DISTRICT SEVEN HIGHWAY MAINTENANCE MEMORANDUM OF AGREEMENT NON-STANDARD 10 FT CONCRETE SIDEWALK1 G /e4rw4tei'
MOA 01 -14
DISTRICT SEVEN HIGHWAY
MAINTENANCE MEMORANDUM OF AGREEMENT
NON - STANDARD 10' CONCRETE SIDEWALK
M
THIS AGREEMENT, entered into as of the /0. day of �y.,e,„,6e.. , 20 /.-
between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (the "Department ")
and the CITY OF CLEARWATER (the "City ").
WITNESSETH
WHEREAS, the Department owns SR 590 (N.E. Coachman Road) right -of -way consisting of
road improvements and grassed areas located between 40' west of Old Coachman Road (Section
15050 -000, M.P. 3.997) and 490' east of El Tair Trail (Section 15050 -000, M.P. 4.331) in Pinellas
County, Florida (the " Non - Standard 10' Concrete Sidewalk "); 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 Non - Standard 10' Concrete Sidewalk area
as denoted in the Construction Plans and Specifications attached as Exhibit "A" (FPN #431491 -1-
52-01 from Station 1158 + 40 to Station 1175 + 95), and the Maintenance Plan attached as Exhibit
`B, all of which are incorporated and made a part of this Agreement.
2. The City agrees not to modify any improvements or the maintenance plan without prior written
approval by the Department.
3. In the event that any portion of the Non - Standard 10' Concrete Sidewalk 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.
4. 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.
5. Maintenance of the Non - Standard 10' Concrete Sidewalk 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 10.
6. 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.
7. 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.
8. It is understood between the parties that any or all of the Non - Standard 10' Concrete Sidewalk
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.
9. 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.
10. 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.
11. The Department's District Secretary shall decide all questions, difficulties, and disputes of any
nature whatsoever 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.
12. 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
2 of 4
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.
13. 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.
14. This Agreement may not be assigned or transferred by the City, in whole or in part without
consent of the Department.
15. This Agreement shall be governed by and construed in accordance with the laws of the State of
Florida.
16. 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 :* *see attached page for
Name City's signatures
Title
Attest:
Title (SEAL)
Legal Review:
Title
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
By: /<! . �e P.E. /3rim C// /eh 54n)C.
Director of Transportation Operations,
Distric even
,/,
Attest-A: ',A
Executive Secretary (SEAL)
Legal Review:
/X
Office of the General Cou4sel, District 7
City Signature Page for District Seven Highway
Maintenance Memorandum of Agreement
Non - Standard 10' Concrete Sidewalk
MOA 01 -14
Between State of Florida Department of Transportation
And the City of Clearwater
Countersigned:
- Ct.eA9ftencr t‘tC.tA7(
George N. Cretekos
Mayor
Approved as to form:
Laura Lipowski Mahony
Assistant City Attorney
CITY OF CLEARWATER, FLORIDA
By:
William B. Horne, II
City Manager
Attest:
Rosemarie Call
City Clerk
COMPONENTS OF CONTRACT PLANS SET
ROADWAY PLANS
SIGNING AND PAVEMENT MARKING PLANS
SIGNALIZATION PLANS
LIGHTING PLANS
STRUCTURES PLANS (NOT INCLUDED)
A DETAILED INDEX APPEARS ON THE
KEY SHEET OF EACH COMPONENT
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
IA NOTES TO REVIEWERS
2A -28 SIGNATURE SHEET
3-6 SUMMARY OF PAY ITEMS
7 -10 TYPICAL SECTION
11 -12 TYPICAL SECTION DETAILS
SQ -I TO 50 -27 SUMMARY OF QUANTITIES
13 SUMMARY OF DRAINAGE STRUCTURES
14
15 -16
17
18 -36
37 -54
55
56 -57
58
59
60 -130
131 -151
152 -154
155
156 -174
175 -190
191 -198
199
200
201
OPTIONAL MATERIALS TABULATION
REFERENCE POINTS
GENERAL NOTES
ROADWAY PLAN
BACK -OF- SIDEWALK PROFILE
INTERSECTION DETAIL
DRAINAGE STRUCTURES
DRAINAGE DETAIL
ROADWAY SOIL SURVEY
CROSS SECTIONS
STORMWATER POLLUTION PREVENTION PLAN
TRAFFIC CONTROL PLAN
UTILITY ADJUSTMENT GENERAL NOTES
UTILITY ADJUSTMENT PLAN
SUBSURFACE UTILITY TESTHOLE DATASHEET
DRIVEWAY HALF SECTIONS
SIDEWALK OVERHANG DETAIL
BRIDGE HYDRAULIC RECOMMENDATIONS
PLAN AND ELEVATION
LIST OF REVISED INDEX DRAWINGS
INDEX NO.
N/A
SHEET NO.
GOVERNING STANDARDS AND SPECIFICATIONS:
Florida Department of Transportation. 2014 Design standards end
revised Index Drawings as appended herein, and 2014 Standard
Specifications for Road and Snag. Construction, as emended by
Contract 000om.Mw
For Design Standards click on the 'Design Standards' link at the
following wa6 site:
http ://Www.do0.state.fl.us /rddesign/
For Design Standards Specifications for Road and Bridge
Construction click on the "Specifications" link at the
following web site:
http: / /www.dot. slate .fl.us /Specificationsoffice/
REVISIONS
..",;(k.4,;;' :4 "
' STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
T -28 -S
T -29 -5
BEGIN CSX CROSSING
STA. 1158 +68.50
END BRIDGE
STA 1152 +00.91
BEGIN BRIDGE
STA. 1151+63.71
CONTRACT PLANS
FINANCIAL PROJECT ID 431491- 1 -52 -01
PINELLAS COUNTY (15050)
STATE ROAD NO. 590 (NE COACHMAN RD.)
FROM WEST OF MARILYN STREET
TO EAST OF AUDREY DRIVE
0
DUNEDIN
W
h
W
vi
ro
PALM HARBOR
T -28 -5
T -29 -5
CONSTRUCTION CONTRACT NO. T -XXXX
LOCATION OF PROJECT
TO
^� smart NMBW
BEGIN PROJECT
STA. 1114+76.77
MP 3.167
TO CLEARWATER —
BEACH
0 Pl 7
Mlle
END PROJECT
STA. 1202 +10.68
MP 4.821
END EXCEPTION
STA 1165+63.28
END C5X CROSSING
STA. 1158+86.56
—� TO TAMPA
W
b
TO
PINELLAS PARK
PROJECT LENGTH IS BASED ON q CONSTRUCTION
LENGTH OF PROJECT
LINEAR FEET
MILES
ROADWAY
7,536.11
1.427
BRIDGES
37.20
0.007
NET LENGTH OF PROJECT
7,573.31
1.434
EXCEPTIONS
1,161.20
0.220
GROSS LENGTH OF PROJECT
8,734.51
1.654
FOOT PROJECT MANAGER. ROBERT CHANDLER. El.
BEGIN EXCEPTION
STA. 1154 +02.08
KEY SHEET REVISIONS
DATE
DESCRIPTION
ROADWAY SHOP DRAWINGS
TO BE SUBMITTED TO:
Sarah Hill, P.E. No. 64647
Volkert, Inc.
1408 N. Westshore Blvd.,
Suite 600
Tampa, Florida 33607
Telephony Np. (8131 875-1365
Fan No. 1813) 874-7656
PLANS PREPARED BY:
Volkert, Inc.
1408 N. Westslore Blvd.,
Suite 600
Tampa, Florida 33607
Vendor No. 63 -0247014
Contract No. C9881
Certificate of Authorization No. 00004641
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
PHASE 111 PLANS
MAY 2014
ROADWAY PLANS
ENGINEER OF RECORD: Sarah Hill, P.E
P.E. NO.: 64647
FISCAL
YEAR
SHEET
NO.
15
1
tslpner.
5/12/3014
53003 PM NA PROI EC TSs lR5A0Caa ,Maa\431■0115301Vaa0..TV:p SROOI.00H
STANDARD CLEARING & GRUBBING
z
S CONC. SIDEWALK
Z LEVEL
(TRAIL)
r LEV L
(SWK.)
J
1:2 MAX
* SIDEWALK SLOPES TOWARDS R/W
Begin Sta.
End Sta.
Side
1121+47.05
1121 +82.14
LT
1137 +68.54
1144 +90.00
RT
1147 +80.00
1148 +92.17
RT
1150+84.58
1158 +34.81
RT
1178+49.19
1179 +50.44
LT
1195+19.82
1203 +17.01.
RT
SIDEWALK OR CONC. TRAIL NEAR R/W DETAIL
(NTS)
WIDENING VARIES
ILL /NG & RESURFACING
FC -9.5 (11
TYPE SP
(TRAFFIC B)
REMOVE EXISTING
f SHOULDER
5' TIE TO EXISTING DRIVEWAY
(SLOPE VARIES)
EXISTING DRIVEWAY
MATCH ADJACENT CROSS SLOPE
TYPE SP
EXISTING BASE
EXISTING
STABILIZATION <_
O8G 10
MILL P
°WIDENING CR055 SLOPE TO
MATCH ADJACENT LANE CROSS SLOPE
TURNOUT RESURFACING AT DRIVEWAY WIDENING DETAIL
(NTS)
STANDARD CLEARING AND GRUBBING
6 SHOULDER
Z SOD
TREATMENT 1
5
CONC. SIDEWALK
SOD
0.06
FRONT OF SIDEWALK TO MATCH EXISTING
GROUND ELEVATION UNLESS OTHERWISE
NOTED IN BACK -OF- SIDEWALK PROFILE
SIDEWALK NEAR SHOULDER DETAIL
(NTS)
STANDARD CLEARING & GRUBBING
2.6 MIN.
DEPTH AND WIDTH VARIES
SEE CROSS SECTIONS
DITCH IMPROVEMENT DETAIL
(NTS)
STA. 1105 +40.00 TO STA. 7109 +90.00
STA. 1110+10.00 TO 57'A. 1120 +80.00
N
N
a
PAVED SHOULDER
REVISIONS
DATE
DESCRIPTION_
DATE
DESCRIPTION
Volkert, Inc.
Certificate of Authorisation No. 4641
Sarah Hill, PE 64647
1408 N. Weatehore Blvd., Suite 600
Tampa, FL 33607
Phone: 813.875.1365
www.volkert.com
STATE OF FLORIDA
DEP.IRTAIEVT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
S90
PINELLAS
431091-1-52-01
TYPICAL SECTION DETAILS (2)
SHEET
NO.
12
3/2014 82106 AA e..PROJECTG 5R590CaXAnua 4J119i IVMlVoAdwfrVYPSA0U34pn
BEGIN CONC. TRAIL
+64.61, 46.76' RI
+84.61
44.00 LT
1161 +46.67
48.04' LT
1162+10.00
52.00' LT
0 10 40
Feet
BEGIN 3' MILLING AND RESURFACING
END EXCEPTION
STA. 1165 +63.28
PROPOSED LICENSE
AGREEMENT 901
+88.96
- cg.DO;
2500' A
10' CONC. TRAIL
1162+85.00
52.00' LT
R/W LINE
1165+71.93
50.37 LT
Za . ps ... .. _ SOO./ /L5T r0' .1 e!!iFIL�. f?1
a,R
1163+ 9
52.03 LT
1161 -_._ _
N53'8' II" E 11162
-- - - - -- - - _..- SR 590 (NE COACHMAN RD.)
SURVEY 6 N
RT
1-9-`01166
LIMITS OF MILLING
.AND RESURFACING-
+70.25
'.,49.60 RT
+1024
48.47' RT
48.86 RT
\ \ R/W LINE
1161 +46.20
5 . ' FT
+42.61
49.48' RT
CONC. SW REPLACEMENT
88.71
51.92' RT
51.74'
RT
CONC. SW REPLACEMENT
T
_ _ 7i RCP
It
1,1
-- - - +76.54`
+05.30 +62.54
48.58' RT 49.14' RT
COACHMAN CROSSING APARTMENTS
48.50 RT
.'R /W LINE
CURVE DATA CL -I AND 81
PI STA. 1163 +85.69
O 8' 08' 54" (LT)
O 3' 26' 41'
T 118.48
L 236.55
R 1,663.33
PC STA. 1162+67.21
PT STA. 1165 +03.77
e 0.041 AVG. (LT.)
e 0.017 AVG. (RT.)
49.18' RT
1165+72.05
49.90' RT
CONC. SW REPLACEMENT,,;
LEGEND
LIMITS OF MILLING AND
"— RESURFACING
WIDENING
® CONCRETE REMOVAL
ASPHALT REMOVAL
DETECTABLE WARNING
SURFACE
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
Valkert, Inc.
Certificate of Authorization NO. 4641
Sarah Hill, PE 64647
1408 N. Westshare Blvd., Suite 600
Tampa, FL 33607
Phone: 813.875.1365
www.volkert.com
STATE OF' FLORIDA
DISP.4RTTTZNT OF TRAA3'PORTA T70N
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
590
PINELLAS
431491 -1 -52.01
ROADWAY PLAN (12)
SHEET
NO.
29
&goer.
5/12/)914 3:32:47 PR e. APROIEC YSSR59JCoxMa n4131a9115201Voa4wafVlan413.4pn
+27.34
46.21' LT
10' CONC. TRAIL
7166 +44.82
51.13 LT
3275' R
RJW LINE
- - .--x1..
i
nro_. ..
vs -Ar #riirrrrrr.rr•To /sE ,. , iiii 3r .�r /• �
-
.cT1 .. _. CW ��}
Hl
.. — ... -¢- a ._ -c LJI
COACHMAN RD) T / e
END SIDEWALK REMOVAL AT CONC.
JOINTS, PROPOSED TRAIL SIYK
PROPOSED LICENSE
AGREEMENT 902
34.00' Li"
151V91.1,4
41 003 LT
+96.30
a:
16 Y M
n
M
of /�i�' --"AE' .�Jiross . .
0 10 40
Feet
1170+88.23
54.00 LT
1170 +88.01
50.44' LT
83 '
!H '5
iI
s. _.
- -- ° - � SURVEY 6 -¢ EONST a
AND -RESURFACING •
b 40.29
1166 +45.84
49.81' RT
REPAIR 14E5 GRATE
'N•
BM NO. A02
BRASS DISK STAMPED
54.85 RT. STA. 1167+30.55
ELEV. 43.23
COACHMAN CROSSING APARTMENTS
CONST. GRAVITY WALL AND
PIPE GUIDERAIL
INDEX 880
87 R --�
1171+66.95
49.50' LT
10' CONC. TRAIL
+41.10 '.J..
4959' LT
16" Pi.P
me : Lrcr.
41.01 LT +46.55 _
is
f8
Ii
-
CURVE CL -2 6 ° - - - -- - BEGIN GRAVITY WALL
"CURVE B2 0 .:E IN PIP '1D RAI _ _ +74.29 `r
_ _- -_ _ t :-3.. __ :_ _ a 1.63.23. 36:04'- L7... • a - 47.37-1.7 = __ J=.B
•
-_3 RPSE 2 .. Sl .iM1 CP . _too T.E!0.99 rNsk- .I 36"
Td"
�.. SPAN rq
+96.66
'.•` 48.45 RT
+8354
48.43' RT
R/W LINE
CURVE DATA CL -2 6 82
P( STA. - 1169 +82.04
A - 12. 47' 21" (RT)
D 1' 46' 22"
T 362,20
L = 721.39
R - 3,231.82
PC STA. - 1166 +19.84
PT STA. = 1173 +41.23
e . 0.019 AVG. (LT./
e = 0.055 AVG. (RT.)
COACHMAN CROSSING APARTMENTS
f I
i
+49.30
RT
k ;k
CONC. SW REPLACEMENT
LEGEND
.r_ LIMITS OF MILLING AND
RESURFACING
WIDENING
• CONCRETE REMOVAL
ASPHALT REMOVAL
▪ DETECTABLE WARNING
SURFACE
a
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
Volkert, Inc.
Certificate of Authorization No. 4641
Sarah 11111, PE 64647 -
1408 N. Westshore Blvd., Suite 600
Tampa, FL 33607
Phone: 813.878,1365
www.volkert.com
STATE OP FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY
FINANCIAL PROJECT ID
590
PINELLAS
431491-1-52-01
ROADWAY PLAN (13P
SHEET
NO.
30
h,lgngse 5,,z,jo11 .1:32:11 PM M.APROJEC1 ' SR5I0Caa[nWn\4314PII$J01VPS5va, 1.,.'dIP.lgs
TH8.6
/
TH8.5
TH8 -'
.THB
rT. r/3 -26 . . •
SUMMARY OF DITCH ELEVATIONS
STA.
SIDE
EL
REMARK
1171+80.00
LT.
45.40
BEGIN
1175 +70.00
LT.
47.00
END
+56.17
46.13' L
a
ti
9
N
TH3'.i
1172 +79.99
47.72' LT
R/W LINE
10' CONC. TRAIL
BEGIN REMOVAL OF
CURB AND GUTTER
+02.18, 7753 LT
END 3" MILLING AND RESURFACING
BEGIN 1" MILLING AND RESURFACING
1175+02.17
CONST. GRAVITY WALL
AND PIPE GUIDERAIL
INDEX 880
BEGIN WIDENING
+68.19, 13.37 LT
0 10 40
Feet
END GRAVITY WALL
END PIPE GUIDERAIL
+27.54, 35.13 LT
- CONST. 20' OF 24"538"
PIPE & NES
END CONC. TRAIL
CONST. 4' SHOULDER
1174 +24
28 +24.29
45.57 LT
+37.46. 45.87 RT
1175+45.45
47.84 LT
+51.11
30.00' LT
1175+85.40
47;•5' LT
7 75 +7463 .'
30.97.17 • K_
BM NO. D06
ALUMINUM DISK .STAMPED
51.71' LT. STA. .1177+08.92
ELEV. 49.31
B0
FlY OURh-THE ERS TRAIL EXTENSION
✓
Vi
ee
TIE CURB AND GUTTER
INTO EA(IST. FLUME
TYPE F CURB
-
+ AND GUTTER
.R /W LINE
-. -.:. .. ' . - ..: a: ,
TH3- 78'.'": - - -. _ _ ._ _ _ _. _ _. _. _ - _
I172 TH3 '
1'' _ -- 1173 SR 590 (NE COACTH1
LIMITS OF MILLING
AND RES.URfACJNG_
CURVE CL -2 &
_
37.50
30.00' LT p 1.33
,176 •
•11 '.
SURVEY- & E,CONST.'. sg 'NC..3
-30..
-raiSn ®g1.� ..e..er
627, CURB AND GUTTER
TYPE E
71
REMOVE FLUME
+65.7)
51.57 RT
1172 +78.40,
52.88' RT
CONC. SW REPLACEMENT
+07.40
52.17 RT
CONST. 4' SHOULDER
+27.54
57.97' RT
+14.53
51.55 R7
R/W LINE
CONC. SW REPLACEMENT
BEGIN WIDENING
+04.47, 22.59' RT
CURVE DATA CL -2 & 82
P1 STA.
A
D
R
PC STA.
PT STA.
1169 +82.04
12. 47' 21" (RT)
I. 46' 22'
362.20
721.39
3,237.82
1166 +19.84
1173 +41.23
0.019 AVG. (LT.)
0.055 AVG. (RT.)
0.7E
REVISIONS
BEGIN REMOVAL OF
CURB AND GUTTER
+02.70. .68 RT
1175 +33.42
35.18. AT
END REMOVAL OF'
CURB AND GUTTER
END WIDENING
+10.94, 21.73 RT
1175 +22.08
53.05' RT
CONST. MEDIAN OPENING FLUME
INDEX.283
•
•
LEGEND
LIMITS OF MILLING AND
RESURFACING
J1 WIDENING
® CONCRETE REMOVAL
ASPHALT REMOVAL
SU
DETECTABLE RFACE WARNING
M
DESCRIPTION
DATE
DESCRIPTION
Volkert, Inc.
Certificate of Authorization No. 4641
Sarah HIII, PE 64647
1408 N. Westshore Blvd., Suite 600
Tampa, FL 33607
Phone: 813.875.1365
Www,volkert.com
STATE' OF FLORIDA
D13PIRTNENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
590
PINELLAS
4314914-52-01
ROADWAY PLAN (19)
SHEET
NO.
31
ksiport
12/7014 3:32:49 Pa XA PA01FCTSsSn590CazMr .4JI4D115701s,oa.wayWan
d11d
INDEX OF SIGNING AND PAVEMENT MARKING PLANS
SHEET NO.
5 -1
5 -2 TO 5 -3
5 -4
5 -5 TO 5 -23
5 -24 70 5 -25
5 -26
SHEET DESCRIPTION
KEY 5HEET
TABULATION OF QUANTITIES
GENERAL NOTES
SIGNING AND PAVEMENT MARKING PLAN
GUIDE SIGN WORKSHEET
SINGLE COLUMN CANTILEVER
GROUND MOUNTED SIGN
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
FINANCIAL PROJECT ID 431491- 1 -52 -01
PINELLAS COUNTY (15050)
STATE ROAD NO. 590 (NE COACHMAN RD.)
FROM WEST OF MARILYN STREET
TO EAST OF AUDREY DRIVE
~x �
,Atimilpirs_rwma4 ,►
LOCATION OF PROJECT
SIIGNIING AND PAVEMENT MARKING PLANS
FOOT PROJECT MANAGER: ROBERT CHANDLER, E.I.
KEY SHEET REVISIONS
DATE
DESCRIPTION
SIGNING AND PAVEMENT MARKING
TO BE SUBMITTED TO:
Sarah Hill, P.E. No. 64647
Volkert, Inc.
1408 N. Westshore Blvd.,
Suite 600
Tampa, Florida 33607
Telephone No. (813) 875 -1365
Fax No. (813) 874 -7656
PLANS PREPARED BY:
Volkert, Inc.
1408 N. Westshore Blvd.,
Suite 600
Tampa, Florida 33607
Vendor No. 63- 0247014
Contract No. C9881
Certificate of Authorization No. 00004641
NOTE: THE SCALE OF THESE PLANS MAY
' HAVE CHANGED DUE TO REPRODUCTION.
PHASE 111 PLANS
MAY 2014
SIGNING AND PAVEMENT MARKING PLANS
ENGINEER Of RECORD: Sarah Hill, P.E.
P.E. NO.: 64647
FISCAL SHEET
YEAR NO.
15 5 -1
1-signore 5133/2014 3..44:47 a0 N: VROJEC7S\ SRSPoC oX MS .V314El /52J1,s.EMng•0USSPoI.DGN
23.003. f.A.0
NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGHED
SIGN/fIG AN!) PAVFMFNT MARKING (FNFRAI NOTF4
1. ALL FLORIDA ROUTE MARKERS MUST CONFORM TO F.D.O.T. DESIGN STANDARDS INDEX No. 17355.
2. PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN IN THE PLANS AND THE APPROPRIATE F.D.O.T. DESIGN STANDARDS INDEX.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LENGTH OF COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION.
4. REFER TO F.D.O.T. DESIGN STANDARDS INDEX. No. 17352 FOR RETRO - REFLECTIVE PAVEMENT MARKER PLACEMENT DETAILS.
5. PAINT MEDIAN NOSES AND RAISED ISLAND NOSES REFLECTIVE WHITE OR REFLECTIVE YELLOW AS INDICATED IN THE PLANS.
6. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS SO AS TO PREVENT DAMAGE TO THE SIGNS. IF THE SIGNS ARE DAMAGED
BEYOND USE, AS DETERMINED BY THE ENGINEER, THEY SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.
7. THE SIGN LOCAT IONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE ENGINEER.
8. ALL ROUTE MARKER AUXILIARIES SHALL MATCH THE COLOR COMBINATION OF THE RESPECTIVE MARKER WHICH THEY SUPPLEMENT.
9. ANY EXISTING SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION OR EXISTING SIGN THAT IS RELOCATED SHALL BE RESET
TO CURRENT STANDARDS FOR HEIGHT OFFSET. AND METHOD OF INSTALLATION. COST OF THIS WORK SHALL BE REFLECTED IN THE PAY ITEM
102 -1 IN THE SUMMARY OF ROADWAY PAY ITEMS.
10. ALUMINUMOROUND TUBE, EXCEPT FOR SINGLE COLUMN CANTILEVER GROUND MOUNTED SIGNS (SEE SHEET 5- 26jOLUMN SIGNS SHALL BE
11. ANY EXISTING MULTI -POST SIGNS WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.
IS. ALL SINGLE COLUMN SIGNS WITHIN THE LIMITS OF CLEARING AND GRUBBING FOR THIS PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED
IN THE PLANS. PAYMENT SHALL BE REFLECTED IN THE PAY ITEM No. 110 -1 -1 IN THE SUMMARY OF ROADWAY PAY ITEMS.
13. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY TO SIGN FOUNDATIONS AS DETERMINED BY THE CONTRACTOR, THE
CONTRACTOR SHALL HAND DIG THE FIRST FOUR FEET OF THE HOLE FOR THE SIGN POST FOUNDATION.
14. 705 -11 -1 AND 705 -11 -3: SHALL INCLUDE THE REMOVAL OF EXISTING DELINEATORS AT AREAS WHERE NEW DELINEATORS ARE BEING PROPOSED
IN THE PLANS.
1S. EXISTING OBJECT MARKERS AT EXISTING DRAINAGE STRUCTURE LOCATIONS SHALL REMAIN, UNLESS OTHERWISE NOTED ON THE PLANS.
24' WHITE
CROSSWALK
STRIPING
IS' WHITE
CROSSWALK
STRIPING
PAY ITFM NOTFS
700 -1 -50: SHALL INCLUDE AS NEEDED THE COST OF NEW POST AND ANY MISCELLANEOUS MATERIAL TO MEET VERTICAL CLEARANCE CRITERIA.
VARIES
Ia
(MIN)
CROSSWALK AND STOP BAR STRIPING DETAIL
NTS
24" WHITE
STOP BAR
STRIPING
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
Volkert, Inc.
Certificate of Authorization No. 4641
Sarah HID, PE 64647
1408 N. Westshore Blvd., Suite 600
Tampa, FL 33607
Phone: 813.875.1365
www.volkert.com
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
590
PINELLAS
4314914-52.01
GENERAL NOTES
SHEET
NO.
5 -4
0519,0re 5/13/2014 8:14:49 AN M.MAOJECTS\SRSNOCeuWM0WI /911SM1s : g.th. 000TSPOI.OG9
700.2.60
�o J
1 AS
R/W LINE
( ti
Id01S
700.1.50
I AS
RELOCATE EXIST. POST
� — WITH PANELS TO
"u5uV5eo0 3N I STa. 1170+92
I
I` I
It
lwl
PROPOSED LICENSE —\
AGREEMENT 902
6. DOUBLE YELLOW- • " • •
WITH Y/Y RPMS @ 30
IB' YELLOW 30 4TYP)
0 10 40
Feet
PAVfMENTMESSAGE::
6 WHITE .1.._
6" DOUBL
YELLOW
SR 590
DIRECTIONAL ARROW ITYP)
7
• SURVEY & (' CONST..
• ' -6" WHITE WITH
W/R RPMS X20.
- 40.9!2' OWP) 6" DOUBLE YELLOW "
• _. _ WITH Y/Y RPMS ®40
J �0 40.29 ..... .
0.
6" WHITE . .
6" WHITE
(E -10 SKIP} •
6" DOUBLE Y&LOW
WITH Y/Y RPMS 10 40'
6' WHITE WITH —
W/R RPM$ X20" - '
COACHMAN CROSSING APARTMENTS
R/W LINE
COACHMAN CROSSING APARTMENTS
+J :f
/ n
STOP,
EXISTING SIGN
TO REMAIN
REVIS IONS
DATE
DESCRIPTION
DATE
DESCRIPTION
Volkert, Inc.
Certificate of Authorization No. 4641
Sarah HIO, PE 64647
1408 N. Westshore Blvd., Suite 600
Tampa, FL 33607
Phone; 813.875.1365
www.volkert.com
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
390
PINELLAS
431491-1-52-01
SIGNING & PAVEMENT
MARKING PLAN (13)
SHEET
NO.
S-17
5/13/1019
4.+/sa
AV 9:VIMJECTS,SRSS000 S4JIe911 10(V.gMn9U(MSPIO4gs
EXHIBIT "B" - MAINTENANCE PLAN
NON - STANDARD 10' CONCRETE SIDEWALK, SR 590 (N.E. COACHMAN
RD.), 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) Maintain all Non - Standard 10' Concrete Sidewalk pavement;
(b) Remove from, or paint over, graffiti on pavement surfaces and structures
on the Non - Standard 10' Concrete Sidewalk;
(c) Weekly remove residue accumulation, algae, sand, and any irregularities
that could create slip or trip hazards. Uneven pavement or trip hazards
greater than one -half inch (1/2 ") will be identified by fluorescent paint and
repaired by the City;
(d) Mow, edge, and provide weed control to turfgrass areas between the Non -
Standard 10' Concrete Sidewalk and the edge of pavement of westbound
SR 590 to the south, and to the Right -of -Way line or to the gravity wall,
whichever is nearest, to the north; 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 Non - Standard 10'
Concrete Sidewalk limits twice a month and prior to each mowing cycle.
(f) Maintain all relevant crosswalk pavement markings pertinent to the Non -
Standard 10' Concrete Sidewalk;
(g) Maintain all detectable warning devices along the Non - Standard 10'
Concrete Sidewalk corridor in a good and safe condition.
[A04 -01801 /154646/1] 1 of 1