MAINTENANCE MEMORANDUM OF AGREEMENT - PEDESTRIAN BRIDGE OVERPASS (UNOFFICIAL COPY FOR CLARITY OF DRAWINGS)STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
NO.
SHEET
YEAR
FISCAL
FINANCIAL PROJECT ID 256881-5-52-01
EXPRESSWAY
T
UR
NPI
KE
10
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND 4
NEW PORT RICHEY
TAMPA
75 4
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
FLORIDA'S
BEACH LINE
CONTRACT NO.
CONSTRUCTION
SHEET DESCRIPTIONSHEET NO.
FDOT PROJECT MANAGER:
INDEX OF ROADWAY PLANS
CONTRACT PLANS COMPONENTS
ENGINEER OF RECORD:
ROADWAY PLANS
PINELLAS COUNTY (15150)
T 29 S
T 30 S
T 29 S
T 30 SR 16 ER 15 ER 16 ER 15 EN
GOVERNING STANDARD SPECIFICATIONS:
(FEDERAL FUNDS)
TAMPA
TO
CLEARWATER
TO
RICHEY
NEW PORT
TO
ST. PETERSBURG
TO
ST. PETERSBURG
TO
FROM S. OF HARN BLVD. TO N. OF HARN BLVD.
US 19 / STATE ROAD NO. 55
ELIZABETH WINTERS, EI
STRUCTURE PLANS
INTELLIGENT TRANSPORTATION SYSTEMS PLANS
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
21
Bridge Construction and applicable Iterim Revisions (IRs).
Florida Department of Transportation, FY 2020-21 Standard Plans for Road and
signed and sealed document.
These sheets are contained in a separate digitally
only to indicate that it is a part of the Roadway Plans.
* These sheets are included in the Index of Roadway Plans
MP 17.382
STA. 928+64.60
END PROJECT
MP 17.283
STA. 923+37.58
BEGIN PROJECT
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
\\pgafs02\Projects (Tampa)\FDOT7\Projects\25688155201\roadway\KEYSRD01.dgnUSER: charles.carroccetto 10/16/2020 10:06:49 AM Default
GOVERNING STANDARD PLANS:
Component.
Standard Plans for Bridge Construction are included in the Structures Plan
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.T7458
VENDOR NO.: F452209743-001
CONTRACT NO.: C9S34
PHONE NUMBER: (813) 978-3100
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
PATEL, GREENE AND ASSOCIATES, LLC (PGA)
MARK RONALD DUNN, JR., P.E. NO.: 73968
UTV-1 - UTV-2 *VERIFIED UTILITY LOCATE SHEET
MP 17.338
STA. 926+29.03
PEDESTRIAN BRIDGE NO. TBD
256881-5-56-01
WITH FINANCIAL PROJECT ID(S):
THIS PROJECT IS TO BE LET TO CONTRACT
https://goo.gl/maps/zjZFcjJufivskdfQ9
LOCATION OF PROJECT
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
for Road and Bridge Construction at the following website:
Florida Department of Transportation, January 2021 Standard Specifications
1 KEY SHEET
2 SIGNATURE SHEET
3-5 SUMMARY OF PAY ITEMS
6 DRAINAGE MAP
7-13 TYPICAL SECTIONS
14 TYPICAL SECTION DETAILS
15 SUMMARY OF DRAINAGE STRUCTURES
16 OPTIONAL MATERIALS TABULATION
17 PROJECT LAYOUT
18-21 PROJECT CONTROL
22 GENERAL NOTES
23-27 ROADWAY PLAN
28-29 PLAN DETAILS
30 BENCH PAD DETAILS
31 SIDESTREET PROFILES
32 CURB RETURN PROFILES
33-34 DRAINAGE DETAILS
35-40 DRAINAGE STRUCTURES
41-51 CROSS SECTIONS
52 DRIVEWAY HALF SECTIONS
53-54 STORMWATER POLLUTION PREVENTION PLAN
55-111 TEMPORARY TRAFFIC CONTROL PLANS
112-117 UTILITY ADJUSTMENTS
SQ-1 - SQ-14 SUMMARY OF QUANTITIES
SQ-15 TABULATIONS OF QUANTITIES
1
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SIGNRD01.dgnUSER: madeline.glassman 10/8/2020 4:33:38 PM Default
STATE OF
���
No 73968
REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF .RJ NNUD DLANOR KR
AMTHE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
2
SIGNATURE SHEET
PATEL, GREENE AND ASSOCIATES, LLC
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E. NO. 75595
SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION
PATEL, GREENE AND ASSOCIATES, LLC
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E. NO. 73968
STATE OF
���
No 75595
REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF R
EGNIY .D HTENNE
KTHE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
PATEL, GREENE AND ASSOCIATES, LLC
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
SHEET NO. SHEET DESCRIPTION
JOHNNY FUNG, P.E. NO. 64669
STATE OF
���
No 64669
REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLFGNU
F YNNHOJ
30 BENCH PAD DETAILS
2 SIGNATURE SHEET
6 DRAINAGE MAP
15 SUMMARY OF DRAINAGE STRUCTURES
16 OPTIONAL MATERIALS TABULATION
33-34 DRAINAGE DETAILS
35-40 DRAINAGE STRUCTURES
53-54 STORMWATER POLLUTION PREVENTION PLAN
SQ-5, SQ-13 SUMMARY OF QUANTITIES
1 KEY SHEET
2 SIGNATURE SHEET
3-5 SUMMARY OF PAY ITEMS
7-13 TYPICAL SECTIONS
14 TYPICAL SECTION DETAILS
17 PROJECT LAYOUT
18-21 PROJECT CONTROL
22 GENERAL NOTES
23-27 ROADWAY PLAN
28-29 PLAN DETAILS
31 SIDESTREET PROFILES
32 CURB RETURN PROFILES
41-51 CROSS SECTIONS
52 DRIVEWAY HALF SECTIONS
55-111 TEMPORARY TRAFFIC CONTROL PLANS
112-117 UTILITY ADJUSTMENTS
SQ-1 - SQ-4, SQ-6 - SQ-12, SQ-14 SUMMARY OF QUANTITIES
SQ-15 TABULATIONS OF QUANTITIES
2
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\cessrd01.dgnUSER: madeline.glassman 10/12/2020 12:03:47 PM Default
3
SUMMARY OF PAY ITEMS (1)
10/12/2020 11:53:38 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0001 SUMMARY OF STRUCTURES
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 25688155201 BR# 159023 QUANTITY TOTAL
0400- 4- 4 CONCRETE CLASS IV, SUPERSTRUCTURE CY 310.100 310.100
0400- 4- 5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE CY 338.400 338.400
0400- 4- 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE CY 349.900 349.900
0400-148-PLAIN NEOPRENE BEARING PADS CF 33.800 33.800
0415- 1- 4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE LB 71925.000 71925.000
0415- 1- 5 REINFORCING STEEL- BRIDGE SUBSTRUCTURE LB 147415.000 147415.000
0455- 34-328
PROJECT 256881-5-52-01, SIZE 18"
PRESTRESSED CONCRETE PILING, INCLUDES 100% DYNAMIC TESTING,
LF 3433.000 3433.000
0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 18357.000 18357.000
0455-143- 3 TEST PILES-PRESTRESSED CONCRETE,18" SQ LF 539.000 539.000
0460- 7-PREFABRICATED STEEL PEDESTRIAN BRIDGE SF 2350.000 2350.000
0515- 2-211 PEDESTRIAN / BICYCLE RAILING, STEEL, 42" TYPE 1 LF 1870.000 1870.000
10/12/2020 11:53:38 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0002 SUMMARY OF ROADWAY
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL
0101- 1-MOBILIZATION 25688155201 LS 1.000 1.000
0102- 1-MAINTENANCE OF TRAFFIC 25688155201 (LS)1.000 1.000
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT 25688155201 (LS)1.000 1.000
0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE 25688155201 (LS)1.000 1.000
0102- 4-PEDESTRIAN SPECIAL DETOUR 25688155201 (LS)1.000 1.000
0102- 60-WORK ZONE SIGN ED 21970.000 21970.000
0102- 71- 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 254.000 254.000
0102- 71- 15 TEMPORARY BARRIER, F&I, ANCHORED LF 440.000 440.000
0102- 71- 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE CONCRETE LF 320.000 320.000
0102- 74- 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 23926.000 23926.000
0102- 74- 8
CHANNELIZING DEVICE)
CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL
FD 189843.000 189843.000
0102- 78-TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER EA 132.000 132.000
0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 1.000 1.000
0102- 99-PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 571.000 571.000
0102-115-TYPE III BARRICADE ED 1598.000 1598.000
0104- 10- 3 SEDIMENT BARRIER LF 1198.000 1198.000
P 0104- 15-SOIL TRACKING PREVENTION DEVICE EA 4.000 4.000
0104- 18-INLET PROTECTION SYSTEM EA 20.000 20.000
0107- 1-LITTER REMOVAL AC 18.960 N 18.960
0107- 2-MOWING AC 8.810 N 8.810
P 0108- 1-
MONITORING 25688155201
MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT
LS 1.000 1.000
P 0108- 2-
25688155201
MONITOR EXISTING STRUCTURES- VIBRATION MONITORING
LS 1.000 1.000
0110- 1- 1 CLEARING & GRUBBING 25688155201 (LS)1.000 1.000
0110- 4- 10 REMOVAL OF EXISTING CONCRETE SY 1165.000 1165.000
0120- 1-REGULAR EXCAVATION CY 529.000 529.000
0120- 6-EMBANKMENT CY 126.000 126.000
0160- 4-TYPE B STABILIZATION SY 1570.000 1570.000
0285-702-OPTIONAL BASE, BASE GROUP 02 SY 485.000 485.000
0285-706-OPTIONAL BASE, BASE GROUP 06 SY 50.000 50.000
0285-710-OPTIONAL BASE, BASE GROUP 10 SY 783.000 783.000
0285-715-OPTIONAL BASE, BASE GROUP 15 SY 270.000 270.000
0286- 1-TURNOUT CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 122.000 122.000
0327- 70- 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH SY 5956.000 5956.000
0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 6.800 6.800
0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 221.300 221.300
0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, FC-5, PG 76-22 TN 2.000 2.000
0337- 7- 82
76-22
ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG
TN 412.100 412.100
0425- 1-351 INLETS, CURB, TYPE P-5, <10' EA 1.000 1.000
3
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\cessrd01.dgnUSER: madeline.glassman 10/12/2020 12:03:48 PM Default
4
SUMMARY OF PAY ITEMS (2)
10/12/2020 11:53:38 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0002 SUMMARY OF ROADWAY
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL
0425- 1-361 INLETS, CURB, TYPE P-6, <10' EA 2.000 2.000
0425- 1-541 INLETS, DT BOT, TYPE D, <10' EA 2.000 2.000
0425- 1-549 INLETS, DT BOT, TYPE D, MODIFY EA 2.000 2.000
0425- 1-711 INLETS, GUTTER, TYPE V, <10' EA 1.000 1.000
0425- 1-910 INLETS, CLOSED FLUME EA 4.000 4.000
0430-175-118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 363.000 363.000
0430-175-124 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF 75.000 75.000
0430-830-PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE CY 19.000 19.000
0515- 1- 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 32.000 32.000
0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 1095.000 1095.000
0520- 2- 4 CONCRETE CURB, TYPE D LF 164.000 164.000
0520- 6-SHOULDER GUTTER- CONCRETE LF 31.000 31.000
0521- 1- 11 MEDIAN CONCRETE BARRIER, 38" HEIGHT LF 50.000 50.000
0521- 1- 14
PIER SHIELDING
MEDIAN CONCRETE BARRIER, VARIABLE SECTION WIDTH FOR SIGN OR
LF 260.000 260.000
0521- 72- 40 SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT LF 40.000 40.000
0521- 72- 43 SHOULDER CONCRETE BARRIER, CURB AND GUTTER BARRIER LF 37.000 37.000
0522- 1-CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 867.000 867.000
0522- 2-CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 222.000 222.000
0522- 4-BUS SHELTER PAD- CONCRETE SY 7.000 7.000
0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 103.000 103.000
0527- 2-DETECTABLE WARNINGS SF 72.000 72.000
0530- 74-BEDDING STONE TN 602.000 602.000
0570- 1- 2 PERFORMANCE TURF, SOD SY 3078.000 3078.000
0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.065 1.065
0710- 11-123
CROSSWALK AND ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR
LF 788.000 788.000
0710- 11-125
STOP LINE OR CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR
LF 78.000 78.000
0710- 11-141
GUIDELINE/ 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED
GM 0.369 0.369
0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.889 0.889
0999- 25-INITIAL CONTINGENCY AMOUNT, DO NOT BID 25688155201 LS 1.000 N 1.000
10/12/2020 11:53:38 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0003 SUMMARY OF SIGNING
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL
0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 265.000 265.000
0635- 2- 11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 2.000 2.000
0639- 1-122
BY CONTRACTOR
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED
AS 1.000 1.000
0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 105.000 105.000
0639- 3- 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1.000 1.000
0641- 2- 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1.000 1.000
0700- 1- 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 3.000 3.000
0700- 1- 12 SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF AS 2.000 2.000
0700- 1- 50 SINGLE POST SIGN, RELOCATE AS 3.000 3.000
0700- 1- 60 SINGLE POST SIGN, REMOVE AS 1.000 1.000
0700- 3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 1.000 1.000
0700- 3-204 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 31-50 SF EA 1.000 1.000
0700- 3-207 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 201-300 SF EA 1.000 1.000
0700- 3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 1.000 1.000
0700- 3-624 SIGN PANEL, REMOVE, UP TO 50 SF WITH LIGHTING EA 1.000 1.000
0700- 3-626 SIGN PANEL, REMOVE, 101-200 SF WITH LIGHTING EA 1.000 1.000
0700- 3-627 SIGN PANEL, REMOVE PANEL, 201-300 SF WITH LIGHTING EA 1.000 1.000
0700- 4-114
CANTILEVER, 41-50 FT
OVERHEAD STATIC SIGN STRUCTURE, FURNISH & INSTALL,
EA 1.000 1.000
0700- 4-610 OVERHEAD STATIC SIGN STRUCTURE, REMOVE CANTILEVER EA 1.000 1.000
0700- 4-620 OVERHEAD STATIC SIGN STRUCTURE, REMOVE SPAN EA 1.000 1.000
0710- 90-PAINTED PAVEMENT MARKINGS, FINAL SURFACE 25688155201 LS 1.000 1.000
0711- 11-123
AND ROUNDABOUT
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK
LF 225.000 225.000
0711- 11-125
AND CROSSWALK
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE
LF 36.000 36.000
0711- 11-141
GAP EXTENSION, 6"
THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10
GM 0.080 0.080
0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 1.000 1.000
0711- 11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 7.000 7.000
0711- 11-224
CHEVRON
THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR
LF 1023.000 1023.000
0711- 14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 160.000 160.000
0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 2.000 2.000
0711- 14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 2.000 2.000
0711- 16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.541 0.541
0711- 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"GM 0.183 0.183
0711- 16-202 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 8"GM 0.303 0.303
4
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\cessrd01.dgnUSER: madeline.glassman 10/15/2020 11:42:18 AM Default
SUMMARY OF PAY ITEMS (3)
10/12/2020 11:53:38 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0005 SUMMARY OF INTELLIGENT TRANSPORTATION SYSTEM
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL
0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 95.000 95.000
0630- 2- 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 674.000 674.000
0630- 2- 14 CONDUIT, FURNISH & INSTALL, ABOVEGROUND LF 120.000 120.000
0633- 2- 31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 6.000 6.000
0633- 3- 11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 1.000 1.000
0633- 3- 13
CONNECTOR ASSEMBLY
FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED
EA 1.000 1.000
0633- 3- 17 FIBER OPTIC CONNECTION HARDWARE, F&I, CONNECTOR PANEL EA 1.000 1.000
0633- 3- 51
ENCLOSURE
FIBER OPTIC CONNECTION HARDWARE, ADJUST/MODIFY SPLICE
EA 1.000 1.000
0635- 2- 11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 4.000 4.000
0635- 2- 12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 3.000 3.000
0635- 2- 13
COVER SIZE
PULL & SPLICE BOX, F&I, 30" X 60" RECTANGULAR OR 36" ROUND
EA 1.000 1.000
0639- 1-121
BY POWER COMPANY
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED
AS 1.000 1.000
0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 1085.000 1085.000
0639- 3- 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1.000 1.000
T 0639- 6- 1 ELECTRICAL POWER SERVICE- TRANSFORMER FURNISH & INSTALL EA 1.000 1.000
0641- 2- 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2.000 2.000
0676- 2-142
336S, 24" W X 46" H X 22" D
ITS CABINET, FURNISH & INSTALL, BASE MOUNT WITH SUNSHIELD,
EA 1.000 1.000
0676- 2-600 ITS CABINET- REMOVE EA 1.000 1.000
0684- 1- 1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1.000 1.000
0700- 9-137
FULL COLOR, 201-300 SF
WALK-IN DYNAMIC MESSAGE SIGN, FURNISH & INSTALL- WITH UPS
EA 1.000 1.000
0700- 9-600 WALK-IN DYNAMIC MESSAGE SIGN, REMOVE EA 1.000 1.000
0700- 10-124 DMS SUPPORT STRUCTURE, CANTILEVER, 41-50 FT EA 1.000 1.000
10/12/2020 11:53:02 AM
FOR PROJECT: 256881-5-56-01
PROJECT SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-56-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155601 COUNTY : PINELLAS
0700 SUMMARY OF UTILITIES
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155601 QUANTITY TOTAL
0522- 1-CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 24.000 24.000
0999- 25-INITIAL CONTINGENCY AMOUNT, DO NOT BID 25688155601 LS 1.000 N 1.000
T 1050- 16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 55.000 55.000
T 1050- 16-004 UTILITY PIPE,REMOVE & DISPOSE, 8-19.9" LF 35.000 35.000
T 1050- 18-004 UTILITY PIPE,PLUG & PLACE OUT OF SERVICE, 8-19.9" LF 172.000 172.000
T 1050- 51-204
WATER/SEWER, 4"
UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL,
LF 83.000 83.000
T 1050- 51-208
WATER/SEWER, 8"
UTILITY PIPE- DUCTILE IRON/CAST IRON, FURNISH & INSTALL,
LF 328.000 328.000
T 1055- 51-108
ELBOW, 8"
UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL
EA 16.000 16.000
T 1055- 51-508
, CAP/PLUG, 8"
UTILITY FITTINGS, DUCTILE IRON/CAST IRON, FURNISH & INSTALL
EA 2.000 2.000
T 1080- 21-108 UTILITY FIXTURE, VALVE/METER BOX, FURNISH & INSTALL, 8" EA 2.000 2.000
T 1080- 21-600 UTILITY FIXTURE, VALVE/METER BOX, REMOVE EA 2.000 2.000
T 1080- 26-102 UTILITY FIXTURE, VAC/AIR ASSEMBLY, FURNISH & INSTALL 2" EA 2.000 2.000
T 1080- 29-104
INSTALL, 4"
UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH &
EA 10.000 10.000
T 1080- 29-108
INSTALL, 8"
UTILITY FIXTURE, MECHANICAL JOINT RESTRAINT, FURNISH &
EA 40.000 40.000
10/15/2020 10:40:56 AM
FOR PROPOSAL: T7458
PROPOSAL SUMMARY OF PAY ITEMS
FLORIDA DEPARTMENT OF TRANSPORTATION
LEAD PROJECT : 256881-5-52-01 DISTRICT : 07 COUNTY/SECTION : 15150000
PROJECT(S) : 25688155201 COUNTY : PINELLAS
0004 SUMMARY OF UTILITIES
SPC ALT ITEM NUMBER ITEM DESCRIPTION UNIT 25688155201 QUANTITY TOTAL
0630- 2- 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 194.000 194.000
0639- 1-123
REQUIRED
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT
AS 1.000 1.000
0639- 2- 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 194.000 194.000
T 1050- 16-002 UTILITY PIPE,REMOVE & DISPOSE, 2-4.9" LF 220.000 220.000
5
S-3S-3S-2S-2S-4S-4S-1R-2R-4
R
-1S-1R-3S-5S-11S-12SDSDSD
SD SDSD
SD
SDSD
SD
SD POT STA. 27+00.00515 520
PI STA. 523+56.69
525
PI STA. 525+50.40
PI STA. 526+65.00
530 535
POT STA. 535+00.42
915 920 PI STA. 923+56.73 925 930
POT STA. 935+00.0050215220PI STA. 221+20.81PI STA. 222+35.41PI STA. 223+57.12225 230 POT STA. 234+99.96POT STA. 45+60.00
200P
OT ST
A. 201+20.00100POT STA. 101+20.00 30 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\DRMPRD01.DGNUSER: madeline.glassman 10/8/2020 4:34:09 PM Default01BASE ON R/W MAP CALCULATED POSITIONBASE ON R/W MAP CALCULATED POSITIONBASE ON R/W MAP CALCULATED POSITIONALIGNMENT SL055
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
27
25
26
28
29
30
31 NSR 55 (US 19) (NB)
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD HARN BOULEVARD
DRAINAGE MAP
PERSONNEL WITH DRAINAGE CONCERNS.
FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE PLANS
DO NOT USE THE INFORMATION ON THIS SHEET FOR
SEC. 19 T29S R16E
SEC. 20 T29S R16E
BACKGROUND AERIAL IMAGE DATE: 2018
TAMPA BAY
TO OLD
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
IMPERIAL COVEAPARTMENTS
IMPERIAL COVE
APARTMENTS
BAY COVE
ACURA
CROWN
CLEARWATER
AUDI
AUTO SALES
NEW WAVE
SPEEDWAY
APARTMENTS
MORNINGSIDE EAST 1
APARTMENTS
MORNINGSIDE EAST 2
APARTMENTS
WATERFORD
CHIROPRACTIC
FIRST CHOICE
OFFICE PARK
ARBOR
BURMA AVE.BRENTWOOD DR.TEAHOUSE DR.
S. KIMONA DR.TEAKWOOD DR.SUMO DR.PAGODA DR.1ST ST.2ND ST.4TH ST.
£ SURVEY SR 55 (US 19)
£ SURVEY HARN BLVD.
¡ CONST. HARN BLVD.
32
33
34
35
BLOSSOM DR.
S. CHERRY
S-2
18" PIPE
S-1
S-3
S-4
18" PIPE
S-9
S-10
18" PIPE
S-12
S-13
S-14
1"=200'
£ SBFR
£ NBFR
S-11A
S-10A
24" PIPE
S-11
1 PIPE CULVERT 6 MANHOLE 10 CATCH BASIN 15 CURB INLET 19 CATCH BASIN 25 CATCH BASIN 31 CATCH BASIN
24" RCP N INV = 9.01'24" RCP N INV 10.20'N/A 18" RCP E INV 11.75'18" RCP E INV 11.82'N/A N/A
12" PIPE W INV 14.13'18" RCP S INV 11.71'
2 MANHOLE 12" PIPE W INV 14.10'11 CATCH BASIN 20 CURB INLET 26 CURB INLET 32 BACK OF SIDEWALK INLET
36" RCP N INV 9.10'24" RCP S INV 10.16'15" RCP E INV 13.95'16 CURB INLET 18" RCP N INV 11.60'18" RCP S INV 11.84'N/A
15" RCP SE INV 13.83'24" RCP N INV 9.44'18" RCP S INV 12.07'
3 PIPE CULVERT 7 CATCH BASIN 3" PIPE INV 14.13'27 MANHOLE / BOX CULVERT 33 CURB INLET
24" RCP N INV 10.09'12" PIPE E INV 14.64'12 CATCH BASIN 24" RCP INV 9.46'21 BACK OF SIDEWALK INLET N/A 24" RCP N INV 10.80'
12" PIPE E INV 14.65'12" RCP E INV 14.45'N/A 24" RCP S INV 10.78'
4 CATCH BASIN 18" RCP W INV 13.00'15" RCP W INV 14.23'17 CURB INLET 28 MANHOLE
36" RCP N INV 9.89'18" RCP INV 10.00'22 CATCH BASIN / BOX CULVERT N/A 34 MANHOLE
18" RCP W INV 12.85'8 CATCH BASIN 13 CATCH BASIN 24" RCP S INV 9.58'N/A 18" RCP N INV 11.24'
36" RCP S INV 9.37'N/A 12" RCP W INV 14.70'3" PIPE W INV 13.87'29 CATCH BASIN 18" RCP W INV 11.07'
23 CATCH BASIN / BOX CULVERT N/A 24" RCP S INV 10.57'
5 CATCH BASIN 9 MANHOLE 14 CURB INLET 18 CATCH BASIN N/A
18" RCP E INV 13.29'18" RCP E INV 14.22'18" RCP N INV 11.81'30" RCP N INV 10.06'30 CATCH BASIN 35 CURB INLET
18" RCP W INV 11.11'24 CATCH BASIN N/A 18" RCP S INV 10.32'
36" RCP S INV 10.06'30" RCP S INV 10.54'3" PVC W 14.64'
STR. NO.
AREA
DRAINAGE
S-1 0.10
S-2 0.48
S-3 1.10
S-4 0.38
S-9 0.04
S-10 0.21
S-10A 0.15
S-11 0.22
S-11A 0.10
S-12 0.21
S-13 0.16
S-14 0.27
EX-20 0.36
EX-26 0.18
EX-32 0.08
EX-33 0.12
6
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:26 PM Default
6
TYPICAL SECTIONS (1)
MILLING
RESURFACING
11'4'9'6'
SWK.
Exist. Conc. Barrier Wall
£ NBFR
£ SURVEY SR 55 (US 19)
10'
0.02 (MAX.)
PAVT.
SHLDR.
MILLING AND RESURFACING
24'
STANDARD CLEARING AND GRUBBING
2' LEVEL SOD
Match Exist.
Exist. Conc.
Natural Ground
VARIES 88'-90'
3" MIN.
4"
PAD (TYP B-12.5 ONLY)
BASE GROUP 1 LEVELING
FRONTAGE ROAD
TRAFFIC DATA (US 19)
POSTED SPEED = 35 MPH
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 4.0%
K = 9.9% D = 100% T = 8.0% (24 HOUR)
ESTIMATED DESIGN YEAR = 2043 AADT = N/A
ESTIMATED OPENING YEAR = 2023 AADT = N/A
CURRENT YEAR = 2020 AADT = N/A
R/W LINE
(TO BE REMOVED)
EXIST. CONC. SIDEWALK
LANE
TRAVEL
LIMITS OF CONST.
LIMITS OF CONST.
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
SEE STRUCTURES PLANS AND DRAINAGE DETAIL SHEET FOR DETAILS.
** NOTE: AREA OF PEDESTRIAN RAMPS OR DRAINAGE DITCH.
SOD
VARIES 40' - 49'
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1")
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
Exist. Type F C & G
(TO BE REMOVED)
EXIST. C & G
CONST. TYPE F C & G
CITY OF CLEARWATER EASEMENT
STA. 923+37.58 TO STA. 926+39.59 (£ SR 55 (US 19))*
STA. 523+38.17 TO STA. 526+40.00 (£ NBFR)*
US 19 FRONTAGE ROAD (NB)
TYPICAL SECTION NO. 1
BL NBFR / STA. 916+66.19 TO STA. 923+44.48 BL SR 55 (US 19).
* NOTE: MILL & RESURFACE (ONLY) FROM STA. 516+65.70 TO STA. 523+38.17
0.04 (TYP.) **
7
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:27 PM Default
11'5'9'
TURN LANE
88'
7
TYPICAL SECTIONS (2)
Exist. Conc. Barrier Wall
£ SURVEY SR 55 (US 19)
£ NBFR
PAVT.
SHLDR.
MILLING
RESURFACING
0.02 (MAX.)
MILLING AND RESURFACING
23'
STANDARD CLEARING AND GRUBBING
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
6'
Match Exist.
0.03
Exist. Conc.
FRONTAGE ROAD
TRAFFIC DATA (US 19)
POSTED SPEED = 35 MPH
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 4.0%
K = 9.9% D = 100% T = 8.0% (24 HOUR)
ESTIMATED DESIGN YEAR = 2043 AADT = N/A
ESTIMATED OPENING YEAR = 2023 AADT = N/A
CURRENT YEAR = 2020 AADT = N/A
R/W LINE
LANE
TRAVEL
LIMITS OF CONST.
LIMITS OF CONST.
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
2' LEVEL SOD
11'
Natural Ground
STA. 926+39.57 TO STA. 928+64.60 (£ SR 55 (US 19))
STA. 526+40.00 TO STA. 528+65.02 (£ NBFR)
US 19 FRONTAGE ROAD (NB)
TYPICAL SECTION NO. 2
WIDENING
13'
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1")
Exist. Type F C & G
CONST. TYPE F C & G
SOD
VARIES (49' MAX.)
3" MIN.
4"
PAD (TYPE B-12.5 ONLY)
BASE GROUP 1 LEVELING
TURN LANE CONSTRUCTION
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
")2
1TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3
OPTIONAL BASE GROUP 15 WITH (TYPE B-12.5 ONLY)
CITY OF CLEARWATER EASEMENT
0.04 (TYP.)
BL NBFR / STA. 928+64.60 TO STA. 930+79.58 BL SR 55 (US 19).
* NOTE: MILL & RESURFACE (ONLY) FROM STA. 528+65.02 TO STA. 530+80.00
PAVEMENT JOINT DETAIL
WIDENING/RECONSTRUCTION
1' +++
PAVEMENT JOINT DETAIL
AND STRUCTURAL COURSE TO BE PLACED BACK, SEE WIDENING/RECONSTRUCTION
+++ CLEARING AND GRUBBING ONLY FOR THE MILLING DEPTH OF THE FRICTION COURSE
PAVEMENT JOINT DETAIL
SEE WIDENING/RECONSTRUCTION
REMOVED)
(TO BE
EXIST. C & G
PAVEMENT WIDENING/RECONSTRUCTION JOINT
1" FRICTION COURSE
1.5" STRUCTURAL COURSE
2" STRUCTURAL COURSE
STRUCTURAL COURSE.
TO THE BOTTOM OF THE TOP LAYER OF PROPOSED
RECONSTRICTION JOINT. REMOVE EXIST. PAVEMENT
STRUCTURAL COURSE ACROSS PAVEMENT WIDENING/
1' OVERLAP OF 1" OF FRICTION COURSE AND 1.5" OF
8
88'12'
11'
6'
MILLING & RESURFACING
VARIES (16' - 22')
3'
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:27 PM Default
MILLING
RESURFACING
R/W LINE
Natural Ground
£ SBFR £ SURVEY SR 55 (US 19)
Match Exist.
Exist. Conc. Barrier Wall
Exist. Conc. Barrier Wall
TRAVEL LANE
Exist. Conc. Sidewalk
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
TYPICAL SECTIONS (3)
FRONTAGE ROAD
TRAFFIC DATA (US 19)
POSTED SPEED = 35 MPH
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 4.0%
K = 9.9% D = 100% T = 8.0% (24 HOUR)
ESTIMATED DESIGN YEAR = 2043 AADT = N/A
ESTIMATED OPENING YEAR = 2023 AADT = N/A
CURRENT YEAR = 2020 AADT = N/A
STA. 924+89.88 TO STA. 928+33.22 (£ SR 55 (US 19))
STA. 224+89.84 TO STA. 228+33.16 (£ SBFR)
MILLING & RESURFACING
US 19 FRONTAGE ROAD (SB)
TYPICAL SECTION NO. 3
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1")
Exist. Type F C & G
PAVT.
SHLDR.
(2' - 8')
VARIES
9
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:28 PM Default
8
TYPICAL SECTIONS (4)
TRAFFIC DATA
POSTED SPEED = 25 MPH
DESIGN SPEED = 30 MPH
DESIGN HOUR T = 1.5%
K = 9 % D = 54.5% T = 2.9% (24 HOUR)
ESTIMATED DESIGN YEAR = 2043 AADT = 5500
ESTIMATED OPENING YEAR = 2023 AADT = 4700
CURRENT YEAR = 2020 AADT = 4600
(MAX.)
0.02
6'
(MAX.)
0.02
6'
4"4"
0.020.02
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
(TO BE REMOVED)
EXIST. CONC. SIDEWALK
� CONST. HARN BLVD.
R/W LINE
LIMITS OF CONST.
R/W LINE
LIMITS OF CONST.
(8.7' - 11')
VARIES
£ SURVEY HARN BLVD.
11.5'
SOD (6.77' MIN.)
Natural Ground Natural Ground
VARIES (11' - 19.9')
SOD (15.38' MIN.)
LEVEL
2' (MIN.) SOD
2' LEVEL
(0' - 11.3)
VARIES
STANDARD CLEARING AND GRUBBING
12"TYPE B STABILIZATION
(TO BE REMOVED)
EXIST. CONC. SIDEWALK
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
40' R/W 40' R/W
NEW CONSTRUCTION
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3")
OPTIONAL BASE GROUP 10 WITH
POINT
PROFILE GRADE
VARIES
0' - 11.29'
(� CONST. HARN BLVD.)
STA. 47+42.92 TO STA. 48+52.16
HARN BLVD.
TYPICAL SECTION NO. 4
(TO BE REMOVED)
EXIST. C & G
(TO BE REMOVED)
EXIST. C & G
CONST. TYPE F C & G
CONST. TYPE F C & G
0.04 (TYP.)0.03 (TYP.)
10
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:29 PM Default
0.02 0.02
R/W LINE
R/W LINE
11'11'
6'
4"
£ SURVEY HARN BLVD.
(TO BE REMOVED)
EXIST. CONC. SIDEWALK
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
(4" THICK TYP.)
CONST. CONCRETE SIDEWALK
Natural Ground
Natural Ground
� CONST. HARN BLVD.
11.5'
6'
LIMITS OF CONST.
LIMITS OF CONST.
TRAVEL LANES
22'
STANDARD CLEARING AND GRUBBING
(MAX.)
0.02
(MAX.)
0.02
(5' MIN.)
VARIES
SOD
9
TYPICAL SECTIONS (5)
TRAFFIC DATA
POSTED SPEED = 25 MPH
DESIGN SPEED = 30 MPH
DESIGN HOUR T = 1.5%
K = 9 % D = 54.5% T = 2.9% (24 HOUR)
ESTIMATED DESIGN YEAR = 2043 AADT = 5500
ESTIMATED OPENING YEAR = 2023 AADT = 4700
CURRENT YEAR = 2020 AADT = 4600
(0' - 6.77')
SOD VARIES
(TO BE REMOVED)
EXIST. CONC. SIDEWALK
VARIES (2.53' MIN.)
SOD
4"
1' LEVEL
LEVEL
NEW CONSTRUCTION
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3")
OPTIONAL BASE GROUP 10 WITH
12"
(MAX.)1:4
TYPE B STABILIZATION
POINT
PROFILE GRADE
40' R/W 40' R/W
(� CONST. HARN BLVD.)
STA. 48+52.16 TO STA. 50+00.00
HARN BLVD.
TYPICAL SECTION NO. 5
(0.04 MAX.)
SLOPE VARIES
(TO BE REMOVED)
EXIST. C & G
(TO BE REMOVED)
EXIST. C & G
CONST. TYPE F C & G
CONST. TYPE F C & G
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
11
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:29 PM Default
TYPICAL SECTIONS (6)
MILLING
RESURFACING
FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
MATCH EXIST.MATCH EXIST.
� CONST. HARN BLVD.
R/W LINE
LIMITS OF CONST.
R/W LINE
LIMITS OF CONST.
Natural Ground Natural Ground
8.8'11.2'
Exist. Conc. Sidewalk
Exist. Conc. Sidewalk
MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1")
10.0'
51.5' R/W28.5' R/W
MILLING AND RESURFACING
Exist. Drop Curb
Exist. Drop Curb
30'
(� CONST. HARN BLVD.)
STA. 45+65.50 TO STA. 47+42.92
HARN BLVD.
TYPICAL SECTION NO. 6
12
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:30 PM Default
TYPICAL SECTIONS (7)
11.5'11.5'11'
¡ CONST. ENT. B
STA. 200+00.00 TO STA. 200+87.00
¡ CONST. ENT. A ¡ CONST. ENT. B
0.02 0.02
1:6
2' LEVEL
1:6
2' LEVEL
1:6
2' LEVEL2' LEVEL
1:6
4"
11
¡ CONST. ENT. A
STA. 100+09.50 TO STA. 101+06.64
12"12"
Natural Ground
Natural GroundNatural GroundNatural Ground
4"4"4"
TYPE B STABILIZATION
TYPE B STABILIZATION
LIMITS OF CONST.LIMITS OF CONST.LIMITS OF CONST.
LIMITS OF CONST.
STANDARD CLEARING AND GRUBBING STANDARD CLEARING AND GRUBBING
TURNOUT CONSTRUCTION
AND FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)
")2
1TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1
OPTIONAL BASE GROUP 2 WITH
3.2' (MIN.)
SOD
3.3' (MIN.)
SOD
3.4' (MIN.)
SOD
2' (MIN.)
SOD
CONST. TYPE F C & G CONST. TYPE F C & G
CONST. TYPE F C & G
CONST. TYPE F C & G
VARIES
(11' - 16')
Exist. Easement *
18' *
* EASEMENT STA. 100+09.50 TO 100+59.04
TURNOUT CONSTRUCTION
BAY COVE APARTMENTS
TYPICAL SECTION NO. 7
13
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
\\pgafs02\projects (Tampa)\FDOT7\Projects\25688155201\roadway\typsrd01.dgnUSER: madeline.glassman 10/8/2020 4:35:30 PM Default
10
TYPICAL SECTION
DETAILS (1)
PAVT.
SHLDR.
11'4'
LANE
BIKE
£ SURVEY SR 55 (US 19)
£ NBFR
90'
SAWCUT
MILLING AND RESURFACING
Match Exist.
£ NBFR
TO BE REMOVED
EXIST. CONC. BARRIER WALL
STANDARD
GRUBBING
CLEARING &
MILLING & RESURFACING
11'4'
LANE
BIKE
VARIES
6-10'
VARIES
SAWCUT
TRAVEL LANE
TRAVEL LANE
20'
24'
(STANDARD PLANS 521-001)
56" MEDIAN BARRIER
(STANDARD PLANS 521-001)
BARRIER
CURB AND GUTTER
SAWCUT
SAWCUT
(TO BE REMOVED)
EXISTING BARRIERS
Exist. Type F C & G
Exist. Type F C & G
STA. 917+11.30 TO STA. 918+13.98 (£ SURVEY SR 55 (US 19))
STA. 517+10.81 TO STA. 518+13.49 (£ NBFR)
SIGN STRUCTURE
US 19 FRONTAGE ROAD (NB)
TYPICAL SECTION DETAIL NO. 1
STA. 924+13.98 TO STA. 925+30.95 (£ SURVEY SR 55 (US 19))
STA. 524+14.38 TO STA. 525+31.38 (£ NBFR)
SIGN STRUCTURE
US 19 FRONTAGE ROAD (NB)
TYPICAL SECTION DETAIL NO. 2
PROP. 4" CONC. CAP
(TO BE REMOVED)
EXIST. CONC. CAP
6' - 7.4'
VARIES
(STANDARD PLANS 521-001)
56" MEDIAN BARRIER WALL
2'-5.5'
(STANDARD PLANS 521-001)
REINFORCED SHOULDER BARRIER
STANDARD CLEARING & GRUBBING
PAVT.
SHLDR.
4' - 4.7
VARIES
RECONSTRUCTION
SHOULDER
") (PG 76-22)
4
3AND FRICTION COURSE FC-5 (
")
2
1TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2
OPTIONAL BASE GROUP 6 WITH
14
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\SUMDRD01.DGNUSER: madeline.glassman 10/8/2020 4:35:32 PM Default
SUMMARY OF
DRAINAGE STRUCTURES
QUANTITYSTR. NO.STATION CHAIN
SIDEDESCRIPTION
BARRELSTYPE
DRAIN OPTIONAL
STORM AND CROSS
INLETS
DITCH BOTTOM
INLET
GUTTER CURB INLETS
(SOD)
TURF
PERF.
REMARKS
ROUND SHAPE D D MOD.V P-5 P-6
FLUME
CLOSED
18"24"< 10'< 10'< 10'< 10'< 10'SY
P S-1 47+45.92 ¡ CONST. HARN BLVD.RT INLET, PIPE 1 41'1
F
P S-2 47+53.92 ¡ CONST. HARN BLVD.LT INLET, PIPE 1 193'1
F
P S-3 49+50.00 ¡ CONST. HARN BLVD.LT INLET, PIPE 1 38'1
F
P S-4 49+50.00 ¡ CONST. HARN BLVD.RT INLET, PIPE 1 21'1
F
P S-5 TO S-8 NOT USED
F
P S-9 100+45.29 ¡ CONST. ENT. A LT INLET 1 TYPE II, INCLUDES 4" CONC. SLAB
F
P S-10 524+90.00 £ NBFR RT PIPE, INLET, PIPE 16'1 10 2' WIDE SLOT (RT)
F
P S-10A 526+00.00 £ NBFR RT INLET, PIPE 1 8'1 6 2' WIDE SLOT (RT)
F
P S-11 526+20.00 £ NBFR RT INLET 1 TYPE I
F
P S-11A 526+55.00 £ NBFR RT INLET, PIPE 1 51'1 6
F
P S-12 527+24.30 £ NBFR RT INLET 1 1 TYPE I
F
P S-13 527+24.30 £ NBFR RT INLET, PIPE 1 70'1 6
F
P S-14 200+50.00 ¡ CONST. ENT. B RT INLET 1 TYPE II, INCLUDES 4" CONC. SLAB
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
GRAND TOTALS -
PLAN QUANTITY
363'75'2 2 1 1 2 4 28
FINAL QUANTITY
15
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\DROMRD01.DGNUSER: madeline.glassman 10/8/2020 4:35:33 PM Default
OPTIONAL MATERIALS
TABULATION
REMARKS(Inches)
SIZE
MATERIAL PLOTTED BUILT
AS STRUCTURE
X24"RCP, CLASS II
PP
PVC, ASTM F-949
HDPE, CLASS II
SRAP ALUMINUM, 16 GA
SRASP ALUM. STEEL, 14 GA
included in the cost of the pipe.
jacking of the casing. The cost of additional pipe thickness required for jacking shall be
Greater wall thicknesses are required for the structural loadings associated with the
required for corrosion purposes and to meet the required service life of the steel casing.
5. The wall thickness specified for jack and bore casings is the minimum wall thickness
4. Pipe material type installed on the projects shall be indicated on the as-built drawings.
d. Where elliptical pipes are specified on the plans.
crown of pipe chosen, is less than 8 inches.
c. The remaining beam height of the single precast unit, from the top of that segment to the existing
120-001 of FDOT Standard Plans.
b. The structure and connections which fall outside the 1:2 roadway template control line as per Index
specification for maximum deflection angles, in either the horizontal or vertical direction.
a. The interface angle of connection between the structure and pipe is greater than the manufacturer's
The exceptions where resilient connectors may not be required are as follows:
for elimination of the resilient connectors to the Engineer in all instances that a masonry seal is used.
of the conditions listed below. Submit supporting documentation that provides the justification
Masonry sealing of pipe connections may be allowed where the pipe to structure connections meet any
the drainage structure shop drawing submittal.
that the type of resilient connectors and any required pipe adaptors for each structure be included in
to be used, to the precastor, prior to the fabrication of any applicable structures. It is recommended
Standard Specification 942-3. Communicate the type of pipe chosen and the type of resilient connector
3. Precast storm sewer manholes and inlets shall be provided with resilient connectors per FDOT
installations, endwalls, and mitered end sections.
used in areas exposed to direct sunlight for extended periods of time, such as above ground, unshaded
2. A2000 PVC (ASTM F 949) pipe is not allowed for pipe diameters exceeding 36-inch. PVC shall not be
allowed with the hugger band with 5 annular corrugations which provides a water tight joint.
c. When Spiral Ribbed Aluminized Steel Pipe is shown on the optional pipe material table, it shall only be
b. The minimum HDPE pipe class shall be class II (up to and including 60-inch)
a. The minimum RCP class shall be class II.
the optional pipe table:
1. The following conditions shall apply when the following optional pipe materials have been included in
Optional Materials Tabulation General Notes
ALL PIPES
18"X
100-YEAR DSL
100-YEAR DSL
NRCP, CLASS II
ALL PIPES RCP, CLASS II
PP
PVC, ASTM F-949
HDPE, CLASS II
SRAP ALUMINUM, 16 GA
SRASP ALUM. STEEL, 14 GA
NRCP, CLASS II
16
POT STA. 27+00.00510 515 520
PI STA . 523+56.69
525
PI STA. 525+50.40
PI STA. 526+65.00
530 535
POT STA. 535+00.42
910 915 920 PI STA. 923+56.73 925 930
POT STA. 935+00.0050210215220PI STA. 221+20.81PI STA. 222+35.41PI STA. 223+57.12225 230 POT STA. 234+99.96POT STA. 45+60.00
200P
OT STA. 201+20.00100POT STA. 101+20.00 30N 0° 52' 4" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLAYRD01.dgnUSER: madeline.glassman 10/8/2020 4:35:48 PM Default N510
910
1" = 200'
14
PROJECT LAYOUT
£ SURVEY HARN BLVD.
¡ CONST. HARN BLVD.
SR 55 (US 19) (NB)HARN BLVD.£ SURVEY SR 55 (US 19)
SR 55 (US 19) (SB)
£ SBFR
£ NBFR
¡ CONST. ENT. A
¡ CONST. ENT. B
STA.223+38.41
£ SBFR
STA. 523+37.09 =
£ NBFR
STA. 923+37.58 =
£ SURVEY SR 55 (US 19)
BEGIN PROJECT
STA. 226+67.58
£ SBFR
STA. 50+00.00 =
¡ CONST. HARN BLVD.
STA. 926+56.75
£ SURVEY SR 55 (US 19)
STA. 30+00.00 =
£ SURVEY HARN BLVD.
STA. 228+64.56
£ SBFR
STA. 528+65.02 =
£ NBFR
STA. 928+64.60 =
£ SURVEY SR 55 (US 19)
END PROJECT
STA. 523+73.82
£ NBFR
STA. 100+00.00 =
¡ CONST. ENT. A
STA. 930+79.585
£ SURVEY SR 55 (US 19)
END CONSTRUCTION
STA. 528+28.52
£ NBFR
STA. 200+00.00 =
¡ CONST. ENT. B
STA. 926+29.03
BRIDGE NO. TBD 88'88'90'90'STA. 916+66.19
£ SURVEY SR 55 (US 19)
BEGIN CONSTRUCTION
B
A
B
NOTE
A
C
D
90° 00' 00"
90° 00' 00"
C
D
18 19 20
21
22
89° 35' 35"
89° 35' 35"
STA. 909+99.19
£ SURVEY SR 55 (US 19)
STA. 210+00.00, 90.00' RT =
£ SBFR
STA. 910+00.49
£ SURVEY SR 55 (US 19)
STA. 510+00.00, 0.00' RT =
£ NBFR
17
TOLL
TOLL
PENSACOLA
PANAMA CITY
CHIPLEY
TALLAHASSEE
10
JACKSONVILLE
CITY
LAKE
75
10
295
95
DELAND
ORLANDO
4
528
75
4
91
BARTOW
TAMPA
275
75
FT PIERCE
95
75
NAPLES
75
MIAMI
KEY WEST
FT LAUDERDALE
LOCATION OF PROJECT
NORTH
(NOT TO SCALE)
LOCATION MAP
RULE 5J-17.062
RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH
THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE
PROJECT CONTROL
BEGIN PROJECT STA. 896+69.36
END PROJECT STA. 935+00.00
Exit
30
1
Exit
31B
590
590
6060
576
550
576
474
19
686
688
686
688
464
385
346
296
DOT
19
T 29 ST 30 SR 15 E R 16 E
TOWNSHIP 29 SOUTH, RANGE 16 EAST
THIS PROJECT IS LOCATED WITHIN SECTIONS 19 & 20,
PINELLAS COUNTY
US 19/SR 55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD
MARTIN J SHATTO, RLS 5219
ON SEPTEMBER 5, 2018.
OF A FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED
CTL-04 IS A TRUE, ACCURATE, AND COMPLETE DEPICTION OF THE RESULTS
FLORIDA STATUTES. THIS MAP CONSISTING OF SHEETS CTL-01 THROUGH
5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER
CHARGE AND MEETS STANDARDS OF PRACTICE SET FORTH BY THE
HEREON AND THAT SAID SURVEY WAS DONE UNDER MY RESPONSIBLE
THE BASELINE OF SURVEY FOR THE TRANSPORTATION FACILITY DEPICTED
PURPOSE OF ESTABLISHING SECONDARY PROJECT NETWORK CONTROL AND
I HEREBY CERTIFY THIS PROJECT CONTROL SURVEY WAS MADE FOR THE
SURVEYOR'S CERTIFICATION:
MARTIN J SHATTO, RLS NO. 5219
LICENSED BUSINESS NUMBER 7055
TAMPA, FLORIDA 33607
JR BLVD, SUITE 375
3111 W DOCTOR MARTIN LUTHER KING
WANTMAN GROUP, INC.
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
DATE OF SURVEY: JULY 3, 2018. 7.
GEOPAK ELECTRONIC DATABASE: job55.gpk6.
FIELD BOOK REFERENCES: 0037631.5.
PROJECT UNITS: U.S. SURVEY FEET.4.
CITY OF CLEARWATER BENCHMARKS "B-14", "C-14A", "D-14A" AND "E-14".
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988), BASED UPON 3.
MAP FOR STATE ROAD NO. 55, WORK PROGRAM ITEM/SEGMENT: 256881 1
BETWEEN STATION 896+69.36 AND STATION 923+56.73 AS SHOWN ON RIGHT OF WAY
OF 1983, ADJUSTMENT 2011 AND ARE BASED UPON A BEARING OF N 01° 26' 04" E
COORDINATES, FLORIDA WEST ZONE, NORTH AMERICAN DATUM (NAD)
THE BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO STATE PLANE2.
PROJECT LIMITS: STATION 896+69.36 TO STATION 935+00.00 ALONG SR 55.1.
NOTES:
NORTHINGY
EASTINGX
TOWNSHIPT
STATIONSTA.
STATE ROADSR
SET MAG NAIL & DISK "LB7055 REF PT"SMND
SET 5/8" IRON ROD & CAP "LB7055 REF PT"SIRC
RIGHTRT.
RANGER
POINT ON TANGENTP.O.T.
POURED IN PLACE MONUMENTPMON
POINT OF INTERSECTIONPI
PK NAIL AND DISKPKND
OFFSETO/S
NOT TO SCALEN.T.S.
N/A NOT AVAILABLE
NORTH AMERICAN VERTICAL DATUMNAVD
NORTH AMERICAN DATUMNAD
LEFTLT.
IRON ROD AND CAPIRC
FOUND PK NAIL & DISKFPKD
FOUND IRON ROD AND CAPFIRC
BACKBK.
AH. AHEAD
LEGEND:
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
PATEL, GREENE & ASSOCIATES, LLC
P.E. LICENSE NUMBER 73968
MARK RONALD DUNN, JR., P.E.
256881-5-52-01 PINELLASSR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PROJECT CONTROL
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.18
PROJECT CONTROL
NORTH
ST01
ST02
ST03
ST04
ST05
ST06
ST07
ST08 ST09
ST10
ST11
ST13ST14
ST15
ST16
ST17ST18
ST19
ST20
ST21 ST22
ST23
ST24
ST25ST26
SURVEY LINE SR55(US19)
PINELLAS COUNTY
US 19/SR55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD
HARN BLVD.915 920 925 930
900
FOUND OR SET
NO CORNER
Y 1313997.1606
X 419686.7936
P.O.T. STA. 92+53.00
FOUND OR SET
NO CORNER
Y 1313991.1505
X 420433.7694
PI SURVEY LINE HARN STA. 100+00.00
P.O.T. SURVEY LINE SR55 STA. 926+56.75
0 100 200 400 600 800
Scale: 1" = 200'
(AS PER R/W MAP 256881 1)
FAIR LB 2168
PKND CUMBEY &
Y 1311004.6371
X 420361.9546
PI STA. 896+69.36
BEGINNING OF SURVEY
(AS PER R/W MAP 256881 1)
FAIR LB 2168
IRC 1/2" CUMBEY &
Y 1313691.1633
X 420429.2255
PI STA. 923+56.73
(AS PER R/W MAP 256881 1)
FAIR LB 2168
PKND CUMBEY &
Y 1314834.3022
X 420446.5408
STA. 935+00.00
END OF SURVEY
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
PATEL, GREENE & ASSOCIATES, LLC
P.E. LICENSE NUMBER 73968
MARK RONALD DUNN, JR., P.E.
256881-5-52-01 PINELLASSR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PROJECT CONTROL
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.19
FACTOR
SCALE
LONGITUDE
STATION
BASELINE OFFSET ELEVATION
(Z)
DESCRIPTION
NORTHING
(Y)
EASTING
(X)
FACTOR
SCALE
CONVERGENCE LATITUDE LONGITUDE
STATION
BASELINE OFFSET ELEVATION
(Z)
DESCRIPTION
NORTHING
(Y)
EASTING
(X)
NAME
POINT
NAME
POINT
EXISTING VERTICAL CONTROL NAVD 88
CONVERGENCE LATITUDE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
PROJECT CONTROL
E-14
D-14A
C-14A
B-14
1319008.5400
1316433.9110
1314118.5860
1311020.4500
420757.9200
420379.8486
420345.1820
420466.8700
FOUND 6" PMON WITH A CITY OF CLEARWATER DISK STAMPED "E14"
FOUND BRASS CITY OF CLEARWATER DISK STAMPED "D14A"
FOUND BRASS CITY OF CLEARWATER DISK STAMPED "C14A"
FOUND 12" PMON WITH PINELLAS COUNTY ENGINEERING DISK "CAMPUS G"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
HORIZONTAL DATUM: NAD83/2011, VERTICAL DATUM NAVD 1988
PROJECT CONTROL
ST26
ST25
ST24
ST23
ST22
ST21
ST20
ST19
ST18
ST17
ST16
ST15
ST14
ST13
ST11
ST10
ST09
ST08
ST07
ST06
ST05
ST04
ST03
ST02
ST01
1312959.6144
1313150.3190
1312955.0218
1313088.6536
1314105.4891
1313701.3090
1313951.8847
1314019.7489
1313948.1230
1314023.6013
1314034.7667
1313953.3422
1313702.6330
1313899.6493
1314368.3708
1314778.6420
1314767.7385
1314604.2948
1314624.9135
1314427.6450
1314459.1339
1314257.8049
1314299.5402
1314095.6564
1313956.1625
420502.7016
420507.4454
420318.9026
420313.5691
420557.9702
420542.5184
419941.7982
419919.2973
419711.2348
419715.2782
420192.7382
420225.1995
420327.3957
420326.5977
420125.4807
420544.2561
420292.1523
420282.2294
420563.4279
420295.5740
420572.9493
420339.9268
420578.5419
420337.3858
420544.3586
1.00000483
1.00000483
1.00000493
1.00000494
1.00000480
1.00000481
1.00000514
1.00000515
1.00000526
1.00000526
1.00000500
1.00000498
1.00000493
1.00000493
1.00000504
1.00000481
1.00000495
1.00000495
1.00000480
1.00000495
1.00000480
1.00000492
1.00000479
1.00000492
1.00000481
00°20'31.5"
00°20'31.5"
00°20'32.4"
00°20'32.5"
00°20'31.4"
00°20'31.4"
00°20'34.6"
00°20'34.7"
00°20'35.8"
00°20'35.7"
00°20'33.3"
00°20'33.1"
00°20'32.5"
00°20'32.5"
00°20'33.7"
00°20'31.5"
00°20'32.8"
00°20'32.9"
00°20'31.4"
00°20'32.8"
00°20'31.3"
00°20'32.5"
00°20'31.3"
00°20'32.5"
00°20'31.4"
27°56'37.52249"
27°56'39.41101"
27°56'37.46615"
27°56'38.78898"
27°56'48.87151"
27°56'44.86865"
27°56'47.31414"
27°56'47.98476"
27°56'47.26323"
27°56'48.01081"
27°56'48.14965"
27°56'47.34536"
27°56'44.86904"
27°56'46.81973"
27°56'51.44881"
27°56'55.53584"
27°56'55.41297"
27°56'53.79406"
27°56'54.01485"
27°56'52.04578"
27°56'52.37396"
27°56'50.36675"
27°56'50.79410"
27°56'48.76111"
27°56'47.39216"
82°43'47.71603"
82°43'47.67583"
82°43'49.76499"
82°43'49.83336"
82°43'47.17607"
82°43'47.32145"
82°43'54.03604"
82°43'54.29145"
82°43'56.60653"
82°43'56.56649"
82°43'51.24364"
82°43'50.87627"
82°43'49.72010"
82°43'49.74212"
82°43'52.01579"
82°43'47.37379"
82°43'50.18403"
82°43'50.28378"
82°43'47.14979"
82°43'50.12321"
82°43'47.03259"
82°43'49.61737"
82°43'46.95961"
82°43'49.63490"
82°43'47.31790"
47.385'
25.213'
16.592'
6.268'
14.296'
16.365'
14.797'
15.704'
15.030'
16.838'
18.292'
17.606'
17.823'
17.253'
17.319'
18.165'
17.907'
17.609'
19.510'
17.512'
19.877'
18.297'
16.307'
17.945'
16.180'
17.015'
16.436'
17.064'
15.966'
PINELLAS COUNTY
US 19/SR55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARD
916+27.25
918+18.01
916+18.06
917+51.51
927+72.96
923+68.59
926+10.04
926+77.55
926+02.78
926+78.32
926+96.71
926+15.79
923+66.65
925+63.64
930+29.26
934+45.82
934+31.10
932+67.53
932+92.40
930+91.10
931+26.79
929+21.95
929+67.30
927+59.78
926+23.44
91.77 RT.
91.73 RT.
91.86 LT.
100.54 LT.
122.45 RT.
113.13 RT.
491.32 LT.
514.85 LT.
721.80 LT.
718.90 LT.
241.66 LT.
207.97 LT.
101.99 LT.
105.77 LT.
313.97 LT.
98.55 RT.
153.36 LT.
160.81 LT.
120.05 RT.
144.79 LT.
132.08 RT.
97.87 LT.
140.09 RT.
97.96 LT.
111.11 RT.
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7066"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET MAG NAIL AND DISK STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
SET 5/8" IRON ROD AND CAP STAMPED "GPS/TRAV LB7055"
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
PATEL, GREENE & ASSOCIATES, LLC
P.E. LICENSE NUMBER 73968
MARK RONALD DUNN, JR., P.E.
256881-5-52-01 PINELLASSR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PROJECT CONTROL
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.20
PROJECT CONTROL
PINELLAS COUNTY
US 19/SR55 FROM SOUTH OF HARN BOULEVARD TO NORTH OF HARN BOULEVARDFPKD LB6429
FPKD LB6429
BEGINNING OF SURVEY
FPKD LB6429
FPKD LB6429
FPKD LB6429
PI STA. 923+56.73
SIRC
SIRC
SMND
SMND
SIRC
SIRC
NORTH
0 50 100 200 300
Scale: 1" = 100'
89°25'15"90°34'45"139.23'264.17'126.70'141.77'134.20'128.73'136.98'
79°59'29"94°00'01"120.39'100.70'207.02'102.73'129.56'89°59'12"89°57'59"98.68'105.30'152.16'P.O.T. STA. 933+00.00
SR 55 (US HIGHWAY 19)
SURVEY LINE
SR 55 (US HIGHWAY 19)
SURVEY LINE
SR 55 (US HIGHWAY 19)
SURVEY LINE
N 01°26'04" E N 01°26'04" E
N 00°52'04" E
N 00°52'04" E
PI STA. 896+69.36
FIRC LB6429 TP/RP
FPKD LB6429 TP/RP
FPKD LB6429 TP/RP
FPKD LB6429 TP/RP
(AS PER R/W MAP 256881 1)
FAIR LB 2168
PKND CUMBEY &
(AS PER R/W MAP 256881 1)
FAIR LB 2168
IRC 1/2" CUMBEY &
(AS PER R/W MAP 256881 1)
R/W CONTROL
PKND LB 6429
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
PATEL, GREENE & ASSOCIATES, LLC
P.E. LICENSE NUMBER 73968
MARK RONALD DUNN, JR., P.E.
256881-5-52-01 PINELLASSR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
PROJECT CONTROL
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.21
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\GNNTRD01.dgnUSER: madeline.glassman 10/8/2020 4:35:56 PM Default
GENERAL NOTES
15
GENERAL NOTES
OF THREE WEEKS PRIOR TO ANY WORK BEING PERFORMED IN THE ABOVE IDENTIFIED AREAS.
THE CONTRACTOR IS TO ENSURE THE DISTRICT'S CONTAMINATION ASSESSMENT/REMEDIATION CONTRACTOR (CAR) IS NOTIFIED A MINIMUM
THE MONITOR WELLS ARE TO BE PROPERLY ABANDONED BY THE DISTRICT'S CONTAMINATION ASSESSMENT AND REMEDIATION (CAR) CONTRACTOR.
TWO GROUNDWATER MONITORING WELLS WERE IDENTIFIED AT THE FORMER PREFERRED RENT-A-CAR FACILITY LOCATED AT 19206 US 19.
SOIL CONTAMINATION WAS IDENTIFIED IN THE VICINITY OF DRAINAGE STRUCTURE S-3 AT APPROXIMATELY STA. 49+50.0012.
WPI/SEGMENT 256881 1-
SECTION 1515-104-
EXISTING R/W SHOWN IN THE PLANS WAS BASED ON FDOT R/W MAPS:11.
(404)-812-8204OFFICE
TRACY.WILLIAMS@CARROLLMG.COMTRACY WILLIAMS
JASON.CRONK@CARROLLMG.COMJASON CRONK
EASLEY.HOOF@CARROLLORG.COMEASLY HOOF
10. THE CONTRACTOR IS TO CONTACT BAY COVE APARTMENTS PRIOR TO CONSTRUCTION BEGINNING ON THEIR PROPERTY:
9. THE CONTRACTOR IS TO COORDINATE WITH PSTA FOR CONSTRUCTION AND MOT ACTIVITIES THAT WILL AFFECT SERVICE TO THE EXISTING BUS STOP LOCATED ON THE NBFR.
8. THE CONTRACTOR IS TO ENSURE THE DISTRICT’S (CAR) IS NOTIFIED A MINIMUM OF THREE WEEKS PRIOR TO ANY WORK BEING PERFORMED IN THE IDENTIFIED AREAS.
BE PROPERLY ABANDONED BY THE DISTRICT’S CONTAMINATION ASSESSMENT AND REMEDIATION (CAR) CONTRACTOR AS DETERMINED BY THE ENGINEER AND CONTRACTOR.
7. TWO EXISTING GROUNDWATER MONITORING WELLS WERE NOTED NEAR THE FDOT RIGHT-OF-WAY IN THE AREA OF DRAINAGE STRUCTURE S-3. THE MONITOR WELLS ARE TO
DISPOSED OF SOIL.
THE CAR CONTRACTOR WILL PROVIDE REPLACEMENT BACKFILL IN THE FORM OF FDOT-SELECT FILL AT A 1 TO 1 RATIO (e.g. TCY FOR TCY) FOR REMOVED AND
DIRECT EXPOSURE REGULATORY LIMITS IS TO BE REMOVED AND DISPOSED OF BY THE DISTRICTS CONTAMINATION AND REMEDIATION (CAR) CONTRACTOR.
HYDROCARBONS IN EXCEEDENCE OF CLEANUP TARGET LEVELS FOR COMMERCIAL/INDUSTRIAL DIRECT EXPOSURE. SOIL EXCEEDING COMMERCIAL/INDUSTRIAL
6. SOILS IN THE VICINITY OF DRAINAGE STRUCTURE S-3 AT APPROXIMATE STA.49+50.00; 12.25LT WERE FOUND TO CONTAIN TOTAL RECOVERABLE PETROLEUM
5. SUBMIT FAA FORM 7460 TO THE DEPARTMENT (THE PROJECT IS LOCATED WITHIN (5) FIVE MILES OF ST. PETE-CLEARWATER INTERNATIONAL AIRPORT.)
RIGHTRT
LEFTLT
DRIVEWAY Drwy.
BASELINE OF SURVEY SOUTHBOUND FRONTAGE ROAD£ SBFR
BASELINE OF SURVEY NORTHBOUND FRONTAGE ROAD£ NBFR
4. ABBREVIATIONS:
3. SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: N/A
LICENSED BUSINESS NO.: 7055
TAMPA, FL 33607
3111 W DOCTOR MARTIN LUTHER KING JR BLVD., SUITE 375
WANTMAN GROUP, INC.
RLS NO.: 5219
MARTIN J. SHATTO
SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON
2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
22
ELECGAS
GAS
GAS
GAS12.47KV
120/240V
12.47KV12.47KV
120/240V
WATER
R/W LINE PER SEC 1515-104
R/W LINE PER SEC 1515-104B
ASE ON R/W MAP CALCULATED POSITIONALIGNMENT SL055
912 913 914 915 916 917
212 213 214 215 216 217
512 513 514 515 516 517N 1" = 40'
Exist. 6' Sidewalk
Exist. 6' Sidewalk
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
Exist. Pole
Exist. Barrier Wall
Exist. Barrier Wall
Exist. Concrete
Exist. Concrete
Exist. Barrier Wall
ACURA
CROWN
ECONO INN
Truss Structure
Exist. Overhead Sign
Truss Structure
Exist. Overhead Sign
Exist. 6' Sidewalk
N 1° 26' 4" E
£ NBFR
£ SBFR
£ NBFR
+65.70
AND RESURFACING
BEGIN MILLING
Exist. Type F C & G
Exist. Type F C & G
Exist. Type F C & G
Exist. Type F C & G
Exist. Type F C & G
Exist. Type F C & G
36" RCP
36" RCP
BACKGROUND AERIAL IMAGE DATE: 2018
SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (SB)
SR 55 (US 19) (NB)
SEE PLAN DETAILS (2)
STA. 916+66.19
£ SURVEY SR 55 (US 19)
BEGIN CONSTRUCTION
R/W LINE
100.04' RT
912+92.27
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLANRD01.dgnUSER: madeline.glassman 10/15/2020 11:25:33 AM Default
16
ROADWAY PLAN (1)
SR 55
212
912
512 90'90'100'100'LEGEND
MILLING & RESURFACING
23
TELGASTEL 12.47KV
120/240V
12.47KV120/240V120V120/240V
12.47KV 12.47KV SDSDSD918 919 920 921 922 923
218 219 220 221 PI STA. 221+20.81222 PI STA. 222+35.41223
518 519 520 521 522 523N1" = 40'
36" RCP
24" RCPExist. 6' SidewalkExist. 6' Sidewalk
Exist. 6' Sidewalk
Exist. 6' Sidewalk
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
Exist. Concrete
APARTMENTS
IMPERIAL COVE
N' LOCK
U-STOR
CLEARWATER
AUDI
40' EASEMENT
CITY OF CLEARWATER
Truss Structure
Exist. Overhead Sign
N 1° 26' 4" E
N 1° 26' 4" E
1
Exist. Type F C & G
Exist. Type F C & G
Exist. Type F C & G Exist. Type F C & G
100.04' RT
918+86.43
36" RCP
BACKGROUND AERIAL IMAGE DATE: 2018
£ SBFR
£ NBFR
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB)
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
S 2° 26' 4" W
SEE PLAN DETAILS (2)
PROP. SIGN
N 1° 26' 4" E
140.04' RT
918+87.05
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLANRD02.dgnUSER: madeline.glassman 10/8/2020 4:38:15 PM Default
17
ROADWAY PLAN (2)
SR 55
100'100'90'90'100'100'90'88'MILLING & RESURFACING
LEGEND
24
ELECWATERNPWELECWATERNPWWATERWATERGASWATERWATERWATERWATERWATERELECGASSANGAS
12.47KV
12.47KV12.47KV 12.47KV120/240V
120/240V120V
12.47KVELECWATERWATERELECSDWATERWATERELEC
WATERGASELEC
WATERBACK FLOWSDBACK FLOWSDSD49' R/W PER O.R.B. 5067, PAGE 790
CITY OF CLEARWATER
924 925 926 927 92829
200201POT STA. 201+20.0050PI STA. 223+57.12224 225 226 227 228
PI STA. 523+56.69524 525 PI STA. 525+50.40526 PI STA. 526+65.00527 528
PI STA. 923+56.73
100101POT STA. 101+20.00
R/W LINE
R/W LINE
Exist. Barrier Wall
Exist. Barrier Wall
£ SURVEY HARN BLVD.
36" RCP 18" RCP24" RCP
18" RCP
36" RCP 18" RCP30" RCP
24" RCP 18" RCP24" RCP
24" RCP
24" RCP 18" RCP
APARTMENTS
BAY COVE
Exist. 6' Sidewalk
Exist. 6' Sidewalk Exist. 6' Sidewalk
Exist. Barrier Wall
£ SURVEY SR 55 (US 19)
Truss Structure
Exist. Overhead Sign
24" RCP
Exist. Concrete
Exist. Concrete
CLEANERS
49' EASEMENT
CITY OF CLEARWATER
Exist. Barrier Wall 89°35'35"
£ NBFR
S-12
S-13
S-11S-10
70' OF 18" PIPE
N 0° 52' 4" E 90°00'00"N 1° 26' 4" E
N 0° 7' 56" W
CR-D
CR-G
CR-DCR-GCR-BCR-C
25'R
25'R
UP TO CONC. JACKET LOCATON
REMOVE EXIST. PIPE
JACKET
CONC.
S-14S-9
SHEET
SEE PLAN DETAIL
FOR ENTRANCE A,
� CONST. ENT. A
� CONST. ENT. B
N 1° 26' 4" E
N 1° 26' 4" E
RETURN 2
CURB
STA. 926+56.75
£ SURVEY SR 55 (US 19)
STA. 30+00.00 =
£ SURVEY HARN BLVD
STA. 928+64.60
£ SURVEY SR 55 (US 19)
END PROJECT
STA. 923+37.58
£ SURVEY SR 55 (US 19)
BEGIN PROJECT
PROP. SIGN
N 0° 52' 4" E
0.02
0.02£ SBFR
+89.84
AND RESURFACING
BEGIN MILLING
£ NBFR
56.02' RT
+29.00
34
S-11A
S-10A
8' OF 24" PIPE
CONC. JACKET
8' OF 24" PIPE
CONC. JACKET
8' OF 24" PIPE
CONC. JACKET
£ NBFR
50.82' RT
+95.56
DETAIL SHEET
B, SEE PLAN
FOR ENTRANCE
A
2
5'R
25'R
25'R
25'R¡ CONST. HARN BLVD.
+91.74, 36.12' LT
£ SBFR
PC, +31.40, 0.00' LT
£ NBFR
8.00' RT
+29.00
£ NBFR
12.00' RT
+89.95
£ NBFR
20.00' RT
+89.05
£ NBFR
58.02' RT
+00.00
£ NBFR
20.00' RT
+94.00
£ NBFR
20.00' RT
+00.00
EXIST. PIPE
INLET AND 30' OF
REMOVE EXIST.
REMOVE EXIST. INLET TOP
INLET
REMOVE EXIST.
PLUG AND FILL EXIST. PIPE
TOP
INLET
EXIST
REMOVE
PLUG AND FILL EXIST. PIPE
STA. 523+79.82
£ NBFR
STA. 100+00.00 =
¡ CONST. ENT. A
£ NBFR
8.00' RT
+15.73
£ NBFR
0.00' LT
+15.9190°00'00"£ NBFR
9.80' RT
+46.23
£ NBFR
12.00' RT
+92.02
£ NBFR
9.62' RT
+43.99
MATCH EXIST.
£ NBFR
19.24' RT
+44.09
£ NBFR
29.05' RT
+38.73
£ NBFR
28.98' RT
+34.90
£ NBFR
38.89' RT
+34.72
£ NBFR
30.31' RT
+46.96
£ NBFR
39.10' RT
+46.80
£ NBFR
1.00' LT
+40.00
87.00' LT
+05.48
MATCH EXIST.
96.00' LT
+05.48
£ NBFR
0.00' RT
+40.00
£ NBFR
8.00' RT
+39.09
S 89° 7' 56" E18" RCP
S 89° 7' 56" ERETURN 1
CURB
Exist. Type F C & G
Exist. Type F C & G
CONST. TYPE F C & G
CONST. TYPE F C & G
Type F C & G
Exist.
CONST. TYPE F C & G
C & G
CONST. TYPE F
TO BE REMOVED
EXIST. 6' SIDEWALK
EXIST. TYPE F C & G AND
139.97' RT
923+57.62
149.05' RT
928+71.82
100.05' RT
928+71.73
100.05' RT
923+57.36
99.95' LT
926+16.25
BE OBTAINED
LICENSE AGREEMENT TO
BE OBTAINED
LICENSE AGREEMENT TO
£ SBFR
40' EASEMENT
CITY OF CLEARWATER
149.05' RT
923+57.67
0.02
UNLESS OTHERWISE NOTED.
NOTE: ALL STATION AND OFFSETS ON THIS SHEET ARE FROM £ SURVEY SR 55 (US 19)
MATCH EXIST.
STA. 528+28.52
£ NBFR
STA. 200+00.00 =
¡ CONST. ENT. B
STA. 226+67.58
£ SBFR
STA. 50+00.00 =
¡ CONST. HARN BLVD.
88.00' LT
+03.45
£ SBFR
PC, +03.41, 0.00' LT
£ NBFR
56.98' RT
+04.92
MATCH EXIST.
£ NBFR
+04.90
MATCH EXIST.
£ NBFR
+95.44
£ NBFR
56.82' RT
+95.46
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB)
CONNECT TO EXIST.
+05.48, 95.50' LT
BEGIN GUIDERAIL
MATCH EXIST.
£ NBFR
+65.02, 0.00' RT
END CONC. SWK.
+37.50, 96.58' LT
END GUIDERAIL
SEE PLAN DETAILS (2)
630-2-11
1 RUN AT 194 LF
£ NBFR
8.00' RT
+45.00
PIPE
51' OF 24" £ NBFR
14.00' RT
+45.00
£ NBFR
+35.00, 14.00' RT
PAD FOUNDATION*
CONST. PSTA BUS
*SEE SHEET 30 FOR BUS PAD DETAILS
639-2-1
1 RUN AT 194 LF
1 AS, 2" CONDUIT
639-1123
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\planrd03.dgnUSER: madeline.glassman 10/15/2020 11:27:06 AM Default100'100'90'88'100'100'88'88'A
ROADWAY PLAN (3)
SR 55
N1" = 40'
AUTO SALES
NEW WAVE
R/W LINE
17'R
38' OF 18" PIPE38' OF 18" PIPE
SPEEDWAY
£ SBFR
+33.16
AND RESURFACING
END MILLING
¡ CONST. HARN BLVD.
+92.25, 35.88' LT
SEE ROADWAY PLANS (5)
STA. 49+80.00
MATCHLINE
¡ CONST. HARN BLVD.
+81.99, 24.83' RT
¡ CONST. HARN BLVD.
+85.42, 28.47' RT
¡ CONST. HARN BLVD.
+90.74, 30.24' RT
DITCH PAVEMENT GEOMETRY
PAVEMENT MATCH EXIST.
INDEX 524-001
4" NON-REINFORCED DITCH 99.95' LT
926+95.83harn blvd.90° 24' 25"
LEGEND
WARNINGS
DETECTABLE
(6' WIDTH)
4" CONC. SWK.
(6' WIDTH)
6" CONC. SWK.
RESURFACING
MILLING &
25
WATERWATERWATERWATERWATERWATERWATERWATERBACK FLOWSANSANWATERSANWATER12.47KV 12.47KV12.47KV12.47KV120/240V
12.47KV120/240V
120/240VBACK FLOWBACK FLOWWATER
SANSD SDWATER
SD ELECSAN
ELECELECSAN SDSDSDBACK FLOWSAN
ELECELECWATERELECSD
SDSDSDSDSD929 930 931 932 933 934
229 230 231 232 233 234
529 530 531 532 533 534
Exist. Pole ENTRANCESERVICE CENTER Exist. Concrete N1" = 40'
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
Exist. Concrete
Exist. Barrier Wall
Exist. Barrier Wall
Exist. Concrete
Exist. Pole
Exist. Pole
Exist. PoleExist. Pole
Exist. Pole
Exist. Pole
Exist. PoleExist. Pole
Exist. 6' Sidewalk Exist. 6' Sidewalk Exist. 6' Sidewalk
Exist. 6' SidewalkExist. 6' Sidewalk
OFFICE PARK
ARBOR
STA. 930+79.58
£ SURVEY SR 55 (US 19)
END CONSTRUCTION
£ NBFR
+80.00
AND RESURFACING
END MILLING
FGT EASEMENT
Exist. Type F C & G
Exist. Type F C & G
£ SBFR
£ NBFR
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB)
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
N 0° 52' 4" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLANRD04.dgnUSER: madeline.glassman 10/8/2020 4:39:33 PM Default
19
ROADWAY PLAN (4)
SR 55
100'100'88'88'MILLING & RESURFACING
LEGEND
26
WATER
NPW
TEL
NPW
GAS
C
120/240V
120/240V120/240V
120/240V
120/240V
WATER
ELEC
WATER
WATER
GAS
TEL
GAS
WATER
GAS
GAS
WATER
BACK FLOW
C
WATER
WATER
WATER
WATER
BACK FLOWWATER BACK FLOWASPH. DWY
EXIST.
Asph. Drwy.
Exist.
Asph. Drwy.
Exist.
Asph. Drwy.
Exist.
Asph. Drwy.
Exist.
27 28
POT STA. 45+60.00 46 47 48 49
N1" = 40'£ SURVEY HARN BLVD.
R/W LINE
18" RCP18" RCP
12" RCP
15" RCP
15" RCPSPEEDWAY
APARTMENTS
MORNINGSIDE EAST 1
CHIROPRACTIC
FIRST CHOICE
APARTMENTS
MORNINGSIDE EAST 2
APARTMENTS
WATERFORD
Exist. 4' Sidewalk
Exist. 4' SidewalkExist. 4' Sidewalk
Exist. 4' Sidewalk
Exist. 4' Sidewalk
Exist. 4' Sidewalk
AUTO SALES
NEW WAVE
¡ CONST. HARN BLVD.
S-1
S-2
LEGEND
4" CONC. SWK.
6" CONC. SWK.
41' OF 18" PIPE
N 89° 32' 21" W
PGL
25.77' LT
+25.00
26.69' LT
+20.00
2
4' Dr
wy.
+
9
6
34' Drwy.+59.00G-17G-18
CONST. DROP CURB
N 89° 32' 21" W
¡ CONST. HARN BLVD.
+42.92
AND RESURFACING
END MILLING
¡ CONST. HARN BLVD.
+65.50
AND RESURFACING
BEGIN MILLING
SAWCUT
28.35' LT
+76.00
25.77' LT
+76.00
25.77' LT
+42.00
28.37' LT
+42.00
28.38' LT
+08.00
11.00', LT
48+18.23
Exist. Drop Curb
28.40' LT
+84.00
20.69' LT
+82.01
26.08' LT
+70.00
25'R30.23' RT
+97.86
37.29' RT
+03.81
37.24' RT
+97.81
46.45' RT
+69.42
29.01' RT
+03.87
36.03' RT
+69.42
Exist. Asph. Drwy.
CONST. 6' SIDEWALK
SAWCUT
193' OF 18" PIPE
(TO BE REMOVED)
EXIST. 4' SIDEWALK
CONST. 6' SIDEWALK
SAWCUT
S-3
18" PIPE
21' OF
S-4
PIPE & CURB INLET
REMOVE EXIST. CURB INLET,
11.00' RT
+52.16
G
I
F
E
B
C
19.00' RT
+55.81
A
D
H
A
B
C
D
E
F
G
H
I
+56.92, 19.00' RT
+62.92, 19.00' RT
+53.85, 21.48' RT
+56.92, 21.48' RT
+53.78, 31.23' RT
+62.92, 31.23' RT
PT, +74.74, 11.00' RT
+74.74, 19.00' RT
+79.67, 19.73' RT
J
J
PIPE & CURB INLET
REMOVE EXIST. CURB INLET,
RESURFACING
MILLING &
+57.15, 28.63' RT
BEGIN TRANSITION
END DROP CURB
R/W LINE
+32.91, 33.78' RT
BEGIN DROP CURB
CURB INLET
REMOVE EXIST.
19.00' LT
+75.26
11.00' LT
PT, +75.26
19.00' LT
+62.32
25.77' LT
+55.74
0.00' RT
+52.07
Exist. Type E C & G
+63.05, 27.53' RT
END TRANSITION
BEGIN TYPE F C & G
CONST. TYPE F C & G
CONST. TYPE F C & G
UNLESS OTHERWISE NOTED.
NOTE: ALL STATION AND OFFSETS ON THIS SHEET ARE FROM ¡ CONST. HARN BLVD.
Exist. Drop Curb HARN BOULEVARD
MATCH EXIST.
+27.91, 31.28' RT
+37.91, 33.77' RT
BEGIN TRANSITION TO SHOULDER GUTTER
END DROP CURB
47+45.88, 10.79' LT
BEGIN TYPE F C & G
END TRANSITION TO TYPE F C & G
47+42.92, 10.49' LT
BEGIN TRANSITION TO TYPE F C & G
END DROP CURB
SAWCUT
22.10' LT
+70.00
MATCH EXIST.
+63.42, 46.45' RT
BEGIN 4" CONC. SWK.
MATCH EXIST.
+42.92, 11.29' RT
BEGIN PGL
+53.53, 31.84' RT
BEGIN DROP CURB
END TRANSITION TO SHOULDER GUTTER
31.27' RT
+42.91
8.70' LT
+42.92
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\planrd05.dgnUSER: madeline.glassman 10/8/2020 4:40:06 PM Default 11.5'MATCHLINE STA. 49+80.00 SEE ROADWAY PLANS (3)39.82'39.82'
ROADWAY PLAN (5)
HARN BLVD.
27
WATERGASWATER12.47KV
12.47KVPI STA. 523+56.69524
100101POT STA. 101+20.00
N 0° 52' 4" E
¡ CONST. ENT. A
S-9
£ NBFR
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
CR-DCR-G
CURB RETURN 1
CURB RETURN 2S 89° 7' 56" ESEE DRAINAGE DETAILS
(NB) FRONTAGE ROAD
SR 55 (US 19)
BE OBTAINED
LICENSE AGREEMENT TO
¡ CONST. ENT. A
PT, +35.92, 11.00' RT
MATCH EXIST.
¡ CONST. ENT. A
17.50' LT
+06.64
STA. 523+79.82
£ NBFR
STA. 100+00.00=
¡ CONST. ENT. A
£ NBFR
PC, +15.91, 0.00' LT
139.97' RT
+57.62 90°£ NBFR
PC, +44.01, 11.00' RT
¡ CONST. ENT. A
16.04 RT
+93.21
149.05' RT
+57.67 2'R
2'R1:12
1:12
25'R 25'R10'R
¡ CONST. ENT. A
11.00 LT
+97.27
Exist. Type F C & G
CONST. TYPE F C & G
¡ CONST. ENT. A
+58.50, 11.17' LT
BEGIN TYPE D CURB
END TRANISTION TO TYPE D CURB
CONST. TYPE F C & G
36" RCP
CONST. TYPE D CURB
CONST. TYPE D CURB
¡ CONST. ENT. A
11.00' RT
+73.21
¡ CONST. ENT. A
PT, +25.00, 11.00' LT
¡ CONST. ENT. A
+52.50, 12.50' LT
BEGIN TRANISTION TO TYPE D CURB
END TYPE F C & G
¡ CONST. ENT. A
+40.00, 12.50' RT
BEGIN TRANISTION TO TYPE D CURB
END TYPE F C & G
¡ CONST. ENT. A
+46.00,11.67' RT
BEGIN TYPE D CURB
END TRANISTION TO TYPE D CURB
MATCH EXIST.
¡ CONST. ENT. A
+06.64, 16.04' RT THGASWATERWATERGASELECELEC12.47KV12.47KV 12.47KVELECELECWATER528
200201POT STA. 201+20.00
¡ CONST. ENT. B
S-14
£ NBFR
SR 55 (US 19) (NB) FRONTAGE RD
25'
R
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
N 0° 52' 4" E
CURB RETURN 2
£ NBFR
PC, +65.02, 0.00' RT
S 89° 7' 56" ESEE DRAINAGE DETAILS
STA. 528+28.52
£ NBFR
STA. 200+00.00=
¡ CONST. ENT. B
CURB RETURN 1 90°BE OBTAINED
LICENSE AGREEMENT TO
CR-G
CR-D
149.05' RT
+71.82
100.05' RT
+71.73
¡ CONST. ENT. B
PT, +37.14, 11.50' RT
BL NBFR
PC, +12.00, 11.00' RT 1:12
1:12
2'R25'R 2'
R
R/W LINE
Exist. Type F C & G
CONST. TYPE F C & G
30" RCP
MATCH EXIST.
¡ CONST. ENT. B
+87.00, 11.50' RT
C & G
CONST. TYPE D
¡ CONST. ENT. B
+64.00, 11.67' RT
BEGIN TYPE D CURB
END TRANSITION TO TYPE D CURB
C & G
CONST. TYPE F
¡ CONST. ENT. B
PT, +25.00, 11.50' LT
¡ CONST. ENT. B
+58.00, 13.00' RT
BEGIN TRANSITION TO TYPE D CURB
END TYPE F C & G
MATCH EXIST.
¡ CONST. ENT. B
+51.22, 11.50' LT
END STRAIGHT END CURB TRANSITION
¡ CONST. ENT. B
+48.22, 13.50' LT
BEGIN STRAIGHT END CURB TRANSITION
to Remain
Exist. Guardrail
to Remain
Exist. Type D Curb
MATCH EXIST.
¡ CONST. ENT. B
+87.00, 11.50' LT WATERTHEOIELECWATERELEC 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLANRD101.dgnmadeline.glassman 10/8/2020 4:40:56 PM Default
PLAN DETAILS (1)
ENTRANCE BENTRANCE A N1" = 20'N1" = 20'
N 1° 26' 4" E
21
LEGEND
WARNINGS
DETECTABLE
(6' WIDTH)
4" CONC. SWK.
(6' WIDTH)
6" CONC. SWK.
RESURFACING
MILLING &
28
516 517 518
S 1° 26' 4" W N1' = 20'
MATCH EXIST.
£ NBFR
+10.81, 34.18' LT
MATCH EXIST.
£ NBFR
+78.96, 36.39' LT
SR 55 (US 19) (NB)
S 1° 26' 04" W
(Rigid) (C & G) To Remain
Exist. Conc. Barrier Wall
DATE: 2018
BACKGROUND AERIAL IMAGE
£ NFBR
+23.61, 28.72' LT
BEGIN SHLDR. CONC. BARRIER, 38" HEIGHT
END TRANSITION TO SHLDR. CONC. BARRIER, 38" HEIGHT
MATCH EXIST.
£ NFBR
+11.12, 28.19' LT
BEGIN TRANSITION TO SHLDR. CONC. BARRIER, 38" HEIGHT
CONST. SHLDR. CONC. BARRIER 32"
£ NFBR
+63.96, 29.00' LT
BEGIN TRANSITION TO SHLDR. CONC. BARRIER 56"
END SHLDR. CONC. BARRIER, 38" HEIGHT
£ NFBR
+78.96, 29.00' LT
BEGIN MEDIAN CONC. BARRIER 56"
END TRANSITION TO SHLDR. CONC. BARRIER 56"
£ NFBR
+85.96, 29.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT
END MEDIAN CONC. BARRIER 56"
£ NFBR
+00.99, 29.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
END TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT
MATCH EXIST.
£ NFBR
+13.49, 29.00' LT
END TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
MATCH EXIST.
£ NBFR
+26.50, 18.00' LT
BEGIN TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 38"
CONST. SHLDR. CONC. BARRIER, C & G BARRIER 32"
£ NBFR
£ NBFR
+63.96, 18.67' LT
BEGIN TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 56"
END SHLDR. CONC. BARRIER, C & G BARRIER 38"
£ NBFR
+39.00, 18.67' LT
BEGIN SHLDR. CONC. BARRIER, C & G BARRIER 38"
END TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 38"
£ NBFR
+85.96, 20.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT
END MEDIAN CONC. BARRIER 56"
£ NBFR
+78.96, 18.67' LT
BEGIN MEDIAN CONC. BARRIER 56"
END TRANSITION TO SHLDR. CONC. BARRIER, C & G BARRIER 56"
£ NBFR
+00.99, 27.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
END TRANSITION TO MEDIAN CONC. BARRIER, 38" HEIGHT
MATCH EXIST.
£ NBFR
+13.49, 27.00' LT
FRONTAGE ROAD
SR 55 (US 19) (NB)
PER INDEX 521-001
CONST. SHLDR. CONC. BARRIER
PER INDEX 521-001
CONST. SHLDR. CONC. BARRIER
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PLANRD201.dgnUSER: madeline.glassman 10/8/2020 4:41:28 PM Default
LEGEND
WARNINGS
DETECTABLE
(6' WIDTH)
6" CONC. SWK.
RESURFACING
MILLING &
4" CONC.WATERWATERWATERWATERWATERPI STA. 523+56.69524 525
526
100PI STA. 525+50.40
N 0° 52' 04" E
S 0° 07' 56" E
N 0° 52' 4" E N1' = 20'
SR 55 (US 19) (NB)
MATCH EXIST.
£ NBFR
+14.38, 36.00' LT
MATCH EXIST.
£ NBFR
+31.38, 35.97' LT
To Remain
Exist. Plain Conc. Barrier Wall (Shldr.)
£ NBFR
To Remain
Exist. Type F C & G
MATCH EXIST.
£ NBFR
+31.35, 26.01' LT
MATCH EXIST.
£ NBFR
+14.38, 25.98' LT
MATCH EXIST.
£ NBFR
+14.38, 38.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38"
CONST. MEDIAN CONC. BARRIER 32"
£ NBFR
+26.88, 38.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER 56"
END TRANSITION TO MEDIAN CONC. BARRIER 38"
£ NBFR
+96.93, 38.00' LT
BEGIN MEDIAN CONC. BARRIER 56"
END TRANSITION TO MEDIAN CONC. BARRIER 56"
£ NBFR
+03.93, 38.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38"
END MEDIAN CONC. BARRIER 56"
£ NBFR
+18.88, 38.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
END TRANSITION TO MEDIAN CONC. BARRIER 38"
MATCH EXIST.
£ NBFR
+31.38, 37.97' LT
END TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
£ NBFR
+18.88, 36.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER, 32" F-SHAPE
END TRANSITION TO MEDIAN CONC. BARRIER, 38"
£ NBFR
+26.88, 36.00' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER 56"
END TRANSITION TO MEDIAN CONC. BARRIER 38"
£ NBFR
+96.87, 32.50' LT
BEGIN MEDIAN CONC. BARRIER 56"
END TRANSITION TO MEDIAN CONC. BARRIER 56"
£ NBFR
+03.87, 32.50' LT
BEGIN TRANSITION TO MEDIAN CONC. BARRIER 38"
END MEDIAN CONC. BARRIER 56"
FRONTAGE ROAD
SR 55 (US 19) (NB)
PER INDEX 521-001
CONST. MEDIAN CONC. BARRIER
PLAN DETAILS (2)
29
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Drawn By : JML 08-20Checked By : JSR 08-20Designed By : JF 08-20Checked By : JSR 08-20STATE OF FLORIDA
9/24/2020USER: dennis.tanner T:\FDOT7\Projects\25688155201\struct\Misc_Struct\MiscStr01.dgn1:38:24 PM
BENCH PAD
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
DEPARTMENT OF TRANSPORTATION"218REQUIRED
LENGTH AS
1'-4"8"6"45°00'00"
10'-0"6'-0"10'-0""211'-26"1'-0"6"7'-0"6"1'-0"
4S2
4S3 (EF)
4S1 (TYP.)
6'-0""211'-26"1'-0"6"3'-0"6"1'-0"
4S1
4S3 (EF)(TYP.)3" COVER(TYP.)3" COVER"2187"
6"6"6"6~4S2 @ 1'-0"6"1'-6"1'-6"4~4S3 @ 1'-0" (EF)4S2 (TYP.)
10~4S1 @ 1'-0"6"6"
6"6~4S2 @ 1'-0"6"
10~4S3 @ 1'-0" (EF)
10~4S1 @ 1'-0"
BILL OF REINFORCING STEEL
MARK
4
4 S1
S2
S34
5'-6"
9'-6"
3'-1"
14
10
28
SIZE LENGTH NUMBER
BARS S1 & S2
ESTIMATED QUANTITIES
QUANTITY
CLASS NS CONCRETE
REINFORCING STEEL
UNITITEM
2.2
173
AA
B
B
PLAN
SECTION A-A SECTION B-B
P.E. LICENSE NUMBER 64669
PATEL, GREENE & ASSOCIATES, LLC
JOHNNY FUNG, P.E.
TEMPLE TERRACE, FL 33637
12570 TELECOM DRIVE
CY
LB
BAR S3
ACROSS THE FULL DEPTH OF THE BENCH PAD.
INTERFACE OF THE BENCH PAD AND SIDEWALKS
" PREFORMED JOINT FILLER AT THE 2
1PROVIDE A 5.
522 OF THE SPECIFICATIONS.
BE A BROOM FINISH IN ACCORDANCE WITH SECTION
CONCRETE SURFACE FINISH OF THE BENCH PAD SHALL 4.
SEE ROADWAY PLANS FOR BENCH PAD LOCATION.3.
REINFORCEMENT PLACEMENT TOLERANCES.
COVER". SEE SPECIFICATIONS FOR ALLOWABLE
FABRICATION TOLERANCE UNLESS SHOWN AS "MINIMUM
INCLUDE REINFORCEMENT PLACEMENT AND
CONCRETE COVER SHOWN IN THE PLANS DOES NOT 2.
ACCORDANCE WITH SPECIFICATIONS SECTION 931.
REINFORCEMENT SHALL BE CARBON STEEL BARS IN 1.
NOTES:
30
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\PROFRD01.dgnUSER: madeline.glassman 10/8/2020 4:41:32 PM Default PI +50.00EL. 16.64(-) 0.637%
(+) 0.300%17.9616.79PROP. PGL @ CROWN OF HARN BLVD.
GAS (D)
BT (D)BT (D)
BT (B)
18" PIPE
FL 12.7
18" PIPE
EXIST. FL 10.57
EXIST. FL 11.24FL 11.7
S-2
S-3
34
EXIST. FL 11.07
CONC. JACKET
EXIST. 18" RCP
EXIST. 24" RCP
14.3'
BCWE
£ SR 55 (US 19)
4" BE TH-19 @ STA. 926+49.40
£ SR 55 (US 19)
2.5" BFOC TH-22 @ STA. 926+82.70
BFOE (B)
@ � CONST. HARN BLVD.
EXIST. GROUND LINE
18" PIPE
18" PIPE
EL. 16.79
STA. 226+67.58
£ SBFR
STA. 50+00.00=
¡ CONST. HARN BLVD.
MATCH EXIST.
END PROFILE
EL. 17.96
STA. 47+42.92
CROWN OF HARN BLVD.
MATCH EXIST. @
BEGIN PROFILE
e = MATCH. EXIST
e = N.C.
e = MATCH EXIST. TO e = N.C.
CROSS SLOPE TRANSITION
+42.92+92.92+00.00� CONST. ENT. A
PROP. PGL @
Exist. Ground Line @ � Const. Ent. A
GAS (D)
BFOC (D)BFOT (D)
EL. 16.47
STA. 101+06.64
¡ CONST. ENT. A
MATCH EXIST.
END PROFILE16.48PI +36.00EL. 15.95(-) 2
.000%
(+) 0.731%
40' V.C.16.47+16.00 EL. 16.35+56.00 EL. 16.1016.2816.0716.4816.47EL. 16.48
STA. 523+79.82
£ NBFR
STA. 100+09.50=
¡ CONT. ENT. A
MATCH EXIST.
BEGIN PROFILE 15.72GAS (D)15.4115.72UNK. SIZE BFOT (D)
12.75" GAS (D)
4-4" BFOC (D)
@ � CONST. ENT. B
EXIST. GROUND LINE
EL. 15.43
STA. 200+87.00
¡ CONST. ENT. B
MATCH EXIST.
END PROFILE
PROP. PGL @ � CONST. ENT. B
EL. 15.72
STA. 528+28.52
£ NBFR.
STA. 200+00.00=
¡ CONST. ENT. B
MATCH EXIST.
BEGIN PROFILE
(+) 1.023%(-) 1
.348%PI +50.00EL. 15.0515.7215.4320
16
12
20
16
12
49 5048
SIDESTREET PROFILES
100 200
22
47
1" = 4' VERT.
1" = 40' HORIZ.
SCALE:
1" = 4' VERT.
1" = 40' HORIZ.
SCALE:
1" = 4' VERT.
1" = 40' HORIZ.
SCALE:
14
18
22
10
20
16
12
14
18
22
10
14
18
22
10
20
16
12
14
18
22
10
101 201
31
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\profrd02.dgnUSER: madeline.glassman 10/8/2020 4:41:33 PM Default
16
HARN BLVD. AT SB FRONTAGE RD.
RETURN 1
HARN BLVD. AT SB FRONTAGE RD.
RETURN 2
ENTRANCE A AT NB FRONTAGE RD.
RETURN 2
ENTRANCE A AT NB FRONTAGE RD.
RETURN 1
ENTRANCE B AT NB FRONTAGE RD.
RETURN 2
ENTRANCE B AT NB FRONTAGE RD.
RETURN 1
18
16
18
18
16
18
16
18
16
18
16
%055.0-
%576.0£ NBFR
PC STA. 527+92.02
£ NBFR
STA. 527+72.02 EL. 16.62'EL. 16.63'EL. 16.61'EL. 16.55'EL. 16.53'EL. 16.38'EL. 16.18EL. 15.19'EL. 15.18'EL. 15.11'EL. 15.90'EL. 15.82'EL. 15.72'£ NBFR
STA. 528+45.02
£ NBFR
PC STA. 528+65.02
39.19'
39.36'
23
CURB RETURN PROFILES
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
1" = 2' VERT.
1" = 20' HORIZ.
SCALE:
17
17
17 17
17
17
15
15
1515
15
15
EL. 16.44EL. 16.63£ NBFR
PC STA. 523+44.01
£ NBFR
STA. 523+24.01
¡ CONST. ENT. A
PT STA. 100+35.92
1.000%-0.200%
£ NBFR
STA. 523+35.91
£ NBFR
PC STA. 524+15.91
£ SBFR
STA. 226+11.40
£ SBFR
PC STA. 226+31.40
39.45'
¡ CONST. HARN BLVD.
PT STA. 49+74.74
EL. 16.55'EL. 16.70'£ SBFR
STA. 227+23.41
£ SBFR
PC STA. 227+03.41
39.09'
39.14'
¡ CONST. ENT. B
PT STA. 200+37.14
¡ CONST. ENT. B
STA. 200+57.14
¡ CONST. ENT. B
STA. 200+45.14
39.41'
¡ CONST. HARN BLVD.
STA. 49+54.74
%003.0-
¡ CONST. HARN BLVD.
PT STA. 49+75.26
¡ CONST. HARN BLVD.
STA. 49+55.26
-0.300%
¡ CONST. ENT. A
PT STA. 100+25.00
¡ CONST. ENT. A
STA. 100+45.00
%056.0-
%052.0
EL. 16.74EL. 16.75
EL. 16.49 EL. 16.43
EL. 16.50
EL. 16.61 EL. 16.50 EL. 16.44
EL. 16.93
EL. 16.73
EL. 16.31
EL. 16.32
EL. 16.70 EL. 16.74 EL. 15.98
EL. 15.84
EL. 15.01
EL. 16.09 EL. 15.96 EL. 15.61 EL. 15.35
¡ CONST. ENT. B
PT STA. 200+25.00
-2.000 %+0.731%EL. 16.010'EL. 16.28
¡ CONST. ENT. A
STA. 100+55.92
¡ CONST. ENT. A
STA. 100+45.92
LOW POINT
-2.000 %
-1.348%
¡ CONST. ENT. B
PI STA. 200+50.00
EL. 15.14
EL. 14.99
EL. 14.82
EL. 14.98
-1.348%
+1.023%
32
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\DRDTRD01.DGNUSER: madeline.glassman 10/8/2020 4:42:36 PM Default
12.47KV
12.47KV12.47KV
12.47KV200201POT STA. 201+20.00PI STA. 523+56.69524 525 PI STA. 525+50.40526 PI STA. 526+65.00527 528 529
100101POT STA. 101+20.00
S-9
S-10
S-11
S-12
S-13
S-14
SR 55 (US 19) (NB) FRONTAGE ROAD
APARTMENTS
BAY COVE
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
DRAINAGE DETAILS (1)
24" PIPE
18" PIPE
24" RCP 24" RCP
24" RCP 18" RCP
18" RCP
50'R1
5'
R
A
A A
A
R/W LINE
TYPICAL DITCH SECTION A-A
NTS1:45'VARIES (1.2' MIN.)SHOWN BELOW
EL. BASED ON PROFILE5'4.5'14'7'
2'4'1'8'DITCH PROFILE BELOW
EL. SEE SPECIAL
1:4(MAX)1:1.51:41:1.5(MAX)¡ DITCH
NTS 1'2'2'FLAT
1.5'1.5'
8'-5"9'-5"5'
2'
1:4
1:1.5 1:1.5
1:4
2' WIDE SLOT
DITCH PROFILE BELOW
EL. SEE SPECIAL
¡ DITCH
NTS
PAVEMENT DETAIL
S-10 DITCH
S-10
4" CONC. SLAB DETAIL
CLOSED FLUME INLET
S-9 & S-14
SOD (VARIES)
£ NBFR
AA
£ NBFR
49.93' RT
+52.75£ NBFR
46.62' RT
+34.92
EL. 13.70
42.55' RT
+24.30 (£ NBFR)
BEGIN SPECIAL DITCH RT
RT (+) 0.356%
SPECIAL DITCH
RT (+) 1.010%
SPECIAL DITCH
24" PIPE
S-11A
S-10A
24" PIPE
24" PIPE
RT (-) 0.086%
SPECIAL DITCH
EL. 14.84
10.00' RT
+20.00 (£ NBFR)
END SPECIAL DITCH RT
RT (+) 0.540%
SPECIAL DITCH
B
B
TYPICAL DITCH SECTION B-B
NTS
1:4
1:42'0.5'1:1.51:1.5 2' WIDE SLOT
DITCH PROFILE BELOW
EL. SEE SPECIAL
S-10A
1:1.51:1.5SLOPE TO WEIR
2'2'0.75'0.75'NTS
PAVEMENT DETAIL
S-10A DITCH
£ NBFR
45.29' RT
+75.00
EL. 14.80
45.29' RT
+98.32 (£ NBFR)
BEGIN SPECIAL DITCH RT
1:3 (MAX)
(TO BE INCLUDED IN COST OF INLET)
4" REINFORCED CONC. SLAB
SEE DETAIL ABOVE
4" REINFORCED CONC. SLAB
4" REINFORCED CONC. SLAB SEE DETAIL ABOVE
TOE WALL
INDEX 524-001
DITCH PAVEMENT
4" NON-REINFORCED CONC.
INDEX 524-001
DITCH PAVEMENT
4" NON-REINFORCED CONC.
INDEX 524-001
DITCH PAVEMENT
4" NON-REINFORCED CONC.
INDEX 524-001
DITCH PAVEMENT
4" NON-REINFORCED CONC.
EL. 13.88
22.00' RT
+24.31 (£ NBFR)
END SPECIAL DITCH RT
N 89° 7' 56" WN 89° 7' 56" WN 0° 52' 4" E
S 0° 7' 56" E
N 1° 26' 4" E
SOD (VARIES)SOD (VARIES)SECTION FOR DETAIL
SEE DRAINAGE STRUCTURE
INDEX 425-061
TYPE II CLOSED FLUME INLET
¡ CONST. ENT. A
¡ CONST. ENT. B
INDEX 524-001
CONC. DITCH PAVEMENT
4" NON-REINFORCED
EL. 14.00
50.00' RT
+09.52 (£ NBFR)
END SPECIAL DITCH RTEL. 14.70
14.01' RT
+90.00 (£ NBFR)
END SPECIAL DITCH RT
EL. 14.70
16.71' RT
+98.92 (£ NBFR)
BEGIN SPECIAL DITCH RT
£ NBFR
27.62' RT
+90.00
1" = 40'N33
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\DRDTRD02.DGNUSER: madeline.glassman 10/8/2020 4:43:16 PM Default
526 527
PI STA. 525+50.40
PI STA. 526+65.00
N 0° 52' 04" ES 0° 07' 56" E
NTS
TYPICAL SPLASH PAD DETAIL
VARIES1.0% MIN.EASEMENTNTS
TYPICAL SECTION B-B
SR 55 (US 19) (NB) FRONTAGE ROAD
R/W LINEB
B SD28 29
48 49 50
N 89° 32' 21" W
R/W LINENTS
TYPICAL SECTION A-A
NTS
TYPICAL SPLASH PAD DETAIL
VARIES
HARN BOULEVARD
1.0% MIN.
DRAINAGE DETAILS (2)
OUTSIDE EDGE OF RAMP
3'
2'
TERRAIN
GENERAL SLOPE OF
DIRECTION TO FOLLOW
SPLASH PAD SLOPE
UNDER STAIRS
11.0'X9.7' OF BEDDING STONE
PEDESTRIAN RAMP
(CONC. SPLASH PAD)
CONC. DITCH PAVT.
4" NON-REINFORCED
CONC. SIDEWALK
CONC. SIDEWALK
£ NBFR
R/W LINE
49' EASEMENT
CITY OF CLEARWATER
INDEX 524-001
CONC. DITCH PAVT.
4" NON-REINFORCED
S 0° 52' 4" W
WITH FILTER FABRIC
3" THICK BEDDING STONEDITCH PAVEMENT INDEX 524-001
4" NON-REINFORCED CONC.
WITH FILTER FABRIC
BEDDING STONE (3" DEPTH)
GENERAL GRADE TO DRAIN DIRECTION
FABRIC
STONE WITH FILTER
3" THICK BEDDING
N 89° 32' 21" W
CONC. SIDEWALK
PEDESTRIAN RAMP
OUTSIDE EDGE OF RAMP
3'
2'
TERRAIN
GENERAL SLOPE OF
DIRECTION TO FOLLOW
SPLASH PAD SLOPE
UNDER STAIRS
10.0'X9.7' OF BEDDING STONE
(CONC. SPLASH PAD)
CONC. DITCH PAVT.
4" NON-REINFORCED
£ SURVEY HARN BLVD.
¡ CONST. HARN BLVD.
R/W LINE INDEX 524-001
CONC. DITCH PAVT.
4" NON-REINFORCED4" NON-REINFORCED CONC.
DITCH PAVEMENT INDEX 524-001
A
A
BEDDING STONE (3" DEPTH)
WITH FILTER FABRIC
WITH FILTER FABRIC
3" THICK BEDDING STONE
GENERAL GRADE TO DRAIN DIRECTION
FABRIC
STONE WITH FILTER
3" THICK BEDDING
1" = 20'N1" = 20'N
34
TO
S-1
S-1
GAS (B)
W (D)
W (B)
BT (B)NPW (B)BE (D)
BFOC (B)
17.75 EL. 17.94R/W LINER/W LINE£ SURVEY SR 55 (US 19) EL. 15.4
1.5" BT TH-01 @ STA. 926+30.60
2-4" PROP. BT
BE (D)
BT (D)
2-4" PROP. BT
BT (D)
TO
FROM GAS (B)
BT (B)
BT (B)NPW (B)BE (D)
BE (D)
BFOC (B)EL. 17.8917.72R/W LINER/W LINE£ SURVEY SR 55 (US 19) EL. 14.8
12" WM TH-18 @ STA. 926+82.00
2-4" PROP. BT
BT (D)
2-4" PROP. BT
BT (D)8" PROP. NPW
T:\FDOT7\Projects\25688155201\drainage\DRXSRD01.DGNUSER: madeline.glassman 10/8/2020 4:44:44 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
HARN BLVD
DRAINAGE STRUCTURES (1)
¡ CONST. HARN BLVD.
¡ CONST. HARN BLVD.
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
S-2
18" PIPE
STA. 47+45.92
FL 12.9 (LT)
GRATE EL. 17.18
INDEX 425-041
GUTTER INLET TYPE V
STA. 47+45.92 (32.87 RT) (� CONST. HARN BLVD.)
18" PIPE
S-1
18" PIPE
S-2
S-2
STA. 47+53.92
S-3
1:6FL 12.7 (RT) (AH)
EOP EL. 17.32
INDEX 425-021
P-5 CURB INLET (ALT. A)
STA. 47+53.92 (10.29 LT) (� CONST. HARN BLVD.)
00 2020 4040 6060 8080 100100 120120140
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
QUANTITIES.
PLOTTED IN THE PLANS AND USED AS THE BASIS FOR PAY
MATERIALS ALLOWED AND INDICATES WHICH MATERIAL IS
OPTIONAL MATERIALS TABULATION SHEET SHOWS ALL
2. ALL DRAINAGE PIPES HAVE OPTIONAL MATERIALS. THE
AT THESE LOCATIONS.
CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS
THE STABILIZED PORTION OF THE ROADBED AND EXTREME
PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO
1. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT
NOTES:
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
35
FROM
TO EXIST.
GAS (B)
BT (B)EL. 16.6416.68R/W LINER/W LINES-8
£ SURVEY SR 55 (US 19) EL. 14.2
1.5" UNK TH-21A @ STA. 926+87.1
£ SURVEY SR 55 (US 19) EL. 14.4
12" WM TH-21 @ STA. 926+87.70
£ SURVEY SR 55 (US 19) EL. 14.3
1.5" UNK TH-20A @ STA. 926+86.70
8" PROP. NPW
2-4" PROP. BT
BT (D)
8" PROP. NPW
NPW (B)
FROM
EXIST.
FROM EXIST.
TO
W (B)
W (B)
BFOC (B)16.79
£ SURVEY SR 55 (US 19) EL. 13.6
6-4" BT TH-CW02 @ STA. 926+21.70
£ SURVEY SR 55 (US 19) EL. 13.6
6-4" BT TH-CW01 @ STA. 926+23.10
£ SURVEY SR 55 (US 19) EL. 15.5
1" NPW TH-CW05 @ STA. 926+13.90
£ SURVEY SR 55 (US 19) EL. 14.6
8" NPW TH-CW04 @ STA. 926+17.40
£ SURVEY SR 55 (US 19) EL. 12.0
2" BFOC TH-KFO7 @ STA. 926+20.80
£ SURVEY SR 55 (US 19) EL. 14.2
2" GM TH-CW03 @ STA. 926+21.40
T:\FDOT7\Projects\25688155201\drainage\DRXSRD01.DGNUSER: madeline.glassman 10/8/2020 4:44:45 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
HARN BLVD
DRAINAGE STRUCTURES (2)
¡ CONST. HARN BLVD.
¡ CONST. HARN BLVD.
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
18" PIPE
18" PIPE
S-3
18" PIPE
S-2
S-4
1:
4
S-3
STA. 49+50.00
S-4
34
FL 11.7 (BK) (AH) (RT)
EOP EL. 16.42
INDEX 425-021
P-6 CURB INLET (ALT. B)
STA. 49+50.00 (12.25 LT) (� CONST. HARN BLVD.)
FL 12.0 (LT)
EOP EL. 16.42
INDEX 425-021
P-6 CURB INLET (ALT. B)
STA. 49+50.00 (12.25 RT) (� CONST. HARN BLVD.)
S-5
NOT USED
TO
2" PROP. GM
BT (D)
BFOC (B)
S-3
20
32
34
STA. 49+99.00
34
18" PIPE
EXIST. FL 11.07 (BK)
EXIST. FL 10.57 (RT)
EXIST. FL 11.24 (LT)
EXIST. TOP EL. 16.50
EXISTING MANHOLE
STA. 49+99.00 (17.06 LT) (� CONST. HARN BLVD.)
(8' BACK FROM EXIST. MANHOLE)
CONC. JACKET
EXIST. 18" RCP
EXIST. 18" RCP
EXIST. 24" RCP
2" PROP. GM
00 2020 4040 6060 8080 100100 120120140
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
36
T:\FDOT7\Projects\25688155201\drainage\drxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:45:43 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.TO EXIST.
FROM
1:4
W (D)
W (B)
BT (B)NPW (B)
FM (B)GAS (D)EASEMENT16.22 R/W LINE£ SURVEY SR 55 (US 19) EL. 12.9
4" BFOC (ITS) TH-06 @ STA. 924+93.60
£ SURVEY SR 55 (US 19) EL. 6.8
FRONTIER BT TH-6A @ STA. 924+93.30
15.68 EASEMENTW (D)
W (B)
BT (B)
NPW (B)
FM (B)
GAS (D)R/W LINEFROM
S-11A
1:4
TO
S-10
PROP. BFOC £ SURVEY SR 55 (US 19) EL. 13.2
4" BFOC (ITS) TH-10 @ STA. 926+08.00
£ SURVEY SR 55 (US 19) EL. 12.4
4" BFOC (ITS) TH-09 @ STA. 925+91.2
PROP. BE
NB FRONTAGE RD
DRAINAGE STRUCTURES (1)
00 2020 4040 6060 8080 100100 120120140
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
24" PIPE
CONC. DITCH PAVT.
4" NON-REINFORCED
S-10
1
S-10
STA. 524+90.00
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
S-9
CONC. JACKET
EXIST. 24" RCP 24" PIPE
CONC. JACKETEXIST. 24" RCP
S-10A
DRAINAGE STRUCTURES
SEE ENTRANCE RD A & B
SEE DRAINAGE DETAIL SHEET
FL 9.32 (AH) (BK)
2'W X 1'H SLOT EL. 14.70 (RT)
GRATE EL. 16.93
INDEX 425-052
TYPE D MODIFIED DITCH BOTTOM INLET
STA. 524+90.00 (11.80 RT) (£ NBFR)
24" PIPE
S-10A
CONC. DITCH PAVT.
4" NON-REINFORCED
1:1.5
1:3
CONC. JACKET
24" PIPE
EXIST. 24" RCP
STA. 526+00.00
S-10A
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
SEE DRAINAGE DETAIL SHEET
FL 9.46 (BK)
FL 9.6 (AH)
2'W X 0.8'H WIDE SLOT EL. 14.65 (RT)
GRATE EL. 15.90
INDEX 425-052
TYPE D MODIFIED DITCH BOTTOM INLET
STA. 526+00.00 (12.50 RT) (£ NBFR)
£ NBFR
£ NBFR
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
37
T:\FDOT7\Projects\25688155201\drainage\drxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:45:43 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.W (D)
W (B)
BT (B)
NPW (B)
FM (B)
GAS (D)15.63 EASEMENTR/W LINE1:4
PROP. BFOC
£ SURVEY SR 55 (US 19) EL. 13.2
4" BFOC (ITS) TH-10 @ STA. 926+08.00
PROP. BE
15.48 EASEMENTW (D)
W (B)
NPW (B)
FM (B)GAS (D)R/W LINES-11A
TO
FROM
1:41:3
S-10A
S-13
£ SURVEY SR 55 (US 19) EL. 5.6
UNK BT TH-CW06 @ STA. 926+22.30
£ SURVEY SR 55 (US 19) EL. 12.8
4" BFOC (ITS) TH-15 @ STA. 926+51.40
£ SURVEY SR 55 (US 19) EL. 12.4
4" BFOC (ITS) TH-17 @ STA. 926+73.8
£ SURVEY SR 55 (US 19) EL. 13.1
3" BFOC TH-ML02 @ STA. 926+21.60
PROP. BFOC
PROP. BE
BT (B)
NB FRONTAGE RD
DRAINAGE STRUCTURES (2)
00 2020 4040 6060 8080 100100 120120140
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
S-11
S-11
STA. 526+20.00
1:1.5
CONC. DITCH PAVT.
4" NON-REINFORCED
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
EOP EL. 15.63
INDEX 425-061
DIMENSION "D" 6.5'
CLOSED FLUME INLET TYPE I (SINGLE BARREL)
STA. 526+20.00 (0.00 RT) (£ NBFR)
FL 9.9 (AH) (BK)
GRATE EL. 15.10
INDEX 425-052
TYPE D DITCH BOTTOM INLET
STA. 526+55.00 (17.80 RT) (£ NBFR)
24" PIPE
18" PIPE
STA. 526+55.00
S-11A
£ NBFR
£ NBFR
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
38
W (D)
W (B)
NPW (B)
FM (B)
14.99 EASEMENTR/W LINETO
1:4
GAS (D)
PROP. BFOC
£ SURVEY SR 55 (US 19) EL. 6.3
UNK BT VVh TH-KF10 @ STA. 926+85.40
£ SURVEY SR 55 (US 19) EL. 13.1
3" BFOC TH-ML02 @ STA. 926+21.60
£ SURVEY SR 55 (US 19) EL. 11.4
24" RCP VVh TH-CW07 @ STA. 926+84.00
£ SURVEY SR 55 (US 19) EL. 13.0
1" UNK VVh TH-25 @ STA. 927+30.50
PROP. BE
£ SURVEY SR 55 (US 19) EL. 5.6
FRONTIER BT TH-CW06 @ STA. 926+22.30
T:\FDOT7\Projects\25688155201\drainage\drxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:45:43 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.00 2020 4040 6060 8080 100100 120120140
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
NB FRONTAGE RD
DRAINAGE STRUCTURES (3)
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
S-12
S-12
STA. 527+24.30
S-13
FL 10.2 (BK)
GRATE EL. 13.70
INDEX 425-052
TYPE D DITCH BOTTOM INLET
STA. 527+24.30 (42.55 RT) (£ NBFR)
18" PIPE
S-11A
S-13
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
EOP EL. 14.65
INDEX 425-061
DIMENSION "D" 6.5'
CLOSED FLUME INLET TYPE I (DOUBLE BARREL)
STA. 527+24.30 (12.00 RT) (£ NBFR)
0.01
£ NBFR
£ NBFR
39
S-14
1:6
BT(D)
T:\FDOT7\Projects\25688155201\drainage\drxsrd03.DGNUSER: madeline.glassman 10/8/2020 4:46:40 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
ENTRANCE RD A & B
DRAINAGE STRUCTURES
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
¡ CONST. ENT. A
¡ CONST. ENT. B
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
S-9
S-9
STA. 100+45.29
IN COST OF INLET)
4" CONC. SLAB (TO BE INCLUDED
ENTRANCE ROAD A
EL. 13.2
£ SURVEY SR 55 (US 19)
8" WM TH-04 @ 923+92.50
EOP EL. 15.84
INDEX 425-061
DIMENSION "D" 4.0'
WITH ENERGY DISSIPATE BRICKS
CLOSED FLUME INLET TYPE II (DOUBLE BARREL)
STA. 100+45.29 (11.00 LT) (¡ ENT. A)
IN COST OF INLET)
4" CONC. SLAB (TO BE INCLUDED
FOR SPECIAL DITCH DETAILS
SEE DRAINAGE DETAIL SHEET
S-14
STA. 200+50.00
ENTRANCE ROAD B
EL. 12.0
£ SURVEY SR 55 (US 19)
8" WM TH-26 @ 928+13.50
EOP EL. 14.82
INDEX 425-061
DIMENSION "D" 4.0'
WITH ENERGY DISSIPATE BRICKS
CLOSED FLUME INLET TYPE II (DOUBLE BARREL)
STA. 200+50.00 (11.50 RT) (¡ ENT. B)
00 2020 4040 6060 8080 100100 120120140
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
40
£ SURVEY SR 55 (US 19)
STA. 923+37.58
BEGIN PROJECT
STA. 523+38.17
BEGIN EARTHWORKSR 55 (US 19)£ SURVEY90'SR 55 (US 19)£ SURVEY90'SR 55 (US 19)£ SURVEY90'
16.67
GAS (B)
W (D)
W (D)
W (B)
BT (B)NPW (B)
BFOC (B)
GAS (D)
FM (D)R/W LINE0.01
BT (B)
16.66 EASEMENTW (D)
W (B)
BT (B)
NPW (B)
BFOC (B)
GAS (D)R/W LINEEL. 14.761:41:4FM (D)
BT (D)
5'
0.040
16.38 EASEMENTW (D)
W (B)NPW (B)
FM (B)
GAS (D)R/W LINEBT (B)BT (B)
0.013
£ SURVEY SR 55 (US 19) EL. 12.9
4" BFOC (ITS) TH-06 @ STA. 924+93.60
PROP. BE
£ SURVEY SR 55 (US 19) EL. 6.8
FRONTIER BT TH-6A @ STA. 924+93.30
T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:47:26 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
33
NB FRONTAGE RD
CROSS SECTIONS (1)
£ NBFR
£ NBFR
00 2020 4040 6060 8080 100100 120120
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
523+52.25 0.7
0
0.0
0
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
524+50.00
17.2
32
6.0
11
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
525+00.00
0.2
16
15.9
20
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
41
SR 55 (US 19)£ SURVEY90'SR 55 (US 19)£ SURVEY89.15'SR 55 (US 19)£ SURVEY88.28'
15.98 EASEMENTW (D)
W (B)
BT (B)
NPW (B)
FM (B)
GAS (D)R/W LINE0.040
BT (B)
£ SURVEY SR 55 (US 19) EL. 12.4
4" BFOC (ITS) TH-09 @ STA. 925+91.20
PROP. BE
15.68 EASEMENTW (D)
W (D)
W (B)BT (B)
NPW (B)
FM (B)
GAS (D)R/W LINE0.040
BT (D)
£ SURVEY SR 55 (US 19) EL. 13.1
3" BFOC (ITS) TH-ML02 @ STA. 926+21.6
£ SURVEY SR 55 (US 19) EL. 13.2
4" BFOC (ITS) TH-10 @ STA. 926+08.00
PROP. BE
PROP. BFOC
15.48 EASEMENTW (D)
W (B)BT (B)NPW (B)
FM (B)
GAS (D)R/W LINE0.040
£ SURVEY SR 55 (US 19) EL. 13.1
3" BFOC TH-ML02 @ STA. 926+21.60
£ SURVEY SR 55 (US 19) EL. 12.8
4" BFOC (ITS) TH-15 @ STA. 926+51.40
PROP. BE
PROP. BFOC
£ SURVEY SR 55 (US 19) EL. 5.6
FRONTIER BT TH-CW06 @ STA. 926+22.30
T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:47:26 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
34
NB FRONTAGE RD
CROSS SECTIONS (2)
£ NBFR
£ NBFR
00 2020 4040 6060 8080 100100 120120
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
525+50.00
0.0 5.6
20
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
526+00.00
0.0
0
5.1
10
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
526+50.00
1.4
1
2.6
7
0
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
42
SR 55 (US 19)£ SURVEY88'SR 55 (US 19)£ SURVEY88'
15.12 EASEMENTW (D)
W (B)
NPW (B)
FM (B)
GAS (D)
GAS (D)R/W LINE£ SURVEY SR 55 (US 19) EL. 11.4
24" RCP SD VVh TH-CW07 @ STA. 926+84.00
£ SURVEY SR 55 (US 19) EL. 12.6
3" BFOC VVh TH-ML01 @ STA. 926+80.10
£ SURVEY SR 55 (US 19) EL. 12.4
4" BFOC (ITS) VVh TH-17 @ STA. 926+73.80
PROP. BE
PROP. BFOC
£ SURVEY SR 55 (US 19) EL. 6.3
FRONTIER BT VVh TH-KF10 @ STA. 926+85.40
15.19 EASEMENTGAS (B)
W (D)
W (B)
BT (B)
NPW (B)
FM (B)R/W LINE0.012
1:41:3
5'EL. 13.82£ SURVEY SR 55 (US 19) EL. 13.0
1" UNKNOWN UTILITY VVh TH-25 @ STA. 927+30.5
BFOC (B)BT (B)
T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:47:26 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
35
NB FRONTAGE RD
CROSS SECTIONS (3)
£ NBFR
£ NBFR
00 2020 4040 6060 8080 100100 120120
2 2
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
527+00.00
41.8
40
1.4
4
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
527+50.00
45.6
81
3.3
4
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
43
SR 55 (US 19)£ SURVEY88'SR 55 (US 19)£ SURVEY88'
STA. 528+65.02
END EARTHWORK
£ SURVEY SR 55 (US 19)
STA. 928+64.60
END PROJECT
SR 55 (US 19)£ SURVEY88'
15.54 EASEMENTGAS (B)
W (D)
W (D)
NPW (B)
BFOC (B)
FM (B)R/W LINE1:4
1:4EL. 14.050.040
BT (B)
BT (B)
BFOE (B)
5'
BFOC (B)
15.85 EASEMENTGAS (B)
W (B)
W (B)NPW (B)BFOC (B)
FM (B)
BFOT (B)R/W LINEBFOC (B)
0.021
BT (D)
15.95 EASEMENTGAS (B)
W (D)
W (B)
W (B)NPW (B)
BFOC (B)
FM (B)
BFOT (B)R/W LINEBT (D)
T:\FDOT7\Projects\25688155201\roadway\rdxsrd02.DGNUSER: madeline.glassman 10/8/2020 4:47:27 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
36
NB FRONTAGE RD
CROSS SECTIONS (4)
£ NBFR
£ NBFR
00 2020 4040 6060 8080 100100 120120
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
528+00.00
38.6
78
0.2
3
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
528+50.00
11.4
46
23.7
22
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
528+65.02
0.1
3
0.0
7
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
44
STA. 47+42.92
BEGIN EARTHWORK
END MILLING & RESURFACING£ SURVEY HARN BLVD.11.5'
T:\FDOT7\Projects\25688155201\roadway\rdxsrd01.DGNUSER: madeline.glassman 10/8/2020 4:48:11 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC EL. 17.9617.75 GAS (B)
W (B)
BT (B)
NPW (B)
BE (D)
BE (D)
BFOC (B)R/W LINER/W LINE£ SURVEY SR 55 (US 19) EL. 15.4
1.5" BT TH-01 @ STA. 926+30.60
2-4" PROP. BTV
BT (D)
BT (D)2-4" PROP. BTV EL. 17.9117.74
GAS (B)
BT (B)
BT (B)
NPW (B)
BE (D)
BE (D)
BFOC (B)R/W LINER/W LINE£ SURVEY SR 55 (US 19) EL. 14.8
12" WM TH-18 @ STA. 926+82.00
BT (D)
BT (D)2-4" PROP. BTV
2-4" PROP. BTVEL. 17.6017.55 GAS (B)
W (B)BT (B)NPW (B)
BE (D)
BE (D)
BFOC (B)R/W LINER/W LINEEL. 14.3
£ SURVEY SR 55 (US 19)
4" BT TH-02 @ STA. 926+31.10PROP. NPW
PROP. GM
2-4" PROP. BTV
BT (D)
BT (D)
31
HARN BLVD.
CROSS SECTIONS (1)
¡ CONST. HARN BLVD.
¡ CONST. HARN BLVD.
00 2020 4040 6060 8080 100100 120120
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
47+42.92
9.0
0
0.8
0
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
47+50.00
10.2
3
1.2
0
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
48+00.00
12.6
21
6.7
7.0
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
45
11.5'HARN BLVD.£ SURVEY11.5'HARN BLVD.£ SURVEY£ SURVEY HARN BLVD.11.5'
T:\FDOT7\Projects\25688155201\roadway\rdxsrd01.DGNUSER: madeline.glassman 10/8/2020 4:48:11 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC EL. 17.2817.31
W (B)
BE (D)
BFOC (B)R/W LINER/W LINE1:4£ SURVEY SR 55 (US 19) EL. 12.4
2" UNK TH-ML06 @ STA. 926+21.90
£ SURVEY SR 55 (US 19) EL. 15.1
1" BE TH-ML04 @ STA. 926+25.50
EL. 14.9
£ SURVEY SR 55 (US 19)
@ STA. 926+31.10
1-1" & 1-1.25" BT TH-ML03
£ SURVEY SR 55 (US 19) EL. 17.5
4" BT TH-ML05 @ STA. 926+23.50
£ SURVEY SR 55 (US 19) EL. 16.1
2" GM TH-ML07 @ STA. 926+20.20
£ SURVEY SR 55 (US 19) EL. 10.9
8" NPW TH-ML08 @ STA. 926+17.80
£ SURVEY SR 55 (US 19) EL. 13.6
8" SAN. SEWER TH-19A @ STA. 926+77.90
PROP. GM
2-4" PROP. BTV
BT (D)
2-4" PROP. BTV
NPW
PROP. EL. 16.9617.01
BE (D)
BFOC (B)R/W LINER/W LINE1:41:4£ SURVEY SR 55 (US 19) EL. 20.0
12" WM TH-20 @ STA. 926+86.40
£ SURVEY SR 55 (US 19) EL. 14.1
2" BFOC TH-KF06 @ STA. 926+20.60
£ SURVEY SR 55 (US 19) EL. 14.5
2-4" BT TH-KF03 @ STA. 926+24.00
£ SURVEY SR 55 (US 19) EL.14.2
1" BE TH-KF04 @ STA. 926+25.70
£ SURVEY SR 55 (US 19) EL. 11.9
8" NPW TH-KF01 @ STA. 926+16.20
£ SURVEY SR 55 (US 19) EL. 14.3
2" GM TH-KF05 @ STA. 926+20.00
£ SURVEY SR 55 (US 19) EL. 15.1
2" GM TH-KF02 @ STA. 926+21.20
PROP. NPW
PROP. GM
2-4" PROP. BTV
2-4" PROP. BTV
BT (D)EL. 16.6416.68
GAS (B)
BT (B)
NPW (B)
BFOC (B)R/W LINER/W LINE1:41:4£ SURVEY SR 55 (US 19) EL. 14.3
1.5" UNKNOWN TH-20A @ STA. 926+86.70
£ SURVEY SR 55 (US 19) EL.14.4
12" WM TH-21 @ STA. 926+87.70
£ SURVEY SR 55 (US 19) EL. 14.2
1.5" UNKNOWN TH-21A @ STA. 926+87.10
£ SURVEY SR 55 (US 19) EL. 14.5
2.5" BFOE (ITS) TH-22 @ STA. 926+82.70
PROP. NPWPROP. GM
2-4" PROP. BTV
BT (D)BT (D)
32
HARN BLVD.
CROSS SECTIONS (2)
¡ CONST. HARN BLVD.
00 2020 4040 6060 8080 100100 120120
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
48+50.00
9.0
20
0.5
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
49+00.00
15.5
23
0.4
1
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
49+50.00
12.6
26
0.5
1
¡ CONST. HARN BLVD.
7.0
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
RAMPS AND LANDINGS
PEDESTRIAN BRIDGE
46
11.5'HARN BLVD.£ SURVEYSTA. 50+00.00
END EARTHWORK
END CONST.EL. 16.7916.79
W (B)
W (B)
BFOC (B)
£ SURVEY SR 55 (US 19) EL. 5.3
UNK. SIZE SAN. SEWER TH-23 @ STA. 926+88.20
£ SURVEY SR 55 (US 19) EL. 13.6
6-4" BT TH-CW02 @ STA. 926+21.70
£ SURVEY SR 55 (US 19) EL. 15.5
1" NPW TH-CW05 @ STA. 926+13.90
£ SURVEY SR 55 (US 19) EL. 14.6
8" NPW TH-CW04 @ STA. 926+17.40
£ SURVEY SR 55 (US 19) EL. 12.0
2" BFOC TH-KFO7 @ STA. 926+20.80
£ SURVEY SR 55 (US 19) EL. 14.2
2" GM TH-CW03 @ STA. 926+21.40
£ SURVEY SR 55 (US 19) EL. 13.6
6-4" BT TH-CW01 @ STA. 926+23.10
PROP. GM
T:\FDOT7\Projects\25688155201\roadway\rdxsrd01.DGNUSER: madeline.glassman 10/8/2020 4:48:12 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
00 2020 4040 6060 8080 100100 120120
4 4
6 6
8 8
10 10
12 12
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
50+00.00
0.0
12
0.0
HARN BLVD.
CROSS SECTIONS (3)
¡ CONST. HARN BLVD.
¡ CONST. HARN BLVD.
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
0.0
47
T:\FDOT7\Projects\25688155201\roadway\RDXSRD_ENTA_01.dgnUSER: madeline.glassman 10/8/2020 4:49:16 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
¡ CONST. ENT. A
¡ CONST. ENT. A
00 2020 4040 6060 8080 100100 120120
16 16
100+00.00
0.0
0
0.0
0
16 16
18 18
20 20
22 22
24 24
100+25.00
44.3
21
0.0
0
16 16
18 18
20 20
22 22
24 24
100+50.00
32.2
35
0.0
0
16 16
18 18
20 20
100+75.00
15.4
22
0.1
0
ENTRANCE A DRIVEWAY
CROSS SECTIONS (1)
STA. 100+00.00
BEGIN EARTHWORK 14
12
10
14
12
10
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
16.74 G(B)
W(B)EASEMENT1:61:6
16.86EL. 16.20G(B)
W(B)EASEMENT1:61:6
17.02EL. 16.07Exist. Wall
EL. 13.2
£ SURVEY SR 55 (US 19)
8" WM TH-04 @ STA. 923+92.05 1:61:6
16.45EL. 16.24Exist. Wall
48
T:\FDOT7\Projects\25688155201\roadway\RDXSRD_ENTA_01.dgnUSER: madeline.glassman 10/8/2020 4:49:17 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
¡ CONST. ENT. A
¡ CONST. ENT. A
00 2020 4040 6060 8080 100100 120120
16 16
18 18
20 20
101+00.00
12.3
13
0.0
0
16 16
18 18
20 20
101+06.64
0.0
2
0.0
0
ENTRANCE A DRIVEWAY
CROSS SECTIONS (2)
STA. 101+06.64
END EARTHWORK
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
1:61:616.45EL. 16.42Exist. Wall
16.47
Exist. Wall
49
00 2020 4040 6060 8080 100100 120120
200+00.00
0.0
0
0.0
0
16 16
200+25.00
28.3
13
2.3
1
200+50.00
7.2
16
0.9
1
12 12
14 14
16 16
18 18
200+75.00
4.5
5
0.0
0
ENTRANCE B DRIVEWAY
CROSS SECTIONS (1)
16
STA. 200+00.00
BEGIN EARTHWORK 14
12
10
14
16
12
18
14
12
18
12
14
18
10
12
14
16
12
14
16
18
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
T:\FDOT7\Projects\25688155201\roadway\RDXSRD_ENTB_02.dgnUSER: madeline.glassman 10/8/2020 4:50:02 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
¡ CONST. ENT. B
¡ CONST. ENT. B
15.72
W(D)
15.69
1:6
W(D)
BT(D)EL. 15.391:6
15.29
BT(D)
£ SURVEY SR 55 (US 19) EL. 12.0
8" WM TH-26 @ STA. 928+13.50EL. 15.051:6 1:6
15.39
1:6
W(D)BT(D)EL. 15.310.016
50
00 2020 4040 6060 8080 100100 120120
12 12
14 14
16 16
18 18
200+87.00
0.0
1
0.0
0
ENTRANCE B DRIVEWAY
CROSS SECTIONS (2)
STA. 200+87.00
END EARTHWORK
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
T:\FDOT7\Projects\25688155201\roadway\RDXSRD_ENTB_02.dgnUSER: madeline.glassman 10/8/2020 4:50:03 PM Rdxsrd_shg
A
Regular Exc.Embankment
AV V
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
¡ CONST. ENT. B
¡ CONST. ENT. B
15.43
BT(D)W(D)
51
T:\FDOT7\Projects\25688155201\roadway\RDXSRD03.dgnUSER: madeline.glassman 10/8/2020 4:50:04 PM Rdxsrd_shg
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.0.02 0
.05R/W LINE17.56
4'0.0217.26W (B)BT (B)
BE (D)BFOC (B)
G-18R/W LINE0.02 0.02
17.26
0.03
5.77'16.91W (B)
BE (D)BFOC (B)
G-17
£ SURVEY SR 55 (US 19) EL. 13.6
8" SAN. SEWER TH-19A @ STA. 926+77.90
00 2020 4040 6060 8080 100100 120120140
17 17
19 19
21 21
23 23
25 25
15 15
47+96.00
15 15
17 17
19 19
21 21
23 23
25 25
48+59.00
¡ CONST. HARN BLVD.
¡ CONST. HARN BLVD.
DRIVEWAY
HALF SECTIONS
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
1" = 10' VERT.
1" = 20' HORIZ.SCALE:
52
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\SWPPRD01.DGNUSER: madeline.glassman 10/8/2020 4:50:07 PM Default
STORMWATER POLLUTION
PREVENTION PLAN (1)
NPDES
STATE AND FEDERAL REGULATIONS: PERMITS WILL BE REQUIRED FROM THE FOLLOWING AGENCIES:(12)
OTHER SURFACE WATERS OR WATERS OF THE U.S.
UNAUTHORIZED MATERIALS SHALL BE PREVENTED FROM ENTERING WETLANDS, WATERWAYS, (e)
ROADWAY.
BE CONSTRUCTED DURING THE INITIAL PHASE OF CONSTRUCTION AND USED DURING CONSTRUCTION OF THE
PROPOSED SEDIMENT BASINS, CONTAINMENT SYSTEMS AND/OR STORMWATER MANAGEMENT FACILITIES SHALL
AND/OR TO PERMANENT STORMWATER MANAGEMENT FACILITIES (TREATMENT AND ATTENUATION PONDS). THE
STORMWATER RUNOFF SHALL BE CONVEYED TO EITHER TEMPORARY SEDIMENT BASINS, CONTAINMENT SYSTEMS(d)
PERMANENT STORMWATER MANAGEMENT CONTROLS. THESE ARE SHOWN ON THE ROADWAY PLANS.
LOCATION OF PERMANENT CONTROLS: THE CONVEYANCE SWALES AND STORMWATER PONDS ARE THE PRIMARY(c)
MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS.
ADDITIONAL FLOW, IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING
OFFSITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE. THIS (b)
IMPROVEMENTS SHALL NOT MODIFY OR AFFECT THE EXISTING OFFSITE FLOW PATTERNS.
EXISTING DRAINAGE FLOWS ARE DEPICTED IN THE PROJECT ROADWAY PLANS. THE PROPOSED ROADWAY (a)
(11) DESCRIPTION OF STORMWATER MANAGEMENT (EXISTING/PROPOSED)
PROJECT.
WETLAND AND/OR SURFACE IMPACTS ARE LIMITED TO THE AREAS DESCRIBED IN THE APPROVED PERMITS FOR THE(10)
82° 43' 49.7" W27° 56' 45.5" N2.9 ACEX-6
82° 43' 48.1" W27° 56' 45.7" N1.2 ACEX-4
82° 43' 47.5" W27° 56' 44.7" N1.4 ACEX-1
LONGITUDELATITUDE DRAINAGE AREARECEIVING STRUCTURE
(9) OUTFALL LOCATIONS: (TEMPORARY AND PERMANENT)
TMDL FOR IMPAIRMENT DUE TO FECAL COLIFORM.
THIS FACILITY DOES DISCHARGE TO WATERS LISTED ON THE EPA APPROVED FDEP VERIFIED LIST OR ADOPTED
WBID 1604 - ALLEN CREEK
(8) RECEIVING WATERS:
(a) PROJECT PLANS AND CROSS SECTIONS SHOW EXISTING DRAINAGE FLOW PATTERNS
(7) ESTIMATED DRAINAGE FLOW DIRECTION AND AVERAGE SLOPE OF DRAINAGE AREA FOR EACH OUTFALL:
REFERENCE: NRCS SOIL SURVEY FOR PINELLAS COUNTY, FLORIDA
1.0A/DMYAKKA
2.3BMATLACHA AND ST. AUGUSTINE
2.8AADAMSVILLE
DEPTH TO SHWEHYDROLOGIC GROUPSOIL TYPE
GROUND OR AT LEAST 3' BELOW EXISTING GROUND.
HYDROLOGIC GROUP A AND A/D, AND DEPTH TO SEASONAL HIGH WATER ELEVATION BEING EITHER NEAR EXISTING
THE SOILS ALONG THE ROADWAY ARE CLASSIFIED AS MODERATELY WELL DRAINED TO VERY POORLY DRAINED , WITH
(6) DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE:
SHOULDER AREAS.
OF SOIL IS DISTURBED DURING CONSTRUCTION AND THE REMAINING AMOUNT IS THE EXISTING IMPERVIOUS AND GRASSED
THE RUNOFF COEFFICIENT DURING CONSTRUCTION, Cw (D), IS CALCULATED ASSUMING THAT THE MAXIMUM ALLOWABLE AREA
AFTER: Cw (A) = 0.78DURING: Cw (D) = 0.82BEFORE: Cw (B) = 0.81
DISTURBED AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION: C=0.40
IMPERVIOUS ROADWAYS AND PAVED SHOULDERS: C=0.95
RUNOFF COEFFICIENT FOR GRASSED SHOULDERS ADJACENT TO ROADWAY: C=0.25
(5) RUNOFF COEFFICIENTS BEFORE Cw (B) , DURING Cw (D) AND AFTER Cw (A) CONSTRUCTION:
CONSTRUCTION ACTIVITIES IS 1.3 ACRES.
THE ESTIMATED TOTAL PROJECT AREA IS 1.3 ACRES. THE ESTIMATED TOTAL AREA TO BE DISTURBED DURING
(4) PROJECT AREAS:
PHASES OF CONSTRUCTION.
PROVIDE POLLUTION CONTROL BY IMPLEMENTING DUST CONTROL DURING ALL (f)
VEGETATION IS ESTABLISHED.
DO NOT REMOVE PERIMETER CONTROLS UNTIL ALL UPSTREAM AREAS ARE FULLY STABILIZED AND PERMANENT(e)
TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANGES OR WEATHER EVENTS.(d)
DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED. (c)
FOR THE CONSTRUCTION PHASE.
FOR EACH CONSTRUCTION PHASE, COVER OR STABILIZE DISTURBED AREAS BEFORE BEGINNING OTHER WORK(b)
TO BEGINNING WORK ON THAT PHASE.
ALL EROSION AND SEDIMENT CONTROL DEVICES FOR EACH PHASE OF WORK ARE TO BE INSTALLED PRIOR (a)
(3) LIST OF INTENDED ACTIVITIES:
THE IMPLEMENTATION OF ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES FROM THE CONTRACTOR.
PROVIDE IF ANY MODIFICATIONS OR ADDITIONAL CONTROLS ARE REQUIRED AND OBTAIN DEPLOYMENT SCHEDULES FOR(d)
REVIEW MANUAL (E&SC MANUAL) LATEST EDITION.
THE FDOT STANDARD INDEXES AND THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND
APPLICABLE EROSION AND SEDIMENT CONTROL DEVICES AND IMPLEMENTATION PROCEDURES ARE SUPPLIED IN (c)
DIRECTED BY THE ENGINEER.
MODIFY THE PLAN OR MATERIALS TO ADAPT TO SEASONAL VARIATIONS, CONSTRUCTION ACTIVITY VARIATIONS, OR AS (b)
PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE PROJECT.
SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARY AND
(a) IN THE CONTRACTOR'S SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN PREPARE A DETAILED CONSTRUCTION
(2) INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
THE TOTAL PROJECT LENGTH IS 600 FEET.
THIS PROJECT PROPOSES TO CONSTRUCT A NEW PEDESTRAIN BRIDGE OVER SR 55 (US 19) AT HARN BLVD., IN PINELLAS COUNTY.
(1) NATURE OF CONSTRUCTION ACTIVITY:
I. SITE DESCRIPTION:
53
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\drainage\SWPPRD01.DGNUSER: madeline.glassman 10/8/2020 4:50:08 PM Default
FOR CHANNEL STABILIZATION.
USED TO STABILIZE DRAINAGE CHANNELS. CONSULT E&SC MANUAL TO DETERMINE CORRECT PRODUCT TYPE (3)
SLOPES OR IN DITCHES.
COULD INCLUDE BIODEGRADABLE EROSION CONTROL BLANKETS INSTALLED ON A SEEDED AREA, ON FILL
USED FOR EROSION CONTROL THAT FACILITATES PLANT GROWTH WHILE PERMANENT GRASS IS ESTABLISHED. (2)
INCLUDE NATURAL OR SYNTHETIC FIBER MATS, PLASTIC SHEETING OR NETS.
USED FOR PAUSES IN CONSTRUCTION DUE TO INCLEMENT WEATHER OR OTHER CIRCUMSTANCES. COULD (1)
TO PROTECT DISTURBED SLOPE SURFACES AGAINST EROSION DUE TO RAINFALL OR FLOWING WATER.PURPOSE:
ROLLED EROSION CONTROL PRODUCTS (ARTIFICIAL COVERINGS) (a)
STRUCTURAL PRACTICES FOR EROSION AND SEDIMENT CONTROL(3)
ACHIEVED.
SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF THE PROJECT HAS BEEN
ANY TEMPORARY MATERIAL USED FOR POLLUTION OR EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION(c)
TEMPORARILY OR PERMANENTLY.
ACTIVITIES HAVE CEASED, BUT NO LATER THAN 7 DAYS AFTER ANY CONSTRUCTION ACTIVITY CEASES EITHER
STABILIZATION SHALL TAKE PLACE AS SOON AS PRACTICAL IN PORTIONS OF THE PROJECT WHERE CONSTRUCTION(b)
DESIGNER AND REVIEW MANUAL (E&SC MANUAL), LATEST EDITION.
METHOD OF STABILIZATION INCLUDED IN THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL
SIDE SLOPES SHALL BE STABILIZED WITH PERFORMANCE SODDING OR SEEDING OR ANY OTHER APPROVED
CONTROL PRODUCTS. WHEN CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
USING VEGETATION, APPLYING MULCHES, SODDING, SEEDING, BMP’S AND THE USE OF ROLLED EROSION
STABILIZATION MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO MAINTAINING, ESTABLISHING AND (a)
(2) STABILIZATION PRACTICES:
THE PROJECT ENGINEER.
WATER QUALITY MONITORING MAY BE CONDUCTED DURING ANY PHASE OF CONSTRUCTION AS DIRECTED BY(d)
THAN 0 NTU’S ABOVE BACKGROUND FOR DIRECT DISCHARGES TO OFW’S).
TURBIDITY READINGS FALL BELOW AN ACCEPTABLE LEVEL (LESS THAN 29 NTU’S ABOVE BACKGROUND OR LESS
TURBIDITY READINGS SHALL BE RECORDED ON THE CONSTRUCTION INSPECTION REPORT AND CONTINUED UNTIL
AND APPROVED BY THE ENGINEER PRIOR TO ANY CONTINUATION OF ACTIVITY. MONITORING ACTIVITIES AND
ENVIRONMENTAL PERMIT CONDITIONS FOLLOWED AND EROSION AND SEDIMENT CONTROL DEVICES REEVALUATED
IF WATER QUALITY STANDARDS ARE VIOLATED, CONSTRUCTION SHALL BE STOPPED IMMEDIATELY, THE(c)
THAN 0 NTU'S ABOVE BACKGROUND FOR DIRECT DISCHARGE TO OFW'S).
STANDARDS AS THEY RELATE TO TURBIDITY (NO GREATER THAN 29 NTU'S ABOVE BACKGROUND OR GREATER
THE CONTRACTOR WILL BE RESPONSIBLE FOR MONITORING ANY ACTIVITIES FOR VIOLATION OF WATER QUALITY (b)
ENVIRONMENTAL PERMIT OR MAY BE DESIGNATED AND APPROVED BY THE PROJECT ADMINISTRATOR.
MAY BE VIOLATED BY CONSTRUCTION ACTIVITIES. MONITORING LOCATIONS MAY BE SPECIFIED IN THE
ENVIRONMENTAL PERMIT OR BY THE CONTRACTOR UPON THE OBSERVATION THAT WATER QUALITY STANDARDS
WATER QUALITY MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIAL CONDITIONS OF ANY(a)
(1) WATER QUALITY MONITORING:
SEDIMENT AND EROSION CONTROLS
II. CONTROLS:
USE THE SWPPP CONSTRUCTION INSPECTION REPORT FORM # 650-040-03, FOR DAILY INSPECTIONS.(3)
EROSION AND SEDIMENT CONTROL DEVICES OR LUMP SUM COST OF THE PROJECT.
CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE INDIVIDUAL COSTS OF THE
PREPARATION OF ALL THE CONTRACTOR’S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED FOR THE(2)
REQUIRED REPORTS AND COMPLETE ALL SWPPP INSPECTION FORMS.
MAINTENANCE OR REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. MAINTAIN ALL
SUBMIT A WEEKLY REPORT TO THE DEPARTMENT DOCUMENTING THE DAILY INSPECTIONS AND (1)
V. TRACKING AND REPORTING:
F.D.E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS.
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED DAILY BY CONTRACTOR’S PERSONNEL WHO ARE (1)
IV. INSPECTION:
IMPEDE THE USEFULNESS OF THE STRUCTURE.
SOIL TRACKING PREVENTION DEVICES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY (2)
STORMWATER FLOW OR DRAINAGE.
SEDIMENT BARRIERS SHALL BE MAINTAINED TO ENSURE THEIR USEFULNESS AND NOT BLOCK OR IMPEDE (1)
THE LIFE OF THE INSTALLED EROSION AND SEDIMENT CONTROL DEVICES.
CONTROL DEVICES WHEN NOTICE OF TERMINATION IS MAILED AND PROPERLY DISPOSAL OF SEDIMENT BUILDUP THROUGH
MAINTAIN AND REPAIRS OF ALL EROSION AND SEDIMENT CONTROL DEVICES AND REMOVAL OF EROSION AND SEDIMENT
III. MAINTENANCE:
IN THE GROUND.
POST MUST BE A MINIMUM LENGTH OF 5.0' AND A MINIMUM OF 10" OF FABRIC MUST BE EMBEDDED(3)
MAXIMUM DEPTH OF PANEL IS 3'-8''.(2)
WHERE WATER CURRENTS MOVE THE CURTAIN AND DISLODGE COLLECTED SEDIMENTS.
COMMONLY USED IN LAKES AND STREAMS AS A SEDIMENT CONTAINMENT SYSTEM. SHOULD NOT BE USED(1)
THE NATURAL CONTOURS AND DRAINAGE RUNOFF PATTERNS.
THIS ITEM IS COMMONLY USED IN AREAS WHERE CONTINUOUS CONSTRUCTION ACTIVITIES CHANGEPURPOSE:
STAKED TURBIDITY BARRIER(d)
CONCENTRATED FLOW OR IN FLOWING STREAMS.
OF CULVERTS WITH CONCENTRATED FLOW, IN FRONT OF OR AROUND INLETS ON A GRADE WITH
CHANNELS WITH CONCENTRATED FLOW (UNLESS PROPERLY REINFORCED), UPSTREAM OR DOWNSTREAM
INAPPROPRIATE LOCATIONS FOR THESE SAME MEASURES INCLUDE PARALLEL TO A HILLSIDE CONTOUR, IN(3)
UNDERGOING VERTICAL OR BOX CULVERT CONSTRUCTION ACTIVITIES.
BANKS, AROUND DRAINS AND INLETS LOCATED IN LOWPOINTS OR THE DOWNSTREAM EDGE OF AREAS
EROSION, BELOW THE TOE OF EXPOSED AND ERODIBLE SLOPES, ALONG THE TOE OF STREAM AND CHANNEL
APPROPRIATE LOCATIONS INCLUDE SITE PERIMETER, BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL(2)
STORM SEWER INLET BARRIERS, ROCK BARRIERS, GEOSYNTHETIC BARRIERS, ETC.
THESE CONSTRUCTION BMP’S CAN INCLUDE SYNTHETIC BALES, STAKED SILT FENCE, TURBIDITY BARRIER,(1)
SEDIMENT CONTAINMENT SYSTEM OR AS A METHOD TO REDUCE FLOW VELOCITY.
CONSTRUCTION ACTIVITIES OCCUR. SMALLER SEDIMENT BARRIERS MAY FUNCTION AS A SMALL
SEDIMENT BARRIERS EITHER OBSTRUCT FLOW OR PREVENT THE PASSAGE OF WATER WHILEPURPOSE:
SEDIMENT BARRIERS (TEMPORARY CONSTRUCTION SITE BMP'S)(b)
PROVIDING SOIL TRACKING PREVENTION DEVICES AT ALL INGRESS/EGRESS LOCATIONS.(4)
RRR PROJECTS SHOULD BE HANDLED ON A CASE BY CASE BASIS. (3)
OF WAY AND NO ACCESS IS PROVIDED THROUGH A SOIL TRACKING PREVENTION DEVICE.
USE ADDITIONAL DEVICES FOR CONSTRUCTION AREAS THAT ARE NOT ADJACENT TO THE ROAD RIGHT(2)
USE ONE DEVICE PER MILE WITH A MINIMUM OF TWO PER PROJECT.(1)
VEHICLE TIRES BEFORE THE VEHICLES ENTER THE ROADWAY.
TEMPORARY STRUCTURES TO ASSIST WITH THE REMOVAL OF SOIL MATERIAL CAPTURED ONPURPOSE:
SOIL TRACKING PREVENTION DEVICE(h)
FLOODING COULD ENCROACH INTO THE TRAVEL LANES.
SHOULD NOT BE USED WHEN CONSTRUCTION IS COMPLETE AND SHOULD NOT BE USED IN AREAS WHERE(3)
CONDITIONS EXIST.
SHOULD BE INSTALLED ONLY WHEN CONSTRUCTION ACTIVITIES ARE ON-GOING AND ONLY WHERE SUMP(2)
INLET INSET.
BARRIER, CURB INLET DIVERSION BERM, CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM OR CURB
TYPICAL APPLICATIONS INCLUDE ROCK BARRIERS, FRAME AND FILTER BARRIERS, CURB INLET "SUMP"(1)
AN INLET OR TRAP THE SEDIMENTS ONCE THEY ENTER THE INLET.
ANY OF A NUMBER OF SEDIMENT BARRIERS THAT EITHER PREVENT SEDIMENT FROM ENTERINGPURPOSE:
INLET PROTECTION SYSTEM(g)
ENCOUNTERED, CONTACT THE DISTRICT CONTAMINATION IMPACT COORDINATOR AT 813-975-6923.
SURFACE WATERS. IF A SPILL DOES OCCUR, OR IF CONTAMINATED SOIL OR GROUNDWATER IS
POLLUTANTS (FUEL, LUBRICANTS, HERBICIDES, ETC.) FROM SPILLING ONTO THE SOIL OR INTO THE
WHAT MANAGEMENT PRACTICES AND CONTAINMENT METHODS WILL BE USED TO PREVENT POTENTIAL
INCLUDE SPILL CONTAINMENT, REPORTING, AND RESPONSES. THE PLAN SHALL SPECIFY
DISCHARGES AND DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION. THE PLANS SHALL
THE SITE SPECIFIC EROSION CONTROL PLAN SHALL IDENTIFY ALL ANTICPATED NON-STORMWATER
NON-STORMWATER (INCLUDING SPILL REPORTING)(5)
USING WATER TRUCKS DURING DUST GENERATING ACTIVITIES.(c)
EXCESS DIRT ON ROAD WILL BE REMOVED DAILY.(b)
LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN AT ALL TIMES.(a)
OFFSITE VEHICLE TRACKING - WILL BE CONTROLLED BY THE FOLLOWING METHODS:(4)
STORMWATER POLLUTION
PREVENTION PLAN (2)
54
5'TEMPORARY PEDESTRIAN RAMP DETAIL
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCGNRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:10 PM Default
40
TEMPORARY TRAFFIC
CONTROL PLANS (1)
GENERAL NOTES
PEDESTRIAN LCD
LEVEL
Conc. Swk.
Exist.
F C & G
Exist. Type
PED. RAMP
CONST. TEMP.
5'
Conc. Swk.
Exist.
F C & G
Exist. Type
LEVEL
1:12PED. RAMP
CONST. TEMP.
PEDESTRIAN LCD
PEDESTRIAN LCD
SEE TTCP SHEETS FOR LOCATIONS
5'
*EXCEPT DURING OVERHEAD CONSTRUCTION WHEN TEMPORARY DIVERSION IS BEING UTILIZED, THEN 25 MPH WILL BE MAINTAINED.
30 MINUTES FROM THE TIME OF NOTIFICATION.
IMPROVEMENT OR MODIFICATION OF ALL TEMPORARY TRAFFIC CONTROL DEVICES, INCLUDING TEMPORARY LIGHTING, SHALL BE MADE WITHIN
BY THE ENGINEER WITHOUT DELAY. RESPONSES TO ANY REQUESTS MADE BY THE ENGINEER FOR CORRECTION,
LANE CLOSURES OR CHANNELIZATIONS SHOWN IN THE PLANS. NECESSARY ADJUSTMENTS SHALL BE MADE, AS DIRECTED
TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE THE ENGINEER TO RESTRICT OR REMOVE9.
AVAILABLE FOR THE CONSTRUCTION OF THAT AREA.
THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL, AND EQUIPMENT ARE8.
(24) HOURS IN ADVANCE OF PERFORMING ANY LANE CLOSURES OR DETOURS
NOTIFY ALL LOCAL LAW ENFORCEMENT, EMERGENCY/RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY TWENTY-FOUR7.
SUBMITTAL MATERIAL SHALL INCLUDE SKETCHES, CALCULATIONS AND OTHER DATA REQUIRED BY THE ENGINEER.
SUBMITTED IN WRITING TO THE ENGINEER AND APPROVAL SHALL BE OBTAINED TWENTY-ONE (21) DAYS PRIOR TO COMMENCEMENT OF WORK.
TRAFFIC DISRUPTIONS THAT ARE NOT SHOWN ON THE TRAFFIC CONTROL PLAN, BUT THAT ARE NECESSARY TO CONSTRUCT THE PROJECT, SHALL BE6.
SHALL BE PLACE SEVEN (7) DAYS IN ADVANCE OF THE EVENT.
PRIOR TO CHANGING THE MESSAGES ON THE SIGNS. A PCMS THAT INDICATES AN UPCOMING EVENT (I.E. CONSTRUCTION, LANE CLOSURES, OR DETOURS)
SEE PLANS FOR LOCATIONS OF PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS). ALTERNATE MESSAGES MUST BE REVIEWED AND APPROVED BY THE ENGINEER5.
ARROWS SHOWN ON PLANS INDICATE DIRECTION OF TRAFFIC. THEY DO NOT REPRESENT PAVEMENT MARKINGS UNLESS SPECIFICALLY NOTED.4.
(5-MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY THE ENGINEER.
AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION3.
SR 55 (US 19): LANE CLOSURES AND DETOURS ARE ALLOWED BETWEEN 10:00 PM AND 6:00 AM
LANE CLOSURE AND DETOUR RESTRICTIONS ARE AS FOLLOWS:2.
NB AND SB FRONTAGE RD: 35 MPH*
HARN BLVD: 25 MPH
THE EXISTING POSTED REGULATORY SPEED LIMIT SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHERE SHOWN IN THE PLANS.1.
==================
TTCP GENERAL NOTES
55
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCGNRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:10 PM Default
PHASING NOTES
41
TEMPORARY TRAFFIC
CONTROL PLANS (2)
SIMILARLY, PHASE II AND PHASE IV MAY BE DONE CONCURRENTLY.
PHASE I AND PHASE III MAY BE DONE CONCURRENTLY.NOTES:
APPLY FINAL PAVEMENT MARKINGS AFTER ASPHALT CURING PERIOD IN ACCORDANCE WITH STANDARD PLANS INDEX 102-603. 3.
MILL AND RESURFACE THE NORTHBOUND AND SOUTHBOUND FRONTAGE ROADS, AND HARN BLVD. PER THE ROADWAY PLANS.2.
INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603.1.
PHASE VIII - SR 55 (US 19) NB & SB FRONTAGE ROAD, HARN BLVD.
THE NB FRONTAGE RD.
CONSTRUCT NEW SECTIONS OF MEDIAN BARRIER WALL AND PROPOSED SIGN STRUCTURE BETWEEN SR 55 AND3.
INSTALL BARRIER WALL AND UTILIZE DETOUR AS DETAILED IN THE TTCP SHEETS.2.
MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-602, 102-612.1.
PHASE VII - SR 55 (US 19) NB FRONTAGE ROAD, SR 55.
AND DRIVEWAY CONNECTIONS.
BETWEEN ENTRANCE A AND THE END OF THE PEDESTRIAN BRIDGE RAMP, AS WELL AS COMPLETE TURN LANE
OF SR 55 (US 19). CONSTRUCT NEW CURB AND GUTTER AND SIDEWALK ALONG THE NB US 19 FRONTAGE ROAD
CLEAR TEMPORARY DIVERSION AND CONSTRUCT THE PEDESTRIAN BRIDGE APPROACH RAMPS ON THE EAST SIDE2.
MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601, 102-612.1.
PHASE VI - SR 55 (US 19) NB FRONTAGE RD.
NOTE: TEMPORARY DIVERSION TO BE USED ONLY DURING ACTIVE CONSTRUCTION ACTIVITIES OVER THE NB FRONTAGE ROAD.
MAINTAIN TRAFFIC ALONG THE NB FRONTAGE RD. AS DETAILED IN THE TTCP SHEETS.2.
INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603, 102-601.1.
PHASE V-B - OVERHEAD WORK (NON ACTIVE)
NOTE: TEMPORARY DIVERSION TO BE USED ONLY DURING ACTIVE CONSTRUCTION ACTIVITIES OVER THE NB FRONTAGE ROAD.
COMPLETE ALL OVERHEAD WORK OVER SR 55 (US 19), NB FRONTAGE RD AND SB FRONTAGE RD.
UTILIZING NIGHT TIME LANE CLOSURES AND DETOURS AND TEMPORARY DIVERSION AS DETAILED IN THE TTCP SHEETS2.
INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603, 102-601.1.
PHASE V-A - OVERHEAD WORK (ACTIVE)
TO BE USED DURING OVERHEAD WORK ABOVE THE NB FRONTAGE RD.
TEMPORARY CONNECTION TO THE NEWLY ENTRANCE B AS SHOWN IN THE TTCP SHEETS
TEMPORARY DRAINAGE, PORTIONS OF ENTRANCE A, AS WELL AS TEMPORARY PAVEMENT DIVERSION AND
DIVERT TRAFFIC TO THE NEWLY CONSTRUCTED ENTRANCE, AND CONSTRUCT PEDESTRIAN BRIDGE MAIN PIER,2.
MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601.1.
PHASE IV - SR 55 (US 19) NB FRONTAGE RD.
AS SHOWN IN TTCP SHEETS.
CONSTRUCT PORTIONS OF ENTRANCE B AND TURN LANE TO BAY COVE APARTMENTS ALONG THE NB US 19 FRONTAGE ROAD,3.
REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS.2.
INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-601.1.
PHASE III - SR 55 (US 19) NB FRONTAGE RD.
UTILIZE DETOUR TO REROUTE EASTBOUND TRAFFIC ON HARN BLVD.
APPROACH RAMPS, CURB RAMPS, SIDEWALK, AND DRAINAGE ON THE SOUTH SIDE OF HARN BLVD.
SHIFT WESTBOUND TRAFFIC TO THE NORTH SIDE OF HARN BLVD. TO ALLOW CONSTRUCTION OF PEDESTRIAN BRIDGE2.
MAINTAIN ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-603.1.
PHASE II - HARN BLVD.
SHIFT TRAFFIC SOUTH, AND RECONSTRUCT CURB RAMPS, SIDEWALK, AND DRAINAGE ALONG THE NORTH SIDE OF HARN BLVD.3.
REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS.2.
INSTALL ADVANCE WARNING SIGNS PER THE ADVANCE WARNING DETAIL AND STANDARD PLANS 102-602 AND 102-603.1.
PHASE I - HARN BLVD.
=============
PHASING NOTES
56
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCDTRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:15 PM Default
DETOUR DETOUR DETOUR
DETOUR
END
DETOUR
G H
Work Zone Sign
Type III Barricade
Message Sign
Portable Changeable (Variable)
I J
L
TO
ROAD CLOSED
THRU TRAFFIC CLOSED
ROAD
M
K
19 19 19 19
TEMPORARY TRAFFIC
CONTROL PLANS (3)
SR 55 (US 19) DETOUR
DETOUR DETOUR DETOUR DETOUR
B C D E
19 19 19 19
SOUTH SOUTH SOUTH SOUTH NORTH NORTH NORTH NORTH
Work Zone
OVERHEAD CONSTRUCTION ACTIVITIES.
NOTE: DETOURS TO BE USED DURING NIGHT TIME
Channelizing Device
DETOUR
F
19
DETOUR
19
SOUTH NORTH
A
E
C
E E E C
D A K
K
G
J
G
J
K
K
B
L LL D
C
D
F
E
CC
D
M
M M
M
M M
D
M
J J J
IN
L
D
PCMS DURING ACTIVE DETOUR PCMS DURING INACTIVE DETOUR
LEGEND:
AHEAD
WORK
DELAYS
EXPECT
DETOUR
FOLLOW
GULF TO BAY BLVD.DRUID RD.HARN BLVD.NURSERY RD.SR 55 (US 19)
S. BELCHER RD.BELLEAIR RD.ROOSEVELT BLVD.DREW ST.SEVILLE BLVD.TROPIC HILLS DR.FRONTAGE RD.
US 19 NB
FRONTAGE RD.
US 19 SB
NTS
C
STEWART BLVD.)EB TRAFFIC(CLOSED TOD D
E E
PCMS DURING ACTIVE DETOUR PCMS DURING INACTIVE DETOUR
AHEAD
WORK
DELAYS
EXPECT
DETOUR
FOLLOW
2
1
US 19 SB
AHEAD
CLOSED
2 2 2
2
US 19 NB
AHEAD
CLOSED
1122
2
1
1
57
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCDTRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:16 PM Default
43
TEMPORARY TRAFFIC
CONTROL PLANS (4)
HARN BLVD. DETOUR
N
Work Zone Sign
Type III Barricade
Message Sign
Portable Changeable (Variable)
DETOUR
END
A B C
CLOSED
ROAD
E
D
F
B
A
B
B
A
Work Zone
NOTE: DETOURS TO BE USED DURING PHASE II, CONSTRUCTION ON EB HARN BLVD.
E
TO
ROAD CLOSED
THRU TRAFFIC
F
DETOUR
19
SOUTH
DETOUR
19
SOUTH
DETOUR
19
SOUTH
A
A
F
F
D
C
NTS
LEGEND:
HARN BLVD.
DRUID RD.
AHEAD
WORK
DELAYS
EXPECT
DETOUR
FOLLOW STEWART BLVD.NURSERY RD.S. BELCHER RD.US 19 SB FRONTAGE RD.SUMMERLIN DR.ONLY)(ACTIVE DETOUR
PCMS DURING
INACTIVE DETOUR
PCMS DURING
TWO WEEKS PRIOR
PCMS
DETOUR
HRN BLVD
*MM/DD/YY*
*TIME*
STARTING
AT US 19
CLOSED
HRN BLVD
BELLEAIR RD.
58
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCDTRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:16 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (5)
44
HARN BLVD. PEDESTRIAN DETOUR
Work Zone Sign
Work Zone CLOSEDSIDEWALKDETOURDETOURDETOURDETOUR
DETOURDETOURDETOURDETOURDETOURDETOURCLOSEDSIDEWALKUS 19 SB FRONTAGE RD.HARN BLVD.
LEGEND:CLOSEDSIDEWALKDETOURUS 19 SB FRONTAGE RD.HARN BLVD.
CLOSED
SIDEWALK
DETOURDETOURDETOURDETOURDETOURDETOUR
DETOURDETOURDETOURDETOURPHASE I
PHASE II
N
NTS
N
NTS
Pedestrian LCDs
Conc. Sidewalk
Asphalt Trail DETOURDETOURDETOURDETOURDETOUR
DETOURTRAILDUKE ENERGYTRAILDUKE ENERGYTRAILDUKE ENERGYTRAILDUKE ENERGY59
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCDTRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:17 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (6)
NNTS
Work Zone Sign
Type III Barricade
Message Sign
Portable Changeable (Variable)
Work Zone
Channelizing Device
LEGEND:CLOSEDROADDETOUR19NORTHDETOUR19NORTHDETOUR19NORTHDETOURENDAHEAD
WORK
DELAYS
EXPECT
DETOUR
FOLLOW
ACTIVE DETOUR
PCMS DURING
INACTIVE DETOUR
PCMS DURING
TWO WEEKS PRIOR
PCMS
*MM/DD/YY*
*TIME*
STARTING
DETOUR
RAMP
US 19 NB
CLOSED
RAMP
US 19 NB
BARRIER WALL CONSTRUCTION DETOUR
SR 55 (US 19) NB
US 19 NB FRONTAGE ROAD
NOTE: FOR INSIDE LANE CLOSURE, SEE STANDARD PLANS 102-613 FOR DEVICE PLACEMENT AND SPACING.
60
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCDTRD01.dgnUSER: madeline.glassman 10/8/2020 4:50:17 PM Default
ADVANCE WARNING DETAIL200'200'200'HARN BLVD.SR 55 (US 19) SB
Work Zone Sign
Direction of Traffic NSR 55 (US 19) NB
Work Zone
500'
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
500'
ROAD WORK
END AHEAD
WORK
ROAD
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
US 19 SB FRONTAGE ROAD
US 19 NB FRONTAGE ROAD
255'
255'
100'100'
100'100'
AHEAD
WORK
ROAD
LEGEND:NTS
TEMPORARY TRAFFIC
CONTROL PLANS (7)
61
WATER
GASGAS
WATER
WATER
WATER
WATER BACK FLOW27POT STA. 45+60.0046 47 48
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\TCPLRD101.dgnUSER: madeline.glassman 10/8/2020 4:51:25 PM Default
46
TEMPORARY TRAFFIC
CONTROL PLANS (8)
PHASE I
WORK ZONE
A
A
10'10'19.5'
1'
48
¡ CONST. HARN BLVD.
CHANNELIZING DEVICE
SECTION A-A R/W LINER/W LINELEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
N1" = 20'6" DBL YELLOW
6" WHITE
430'R430'R10'10'£ SURVEY HARN BLVD.
HARN BLVD.
¡ CONST.
¡ CONST. HARN BLVD.
MATCH EXIST.
45+65.49
BEGIN 6" DBL YELLOW
R/W LINE
R/W LINE
N 89° 32' 21" W
430'R440'R¡ CONST. HARN BLVD.
MATCH EXIST.
45+94.51
BEGIN 6" WHITE
TEMP. PIPE PLUG
HARN BOULEVARD
N 89° 32' 21" W
¡ CONST. HARN BLVD.
46+68.28, 4.71' RT
PRC
¡ CONST. HARN BLVD.
46+11.19, 11.46' RT
PC
¡ CONST. HARN BLVD.
46+76.33, 16.43' RT
PRC
¡ CONST. HARN BLVD.
47+42.91, 21.51' RT
PT
25' (TYP.)
¡ CONST. HARN BLVD.
47+42.92, 11.26' RT
PT
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
CLOSED
SIDEWALK
62
SDWATER
WATER
ELEC
BACK FLOW
WATER
TEL
WATER
GAS
GAS
C
22622728 29
48 49 50
N 89° 32' 21" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd102.dgnUSER: madeline.glassman 10/8/2020 4:51:49 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (9)
PHASE I
B
B
WORK ZONE
21.5'10'10'
1'
48
226MATCHLINE STA. 227+40.00 £ SBFR
MATCHLINE STA. 226+00.00 £ SBFR
¡ CONST. HARN BLVD.
CHANNELIZING DEVICE
47
SECTION B-BR/W LINER/W LINESWK.
6'
N 89° 32' 21" W
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
N1" = 20'6" DBL YELLOW
6" WHITE
10'10'10'
¡ CONST. HARN BLVD.6" 2-4 SKIP WHITE
6" YELLOW
£ SURVEY HARN BLVD.25' (TYP.)R/W LINE
R/W LINE
R/W LINE
N 89° 32' 21" W
¡ CONST. HARN BLVD.
11.62' RT
49+83.10
END 6" WHITE
£ SBFR N 0° 52' 4" EN 89° 32' 21" W
25' (TYP.)
620'R
610'R
EXIST. 18" PIPE FL 11.75 (RT)
18" PIPE FL 11.9 (LT)
TOP EL. 16.78
INDEX 425-001
TEMPORARY MANHOLE TYPE P-7 (4'X4' BOTTOM)
STA. 49+50.74 (5.88 RT) (¡ CONST. HARN BLVD.)
T-1
R610'
3'
£ SBFR
11.95' LT
226+16.21
£ SBFR
12.00' LT
226+95.79 CLOSEDSIDEWALKDETOUR£ SBFR
12.04' RT
226+80.00
END 6" WHITE 2-4 SKIP
BEGIN 6" WHITE
HARN BOULEVARD
SR 55 (US 19) (SB)(SB) FRONTAGE ROADSR 55 (US 19)10' (TYP.)
¡ CONST. HARN BLVD.
49+83.10, 21.87' RT
END 6" DBL. YELLOW
£ SBFR
226+20.00, 11.72' RT.
END 6" WHITE
BEGIN 6" WHITE 2-4 SKIP
£ SBFR
226+35.65, 22.08' RT
PT
£ SBFR
226+89.82, 22.03' RT
PC
£ SBFR
226+89.82, 12.03' RT
PC
£ SBFR
226+89.81, 9.03' RT
PC
12" WHITE
7.5'
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
63
SDSD ELECSANSANBACK
FLOW228 229 230
930
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd103.dgnUSER: madeline.glassman 10/8/2020 4:52:12 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (10)
PHASE IMATCHLINE STA. 227+40.00 £ SBFR 48
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
6" WHITE
6" YELLOW
25' (TYP.)
£ SBFR
R/W LINE
N 0° 52' 4" E
610'R10'£ SBFR
MATCH EXIST.
228+33.22
END 6" YELLOW
620'R620'R£ SBFR
MATCH EXIST.
228+33.26
END 6" WHITE
3'
£ SBFR
0.86' RT
228+33.27
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
£ SBFR
227+59.13, 4.99' RT
PRC
£ SBFR
227+59.47, 7.97' RT
PRC
£ SBFR
227+60.62, 17.91' RT
PRC
64
ELEC
ELEC
SDPI STA. 223+57.12224 225 226
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd104.dgnUSER: madeline.glassman 10/8/2020 4:52:34 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (11)
PHASE I
226MAT
CHLINE STA. 226+00.00 £ SBFR 49
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
6" WHITE
6" YELLOW
£ SBFR
R/W LINE
N 0° 52' 4" E
10'£ SBFR
MATCH EXIST.
224+89.83
BEGIN 6" YELLOW
610'R620'R£ SBFR
MATCH EXIST.
224+89.78
BEGIN 6" WHITE
3'SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (SB)
£ SBFR
225+63.08, 17.88' RT
PRC
£ SBFR
225+63.17, 7.83' RT
PRC
25' (TYP.)
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
65
WATER
GASGAS
WATER
WATER
WATER
WATER BACK FLOWNOTE: SEE HARN BLVD. DETOUR FOR MORE INFORMATION
27POT STA. 45+60.0046 47 48
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd201.dgnUSER: madeline.glassman 10/8/2020 4:53:05 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (12)
PHASE II
A
A
WORK ZONE
10'
1'
48
¡ CONST. HARN BLVD.
50
SECTION A-A
LOW PROFILE BARRIER
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TYPE III BARRICADE
N 89° 32' 21" W
¡ CONST. HARN BLVD.
MATCH EXIST.
46+59.20
BEGIN 6" WHITE
430'RREMOVE TEMP. PIPE PLUG
15.30' RT.
STA. 47+99.89
BEGIN TSW1
47.67' RT.
STA. 47+99.66
END TSW1
CLOSED
ROAD
DETOURDETOURSOUTHSOUTH1919
HARN BOULEVARD¡ CONST. HARN BLVD.
MATCH EXIST.
45+65.57
BEGIN 6" YELLOW
¡ CONST. HARN BLVD.
46+20.89, 11.13' RT
PC
¡ CONST. HARN BLVD.
46+86.60, 6.18' RT
PRC
¡ CONST. HARN BLVD.
46+92.58, 4.78' LT
PRC
¡ CONST. HARN BLVD.
47+42.92, 8.70' LT
PT
¡ CONST. HARN BLVD.
47+42.88, 1.30' RT
PT
¡ CONST. HARN BLVD.
47+42.92, 2.30' RT
BEGIN LOW PROFILE BARRIER
WRONGWAYCLOSEDROADCLOSEDSIDEWALK10'
(TYP.)
DETOUR
SOUTH
19
DETOUR
SOUTH
19 1" = 20'¡ CONST. HARN BLVD.
£ SURVEY HARN BLVD.
R/W LINE
R/W LINE
6" WHITE
6" YELLOW
N
TEMP. LOW PROFILE BARRIER442'R430'R432'R10'
66
SDWATER
ELEC
BACK FLOW
WATER
TEL
WATER
GAS
GAS
22622728 29
49 50
N 89° 32' 21" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd202.dgnUSER: madeline.glassman 10/8/2020 4:53:30 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (13)
PHASE II
B
WORK ZONE
10'
1'226MATCHLINE STA. 226+00.00 £ SBFR
MATCHLINE STA. 227+40.00 £ SBFR
¡ CONST. HARN BLVD.
51
SECTION B-B
B
N 89° 32' 21" W
LOW PROFILE BARRIER
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
FROM PHASE I
TEMP. ASPHALT FOR PEDESTRIAN TCP
N 89° 32' 21" W
£ SBFR
N 89° 32' 21" W
610'R
10'
16.55' RT.
STA. 49+75.88
£ SBFR
11.95' LT
226+16.21
3'CLOSEDSIDEWALK10' (TYP.)
¡ CONST. HARN BLVD.
2.71' RT
49+86.77
END LOW PROFILE BARRIER
HARN BOULEVARD (SB) FRONTAGE ROADSR 55 (US 19) £ SBFR
12.00' LT
226+95.79
¡ CONST. HARN BLVD.
48+52.16, 11.00' LT
PT
¡ CONST. HARN BLVD.
48+52.16, 1.00' LT
PT
¡ CONST. HARN BLVD.
49+75.12, 1.00' LT
END 6" YELLOW
£ SBFR
226+89.82, 12.03' RT
END 6" WHITE 2-4 SKIP
BEGIN 6" WHITE
£ SBFR
226+41.30, 12.07' RT
BEGIN 6" WHITE 2-4 SKIP
END 6" WHITE
SR 55 (US 19) (SB)48.92' RT
STA. 49+75.65
25' (TYP.)
£ SBFR
226+20.00, 11.72' RT
PTCROSS HERE AHEADSIDEWALK CLOSED12" WHITE 1" = 20'¡ CONST. HARN BLVD.
£ SURVEY HARN BLVD.
R/W LINE
R/W LINE
R/W LINE
6" WHITE
6" YELLOW
TEMP. LOW PROFILE BARRIER
N25' (TYP.)10'FROM PHASE I
6" YELLOW
REMOVE TEMP. MANHOLE
FROM PHASE I
6" WHITE
FROM PHASE I
6" 2-4 SKIP WHITE
67
SDSD ELECSANSANBACK
FLOW228 229 230
930
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd203.dgnUSER: madeline.glassman 10/8/2020 4:53:55 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (14)
PHASE IIMATCHLINE STA. 227+40.00 £ SBFR 52
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
N 0° 52' 4" E
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
1" = 20'
R/W LINE
£ SBFR N25' (TYP.)
FROM PHASE I
6" WHITE
FROM PHASE I
6" YELLOW
68
ELEC
ELEC
SDPI STA. 223+57.12224 225 226
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd204.dgnUSER: madeline.glassman 10/8/2020 4:54:21 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (15)
PHASE II
226MAT
CHLINE STA. 226+00.00 £ SBFR 53
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
N 0° 52' 4" E
SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (SB)
25
' (TYP.)CLOSEDSIDEWALKDETOUR1" = 20'
£ SBFR
R/W LINE NFROM PHASE I
6" YELLOW
FROM PHASE I
6" WHITE
69
516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd301.dgnUSER: madeline.glassman 10/8/2020 4:55:09 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (16)
PHASE III
516
54
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
6" YELLOW
6" WHITE 10'25' (TYP.)
£ NBFR
R/W LINE 4'£ NBFR
£ NBFR
MATCH EXIST.
516+65.70
BEGIN 6" YELLOW
£ NBFR
MATCH EXIST.
516+65.70
BEGIN 6" WHITE
610'R610'R620'R620'RSR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ NBFR
517+25.00, 14.20' LT
PC
£ NBFR
517+73.48, 16.59' LT
PRC £ NBFR
518+22.76, 19.02' LT
PT
£ NBFR
517+74.37, 6.63' LT
PRC
£ NBFR
518+22.85, 9.02' LT
PT
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
£ NBFR
517+25.09, 4.21' LT
PC
70
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd302.dgnUSER: madeline.glassman 10/8/2020 4:55:40 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (17)
PHASE III
55
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
25' (TYP.)
6" YELLOW
6" WHITE
6" WHITE
10'6" 2-4 SKIP WHITE
£ NBFR
R/W LINE
40' EASEMENT
CITY OF CLEARWATER4'£ NBFR
6" 2-4 SKIP WHITE
100.04' RT
+86.43
140.04' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ NBFR
518+93.11, 9.68' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
£ NBFR
519+73.32, 10.44' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
520+80.00, 11.45' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
521+40.00, 12.01' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
71
WATERGASWATERSD522 523 PI STA. 523+56.69524
100N 0° 52' 4" ES 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd303.dgnUSER: madeline.glassman 10/8/2020 4:56:09 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (18)
PHASE III
56
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
25' (TYP.)
10'
(TYP.)
6" YELLOW
6" WHITE6" WHITE
10'6" 2-4 SKIP WHITE
£ NBFR
¡ CONST. ENT. A
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
R/W LINE 4'139.97' RT
+86.43
149.05' RT
+86.43
100.05' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ NBFR
522+00.00, 12.58' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
522+60.00, 13.14' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
72
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd304.dgnUSER: madeline.glassman 10/8/2020 4:56:40 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (19)
PHASE III
57
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
25' (TYP.)
6" YELLOW
6" WHITE6" WHITE
10'6" 2-4 SKIP WHITE
£ NBFR
R/W LINE
49' EASEMENT
CITY OF CLEARWATER4'CLOSEDSIDEWALKDETOURCLOSEDROADSR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
(
T
YP.)
1
0'
£ NBFR
526+08.63, 13.98' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
526+91.78, 14.36' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
12" WHITE
73
ELECELECWATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
S-12 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd305.dgnUSER: madeline.glassman 10/8/2020 4:57:03 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (20)
PHASE III
530
58
CLOSED
ROAD
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP N1" = 20'
25' (TYP.)
6" YELLOW
6" WHITE
10'£ NBFR
¡ CONST. ENT. B
49' EASEMENT
CITY OF CLEARWATER
R/W LINE4'610'R610'R610'RLICENSE AGREEMENT 620'R620'RDETOURCLOSEDSIDEWALK149.05' RT
+86.43
100.05' RT
+86.43
CLOSEDROAD(NB) FRONTAGE ROAD
SR 55 (US 19)
SR 55 (US 19) NB
£ NBFR
529+00.00, 24.73
PC
£ NBFR
529+00.00, 14.73
PC 610'R£ NBFR
529+89.89, 7.07' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
529+69.23, 9.49
PRC
PAVEMENT MARKINGS
REMOVE CONFLICTING EXIST.
£ NBFR
529+66.69, 19.90' LT
PRC
74
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd306.dgnUSER: madeline.glassman 10/8/2020 4:57:26 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (21)
PHASE III
530
59
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
6" YELLOW
6" WHITE
6" 2-4 SKIP WHITE
£ NBFR
R/W LINE610'R£ NBFR
MATCH EXIST.
530+80.35
END 6" YELLOW
£ NBFR
MATCH EXIST.
530+80.35
END 6" WHITE
FGT EASEMENT
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ NBFR
530+42.55, 15.05
PT
£ NBFR
530+65.17, 4.05' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
12" WHITE
75
516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd401.dgnUSER: madeline.glassman 10/8/2020 4:58:22 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (22)
PHASE IV
516
60
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
25' (TYP.)
SR 55 (US 19) NB
(NB) FRONTAGE ROAD
SR 55 (US 19)
76
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd402.dgnUSER: madeline.glassman 10/8/2020 4:58:52 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (23)
PHASE IV
61
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
£ NBFR
R/W LINE
40' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" YELLOW
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE
25' (TYP.)
PHASE III
6" WHITE FROM
FROM PHASE III
6" 2-4 SKIP WHITE
100.04' RT
+86.43
140.04' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
77
WATERWATERSD522 523 PI STA. 523+56.69524
100101N 0° 52' 4" ES 1° 26' 04" W
7
N 0° 52' 4" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd403.dgnUSER: madeline.glassman 10/8/2020 4:59:27 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (24)
PHASE IV
62
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION N1" = 20'
(TYP.)£ NBFR
¡ CONST. ENT. A
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW FROM PHASE III
6" WHITE
25' (TYP.)
10'
£ TCP
CLOSEDSIDEWALKDETOURFROM PHASE III
6" 2-4 SKIP WHITE
139.97' RT
+86.43
149.05' RT
+86.43
100.05' RT
+86.43
24.00' LT
STA. 523+56.93
£ NBFR
STA. 7+00.00 =
£ TCP
CURVE BLTCP 1
CURVE DATA BLTCP1
PI STA. = 7+86.62
T = 64.48
L = 126.90
R = 290.00
PC STA. = 7+22.13
PT STA. = 8+49.04
e = NC
£ TCP
42.86' RT
+47.09
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
5'281'R£ TCP
+78.74, 38.60' RT
PC
78
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E8
910
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd404.dgnUSER: madeline.glassman 10/8/2020 5:00:17 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (25)
PHASE IV
63
A
A
SECTION A-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
LOW PROFILE BARRIER WALLEasementR/W LINEPED. BRIDGE MAIN PIER
2'
2'2'
5'
2'
12'N1" = 20'
£ NBFR
R/W LINE
49' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
25' (TYP.)290'R5'281'R311'R290'R67'R£ TCP
£ TCP
13.20' LT
9+20.25
LOW PROFILE BARRIER WALL
288'RCURVE DATA BLTCP1
PI STA. = 7+86.62
T = 64.48
L = 126.90
R = 290.00
PC STA. = 7+22.13
PT STA. = 8+49.04
e = NC
CURVE BLTCP 1
CURVE BLTCP 2
CURVE DATA BLTCP2
PI STA. = 9+92.91
T = 143.87
L = 267.11
R = 289.98
PC STA. = 8+49.04
PT STA. = 11+16.15
e = RC
TEMP. PIPE FL 12.4
212' OF 18" TEMP. PIPE
£ TCP
4.25' LT
9+58.78
£ TCP
4.25' LT
10+14.88
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ TCP
+79.68, 21.00' RT
PRC
79
WATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
11
12
S-12 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd405.dgnUSER: madeline.glassman 10/8/2020 5:00:45 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (26)
PHASE IV
530
64
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
1" = 20'N1" = 20'
£ NBFR
¡ CONST. ENT. B
49' EASEMENT
CITY OF CLEARWATER
R/W LINE(TYP.)6" 2-4 SKIP WHITE FROM PHASE III
6" WHITE
25' (TYP.)10'620'R610'R620'R610'R5'
3
1
1'R281'R2
9
0'R£ TCP
149.05' RT
+86.43
100.05' RT
+86.43
CURVE DATA BLTCP2
PI STA. = 9+92.91
T = 143.87
L = 267.11
R = 289.98
PC STA. = 8+49.04
PT STA. = 11+16.15
CURVE DATA BLTCP3
PI STA. = 11+73.43
T = 57.28
L = 113.11
R = 290.05
PC STA. = 11+16.15
PT STA. = 12+29.25
e = RC e = NC
CURVE BLTCP 2
CURVE BLTCP 3
£ TCP
26.46' RT
+57.66
TEMP. PIPE FL 12.0
TEMP. PIPE FL 11.0
18" TEMP. PIPE
15' OF 24" TEMP. PIPE
(NB) FRONTAGE ROAD
SR 55 (US 19)
FROM PHAS III
6" YELLOW
24.00' LT
STA. 528+67.52
£ NBFR
STA. 12+29.25 =
£ TCP
SR 55 (US 19) NB
£ NBFR
527+93.19, 15.03' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
528+64.70, 15.08' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
£ TCP
+16.15, 0.00' LT
PRC
12" WHITE
6'80
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd406.dgnUSER: madeline.glassman 10/8/2020 5:01:13 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (27)
PHASE IV
530
65
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
FROM PHASE III
6" YELLOW
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE610'RFGT EASEMENT
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
81
T:\FDOT7\Projects\25688155201\roadway\PROFRDTCP01.dgnUSER: madeline.glassman 10/8/2020 5:01:16 PM Default
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55 PINELLAS 256881-5-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.PI +68.97EL. 15.63PI +62.03EL. 15.95PI +92.03EL. 15.72(-) 0.750%PI +20.68EL. 15.80(+) 0.250%(-) 0.343%(-) 0.168%
EXIST. GROUND AT £ TCP
PROFILE GRADE LINE AT £ TCP
EL. 15.95
8+62.03
£ TCP
MATCH EXIST.
BEGIN PROFILE
15.5115.58e = NC S.E. TRANSITION
FROM NC TO RC
e = RC
+75.00+75.001" = 2' VERT.
1" = 20' HORIZ.SCALE:
1098 6
8
10
12
14
16
18
20
22
2424
22
20
18
16
14
12
10
8
6
TEMPORARY TRAFFIC
CONTROL PLANS (28)
82
T:\FDOT7\Projects\25688155201\roadway\PROFRDTCP02.dgnUSER: madeline.glassman 10/8/2020 5:01:17 PM Default
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55 PINELLAS 256881-5-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.PI +48.30EL. 15.50PI +99.38EL. 15.34(-) 0.300%(+) 0.150%PI +30.70EL. 15.39(-) 0.168%
EXIST. GROUND AT £ TCP
PROFILE GRADE LINE AT £ TCP
EL. 15.39
11+30.70
£ TCP
MATCH EXIST.
END PROFILE
15.5115.58e = NC
FROM RC TO NC
S.E. TRANSITIONe = RC
+25.00+25.001" = 2' VERT.
1" = 20' HORIZ.SCALE:
10 6
8
10
12
14
16
18
20
22
2424
22
20
18
16
14
12
10
8
6 11 12
TEMPORARY TRAFFIC
CONTROL PLANS (29)
83
T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCP01.dgnUSER: charles.carroccetto 10/16/2020 10:09:56 AM Rdxsrd_shg
256881-5-52-01 PINELLAS
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
EASEMENTR/W LINER/W LINEEASEMENTR/W LINEEASEMENT1:6
TEMPORARY TRAFFIC
CONTROL PLANS (30)
£ TCP
£ TCP
00 2020 4040 6060 8080 100100 120120140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
7+47.09
16 16
18 18
20 20
22 22
24 24
26 26
28 28
7+50.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
8+00.00
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55
1" = 10' VERT.
1" = 20' HORIZ.SCALE:THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.84
T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCP01.dgnUSER: charles.carroccetto 10/16/2020 10:09:57 AM Rdxsrd_shg
256881-5-52-01 PINELLAS
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
R/W LINEEASEMENT1:6R/W LINEEASEMENT1:6R/W LINEEASEMENT1:6
TEMPORARY TRAFFIC
CONTROL PLANS (31)
£ TCP
£ TCP
00 2020 4040 6060 8080 100100 120120140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
8+50.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
9+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
9+50.00
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55
1" = 10' VERT.
1" = 20' HORIZ.SCALE:THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.85
T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCP01.dgnUSER: charles.carroccetto 10/16/2020 10:09:57 AM Rdxsrd_shg
256881-5-52-01 PINELLAS
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
R/W LINEEASEMENT1:6R/W LINEEASEMENT1:6R/W LINEEASEMENT1:6
TEMPORARY TRAFFIC
CONTROL PLANS (32)
£ TCP
£ TCP
00 2020 4040 6060 8080 100100 120120140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
10+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
10+50.00
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
11+00.00
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55
1" = 10' VERT.
1" = 20' HORIZ.SCALE:THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.86
T:\FDOT7\Projects\25688155201\roadway\RDXSRDTCP01.dgnUSER: charles.carroccetto 10/16/2020 10:19:10 AM Rdxsrd_shg
256881-5-52-01 PINELLAS
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
R/W LINEEASEMENT1:145R/W LINEEASEMENT TEMPORARY TRAFFIC
CONTROL PLANS (33)
£ TCP
£ TCP
00 2020 4040 6060 8080 100100 120120140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
11+50.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
11+57.68
12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
SR 55
1" = 10' VERT.
1" = 20' HORIZ.SCALE:THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.87
516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd501.dgnUSER: madeline.glassman 10/8/2020 5:03:11 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (34)
516
66
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
SR 55 (US 19) NB
(NB) FRONTAGE ROAD
SR 55 (US 19)25SPEEDREDUCE25' (TYP.)610'R620'R610'R620'RLIMITSPEED2588
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd502.dgnUSER: madeline.glassman 10/8/2020 5:03:43 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (35)
67
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
£ NBFR
R/W LINE
40' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" YELLOW
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE FROM PHASE III
6" WHITE
PHASE III
6" WHITE FROM
100.04' RT
+86.43
140.04' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
25' (TYP.)
89
WATERWATERSD522 523 PI STA. 523+56.69524
100101N 0° 52' 4" ES 1° 26' 04" W
7
N 0° 52' 4" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd503.dgnUSER: madeline.glassman 10/8/2020 5:04:17 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (36)
68
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
49' EASEMENT
CITY OF CLEARWATERN1" = 20'
(TYP.)£ NBFR
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
¡ CONST. ENT. A 5'FULL LANEMAY USEFROM PHASE III
6" WHITE
£ TCP
42.86' RT
7+47.09
£ TCP
6" 2-4 SKIP WHITE
139.97' RT
+86.43
149.05' RT
+86.43
6" WHITE
100.05' RT
+86.43
SR 55 (US 19) NB
FRONTAGE ROAD
SR 55 (US 19) (NB)
£ NBFR
523+37.70, 13.87' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ TCP
7+62.19, 20.79' RT
W/ W/R/RPMS @ 5'
BEGIN 6" WHITE
£ NBFR
524+09.45, 14.05' LT
END 6" 2-4 SKIP
BEGIN 6" WHITE
25SPEEDREDUCE25' (TYP.)
10'291'R12" WHITE
24" WHITE7.5'STOP
90
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E8
910
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd504.dgnUSER: madeline.glassman 10/8/2020 5:04:50 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (37)
69
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION N1" = 20'
49' EASEMENT
CITY OF CLEARWATER
£ NBFR
R/W LINE
5'LOW PROFILE BARRIER WALL
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOWCLOSEDROAD
£ TCP
16.00' RT
8+79.68
£ TCP
£ TCP
12.00' RT
8+64.66
W/ W/R RPMS @ 5'
6" WHITE
W/ Y/Y RPMS @ 5'
6" YELLOW
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
£ TCP
0.00' LT
8+49.04
£ TCP
8+35.96, 0.00' LT
W/ Y/Y RPMS @ 5'
BEGIN 6" YELLOW
LI
MITSPEED2525' (T
Y
P
.)14'290'R302'R290'R290'R290'R91
WATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
11
12
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd505.dgnUSER: madeline.glassman 10/8/2020 5:05:17 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (38)
530
70
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
1" = 20'N1" = 20'
£ NBFR
¡ CONST. ENT. B
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
5'
FROM PHASE IV
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
£ TCP
26.46' RT
11+57.68
£ TCP
100.05' RT
+86.43
149.05' RT
+86.43
£ TCP
12.00' RT
10+99.84
£ TCP
16.00' RT
10+99.83
W/ Y/Y RPMS @ 5'
6" YELLOW
W/ W/R RPMS @ 5'
6" WHITE
£ TCP
0.00' LT
11+04.76
W/ Y/Y RPMS @ 5'
END 6" YELLOW
£ TCP
20.75' RT
11+51.11
£ TCP
15.43' RT
11+38.78
W/ W/R RPMS @ 5'
END 6" WHITE
(NB) FRONTAGE ROAD
SR 55 (US 19)
SR 55 (US 19) NB
LI
MI
T
S
P
E
E
D3
5
25' (TYP.)290'R2
9
0'R5.5'12" WHITE
24" WHITE
STOP
92
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd506.dgnUSER: madeline.glassman 10/8/2020 5:05:42 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (39)
530
71
PHASE V-A
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE£ NBFR FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
FGT EASEMENT
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
93
516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb501.dgnUSER: madeline.glassman 10/8/2020 5:06:19 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (40)
516
66
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
SR 55 (US 19) NB
(NB) FRONTAGE ROAD
SR 55 (US 19)
25' (TYP.)610'R620'R610'R620'R94
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb502.dgnUSER: madeline.glassman 10/8/2020 5:06:47 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (41)
67
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
£ NBFR
R/W LINE
40' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" YELLOW
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE FROM PHASE III
6" WHITE
PHASE III
6" WHITE FROM
100.04' RT
+86.43
140.04' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
25' (TYP.)
95
WATERWATERSD522 523 PI STA. 523+56.69524
100101N 0° 52' 4" ES 1° 26' 04" W
7
N 0° 52' 4" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb503.dgnUSER: madeline.glassman 10/8/2020 5:07:15 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (42)
68
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
49' EASEMENT
CITY OF CLEARWATERN1" = 20'
(TYP.)£ NBFR
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
¡ CONST. ENT. A 5'FROM PHASE III
6" WHITE
£ TCP
6" 2-4 SKIP WHITE
139.97' RT
+86.43
149.05' RT
+86.43
6" WHITE
100.05' RT
+86.43
SR 55 (US 19) NB
FRONTAGE ROAD
SR 55 (US 19) (NB)
£ NBFR
523+37.70, 13.87' LT
BEGIN 6" 2-4 SKIP
END 6" WHITE
25' (TYP.)
10'7.5'12" WHITE
24" WHITE STOP
96
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E8
910
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb504.dgnUSER: madeline.glassman 10/8/2020 5:07:43 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (43)
69
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION N1" = 20'
49' EASEMENT
CITY OF CLEARWATER
£ NBFR
R/W LINE
5'LOW PROFILE BARRIER WALL
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
CLOSEDROAD£ TCP
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
25'
(TYP.)
97
WATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
11
12
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb505.dgnUSER: madeline.glassman 10/8/2020 5:08:08 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (44)
530
70
NOTE: TEMP. DIVERSION ONLY TO BE USED DURING ACTIVE OVERHEAD CONSTRUCTION ACTIVITIES.
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
TEMP. ASPHALT FOR DIVERSION
1" = 20'N1" = 20'
£ NBFR
¡ CONST. ENT. B
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
5'
FROM PHASE IV
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
£ TCP
(NB) FRONTAGE ROAD
SR 55 (US 19)
SR 55 (US 19) NB
5.5'12" WHITE
24" WHITE
100.05' RT
+86.43
149.05' RT
+86.43
25'
(TYP.)
10'(
T
YP.)
STOP
98
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrdb506.dgnUSER: madeline.glassman 10/8/2020 5:08:34 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (45)
530
71
PHASE V-B
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE£ NBFR FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
FGT EASEMENT
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
99
516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd601.dgnUSER: madeline.glassman 10/8/2020 5:09:06 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (46)
PHASE VI
516
66
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
FROM PHASE III
6" YELLOW
(NB) FRONTAGE ROAD
SR 55 (US 19)
SR 55 (US 19) NB
FROM PHASE III
6" WHITE
25' (TYP.)610'R620'R610'R620'R100
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd602.dgnUSER: madeline.glassman 10/8/2020 5:09:34 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (47)
PHASE VI
67
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD N1" = 20'
£ NBFR
R/W LINE
40' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" YELLOW
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
PHASE III
6" WHITE FROM
100.04' RT
+86.43
140.04' RT
+86.43
FROM PHASE III
6" WHITE
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
25' (TYP.)
101
WATERWATERSD522 523 PI STA. 523+56.69524
100101N 0° 52' 4" ES 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd603.dgnUSER: madeline.glassman 10/8/2020 5:10:51 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (48)
PHASE VI
68
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP
(TYP.)£ NBFR
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
¡ CONST. ENT. A
FROM PHASE IV
6" 2-4 SKIP WHITE
FROM PHASE III
6" WHITE
139.97' RT
+86.43
149.05' RT
+86.43 N1" = 20'
100.05' RT
+86.43
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
CLOSEDSIDEWALKDETOUR25' (TYP.)
10'
24" WHITE7.5'12" WHITE
STOP
102
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd604.dgnUSER: madeline.glassman 10/8/2020 5:10:59 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (49)
PHASE VI
69
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
TEMP. ASPHALT FOR PEDESTRIAN TCP N1" = 20'
£ NBFR R/W LINE
49' EASEMENT
CITY OF CLEARWATER
FROM PHASE III
6" WHITE
FROM PHASE III
6" YELLOW
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
25' (TYP.)
103
WATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd605.dgnUSER: madeline.glassman 10/8/2020 5:11:01 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (50)
PHASE VI
530
70
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'(TYP.)£ NBFR
¡ CONST. ENT. B
49' EASEMENT
CITY OF CLEARWATER
R/W LINE
LICENSE AGREEMENT
FROM PHASE III
6" WHITE
FROM PHASE IV
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
100.05' RT
+86.43
149.05' RT
+86.43
(NB) FRONTAGE ROAD
SR 55 (US 19)
SR 55 (US 19) NB
(TYP.) 10'25' (TYP.)10'7'12" WHITE
24" WHITE
STOP
104
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd606.dgnUSER: madeline.glassman 10/8/2020 5:11:03 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (51)
PHASE VI
530
71
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
£ NBFR
R/W LINE
£ NBFR
FROM PHASE III
6" WHITE
FROM PHASE III
6" 2-4 SKIP WHITE
FROM PHASE III
6" YELLOW
FGT EASEMENT
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB
105
SD516 517 518
S 1° 26' 4" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd701.dgnUSER: madeline.glassman 10/8/2020 5:11:12 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (52)
516
66
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
SR 55 (US 19) NB
(NB) FRONTAGE ROAD
SR 55 (US 19)
R/W LINE
£ NBFR10'£ NBFR
516+00.27, 18.07' LT
BEGIN LOW PROFILE BARRIER
£ NBFR
518+33.49, 17.25' LT
END LOW PROFILE BARRIER
£ NBFR
516+10.53, 17.25'
PC
£ NBFR
MATCH EXIST.
516+65.70
BEGIN 6" YELLOW
£ NBFR
MATCH EXIST.
516+65.82
BEGIN 6" WHITE
£ NBFR
4.00' LT
518+73.27
BEGIN 6" 2-4 SKIP
END 6" WHITE4'6" YELLOW
6" WHITE
LOW PROFILE BARRIER WALL
£ NBFR
518+73.06, 14.00'
PT
106
C C
519 520 521
S 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd702.dgnUSER: madeline.glassman 10/8/2020 5:11:16 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (53)
67
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
100.04' RT
+86.43
140.04' RT
+86.43
R/W LINE
£ NBFR
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB N1" = 20'
40' EASEMENT
CITY OF CLEARWATER 10'£ NBFR
6.00' LT
519+71.68
BEGIN 6" WHITE
END 6" 2-4 SKIP 5'6" YELLOW
6" WHITE6" 2-4 SKIP WHITE
(STAKED)
TEMP. BARRIER WALL
£ NBFR
521+41.60, 34.46' LT
BEGIN TEMP. BARRIER WALL
£ NBFR
519+71.48, 16.00'
PT
107
WATERWATERSD522 523 PI STA. 523+56.69524
100101N 0° 52' 4" ES 1° 26' 04" W
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd703.dgnUSER: madeline.glassman 10/8/2020 5:11:20 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (54)
68
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
SR 55 (US 19) NB
SR 55 (US 19) (NB) FRONTAGE ROAD N1" = 20'
40' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
49' EASEMENT
CITY OF CLEARWATER
LICENSE AGREEMENT
139.97' RT
+86.43
149.05' RT
+86.43
100.05' RT
+86.43
£ NBFR
R/W LINE
¡ CONST. ENT. A10'£ NBFR
524+28.85, 46.16' LT
PT
£ NBFR
6.00' LT
523+37.99
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
4.00' LT
524+15.91
BEGIN 6" WHITE
END 6" 2-4 SKIP5'6" YELLOW
6" WHITE 6" 2-4 SKIP WHITE
12" WHITE
24" WHITE
(STAKED)
TEMP. BARRIER WALL
£ NBFR
523+38.17, 16.00'
PT
£ NBFR
524+15.97, 14.00'
PC
8754'RSTOP
108
WATERWATERWATER525 526 527PI STA. 525+50.40 PI STA. 526+65.00
N 0° 52' 04" E N 0° 52' 04" ES 0° 07' 56" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd704.dgnUSER: madeline.glassman 10/8/2020 5:11:24 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (55)
69
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
£ NBFR R/W LINE
49' EASEMENT
CITY OF CLEARWATER
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) NB N1" = 20'10'£ NBFR
4.00' LT
526+24.83
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
5.00' LT
526+98.46
BEGIN 6" WHITE
END 6" 2-4 SKIP4'6" YELLOW
6" WHITE
6" WHITE
6" 2-4 SKIP WHITE
(STAKED)
TEMP. BARRIER WALL
£ NBFR
525+82.31, 45.63' LT
END TEMP. BARRIER WALL
8754'R£ NBFR
526+98.46, 15.00'
PT
109
WATER
SANSD WATER
528 529 530
200N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd705.dgnUSER: madeline.glassman 10/8/2020 5:11:26 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (56)
530
70
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
1" = 20'N1" = 20'
SR 55 (US 19) NB
(NB) FRONTAGE ROAD
SR 55 (US 19)
49' EASEMENT
CITY OF CLEARWATER
LICENSE AGREEMENT
£ NBFR
R/W LINE 10'£ NBFR
5.00' LT
527+92.02
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
4.00' LT
529+89.25
BEGIN 6" 2-4 SKIP
END 6" WHITE
£ NBFR
4.00' LT
528+65.02
BEGIN 6" WHITE
END 6" 2-4 SKIP
5'6" YELLOW
6" WHITE
6" WHITE
6" 2-4 SKIP WHITE
12" WHITE
24" WHITE
£ NBFR
527+92.02, 15.00'
PT
£ NBFR
528+65.15, 14.00'
PT
100.05' RT
+86.43
149.05' RT
+86.43
STOP
110
BACK FLOWBACK FLOW530 531 532
N 0° 52' 04" E
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\tcplrd706.dgnUSER: madeline.glassman 10/8/2020 5:11:28 PM Default
TEMPORARY TRAFFIC
CONTROL PLANS (57)
530
71
PHASE VII
LEGEND
WORK ZONE
CHANNELIZING DEVICE
PEDESTRIAN LCD
£ NBFR
SR 55 (US 19) NB
R/W LINE
FGT EASEMENT
£ NBFR
SR 55 (US 19) (NB) FRONTAGE ROAD
1" = 20'N1" = 20'10'£ NBFR
4.00' LT
530+64.74
BEGIN 6" WHITE
END 6" 2-4 SKIP4'15.00FRLT' LT
MATCH EXIST.
530+64.74
END 6" YELLOW
4.00FRLT' LT
MATCH EXIST.
530+64.74
END 6" WHITE
6" YELLOW
6" WHITE
6" 2-4 SKIP WHITE
111
907 908 909 910 911 912
207 208 209 210 211 212
510 511 512
FGT
4.5" GM / TO REMAIN
STEAK 'N SHAKE
PURIFICATION
CLEARWATER
BELLEAIR
VUE AT FRONTIER
12-4" BT / TO REMAIN
FRONTIER
6-4" BT & BFOC / TO REMAINFRONTIER
6-4" BT & BFOC / TO REMAIN
SR 55 (US 19) (NB)
SR 55 (US 19) (SB)
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (SB) FRONTAGE ROADnursery rd.UNITI FIBER / BY OTHERS
1-2.05" BFOC / PROP.
EASEMENT LINE
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\utadrd01.DGNUSER: madeline.glassman 10/9/2020 12:00:29 PM Default
912
UTILITY ADJUSTMENTS (1)
SR 55
N1" = 40'
(813) 539-1180DAVID WOODSSOUTHERN LIGHT (UNITI)
(813) 947-6004SHAWN WILLIAMSCROWN CASTLE
(404) 812-8204EASLEY HOOFFBAY COVE
(727) 239-0156DAVID HAMLINWIDEOPENWEST (WOW)
(727) 464-5492KELLY J. O'BRIENPINELLAS COUNTY UTILITIES
Alt.: (813) 892-2483
(727) 562-1190GRANVILLE STEPHENSFRONTIER COMMUNICATIONS
(407) 838-7171JOSEPH SANCHEZFLORIDA GAS TRANSMISSION
(727) 893-9255ART GILMOREDUKE ENERGY DISTRIBUTION
Alt.: (727) 551-3162
(727) 893-7197MICHAEL GEBLERCITY OF ST. PETERSBURG
(727) 562-4591DUY NGUEYENCITY OF CLEARWATER WATER AND SEWER
(727) 422-9998JACINTA GARCIA CORCOBACLEARWATER GAS
Alt.: (727) 270-4602
(727) 329-2817OZZIE PEREZBRIGHTHOUSE (CHARTER)
(720) 888-1089XAN RYPKEMACENTURY LINK (LEVEL 3 COMMUNICATIONS)
TELEPHONE NUMBERS CONTACTCOMPANY2. UTILITY / AGENCY OWNERS:
HAVE NOT BEEN VERIFIED.
VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS
ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE
1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh)
112
912 913 914 915 916 917
212 213 214 215 216 217
512 513 514 515 516 517
1" = 40'
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
ACURA
CROWNECONO INNCLEARWATER GAS
2" GM / TO REMAIN
CLEARWATER GAS
2" GAS VALVE / TO REMAIN
CLEARWATER GAS
2" GM / TO REMAIN
CLEARWATER GAS
2" GAS VALVE / TO REMAIN
CLEARWATER GAS
2" GM / TO REMAIN
WOW
OTV / TO REMAIN
Exist. Pole
TH-KF09
Truss Structure
Exist. Overhead Sign
Exist. Pole
£ NBFR
N 1° 26' 4" E NCITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" NPW / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
CITY OF CLEARWATER
8" NPW / TO REMAIN
£ SBFR
DUKE ENERGY
120/240V OE / TO REMAIN
PINELLAS COUNTY
42" RCP / TO REMAINCITY OF CLEARWATER
8" WM / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
FGT
12.75" GM / TO REMAIN
BHN
OTV / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
WOW
OFOC / TO REMAIN
Truss Structure
Exist. Overhead Sign
FRONTIER
BFOT / TO REMAIN
STA. 916+66.19
£ SURVEY SR 55 (US 19)
BEGIN CONSTRUCTIONCITY OF CLEARWATER
8" SS / TO REMAIN
CITY OF CLEARWATER
6" WM / TO REMAIN
WOW
OTV / TO REMAIN
CLEARWATER GAS
1" GAS VALVE / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
BHN
OTV / TO REMAIN
BHN
OTV / TO REMAIN
SR 55 (US 19) (NB)
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (SB)
FGT
4.5" GM / TO REMAIN
FGT
GATE SETTING AND TAKE-OFF VALVE / TO REMAIN
CITY OF ST. PETERSBURG
36" RCP WM / TO REMAIN
CITY OF CLEARWATER
2" BIW GM / TO REMAIN
CLEARWATER GAS
2" PE GM / TO REMAIN
CITY OF CLEARWATER
6" WM / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
DUKE ENERGY
12.47KV BE / TO REMAIN
FRONTIER
6-4" BFOC & BT / TO REMAIN
CITY OF ST. PETERBURG
BLOW-OFF VALVE / TO REMAIN
UNITI FIBER / BY OTHERS
1-2.05" BFOC / PROP.
FRONTIER
12-4" BT & BFOC / TO REMAIN
CENTURYLINK
OFOE / TO REMAIN
LINES
EASEMENT
CROWN CASTLE
OFOC / TO REMAIN
12.47KV
120/240V
12.47KV12.47KV
120/240V
WATER
GAS
GAS
GAS
GASELEC 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\utadrd02.DGNUSER: madeline.glassman 10/9/2020 12:00:41 PM Default
UTILITY ADJUSTMENTS (2)
SR 55
912
71 113
SD918 919 920 921 922 923
218 219 220 221 PI STA. 221+20.81222 PI STA. 222+35.41223
518 519 520 521 522 523
1" = 40'
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
APARTMENTS
IMPERIAL COVE
N' LOCK
U-STOR
CLEARWATER
AUDI
40' EASEMENT
CITY OF CLEARWATER
PINELLAS COUNTY
2" WM / TO REMAIN
FRONTIER
PULL BOX / TO REMAIN
WOW
OFOC / TO REMAIN
CLEARWATER GAS
2" GM / TO REMAIN
CITY OF CLEARWATER
4" PVC WM / TO REMAIN
FRONTIER
5-BT / TO REMAIN
PINELLAS COUNTY
2" WM / TO REMAIN
Truss Structure
Exist. Overhead Sign
£ NBFR NCITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
WOW
OFOC / TO REMAIN
CLEARWATER GAS
VALVE BOX / TO REMAIN
FRONTIER
OT / TO REMAIN
FRONTIER
MANHOLE / TO REMAIN
CITY OF ST. PETERSBURG
36" RCP WM / TO REMAIN
FGT
12.75" GM / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
FRONTIER
OT / TO REMAIN
CITY OF CLEARWATER
8" NPW / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
WOW
OTV / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
16" WM / TO REMAIN
CITY OF CLEARWATER
4" NPW / TO REMAIN
CITY OF CLEARWATER
8" SS / TO REMAIN
BHN
OTV / TO REMAIN
BHN
BFOC / TO REMAIN
FRONTIER
2-BT / TO REMAIN
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB)
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
DUKE ENERGY
12.47 KV OE / TO REMAIN
CLEARWATER GAS
2" PE GM / TO REMAIN
CITY OF CLEARWATER
2" XTRUBE GM / TO REMAIN
DUKE ENERGY
120/240V OE / TO REMAIN
FRONTIER
12-4" BT / TO REMAIN
FRONTIER
6-4" BFOC & BT / TO REMAIN
DUKE ENERGY
120V OE / TO REMAIN
FRONTIER
4-4" BT / TO REMAIN
N 1° 26' 4" E
N 1° 26' 4" E
DUKE ENERGY
120/240 OE / TO REMAIN
FRONTIER
PULL BOX / TO REMAIN
FRONTIER
12-4" BT & BFOC / TO REMAIN
CENTURYLINK
OFOE / TO REMAIN
CROWN CASTLE
OFOC / TO REMAIN
SDSD12.47KV
120/240V
12.47KV120/240V120V120/240V
12.47KV 12.47KV
GASTELTEL
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\utadrd03.DGNUSER: madeline.glassman 10/9/2020 12:00:49 PM Default
UTILITY ADJUSTMENTS (3)
SR 55
72 114
SDSD924 925 926 927 92829
200201POT STA. 201+20.0050PI STA. 223+57.12224 225 226 227 228
PI STA. 523+56.69524 525 PI STA. 525+50.40526 PI STA. 526+65.00527 528
PI STA. 923+56.73
100101POT STA. 101+20.00
WOW / BY OTHERS
OFOC&OTV / PROP.
STA. 926+56.75
£ SURVEY US 19
STA. 30+00.00 =
£ SURVEY HARN BLVD.
89°35'35"CLEANERSTH-ML02
TH-CW06
TH-MLO1
TH-CW07
TH-KF10
STA. 923+37.58
£ SURVEY SR 55 (US 19)
BEGIN PROJECT
CLEARWATER GAS
1" GM / TO REMAIN
N 0° 52' 4" E
£ NBFR N 0° 7' 56" W
R/W LINE
£ SURVEY SR 55 (US 19)
49' EASEMENT
CITY OF CLEARWATER
Truss Structure
Exist. Overhead Sign
S-9
S-11
S-12
S-13
S-14
S-11A
S-10A
TH-04
TH-06
TH-09
TH-15
TH-24
TH-10
TH-17
CITY OF CLEARWATER
8" PVC FM / TO REMAIN
TH-08
CLEARWATER GAS
1" GAS VALVE / TO REMAIN
CITY OF CLEARWATER
SS / TO REMAIN
£ SBFR
HARN BLVD.
£ SURVEY
CITY OF CLEARWATER
8" WM / TO REMAIN
TH-26TH-21AFGT
12.75" GM / TO REMAIN
CITY OF CLEARWATER
8" NPW (IN CASING) / TO REMAIN
TH-6A
S-10
CITY OF CLEARWATER
8" NPW / TO REMAIN
CITY OF ST. PETERSBURG
O.O.S 48" WM / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
FRONTIER
4-4" BFOC / TO REMAIN
FRONTIER
2-OT / TO REMAIN
UNKNOWN
BFOE / TO REMAIN
N 0° 52' 4" E
WOW / BY OTHERS
OFOC / TO BE REMOVED
B
B
B
AA
A
A
A
D
£ SURVEY SR 55 (US 19)
144.33' RT
STA. 926+96.00
BEGIN TSW2
BAY COVE / BY FDOT CONTRACTOR
BE / TO BE REMOVED
CLEARWATER GAS
1" GM / TO REMAIN
CLEARWATER GAS
1" GAS VALVE / TO REMAIN
SR 55 (US 19) (SB)
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (SB) FRONTAGE ROAD
SR 55 (US 19) (NB)
CLEARWATER GAS
2" PE GM / TO REMAIN
CITY OF CLEARWATER
12" WM / TO REMAIN
FRONTIER
BFOC / TO REMAIN
FRONTIER
2-BT / TO BE REMOVED
CLEARWATER GAS
0.0.S 2" PE GM / TO REMAIN
CLEARWATER GAS
2" PE GM / PROP.
BHN
OTV / TO REMAIN
B
A
A
A
A
A
B
B
STA. 928+64.60
£ SURVEY SR 55 (US 19)
END PROJECT
DUKE ENERGY
120V OE / TO REMAIN
FRONTIER
BT / TO REMAIN
FRONTIER
6-4" BFOC & BT / TO REMAIN
FRONTIER
2 4"-BT / PROP.
FRONTIER
DMS CABINET / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
FRONTIER
CABINET / TO REMAIN
C
FRONTIER
PULL BOX / TO REMAIN
WOW / BY OTHERS
OFOC / TO BE REMOVED
FRONTIER
4-4" BFOC / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
DUKE / BY OTHERS
BE / PROP. IN CONDUIT
WOW / BY OTHERS
1-2" HDPE BFOC / PROP.
TH-25
DUKE ENERGY
12.47KV OE / TO REMAIN
DUKE ENERGY / BY OTHERS
12.47 KV OE / PROP.
CITY OF CLEARWATER / UWHCA
4" NPW / PROP.
£ SURVEY SR 55 (US 19)
144.33' RT
STA. 925+16.00
END TSW2
BAY COVE / BY FDOT CONTRACTOR
BE / PROP. IN CONDUIT***
UNITI FIBER / BY OTHERS
1-2.05" BFOC / PROP.
CITY OF CLEARWATER TRAFFIC OPS
BFOE / TO REMAIN
CITY OF CLEARWATER / UWHCA
4" NPW / TO BE REMOVED
WOW / BY OTHERS
OFOC / TO BE ADJUSTED
DUKE ENERGY / BY OTHERS
12.47KV OE / TO BE REMOVED
CITY OF ST. PETERSBURG / BY OTHERS
EXIST. MH / TO BE ADJUSTED
E
CITY OF CLEARWATER
8" WM / TO REMAIN
FRONTIER
3-BT / TO REMAIN
CITY OF CLEARWATER
8" PVC FM / TO REMAIN
FRONTIER
4-4" BT / TO REMAIN
BHN / BY OTHERS
OTV / TO BE REMOVED
DUKE ENERGY / BY OTHERS
12.47KV OE / TO BE REMOVED
DUKE ENERGY / BY OTHERS
12.47KV OE / PROP.
BHN / BY OTHERS
OTV / TO BE REMOVED
APARTMENTS
BAY COVE FRONTIER
BT / TO REMAIN
DUKE ENERGY / BY OTHERS
12.47KV OE / TO BE REMOVED
WOW / BY OTHERS
OTV / TO BE REMOVED
WOW / BY OTHERS
BTV / TO BE REMOVED
CENTURYLINK / BY OTHERS
BT / PROP.
BHN / BY OTHERS
BTV / PROP.
CLEARWATER GAS
2" MDPE GM / TO REMAIN
CITY OF CLEARWATER
8" SS / TO REMAIN
FRONTIER
3-4" BT & BFOC / TO REMAIN
CITY OF CLEARWATER / BY UWHCA
8" NPW / TO BE REMOVED
CLEARWATER GAS
0.0.S 2" PE GM / TO REMAIN
PINELLAS COUNTY
42" RCP / TO REMAIN
DUKE ENERGY
120V OE / TO REMAIN
CLEARWATER GAS
1" GM / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
BHN
OTV / TO REMAIN
BY OTHERS
CENTURYLINK
OFOC / TO BE RELOCATED
CENTURYLINK / BY OTHERS
OFOC / PROP.
DUKE ENERGY
BE / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CROWN CASTLE / BY OTHERS
OFOC / PROP.
CROWN CASTLE / BY OTHERS
OFOC / TO BE REMOVED.
BY OTHERS
BHN
BTV / PROP.SDWATERSD12.47KV
12.47KV12.47KV 12.47KV120/240V
120/240V120V
12.47KVGAS
ELECWATERNPWELECWATERNPWWATERWATERGASWATERWATERWATERWATERWATERELECGASSAN 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\utadrd04.DGNUSER: madeline.glassman 10/9/2020 12:01:00 PM Default
UTILITY ADJUSTMENTS (4)
SR 55
MATCHLINE STA. 49+80.00
73
BHN
OTV / TO REMAIN
A
B
C
D
TO BE REMOVED
WOW!* POWER SUPPLY
PROP. RISER / DUKE ENERGY*
*** PROP. CONDUIT LINE, SEE ROADWAY PLAN (3)
NOTES:
DUKE ENERGY
120/240V OE / TO REMAIN
FRONTIER
4-BT / TO REMAINHARN BLVD.PINELLAS COUNTY
18" RCP / TO REMAIN
UNITI FIBER
2-1.25" BFOC / TO REMAIN
UNITI FIBER / BY OTHERS
EXIST. HH / TO BE ADJUSTEDE
BY UWHCA
CITY OF CLEARWATER
8" NPW / PROP.
REMOVED / DUKE ENERGY*
RISER POLE - TO BE
*BY OTHERS
PLACE / CITY OF ST. PETERSBURG*
2" AIR RELEASE / MONITOR, PROTECT AND HOLD IN
POWER SUPPLY
PROP. WOW!*
CITY OF CLEARWATER
8" WM / TO REMAIN
1" = 40'NAUTO SALES
NEW WAVE
TH-23
TH-KF08
TH-CW05
TH-CW04
CLEARWATER GAS
2" GM / TO REMAIN
FRONTIER
5-BT / TO REMAIN
R/W LINE
SPEEDWAY
CITY OF CLEARWATER
30" SS / TO REMAIN
CLEARWATER GAS
2" GM / TO REMAIN
R/W LINE
BHN
OTV / TO REMAIN
115
SD
SDSDSDSDSD929 930 931 932 933 934
229 230 231 232 233 234
529 530 531 532 533 534ENTRANCESERVICE CENTER 1" = 40'
R/W LINE
R/W LINE
£ SURVEY SR 55 (US 19)
Exist. Pole
Exist. Pole
Exist. Pole
Exist. Pole
Exist. Pole
Exist. Pole
Exist. Pole
Exist. Pole
OFFICE PARK
ARBOR
CITY OF CLEARWATER
8" SS / TO REMAIN
FRONTIER
4-4" BFOC / TO REMAIN
DUKE ENERGY
120/240V OE / TO REMAIN
FRONTIER
2-BFOT / TO REMAIN
FRONTIER
2-OT / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
CITY OF CLEARWATER
18" MANHOLE / TO REMAIN
CITY OF CLEARWATER
18" MANHOLE / TO REMAIN
UNKNOWN
OE / TO REMAIN
CITY OF CLEARWATER
30" SS / TO REMAIN
TH-KF11
CENTURYLINK
BTV / TO REMAIN
FRONTIER
4-4" BFOC / TO REMAIN
CITY OF CLEARWATER
6" WM / TO REMAIN
DUKE ENERGY
120/240V OE / TO REMAIN
Exist. Pole NDUKE ENERGY
12.47V OE / TO REMAIN
£ NBFR
CITY OF CLEARWATER
6" WM / TO REMAIN
FRONTIER
BFOT / TO REMAIN
CITY OF CLEARWATER
8" NPW / TO REMAIN
FGT
12.75" GM / TO REMAIN
FRONTIER
4-4" BFOC / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
FRONTIER
3-BFOT / TO REMAIN
FRONTIER
2-OT / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF ST. PETERSBURG
48" WM / TO REMAIN
DUKE ENERGY
120/240V OE / TO REMAIN£ SBFR
CITY OF ST. PETERSBURG
O.O.S 48" WM / TO REMAIN
CITY OF CLEARWATER
6" WM / TO REMAIN
CITY OF CLEARWATER
8" PVC FM / TO REMAIN
CITY OF CLEARWATER (PRIVATE)
8" WM / TO REMAIN
CITY OF CLEARWATER
8" WM / TO REMAIN
CITY OF CLEARWATER
8" FM / TO REMAIN
STA. 930+79.58
£ SURVEY SR 55 (US 19)
END CONSTRUCTION
BHN
OTV / TO REMAIN
BHN
OTV / TO REMAIN
WOW
OFOC / TO REMAIN
BHN
BFOC / TO REMAIN
BHN
OTV / TO REMAIN
DUKE ENERGY
12.47KV OE / TO REMAIN
DUKE ENERGY / BY OTHERS
12.47KV OE / TO BE REMOVED
SR 55 (US 19) (NB) FRONTAGE ROAD
SR 55 (US 19) (NB)
SR 55 (US 19) (SB)
SR 55 (US 19) (SB) FRONTAGE ROAD
PINELLAS COUNTY
42" RCP / TO REMAIN
CLEARWATER GAS
0.0.S 2" PE GM / TO REMAIN
CLEARWATER GAS
2" PE GM / TO REMAIN
DUKE ENERGY / BY OTHERS
12.47KV OE / PROP.
DUKE ENERGY
12.47KV OE / TO REMAIN
FRONTIER
BT / TO REMAIN
N 0° 52' 4" E
N 0° 52' 4" E
UNITI FIBER
2-1.25" BFOC / TO REMAIN
FRONTIER
3-4" BT & BFOC / TO REMAIN
FRONTIER
PULL BOX / TO REMAIN
CENTURYLINK
OFOE / TO REMAIN
CROWN CASTLE
OFOC / TO REMAIN
WATERSD SDWATER
SD
SANSAN SDSDSDSAN
12.47KV 12.47KV12.47KV12.47KV120/240V
12.47KV120/240V
120/240VWATER WATERWATERWATERWATERWATERWATERWATERBACK FLOWSANSANWATERSANWATER 256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\utadrd05.DGNUSER: madeline.glassman 10/9/2020 12:01:03 PM Default
UTILITY ADJUSTMENTS (5)
SR 55
74 116
27 28
POT STA. 45+60.00 46 47 48 49
S-1
S-2 B
A
C
D
E 1" = 40'SPEEDWAY
APARTMENTS
MORNINGSIDE EAST 1
CHIROPRACTIC
FIRST CHOICE
APARTMENTS
MORNINGSIDE EAST 2
APARTMENTS
WATERFORD
AUTO SALES
NEW WAVE
WOW
BTV / TO REMAIN
FRONTIER
BT / TO REMAIN
WOW
BTV / TO REMAIN
CITY OF CLEARWATER
8" PVC WM / TO REMAIN
DUKE ENERGY
120/240V BE / TO REMAIN
POT STA. 27+00.00
DUKE ENERGY
120/240V BE / TO REMAIN
WOW
BTV / TO REMAIN
TH-ML03
TH-ML04
TH-ML05
TH-ML06
TH-ML07
TH-ML08
TH-KF06
TH-KF05
TH-KF02
TH-KF03
TH-KF04
TH-KF01
FRONTIER
2-BT / TO REMAIN
TH-CW01
TH-CW02
TH-CW03
TH-KF07
TH-CW04
N 89° 32' 21" W
¡ CONST. HARN BLVD.
N
R/W LINE
R/W LINE
HARN BLVD.
£ SURVEY
CITY OF CLEARWATER
12" WM / TO REMAIN
TH-01
TH-18
TH-19
TH-02
DUKE ENERGY
120/240V BE / TO REMAIN
18" PIPE
TH-20A
TH-20
TH-21
DUKE ENERGY
120/240V OE / TO REMAIN
TH-21A
TH-21A
TH-22
PINELLAS COUNTY
18" RCP / TO REMAIN
WOW
BTV / TO REMAIN
FRONTIER
BT / TO REMAIN
S-4
S-3
CITY OF CLEARWATER
8" NPW / TO REMAIN
CITY OF CLEARWATER
8" PVC WM / TO REMAIN
DUKE ENERGY
120/240V BE / TO REMAIN
DUKE ENERGY
120/240V BE / TO REMAIN
BHN
BFOC / TO REMAIN
CLEARWATER GAS / BY OTHERS
2" PE / PROP.
DUKE ENERGY
120/240V BE / TO REMAIN
TH-19A
HARN BOULEVARD
CLEARWATER GAS
1" XTRUBE GM / TO REMAIN
CLEARWATER GAS / BY UWHCA
2" PE GM / TO BE REMOVED
£ SURVEY SR 55 (US 19)
OFFSET 112.00', LT
STA. 926+18.53
A
B
£ SURVEY SR 55 (US 19)
OFFSET 112.00', LT
STA. 926+50.91
NOTE
C CLEARWATER GAS / BY OTHERS
GAS VALVE / TO BE REMOVED
CLEARWATER GAS / BY OTHERS
2" PE / PROP. TO BE PROTECTED
DUKE ENERGY
120/240V OE / TO REMAIN
D DUKE ENERGY / BY OTHERS
POWER POLE / TO BE REMOVED
FRONTIER
2 4"-BT / PROP.
FRONTIER
BT / TO REMAIN
E FRONTIER
CROSS BOX CABINET / TO REMAIN
FRONTIER / BY OTHERS
2 4"-BT / PROP.
FRONTIER / BY OTHERS
2-BT / TO BE REMOVED
FRONTIER / BY OTHERS
2-BT / TO BE REMOVED
FRONTIER / BY OTHERS
2-BT / TO BE REMOVEDCITY OF CLEARWATER / BY UWHCA
8" NPW / TO BE REMOVED
£ SURVEY SR 55 (US 19)
288.00' LT
STA. 926+50.91
BEGIN TSW1
DUKE ENERGY / BY OTHERS
120/240V BE / TO BE REMOVED
FRONTIER / BY OTHERS
2-BT / TO BE REMOVED
UNITI FIBER
2-1.25" BFOC / TO REMAIN
FRONTIER / BY OTHERS
2 4"-BT / PROP.
FRONTIER
BT / TO REMAIN
FRONTIER
BT / TO REMAIN
FRONTIER
MANHOLE / TO BE ADJUSTED
CLEARWATER GAS
2" BIW GM / TO REMAIN
F
F CITY OF CLEARWATER / BY UWHCA
8" NPW VALVES / TO BE REMOVED
CLEARWATER GAS
2" GM / TO REMAIN
FRONTIER
2-BT / TO REMAIN
£ SURVEY SR 55 (US 19)
288.00' LT
STA. 926+18.53
END TSW1
CITY OF CLEARWATER / BY UWHCA
8" NPW / TO BE DEACTIVATED
CITY OF CLEARWATER / BY UWHCA
8" NPW / PROP.
TEL
120/240V
120/240V120/240V
120/240V
120/240V
WATER
NPW
TEL
NPW
GAS
C
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\utils\UTADRD06.dgnUSER: madeline.glassman 10/9/2020 12:01:05 PM Default
UTILITY ADJUSTMENTS (6)
HARN BLVD.
MATCHLINE STA. 49+80.00 75 117
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:37 PM Default
SUMMARY OF LUMP SUM ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
0101 1 MOBILIZATION 1
SQ-1
SUMMARY OF QUANTITIES
INDEX OF SUMMARY OF QUANTITIES PAY ITEM NOTES
SQ-15
SQ-14
SQ-13
SQ-12
SQ-11
SQ-10
SQ-9
SQ-8
SQ-7
SQ-6
SQ-5
SQ-4
SQ-3
SQ-2
SQ-1
SHEET NO.
TABULATION OF QUANTITIES
SUMMARY OF PERFORMANCE TURF
SUMMARY OF DITCH PAVEMENT, SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS
SUMMARY OF SIDEWALK & DETECTABLE WARNINGS
SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS, SUMMARY OF PERMANENT BARRIER WALL
SUMMARY OF PAVEMENT, SUMMARY OF RAILING
SUMMARY OF EARTHWORK, SUMMARY OF DRIVEWAY BASE
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
SUMMARY OF LITTER REMOVAL AND MOWING, SUMMARY OF MONITOR EXISTING STRUCTURES
SUMMARY OF LITTER REMOVAL AND MOWING
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
SUMMARY OF PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES, SUMMARY OF SPECIAL DETOURS, SUMMARY OF TEMPORARY CRASH CUSHIONS
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
SUMMARY OF LUMP SUM ITEMS, SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
SHEET DESCRIPTION
PRIOR TO REMOVAL.
OF BY THE CONTRACTOR - VERIFY THE GAS MAIN IS OUT OF SERVICE, CUT & CAPPED
THE UTILITY IS NO LONGER IN SERVICE. MATERIAL REMOVED SHALL BE DISPOSED
COORDINATE WITH CLEARWATER GAS PRIOR TO REMOVAL OF THE PIPE TO ENSURE1050-16-002
INCLUDES APPROXIMATELY 508 SY SOD FOR TEMPORARY EROSION CONTROL570- 1- 2
INCLUDED IN THE COST OF CURB AND GUTTER
COST OF ASPHALT BASE CURB PAD AND ADDITIONAL CURB THICKNESS IS520- 1- 10
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
PHASE I PHASE II
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL
DAYS P P DAYS P P P F
0102 1 MAINTENANCE OF TRAFFIC LS 1 345 CALENDAR DAYS
0102 60 WORK ZONE SIGN ED 27 45 1215 110 92 10120 11335
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 244 244 244
0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 27 60 1620 110 41 4510 6130
0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 34 2 68 110 1 110 178 INCLUDES 7 DAYS PRIOR
0102 115 TYPE III BARRICADES ED 27 110 4 440 440
0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM 0.182 0.182 0.068 0.068 0.250
0710 11 123 ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND LF 72 72 70 70 142
0710 11 125 CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR LF
0710 11 141 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/GM 0.023 0.023 0.004 0.004 0.027
0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"GM 0.224 0.224 0.078 0.078 0.302
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:38 PM Default
SQ-2
SUMMARY OF QUANTITIES
PERIOD.
NOTE: THAT PHASE V-A AND PHASE V-B REPRESENT DAY TIME AND NIGHT TIME CONSTRUCTION OF THE SAME WORK
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
PHASE III PHASE IV
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL
DAYS P P DAYS P P P F
0102 1 MAINTENANCE OF TRAFFIC LS
0102 60 WORK ZONE SIGN ED 27 23 621 30 15 450 1071
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF
0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 96 96 96
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 27 53 1431 30 60 1800 3231
0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED
0102 115 TYPE III BARRICADES ED 27 6 162 162
0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM 0.400 0.400 0.400
0710 11 123 ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND LF 193 193 49 49 242
0710 11 125 CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR LF 11 11 11
0710 11 141 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/GM 0.136 0.136 0.136
0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"GM 0.268 0.268 0.268
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
PHASE V-A PHASE V-B
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL
DAYS P P DAYS P P P F
0102 1 MAINTENANCE OF TRAFFIC LS
0102 60 WORK ZONE SIGN ED 35 171 5985 35 17 595 6580
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF
0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 35 109 3815 35 62 2170 5985
0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 132 132 132
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 35 11 385 35 385
0102 115 TYPE III BARRICADES ED 35 24 840 35 4 140 980
0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM 0.104 0.104 0.104
0710 11 123 ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND LF 143 143 143
0710 11 125 CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR LF 22 22 22
0710 11 141 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/GM 0.073 0.073 0.073
0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"GM 0.051 0.051 0.051
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:40 PM Default
SQ-3
SUMMARY OF QUANTITIES
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
PHASE VI PHASE VII
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL DURATION QUANTITY TOTAL
DAYS P P DAYS P P P F
0102 1 MAINTENANCE OF TRAFFIC LS
0102 60 WORK ZONE SIGN ED 96 23 2208 8 43 344 2552
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 10 10 10
0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 440 440 440
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 224 224 224
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 96 76 7296 8 66 528 7824
0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 8 1 8 8
0102 115 TYPE III BARRICADES ED 8 2 16 16
0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM 0.031 0.031 0.280 0.280 0.311
0710 11 123 ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND LF 118 118 143 143 261
0710 11 125 CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR LF 22 22 23 23 45
0710 11 141 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/GM 0.133 0.133 0.133
0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"GM 0.268 0.268 0.268
SUMMARY OF TEMPORARY TRAFFIC CONTROL PLAN ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION UNIT
PHASE VIII
TOTAL TOTAL
GRAND
NOTES
DESIGN
REMARKS
CONSTRUCTION
DURATION QUANTITY TOTAL
DAYS P P P F P F
0102 1 MAINTENANCE OF TRAFFIC LS 1
0102 60 WORK ZONE SIGN ED 12 36 432 432 21970
0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 254
0102 71 15 TEMPORARY BARRIER, F&I, ANCHORED LF 440
0102 71 23 TEMPORARY BARRIER, RELOCATE, LOW PROFILE, CONCRETE LF 320
0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 12 63 756 756 23926
0102 78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 132
0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 571
0102 115 TYPE III BARRICADES ED 1598
0710 11 101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6"GM 1.065
0710 11 123 ROUNDABOUT, 12"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND LF 788
0710 11 125 CROSSWALK, 24"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR LF 78
0710 11 141 6-10 DOTTED EXTENSION, 6"
PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/GM 0.369
0710 11 201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6"GM 0.889
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:41 PM Default
SQ-4
SUMMARY OF QUANTITIES
SUMMARY OF TEMPORARY CRASH CUSHIONS
PHASE
TTC STATION (FT)
OFFSET SIDE
(MPH)
SPEED
ZONE
WORK
TL-3)
(TL-2 OR
LEVEL
TEST
(IN)
HAZARD
WIDTH OF
(FT)
RESTRICTION
LENGTH CRASH CUSHION
TEMPORARY
NOTES
DESIGN
REMARKS
CONSTRUCTION
0102 89 1
P F
VII 921+29.59 56.54 RT 55 TL-3 24.00 N/A 1 BL SURVEY SR 55 (US 19)
SUB-TOTAL:1
TOTAL:1
SUMMARY OF SPECIAL DETOURS
PHASE
TTC LOCATION
SIDE ID
AREA
UNITSTEMPORARY PAVEMENT
SPECIAL DETOUR
EARTHWORK/BASE
TEMPORARY
SPECIAL DETOUR
SPECIAL DETOUR
PEDESTRIAN
NOTES
DESIGN
REMARKS
CONSTRUCTION
0102 2200 0102 2300 0102 4
STA. TO STA.P SY F P CY F P SY F
IV 524+01.97 to 527+98.37 RT 5308 LS 1 678 BL NBFR
IV 524+01.97 to 527+98.37 RT LS 1 255 PEDESTRIAN & TEMPORARY DETOURS
BL NBFR, EW INCLUDES BOTH
I 49+99.31 to 50+00.00 LT 7945 LS 1 5 CL CONST. HARN
II 49+97.87 to 50+00.00 RT 7948 5
III 528+64.12 to 528+75.12 RT 7952 7 BL NBFR
IV 523+27.51 to 523+32.51 RT 7929 4
IV 523+99.53 to 528+05.94 RT 5322 229
VI 524+10.42 to 524+21.42 RT 7956 7
SUMMARY OF PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES
PHASE
CONST.
LOCATION
SIDE LENGTH DAYS
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION0102 74 8
STA. TO STA.
FD
P F
I 46+25.19 to 46+25.21 LT 4 29 116 CL CONST. HARN BLVD.
I 226+00.79 to 226+00.79 LT/RT 6 29 174 BL SBFR
I 226+95.03 to 227+18.96 LT 30 29 870
I 226+95.34 to 227+29.41 LT/RT 40 29 1160
II 46+39.72 to 46+39.75 RT 4 117 468 CL CONST. HARN BLVD.
II 46+69.01 to 46+69.04 RT 4 117 468
II 47+09.71 to 47+09.73 RT 4 117 468
II 225+77.95 to 226+48.75 LT/RT 77 117 9009 BL SBFR
II 225+91.95 to 226+60.79 LT 75 117 8775
II 226+93.73 to 227+29.41 LT/RT 42 117 4914
II 226+94.99 to 227+18.96 LT 30 117 3510
III 526+70.37 to 528+69.75 LT/RT 221 29 6409 BL NBFR
III 526+87.14 to 528+74.55 LT 194 29 5626
IV 523+28.13 to 528+15.80 LT/RT 505 32 16160 BL NBFR
IV 523+33.22 to 528+16.10 LT/RT 505 32 16160
V 523+99.37 to 528+07.86 RT 419 37 15503 BL NBFR
V 524+03.02 to 527+97.93 RT 405 37 14985
VI 524+08.24 to 528+15.80 RT 420 102 42840 BL NBFR
VI 524+16.48 to 528+16.10 RT 414 102 42228
SUB-TOTAL:189843
TOTAL:189843
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:43 PM Default
SQ-5
SUMMARY OF QUANTITIES
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
LOCATION
SIDE ID
AREA
BARRIER
SEDIMENT
DEVICE
PREVENTION
TRACKING
SOIL
SYSTEM
PROTECTION
INLET
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
0104 10 3 0104 15 0104 18
LF EA EA
P F P F P F
47+12.13 to 49+87.68 RT 296.5 CL CONST. HARN BLVD.
47+37.35 to 47+84.99 LT 47.6
48+09.48 to 48+46.79 LT 37.3
48+78.54 to 49+88.46 LT 140.0
100+20.31 to 101+04.09 RT 101.3 CL CONST. ENT. A
200+10.95 to 200+55.29 LT 55.0 CL CONST. ENT. B
200+69.19 to 200+87.57 LT 52.8
523+93.95 to 525+96.52 RT 240.9 BL NBFR
526+04.01 to 528+14.84 RT 226.1
45+65.50 to 50+00.00 LT/RT 2 CL CONST. HARN BLVD.
523+38.17 to 528+65.02 LT/RT 2 BL NBFR
49+50.95 to 49+50.98 LT 1 CL CONST. HARN BLVD.
49+51.12 to 49+51.14 RT 1
200+95.98 to 200+96.05 LT 1 CL CONST. ENT. B
225+94.15 to 226+00.15 LT 1
227+85.55 to 227+91.55 LT 1
516+21.79 to 516+27.78 LT 1 BL NBFR
516+36.23 to 516+42.23 RT 1
517+96.65 to 518+02.65 LT 1
518+56.92 to 518+62.92 LT 1
520+35.75 to 520+41.74 RT 1
520+97.86 to 521+03.86 RT 1
521+53.15 to 521+59.15 RT 1
524+45.63 to 524+51.62 LT 1
525+96.77 to 526+02.76 RT 1
527+21.28 to 527+27.28 RT 1
527+73.35 to 527+79.35 RT 1
528+36.98 to 528+42.98 RT 1
529+99.33 to 530+05.33 RT 1
530+45.75 to 530+51.75 RT 1
530+95.26 to 531+01.26 RT 1
SUB-TOTAL:1197.5 4 20
TOTAL:1198 4 20
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:45 PM Default
SQ-6
SUMMARY OF QUANTITIES
SUMMARY OF LITTER REMOVAL AND MOWING
PHASE
CONST.
LOCATION
SIDE
(DAYS)DURATION(DAYS)FREQUENCYLITTER REMOVAL MOWING
NOTES
DESIGN
REMARKS
CONSTRUCTION
0107 1 0107 2
ID
AREA CYCLES
AREA
ID
AREA CYCLES
AREA
STA. TO STA.
CYCLE
AC/TOTAL (AC)
CYCLE
AC/TOTAL (AC)
P F P F
ALL 516+65.70 to 519+40.15 LT/RT 345 30 40084 12 0.058 0.696 BL NBFR
ALL 516+65.70 to 530+80.02 LT 345 30 40677 12 0.525 6.3
ALL 523+44.01 to 526+31.44 RT 345 30 33373 12 0.181 2.172
ALL 523+90.69 to 528+17.02 RT 345 30 33443 12 0.031 0.372
ALL 526+68.28 to 528+65.02 LT/RT 345 30 33399 12 0.175 2.1
ALL 528+65.02 to 530+80.00 RT 345 30 40079 12 0.059 0.708
ALL 224+89.82 to 228+33.23 RT 345 30 40049 12 0.075 0.900 BL SBFR
ALL 224+89.84 to 226+01.44 LT 345 30 40037 12 0.031 0.372
ALL 226+99.34 to 228+33.18 LT/RT 345 30 40736 12 0.046 0.552
ALL 200+67.54 to 200+87.00 LT 345 30 33433 12 0.003 0.036 CL CONST. ENT. B
ALL 45+65.48 to 47+25.96 RT 345 30 39932 12 0.069 0.828 CL CONST. HARN BLVD.
ALL 45+65.50 to 47+42.93 LT 345 30 39921 12 0.083 0.996
ALL 47+06.49 to 47+42.91 RT 345 30 38082 12 0.013 0.156
ALL 47+42.90 to 49+99.65 RT 345 30 33340 12 0.116 1.392
ALL 47+42.92 to 50+00.00 LT 345 30 40717 12 0.115 1.380
ALL 516+65.70 to 517+05.29 RT 345 30 41414 12 0.002 0.024 BL NBFR
ALL 517+33.27 to 518+91.55 RT 345 30 41428 12 0.007 0.084
ALL 523+91.49 to 525+97.54 RT 345 30 37819 12 0.166 1.992
ALL 525+35.00 to 526+39.09 RT 345 30 37841 12 0.046 0.552
ALL 526+02.63 to 528+16.35 RT 345 30 37874 12 0.118 1.416
ALL 526+39.50 to 526+94.00 RT 345 30 37954 12 0.025 0.300
ALL 526+73.54 to 526+97.68 RT 345 30 37893 12 0.003 0.036
ALL 526+84.28 to 528+65.02 RT 345 30 37901 12 0.059 0.708
ALL 528+42.02 to 528+72.23 RT 345 30 37932 12 0.031 0.372
ALL 528+72.14 to 530+04.99 RT 345 30 40998 12 0.012 0.144
ALL 530+48.31 to 530+80.00 RT 345 30 41005 12 0.003 0.036
ALL 226+93.74 to 228+33.11 LT 345 30 40902 12 0.011 0.132 BL SBFR
ALL 100+19.11 to 101+06.64 RT 345 30 37780 12 0.024 0.288 CL CONST. ENT. A
ALL 100+19.11 to 100+69.86 LT/RT 345 30 37795 12 0.020 0.240
ALL 200+67.98 to 200+87.00 LT 345 30 37946 12 0.001 0.012 CL CONST. ENT. B
ALL 45+65.51 to 45+75.28 LT 345 30 40855 12 0.002 0.024 CL CONST. HARN BLVD.
ALL 45+84.48 to 46+14.21 RT 345 30 40794 12 0.001 0.012
ALL 45+86.45 to 46+14.28 RT 345 30 40788 12 0.006 0.072
ALL 45+94.90 to 46+17.48 LT 345 30 40817 12 0.006 0.072
ALL 46+22.41 to 47+18.41 LT 345 30 40811 12 0.028 0.336
ALL 46+22.46 to 47+21.21 LT 345 30 40829 12 0.002 0.024
SUB-TOTAL:18.960 SUB-TOTAL:6.876
TOTAL:18.96 TOTAL:8.81
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:46 PM Default
SQ-7
SUMMARY OF QUANTITIES
SUMMARY OF MONITOR EXISTING STRUCTURES
NO.
SITE
LOCATION
USAGE
STRUCTURE MONITORING
SETTLEMENT
INSPECTION &
MONITORING
VIBRATION
NOTES
DESIGN
REMARKS
CONSTRUCTION
0108 1 0108 2
ADDRESS AND/OR STA.
LS LS
P F P F
1 33764
19080 US HWY 19 N., CLEARWATER, FL STAR CLEANERS OF TAMPA X X
2 33764
19206 US HWY 19., CLEARWATER, FL NEW WAVE AUTO SALES X X
3 33764
2577 HARN BLVD., CLEARWATER, FL
DONUTS
SPEEDWAY & DUNKIN'X X
4 33764
19135 US HWY 19 N., CLEARWATER, FL
(GARBAGE COLLECTOR)
BAY COVE APARTMENTS X X
5 33764
19135 US HWY 19 N., CLEARWATER, FL BAY COVE APARTMENTS X X
TOTAL:1 1
THIS LIST INCLUDES EXISTING STRUCTURES (AS DETERMINED BY THE DEPARTMENT) LOCATED OUTSIDE THE LIMITS SPECIFIED IN ARTICLE 108-2 OF THE FDOT SPECIFICATIONS
THAT ARE REQUIRED TO BE MONITORED. THIS LIST SHOULD NOT BE CONSIDERED ALL INCLUSIVE AND DOES NOT CONTAIN EXISTING STRUCTURES TO BE MONITORED THAT ARE
LOCATED WITHIN THE DISTANCES SPECIFIED IN ARTICLE 108-2.
SUMMARY OF LITTER REMOVAL AND MOWING
PHASE
CONST.
LOCATION
SIDE
(DAYS)DURATION(DAYS)FREQUENCYLITTER REMOVAL MOWING
NOTES
DESIGN
REMARKS
CONSTRUCTION
0107 1 0107 2
ID
AREA CYCLES
AREA
ID
AREA CYCLES
AREA
STA. TO STA.
CYCLE
AC/TOTAL (AC)
CYCLE
AC/TOTAL (AC)
P F P F
ALL 46+38.14 to 46+71.81 RT 345 30 40799 12 0.001 0.012 CL CONST. HARN BLVD.
ALL 46+38.35 to 46+69.29 RT 345 30 40805 12 0.007 0.084
ALL 47+06.57 to 47+42.90 RT 345 30 40869 12 0.001 0.012
ALL 47+09.53 to 47+42.91 RT 345 30 38069 12 0.008 0.096
ALL 47+37.69 to 47+42.92 LT 345 30 40824 12 0.001 0.012
ALL 47+42.90 to 49+91.74 RT 345 30 40914 12 0.080 0.960
ALL 47+42.92 to 47+82.01 LT 345 30 37720 12 0.009 0.108
ALL 47+42.93 to 47+84.00 LT 345 30 37729 12 0.002 0.024
ALL 48+03.87 to 48+34.50 RT 345 30 37710 12 0.003 0.036
ALL 48+08.00 to 48+42.00 LT 345 30 37737 12 0.002 0.024
ALL 48+10.30 to 48+41.62 LT 345 30 37744 12 0.003 0.036
ALL 48+39.69 to 48+54.94 RT 345 30 37715 12 0.001 0.012
ALL 48+56.76 to 49+68.82 RT 345 30 37682 12 0.022 0.264
ALL 48+76.00 to 49+85.30 LT 345 30 37761 12 0.009 0.108
ALL 48+76.38 to 49+59.78 LT 345 30 37755 12 0.012 0.144
SUB-TOTAL:SUB-TOTAL:1.93
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:48 PM Default
SQ-8
SUMMARY OF QUANTITIES
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE ID
AREA
UNITS (IF LUMP SUM)
SECONDARY UNITS QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.AREA (AC)P F P F
0110 1 1 CLEARING & GRUBBING 517+10.81 to 517+78.96 LT 44005 LS 0.89 0.010 1 BL NBFR
517+26.50 to 517+55.62 LT 47639 2E-3
517+28.29 to 518+00.18 LT 43982 0.008
523+43.99 to 523+96.20 RT 47707 2E-3
523+44.09 to 528+65.02 LT/RT 40150 0.589
524+10.27 to 525+97.54 RT 30765 0.007
525+91.65 to 526+02.33 RT 30734 0.001
526+02.63 to 528+01.36 RT 30757 0.011
526+40.00 to 528+65.02 LT 47720 0.005
526+73.54 to 526+97.68 RT 30786 0.003
527+16.29 to 527+32.23 RT 30794 0.001
528+37.37 to 528+47.96 LT/RT 30772 0.001
100+71.21 to 101+06.12 LT 30747 0.004 CL CONST. ENT. A
200+68.06 to 200+87.00 LT 31200 0.001 CL CONST. ENT. B
47+09.53 to 47+42.91 RT 38059 0.008 CL CONST. HARN BLVD.
47+42.76 to 48+48.10 LT 30648 0.035
47+42.90 to 49+90.31 RT 38969 0.009
47+42.91 to 49+68.82 RT 30589 0.064
47+42.91 to 49+99.74 RT 39881 0.097
47+51.44 to 47+72.11 LT 30642 0.002
48+75.58 to 49+58.89 LT 30700 0.016
48+77.36 to 49+85.30 LT 32530 0.012
49+42.96 to 49+59.00 RT 30578 0.001
49+87.41 to 49+92.08 LT 32550 0.001
0110 4 10 REMOVAL OF EXISTING CONCRETE 517+11.12 to 518+13.49 LT N/A SY 31.3 1165 BL NBFR, SHOULDER BARRIER WALL
517+26.49 to 517+55.80 LT N/A 9.1 BL NBFR, SHOULDER BARRIER WALL
517+26.50 to 517+55.81 LT 43406 9.9 BL NBFR, SHOULDER GUTTER
523+44.01 to 526+31.44 RT 28265 76.1 CURB & GUTTER
523+44.03 to 526+25.85 RT 31486 204.6 SIDEWALK
523+90.69 to 525+95.56 RT 31419 14.5 CURB & GUTTER
524+14.38 to 525+31.38 LT 43356 137.9 CONCRETE CAP
526+04.90 to 528+17.02 RT 31437 12.8 CURB & GUTTER
524+14.38 to 525+31.38 LT N/A 35.8 SHOULDER BARRIER WALL
526+68.28 to 528+65.02 LT/RT 28363 60.1 CURB & GUTTER
526+69.97 to 528+65.02 RT 28427 139.1 SIDEWALK
527+71.58 to 527+82.32 RT 40126 14.8 CONCRETE FLUME
100+36.49 to 101+06.64 LT/RT 40338 7.5 CL CONST. ENT. A, CURB & GUTTER
200+50.81 to 200+54.89 LT 37084 0.5 CL CONST. ENT. B, CURB & GUTTER
200+67.54 to 200+87.00 LT 37071 2 CURB & GUTTER
47+27.91 to 47+43.28 RT 38051 3.5 CL CONST. HARN BLVD., CURB & GUTTER
47+42.91 to 49+99.59 RT 37042 59.8 CURB & GUTTER
47+42.92 to 47+61.42 LT 29025 5.7 CURB & GUTTER
47+61.41 to 50+00.12 LT 40297 56.1 CURB & GUTTER
47+69.42 to 49+97.61 RT 37018 122.6 SIDEWALK
47+70.00 to 48+08.80 LT 28101 16.5 SIDEWALK
48+36.71 to 48+78.01 LT 28105 70.1 DRIVEWAY
48+77.36 to 48+78.31 LT 29448 0.2 CURB & GUTTER
48+77.39 to 49+98.05 LT 40275 70.3 SIDEWALK
49+87.73 to 49+91.45 RT 39004 3.9 CONCRETE BASIN
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:50 PM Default
SUMMARY OF EARTHWORK
NO.
PAY ITEM PAY ITEM DESCRIPTION
CY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
0120 1 REGULAR EXCAVATION
BL NBFR 296.0
CL CONST. HARN BLVD.105.0
CL CONST. ENT. A 93.0
CL CONST. ENT. B 35.0
TOTAL EXCAVATION 529.0
0120 6 EMBANKMENT
BL NBFR 108.0
CL CONST. HARN BLVD.16.0
CL CONST. ENT. A 0.0
CL CONST. ENT. B 2.0
TOTAL EMBANKMENT 126.0
SQ-9
SUMMARY OF QUANTITIES
SUMMARY OF DRIVEWAY BASE
LOCATION
SIDE ID
AREA
0286 1
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
SY
P F
47+74.00 to 48+18.00 LT 27362 55.5 CL CONST. HARN BLVD.
48+32.00 to 48+86.00 LT 27371 66.9
SUB-TOTAL:122.4
TOTAL:122
QUANTITIES FOR WHICH PAYMENT IS MADE BY PLAN QUANTITY.
OPTION IS CONSTRUCTED, THERE SHALL BE NO REVISION TO THE EARTHWORK
EARTHWORK HAS BEEN CALCULATED USING THE LIMEROCK BASE OPTION. IF ANOTHER
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:52 PM Default
SQ-10
SUMMARY OF QUANTITIES
SUMMARY OF RAILING
LOCATION
SIDE
(STEEL)
GUIDERAIL
PIPE HANDRAIL -
NOTES
DESIGN
REMARKS
CONSTRUCTION
0515 1 1
STA. TO STA.
LF
P F
926+05.48 to 926+37.50 LT 32.1 BL SR 55
SUB-TOTAL:32.1
TOTAL:32
SUMMARY OF PAVEMENT
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE ID
AREA UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.DESCRIPTION
P F P F
0160 4 TYPE B STABILIZATION 47+42.91 to 50+00.00 LT/RT 37996 SY 929.5 1570 CL CONST. HARN BLVD.
100+09.50 to 101+06.64 LT/RT 38018 311.1 CL CONST. ENT. A
200+00.00 to 200+87.00 LT/RT 41605 329.8 CL CONST. ENT. B
285702 OPTIONAL BASE, BASE GROUP 02 100+09.50 to 101+06.64 LT/RT 25045 SY 274.2 485 CL CONST. ENT. A
200+11.21 to 200+87.00 LT/RT 26647 210.5 CL CONST. ENT. B
285706 OPTIONAL BASE, BASE GROUP 06 517+10.81 to 517+78.96 LT 30664 SY 49.5 50 BL NBFR
285710 OPTIONAL BASE, BASE GROUP 10 47+42.92 to 50+00.00 LT/RT 27393 SY 782.5 783 CL CONST. HARN BLVD.
285715 OPTIONAL BASE, BASE GROUP 15 526+40.00 to 528+65.02 LT/RT 34396 SY 269.9 270 BL NBFR
0327 70 1 MILLING EXIST. ASPH PAVT, 1" AVG DEPTH 45+65.50 to 47+42.92 LT/RT 27081 SY 777.6 5956 CL CONST. HARN BLVD.
224+89.84 to 228+33.16 LT/RT 26910 789.8 BL SBFR
516+65.70 to 530+80.00 LT/RT 29633 4388.5 BL NBFR
0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B 517+10.81 to 517+78.96 2.5" LIFT LT 29979 TN 6.80 6.8 BL NBFR
0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C 47+42.92 to 50+00.00 3.0" LIFT LT/RT 26924 TN 129.12 221.3 CL CONST. HARN BLVD.
100+09.50 to 101+06.64 1.5" LIFT LT/RT 26792 22.62 CL CONST. ENT. A
200+12.00 to 200+87.00 1.5" LIFT LT/RT 26783 17.18 CL CONST. ENT. B
526+40.00 to 528+65.02 3.5" LIFT LT/RT 26761 52.40 BL NBFR
0337 7 25 FC-5, PG 76-22
ASPHALT CONCRETE FRICTION COURSE, INC BIT,517+10.81 to 517+78.96 LT 30151 TN 1.98 2.0 BL NBFR
0337 7 82 FC-9.5, PG 76-22
ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C,45+65.48 to 47+42.92 LT/RT 31952 TN 42.77 412.1 CL CONST. HARN BLVD.
47+42.92 to 50+00.00 LT/RT 27018 43.04
100+09.50 to 101+06.64 LT/RT 26685 15.08 CL CONST. ENT. A
200+11.21 to 200+87.00 LT/RT 26664 11.58 CL CONST. ENT. B
224+89.82 to 228+33.23 LT/RT 27030 43.46 BL SBFR
516+65.70 to 530+80.00 LT/RT 29679 241.35 BL NBFR
526+40.00 to 528+65.02 LT/RT 26673 14.85
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:54 PM Default
SQ-11
SUMMARY OF QUANTITIES
SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE UNIT
QUANTITY
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
LENGTH
GROSS DEDUCTIONS NET LENGTH
TYPE LENGTH P F P F
0520 1 10 CONCRETE CURB & GUTTER, TYPE F 47+42.92 to 49+98.75 LT LF 269.3 INLETS 26.5 242.8 1095 CL CONST. HARN BLVD.
47+63.32 to 49+98.24 RT 276.0 INLETS 16.0 260.0
100+01.50 to 100+58.50 LT 70.5 INLETS 10.0 60.5 CL CONST. ENT. A
100+12.42 to 100+46.00 RT 47.2 47.2
200+01.50 to 200+53.49 LT 68.7 68.7 CL CONST. ENT. B
200+13.50 to 200+64.00 RT 64.1 INLETS 10.0 54.1
524+15.73 to 527+92.02 RT 377.6 INLETS 16.0 361.6 BL NBFR
0520 2 4 CONCRETE CURB, TYPE D 100+46.00 to 101+06.64 RT LF 61.3 61.3 164 CL CONST. ENT. A
100+58.50 to 101+06.48 LT 50.7 50.7
200+64.00 to 200+87.00 RT 23.0 23.0 CL CONST. ENT. B
200+67.55 to 200+87.00 LT 28.9 28.9
0520 6 SHOULDER GUTTER - CONCRETE 47+27.91 to 47+63.32 RT LF 36.0 INLETS 5.3 30.7 31 CL CONST. HARN BLVD.
SUMMARY OF PERMANENT BARRIER WALL
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.P F P F
0521 1 11 MEDIAN CONCRETE BARRIER, 38" HEIGHT 517+11.16 to 517+23.62 LT LF 12.5 50 BL NBFR
518+00.99 to 518+13.49 LT 12.5
524+14.38 to 524+26.88 LT 12.5
525+18.88 to 525+31.38 LT 12.5
0521 1 14 SIGN OR PIER SHIELDING
MEDIAN CONCRETE BARRIER, VARIABLE SECTION WIDTH FOR 517+63.96 to 518+00.99 LT LF 38.6 260 BL NBFR
517+63.96 to 518+00.99 LT 37.0
524+26.88 to 525+18.88 LT 92.0
524+26.88 to 525+18.88 LT 92.5
0521 72 40 SHOULDER CONCRETE BARRIER, 38" OR 44" HEIGHT 517+23.62 to 517+63.96 LT LF 40.3 40 BL NBFR
0521 72 43 SHOULDER CONCRETE BARRIER, CURB & GUTTER BARRIER 517+26.50 to 517+39.00 LT LF 12.5 37 BL NBFR
517+39.00 to 517+63.96 LT 25.0
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:56 PM Default
SQ-12
SUMMARY OF QUANTITIES
SUMMARY OF SIDEWALK & DETECTABLE WARNINGS
LOCATION
SIDE
ID
AREA
4"
CONC SIDEWALK
6"
CONC SIDEWALK
CONCRETE
PAD -
BUS SHELTER
WARNINGS
DETECTABLE
NOTES
DESIGN
REMARKS
CONSTRUCTION
0522 1 0522 2 0522 4 0527 2
STA. TO STA.
SY SY SY SF
P F P F P F P F
47+63.42 to 49+74.74 RT 39129 173.3 CL CONST. HARN BLVD.
47+70.00 to 47+84.00 LT 29569 7.7
48+08.00 to 48+42.00 LT 29575 22.5
48+76.00 to 49+75.26 LT 29586 68.1
226+05.44 to 226+31.40 LT 32591 17.3 BL SBFR
517+26.50 to 517+63.96 LT 45447 26.9 BL NBFR
524+14.38 to 525+31.38 LT 45431 110.7
524+15.73 to 527+90.79 RT 32920 440.6
47+74.00 to 48+18.00 LT 47200 55.5 CL CONST. HARN BLVD.
48+32.00 to 48+86.00 LT 47218 66.9
49+74.74 to 49+97.74 RT 29731 25.6
49+75.26 to 49+98.25 LT 29726 20.8
100+02.00 to 100+20.36 LT 40569 17.0 CL CONST. ENT. A
100+12.92 to 100+19.11 RT 40564 7.3
200+02.00 to 200+20.19 LT 40550 17.0 CL CONST. ENT. B
200+14.00 to 200+20.00 RT 40558 7.9
525+35.00 to 525+40.00 RT 32970 4.4 BL NBFR
525+35.00 to 525+45.00 RT 48080 6.7 BL NBFR
49+88.42 to 49+92.28 RT 29212 6.9 CL CONST. HARN BLVD.
49+88.81 to 49+92.71 LT 29207 7.0
100+13.66 to 100+19.02 LT 29223 11.1 CL CONST. ENT. A
100+13.74 to 100+18.61 RT 29217 16.9
200+13.50 to 200+18.86 LT 29234 11.1 CL CONST. ENT. B
200+14.50 to 200+19.50 RT 29229 19.0
SUB-TOTAL:867.1 222.4 6.7 72.0
TOTAL:867 222 7 72
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
KENNETH D. YINGER, P.E.
P.E. LICENSE NUMBER 75595
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:12:58 PM Default
SUMMARY OF DITCH PAVEMENT
LOCATION
SIDE ID
AREA REINFORCED, 4"
PAVEMENT, NON
CONC. DITCH
NOTES
DESIGN
REMARKS
CONSTRUCTION
0524 1 2
STA. TO STA.
SY
P F
48+53.85 to 48+56.94 RT 36377 4.5 CL CONST. HARN BLVD.
48+57.78 to 48+69.70 RT 36382 6.5
48+72.68 to 49+04.70 RT 36391 10.7
49+07.68 to 49+39.70 RT 36396 10.7
49+42.68 to 49+52.62 RT 36401 3.3
49+55.59 to 49+70.45 RT 36408 5.4
49+55.67 to 49+70.53 RT 36416 4.3
226+05.44 to 226+16.21 LT 36421 5.6 BL SBFR
524+85.78 to 524+94.21 RT 36452 9.4 BL NBFR
525+38.56 to 525+41.56 RT 36448 3.3
525+38.56 to 525+41.56 RT 36450 3.3
525+42.56 to 525+50.40 RT 36446 2.6
525+52.97 to 525+85.02 RT 36444 10.7
525+87.97 to 526+20.02 RT 36442 10.7
525+97.19 to 526+21.75 RT 36426 12.0
SUB-TOTAL:103.0
TOTAL:103
SUMMARY OF MISCELLANEOUS DRAINAGE ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
P F P F
0430 830 PIPE FILLING AND PLUGGING - PLACE OUT OF SERVICE 526+31.00 to 527+24.28 RT CY 10.9 19 EX-16 to EX-17
527+24.28 to 527+76.45 RT 3.4 EX-17 to EX-21
527+76.45 to 528+39.98 RT 4.2 EX-21 to EX-35
0530 74 BEDDING STONE 525+40.56 to 526+37.51 RT TN 270.1 602 BL NBFR
526+45.89 to 526+57.97 RT 14.3
48+10.79 to 48+20.79 RT 13.9 CL CONST. HARN BLVD.
48+56.93 to 49+67.51 RT 303.4
SQ-13
SUMMARY OF QUANTITIES
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/8/2020 5:13:00 PM Default
SQ-14
SUMMARY OF QUANTITIES
SUMMARY OF PERFORMANCE TURF
LOCATION
SIDE ID
AREA
PERFORMANCE
TURF (SOD)DESIGN CONSTRUCTION
0570 1 2 NOTES REMARKS
STA. TO STA.
SY
P F
47+09.53 to 47+63.42 RT 38713 68.0 FLAT SLOPE, CL CONST. HARN BLVD.
47+42.91 to 47+82.01 LT 33368 42.6 0.04 SLOPE
47+42.91 to 47+84.00 LT 33333 9.6 1:4 SLOPE
47+42.95 to 48+38.30 RT 37683 137.7 FLAT SLOPE
48+03.87 to 48+34.50 RT 37618 12.3 1:4 SLOPE
48+08.00 to 48+42.00 LT 33340 8.6 1:4 SLOPE
48+10.30 to 48+41.62 LT 33377 16.9 0.04 SLOPE
48+38.30 to 49+91.74 RT 37749 210.7 FLAT SLOPE
48+39.69 to 48+53.94 RT 37627 2.4 1:4 SLOPE
48+76.00 to 49+85.34 LT 33347 43.2 1:4 SLOPE
48+76.38 to 49+59.78 LT 33387 56.2 0.04 SLOPE
49+87.41 to 49+92.08 LT 33360 3.2 1:4 SLOPE
100+19.11 to 101+06.64 RT 39165 69.3 1:6 SLOPE, CL CONST. ENT. A
100+19.16 to 100+59.04 LT 33089 22.2 1:6 SLOPE
100+52.50 to 100+60.00 LT 39180 1.1 1:6 SLOPE
100+59.04 to 101+06.12 LT 33100 67.6 1:6 SLOPE
200+08.00 to 200+53.04 LT 33311 32.2 1:6 SLOPE, CL CONST. ENT. B
200+21.42 to 200+87.00 RT 33296 35.8 1:6 SLOPE
200+67.99 to 200+87.00 LT 33325 8.2 1:6 SLOPE
523+38.50 to 523+57.85 RT 33072 10.8 0.04 SLOPE, BL NBFR
523+98.50 to 524+39.17 RT 33119 147.2 0.04 SLOPE
523+98.73 to 524+39.28 RT 33128 48.4 0.04 SLOPE
524+03.30 to 524+39.20 RT 33114 19.9 FLAT SLOPE
524+38.92 to 525+97.54 RT 33136 485.2 0.04 SLOPE
524+39.17 to 524+92.50 RT 33158 39.3 FLAT SLOPE
525+35.00 to 526+39.09 RT 37874 201.9 0.04 SLOPE
526+02.63 to 527+52.83 RT 33244 257.2 0.04 SLOPE
526+37.50 to 526+75.39 RT 37985 21.8 0.04 SLOPE
526+37.60 to 526+75.35 RT 37956 93.5 0.04 SLOPE
526+75.14 to 526+94.00 RT 37923 68.3 0.04 SLOPE
527+25.47 to 527+52.77 RT 33287 15.2 FLAT SLOPE
527+52.54 to 528+09.09 RT 33259 169.8 0.04 SLOPE
527+52.74 to 528+04.52 RT 33280 28.8 FLAT SLOPE
527+52.77 to 528+09.30 RT 33270 58.7 0.04 SLOPE
FROM SUMMARY OF DRAINAGE STRUCTURES 28.0
TEMPORARY EROSION CONTROL 508.36
SUB-TOTAL:3050.2
TOTAL:3050
256881-5-52-01 PINELLAS SR 55
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12570 TELECOM DRIVE
TEMPLE TERRACE, FL 33637
MARK RONALD DUNN, JR., P.E.
P.E. LICENSE NUMBER 73968
PATEL, GREENE & ASSOCIATES, LLC
T:\FDOT7\Projects\25688155201\roadway\SUMQRD01.dgnUSER: madeline.glassman 10/15/2020 11:32:20 AM Default
SQ-15
TABULATION OF QUANTITIES
TABULATION OF QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT SHEET
THIS
TOTAL
TOTAL
GRAND
94 95 96 115
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
1050 16 002 UTILITY PIPE, REMOVE & DISPOSE, 2-4.9"LF 220 220 220
630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 194 194 194
639 1123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQUIRED (2" CONDUIT)AS 1 1 1
639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 194 194 194