DISTRICT SEVEN HIGHWAY MAINTENANCE MEMORANDUM OF AGREEMENT - SHARED USE PATH - MOA 01-14/q, o/4, o/-
DISTRICT SEVEN HIGHWAY
MAINTENANCE MEMORANDUM OF AGREEMENT
(SHARED USE PATH)
MOA 01 -14
46, cf e.fdr*/ tee
THIS AGREEMENT, entered into as of the /% day of (7:01c , 20 /4-,
between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (the "Department ")
and the CITY OF CLEARWATER (the "City ").
WITNESSETH
WHEREAS, the Department owns SR 60 (Courtney Campbell Causeway) right -of -way
consisting of road improvements and grassed areas located between Bayshore Boulevard (Section
15040 -000, M.P. 5.950) and the Hillsborough County Line (Section 15040 -000, M.P. 9.443) in
Pinellas County, Florida (the "Shared Use Path "); and
WHEREAS, the City has agreed to maintain the specified improvements in accordance with the
provisions below; and
WHEREAS, the Department is authorized pursuant to Section 334.044, Florida Statutes to enter
into contracts and agreements; and
WHEREAS, the parties recognize the need for entering into an agreement designating and setting
forth the responsibilities of each party in maintaining the improvements; and
WHEREAS, the City has authorized its officers to execute this Agreement on its behalf,
NOW THEREFORE, for and in consideration of the mutual benefits that flow each to the other,
the parties agree as follows:
1. The City shall maintain all improvements within the Shared Use Path area as denoted in the
Construction Plans and Specifications attached as Exhibit "A" (FPN #424561- 3 -52 -01 from Station
2111 +04 to Station 2203 +23 and FPN #424561- 4 -52 -01 from Station 2114 +12 to Station 2206 +27),
and the Maintenance Plan attached as Exhibit `B, all of which are incorporated and made a part of
this Agreement.
2. To the extent permitted by State law, the City may regulate activities on the Shared Use Path in
accordance with all City ordinances, rules and regulations. Special events may not be allowed unless
the City obtains written Department permission within a minimum of sixty (60) days prior to such
events.
3. The City agrees not to modify any improvements or the maintenance plan without prior written
approval by the Department.
4. In the event that any portion of the Shared Use Path is at any time determined by the Department
to not be in conformance with all applicable laws, rules, procedures and guidelines of the
Department, or is determined to be interfering with the safe and efficient operation of any
transportation facility, or is otherwise determined to present a danger to public health, safety, or
welfare, said portion shall be immediately brought into compliance at the sole cost and expense of
the City.
5. The City covenants to appropriate in its annual budget, for each Fiscal Year, non ad valorem
funds lawfully available to satisfy its maintenance responsibilities under this Agreement. This
covenant does not create any lien upon, or pledge of, such non -ad valorem funds, nor does it
preclude the City from pledging such funds in the future, or from levying and collecting any
particular non -ad valorem funds.
The Department recognizes that the City must comply with Section 166.241, Florida Statutes,
Article VII of the Florida Constitution, the City of Clearwater City Charter, and Chapter 2, Article
VI, Division 2 of the City of Clearwater Code of Ordinances. This Agreement shall not be construed
to modify, in any way, the City's obligations under those provisions.
6. Maintenance of the Shared Use Path shall be subject to periodic inspections by the Department.
In the event that any of the aforementioned responsibilities are not carried out or are otherwise
determined by the Department not to be in conformance with the applicable standards, the
Department may terminate the Agreement in accordance with paragraph 11.
7. The Department's Area Maintenance Office shall be notified forty-eight (48) hours in advance of
commencing any scheduled construction or maintenance activities. Emergency repairs shall be
performed without delay and the Area Maintenance Office notified immediately. The Area
Maintenance Engineer with responsibility for the roadway within this Project is located at 5211
Ulmerton Road, Clearwater, FL. 33760, Telephone (727) 575 -8300.
8. Prior to any major construction or reconstruction activity, the City shall submit plans of the
proposed work to all utility entities with facilities within the limits of work for their review and
comment. The City shall resolve any conflicts and/or concerns raised by the utility entities prior to
commencement of such activities. Prior to commencing any construction or reconstruction activity,
the City shall notify all the utility entities of their work schedule enabling utilities to be field located
and marked to avoid damage.
9. It is understood between the parties that any or all of the Shared Use Path may be removed,
relocated or adjusted at any time in the future as determined to be necessary by the Department in
order that the adjacent state road be widened, altered or otherwise changed to meet with the future
criteria or planning of the Department. The Department shall give the City sixty (60) calendar days
written notice regarding such removal, relocation or adjustment.
10. The term of this Agreement shall be for a period of ten (10) years commencing on the date of
execution of the Agreement, with ten (10) year renewal options as agreed to by the parties as
provided for below. The Department shall send the City an expiration notice six (6) months prior to
each ten (10) year expiration date. Any renewal must be agreed upon by both parties in writing
ninety (90) calendar days prior to the expiration of the existing agreement.
11. This Agreement may be terminated by the Department if the City, following fifteen (15) working
days written notice, fails to perform its maintenance responsibilities under this Agreement.
12. The Department's District Secretary shall decide all questions, difficulties, and disputes of any
nature whatsoever, excepting the maximum monetary obligation of the City under subsection (i),
2 of 4
Exhibit `B ", that may arise under or by reason of this Agreement, the prosecution, or fulfillment of
the service hereunder and the character, quality, amount, and value thereof; and his/her decision upon
all claims, questions, and disputes shall be final and conclusive upon the parties.
13. The City shall utilize the U.S. Department of Homeland Security's E -Verify system to verify the
employment eligibility of all new persons employed by the City to perform work under this
Agreement during the term of the agreement and shall expressly require any subcontractors, assigned
by the City's contractor to perform work pursuant to the contract with the Department to likewise
utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment
eligibility of all new persons employed by the subcontractor to perform work under this Agreement
during the Agreement term.
14. Any future construction initiated at the City' s discretion, including installation of light poles or
other features, will require submission of plans and specifications to the Department for review and
subsequent approval. After Department approval of such plans and specifications, an amendment to
this Agreement shall be executed between the City and the Department prior to installation, at which
time the City will be responsible for the installation of an electric utility meter and the payment of all
electric utility costs associated with the Shared Use Path facility.
15. This Agreement embodies the entire agreement and understanding between the parties and there
are no other agreements or understandings, oral or written, with reference to the subject matter hereof
that are not merged herein and superseded hereby.
16. This Agreement may not be assigned or transferred by the City, in whole or in part without
consent of the Department.
17. This Agreement shall be governed by and construed in accordance with the laws of the State of
Florida.
18. All notices, demands, requests or other instruments shall be given by depositing the same in the
U.S. Mail, postage prepaid, registered or certified with return receipt:
(a) If to the Department, address to District Landscape Architect, at Florida Department of
Transportation, MS 7 -1200, 11201 N. McKinley Drive, Tampa, Florida 33612 -6456 or at
such other address as the Department may from time to time designate by written notice to
the City; and
(b) If to the City address to the Parks and Recreation Director, City of Clearwater, 100 S. Myrtle
Avenue, Clearwater, Florida 33756 or at such other address as the City may from time to
time designate by written notice to the Department.
All time limits provided shall run from the date of receipt of all such notices, demands, requests
and other instruments.
3 of 4
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed the day
and year first above written.
CITY OF CLEARWATER
a municipal corporation
of the State of Florida
By:
Name
Title
Attest:
Title (SEAL)
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
By:
Att
V. Moulto Jr., P.E.
or of Transportation Operati
District Seven
Legal Review: Legal Review:
Title Office of the General Co4nsel, District 7
4 of 4
District Seven Highway
Maintenance Memorandum of Agreement
(Shared Use Path)
MOA 01 -14
Between State of Florida Department of Transportation and City of Clearwater
SR 60 (Courtney Campbell Causeway) right of way consisting of road improvements
and grassed areas located between Bayshore Boulevard and the Hillsborough County
Line in Pinellas County, Florida
City of Clearwater Signature Page to Agreement
Countersigned:
c eolx (\(t Attu);
George N. Cretekos
Mayor
Approved as to form:
Laura Lipowski Mahony
Assistant City Attorney
CITY OF CLEARWATER, FLORIDA
By: Lo c,Q alt ,14.4...,6 14i_Lidi_A_'
William B. Horne, 11
City Manager
Attest:
Rosemarie CaII
City Clerk
COMPONENTS OF CONTRACT PLANS SET
ROADWAY PLANS
SIGNING AND PAVEMENT MARKING PLANS
LIGHTING PLANS
STRUCTURE PLANS
A DETAILED INDEX APPEARS ON THE
KEY SHEET OF EACH COMPONENT
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
2 -4
5 -6
7
e
9
10 -23
24
25
26 -17
28 -41
42
43
44
45 -57
58 - 60
61 - 62
63 - 70
71 - 110
111 - 113
114 - 120
121
122 - 128
C1L -1 - CTL -2
CTL -3 - CTL-6
KEY SHEET
TYPICAL SECTIONS
SUMMARY OF QUANTITIES
SUMMARY OF DRAINAGE STRUCTURES
OPTIONAL MATERIALS TABULATION
GENERAL AND UTILITY NOTES
PLAN AND PROFILE
INTERSECTION DETAILS
DRAINAGE STRUCTURES
LATERAL DITCH PLAN AND PROFILE
LATERAL DITCH CROSS SECTIONS
DRAINAGE DETAILS
SPECIAL DETAILS
ROADWAY SOIL SURVEY
BORING LOCATION PLAN
ROADWAY SOIL PROFILES
DELINEATION SOIL PROFILES
PLASTIC SOIL DELINEATION PLAN
CROSS SECTIONS
STORMWATER POLLUTION PREVENTION PLAN
EROSION AND SEDIMENT CONTROL PLAN
TRAFFIC CONTROL PLAN
UTILITY ADJUSTMENT
PROJECT SURVEY CONTROL (HORIZONTAL CONTROL)
PROJECT SURVEY CONTROL (BENCHMARKS)
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
CONSTRUCTION CONTRACT NO.
LOCATION OF PROJECT
FINANCIAL PROJECT ID 424561- 3 -52 -01
(FEDERAL FUNDS)
PINELLAS COUNTY (15040)
STATE ROAD NO. 60 (COURTNEY CAMPBELL CAUSEWAY) SHARED USE PATH
FROM BAYSHORE BLVD. TO E. OF TAMPA BAY BRIDGE NO. 150138
BEGIN BRIDGE
STA. 2195 +09.54
GOVERNING STANDARDS AND SPECIFICATIONS:
Florida Department of Transportation, 2013 Design Standards
and revised Index Drawings as appended herein, and 2013
Standard Specifications for Road and Bridge Construction,
as amended by Contract Documents.
For Design Standards click on the 'Design Standards" link
at the following web site:
http://www.dot.state.fl.us/rddesign/
For the Standard Specifications for Road and Bridge
Construction click on the :Specifications" link at the following
web site:
http: / /www. dot. sta te.fl.us /specif icati onsof f ice/
REVISIONS
T -28.5
T -29 -S
FROM CLEARWATER
BEGIN PROJECT
STA. 2111 +04.79
MP 5.950
T -29 -S
T -30 -S
W lP
:2a
TO
NEW PORT RICHEY
END BRIDGE
T -28 -S
T -29 -S
STA. 2199 +84.54
TO TAMPA
MIAMI/
1
r ,at = Tlftw
��'1VwN11 dr
ST. PE TERSSUR0•CLEMARTER
1 x TERxRT I ORAL AI RPORI
�BLINKELI. Rill q} P
�I�IIS►. 1 9 �. G ''' La
h
FROM
ST. PETERSBURG
PROJECT LENGTH IS BASED ON € CONST. SHARED USE PATH
T -29 -S
T -30 -S
LENGTH OF PROJECT
LINEAR FEET
MILES
ROADWAY
8744.09
1.656
BRIDGES
475.00
0.090
NET LENGTH OF PROJECT
9219.09
1.746
EXCEPTIONS
GROSS LENGTH OF PROJECT
9219.09
1.746
FDOT PROJECT MANAGER: GORDANA M. JOVANOVIC
0
2
Miles
END PROJECT
STA. 2203 +23.88
MP 7.696
KEY
DATE
SHEET REVISIONS
DESCRIPTION
ROADWAY SHOP DRAWINGS
TO BE SUBMITTED TO:
DAVID RUSSELL HAYWARD, P.E.
8875 HIDDEN RIVER PARKWAY
SUITE 200
TAMPA, FLORIDA 33637
(8131 978 -8688
FAK (8131 978 -9369
PLANS PREPARED BY:
AYRES
ASSOCIATES
8875 HIDDEN RIVER PARKWAY
SUITE 200
TAMPA. FLORIDA 33637
(813) 978 -8688
FAX (8131 978 -9369
VENDOR ID NO. 39 -0965082
CONTRACT NO. C -9439
CERTIFICATE OF AUTHORIZATION NO. 1356
NOTE: THIS PROJECT TO BE LET TO CONTRACT
WITH FINANCIAL PROJECT ID'S 428962- 1 -52 -01
AND 424561.4. 52-01.
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
PHASE IV SUBMITTAL
MARCH 28, 2013
NOT FOR CONSTRUCTION
ROADWAY PLANS
ENGINEER OF RECORD: DAVID RUSSELL HAYWARD, P.E.
P.E. NO.: 56757
FISCAL
YEAR
SHEET
NO.
14
1
aAMAwR
3/26/2013 64601 PM C' WTIelnM1 '•2•3E135701Voi6Ra,'3wv10I4en
ED AND SEALED UNDER RULE 6IGIS- 23.003, E.A.C.
R/W LINE -�
DESIGN SPEED = 20 MPH
(SHARED USE PATH)
VARIES (200 - 1320) R/W
SURVEY SR 60-�
1320 R/W
FPID: 428962- 1 -52 -01
VARIES
STANDARD CLEARING
AND GRUBBING
7 SHLDR. . 17
SLOPE VARIES
(1:2 MAX.)
CURB TYPE D
TYPICAL SECTION NO. 1
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
SHARED
USE
PATH
7 SHLDR.
4 CONST. SHARED USE PATH
ARI
E M :l 3$
SOD LY MIN
0.02 (MAX SOD
PROFILE GRADE POINT
STATION 2111+04.79 TO STATION 2189+07.89
NEW CONSTRUCTION - SHARED USE PATH
OPTIONAL BASE GROUP 1 WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (19
CURB TYPE D
SLOPE VARIES
(1:6 MAX.).
17 TYPE 8
STABILIZATION (TYP.)
R/W LINE
x FROM STA. 21744.28.99 TO STA. 2189407.89,
TIE TO BACK OF EXISTING SEAWALL.
SD RUBBLE RIPRAP AND GRAVITY WALL ARE
PROPOSED IN SOME LOCATIONS. SEE TYPICAL
SECTION DETAILS AND PLAN AND PROFILE
SHEETS FOR EXACT LOCATIONS.
R/W LINES z—R/W LINE
$ SURVEY SR 60� 1320 R/W
7320 W
R/
DESIGN SPEED = 20 MPH
(SHARED USE PATH)
-b
EPIC.: 428962-1-52-01
VARIES
STANDARD CLEARING
AND GRUBBING
17 7 SHLDR.
SHARED
USE
PATH
CL CONST. SHARED USE
PROPOSED
SEAWALL
SLOPE VARIES
(I:2 MAX.)
CURB TYPE 0
TYPICAL SECTION NO. 2 PROFILE GRADE POINT
SHARED USE PATH CURB TYPE D
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
STATION 2189+07.89 TO STATION 2192 +77.87
NEW CONSTRUCTION - SHARED USE PATH
OPTIONAL BASE GROUP 1 WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ")
PATH
BANK AND SHORE
RUBBLE RIPRAP
(SEE STRUCTURE PLANS)
SLOPE VARIES
(1:6 MAX.)
17 TYPE 8
STABILIZATION (TYP.)
x PROPOSED $00 AND /OR RIPRAP;
SEE TYPICAL SECTION DETAILS
AND PLAN AND PROFILE SHEETS
FOR EXACT LOCATIONS.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
6675 Hidden River Parkway
Suite 200
Tampa, Florida 33637
ASSOCIATES (6131978 -8686
Certificate of Authorivation No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
STAIR OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561-3-52-01
aavcww 3/25/5013
TYPICAL SECTIONS
.. Mrlylnal1 ',4243a12S201V4aharMnnwrdoi40n
SHEET
NO.
2
R/W LINE —� �R/W LINE
Q SURVEY SR 60 Q CORNST
ti
1320' R/W 1320' R/W SHARED US/ PATH
FPID 428962- 1 -5I -01
DESIGN SPEED = 20 MPH
(SHARED USE PATH)
J
ALUMINUM PEDESTRIAN /BICYCLE
BULLET RAILING (POST "B7)
(INDEX NO. 822) (TYP.)
-�� - - = == =tom- J��
2 -3" CONCRETE PARAPET
(INDEX NO. 820) (TYP.)
TYPICAL SECTION NO. 3
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
STATION 2192 +77.87 TO STATION 2195 +09.54
STATION 2199+84.54 TO STATION 2201 +89.21
CONCRETE
DITCH
PAVEMENT
STANDARD
CLEARING & GRUBBING
VARIES 78' VARIES
MSE
EXISTING SEAWALL
RUBBLE RIPRAP
(BANK AND SHORE)
NOTE: SEE STRUCTURE PLANS
FOR ADDITIONAL INFORMATION.
R/W LINE RAN LINE
Q SURVEY SR 60
1320 R/W
DESIGN SPEED = 20 MPH
(SHARED USE PATH)
1320' R/W
L
SLOPE VARIES
(I:2 MAX.)
CURB TYPE D
2 SHLDR. 1
VARIES
STANDARD CLEARING
AND GRUBBING
12
SHARED 1
USE
PATH
SHLDR.
TYPICAL SECTION NO. 4
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
STATION 2201 +89.21 TO STATION 2203 +23.88
PROFILE GRADE POINT
NEW CONSTRUCTION - SHARED USE PATH
OPTIONAL BASE GROUP I WITH
TYPE SP STRUCTURAL COURSE (TRAFFIC C1 (r)
CURB TYPE D
SLOPE VARIES
(1:6 MAX.)
17 TYPE B
STABILIZATION (TYP.)
RUBBLE RIPRAP
(COASTAL SHORE -
LARGE BOULDERS,
w50 r 750 LB)
BEDDING STONE
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
6675 Hidden River Parkrap
Tame Tampa. Florida
33637
ASSOCIATES (81) 97B -8668
Certificate of Authorization No. 4356
Engineer of Record: David Russell Hayward, P.E.
I.E. License Number: 56757
STATE OP FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SA 60
PINELLAS
424561.3 -52 -01
TYPICAL SECTIONS
SHEET
NO.
3
boor
3/26/2013 6.'52.. PM C: V7r/ 9knM1 ',42456I35201V.Ira,VYOs.01,00n
N
6
NI
N
N
N
N
V
N
x
SHLDR.
FWD: 028962- 1 -52 -01
VARIES
SOD VARIES
SLOPE VARIES
(1:2 MAX.)
17
SHARED
USE
PATH
STANDARD C EARIN AN GRU: :IN
7
SHWA.
SOD
VARIES
MIN.
r_ ¢ CONST. SHARED USE PATH
PLASTIC EROSION I 2.6 MIN.
MAT (TYPE3) I 4 (LEVEL)
0.02 (MAX)
1 :10
RUBBLE RIPRAP
(BANK AND SHORE)
CURB TYPE D
PROFILE GRADE POINT
1.2" TYPE B STABILIZATION (TYP.)
CURB TYPE D
SLOPE VARIES (1:6 MAX.)
PLACE FILTER FABRIC
UNDER EROSION MAT. FILTER FABRIC
(3 MIN.) MAX. SLOPE
(1:5.5)
TYPICAL SECTION DETAIL NO. 1
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
FM: 428962-1-52-01
I' MIN.
BEDDIN
STONE
STATION 2114 +00.00 TO STATION 2126 +00.00
STATION 21504-80.00 TO STATION 2152 +20.00
STATION 2155+60.00 TO STATION 2157 +20.00
STATION 2173 +80.00 TO STATION 2174 +20.00
STANDARD CLEARING MD GRUBBING
6 NIN.
VARIES
rx
�3HARED USE
PATH
0.02 MAX
:1F_- 7 1
SLOPE VARIES
(1:2 MAX.)
TYPE 0 CURB
CONST. SHARED USE PATH
OD
VASRIES
4' VVRIFJ
D -27
rl
25
S'
LEVEL
RUBBLE RIPRAP
(COASTAL SHORE -
LARGE BOULDER,
50 - 750 LB)*
iP N /N.
THICKNESS
14 (MAX.
M
PROFILE GRADE POINT
12' TYPE B
STABILIZATION (TYP.) SOD SLOPE VARIES
(7:6 MAX.)
TYPE D CURB
PLASTIC EROSION MAT
(TYPE 3)
PLACE FILTER FABRIC
UNDER EROSION MAT.
(3 MIN.)
1' MIN.
BEDDING
STONE
FILTER FABRIC
*PROPOSED RIPRAP SHALL NOT EXTEND
BEYOND THE LIMITS OF THE EXISTING
RUBBLE RIPRAP.
TYPICAL SECTION DETAIL NO. 3
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
STATION 2201 +89.21 TO STATION 2203 +23.88
EXIST GROUND
7
SHLDR.
FPID: 428962- 1 -52 -01
STANDARD CLEARING AND GRUBBING
17
VARIES
SOD VARIE
SLOPE VARIES
(1:2 MAX.)
CURB TYPE D
PROFILE GRADE POINT
12' TYPE B STABILIZATION (TYP.)
CURB TYPE D
PROPOSED GRAVITY WALL
PER INDEX 6011
7
SHLDR
CONST. SHARED USE PATH
7 MIN.
SLOPE VARIES (1:6 MAX.)
I SOD VARIES
0.02 (MAX)
RUBBLE RIPRAP
(DITCH LINING)
USE BIUMINOUS COATING TO
ATTACH FABRIC TO WALL
TYPICAL SECTION DETAIL NO.
SHARED USE PATH
SR 60 (COURTNEY CAMPBELL CAUSEWAY)
NIN—
ER I .
FILTER FABRIC
2
STATION 2128 +80.00 TO STATION 2132 +40.00
STATION 2134 +40.00 TO STATION 2141 +20.00
NOTES:
1. THE FILTER FABRIC SHALL BE TYPE 0 -2
(REVETMENT STANDARD) GEOTEXTILE IN
ACCORDANCE WITH INDEX NO. 199 OF
THE FOOT DESIGN STANDARDS.
2. THE GRADATION OF RIPRAP SHOULD
FOLLOW SECTION 530 -2 OF THE FOOT
STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION UNLESS
OTHERWISE NOTED.
3. FOLLOW SECTION 530 -2 SPECIFICATION
DURING RUBBLE RIPRAP CONSTRUCTION.
4. DURING CONSTRUCTION, THE CONTRACTOR
SHALL ENSURE THE STABILITY OF THE
FILTER FABRIC BY PINNING IT DOWN
BEFORE PLACEMENT OF THE BEDDING
STONE. OVERLAP SECTIONS SHOULD ALSO
BE PINNED DOWN BEFORE PLACEMENT OF
RIPRAP.
MATCH EXIST.
`EXIST.
GROUND
7
77
SHLDR.
SOD
6'
77"
/I
USE PATH
BACK OF TYPE D CURB
TO BE CONSTRUCTED FLUSH
WITH PROPOSED ASPHALT
0.02 (MAX)
1"
CONCRETE CURB TYPE D
PER INDEX 300
12" TYPE 8 STABILIZATION (TYP.)
CONCRETE CURB TYPE D DETAIL
NTS
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
8875 Hidden River Parkway
Tula
Tampa. . Florida Fl33637
ASSOCIATES (813) 978$-S6R 86
CerciHCace of AuUwr /zMion No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
STATE OP FLORIDA
DEPART3IEM OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT 10
SR 60
PINELLAS
424561 -3 -52.01
TYPICAL SECTIONS
(32 :53 PN CA4r o 1 \I745413S2OivasdwsfVyner0Bi.een
11nal
SHEET
NO.
4
:.. s-:--e- -,7•T - ,; I 0 A.vP.' - pood,.., - - ,..;..•. / i 1 •.
116
BEGoi--eo-wsrRiferfort
CONST. SHARED USE PATH STA. 2111+04.79 = g SURVEY SR 60
715
q CONST. SHARED USE PATH STA. 2109+87.87 SURVEY SR 60 srA:- 110+98.98, 65.28' RT. 113 ' 114
SURVEY SR STA. 109+82.78 RT. =
60 112
111 21 0 10 50
NO
N 89' 59' 30" E IMial
COURTNEY CAMPBELL ,CAUSEWAY (SR 60)
END CONCRETE SIDEWALK 7- Feet
MATCH EXIST.
SIDEWALK BEGIN ASPHALT SHARED USE PATH t2.
r IN TIP D r '1., CURVE CLPATH1 _4
1. -_-_
2 + . 2 1 r • ...
6.00' LT/RT '
a3a . / CURVE CLPATHI_1; A 15 --ix
. CONSTSHAREDUSEPATH *4611.-°°"111165PIISeP1.11.,. =..__;,-.,,„..7..- t":''''::sol-'''.4:-....:-.-,•.-.- ... ....
. - - - - .. . , „,„,,,-.410,,,,,-.
irrecIEVIEWAitio' '"46MSEIIImp A. ■.- ..E '-- ' . ' ,,',, ....)„.10,2*,.,9r WO ..,-,*°••=11,.,... s ---,talk "'S! rio.s.,_•.....v.pow,
..., *t. .,--,;.,-;•-r-:,,,,,,,,,- ,r,,,-;;;;; ,-..
/ It/10'7V '■ - ,..1'.;:*;* ' ''-e4100•40CP.;‘,..■.*,750441-3'.r-=.411.1--eremokizic•-•orlqw.'711---:: +
CONST. TYPE D URB '' •
, ,
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CONST. 10' ALUMINUM . I - ' IrAl17-40211FAIW"All"W.- C ON ST, 2' ASPHALT . '-' *''4''''.- ',` SURFACiI WIATER
PEDESTRIAN RAILING .. la..iii.:. .-00 r,,,,,NtAt' . .... JURISDICTIONAL LINE
(SEE INDEX 862) • - • r CURVE CLPATHI 2 SHARED' USE PATO, ...,.....,, CURVE cLearnf 3 (EL. 2.14 NAVD '88)
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PI STA. - 2111+04.29 PI STA. = 2111+74.5! PI STA. = 2114+26.75 PI STA. - 2115+03.26
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.
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REVISIONS
AntEs 8875
Suite
Tampa,
Hidden River Parkway
200
Florida 33637
STATIC OP FLORIDA
DEPARTMENT OF TRANSPORTATION
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPT IO N
ASSOCIATES (813) 9784668
Certificate or Authorisation No. 4356
Engineer of Record: David Rune Harvard. P.E.
P.E. License Number 56757
ROAD NO
COUNTY
FINANCIAL PROJECT ID PLAN AND PROFILE
70
SR 60
PINEUAS
........
424561-3-52-01
6:4682 1,11 CA2rl6nairs245613520rr0429arpprosson
NOTICE: THE OFFICIAL RECORD OF THIS
MD
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CURVE DATA BLSUR60-1
- ■ , - - - :,..... .■ Fl STA. 122+7 4 .03
a 7" 21' 00" (LT)
_ _ , 0 0. 45' 00"
,c, __. _ ._ __ T 490.67
_ ._ _ _
- - --- --- -- --- --
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,_ __ _ S. , :-.: 4,.. .:: ' 7 4, PC STA. 117+83.36
__ __ _ _ _ - - Is PT STA. 127+63.35
0 50
II SURVEY SR 6 CURVE BLSUR60-1 giiITESTWil
117 COURTNEY CAMPBELL CAUSEWAY (SR 60)
`4". 118 119 120 121 122 123 Feet
N89° 59' 30" 6 3
DELINEATORS TO BE REMOVED (TIP.)
( COAST. SHARED USE PATH •-•
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CONST. 114 SY OF
CONC. DIRTCH PAVT.
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JURISDICTIONAL LINE
(EL. 2.14 NAVD '88)
CURVE DATA CLPATHI S LEGEND
Al STA. - 2120+70.73
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NOTE: DUE TO THE SCALE. THE RIGHT OF WAY LINE IS OFF THE PAGE.
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REVISIONS
AMES 8875 Hidden River Parkway
Suote 200
Tampa, Flo Ida 33637
534773 OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ASSOCIATES (813) 978-8688
ROAD NO.
COUNTY
FINANCIAL PROJECT 10
11
Certificate al Aathoriaation ma 4356
Engineer of Record: David Russell Haywire, P.E.
P.E. License Number: 36757
SR 60
PINELLAS
... ---
414561-3,52-01
_ ,57 A 122+74,03
O . 7' 21' 00" ( LT) - .
• --
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T 490.67 •.
77- 17 s_979 99
R 7,639.44 I SURVEY SR 60
PC STA. - 117+83.36 CURVE 8LSUR60-1
PT STA. - 127+63.35 COURTNEY CAMPBELL CAUSEWAY (SR 60)
124 125 126 127
CONST. Y' NON-REINF. CURVE CLPATH1 _7
CONC. DITCH PAVT.
MATCH MISC.
ASPHALT (TM) ( CONST. SHARED USE PATH .4 falLftlAIRDRAIL ,, ”.• a ,e, ,;":!,:.'fi.st -,,
+20.00 .. _ _ _
CURVE-CLPATH16 CURVE CLPATHIJI CURVE CLEATH1,9
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EXIST GUARDRAIL TO REMAIN
as:, 40
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CURVE DATA CLPATH1 6
PI STA. 2124+61.60
15• 36' 29" (RT)
O 28 38 52
T 27.41
54.48
R 200.00
PC STA. 2124+34.49
PRC STA. - 2124+88.97
ParECI2U'SBMT
CONST-RIPRAp_
CURVE DATA CLPATHI 7 CURVE DATA CLPATHI- 8_
PI STA. 2125+16.01 PI STA. 2126+95.33 - --
15' 50' 49" (LT) A 19' 03' 24' (NT
O D 52' 05' 13'
✓ T 18.46
L L
28 38 52
27.84
55.32
200.00
PRC STA. - 2124+88.97
PT STA. 2125+44.29
FOR ADDITIONAL INFORMATION, SEE INTERSECTION DETAILS SHEET.
NOTE: DUE TO THE SCALE, THE RIGHT OF WAY LINE IS OFF THE PAGE.
R 110.00
PC STA. 2126+77.07
PRC STA. 2127+13.66
CURVE DATA CLPATH1 9
PI STA. - 2127+62.71
S - 47. 32' 50' (LT)
O - 52' 05' 13"
T - 48.46
-91.29
L
R - 110.00
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PRC STA. - 2128+04.94
CURVE DATA CLPATH1 10
PI STA.
S
D
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REVISIONS
DATE
DESCA Prioti
DATE
DESCRIPTION
RES 8875 Hidden River Parkway
Suit. 200
Tampa, Flo Ida 33637
ASSOCIATES (813) 978-8685
Certif icate of Authorization No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Numb*, 56757
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT 10
SR 60
PINELLAS
424561-3-52-01
PLAN AND PROFILE
SHEET
NO.
72
&mom
3/26/2013
6:46:05 PH CA041,1.11,1245813.5201NANdway,plorfd0lergn
ET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 61GIS- 23.003, F.A.G.
CI'
}
O
N
W
2
�
=
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Q
FOR ADDITIONAL INFORMATION,
�.- SEE INTERSECTION DETAILS SHEET.
N
F
COURTNEY CAMPBELL CAUSEWAY (SR 60) -
SURVEY SR 60 0 10
so
46 ,,
42 ■ 43 44 45 4 47 48
�_ .._ _.
-� Feet
MATCH MISC. ASPHALT (TIP.) EXIST. GUARDRAIL TO REMAIN
CONST. 3" NON - REINF. CONC. DITCH PAVT.
EXIST. WOOD BOLLARDS
0 T CURVE CLPATH7_71
ES TO BE REMOVED
CURB D COAST. SHARED ,b` ay
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GIN GSA ITY W_ PROPOSED GUARORAfL,UNDER
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�, (SEE SPECIAL
DETAILS SHEET) (7TP.) - - - tiI. r�
ni 5'ffiPAC1NG
A ;BEGIN WOOD BOLLARDS
"' �, �'� �\�� r' ?y
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FOR ADDITIONAL INFORMATION, SEE INTERSECTION L
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REVISIONS -
8875 Hlddan River Parkway
Suite 200
STATE OF FLORIDA
DSFARTMSNT OF TRANSPORTATION
PLAN AN1) PROFILE
SHEET
N0.
DATE
DESCRIPTION
DATE
DESCRITION
Ta as, Florida 33637
ASSOCIATES (813)971+8M
Certificate of Auelmri2W /on No 4356
Engineer of Record: David Russell Heyward. P.E.
P.E. License Number: 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT 1D
13
SR 60
PINELLAS
424567-3-52-01
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8875 Ni00.7 Ri sr Parkway
Suite 200
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
IRES Ta Re, Florida 33637
ASSOCIATES (8131 970-0688
Certificate of Authorisation No. 4356
Engineer of Record: David Russell 67gwar6 P.E.
P.E. Lkense Number: 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
14
SR 60
PINELLAS
424561-3-51.01
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8875 hidden RI er Parkway
8875
STATE OF FLORIDA
DEPARTMENT' OF TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
Tampa, . Flo ida 33637
ASSOCIATES (8131978-8688
Certificate of Authorisation No. 4356
Engineer of Record: David Russell Heyward, WE.
P.E. License Number: 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
15
SR 60
PINELLAS
424561.3.52.01
3/16/0/.13
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ARC
8875 Hidden River 76.6477
Suite 200
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
PLAN AND PROFILE
SKEET
NO
DATE
DESC
DESCRIPTION
Tampa, Florida 33637
ASSOCIATES 1813) 978 -8688
Certificate of Authorization No. 4356
Engineer of Record: David Russell Heyward. PE
PT Ucense Number: 15757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
16
SR 60
PINELLAS
424561-3-01-01
50
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O n,,4 @ SURVEY SR 60 0 10
70 77 72 73 74
0 - .,:. -. 75 76
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CURVE DATA CLPATH] 17 CURVE DATA CLPATH] 18 CURVE DATA
PI 5TA. 2158 +66.55 PI STA. - 2159 +36.339 - PI STA.
C 16. 16' 51" (RT) A - 20. 41' 51' (LT) G
0 32. 44' 26 0 - 22' 55' 06' 0
T 25.03 T - 45.65 T
L 49.73 L = 90.31 l
R 175.00 R = 250.00 R
PC STA.
CLPATH] 19
2761 +88.30
4• 01' 41' (RT)
57 43' 46"
35.17
70.30
1,000.00 J.EGEND
2161 +53.33
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PRC STA. = 2158 +90.74 PT STA. = 2159 +87.05 PT STA.
2162 +23.63. ASPHALT SHARED USE PATH
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REVISIONS
8875 Hitltlen River Parkway
wRs zvo
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
v2,5611 cu Ir Pia [ Mrlen =11W■56115141Veaawarblerral.6on
SHEET
NO.
DATE
DESCR PrIOR
DATE
DESCRIPTION
Tampa. Florida 33637
ASSOCIATES (8131 978 -8688
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
17
Certificate of Authorization No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
SR 60
PINELLAS
�..,..,..:
424561-3 -52-01
COURTNEY CAMPBELL CAUSEWAY (SR 60)
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8875 Hidden River Parkway
Suite 200
Tampa, Florida 33637
ASSOCIATES (813) 978 -8688
Certificate of AutherLyation No. 4355
Engineer of Record: David Russell Hayward, P.S.
P.E. License Number: 55757
STAIR OF FLORIDA
DSPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561-3-52-01
PLAN AND PROFILE
SHEET
NO.
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8875 Mlddan W'var IarkwOy
Suite 100
STAIR OP FLORIDA
DRPARTA6RNT OF TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
id
ASSOCIATES (813) 9781- 888833637
Certificate o of Aord: Da id No. 4356
P.E. Lien o/ Record: David ausaeII Heyward, P.E.
P.E. Liam a Number 56137
ROAD NO
COUNTY
FINANCIAL PROJECT ID
19
SR 60
PINELLAS
424561.3.52.01
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REVISIONS
8875 Hidden River Parkway
Su/te z00
STATE OP FLORIDA
DEPARTMENT OF 7RANSPoRTATION
SHEET
NO.
PATE DESCRIPTION
DATE
DESCRIPTION
Tampa, Florida 33637
ASSOCIATES (8131978 -8688
Corti!icate of Authorization No. 4356
Engineer of Record. David Russell Hayward, P.E.
P.E. License Neater. 36757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID PLAN A PROFILE
AND
20
SR 60
PINELLAS
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CURVE DATA CLPATHI 20 CURVE DATA CLPAT111 21 en L iRr EAWALL
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8875 Hidden Ri or PlIkWey
00,111 200
STA77i OF FLORIDA
DEPARTMENT' OF TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCR PTION
DATE
DESCRIPTION
Tampa, Florida 33637
ASSOCIATES (813) 978-8688
Certificate of Ainhori7ation No. 4356
60010111 of RNumber: ecord: David Russell Hayward, P.E.
P.E. License 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
21
SR 60
PINELLAS
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BRIDGE APPROACH, AND MSE WALLS, SEE STRUCTURE PLANS. "7-==.., RUBBLE RIPAAP
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REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
AiRlis 8875 0210008en River Parkway
Tampa, Florida 33637
ASSOCIATES (8131 978-8688
Certificate of AuthoriaatIon No. 4356
flinig4::::[,..t.,,D5a5vig,Rossell Hayward, P.E.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
PLAN A1VD PROFILE
SHEET
NO.
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
22
SR 60
PINELLAS
424561-3-52-01
. nA1,4 23,621,roadwarWarra13.404
CS
O
.6
o
ry
ti
W
U
e• '_ •• .. .. END. PROJECT /EN.D.CONSTRUCTION (FPID- 424561 -3 -52 014 - .. ,
CONST. HAR •. PATH "SSA. 2' + 3.8:= tc "Y,
- -.- - __ SURVEY SR'60 'STA. 114 +24.21, 71.82 RT. =
- - -- --. __ _ __...._ . -- - .__ . -$ -CONST-. TRAIL -STA. 21 14 +12.60, 6.0-RT -(FPID 424561 -4 -52 -011 -
112 113 ]]4 115 € SURVEY SR 60 116 COL11fjt1VEY CAMPBELL CAUSEWAY SR 60) 0 to 50
7 118
END MSE WALL CURVE CLPATHI 22 2
: -ENDBRIDGE APPROACH '... -� = .. -,.._ "T - ---. �- •,. -_ _ __
gp N [�N�RFTE SHARFD USE PATH x__ .�._ ._._..-
N 87 3T OS' E
_ _
_ -._:.= -. -... .�v .: ,� -
- _ -. _- _- - _ :,= ,- -s'.s. --� _. ..,...�. n- -� __ s =_ :._Feet
CONST. TRAIL //,- PR0PO5ED GUARD IL UNDER
_ (FPID 014561- 4- 52 -01)r TJ VP /D dZ896�� 5 7
__.
- - ,-- -� - - -� - -' - -1
31AI21D1+89.27 n
8.21' LT /RT
CONST. 3" NON- REINF. ^'
CONCRETE DITCH PAVT. "sr.. Ri
SEE LATERAL DITCH PLAN vNi
ANO PROFILE SHEEL ®�
m END 16.47 TO 12 4
N 1
Pi
pC 6.00 LT PRC) /RT ,t
`"' CURVE N
CLPATHI 23
._ d _,
/
�. -.�-•.
, r Ia. -,_
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-
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N 40' 01 E 1
7; r "a >• 1 1w x -
. A . _ a i _ -f•.. =.,•.. -7 REP..= r.
4 �, ' 1• `�, `
I1
CONST __
J2- ASPHALT
I •. ``t. if SHARED US_: P _
-
PROPOSEp U�E PATH
�HARpD
_ _N_er 43 -17-_ _ _ UNDER FP! C4�21567 52 -01
- -. - _�
_. - - ..
to ... -� ��. - ,: -. g,
CONST. 37 OF 18" PIP .�I. .4I�Il, 11.-A ► '�r,j /60® �I� /ill /-
• •'1
�
f .L - r,
,, i'7.'1( � ►■ M :ri� •
Sri b .. -. �Uif .-. _ -.+, .elk
"' - - -- -- "" CONST. SHARED USE PATH SURFACE WATER PROPOSED RUBBLE RIPRAP LIMITS
`
T '� `' LDT N •r.I ' � ':.^ CON TYPE
- --
I.
e �'; E AND E�IDWALL '�� r • • D CURB _ .- - '- JURISDICTIONAL LINE UNDER FPID 424561- 4 -52 -01
a -- '!..SEE DIFAtNAGO DETAIL{?_,SHE6-T-" - (EL. 2.14 NAVD '88)
MATCH RUBBLE RIPRAP"
"'- 'CONCCRRE�TE USE
EIJO= SMgqRREEyy PATH
BEGIN ASPHAL'T'3HARED USE PATH .. LEGEND
BEGIN TYPED CURB ' "- 32.00 RT /52.00 RT
_
gffly gd Tp 77 TRANSITION CURVE DATA CLPATHI 22 CURVE DATA CLPATHI 23
3111. 101+09.77 _. END CONCRETE SHARED USE PATH '
8. T(PC)-- BEGIN ASPHALT SHARED USE PATH PI STA. . 2202 +38.30 PI STA. . 2202 +96.37
ASPHALT SHARED USE PATH
H
3' THICK CONCRETE DITCH PAVEMENT
BEGIN TYPED CURB C - 8' 48' 32' (LT) A - 7. 51' 43" (RT)
fGIN 16247 74 17 TRANSITION D - 14' 19' 26' D . 74' 19' 16" �;' ��:';.' ';:': ';;'
8.21' lLTT +09.2 T w 30.87 T . 27.49
SEAGRA55 LIMITS L - 67.50 l - 54.89,
R . 400.00 R • 400.00
;p■ RUBBLE RIPRAP (BANK AND SHORE)
A. �
MSE WALLS• SfE STRUCTURE PLANS. PC STA. - 2202 +07.49 PRC STA. - 2202 +68.99 ���61 RUBBLE RIPRAP (COASTAL SHORE -
FOR INFORMATION REGAR NG PROPOSED RUBBLE RIPRAP, BRIDGE APPROACH, AND PRC STA. - 1202 +68.99 PT STA. . 2203 +23.88 .�?�1• LARGE BOULDERS, w50 :750 LB)
NOTE: DUE TO THE SCALE, THE RIGHT OF WAY LINE IS OFF THE PAGE.
TA'
re
END
23
1.
1+8917
R{ E
RT. CROSS
APNROAC
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-
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REVISIONS
8875 Hidden River Partway
Suite 100
STA= OP FLORIDA
D6PARTFf6NT OF TRANSPORTATION
PLAN AND PROFILE
SHEET
NO.
DATE
DESCR PTIQN
DAfE
DESIRlT ION
Tampa, Florida 33637
ASSOCIATES 978-8688
Certificate of Authorization No 4356
Engineer of Record: David Russell Hayward. P.E.
P.E. License Number: 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
23
SR 60
PINELLAS
424561- 3 -52 -01
3JIe /1017
.,END - CONCRETE -SN
, PLACE DETECTABLE
I. WARNING SURFACE;
• •• I .'MATCH EXIST.
ll $AVEMENT
ild.GIN CONCRETE SHARED USE PATH
MATH K .PAV M NT
6.00 LT
USE PATH
END CONCRETE SHARED USE PATH
BEGIN ASPHALT SHARED USE PATH
rR cy
gNCF
PLACE DETECTABLE
WARNING SURFACE;
CH EXIST.
CONST. SH
620
AT . X l AT w
w 620 w —_
SD RT
... -- - - - -lf
BEGIN CONCRETE SHARED USE PATH
MAT 11 XI T PAV M NT
6.00 RT
END ASPHALT SHARED USE PATH
END TYPE D CURB
EGIN Cr NCR HARe PATH
A. +68.
6.00 LT /RT
REMOVE DELINEATOR POST
END CONCRETE SHARED USE PATH
6.00 RT
w w w 6' oa w\
620
■
Tr,: H A }S- \ -C.:-.):: 2\
4
6 DA . 2+9 I
(,"''4 rk,, j/ :
,r 4o3
1
37.70' RT
=ice=
MEM —Mee
0 5 TO
Feet
LEGEND
ASPHALT SHARED USE PATH
6" THICK CONCRETE SHARED USE PATH;
3" THICK CONCRETE DITCH PAVEMENT
RUBBLE RIPRAP (DITCH LINING)
"'AND COMG OS
RETE SHARED E PATH END CONCRETE SHAR USE PAT
M' TCH: -KIST. PAV M MATCH EX!
D
O
O
Q CONST. SHARED USE PATH
O
ail
O O O END ASPHALT SHARED USE PATH
END TYPE D CURB
O O OBEGIN CONCRETE SHARED USE PATH
6.00 LT/RT bA
6.00 LT /RT
2.14
A
11.50 NT
PLACE
DETECTABLE
WARNING
SURFACE;
MATCH
EXIST.
PAVEMENT
11.50 RT
BEGIN CONCRETE SHARED USE PATH
MATCH EXIST. PAVEMENT
6.00 RT
END CONCRETE SHARED USE PATH
H XI 7. PAV M NT
1 T. A
6.00' RT
WATER JURISDICTIONAL LINE
(ELEV. 2.14 NAVD '88)
0 5 20
Feet
j,E'GEND
ASPHALT SHARED USE PATH
6' THICK CONCRETE SHARED USE PATH AND
SIDEWALK; 3" THICK CONCRETE DITCH PAVEMENT
RUBBLE RIPRAP (DITCH LINING)
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
8875 Hidden River Parkway
Suite 200
Tampa, Florida 33637
ASSOCIATES (813)073-8609
Certificate of Authorization No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561 -3 -52.01
INTERSECTION DETAILS
SHEET
NO.
24
3 002013 7.01:0970
c.\ 0rlg :nal1V3156135201VeSaaYVIIT0000I .000
SEAWALL
PLAN (CONCRETE SHARED USE PATH WEST END)
NOT TO SCALE
TIE TO BACK OF RISC.
PAVEMENT AS PLACED
BY FPID 428962- 1 -52 -01
CONST. SHARED USE PATH
€ DITCH
r -c
JI VARIES _
1 I jr
L 1 'J Z94ys
O.;' FLAT 1:/'
13' -0'
3' NON - REINFORCED
CONCRETE DITCH
PAVEMENT
SECTION A
NOT TO SCALE
T-0' 3-10.0 _140'
rMIN. I FLUME MIN.
TYPE F CURB
REVEAL (TYP.)
RIPRAP (op.)
or REINFORCED
CONCRETE PIPE
SECTION B
NOT TO SCALE
COMPACTED FILL
• MATCH U -TYPE CONCRETE ENDWALL WIDTH
1
4 I I
= ==— _11tPNs
TIE TO BACK OF MISC.
PAVEMENT AS PLACED
BY FPID 428962- 1 -52 -01
BRIDGE PARAPET
PLAN (CONCRETE SHARED USE PATH EAST END)
NOT TO SCALE
CONST. SHARED USE PATH
•
2%
APPROACH SLAB W /INTERGRAL CURB
16-S
MIN.
—I
"III =III =1-
1 =111— III
oC
= III —III-
INSIDE PARAPET TO
8' -21/7
INSIDE PARAPET
B' -21/7
CROSS SLOPE VARIES
12%-1 SW
TYPE F CURB
REVEAL
/ /„ ///
LII I�111 I III II'II!I111
6' CONCRETE—'
17 TYPE B STABILIZATION
SECTION C
NOT TO SCALE
COMPACTED FILL
RIPRAP (TYP.)
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
8875 Hidden River Parkway
Suite Tamp Florida Tampa, Fl 33637
ASSOCIATES (813) 976 -8688
Certificate of Authorisation No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561-3-52-01
OA. una
DRAINAGE DETAILS
: Of101ral1 \4x66136Je1 vasduey\sodtrd01.dIn
SHEET
NO.
42
GATE SHALL BE PLUMB
EXIST. GATE
6- BIN.
EXIST. FOUNDATION
10
ENCASE EXIST.
FOUNDATION
IN CONCRETE
EXISTING GATE RELOCATION DETAIL
NOT TO SCALE
PROP. TYPE D CURB
:CQNST..,Sd ED USE AT
m
it.
PROP. GRAVITY WALL
PROP. RIPRAP
PROP. TYPE D CURB
litkomijati•Tor' __17111-
r X 8" PRESSURE —"...eA
TREATED BOLLARD
ITYP.)
VEHICLE PARKING STALL DETAIL
VEHICLES W ?RAILER (20 - 40' LONG)
9-0-
O
RELOCATED EXIST. PARKING
S-O" STALL NUMBERING SIGN
COMPACTED FILL
SECTION A
NOT TO SCALE
6" X 8' PRESSURE
TREATED BOLLARD
(TYP.)
• COST INCLUDED IN PAY ITEM
519 -78 BOLLARDS EA.
REVISIONS
DATE DESCRIPTION DATE DESCRIPTION
8875 Hidden River Parkway
Suite Tama, Florida
33637
ASSOCIATES (813178 - 8688
Certificate of Authorization No. 4356
Engineer of Record: David Russell Hayward. P.E.
P.F. License Number: 56757
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
59 60
PINELLAS
424561-3-52-01
SPECIAL DETAILS
SHEET
NO.
43
3/2312013 632:25 PN C: WNynali \•285E1352011roMesy \Sadbml.dan
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 6IGI5•53.003. F.A.C.
INDEX OF
SHEET NO.
5 -1
S -2
5-3
5 -4 TO 5 -10
5 -D
SIGNING AND PAVEMENT MARKING PLANS
SHEET DESCRIPTION
KEY SHEET
TABULATION OF OUANTITIES
GENERAL NOTES
SIGNING AND PAVEMENT MARKING PLAN
GUIDE SIGN WORKSHEET
GOVERNING STANDARDS AND SPECIFICATIONS:
Florida Department of Transportation, 2013 Design Standards
and revised index Drawings as appended herein, and 2013
Standard Specifications for Road and Bridge Construction.
as amended by Contract Documents.
For Design Standards click on the "Design Standards" link
at the following web site:
http://www.dotstateil.us/rddesign/
For the Standard Specifications for Road and Bridge
Construction click on the :Specifications" link at the following
web site:
http: / /www. dot. state .fl.us /specificationsoffice/
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
FINANCIAL PROJECT ID 424561- 3 -52 -01
(FEDERAL FUNDS)
PINELLAS COUNTY (15040)
STATE ROAD NO. 60 (COURTNEY CAMPBELL CAUSEWAY) SHARED USE PATH
FROM BAYSHORE BLVD. TO E. OF TAMPA BAY BRIDGE NO. 150138
SIGNING AND PAVEMENT MARKING PLANS
LOCATION OF PROJECT
FDOT PROJECT MANAGER: GORDANA M. JOVANOVIC
SIGNING AND PAVEMENT MARKING
SHOP DRAWINGS TO BE SUBMITTED TO:
DAVID RUSSELL HAYWARD, P.E.
8975 HIDDEN RIVER PARKWAY
SUITE 200
TAMPA FLORIDA 33637
(8131 978 -8688
FAX (813)978-9369
PLANS PREPARED BY:
AYRES
ASSOCIATES
8875 HIDDEN RIVER PARKWAY
SUITE 200
TAMPA FLORIDA 33637
(8131 978 -9688
FAX (8131978-9369
VENDOR ID N0. 39 -0965092
CONTRACT NO. C -9439
CERTIFICATE OF AUTHORIZATION N0. 4356
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THIS PROJECT TO BE LET WITH
PFID NO.'S 424361- 4-32.01 AND 4289624 -52 -01
PHASE IV SUBMITTAL
MARCH 28, 2013
NOT FOR CONSTRUCTION
KEY
SHEET REVISIONS
1 N
OMmomm
SIGNING AND PAVEMENT MARKING PLANS
ENGINEER OF RECORD: DAVID RUSSELL HAYWARD, P.E.
P.E. NO.: 56757
FISCAL
YEAR
SHEET
NO.
14
3/2612013 6:52:48 PM cxOr: o: a'.A2■56135301,PMPnOV:EY5sPolDLx
S -1
CC
T .
>
CO CO
111
COURTNEY CAMPBELL CAUSEWAY (SR 60)
Q SURVEY SR 60
112 113
I � 1
BEGIN PROJECT
CONST. SHARED USE PATH STA. 2111 +04,.79. =,...
12 SURVEY SR 60 STA. 110+95.28' 8 9 RT.
wzoingiss
P,a
BEGIN CONSTRUCTION
fl CONST. SHARED USE PATH
STA. 2109+87.87 =
J URVEY SR 60
. 109+82.78, 62.18' RT.
0
0
Ln
0
e
N
ti
MATCH LINE
4zi
r
ORION
"JITO REMAIN
C S-I
700.20.11 I
STA. 2111 +20
L _J
TO REMAIN
.1"
TO REMAIN TO REMAIN
2113
�1
L__J
TO REMAIN
CONST. SHARED USE PATH \
21
114
115
COURTNEY CAMPBELL CAUSEWAY
MEMORIAL TO REMAIN
15
6
4
I I
I I
I
TO O REMAIN
5.2
1 700 -21.1 I
STA. 2114+60
1 700.20 -40 I
STA. 2115+82
116
0-- 10 - - -- 50
Feet
SURVEY OR 60 COURTNEY CAMPBELL CAUSEWAY (SR 60)
1.19 120 121..
00'05
_....0....10. d. SO
Feet
4 CONST. SHARED USE PATH
I 700.20.40 I
STA. 2117+88
1 700.20 -40
STA. 2120+64
L_ -J
I 700 -20 -60 I
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
8875 Hidden River Parkway
Suite 100
Tampa, Florida 33637
ASSOCIATES 18131978-6688
Certificate of Authorization No. 0356
Engineer of Record: David Russell Hayward, P.E.
P.E. Utense Number: 56757
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561- 3 -52 -01
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
5 -4
0aammw 5/26/2013 652.39 PH C10r191eO1142561352014 /mn9VI/NSr01d9n
NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 6IGIS- 23.003, F.A.C.
2123+50.00
COURTNEY CAMPBELL CAUSEWAY (SR 60) @ SURVEY SR 60
124
1 700 -21 -60 1
.125 „
I I L I
C W17. 15....)11'...
30X30
wIEL7IE•
24512
I 700.20.11 1
STA- 2125 +52
rE CONST. SHARED USE PATH
*SIGN PANEL BACKGROUND COLOR SHALL BE
FLOURESCENT YELLOW - GREEN
NC. w11 -IS '
30X30
MC" W16.7PL,>
_24X12_ __
' }...'700= 70- -IT- -r
STA. 2127 +75
I
ni
1 "700 -20 -I1
127 -_
EXIST. MAST
ARM TO
126
1 -fro 1 1'k -- -11
TO REMAIN TO REMAIN
27
24" WHITE
®'
! RI -1 -
18018
1 700 -20 -71 I
STA. 2127 +77
12" WHITE
12' 1...
W11 -1 TO REMAIN
30X30 T�31
40
700 -20 -11
"DETECTABLE
WARNING
SURFACE --.
(TYP.)
O,
O
LI,
24. WHO
Cy
SF
24 WHITE,
SEEWFOOT r
INDEX 17347 j1E I /
I [fti!
R1 -I
78x18
700-20.11 I
Spa 2t26.±,19._ . -.
I II
I
:-.L.7724:±-127 _ 700-20, 40
J: A
o 10 I so
$rte
�E/A
-Irt- „t n 1.21-? may- _ l...-.._ K-.! :?J' t.... -_ c
.. I. •
tlITO REMAIN LL 1 \f u�i�� •
LS J_ I g I \\
I 3 1\
MI5 I `TOREMAIN \\
RER17)1J
I 11 1 ! 1 19f\I�•>
7004041 1 L_ tLJ l g J L__J \� i
TO FEMAIN STA. 2128 +20 TO REMAIN TO REMAIN TO REMAIN'
h
F—
z
LA
I-
Q
SURVEY SR 60 -\
42
•
TO REMAIN
L 'J
REMOVED'AND - M1/ REOYED -A90'" "
INSTALLED-'BY ., '•INSTALLED- BV, ---- �".�_
TO REMAIN FPID 428962- - -D/ N FPID 428962 -1 -5
6
O
�. _.
ti
L_J
43 \ 44
I \1
1 700 -20 -00 1
\
1'EII,CES I 24524
2I11-106T I \\ STA. 2133+03
7
I ass® I
I VENUES I
I 96.0 I
I
40
1570. 700 21-232 0 -
•
�f 2 6 I IA - --
L_ _L_ —J
TO REMAIN
•
12' WMITF
B•1%
700 , .40
LEFT LANE
MUST
TURN LEFT
/
R0 -I
30X30
* SIGN PANEL BACKGROUND COLOR SHALL BE 1 700 -20.11 1
FLUORESCENT - GREEN STA. 2132 +99
• • •
\✓ TO REMAIN
I
COURTNEY CAMPBELL CAUSEWAY (SR 60)
47 48
TrOO�M\IN
L J-
30X30
DETECTABLE
WARNING
SURFACE (TYP.)
24 WHITE, 12' WIDE
SEE FOOT INDEX 17346
11-
30030
c-0116 -7PA—:),
24x12
709 -20 -Il 1
STA 2733+05
24.. WHITE
P O
V.
05.3 _2
24X24
1 700 -20.11
STA 2133+30
G
71-
30X30
! WI6 -7PC *
4x1
700 -20.11
STA 2133 +3�
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REMOVED AND
700 -20.40 1 TO REMAIN . CUSTOM I INSTALLED BY
L _ _ J FPID 428962- 1 -52 -01
STA. 2135+07
700.20.40 1
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N
MATCH LINE ST
003, F.A.C.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
8875 Hidden River Parkway
Tam! X
Tame, Florida Fl 33637
ASSOCIATES 18131 978 -8688
Certificate of Authorisation No. 4356
Engineer of Retor,: David Russell Hayward, P.E.
P.E. WORM Number: 56757
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561- 3 -52 -01
banana
3/26/2013
SIGNING AND PAVEMENT
MARKING PLAN
012'51 PN C:W rlgl1W4
I24561 3520141aan0V4N0P02.06n
SHEET
NO.
5 -5
B
2
V
NOTICE: THE OFFICIAL RECORD
50
. COURTNEY CAMPBELL CAUSEWAY (SR 60)
49 50 51 € SURVEY SR 60— 52 53 54 55
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11-4. 11-4
I 700 -20 -60 I I 700 -20 -60 I
REVISIONS
8875 Nidden aivx Parbwas
Sultl 200
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SIGNING AND PAVEMENT
MARKING PLAN
.os.n,. . o :. o.. c-. n./ d,wn.zsa/sszp/sia�m.vuxsvos.aa.
SHEET
NO.
GATE
DESCRIPTION
DATE
DESCRIPTION
Tampa, Florida 33637
ASSOCIATES (8131 978 -8688
CertIIUate of Authorization No. 4356
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number: 56757
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
5 -6
SR 60
PINELLAS
.....—
424561 -3 -52-01
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64 65 66 67 68 69
63
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74 75 76
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INSTALLED BY
FPID 428962-1-52-01 FPID 428962-1-52-01
jams 82 Zden MN*, Parkway
Tampa, florid& 33637
DEpAR STATE FLORIDA
SIGNING AND PAVEMENT
IlL4REING PLAN
112612.011 632.1PM CAOtkinall41200133207\MOMMAILIMSPOIAMn
SHEET
NO.
DATE
_DATE
DESCRIPTION
ASSOCIATES (813) 9713-8688
7,1= t4=.00517Russoll Hayw ard. P.E.
5-7
SR 60
PINELLAS
424561-3-52-01
I SURVEY SR 60
- 77 78 \
9
80
81
82
83
COURTNEY CAMPBELL CAUSEWAY (SR 60)
10
2166
LI
167
I
2168 2169 2170
CONST. SHARED USE PATH
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- 85
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COURTNEY CAMPBELL CAUSEWAY (SR 60)
88 89
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— Feet
ID
IN
F-
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REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
8875 Hidden River ParkweY
Suite ZOO
Tampa, Florida 33637
ASSOCIATES WM 978-8688
C4M11104If of Authorization No. 4336
Engineer of Record: David Russell Hayward, P.E.
P.E. License Number; 56757
STATE OP FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO
COUNTY
FINANCIAL PROJECT ID
SR 60
PINEI1AS
424561-3-52-01
SIGNING AND PAVEMENT
MARKING PLAN
emmesm 3724/0113 0.1.24, Ph CAOrip1.1,12436135201VigningVIA05P0SApn
SHEET
NO.
5-8
MATCH LINE STA. 2179+50.00
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2
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SURVEY SR 60 — —
92 93 94 95 96 97
91
0 10
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— — COURTNEY CAMPBELL CAUSEWAY (SR 60) Feet
2186
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¢ CONST. SHARED USE PATH
N
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INSTALLED BY
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ae ac ....... -.+ -: acs- .•e. + : . : 9r - 4 ea .. ...... a c .PC , ■
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700.10
-40
l
STA. 2190+60 STA. 2192+66 STA. 2192+40
REVISIONS
HHIS Nitltlen River Partway
AIRE Tampa. �orida 33637
ASSOCIATES 07 Authorization ODD 978 -8688
Certirkete o7 Authorization No. 4356
Eny/neer o1 Recor0: Davitl Russell Hayward, P.E.
P.E. Unnse NumOe /: 567)7
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SIGNING AND PAVEMENT
SHEET
NO
DATE DESCRIPTION
OaiE
DESCRIPTION
ROAD N0.
COUNTY FINANCIAL PROJECT 10
MARKING PLAN
3/24/1013 691:0 PR C: Wr■grlull ,046l35201 \sIPNIpVlAllSP0649c
5.9
SR 60
PINEWIS 424561- 3 -51 -0I
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4
6
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4
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111
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— — — — — — — — — — — — — — — — Feet
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91/ \` _ - (CONST. SHARED USE PATH _
TO REMAIN _
1-� 7T1 BEGIN BRIDGE END BRIDGE
I4+ m T zi _ STA. 2195 +09.54 STA. 2199 +84.54 r 01
18220 jzZC8l
t_m_J LLLmJ
i 700 -20 -40
510. 2194+96 1 700-20 -40 I
STA 2199+98
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— - — I _ -� —( I I 117 I 1
)
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I COURTNEY CAMPBELL CAUSEWAY (SR 60)
Ili
— —
J $L — ¢( Feet
s
."�` a- 4 (TP/D IN56111" 52 -011
_ _-
-- _
21 T7 2118
Q
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CONST. SHARED USE PATH
.__ rk _ __ .�
!-' Y--'r I , 7 ar t t i � s
-. -C , .. .. Y{ 7 n ` �[ ly t' .+414 '. fir eat ! • ` Sr • SC
PROJECT
END
®�S - F END CONSTRUCTION
1 705 -10 -3 I q CONST. SHARED USE PATH STA. 2203 +23.88 =
STA. 2202+03 ¢ SURVEY SR 60 STA. 114 +24.21, 71.87 RT. =
Q CONST. TRAIL STA. 2114 +12.60, 6.00 RT
(FPID 424561- 4- 52 -01)
REVISIONS
8875 Nnlden River Parkway
STA28 OF FLORIDA
OBPARI:VBNT OF TRANSPORTATION
SIGNING AND PAVEMENT
SHEET
NO.
GATE DESCRIPTION
DATE
DESCRIPTION
Tampa Florida 33637
ASSOCIATES (813) 978 -6608
CertlNtate of Au090YIAatlen 00. 4356
Engineer of Record: David Russell Hayward. P.E.
PE. License Number: 56737
-
ROAD N0.
COUNTY
FINANCIAL PROJECT ID
MARKING PLAN
3176/7017 6:3749 IN C.. A0rlglnall \a7■36176701WpmnpV4w51074gn
$ -1 U
SR 60
PINELLAS
e.utomn
424561-3-52-01
4
6
E
4
N
N
INDEX OF STRUCTURE PLANS
B -1 KEY SHEET
81 -1 GENERAL NOTES (I OF 3)
81 -2 GENERAL NOTES (2 OF 3)
B1 -3 GENERAL NOTES (3 OF 3)
B1 -4 PLAN AND ELEVATION
81 -5 VERTICAL ALIGNMENT DATA
81 -6 BRIDGE HYDRAULIC RECOMMENDATION
B1 -7 REPORT OF CORE BORINGS
81 -8 REPORT OF CORE BORINGS
81 -6 REPORT OF CORE BORINGS
81 -10 FOUNDATION LAYOUT
81 -11 PILE DATA TABLE
81 -12 PILE CONNECTION DETAIL
81 -13 END BENT 1
81 -14 END BENT 7
131 -15 END BENT DETAILS (1 OF 3)
B1 -16 END BENT DETAILS (2 OF 3)
81 -17 END BENT DETAILS (3 OF 3)
81 -18 INTERMEDIATE BENT
B1 -19 INTERMEDIATE BENT DETAILS (1 OF 2)
81 -20 INTERMEDIATE BENT DETAILS (2 OF 2)
81 -21 TYPICAL SECTION THRU BRIDGE DECK
B1 -22 FINISH GRADE ELEVATIONS (I OF 3)
B1 -23 FINISH GRADE ELEVATIONS (2 OF 3)
B1 -24 FINISH GRADE ELEVATIONS (3 OF 3)
B1 -25 SUPERSTRUCTURE PLAN (1 OF 4)
81 -26 SUPERSTRUCTURE PLAN (2 OF 4)
81 -27 SUPERSTRUCTURE PLAN (3 OF 4)
81 -28 SUPERSTRUCTURE PLAN (4 OF 4)
B1 -29 SUPERSTRUCTURE DETAILS (1 OF 4)
B1 -30 SUPERSTRUCTURE DETAILS (2 OF 4)
81 -31 SUPERSTRUCTURE DETAILS (3 OF 4)
81 -32 SUPERSTRUCTURE DETAILS (4 OF 4)
81 -33 TABLE OF BEAM VARIABLES
81 -34 TEMPORARY BRACING DATA TABLE
81 -35 APPROACH SLAB DETAILS
81 -36 PULL BOX AND CONDUIT DETAILS (1 OF 3)
B1 -37 PULL BOX AND CONDUIT DETAILS (2 OF 3)
81 -38 PULL BOX AND CONDUIT DETAILS (3 OF 3)
B1 -39 RUBBLE RIPRAP DETAILS (1 OF 4)
B1 -40 RUBBLE RIPRAP DETAILS (2 OF 4)
81 -41 RUBBLE RIPRAP DETAILS (3 OF 4)
B1 -42 RUBBLE RIPRAP DETAILS (4 OF 41
81 -43 REBAR LIST (1 OF 2)
B1 -44 REBAR LIST (2 OF 2)
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT TRACT PLANS
FINANCIAL PROJECT ID 424561- 3 -52 -01
(FEDERAL FUNDS)
PINELLAS COUNTY (15040)
STATE ROAD NO. 60 SHARED USE PATH
STRUCTURE PLANS
BRIDGE NO. 159020
INDEX OF WALL PLANS
8W -1
BW -2
BW -3
BW-4
BW -S
8W -6
BW -7
8W-8
BW -9
BW -10
BW -11
BW -12
BW -13
BW -14
8W -15
BW -16
BW -17
BW -18
8W -19
8W -20
BW -21
68-22
BW -23
BW -24
BW -25
RETAINING WALL LOCATION KEY SHEET
MSE WALLS NOTES AND TABLES (1 OF 2)
MSE WALLS NOTES AND TABLES (2 OF 2)
MSE RETAINING WALL NO. 1 (1 OF 2)
MSE RETAINING WALL NO. 1 (2 OF 2)
USE RETAINING WALL NO. 2 (1 OF 2)
USE RETAINING WALL NO. 2 (2 OF 2)
MSE WALL DETAILS (1 OF 4)
MSE WALL DETAILS (2 OF 4)
MSE WALL DETAILS (3 OF 4)
USE WALL DETAILS (4 OF 4)
CRITICAL TEMPORARY SHEET PILE WALLS (I OF 2)
CRITICAL TEMPORARY SHEET PILE WALLS (2 OF 2)
SHEET PILE WALL DATA TABLE
SHEET PILE WALL PLAN AND ELEVATION (1 OF 2)
SHEET PILE WALL PLAN AND ELEVATION (2 OF 2)
SHEET PILE WALL DETAILS (1 OF 4)
SHEET PILE WALL DETAILS (2 OF 4)
SHEET PILE WALL DETAILS (3 OF 4)
SHEET PILE WALL DETAILS (4 OF 4)
EXISTING BULKHEAD CAP REPLACEMENT (I OF 3)
EXISTING BULKHEAD CAP REPLACEMENT (2 OF 3)
EXISTING BULKHEAD CAP REPLACEMENT (3 OF 3)
EXISTING BULKHEAD CAP REPAIR (1 OF 2)
EXISTING BULKHEAD CAP REPAIR (2 OF 2)
FOOT PROJECT MANAGER: GORDANA M. JOVANOVIC
PHASE IV SUBMITTAL
MARCH 28, 2013
NOT FOR CONSTRUCTION
KEY SHEET REVISIONS
DATE
BY
DEOCRIPYIDN
e.urn..n
STRUCTURE SHOP DRAWINGS
TO BE SUBMITTED TO:
Ivan A. Gualtero, P.E.
8875 Hidden River Parkway
Suite 200
Tampa, Florida 33637
(813) 978 -8688
FAX (813) 978 -9369
PLANS PREPARED BY:
AWE5
ASSOCIATES
8875 Hidden River Parkway
Suite 200
Tampa, Florida 33637
(813) 978 -8688
FAX (813) 978 -9369
Certificate of Authorization No. 4356
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
STRUCTURE PLANS
ENGINEER Of RECORD: Ivan A. Gualtero. P.E.
P.E. No.: 68394
5/26Y1O15 631:55 PN C: Wr/ Chan \n4S6.]5201VtpNtS1K.YSMMa.DCR
14
8 -I
- ...•
p l�
� Existing Bridge No. 150138 ,1 — —
° F
• =ate- - ._."..:r._..- ...._ - -. ........,.....�,..� -- �. - ..a._.,......._ ... ..": ss: ex .i no...J......� J....V c....., - ..�.., .._. ....- aar-fiZesL:7,5,2.-.-:,;.5a
— __
-- _?.��¢.ai -$•_= -_
n_
•
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•• ° ^ ^° ti " " ^•'
al
-=-..me- - -= ssas *...., -• :-,..- 47... -.-- --nr•_g a`�� = mss_ ='m�`�
•'• "• A EXISTING :::
:; ::; AND ::; ::I ::: RUBBLE CRITICAL
CRITICAL -•. PROPOSED 4 CONST. ,,, i RIPRAP
=_
•- •-- --"
=
END APPROACH
SLAB
TEMPORARY`:: '� BENT (TYP.) ::
. LIMITS TEMPORARY
Q SHARED •"--
4 :': USE PATH ;; WALL T5W2
STA. 2200 +04.54
— — _
_ -- - ,7 . „..
WALL TSW l ::
;; :::
-- ,.... -• - ...�.^�i�:-^-'° ^o.A-- 'T7__ __ -
-, ,.��... - -,,
.- ._.-- ....,..z .- .
r_�r. -.� -,j �..�- ..�.�...1 ...- ..- .. -.-,.- ac=_. _ '^ -a- rrs rs'r e'er: _..__..
_
.�-
i7�
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Mall
N 82” 40 Ol' E
;_-,
\■�
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S
4 ,. 1. I �
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-�
'44'BEGIN BRIDGE v v I v `. I :�N •al' i+-T_; MSE -C�4_
_-
`� FFBW END BENT 1 INT. BENT 2 INT. BENT 3 LIGHT POLE PEDESTAL INT. BENT 5 \ fL INT. BENT 6 — - RETAINING
C _ MSE r -2r '� '`STA 2195+09.54 STA. 195+9•.4 STA. 2196+82.54 PER INDEX 21200 STA. 219.+ 4. 4 STA 219,‘9+4015,4, WALL N0. `
•�'• INT. BENT 4 7,1 � END BRIDGE
S i +' (SEE SHEET 81-32 FOR B -3A FFBW END BENT 7
..,. RETAINING+ PT 2195 +10
7200V -BE / TD-8E RELOCATED A. 197+68.54 LOCATIONS) .ST A. 2199+84.54
WALL NO. 1 \ BEGIN APPROACH SLAB PROGRESS ENERGY '
PLAN
STA. 2194+89.54
EXISTING '
BULKHEAD RUBBLE
(TO REMAIN) RIPRAP
LIMITS
DIRECTION OF STATIONING ` B -IA
20 -0" I
47S -0" (OVERALL BRIDGE LENGTH)
3 SPAN UNIT - 256-0" 3 SPAN UNIT = 216 -0"
20 -1"
- 50
APP.
SLAB
L E.J.
87• -0" 86-0" 86-0"
-� E.J. E.J.
8E-0" 86 -0" 44• -0"
SLAB
MSF
50 -
40 _
30 =
AINING
1 7
= 40
MSE
E 30
RETAINING
ZO
SPAN 1
~ ND
€ BENT 2
SPAN 2
€ BENT 3 -
SPAN 3
€ BENT 4 -
SPAN 4
SPAN 5
Q BENT 6 -
SPAN 6
FFBW END
1-
E.
MLW
0
MHW
+0.7 Z
•r
� �
_ 0 .. .U..E.
— -10 RIPRAP
_ -20
- -30 -4
�
W
I LOW BE a'
MEMBER
i EL 9.58- b,
EL -LId �
�L
_
-..._.
+ I
I
I
p =
RUBBLE
RIPRAP -10
-20
-30 -
___— {1_
U I
= I
mss_)
--� — — — —
APPROXIMATE
EXISTING
GROUND
— ---___ ____
ELEVATION
- - - - --
4
24" SQUARE PRESTRESSED
CONCRETE PILE (TIP.)
SEE INDEX 20624
LEGEND:
E.J. - EXPANSION JOINT WITH ADA COVER PLATE
(PER FOOT STANDARD INDEX NO. 21110)
BRIDGE NO. 159020
RINS/.5.
AYRE 58875 Hiiddden RNer Parkway
OP TRANSPORTATION STATE OP FLORIDA
DEPARTMENT'
PLAN AND ELEVATION
mr.
DAR
P
,j4
SSS Ft
!AG
Tan+P7 Fbrlds 33557
ASSOCIATES 1 &31878 -8888
57:7=0;% ro7/ AyrMrlos,, G N7.056
°: Nan euolre". 's .5
: 68591
1.7110.
SR 60
mum
PINELLAS
rwixrxws'ro
424561- 3 -52 -01
.11.,".c
SR 60 SHARED USE PATH
men®m
HAS
81.4
1'-0" PEDESTRIAN
BICYCLE RAILING
2 -3' CONCRETE PARAPET
(INDEX NO. 820) ITT P.)
2" 0 PVC CONDUIT (INDEX NO. 21210)
EXPANSION FITTING DETAIL "A" PULL
BOX TYPE "B" (FUTURE)
2" 0 PVC CONDUIT (INDEX NO. 21210)
EXPANSION FITTING DETAIL 'A" PULL
BOX TYPE "B" (FUTURE)
(PROGRESS ENERGY ONLY SEE SHEETS
81 -36 AND B1 -37)
3 (TYP.)
Vl DEEP
V- GROOVE (TYP.)
18' -0" (OUT -TO -OUT
16-0"
B"
WALKWAY
16 -5"
8'
/
I i CONST. SHARED
If USE PATH
8" SLAB
41
41
PGL
SLOPE: 0.015 FT. /FT._
2 TOP COVER Se"
3" BOTTOM COVER
4" 0 PVC PIPE
- - -- 1
fit.
i
-
1 F-I}974"
7 -6"
OPTIONAL
SOFFIT
(TYP.)
2 -6"
36" FLORIDA -I
BEAMS (TYP.)
(SEE INDEX
4'-6"
C-6'
4'-6"
NO. 20036)
4'-6"
TYPICAL SUPERSTRUCTURE SECTION
NOTES:
T-0" PEDESTRIAN
BICYCLE RAILING
1z4-
ALUMINUM PEDESTRIAN /BICYCLE
BULLET RAILING (POST "82")
(INDEX NO. 822) (TYP.)
2" 0 PVC CONDUITS (INDEX NO. 21210)
EXPANSION FITTING DETAIL °A" PULL
BOX TYPE "8" (FUTURE)
31/x8" BLOCKOUT IN THE PARAPET
h' DEEP
V- GROOVE (TYP.)
1. LIGHT POLE PEDESTAL (INDEX NO. 21200) FOR FUTURE
LIGHTING NOT SHOWN.
BRIDGE NO. 159020
rt64V1E10■4
rat
Iv
Orarrol
ARE 5 So3M 6675 6/96m River Portray
600
To3/ 8- 88 33617
ASSOCIATES (G319/6 -8686
CsrtNi0Ors of Author/orlon No. 4356
Eng Now of Rsor&l Ann 0087.70, P.E.
P.E. Limos 0720•7766391
AAM
/AG
STATE OF FLORIDA
DEPARTMENT OP TRANSPORTATION
TYPICAL SECTION THRU BRIDGE DECK
817. MAW
IVJOrr
r OVON.Pmsrxc
lAG
nHNSanor
HNS
SR 60
PINELLAS
424561.3.5201
SR 60 SHARED USE PATH
0+uCe241 3/M /2073 6:3498 00 C:W/ /Qi00I\IH5013530AJtr00 VIry06MLRIwtl.000
81.21
COMPONENTS OF CONTRACT PLANS SET
ROADWAY PLANS
A DETAILED INDEX APPEARS ON THE
KEY SHEET OF EACH COMPONENT
INDEX OF
SHEET NO.
ROADWAY PLANS
SHEET DESCRIPTION
1 KEY SHEET
2 -3 TYPICAL SECTIONS
4 -5 SUMMARY OF QUANTITIES
6 -7 REFERENCE POINTS
8 GENERAL NOTES
9.22 ROADWAY PLAN
23.29 ROADWAY PROFILE
30 -60 CROSS SECTIONS
61.63 STORM WATER POLLUTION PREVENTION PLAN
64 TRAFFIC CONTROL PLANS
65 -77 STRUCTURES PLANS
LIST OF REVISED INDEX DRAWINGS
INDEX NO. SHEET NO.
GOVERNING STANDARDS AND SPECIFICATIONS:
Florida Department of Transportation, 2013 Design Standards and
revised Inde Drawings as appended herein, and 2013 Standard
Specifications for Road and Bridge Construction, as amended by
Contract Documents.
For Design Standards click on the "Design Standards' link at the
following web site:
http: / /www•dot.state.fl.us /rddesign/
For the Standard Specifications for Road and Bridge
Construction click on the :Specifications' link at the following
web site:
http: / /www.dot. state .fl.us /specificationsoffice/
REVISIONS
FINANCIAL PROJECT ID 424561.4 -52 -01
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
FINANCIAL PROJECT ID 424561- 4 -52 -01
PINELLAS COUNTY (15040)
STATE ROAD NO. 60 (COURTNEY CAMPBELL CAUSEWAY)
SHARED USE PATH FROM E. OF BRIDGE #150138
TO PINELLAS /HILLSBOROUGH COUNTY LINE
T -28 -5
T-29-5
FROM CLEARWATER
BEGIN PROJECT
STA. 2114 +12.
MP 7.696
W
b
17
111111JMAis
FROM
ST. PETERSBURG
cc
PROJECT LENGTH IS BASED ON Q SURVEY SR 60
CONSTRUCTION CONTRACT NO.
LOCATION OF PROJECT
0 2
Miles
T -2B -5
T -29 -5
T
LENGTH OF PROJECT
LINEAR FEET
MILES
ROADWAY
9,214,40
1.745
BRIDGES
0.00
0.000
NET LENGTH OF PROJECT
9,274.40
1.745
EXCEPTIONS
0.00
0.000
GROSS LENGTH OF PROJECT
9,214.40
1.745
FOOT PROJECT MANAGER: GORDANA JOVANOVIC
PROJ CT
STA. 2206 +27.00
MP 9.443
KEY
DATE
SHEET REVISIONS
ESCRIPTION
ROADWAY SHOP DRAWINGS
TO BE SUBMITTED TO:
KISINGER CAMPO AND ASSOCIATES CORP.
201 N. FRANKLIN STREET. SUITE 400
TAMPA FLORIDA 33602
PHONE: (813) 871 -5331
FAX: (813) 871 -5135
PLANS PREPARED BY:
KISINGER CAMPO AND ASSOCIATES CORP.
CONSULTING ENGINEERS & PLANNERS
201 N. FRANKLIN STREET, SUITE 400
TAMPA, FLORIDA 33602
PHONE: (813) 871 -5331
FAX: (813) 871 -5135
VENDOR No 59- 1677145
CONTRACT No C -9456
vi:.>c
IGsin9er Campo 8 Associates Corp.
.. N Prwdln 6ss.L 6ea.aas
TOW., Flats 36602
Fmtl. Cele3d. aaawmmo4 No. 02317
NOTE: THIS PROJECT TO BE LET TO CONTRACT
WITH FINANCIAL PROJECT IDS 4289624 -52 -01 AND
424561- 3 -52 -01
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
PHASE IV SUBMITTAL
MARCH 2013
ROADWAY PLANS
ENGINEER OF RECORD: Aaron C. Meares. P.E.
P.E. NO.: 62955
mMller2 4/1 /2013 020:37 PM 5A4243014307VO4e■44WC220001,060
FISCAL
YEAR
SHEET
NO.
14
1
r11 SURVEY SR 60
I VARIES
CONST. TRAIL
VARIES (25' -30')
SOD
STANDARD CLEARING
G
17
VARIES (5-7.9)
PGL
0.02 MAX
SHARED USE
PATH
SLOPE VARIES
(1:2 MAX.
SOD
.� 4' VARIES
7-22'
PLASTIC EROSION MAT
(TYPE 3)
PROP. RUBBLE
RIP-RAP.
SLOPE VARIES
(1:4 MAX.)
TYPE CURB
(SEE DETAIL)
17' TYPE 8
STABILIZATION
TYPE D CURB
(SEE DETAIL)
EXIST. GROUND /RIPRAP
TYPICAL SECTION NO. 1
SHARED USE PATH
STA. 2114 +12.60 TO STA. 2124 +00.00
SHARED USE PATH
20'
OPTIONAL BASE GROUP 1
TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) (1 ")
DESIGN SPEED
20 MPH
NOTES:
SEE 2' ALUMINUM PEDESTRIAN/BICYCLE RAILLINGED
SEE STRUCTURES PLANS FOR CONNECTION DETAIL.
PROPOSED RUBBLE RIP -RAP SHALL NOT EXTEND
BEYOND THE LIMITS OF THE EXISTING RUBBLE
RIP -RAP. SEE STRUCTURES PLANS FOR LIMITS
AND DETAILS OF RUBBLE RIP -RAP CONSTRUCTION.
NO FURTHER THAN 17' FROM EXISTING EDGE OF
RUBBLE RIP -RAP.
«. ** SEE AP REPLACEMENT, PLANS
ND SEAWALL REPLACEMENT.
* **
SURVEY SR 60
I VARIES
CONST. TRAIL
VARIES (16-25')
STANDARD CLEARING
AND GRUBBING
1
SOD 17
VARIES (2.7-9') >— I SHARED USE
r- ' PATH
I
SLOPE VARIES
(1:2 MAX.)
TYPE D CURB
(SEE DETAIL)
SLOPE VARIES
(I:1 MAX.)
FLOATING
TURBIDITY
BARRIER***
PGL
0.02 MAX
FULL -DEPTH PAVED
SHLDR. VARIES 0' -7
%ll% / // / / / / /Ir ArIP/_
12" TYPE B
STABILIZATION
EXIST. SEAWALL
(TO REMAIN)
EXIST. GROUND /RIPRAP
PROPOSED 42" ALUMINUM
PEDESTRIAN /BICYCLE RAILING
(TYPE I, PER INDEX 862P
REPAIR /REPLACE
EXIST. CONC. CAP*"*"
PROP. RUBBLE
6" RIP -RAP°
MAX. SLOPE VARIES
(1:1 MAX.)
&R. MO*.
6�t lr P* *.
Ny
15'
TYPICAL SECTION NO. 2
SHARED USE PATH
STA. 2129 +30.93 TO STA. 2168 +63.58
STA. 2169 +71.58 TO STA. 2174 +77.71
STA. 2176 +13.22 TO STA. 2191 +00.12
STA. 2192 +55.03 TO STA. 2201+85.99
STA. 2202 +15.99 TO STA. 2206 +27.00
CONST. TRAIL
17
SHARED USE
PATH •
PGL
0.02 MAX
IA% Ard / / /', 0! }elrf ile
��� � �4�r�ta.3Pi
PROPOSED 42' ALUMINUM
PEDESTRIAN /BICYCLE RAILING
(TYPE I, PER INDEX 862P
PROP. GRAVITY WALL
(SCHEME 2)
17' TYPE B
STABILIZATION
6" MIN.
GRAVITY WALL DETAIL
STA. 2124 +00.00 TO STA. 2129 +30.93
15'
FLOATING
TURBIDITY
BARRIER* **
EXIST. GROUND /RIPRAP
PROP. RUBBLE
RIP- RAP*"'
SLOPE VARIES
- -. (1:1 MAX.)
FLOATING
TURBIDITY
BARRIER * **
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
Tom'
IGarcg.r Campo 8 Associates Corp.
201 N. Fr.NRn SIAM, Eoa*400
_ramps. Faro. 33602
C.R6 N ENSRA2a6en No 02317
En.4N. of R•mrd: Neon C. Mum. P.E
F.E. No, 62866
STATIC OF FLORIDA
DRPARTMRNT OF TRANSPORTATION
ROAD NO.
SR 60
COUNTY FINANCIAL PROJECT ID
PINELLAS 4I0561- 4-52 -01
mmelle. 4/1/2013
TYPICAL SECTION (1)
6'3 '32 N M: L/24S6I■5201veadv4vATYPSRD02.OGN
SHEET
NO.
b7--¢ SURVEY SR 60
VARIES
CONST. TRAIL
VARIES (16 -25')
SOD
STANDARD CLEARING
AND GRUBBING
12'
VARIES (2.7 -9')
SLOPE VARIES —I
(7:2 MAX.)
TYPE D CURB
(SEE DETAIL)
PATH
PGL
0.02 MAX
FULL -DEPTH PAVED
SHLDR. VARIES (1' -8" MIN.)
12" TYPE B
STABILIZATION
TYPICAL SECTION NO. 3
SHARED USE PATH
STA. 2168 +63.58 TO STA. 2169 +71.58
STA. 2174 +77.71 TO STA. 2176 +13.22
STA. 2191+00.12 TO STA. 2192 +55.03
STA. 2201 +85.99 TO STA. 2202 +15.99
SHARED USE PATH
OPTIONAL BASE GROUP I
TYPE 5P STRUCTURAL COURSE (TRAFFIC LEVEL C) (7 ")
DESIGN SPEED
20 MPH
PROPOSED 42" ALUMINUM
PEDESTRIAN /BICYCLE RAILING
(TYPE I, PER INDEX 862)*
RECONSTRUCT SEAWALL
AND CONC. CAM.*
EXIST.
RIP -RAP
FLOATING
I TURBIDITY
i BARRIER**
TIE CONC. DITCH PAVT.
TO MISC. ASPHALT PROPOSED
UNDER FPID: 428962- 1 -52 -01
SLOPE
VARIES
(1:2 MAX.)
12
PATH
TYPICAL BACK OF TYPE D CURB
TO BE CONSTRUCTED FLUSH
WITH PROPOSED ASPHALT & CONC.
DITCH PAVT (WHERE PRESENT)
0.02 MAX
CONC. 3" NON- REJNF.
CONC. DITCH PAVT.
FOR SLOPE 1:3 AND
STEEPER
NOTES:
* SEE ROADWAY PLANS FOR LIMITS OF PROPOSED
42" ALUMINUM PEDESTRIAN /BICYCLE RAILING.
SEE STRUCTURES PLANS FOR CONNECTION DETAIL.
FLOATING TURBIDITY BARRIER SHALL BE PLACED
NO FURTHER THAN 12" FROM EXISTING EDGE OF
RUBBLE RIP -RAP.
SEE STRUCTURES PLANS FOR LIMITS OF CAP REPAIR,
CAP REPLACEMENT, AND SEAWALL REPLACEMENT.
xx
xxx
TYPE D CURB
(PER INDEX 300)
12" TYPE B
STABILIZATION
CONC. DITCH PAVT. & TYPE D CURB DETAIL
N.T.S.
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
name. Campo & Associates Cap.
. 3a R. 0, 4R SINK $141e 000
Tampa.01Ytle 60603
Aulhatpabon NE n
P.E No.:12954 Aaron C. NEUp, P.E
P.E. Na: 1311$
.STATE OP FLORIDA
DEP.4RTMB'NT OP TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
4145611 -51-01
m er le, 0/1/1013
TYPICAL SECTION (2)
6:32..40 PM M: I42014145201voamoa2•TYP0AD01.D0
SHEET
NO.
3
NOTICE: THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE SIGNED MD SEALED UNDER RULE 61015. F.A.C.
0 10 50
Feet
BEGIN PROJECT
BEGIN CONSTRUCTION
STA. 2114+72.60 g CONST. TRAIL =
STA. 114+24.21 SURVEY SR 60
65.82 Rt. =
CONST. SHARED USE PATH
STA 2203+23.88 6.00 LT
(FPID 424561-3-52-01)
_ —
. ou .....
ir
............ .r0
W.^ ...
- ........ "°
114 715 .„ 77— FP101 428,962-1-52-0I
„.....„, ..4 118
-IMPOSED SHARED USE PATH"
UNDER FPID: 424561-3-52-01
r --
J-----------
BEGIN TXPDTORB AND
UNPAVED SHLDR &
I SURVEY SR 60
-....... `311/15.PogY1-gF211""°" — ,---. ......... .„. „.„ ....„...
----------...--
..------.....--,----,...............-...-
-----..--.....—
- ----------------------. ........ ,
.--............**, ra"--2---1- 81----,---r—lt
-----.z.. -7.4-:
III
Lu
LU
LI
WITH TYPE D CURB LU
r - -
B
38b0, Rt.
+12.00
URV Y
•■••±1.. earoze_ssa,..va
.0.1.011MMIOM
... 111.1111411.1.1.11111101.1.
3.00 Rt. SURFACE WATER JURISDICTIONAL
LINE (EL. 2.14 NAV° '88)
••••;;_=:-.7.01--• • • . •
.- • ' •
4' UNPAVED SHLOR.
WITH TYPE D CURB
APPROXIMATE LIMITS OF
EXIST. RUBBLE RIP-RAP
00,00
CONST. FLOATING 43.00 Rt.
TURBIDITY BARRIER
CONST. RUBBLE RIP-RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
EXIST. EDGE
OF WATER
BM 201-93
4x4" CONCRETE MONUMENT W/ FOOT DISK STAMPED 8I4 201-93
STA. 118+01.00. 58.1' RT.
EL. 5.988
LEGEND
SHARED USE PATH
FLOATING TURBIDITY BARRIER
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
*singer Cempo Apsocistes Corp.
2016. Raman snot WY 900
Tamps. Raids 33602
Cs. tfecste of Aulftecaticf.o. 07517
Evlower of Record: Aaron C. Means RC.
P.E. No, 61956
STATE OP FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
SR 60
COUNTY FINANCIAL PROJECT ID 1
PINELLAS 424561-4-52-01
N. 4,
SHARED USE PATH PLAN (I)
2114+12.60 TO 2118+68.59
SHEET
NO.
9
I/201.1 62439
0,42456145201,46ray,P1M1001.0.
STATION EQUATION
5T.4. 120+08.12 BK
STA. 120+00.00 AH
0 10 50
Feet
Z I-
�a..
P n 5 e o 8 vc.�8...........R ro R n A a o uc S...
7.17
YA
Pl
coo
G
UI
5/
..........................GU..,..DR A.I.L...UN.DE.- ..,. "..,........
PROPO42D GUARO2 -l1 UNDER
FPID: 428962- 1 -52-01
125
N
N
PROPOSED-GUARDRAIL UNDER
FPID: 428962- 1 -52 -01
SURVEY SR 60
C UNPAVED SHLDR.
WITH TYPE D CURB
SURFACE WATER JURISDICTIONAL
LINE (EL. 2.14 NAVD '881
LEGEND
SHARED USE PATH
FLOATING TURBIDITY BARRIER
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
EXIST. EDGE
OF WATER
CONST. FLOATING
TURBIDITY BARRIER
APPROXIMATE LIMITS OF
EXIST. RUBBLE RIP -RAP
BM 21 -93
434' CONCRETE MONUMENT W/ FOOT DISK STAMPED BM 21 -93
STA. 123+36.60, 52.8 RT.
EL. 5.601
CURVE TRAIL -1
P1 STA. 2123 +27.82
D 5. 29' 00" (RT)
D 2. 59' 59°
T 91.48
L 182.83
R 1,910.00
PC STA. 2122 +30.34
PRC STA. • 2124 +13.16
RI.
GRAVITY WALL WITH 42'
ALUMINUM PEDESTRIAN/
BICYCLE RAILING
END 4' UNPAVED SHOULDER
WITH TYPE D CURB
BEGIN GRAVITY WALL
BEGIN 47 ALUMINUM
EDESTRIAN/BICYCLE RAILING
STA. 2124+00.00
CURVE TRAIL -2
PI STA. 2124 +89.60
D 4. 35' 09' (LT)
D 2 59 59"
T 76.48
L 152.87
R 1,910.00
PC STA. 2124 +13.16
PT STA. 2125 +66.03
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
I64npar Campo 8 Assodates Cofp.
201 N. Fnn6W Slam SW* CO
Tr0PN. FInMP 33601
CNBk5• of AW660a600 No. 09.317
Englwr et Record: Aaron C. Manes. P.E
.E 60. :62256
STA714 OP FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
Mei
COUNTY FINANCIAL PROJECT ID
SR 60
PINELLAS
424561 -4 -52.01
SHARED USE PATH PLAN (2)
2118.68.54 TO 2125.77.03
SHEET
NO.
10
4/1/2023 6:2.40 18
N: V23414521VCN6WIrIPUNR00206N
RULE 61675, F.A.
n.
^'
4i
v
�-
-
1
• 1 -
L
— r __ T _ — _"Y7- _
) Y`�.._ 'i- �- a =:
„�•' ='Y^1 '.- :y,.��'• w,. - � � --+--- _. -,- -, >✓ :a
.
_-_ .r a. °:.... . „ °.. .. :_.':'y °s..a�. 4-..._.!...„,.(..
.A... t ...a ae .� .'v ..ae.. q ,...�.....+3. a CL ;. re.. - T. .. .,
n
_ _
",�.-" t . _
nr
.ri.. >( .
.: .:.. .. '°�, - c.. .nA..,...•P. fl `,F
0 10 50
at
W
Q
liEl
Feet
99132
4'x4' CONCRETE MONUMENT W/ FOOT DISK STAMPED BM 132
STA. 132 +35.30, 77.9 LT.
EL. 2.501
_ - _ -- __ ._
1:
u ... . . .
- is
k. `n r� A ..&._..e.�.9 � �6_._A.�-
�_
_.__._..,.._._..._....._...,._.,.,....__. ._.,.»._,..,._.,_,.,.,.. ».,..,,
-
126 127 128 1
_.,..,_,..,,._......:_ _....,.,.._.......�.........,,. ,,,FP1D:' 628962A AR Z1.__......,...»__._....._.._.___.-_-...__.....-..._..._.._'___..___..__ .................._.. ..__.._.._......,..........::..
PPOPO42D GUARDRAIL UNDER
• 130 131 132
PROPOSED GUARDRAIL,. UNDER SURVEY SR 60
FP1D: 428962- 1 -52 -01
.. .......,.... ___ ._......_...
"—El STA. 212400.05
— — WITH TY D C R. -- — � � -- -
WITH TYPE
— € CONST. TRAIL
■
21
i162�: 1 ∎• vs.r N_f.r a -. .0.- V: O. •lAi -ter L1e _cr Also :._. •lrs1 "/a Uir:. s.l ' ��Pq a...- •ice •a1; ice= _.,
_ _ .� •.111 �� �� Aar 1 ■�` 1 1 =_ 1 11 !• 1 m.
Ii1 wo '1 �� —R• ..7-wa ai1. a:1.� �I1'I ina r.- . -∎:v.— �i a.
WWI
-lIga
t •
1. •... 1.� 1 tr -lia ie. ii.- -- /. —
•
ENO GRAVITY WALl.
GRAVITY WALL WITH 4Z” MATCH EXIST. SEAWALL
ALUMINUM PEDESTRIAN/ BEGIN VARIABLE WIDTH
BICYCLE RAILING PAVED SHOULDER
4T ALUMINUM
PEDESTRIAN/
BICYCLE RAILING
END 5T ALUMINUM
PEDESTRIAN /BICYCLE EXIST.
RAlUNG TRANSITION OF
END 42 ALUMINUM SEAWALL/WETLAND
PEDESTRIAN/BICYCLE JURISDICTIONAL LINE
'AILING
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
SURFACE WATER JURISDICTIONAL
LINE (EL. 2.14 NAVD '88)
STA. 1130+88.00 VARIABLE WIDTH
14.80 RI. PAVED SHOULDER
EDGE END RUBBLE RIP -RAP
STA. 2129 +30.93
APPROXIMATE LIMITS OF
EXIST. RUBBLE RIP -RAP
WATER STA. 2131 +50.00
31,27' Rt. •
FLOATING
BARRIER
LEGEN
STA 2129+46.00
73.20 Rt.
BEGIN 42' ALUMINUM
PEDESTRIAN /BICYCLE
AILING TRANSITION
CONST.
TURBIDITY
STA. 2129 +30.93
12.33 Rt.
R SHARED USE PATH
"„".- FLOATING TURBIDITY BARRIER
DATE
REVISIONS
DESCRIPTION
DATE
DESCRIPTION
Campo
6 MADRIOU Corp.
RD C. V n Na 42317
PatA C. Morn, Pt.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SHARED USE PATH PLAN (3)
2125.77.03 TO 2132.77.05
SHEET
NO.
2R E
tot R. Resale awe(SAYROo
TNq. aaaie0i
Comeau. R RDBA
E.gMwr a RataQ
P.E. No.: e2O60
READ ND.
COUNTY
FINANCIAL PROTECT ID
11
SR 60
PINELLAS
424567.4 -52 -01
olvose.ar
0 10 50
Feet
77-_-77 —a o — — ." —. —.,a •__ -.- _- _...
PROPOSED GUARDRAIL UNDER
FP1D: 428962- 1 -52 -01
PAID: 428 2-1 -52-01 UNDE
PAID: 4289.... 2 -01
@SURVEY SR 60°....-........ .......,�_............_,.....,.
PI STA. 2132 +97.05
PROP 42D GU 2 NDER
D
• 0 34' 38° RI. «... «�. FP1D 028962 5. „ . ................................._..„..................,.....,"_.._............,.... .................,,.,...,......
UNPAV D SHLDR.
PI STA. 2137+27.05
A =02557`LI.
PROPOSED GUARDRAIL UNDER
FPID• 428962- 1 -52 -01
EXIST. EDGE
OF WATER
SEAN ALL/WETLAND
CONST. FLOATING
TURBIDITY BARRIER
VARIABLE WIDTH
PAVED SHOULDER
BEGIN CONC.
DITCH PAVT.
STA. 2136 +50.00
7.57 L4.
END CONC.
DITCH PAVT
A. I
4.26' Lt.
CONST. 30 SY OF
3" NON - REINF.
CONC. DITCH PAVT.
7 SHLDR. WITH
APPROXIMATE LIMITS OF TYPE D CURB
JURISDICTIONAL LINE EXIST. RUBBLE RIP -RAP
7 SHLDR. WITH
TYPE D CURB
BEGIN RUBBLE RIP -RAP
5TA. 2137 +30.00
32.67' RI.
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
LEGEND
SHARED USE PATH
FLOATING TURBIDITY BARRIER
REVISIONS
GATE
DESCRIPTION
DATE
DESCRIPTION
IWi'p.f Campo &A00000bs Gap.
201 N. FV WN 5100N Sub PRO
T4Ag4, F444439002
C6r00oY of AUVWOalen Ib 02317
Eigiru N R02002 Aran C. M..,, P.E
P.E. No.: 62056
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
SR 60
COUNTY FINANCIAL PROJECT ID
PINELLAS 424561-4-52.01 1
SHARED USE PATH PLAN 41
2132.77.05 TO 2159 +77.06
SHEET
NO.
12
mNRer 2 /1/2013
4:2637' IN N. S■1•36143101vo2df42•LONR004.DIN
BM 142
4'44' CONCRETE MONUMENT W/ FOOT DISK STAMPED BM 142
STA. 141 +56.70, 80.5 LT.
EL. 2.370
0 10 50
Feet
142 ...................
144.:..
042 OUAR52 1 UNDE
y. FP10: 4188 961- 1 -57 -0-01
145 146
STA 210412.06
• VI STA. 2140+67.09
Pl oA. 2143 +31.fe
PI Sri. 2/44+47.16
.:.::,... _19'NYIk'UWY ".,_.:..
WITH TYPED CUR
CONST. TRAIL
i - o • /.. A�MI , •••• ∎i4fi a4fi �4/s �,4fi ��fi �ai1i �r �i 1ii�i ��i %i _I��� l�Irf �i��/ r4f �4f r4/ i'�fi �1 ��i%i
101111.10=MOINICOMIRIAIIIMINIMINIMI
VARIABLE WIDTH - -• -•�• 1
APPROXIMATE LIMITS OF
EXIST. RUBBLE RIP -RAP
47 ALUMINUM PEDESTRIAN/
BICYCLE RAILING
BEGIN 42" ALUMINUM
EDESTRIAN /BICYCLE RAILING
STA. 2140+55.00
14.08 Rt.
CONST. FLOATING
TURBIDITY BARRIER
PAVED SHOULDER
SEAWALL/WETLAND
JURISDICTIONAL LINE
END 45 ALUMINUM
PEDESTRIANLBICYCLE RAILING
STA. 2143+63.00
14.78 Rt.
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
EXIST. EDGE
OF WATER
LEGEND
SHARED USE PATH
—`� FLOATING TURBIDITY BARRIER
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
$4MgW Campo B ASSOCM e6 Cap.
WI N. PWtF Meet SW. 400
7.110. FNrM4 00802
01102N .
alAtMortalion Ne 02317
&piNW 6/Ram4: Aran C. Mures, P.E.
P.C. No., 62960
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 60
PINELLAS
424561 - 4-52 -01
SHARED USE PATH PLAN (6)
2139.77.06 TO 2196.7716
SHEET
NO.
13
4 /LW»
4:27:02 F:
11:\424 %140201VosdrflVUNRGOS.O0N
A MULE 61615, F.A.C.
,�
'ry
ut
■
=
1 _ ....,� -. , --
_..__
..B- .......»..., 0 x R` s a a n e e 2_` A -.. �A Ji °4 ._.�L_.» r -
-.sp
0 10 50
IZilnia
Feet
—
"+--,
h
al
N
W
_ _ t-:-
,-` r---,-... --
a... . --.
._ ...,... _,.... »... .,.,.,.. .....— * " ".
147 148 149 150
" ".
1
.....,,...,,...........».,....
ry
-
PROPOSED
ID
1 152
.,....,. ..._.. .,.,.,,., ,..,. ....,
f11'STA 2150+9177
—
GUARDRAIL UNDER,
418961 I-
153
..,,........ _..... »..... ................. .,..... .....,»....... ,.....,,.......................
PROPOSED GUARDRAIL UNDER
ENO 428962-1-52-01
.,,,.......,,..,... _,..,,. . ».., ............._. . .........,.M .............._.._.
7 UNPAVED SHLDR.
Coke.'
BEGIN CoN'C.
DITCH PAK.
..»....».,.........,.......,..,,,...,,....,.,....,..
E SURVEY SR 60
—"
CONST. 1708 SY OF
ON-RAF
_
STA 2148 +97.0•
8.13 Lt.
G . 0. 34' 24' Rt.
_ __ — __ _- ..__ — — —WITH TYRE- D -CURB _— — ONSTTRATL— ' CON-01701 PAVT- — — ._— _._..__ — .__ — _._ _._
�Ry ....._. _ -... ........_...._... __ _ _. _ . __ .__ ___ —. — __ —._ _ __.. —. —_ — .__ __. -._.
ca
Y
;— — ,...
_
r
_- �i � s.s� ssss �
`
=� )i -i)� --
_...•
.
'
- . - - - - - - - =
■
WWII "
_
SIN_ E� -_ .al . • ■a�.� �. ��` ..ei '_•� � Ufa _ E
_•� �_ i — - As�.�'
W„ -r. — . )� ->. . - -s ip . s )�__s )- �-•„'. , ��
E"' •f ..- E6•- :I .� •■•�_ a - a - .
- _
_ _ — — —_ .___ __.. _,
I-"
EXIST. EDGE - -
OF WATER
— ...
APPROXIMATE
-- _ -- VARIABLE WIDTH -_ --
PAVED SHOULDER
7 HLO WIT
TYPE D CURB
CONST, FLOATING
TURBIDITY BARRIER
RIP -RAP SEAWALL/WETLAND
•
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
END RUBBLE
PROXIMATE UNITS OF
RUBBLE NITS RIP-RAP
STA. 2151 +54.11
31.52 Rt.
814 24
SQUARE CUT IN SEAWALL
STA 151 +46.30, 65.5
EL. 3.737
JURISDICTIONAL LINE
RT.
LEGEND
SHARED USE PATH
•y-
-". FLOATING TURBIDITY BARRIER
DATE
REVISIONS
DESCRIPTION
DATE
DESCRIPTION
Kramer Campo B Associates Carp.
STATE OP FLORIDA
DEPARTMENT OP TRANSPORTATION
SHARED USE PATH PLAN (6)
X146 +77.16 TO 2153+77.18
SHEET
NO.
201N. Rankle, Week Pu55 400
T.aR Pb,Nf 33402
Engines. a "' "
P.E. Ne. 62955
ROAD Na
SR 60
COUNTY
PINELLAS
FINANCIAL PROJECT 1D
424561- 4 -52 -01
14
4/Ii2013
4:21'49 PN
NMJ4f6i4SNl1Vwdaf/VLN1R006.00R
—
..,
I-.
..X.'
C...,
•
... ...,,..,....
r' "1
-..:: .:-.: ,,Z'.° .
. _
:,-.;,-.../..-3.„,::- - __ __ .. •" 3 -,..2..
-.; •
... .... „?.. ? ..... Y.. „ ?"...;4.jP.'''.1'4q,ez,,,
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0 10 50
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Us
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:4-
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Feet
, - ---
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..:-...-"--..
- .-i
-
ji
— ..— — —
- a • a , ,,, . . . - ..... - • r a - - • •
154
--- --
• --------
PROPOSED GUARDRAIL UNDER
FPID: 428962-1-57-01
--- -- -- ......... —. —. - ..... ...„... ,......,,,,.., --- ......... -..... --- ........ .-..... .
155 156 157 158 159 160
"=""=":4" iriilf"".:=”:'=:=1::::"7"—•
4 SURVEY SR 60
.„-- .-.... -- --.-.. -- ....-.....- -,,,- ....... ....... "-""" '
PROPOSED GUARDRAIL UNE-1ER ..,.CO ST. .7 NON-EINF. -"""
I CONST. TRAIL
FPID: 428962-1-52-01 7 SHLDR. WITH CONC. DITCH PAVE.
- — -- — — --- — - TYP47 CURB
........:,...,............,..........--... ......a. -
-....
--- ---
CURVE. .7 NON-REINF.
. _ _... -.
VARIABLE WIDTH
EXIST. EDGE PAVED SHOULDER
OF WATER CONST. FLOATING APPROXIMATE LIMITS OF SEAWALL/WETLAND
TURBIDITY BARRIER EXIST. RUBBLE RIP-RAP JURISDICTIONAL
ON COURTNEY 1973-1990
PINELLAS COUNTY BRASS DISK STAMPED COURTNEY
STA. 158+85.06 54.7 RT.
EL. 3.910
LINE
BM 747
1973-1990 SRO BRASS DISK STAMPED 147
STA. 160+06.00, 64.7 RT.
EL. 3.936
SLUM
SHARED USE PATH
--°-*- FLOATING TURBIDITY BARRIER
DATE
REVISIONS
DESCRIPTION
DATE
oesvernoN
singer Campo & Associates Corp.
201 N. Enn3.13133031. SW* 400
72m0E Rev. 33502
STATE OP MARIDA
DEPARTMENT OP TRANSPORTA770N
ROAD NO.
SHARED USE PATH PLAN (7)
2153+77.18 TO 2160+77.18
SHEET
NO.
C033110•1•01 Authottratien N0 02317
Want 011100/3101: Aaron C. Warn. 13.E
3 E NE: 62055
SR 60
COUNTY
PINELLAS
FINANCIAL PROJECT ID
424.561-4-52-01
15
.37
VI/20I3 8,7111 HI RA.414S610201ve.M,,L,4 **EDO,
".1
+
Lu
ZJ"
Z
i...
)
o to so
ISISI
Feet
k ,.
.. ,,
i .:..
_Is-- -- - ,........L- ,__ „,"__ _ ,__, ,..,..2.--. ... --„;_,:-..,..,...._-- _ -,-. -.."-r -- -
.i, .1 I- _ , r.,
„ ,, .. ..... _ ... --, ... ... „:„ „ . ..... ...., —
. , . Own—. ...... ,o<• , < • II I^ p •
_ .. - .,..,. — - -'-fl ,r,' .4.-..-■<,— -A- - " ...... - A....,..-- - .,.< L.,. ,__ - ...--- ... -
ri.
10
....,
4...■-■■••■■-•■•■•••• ••••• •••• .
""""""---"---"""'""-------" '""" .....
PROPOSED GUARDRAIL UNDER - . -
-- ..... - FPI°, 428962-1-52-01
, .... — -- .,..-.. ...- —
161 162 163 164 165 , 166 167
..::::,...,3::::_.7.-_,:',...7`....-- ”.." ,..- —:-.7--':T-.: .----:;;;--"-7.:....:--;.:-7.....::::...;.......:,-...— — ...,'...."....:.- — -- —71— ' - "--i, —eas-oolist-i;;;;17., -:-L,:- -- '-'--;...;:, :
€ SURVEY SR 60
...
CONSri" NON-REIMV- PROPOSED GUARDRiirTINDER ---- .........
CONST. TRAIL
CONC. DITCH PAVT. EPIC,: 478962-1-52-01
2 AtILDflc uLTH
- -- - - - -' - -- -
_
. .
,-- .____ - - - - --.- -
_
_,--.=,--- _ .
.----- -,-....--.: 7 'I' - .---4 0 ----- - -..----Z.-,-t•;;;.-7-:.-17,-. '-'-'-- --=-'-' - ,
-
7 --; .--.--
-
....... •
VARIABLE WIDTH
PAVED SHOULDER '-EXIST. EDGE
Of WATER
--"0::-_-_-0--,,,,,,,...._
-
.. ......
--0..-_--0._...„
164MANW:DNE
APPROXIMATE UNITS OF CONST.
EXIST. RUBBLE RIP-RAP TURBIDITY
FLOATING
BARRIER
IID
• - ' SHARED USE PATH
--.-.- FLOATING TURBIDITY BARRIER
0.47'0
REVISIONS
DESCRIPTION
DATE
DESCRIPTION
Klinger Campo a Associates COP.
2:1 N. Fronldin Stroot. EUNI. 4E0
Carafsae of A.111104211041 No. 02317
ENO...rot Record: Aaron C. Moms, PE.
P.E No.: e:2955
OR
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
SHARED USE PATH PLAN (8)
2160+7718 TO 2167+7718
SHEET
NO.
ROAD NO.
SR 60
COUNTY
PINELLAS
FINANCIAL PROJECT ID
424551-4-52-01
16
VI/20I3 8,7111 HI RA.414S610201ve.M,,L,4 **EDO,
00
K-
;
tn
Lm
t..,
.....
......., ,......,
— E.4 -,7", 1, _,..
" ' ..-..;.°4'. 1.. '.,--",. ( 2:. ^-,..1..1 4 -.._. ..,. - 1 ",..1...1-,-...4::. ,,..--/- -4 ..--. 4-''''''-',4.7.4... '-'"1....1)..,'"4-4.4 5'''''-,:.;, .■:... ' ' " 4 - ' 4,
'1..,.. .. E ...... - F ''-. ,..,-:,,-.1-, ...---1,-,. 1.1,---,.-,R-Rs "R• • • •A• • • .r'• - - , . a ._.„...,,L...
7 i3',". '
k _ _ .
j
0 10 50
V.
■•••■
u.1
S
IMIIM
Feet
.,_
0, e
„ _ ..,,
—
-- -.-- -- -- -.. --. .- — — — — —
PROPOSED GUARDRAIL UNDER
......... — — ....„ ........ _, — „-- ...- — .-....-
---- FP10,..128962-1-52-01 .....
168 169 170 171 172 173 174
,— —,....4",-.4." ,—.' -44.4.'44-',::'„''r4;:4:.--.-..:: '.-4.,—"'"""" '44"41f4-47741";:::44..."44.4.—. ..=4;41.=.= '4-'4"_4:44.7.k:444 LZ147:72',4.:'="..4..--'=1 4
—„....... — .. , . --,— ..„. —..,„
PROPOSED GUARDRAIL UNDER @ SURVEY SR 60 .
FPID: 423362-1-52-01 ......
---
CONST. 3' NON-REINF. — ---" --- -- --- .-- """"' 7 3711DR. WITH ......
6 CONST. TRAIL
CONC. DITCH PAVT. TYPE D CURB
---.....:........■............,.
...,,..........._._._.____
.. • •-• - - - •• __
.--,, ''.L-r---'------- - --- • - ---
:-.---,---------_----,-".----.„-,,-,-- . -:-.-`----'"-- _ __ - - - "--.-4A,-= -*'-.---- --„.._-...--;,-
..
)
. •
LINE
... . ... ...
i--.
VARIABLE WIDTH
PAVED SHOULDER
EXIST.
APPROXIMATE LIMITS OF OF
EXIST. RUBBLE RIP-RAP
CORP% FLOATING
TURBIDITY BARRIER
B14 148
SIAD BRASS DISK STAMPED 148
STA. 171+08.80, 64.8 RT.
EL. 3.922
• . • •
EDGE "
WATER
LEGEND
SEAWALL/WETLAND
JURISDICTIONAL
SHARED USE PATH
-.--"- FLOATING TURBIDITY BARRIER
REVISIONS
,a4,412.4 Campo a ASSOCKIES Carp
201K F.Fdrn Knot SuRe 200
Taros. Fbrid. 3211C2
Coarser a( Auftrirstlon No. 07E17
&Oar 01 Recant Aron C. Vann. P.E.
NE. 11.2.: 22165
STATE OP FLORIDA
DEPARTMENT OF TRANSPORTATION
SHARED USE PATH PLAN (9)
2167.77.18 TO 2174,77.18
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
17
SR 60
PINELLAS
424561-442.01
Mr2
/1/2013
6.2 .1
. 42456 3201 0303/00
H
_. .! - - _.
L.
- _ _ _ _ —? 7 —Lam. �t -'
_... .... ...�..c oc -.. . .�i. .. ,:- ....... - -'
—_t7.-
oc
BN
PPP
STA
EL.
•
�Y- /ma'Y - ='fir_.-
> s " '-7' `'—1
179
CONCRETE MONUMENT W/ FDOT DISK STAMPED 814 179
179+29.10, 80.7 LT.
2.796
0 10 50
IMMa
Feet
. .- ' -'. " —' _.
- _ -. —
_ _ _ _ _ - - - -. _ __— __._. -- -_ -__._ _._ _
JP •'.- ate: --%� E 8 'L.._ -
''-
ap
~
W
Z
�_l 7.- _ _
__ —__
oa =' 6 S "3
..E...
175 176 1
.................«....................:,._.............. ..........................._ ... «...... _..«..............._,............,.......................«...._............._«,._........._.........,....,......,......_.........,,,.,....,.....,.,............,..
PROPOSED GUARDRAIL UNDER
FFID: 428962- 1 -52 -01 — .•_ «••
7 178 179 180 181
............«................, ................,.........,....«..«........««,.................,..,«.,,........._.............................,,,..... ....,.....,,.....,,,.......,... ,.........._......-_...... ..........«....,...............
7 SHLOR. W1TN 7;2i?1S"W"�"`IG61%J1EiNF. "..,, .,<
TYPED CURB CONC. DITCH PAVT
• «.��• �+
PROPOSED GUARDRAIL UNDER ti
FPID: 428962 -1 -52-01
.•
@ SURVEY SR 60 END CONC.
.d.F. STA 2176+9;.18 -" STA 2177 +97.00
• •. ...yi. ••..
..•••.
- -
CONST. TRAIL
.
...— — .,.:..- ......_...
0 0• B 3S Rt.
•
WITH TYPE D CURB
'=
-- .,
JURISDICTIONAL LINE
VARIABLE
PAVED SHOULDER
WIDTH
.7Plinj
16 51♦EE 1• -.MN• 1. •EIpEM 1. - •1110PEPI IPM• •1 •.11.• ..
"' - " "-
' �� — "•__ -.. __ __ -- i
•
CONST.
TURBIDITY
APPROXIMATE
EXIST.
FLOATING
BARRIER
LIMITS OF
RUBBLE RIP -RAP
BEGIN 42' ALUMINUM
EDESTRIAN /BICYCLE
BEGIN
42' ALUMINUM
BICYCLE RAILING
RUBBLE RIP -RAP
EXIST. EDGE
OF WATER
PEDESTRIAN/
CONST. RUBBLE RIP -RAP
(SEE STRUCTURES PLANS
FOR DETAILS)
END 12' ALUMINUM
'EDESTRIAN /BICYCLE RAILING
STA. 2178
29.66'
RAILING
+50.00
RI.
STA. 2180+07.00
14.87 Rt.
EL GEND
57"A 2177 +77.00
14.86 RI.
.. ___ SHARED USE PATH
-" FLOATING TURBIDITY BARRIER
DATE
REVISIONS
DESCRIPTION
DATE
DESCRIPTION
IGfiN9•r Campo 6 Associates Cam.
m N. aen a1..L su1.'op
Engine/ of 1.51BD1
Engineer °".PE'
P.E Na.: 82965
STATE OF FLORIDA
DEPARTMENT OF TRAIVSPORTAITO v
SHARED USE PATH PLAINT(10)
217. 077.18 TO 2181 +77.19
SHEET
NO.
ROAD NO.
SR 60
COUNTY
PINELLAS
FINANCIAL PROJECT ID
424561- 4 -52 -01
18
814 787
4R4' CONCRETE MONUMENT W/ FOOT DISK STAMPED 814 187
STA 187 +20.40, 79.0' LT.
EL. 3.602
0 10 50
n._.._____________
}-
N
h....,
u
_. 1— — ... :,�_ __ ..� ._ — — __
ro .vo- .. .I �^
-- - -- ern
ae. l ...i4 ^� .,
Feet
T
/ __ _ _ _ — _— __ _- `t.•:•� L,:� _- _'_ _ _. = -'ter- ��./..�= .. .. "_ _...
—C•. v1 p ' A v-it1.. ... gsb `_` ..0 .• 77 7. 177 -7 :7777 .ro
err - nro • - --
/ b
4 - -,f .,_,,,,,_41...,,_, 1L -: %E 1 a.1 a:i`a" p[ g° E G_ ..La.,
_7777... - -_ ._._ . _ . ._ _.. _ _ —.. — — - - - --
Q
n
'f
4
N
2
,-,
�. •`?'°
M. -,_ __.. _. ___ _ ..__. __ - ...._... _ _ 7_777_. —.
______ ____..___.._- ..__._..__________......__....
...... -.,. «.
182 183 I
............._. .............._......__........__......._................__..........,...._............_....._........._...._.._.....__.. .__,......._......_...._._...._
_.. .. . ...- _>., -. s -� .� zs
_ _ __ __ _ — __ — _ _ __ _ _ __ _ —
_...,....- .._ -__: �:. __ :7777. --. ___ _— __._..__...._ ._. __7777___. .- ,.,.:...._... __ ._:. _ - ____.___ - .. _ . _._-.__..... ......,,.__..._____,._....,.__`
PROPOSED GUARDRAIL UNDER
77_77., 7777,,.. ,..,..,.. 77 7 7 ... .. .... ..„.. ,.....- 7777..
'4 . 185 186 ... 187 a28962 -1 -sz 01 188
......._. ..._..__._......._............. ... _. .. .................. _.... _.............._......... .. .......... ...
-..� _ _. .., .f ... 77.77. 7777.. �._. _.•...�_
,.........,....._�«.,•.....,,,......»
7777.., 782.1 7__777... 77_µ
P/ STA. 2181 +82.19
.................• .•.......,,..:, .• .., _.,•, 7777,. 7777,,, . .. .. ..,,w•, ... ,M 77777777, ....•... ., •„ .•,. ., ......,. _, ._,. ....__ . 7.777..`.., € SURVEY SR 60
. 7_
PI` A. X783 +9713 CONS.. TFAfL PROPOSED GUARDRAIL UNDER
y
i7. ZrsL......................................................................................._.... .........__.................... -7-7_7.
�y�yyy __ __ —. __ — _....:.__... ........_.. _ .___ —,..__ __ — _n
■
FPf0: 428962 -1- -01 .. 77 7 `..................D].
AALkl41.t r......................._.........................._........-................._.........................,_..._........._....... .............
_ _.. _._ .._ —. __ . — __ ___ __........ _ 7777 —. _ ___ _— _. — .__ __. _7_777_ _.. — __7777.__.. __ _. -.. "___ __ _ _,]: U7{PAVE-0- SNLOR.- — —.. —.. _._ — ___ —
WITH TYPE D C A
,„„
ear N 83" 41' 02' E X10 iiQf•..k
+.:._-•`, .A,
0111.,...
r
°- s :3 7777
.././/,/, _ n
_` .../•
-_ ii _'7_77_7_ .
i iii
_f���
41�y CO-` - .e ` •a QI a_�I w
sari �r.. '� ..�, ••∎ -'�.� h�a�: �a': /:'�:i:')! is 'I! is ■g�.(e'!.i: 2!.�0 :Eal4 !r.11n •• .11:'�:i '! l;'� i. ■-- la ' .e -
_ mac_ -_n __�• ..-, �71� _ -ZII� =_�1.= . ∎i•• ='-:=-:.:
-- -
_.. - -. __ ._ VARIABLE WIDTH
PAVED SHOULDER
_
SEAWALL/WETLAND EXIST. EDGE CONST. RUBBLE RIP -RAP END RUBBLE RIP -RAP
JURISDICTIONAL LINE
OF WATER
CONST. FLOATING FORE DETAILS) STRUCTURES PLANS STA. ' Rt. 0.00
TURBIDITY BARRIER APPROXIMATE LIMITS OF 32.36' Rt.
EXIST. RUBBLE R1P -RAP
LEGEND
SHARED USE PATH
zr FLOATING TURBIDITY BARRIER
REVISIONS
1Gsiger Campo B Associates Corp.
STATE OF FLORIDA
DEPART.sEgNT OF TRANSPORTATION
SHARED USE PATH PLAN(11)
2181 +77.19 TO 2188 +77,2
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
201 N. Nankin Meek WO 400
TenP'p ANN
Eewa..a."°°""
RENO.: 620.6
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
19
SR 60
PINELLAS
424561-4-52 -01
. e .
4uN0.r2
4/1/2013
:2830 PN WV, 456I4 vaa..yvuxnm2.
0 10
IIMIMI
Feet
50
_
1
—}
n. a.y— ...... _. .ee .. •ry -. neo s.ovo:-
urn �. wa.._ a .. . -. va= rn—
•_1
n ° %�N -1 .`�_y... ne,�A
- L'"•'''
o e ero nsu .. .. - -- x.0 nro ...
+
42D 52A4 UNDER
FP1D: 428962-1-52-01
FPID: 62-1
N
189
190
1
192
193
N
U.
......... ....,_.
_ , ...... ...:.....w
,,,..
@ SURVEY SR 60
PROPOSED GUARDRAIL UNDER
FPID: 418961- 1-52 -07
(;.
_w _,,. r» -�+ ...
=
ry
"""_`Y
-._ _._..
_. _._...__ _ _ __ .
.... v
__ _
-_.. __ _ _._ __ _ -_ __. -_ -_ _ .—
_ -, ... __ — .._ __ __ _- -02. .Eii,.$}ii�71E.._ _ .__
_ __ .. _ _._ — _ -@ CONST. TRAIL _..- WITH TYPE D CURB
r 1091. ♦
`,mod
A
i fCt lei •��
, 613
_
iii ' ii _f
a
'
_... -
+00.96
20.16' Rt.
SEAWALL/WETLAND
JURISDICTIONAL LINE
•-
VARIABLE WIDTH
-
PAVED SHOULDER EXIST. EDGE
END 47 ALUMINUM
OF WATER
47 ALUMINUM PEDESTRIAN/
PEDESTRIAN /BICYCLE RAILING
BICYCLE RAILING
STA. 2192 +55.03
75.12 RI.
APPROXIMATE LIMITS OF
BEGIN 47 ALUMINUM EXIST. RUBBLE RIP -RAP
PEDESTRIAN /BICYCLE RAILING
STA. 2191+00.12
16.22 Rt.
CONST. FLOATING
TURBIDITY BARRIER
CURVE TRAIL•3
CURVE TRAI L•4
LEGEND
PI STA.
2790 +77.24
P! STA.
2192 +47.44
D
3' II' 59'
7. 38. 22'
(LT) O
O
2' 39. 07' (RT)
7' 38' 22'
SHARED USE PATH
T
20.95
T
17.36
L
41.88
L
34.71
R
750.00
R
750.00 -°"-.- FLOATING TURBIDITY BARRIER
PC STA.
2190 +56.30
PC STA.
2192 +30.08
PT STA.
2790 +98.18
PT STA.
2192 +64.79
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
P3sInger Campo &Amoral's
Corp.
STATE OF FLORIDA
DSPART%ENT OF TRANSPORTATION
SHARED USE PATH PLAN�121
SHEET
NO.
101 N. PrWIN *Mt Palo 402
TanO. Flail. 61102
CrWrN ofAulnost 04n No.
0111]
ROAD NO.
COUNTY
FINANCIAL PROJECT 10
Engineer of 3B Now C.M.NaoP.E
P.6 No.: 021!6
SR 60
PINELLAS
424561-4-52.01
2188 +77.24 TO 8195 +77.43
20
4uN0.r2
4/1/2013
:2830 PN WV, 456I4 vaa..yvuxnm2.
Frl
rap
r■
I-
u'r
Lu
-.I
2
r..)
F ' . ll c , c
- - - - Li.: .-4,.. .:1'.1■1 • - - g - * e k - ',R.:. -C,C ... “
1,0
'
)
0 10 50
IMIMI■1
Feet
• .
_
— - — ___ _ ___ ___ - —...
..„ (-"-
-17.*
a• 0 ro,0 eo E ,.":7i/r4a Ku.',,. F a r ., ,
- ■ ■ • . „„„;,g .. V - .„ ...1-- - - .E n - - a . R - a, c R - - , , r
-.*-.
,,r,-. , ' --....11.1.1.4%.7L.,_:"_-_-_,, ..t„.--• -. "
et
st
-.
....... .. . . . . . . . -
•
_ ..1._ _
,,,.,,,,„,, ....... ........
196 197
..........
PROPOSED GUARDRAIL UNDER
EPI. 428962-1-52-01
......., __„,,,,,,., ...- _.„„,,„ ......... -- C) .......... -- ,.....,
198 c■ 199 ,, 200 ,;,, 201 , ,,,,, , . , ,, „ . gpz ,.
— .
.._—_,„,............-,..: I- -..:,-,-...:.,.."* --_-....,.._—_,;--1..-...;.,.:._.......„.....____.-L ' ':'.....;.-'',.;:::::,...L.,;..-
+
N
0
,..,
-4
I-
Ln
....,...
2
----- -- ......----
2' UNPAVED
SHLDR.
I CONST. TRAIL
BEGIN CO....,NC.
DIICH PAVT. _ I
.. - ..------....-„--------------
SURVEY SR 60 CONST. 413 SY OF
........ ......,
CONC. DITCH PAVT.
— _ _ _ _
.. ...
cox. DITCH PHI, .......
PROPOSED GUARDRAIL UNDER
7 SHLDR. WITH FPID: 428962-1-52-01
STA. 2197+97.0,
897 u
_ _ _
52-raMir'""....'r
eltir. ..*,....14Tr:417 7t:..".7.:1 . ... • .: .
. ! . ...''''-?7 „„,,;,:,„:
• llT"., „:77'"- ,.,...''"...'d' ...row
— —kS--.... —
._.L11.:1.-u_-_.
.,___
=."------ ."--=',------.----r=1,---r:r: .--- --
„
r'''.--- - r' - •, r -, rr-Trr`rr--'-','••=---
■■■• ■•-or
- -- - ,
Ar.ar.■
EXIST.
OF
OF
EDGE
WATER
LEGEND
SEAWALL/WETLAND
JURISDICTIONAL LINE
BM 149
FOOT BRASS DISK STAMPED BM 149
STA. 796+5250, 68.7 RT.
EL. 3.919
VARIABLE WIDTH
PAVED SHOULDER APPROXIMATE LIMITS
CONST. FLOATING EXIST. RUBBLE RIP-RAP
TURBIDITY BARRIER
SHARED USE PATH
--"--"- FLOATING TURBIDITY BARRIER
REVISIONS
lOsInper Campo $ Assowles Com
?r01 N. Franklin Street Sails 40
STATE OF FZORIDA
DEPARTMENT OP TRANSPORTATION
SHARED USE PATH PLAN(13)
2195.77.43 TO 2202+7744
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
POW.* 01A111.11111011ND. 02317
Engineer of Roccert Aaron C. Maws, P.E.
P.F_ No.. 62956
ROAD NO.
SR 60
COUNTY
P1NEU.AS
FINANCIAL PROJECT ID
424561-4-52-01
21
61G15, F.A.C.
PINELLAS /HILLSBOROUGH
COUNTY LINE
•
0
2
V
•
'N:
PROPOSED GUARDRAIL UNDER !NU CUNC.
FPID: 428962- 1 -52 -01 DITCH PAVT
- ...- `.""" - "-' STA. II• `8.00
203 204 7.24' LI. 205
208
q SURVEY SR 60 209
a1rPE avow wra.,ims. =.m.
PROPOSED GUARDRAIL UNDER CONST. 3' NON - REINF.
FPID: 428962- 1 -52 -07 CONC. 1'(CH PAVT. -
CONST. TRAIL
CURVE TRAIL -5
2207
2209
0 10 50
Feet
VARIABLE WIDTH
PAVED SHOULDER
CURVE TRAICEAST-1
EXIST. EDGE
OF WATER
SEAWALL/WETLAND
JURISDICTIONAL LINE
2 UNPAVED SHLDR.
WITH TYPE D CURB
BEGIN 42" ALUMINUM
PEDESTRIAN /BICYCLE RAILIN
3'T 305+40.00
16.84 Rt.
42" ALUMINUM PEDESTRIAN/
BICYCLE RAILING
+86.82
14.62 Rt.
+92.62
15.45' Rt.
CONST. FLOATING
TURBIDITY BARRIER
APPROXIMATE LIMITS OF
EXIST. RUBBLE RIP -RAP
END 42" ALUMINUM
PEDESTRIAN BICYCL
STA. 2206+00.00
18.13 Rt.
RAIL!
CURVE TRAIL -S
PI STA. 2205 +89.67
O 21' 39' 04' IRT)
D 28' 38' 52'
T 38.24
L 75.58
R 200.00 r
PC STA. 2205 +51.43
PRC STA. - 2206 +27.00 r
END VARIABLE WIDTH
AVED SHOULDER
STA 2206+29.31
CURVE TRAILEAST -I
PI STA. 2206 +86.18
0 43' 03' 38' (LT/
D
38 11 50'
CURVE TRAILEAST -2
END PROJECT
END CONSTRUCTION
MATCH EXISTING
END 2' UNPAVED SHOULDER
WITH TYPE D CURB
STA. 2206 +27.00 @ CONST. TRAIL ,<
STA. 206 +27.84 € SURVEY SR 60
62.86 Rt.
CURVE TRAI LEAST -2
PI STA. 2207 +62.57
D 21' 3?' 52" (RT)
D 47. 44' 47'
T 22.83
112.73 L 45.13
R 150.00 R 120.00
PRC STA. - 2206 +27.00 PRC STA. - 2207 +39.73
PRC STA. - 2207 +39.73 PT STA. 2207 +84.86
LEGEND
SHARED USE PATH
�'- FLOATING TURBIDITY BARRIER
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
IGoI gar Campo 8 Associates Corp.
Al N. Franklin Srrao Sub 400
TN7RN FMIBa 39002
Gable at Autharkeararn No.02317
0 0 0 0 07 07 0 . C. Ma41p, P.O.
P.E No.: 02955
STATE OA FLORIDA
DBPARTAESNT OF TRANSPORTATION
ROAD NO. COUNTY I FINANCIAL PROJECT ID
SR 60 PINELLAS I 424561- 4 -51 -01
SHARED USE PATH PLAN(14)
2202 +77.44 TO 2206 +27.00
SHEET
NO.
22
a:2U4fl7 M:V245E145101vo44roy,PLJJR014 .OoI
ALUMINUM PEDESTRIAN /BICYCLE RAILING DATA TABLES
PROJECT REQUIREMENTS I rabic Dare 01 -01 -It
Station to Station
(Lt. or R[.)
(Lt.
Height
(In.)
Sp
Type e ( (1)
Required: (Yes /No)
Bottle
Guard
Colored
Coatings (2)
Inf ill Panel to Reject
Passage of 4' Sphere
(Special conditions only)
STA. 2124+00.00 TO STA. 2130+88.00
42
I
NO
NO
NO
STA. 2140+55.00 TO STA. 2143+63.00
42
1
NO
NO
NO
STA. 2177 +77.00 TO STA. 2180+07.00
42
1
NO
NO
NO
STA. 2191+00.12 TO STA. 2192 +55.03
42
1
NO
NO
NO
STA. 2205+40.00 TO STA. 2206+00.00
42
7
NO
NO
NO
(1) For 'CUSTOM" Style Types, see plans for in -fill panel details.
(2) The color shall be per Federal Color Chart, Federal Standard No. 5958, Table N /A, Color N /A.
ESTIMATED QUANTITIES
ITEM
UNIT
QUANTITY
*RAILING, ALUMINUM, 42" TYPE 1 PICKET INFILL
LF
05,441
*QUANTITY SHOWN IN ROADWAY SUMMARY OF PAY ITEMS.
NOTES:
1. Work this Data Table with Index No, 862,
PRSED
42' OPO ALUMINUM
PEDESTRIAN /BICYCLE
RAILING (TYPE 1, PER
INDEX 862)
CAST -IN -PLACE
CONCRETE CAP
PROPOSED VINYL
SHEET PILE WALL
OR EXISTING WALL
SECTION THRU RAILING
Ft
OLMS.004
DAR
0
Franklin KlitingVI Pl. or Gimpy Aasoniatas Cap.
Sub 400
Tampa FL 33602
Ronda GOA No.02317
DONOR Thompson, , PENN. 45002
0404NR
000 01 -13
01.3•11,1
Ol >
000 0]13
MO= 631
eW 01.41
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
MUM
awirtnASI
PEDESTRIAN /BICYCLE RAILING DATA TABLES
111F.DVAL NW
5R 60
PINELLAS
424561- 4 -52 -01
SR 60 (MULTI -USE TRAIL) FROM E. OF
BRIDGE #150138 TO PINELLAS /HILLSBOROUGH COUNTY LINE
73
0M04,2
4/1/2013 {33:1000 11,143614SA1Vfru« s.,2,.i101.0a0
NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE RIG
EXHIBIT "B" - MAINTENANCE PLAN
SHARED USE PATH, CITY OF CLEARWATER
The City shall at all times maintain the Project in a reasonable manner and with due care
in accordance with Department Guidelines and standards. Specifically, the City agrees
to:
(a) Perform minor asphalt repair such as minor cracks and potholes not to exceed
fifty (50) square feet, and not to exceed five (5) percent of the total square foot of
asphalt per year of the Shared Use Path surface. Perform any repairs needed for
concrete curb;
(b) Remove from, or paint over, graffiti on pavement surfaces and structures on the
Shared Use Path. All signs shall remain graffiti free;
(c) Weekly remove residue accumulation, sand, and any irregularities that could
create slip or trip hazards; Uneven pavement or trip hazards greater than one -half
inch (Y2 ") will be identified by fluorescent paint and repaired by the City;
(d) Mow, edge and provide weed control to turfgrass areas between the Shared Use
Path and the back of guardrail to the north, and between the Shared Use Path and
to the edge of rip -rap rubble and/or sea walls to the south.
For those areas where no rip -rap rubble or sea walls exist, the limits of such
maintenance shall be extended five feet (5') south of the outside paved edge of the
Shared Use Path. This maintenance shall be conducted a minimum of twice per
month from May to October and once per month for the remainder of the year.
(e) Pick up litter, to include all trash and debris within the Shared Use Path
limits twice a month and prior to each mowing cycle and after any special event.
Trash receptacles shall be emptied twice a week;
(f) Maintain all relevant signage and crosswalk pavement markings pertinent to the
Shared Use Path;
(g)
Maintain all bollards and detectable warning devices along the Shared Use Path
corridor in a good and safe condition;
(h) Secure any damaged, destroyed or missing handrail and notify the
Department for permanent repair of the handrail.
(i) Any needed maintenance in the Shared Use Path corridor, excluding items (a)
through (h) above, shall not exceed Twenty -Five Thousand and xx /100 Dollars
($25,000.00) per City fiscal year. The City shall notify the Department in writing
if and when the City has reached its $25,000.00 maximum allocation for items
1 of 2
and other costs excluding those required in (a) through (h) above, and the
Department shall thereafter be responsible to perform said "excess" maintenance
and pay for said "excess" maintenance costs. Notwithstanding any provision in
this Agreement to the contrary, the City's obligations and costs hereunder shall in
no instance exceed the costs for items set forth in paragraphs (a) — (h) plus a
maximum of Twenty -Five Thousand and xx/l00 Dollars ($25,000.00) per City
fiscal year.
The Department shall be responsible for the following:
(a) All structural components of the bridges on the Shared Use Path;
(b) Inspect the facility as soon as practicable after a Governor - declared emergency;
(c) Perform all repairs that are eligible for Federal reimbursement after a
Governor - declared emergency;
(d) Repair and/or replacement of any damaged, destroyed or missing aluminum
pedestrian/bicycle bullet railing on the Shared Use Path bridge structure;
(e) Repair and/or replacement of any damaged, destroyed or missing handrail
along the Shared Use Path;
(f) Either party to this Agreement may require the temporary closing of any
portion of the Shared Use Path to perform non - emergency repairs. Prior to
closing, the party performing the non - emergency repair will provide at
least 48 hours notice to the other party.
2 of 2