 6500
4 -.
4
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH NNwAASxuwn*Yr
TRANSIT CENTER
FOR PINELL45 SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
BOARDWALK
PLAN AND ELEVATION
Dale'
ReyiSiOf
By:
Jan. 2017
max xrs
19
BID PLANS SUBMITTAL
g0as0
1/13/7017
THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61
THE OFFICIAL RECORD OF
1:19:2S PM \ \tmaw00 \pmwork \Job \60025 \CA00 \C1earwater Bus Bay •sfr6R\BIPIanEla"01.OGM
#70x4" S.S. Screw
#10x23" S.S. Screw
7'x2"x3' -2W
Vert. Rail Post
2"x8" SP Railing Cap
- 7'x4" SP Top Railing -----
7'x2'x3 -21/1" #10x23"
Vert. Rail Post S.S. Screw
I2"- x-6' SP Bottom Railing - _ - --
2 -11/8" 6x12((4" Hex -Bolt
Assemblies per Post (Typ,)
13
17' -3"
(Based on 6" 0 posts)
2"x4" SP Top Railing
,� rp Boardwalk
1' -8' (Typ.
2"x6" SP
Bottom Railing
2"x8" Joists
(TYP.)
2'06" SP
Decking
Toe Nail
2 "x8"x12' Splice
Connector (Screw to Joist)
3',Y12"
Timber
Cap
a
See Note 3 below
Loose Compacted
Gravel Gravel
ALTERNATE POST INSTALLATION DETAILS
(With approval of the Engineer, the alternate post
installation may be used.)
1. Drill 7' -0" 0 hole 13 -0' deep. Place 2' -0" (Min.) Size
57 Stone.
2. Hand tamp gravel 8" (Min.) into bottom of hole.
3. Place 6" 0 post. Fill with compacted sand, Class I
Concrete or Plowable fill, in accordance with
Specification 125 -8.
#10x4" S.S.
Screws (Typ.)
ESTIMATED QUANTITIES
ITEM
UNIT
QUANTITY
Treated Timber
Joists, Caps & Misr
BM /Span
106
Structural
Support Post (6" 0)
BM /ft of Post
2.36
Structural Plastic
Decking, Rail
BM /Span
166
Concrete
Abutment
CY /Each Abut.
1.1
Reinforcment
Abutment
LB /Each Abut.
64
See See note number 6 for breakdown of pay item cost.
7174"
6" 0 Timber
Support
Post (Typ.)
GROUND LINE
BOARDWALK TYPICAL SECTION
SP Railing Cap
SP Top Railing
7' x 8" x 3' -4"
Timber
SP Bot. Railing
SP Decking
Joist (Typ.)
SECTION THROUGH HANDRAIL
AT BEGIN /END BOARDWALK
2"x8"
Joist
3D Nail
(TYE)
4" wide steel strap,
14 guage min. thickness
STEEL STRAP DETAIL
(See Sheet No. 19)
POST INSTALLATION TABLE
COHESIONLESS SOILS (SANDS)
0
Saturated
Unit Weight
Submerged
Unit Weight
.D.
lbf /ft'
lbf /ft4
ft.
Loose
29
105
42.6
13
2'x8" SP
Railing Cap
7'x2" Vert.
Rail Post
#70x4" S.S. Screws
#10x4" S.S. Screws
2'x8" SP Railing Cap
Make Flush
#10x4" 5.5. Screw
1178" 13.10Y Hex
Bolt Assembly
3"512"
Timber Cap
NOTES:
6" 0
Support Post
2 "x6" SP Bottom Railing
7'x6" SP Decking
2"x8"x12" Splice��-
Connector
x8" Joist
SECTION THROUGH HANDRAIL
AT SUPPORT POST
2"x4" SP Top Railing
6" 0 Support Post
2"06" SP
Bottom Railing
#10x4" S.S.
Screws
7'x6" SP
Decking
#10x231"
5.5. Screws
6" 0 Support Post
1. Specifications: Designed in accordance with the 2014 AASHTO LRFD Bridge Design Specifications
(LRFD), 2009 LRFD Guide Specifications for the Design of Pedestrian Bridges (AASHTO DPB) and the
2012 National Design Specifications (NDS) for Wood Construction.
2. Lumber sizes shown are nominal sizes. Lumber shall be furnished in sizes meeting the
requirements of the American Softwood Lumber Standard, PS20 -94. Lumber grade shall be No. 1, in
acordance with FOOT Standard Specification 952. The Decking, Railing Cap, Top Railing and Bottom
Railing shall be Structural Plastic. Structural Plastic (SP) shall be Fiberglass Fiber Reinforced
Composite Lumber (FFRCL) in accordance with FOOT Standard Specification 973.
3. Design Loading:
Pedestrian LL: 90 psf (Section 3.1 AASHTO DPB)
Rail and Post LL 200 lb + 50 plf (Section 13.8.2 LRFD)
Timber DL: 34.3 pcf (0.55 Specific Gravity- Section 8.4.1.1.4 LRFD)
Structural Plastic DL: 65 pcf (FFRCL -FOOT Standard Specification 973)
4. All lumber (Timber & Post) shall be Southern Pine and treated in accordance with FOOT Standard
Specification 955. All posts shall receive treatment as required for piling. All structural timber
shall be treated for a non -salt (or non - brackish) environment, unless specified otherwise.
5. The Contractor shall use bolts or screws, as shown, for assembly of the boardwalk. All bolt
assemblies shall have washers under both the bolt head and nuts. Screws shall be countersunk and
installed in holes drilled with a countersunk drill bit. Nails may only be used for pre- assembly as
shown. All fasteners shall be ASTM A -3O7. All bolts, nuts, washers and nails shall be galvanized
in accordance with ASTM A -753. All steel plates shall be galvanized in accordance with ASTM 723. All
Stainless Steel screws shall be ASTM F593 Type 305.
6. Cost for lumber hardware, post installation, and all incidental items necessary for the timber
boardwalk including structural and SP lumber shall be included in unit cost for Pay Item 470 -1, Treated
Timber Structural. Cost for rebar and concrete abutment shall be included with unit cost for Pay Item
522 -2, Concrete Sidewalk and Driveways, 6" Thick.
7. Posts shall be set by pushing /impacting or excavating a 12" 0 hole. If set by pushing /impacting, the
post tip shall be installed to the depth shown in the installation table. If set by excavation, the post
shall be centered in the hole and to the depth shown in the installation table. The hole shall be
back filled and compacted with suitable material in accordance with FOOT Specification 125 -8. When the
depth shown is large, the Alternate Post Installation Detail may be proposed.
8. The contractor shall provide shop drawings for all Structural Plastic members
(Deck & Rails) to the engineer for approval.
9. The color of the Structural Plastic shall be color no. 30227 in accordance with Federal Color
Standard 5958.
GGV
ABS -
6GV
PREPARED BY:
GLER611 VA50, P.E. N0. 72509
HNTB CORPORATION
201 N. FRANKLIN STREET, SUITE 1200
TAMPA. FL 33602
HONE: M13)402-4150
CERTIFICATE OF AUTHORIZATION N0. 6500
CITY OF CLEARWATER
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
CLEARWATER BEACH ? ^ "xNUeK
TRANSIT CENTER
FOR PINELLAS SUNCOAST TRANSIT AUTHORITY
3201 SCHERER DRIVE
ST. PETERSBURG, FL 33716
BOARDWALK
TYPICAL SECTION
Dote:
By:
Jae 2017
sum NTS
20
BID PLAITS SUBMITTAL
was0
THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI5- 73.000. F.A.C.
THE OFFICIAL RECORD
1/13/2017 4:09:18 PM \\tmaw00 \emworI \Job \60025\CADD \Clearwate, Bus Bays TUCt\BITyeicalSectio001.00R
EXHIBIT E
SCOPE OF WORK
EXHIBIT E
Clearwater Beach Transit Center
Draft Contract Bid Document
Statement of Work
The purpose of this project is to construct a new bus bay along the north side of Causeway
Boulevard in Clearwater Beach. The location of this new bus bay is just east of the intersection
of Causeway Boulevard and East Shore Drive. This project will include the construction of a
boardwalk structure connecting the sidewalk running along the north side of Causeway
Boulevard to the Gateway Parking Lot #43 owned by the City of Clearwater. In addition, a
canopy structure will be constructed adjacent to the proposed bus bay and over the proposed
boardwalk connection. All work shall take place within the existing City of Clearwater right -of-
way.
This project involves roadway design, drainage design, signage and pavement markings,
structures design, and utility coordination. Other improvements will be handled by the City of
Clearwater and are not a part of the scope for this project including landscaping, transit amenities,
and signalization.
Causeway Boulevard from East Shore Drive to the bridge over the Clearwater Harbor Channel is
classified as an urban principal arterial. This section is a four -lane divided roadway with 10 -foot
travel lanes, a 13 -foot median with Type D median curb, Type F curb and gutter along the outside
in both directions, 15' landscape areas on both sides, a 10 -foot sidewalk on the north side, and 15-
foot sidewalk on the south side. There is an existing stormwater pond located along the north side
of Causeway Boulevard between the sidewalk and the parking lot.
Roadway
The proposed improvements associated with this project will extend from 40 -feet east of Lake
Shore Drive to 100 -feet west of the bridge over Clearwater Harbor Channel. There will be a
proposed bus bay 340 -foot in length constructed along the north side of Causeway Boulevard.
The bus bay will be 13 -feet in width and will be constructed with asphalt pavement. There will be
proposed drop curb constructed between the bus bay pavement and the existing roadway
pavement. There will be proposed Type F curb and gutter constructed along the back of the bus
bay pavement. The existing 10 -foot wide sidewalk adjacent to the proposed bus bay will be
reconstructed with 6 -inch thick concrete. A 6 -inch thick concrete landing area with ramps
transitioning to the existing parking lot pavement will be constructed at the end of the proposed
boardwalk connection within the existing parking lot area. The traffic control plan for this project
will utilize Index 612 for the construction of the proposed bus bay. A pedestrian detour will be
utilized to route pedestrians around the work zone.
Drainage
The existing drainage system along Causeway Boulevard is a closed storm pipe drainage system.
There is an existing linear stormwater pond located along the north side of Causeway Boulevard
between the existing sidewalk and parking lot. The proposed bus bay pavement will be sloped
towards the existing roadway. The bus bay improvements will impact an existing curb inlet,
which will be removed and replaced with a proposed Type V Inlet. This will also require a
portion of the existing roadway pavement to be reconstructed. A SWFWMD minor permit
modification is necessary in order to construct the proposed boardwalk connection over the
existing stormwater pond to the parking lot.
Signing and Pavement Markings
This project will include proposed striping and pavement messages for the bus bay
improvements. Striping will also be added within the parking lot adjacent to the proposed landing
area with ramps. Four parking spaces will be closed due to the proposed improvements within the
parking lot. Two existing signs will be relocated to the median due to the bus bay improvements.
Structures
This project will include the construction of a 10 -foot wide synthetic boardwalk connecting the
sidewalk running along the north side of Causeway Boulevard to the Gateway Parking Lot #43
owned by the City of Clearwater. A canopy structure will be constructed over the sidewalk
located adjacent to the proposed bus bay and over the boardwalk connection to the parking lot.
The canopy structure will require several anticipated foundations constructed along the back of
the proposed sidewalk.
Utilities
There are eight utility agency owners located within the project limits. There will be
anticipated utility relocations and adjustments due to the proposed bus bay improvements,
mainly due to the proposed canopy foundations. Utility coordination is on -going with all utility
agency owners. As information is received, the plans will be updated with plan revisions.
Additional subsurface utility engineering (SUE) is being scheduled for the anticipated canopy
foundation locations.
EXHIBIT F
EASEMENT FORM
Exhibit F
PREPARED BY AND WHEN RECORDED RETURN TO:
ALAN S. ZIMMET, B.C.S.
BRYANT MILLER OLIVE PA
201 NORTH FRANKLIN STREET, SUITE 2700
TAMPA, FL 33602
KEN BURKE, CLERK OF COURT
AND COMPTROLLER PINELLAS COUNTY, FL
INST# 2017179275 06/08/2017 at 01:07 PM
OFF REC BK: 19660 PG: 742 -744
DocType:AGM RECORDING: $27.00
BUS TRANSFER STATION EASEMENT AGREEMENT 11��
THIS EASEMENT AGREEMENT ( "Agreement") is made as of this I T/�l day of
MA '1 , 2017, by the City of Clearwater, Florida, a municipal corporation with its principal
place of business located at 112 South Osceola Avenue, Clearwater, FL 33756 ( "Grantor ").
WHEREAS, Grantor is a municipal corporation that owns or has jurisdiction over
certain portions of the right -of -way of Causeway Boulevard and the property adjacent to
Causeway Boulevard directly west of the Mandalay Channel, as more particularly described in
Exhibit "A" ( "Property "); and
WHEREAS, the Pinellas Suncoast Transit Authority, an independent special district with
its principal place of business located at 3201 Scherer Drive, St. Petersburg, FL 33716
( "Grantee "), is a transit authority that provides transit services throughout Grantor's jurisdiction;
and
WHEREAS, Grantor and Grantee have agreed in an interlocal agreement dated
5 -13- - 14 ( "Interlocal Agreement ") that Grantee may construct, operate, and maintain a bus
transfer facility on the Property ( "Bus Transfer Station "); and
WHEREAS, pursuant to the Interlocal Agreement, the Grantor has agreed to grant
Grantee an easement on the portions of the Property that Grantor owns (the "Easement
Property", attached hereto and incorporated herein as Exhibit "B "), and a Right -of -way Permit
for the portions of the Property Grantor does not own but for which Grantor has operational and
maintenance jurisdiction (the "Right -of -way Permit Limits ", attached hereto and incorporated
herein as Exhibit "C "), in order to allow for the construction, operation, and maintenance of the
Bus Transfer Station by Grantee.
NOW, THEREFORE, Grantor, for itself and its successors and assigns, hereby subjects
the Property to the easement set forth herein.
SECTION 1: RECITALS
The above recitals are true and correct and are hereby incorporated by reference.
SECTION 2: GRANT OF EASEMENT
2.1 GRANT OF EASEMENT. Grantor hereby grants an exclusive easement in, to, on, over,
under, along, through, and across the Easement Property, as more particularly described
Page 1 of 3
and depicted on Exhibit `B" ( "Easement Area ") to Grantee and its successors, assigns,
agents, employees, and independent contractors, for the purpose of constructing,
operating, and maintaining the Bus Transfer Station for so long as the Interlocal
Agreement is in effect ( "Easement "). The easement granted herein is exclusive only as
to the uses described above.
2.2 GRANT OF RIGHT -OF -WAY PERMIT. Of even date herewith, Grantor shall grant
Grantee a Right -of -way Permit for occupation and use of the portions of the Property
that Grantor does not own, but for which Grantor has operational and maintenance
responsibilities.
2.3 RECORDING. Grantee may record this Agreement in the official records of Pinellas
County, Florida.
SECTION 3: REPRESENTATIONS AND WARRANTIES
Grantor hereby represents and warrants to Grantee as follows:
3.1 OWNERSHIP. Grantor is the owner in fee simple of the Easement Property, subject to
existing rights of way, easements, covenants, conditions, restrictions, and other matters of
record, on which Grantee intends to construct, operate, and maintain the Bus Transfer
Station.
3.2 RIGHT TO CONVEY EASEMENT. Grantor warrants and represents that Grantor has
the right to convey an easement in, to, on, over, under, along, through, and across the
Easement Property and will defend the same easement against the lawful claims of all
persons whomsoever.
3.3 AUTHORITY. Grantor does hereby fully warrant and represent that those signing the
Agreement on behalf of Grantor have the authority to bind Grantor to this Agreement.
SECTION 4: USE OF EASEMENT AREA
Notwithstanding the foregoing grant of easement, Grantor retains the right to use the
Easement Area for any lawful purpose other than for a permanent building, structure, foundation,
or other use inconsistent with the Easement granted herein or that interfere with Grantee's use of
the Easement Property.
SECTION 5: BINDING EFFECT
The foregoing grant of Easement and rights appurtenant thereto, shall be and constitute
covenants running with the land, benefiting the public at large and burdening the Easement Area,
and shall be binding upon the heirs, successors, and assigns of the parties. The grant of
Easement hereunder shall terminate upon termination of the Interlocal Agreement.
Page 2 of 3
IN WITNESS WHEREOF, the Grantor, the City of Clearwater, has executed this
Agreement on the date written above.
Witness:
Print Name: cz7Nr'i te=a
W' t ess:
Print Name: A /4/C0 .4
STATE OF FLORIDA
COUNTY OF PINELLAS
GRANTOR:
William B. Horne, II
City Manager
— GC t o vn (r t\\"GO f
George N. Cretekos
Mayor
Rosemarie Call
City Clerk
Appr ved
Mat hew M. tlik th
Assistant City Attorney
The foregoing instrument was acknowledged before me this 11.13` day of 1,11(aq
a� , , b31,0ift(arn a f }ova „IL as City Manor for the City of
Clearwater.
oaE
'Personally Known OR ❑ Produced Identification
Type of Identification Produced:
[GM17- 1420 - 207/200501/1] Page 3 of 3
k NICOLE SPRAGUE
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_c .r MY COMMISSION It EE 209161
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EXHIBIT G
Right -of -way Permit Form
LL
_° rwater
ENGINEERING DEPARTMENT
Right -of -Way Permit
STANDARD FORM
Fee: $ B.C.P. It: R.O.W. Permit No.: 20 -
THIS PERMIT MUST BE AT SITE DURING CONSTRUCTION
Applicant: Contractor:
License #:
Address: Address:
Phone #:
Location and
address of work:
Description of
work:
Phone #: V
Emergency /After -Hours Phone It: $
SUNSHINE STATE ONE CALL OF FLORIDA #:
Phone #: it (800) 432 -4770
Start Date:
(Sunshine State One Call of Florida Reference # required for permit approval)
Completion Date:
Note: This permit is void after the above Completion Date. The Completion Date may be extended one time for up to thirty (30) days upon
notification of the City of Clearwater Engineering Department It (727) 562 -4750 prior to expiration of this permit.
SPECIAL CONDITIONS:
1. The contractor shall notify the City of Clearwater Engineering Department V (727) 562 -4750 within 24 hours of completion of
the work in the Right -of -Way.
2. All required inspections shall be completed prior to expiration of this Permit.
3. Property owner will abide by all special conditions above and general conditions set forth on page 2 of 2.
❑ Testing Lab Required
Testing Laboratory:
Contact Person:
Phone #: V
Insurance Accident /Liability jointly (check one): ® On File ® Copy Attached
I understand the conditions of this Permit. I will contact the City of Clearwater Engineering Department — phone #:
S (727) 562 -4750 a minimum of 48 hours prior to the start of construction to coordinate the required inspections.
This Permit is valid only when I have contacted all concerned utilities and the Engineering Department.
Printed Name
of Applicant or Authorized Agent for Applicant
Printed Name of Property Owner
Signature
of Applicant or Authorized Agent for Applicant
Signature of Property Owner
Date
Date
Parking System Approval by: Date:
Traffic Division /MOT Approval by: Date:
Permit Approved by: Date:
Right -of -Way Permit Form - Standard.docx Page 1 of 2
Rev.: 2/24/2014 2:36 PM
GENERAL PERMIT CONDITIONS:
1. Utility Construction in the right of way shall be conducted in conformance with the Construction Specifications
contained in Sec. 28.95 of the Clearwater Code of Ordinances.
2. The proposed work /utility in the Right -of -Way shall not interfere with the property and rights of any prior
occupants.
3. The construction, operation and maintenance of proposed work /utility in the Right -of -Way shall not create an
obstruction or conditions, which are or may become dangerous to the traveling public.
4. The contractor shall perform all work and restoration of the Right -of -Way in conformance with the current
standards of the City of Clearwater.
5. The applicant and contractor shall and does hereby agree to indemnify, pay the cost of defense, and save harmless
the City of Clearwater from and against payment of all claims, suits, actions, costs, attorney's fees, expenses,
damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the
applicant or his contractor, subcontractors, employees, agents or in any way attributable to the performance,
prosecution, construction, operation, or maintenance of the work /utility herein permitted by the City of Clearwater,
and resulting from negligent acts or omissions of said applicant or contractor in connection with the work /utility
herein permitted.
6. The permittee declares that prior to filling out this application he has ascertained the location of all existing utilities,
both aerial and underground, and notified utility owners of proposed construction. The applicant /contractor shall
repair any damage or injury to the road or highway or other City property by reason of the exercise of any of the
privileges granted in this permit, and shall repair the same promptly, within seven (7) days of opening, restoring it to
a condition at least equal to that which existed immediately prior to the infliction of such damage or injury.
7. All overhead installations shall conform to clearance standards of the State of Florida Department of Transportation
(FDOT), and all underground crossing installations shall be laid at a minimum depth of cover of 30" below grade, or
at such greater depth as required by the permit. All areas of grass disturbed by construction activities shall be
sodded to match existing grass. All cuts of pavement, sidewalks, driveways, curbs, etc., shall be in a straight line.
8. Contractor shall abide by erosion and siltation control policy of the City of Clearwater. Protect all storm inlets and
drainage ways from siltation during and following the completion of work.
9. This permit creates a permissive use only and the placing of facilities upon City of Clearwater Right -of -Way pursuant
hereto shall not operate to create or to vest any property rights in said applicant and is granted in perpetuity subject
to termination by the City of Clearwater upon the giving of 30 days notice in writing to the applicant. In the event of
widening, repair or reconstruction of said road or Right -of -Way, the applicant shall move or remove said work /utility
at no cost to the City of Clearwater.
10. The applicant shall furnish the City with a construction plan showing the exact location of all proposed facilities to be
installed pursuant to this permit, said construction plan to be sufficiently detailed to allow location of said
installation by reference thereto. The attached construction plan, covering details of this installation, shall be a part
of this permit.
11. Property corner and survey monuments subject to displacement by the construction activities shall first be
referenced and later reset by a Florida Registered Land Surveyor.
12. The contractor shall contact the City of Clearwater Engineering Department 'r (727) 562 -4750 a minimum of 48
hours prior to the start of construction to coordinate the inspection of construction.
13. Compaction within the right of way shall meet City of Clearwater Minimum Standards. Compaction tests from a
certified laboratory are required for all pavement excavation and may be required in the parkway.
14. The use of fire hydrants without a hydrant meter is a crime and is not authorized.
15. The construction, operation and maintenance of such work /utility shall conform to FDOT safety regulations where
the permittee must take measures, including placing and display of safety devices that may be necessary in order to
safely conduct the public through or around the project area in accordance with the Florida Department of
Transportation Manual on Traffic Controls and Safe Practices for Street and Highway Construction, Maintenance and
Utility Operation.
16. Construction in the vicinity of trees shall conform to the tree protection ordinance found in City of Clearwater
Community Development Code Section 3 -1205.
Right -of -Way Permit Form - Standard.docx
Page 2 of 2 Rev.: 2/24/2014 2:36 PM