30-Attachment H - BearssAtFlorida Final RdwyPlan.pdf
PDF 14 MB Posted
- Solicitation number
- IFB-26-00354
- Issued by
- Hillsborough County, Florida
About this file
This is a roadway construction plan document prepared by Johnson, Mirmiran & Thompson, Inc. for Hillsborough County, Florida, specifically for the Bearss Avenue at Florida Avenue intersection improvements project (CIP #69600103). The project encompasses roadway widening to accommodate an exclusive westbound to southbound right turn lane, milling and resurfacing of existing asphalt pavement, installation of drainage improvements, American Disability Act (ADA) sidewalk and pedestrian curb ramp improvements, earthwork and embankment, installation of traffic signal heads with pedestrian detection features, and comprehensive signing and pavement marking. The project is located in Section 36, Township 27S, Range 18E, with a gross project length of 0.170 miles (899.20 linear feet) extending from Construction Station 1002+98.80 to 1011+98.00. Key pay items include mobilization, maintenance of traffic, clearing and grubbing (489 acres), regular excavation (138 cubic yards), embankment (702 linear feet), milling of existing asphalt pavement, Superpave asphaltic concrete placement (approximately 467 tons of traffic C, PG 76-22), asphalt concrete friction course installation (467.1 tons), concrete sidewalk and driveways (385 square yards), performance turf sodding (474 square yards), concrete curb and gutter (80 linear feet), pipe handrail/guiderail (461 linear feet), and inlet protection systems (11 units). The plans were finalized on August 27, 2026, and the project is governed by Hillsborough County Standard Specifications for Construction (October 2021) and Florida Department of Transportation FY 2025-26 Standard Plans for Road and Bridge Construction.
The project incorporates extensive signalization and traffic control improvements, including traffic signal pole installation, vehicular traffic signal heads (3-section, 1-way), pedestrian detectors, signal cable and conduit, pull and splice boxes, and a traffic controller modification. Utility work includes ductile iron/cast iron water/sewer pipe installation (8-inch diameter), utility fittings, utility structure pads, and valve assemblies. The estimated project cost is $1,263,856.86. Professional engineers responsible for the project include Michael D. Vermillion, P.E. (No. 72340) as Engineer of Record, Ryan P. Bogan, P.E. (No. 82217) for signalization and pavement marking, Igor Kratser, P.E. (No. 73129) for soils, Robert A. Koechert, P.E. (No. 91490) for utilities, and Michael Ryan, P.E. (No. 76171) for drainage. The plans are digitally signed and sealed under Florida Administrative Code Rule 61G15-23.004, and the project is managed by Steffanie Workman, P.E. under County Commissioner Joshua Wostal and Chairwoman Christine Miller's oversight.
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N
.T .S
U .S
U .S
I-
S.R. 674
S.R. 60
S .R
U .S
I-
R a c e
Tr a c K
R d
Ehrlich Rd
D a le
M a b r y
H w y
Hillsborough Ave.
S.R. 580
11:15:58 AM Q:\2018\1801351_006_Bearss_at_Florida_69\CADD\Roadway\KEYSRD01.dgnmvermillion 8/27/2026
N
HILLSBOROUGH COUNTY
CONTRACT PLANS
THE BOARD OF COUNTY COMMISSIONERS
PLANS PREPARED BY:
ENGINEER OF RECORD: MICHAEL D. VERMILLION, P.E.
P.E. NO.:
CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY HAVE
NTS
R
E
R
E
LOCATION MAP
LENGTH OF PROJECT
DESCRIPTION LIN. FT. MILES
BRIDGES
NET LENGTH OF PROJECT
EXCEPTIONS
GROSS LENGTH OF PROJECT
CONTRACT PLANS COMPONENTS:
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
CIP NO.
Divisions II & III as directed under the Hillsborough County Standard Specifications for
Construction.
69600103
YEAR
FISCAL
NO
SHEET
000.00
000.00
0.000
0.000 following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY 2025-26 Standard Plans for Road and
ROADWAY PLANS
(813) 314-0314
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
72340
LOCATION OF PROJECT
CIP # 69600103
CAPITAL PROGRAMS DEPARTMENT
R
E
R
E
T28S
T27S
T28S
T27S
ROADWAY 0.170
0.170
0.170
BEGIN PROJECT
¡ CONST.
STA. 1002+98.80
END PROJECT
¡ CONST.
STA. 1011+98.00
899.20
899.20
899.20
BEARSS AVENUE AT NORTH FLORIDA AVENUE
INTERSECTION IMPROVEMENTS
SECTION 36 TOWNSHIP 27S, RANGE 18E
L U
T Z
T O
U N I V
E R
S I T
Y
T O
W E S
L E
Y
C
H A P E
L
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PEBBLE CREEK
TO
THONOTOSASSA
TO
T A
M P
A
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CITRUS PARK
TO
T
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O F
F I
C I
A L
R
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T
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T R
O N
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G N
A L
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C https://goo.gl/maps/nRwujF6qCn7meyVh7
Hillsborough County Public Works Standard Specifications for Construction OCTOBER 2021.
and FDOT Standard Specifications for Roadway and Bridge Construction, FY 2025-26
COUNTY C.I.P. PROJECT MANAGER: STEFFANIE WORKMAN, P.E.
COMMISSIONERJOSHUA WOSTAL
COMMISSIONERHARRY COHEN
COMMISSIONERDONNA CAMERON CEPEDA
COMMISSIONERCHRIS BOLES
CHAPLAINGWEN MYERS
VICE-CHAIRMANCHRISTINE MILLER
CHAIRMANKEN HAGEN
N 1364984.69
E 507135.39
N 1365000.37
E 508034.11
SQ-6
SQ-5
SQ-1-SQ-4
37-38
32-33
27-28
24-25
19-22
16-18
13-14
6-7
SIGNALIZATION TABULATION OF QUANTITIES
SIGNING & PAVEMENT MARKING TABULATION OF QUANTITIES
SUMMARY OF QUANTITIES
SOIL PROFILES
ROADWAY SOILS SURVEY
STANDARD MAST ARM TABULATION
SIGNALIZATION PLAN
SIGNING & PAVEMENT MARKING PLAN
UTILITY PLAN DETAIL
UTILITY ADJUSTMENTS PLAN AND PROFILE
UTILITY CONSTRUCTION PLAN
UTILITY ADJUSTMENTS
UTILITY ADJUSTMENTS TEST HOLES
TEMPORARY TRAFFIC CONTROL PLAN
DRIVEWAY HALF SECTIONS
CROSS SECTIONS
DRAINAGE STRUCTURES
ROADWAY PLAN DETAIL
ROADWAY PLAN
TRAFFIC GENERAL NOTES
ROADWAY GENERAL NOTES
PROJECT CONTROL
GEOMETRY PLAN
SUMMARY OF DRAINAGE STRUCTURES
TYPICAL SECTIONS
EXISTING DRAINAGE STRUCTURES
DRAINAGE MAP
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
S C
A L
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
:3
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y S I G
N R
D .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED TO BE SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
SHEET DESCRIPTIONSHEET NO.
INDEX OF ROADWAY PLANS
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED TO BE SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
E
SNECI
L
A
DIRO
L F
No 72340 N
OI
LL
I
MREV .D LE
A
H
CI
M
MICHAEL D. VERMILLION, P.E. NO. 72340
TAMPA, FL 33605
2000 EAST 11TH AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
SIGNATURE SHEET 2
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
E
SNECI
L
A
DIRO
L F
No 82217
NAGOB .P NAY
R
RYAN P. BOGAN, P.E. NO. 82217
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
SIGNALIZATION TABULATION OF QUANTITIES
SIGNING & PAVEMENT MARKING TABULATION OF QUANTITIES
STANDARD MAST ARM TABULATION
SIGNALIZATION PLAN
SIGNING & PAVEMENT MARKING PLAN
TRAFFIC GENERAL NOTES
SIGNATURE SHEET
SQ-6
SQ-5
32-33
IGOR KRATSER, P.E. NO. 73129
TAMPA, FL 33614
4112 WEST OSBORNE AVENUE
TEST LAB, INC.
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
E
SNECI
L
A
DIRO
L F
No 73129
RES
TARK RO
GI
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
ROBERT A. KOECHERT, P.E. NO. 91490
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
E
SNECI
L
A
DIRO
L F
No 91490
T R
E
HCEOK .A TRE
B
O R
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
E
SNECI
L
A
DIRO
L F
No 76171
NAYR LEAHCI
M
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ON ANY ELECTRONIC COPIES.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED AND
PRINTED COPIES OF THIS DOCUMENT ARE
AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY SIGNED
ON THE DATE ADJACENT TO THE SEAL.
MICHAEL RYAN, P.E. NO. 76171
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
JOHNSON, MIRMIRAN & THOMPSON, INC.
DRAINAGE STRUCTURES
SUMMARY OF DRAINAGE STRUCTURES
EXISTING DRAINAGE STRUCTURES
DRAINAGE MAP
SIGNATURE SHEET
16-18
37-38
SOIL PROFILES
ROADWAY SOILS SURVEY
SIGNATURE SHEET
SUMMARY OF QUANTITIES
UTILITY CONSTRUCTION PLAN
UTILITY ADJUSTMENTS
UTILITY ADJUSTMENTS TEST HOLES
TEMPORARY TRAFFIC CONTROL PLAN
DRIVEWAY HALF SECTIONS
CROSS SECTIONS
ROADWAY PLAN DETAIL
ROADWAY PLAN
ROADWAY GENERAL NOTES
PROJECT CONTROL
GEOMETRY PLAN
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
SQ-1 - SQ-4
27-28
24-25
19-22
13-14
6-7
UTILITY PLAN DETAIL
UTILITY ADJUSTMENTS PLAN AND PROFILE
SIGNATURE SHEET
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
C I
C O
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E C
T R
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G I
T A
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A L
D
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A
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
:3
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
C E
S S
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
SUMMARY OF PAY ITEMS 3
SUMMARY OF PAY ITEMS
ROADWAY
PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY
MOBILIZATION LS 1
MAINTENANCE OF TRAFFIC LS 1
0104 18 INLET PROTECTION SYSTEM EA 11
0327 70 6 SY 5260
0334 1 53 SUPERPAVE ASPHALTIC CONC, TRAFFIC C, PG 76-22 TN
0337 7 83 ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC-12.5, PG 76-22 TN 467.1
0110 1 1
SY
CLEARING AND GRUBBING LS/AC
0110 4 10 489
SY
CY0120 6 EMBANKMENT
0285 702
LF
SY
SY
0522 2
0570 1 2
CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK
PERFORMANCE TURF, SOD
ED 11880102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY
0102 1
0101 1
1/0.18
0520 1 10 CONCRETE CURB & GUTTER, TYPE F
SF0527 2 DETECTABLE WARNINGS 80
REMOVAL OF EXISTING CONCRETE
MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH
0160 4 SY 526TYPE B STABILIZATION
0102 14 HRTRAFFIC CONTROL OFFICER 72
0120 1 138CYREGULAR EXCAVATION
OPTIONAL BASE, BASE GROUP 06 (TYPE B, 12.5 ONLY) 396
32.7
LF0515 1 1 PIPE HANDRAIL - GUIDERAIL 10
SUMMARY OF PAY ITEMS
PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY
AS 3
AS 3
SINGLE POST SIGN, REMOVE AS 4
LF 153
GM
EA
EA
LS
EA
710- 90
LF
LF
GM
0.14
AS
GM
SF
AS 1
EA
0.08
GM
SIGNING AND PAVEMENT MARKING
700- 1- 11
700- 1- 12
700- 1- 13
700- 1- 50
700- 1- 60
700- 3- 101
700- 3- 601
705- 10- 1
706- 1- 3
710- 11- 290
711- 11- 125
711- 11- 141
711- 11- 170
711- 11- 241
711- 14- 123
711- 14- 125
711- 16- 101
711- 16- 131
711- 16- 201
711- 16- 231
SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF
SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 - 20 SF
SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 21 - 30 SF
SINGLE POST SIGN, RELOCATE
SINGLE PANEL, F&I, GROUND MOUNT, UP TO 12 SF
SINGLE PANEL, REMOVE, UP TO 12 SF
OBJECT MARKER TYPE I
RAISED PAVEMENT MARKER, TYPE B
PAINTED PAVEMENT MARKINGS, STD, YELLOW, ISLAND NOSE
PAINTED PAVEMENT MARKINGS, FINAL SURFACE
THERMOPLASTIC, STD, WHITE, SOLID, 24" FOR STOP LINE
THERMOPLASTIC, STD, WHITE, SOLID, 2-4 DOTTED GUIDE LINE, 6"
THERMOPLASTIC, STD, WHITE, ARROW
THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK
THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK
THERMOPLASTIC, PREFORMED, YELLOW, 2-4 DOTTED GUIDE LINE, 6"
THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6", 10-30 SKIP OR 3-9 SKIP
THERMOPLASTIC, STD-OTHER SURFACES, YELLOW, SOLID, 6"
THERMOPLASTIC, STD-OTHER SURFACES, WHITE, SOLID, 6"
GM 0.13
GM 0.02
EA
0.09
0.33
SUMMARY OF PAY ITEMS
PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY
LF
PI 1
EA
EA 3
630- 2- 11
632- 7- 1
635- 2- 11
646- 1- 12
SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, F&I
650- 1- 14
650- 1- 70
660- 3- 51
660- 3- 52
665- 1- 11
671- 2- 40
CONDUIT, F&I, OPEN TRENCH
PULL AND SPLICE BOX, F&I, 13" X 24" COVER SIZE
ALUMINUM SIGNAL POLE, F&I, PEDESTRIAN DETECTOR POST
VEHICULAR TARFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY
VEHICULAR TARFFIC SIGNAL, RELOCATE - INCLUDES REMOVAL & RE-INSTALL
PEDESTRIAN DETECTOR, F&I, STANDARD
TRAFFIC CONTROLLER, MODIFY
AS
AS
EA
EA
EA
EA
SIGNALIZATION
SUMMARY OF PAY ITEMS
PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY
LF
EA 1
EA
EA 1
UTILITIES
1050 51208
1055 51208
1060 21 10
1080 24108
UTILITY PIPE - DUCTILE IRON/CAST IRON, F&I, WATER/SEWER, 8"
UTILITY FITTINGS, DUCTILE IRON/CAST IRON, F&I, TEE, 8"
UTILITY STRUCTURE - ABOVE GROUND, 0-1 CY PAD, WITHOUT COVER
UTILITY FIXTURE, VALVE ASSEMBLY, F&I, 8" 4
0425 1 201 EAINLETS, CURB, TYPE 9, <10' 1
2EA0425 1 351
1EA0425 1 461
1EAINLETS, CURB, TYPE C, <10'0425 1 521
1EA0425 1 531
INLETS, CURB, TYPE P-5, <10'
INLETS, CURB, TYPE J-6, <10'
INLETS, DITCH BOTTOM, TYPE C MOD, BACK OF SWK, <10'
0425 2 43
0430 175 112
0430 175 115
0430 175 118
0430 175 124
0430 175 215
MANHOLE, P-7, PARTIAL EA 1
LF 23PIPE CULVERT, OPT MATERIAL, ROUND, 12" S/CD
PIPE CULVERT, OPT MATERIAL, ROUND, 15" S/CD LF
PIPE CULVERT, OPT MATERIAL, ROUND, 18" S/CD LF
PIPE CULVERT, OPT MATERIAL, ROUND, 24" S/CD LF 16
LF 24PIPE CULVERT, OPT MATERIAL, OTHER-ELIP/ARCH, 15" S/CD
THERMOPLASTIC, OTHER SURFACES, YELLOW, SKIP, 6", 10-30 SKIP OR 3-9 SKIP
EA 1635 2 11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE
633- 1420
630- 2- 18 LF
LF
CONDUIT, F&I, SPLIT DUCT
FIBER OPTIC CABLE, RELOCATE, UNDERGROUND
646- 1- 60 ALUMINUM SIGNAL POLE, F&I, PEDESTRIAN DETECTOR POST EA 2
0102 104 ED 290
ED 290
0102 112 DA 290
0102 107 1
TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION
TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION
EXISTING ITS MAINTENANCE DA633- 6 FIBER OPTIC CABLE LOCATOR 290
EA611- 2- 1 1ITSFM SUBSURFACE DOCUMENTATION- INTERSECTION
611- 1- 1 MIITSFM SUBSURFACE DOCUMENTATION- PROJECT LENGTH 0.17
VEHICULAR DETECTN SYSTEM-MICROWAVE, ADJST/MOD CABINET EQUIPMT.
VEHICULAR DETECTN SYSTEM-MICROWAVE, ADJST/MOD ABOVE GND EQUIPMT.
1009 1010 1011
SD
SD
SD
SD
SD
SD
SD
SD
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
C I
C O
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T
E C
T R
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G I
T A
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A L
D
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A
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
:4
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
D R
M P
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
47.5
48.0
48.0
48.5
.5
49.
.0
49.5
.5
49.5
50.0
.0
50.0
50.0
50.050.0
50.0
50.0
50.5
.5
50.5
50.5
.5
50.5
50.5 50.5
50.5
50.5 50.5
50.5
51.0
51.0
51.0 51.0
.0
1.0
51.0 51.0
51.0
.0
51.0
51.0
1.
51.5
51.5
51.5
51.5
1.5
51.5
51.5
51.5
51.5
51.5
1.
51.5
51.5
52.0
52.
52.0
.0
52.0
52.052.0
52.0
52.0
52.0
.0
52.0
52.0
52.0
52.0
52.0
.5
52.5
52.5
52.5
.5
.5
52.5
52.5
52.5
.5
52.5
52.5
52.5
53.0
53.0
.0
53.0
53.0
.0
.0
.0
53.0
.0
.0
53.0
.5
53.5
53.5
53.5
53.5
.5
.5
54.0 54.0 54.0
54.0
54.0
51.47
N
F
L O
R I
V
E
BEARSS AVE
0.065 Ac
N
12.5 50
Feet
¡ CONST. BEARSS AVE
WITH DRAINAGE CONCERNS.
DOCUMENTATION AND TO ASSIST CONSTRUCTION PERSONNEL
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE PLANS FOR
DO NOT USE THE INFORMATION ON THIS SHEET FOR
EXIST. R/W
EXIST. R/W
S-3
S-4
S-5 S-6
S-7
S-2
S-1
0.436 Ac
0.207 Ac
0.146 Ac
0.152 Ac 0.183 Ac
0.027 Ac
0.038 Ac
0.026 Ac
0.178 Ac
0.110 Ac
0.418 Ac
0.213 Ac
STA. 1002+98.80
BEGIN PROJECT
STA. 1011+98.00
END PROJECT
EX-1
EX-2
EX-3
EX-4
EX-5
EX-6
EX-7
EX-8
EX-9
EX-10
EX-11
EX-12
EX-13
EX-14
EX-15
EX-16 EX-17
EX-18
EX-19
EX-20
EX-21
EX-22
EX-23 EX-24
EX-32
EX-31
DRAINAGE MAP
DHW EL. 50.4
POND 1
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
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D
L E
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
:5
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
D R
D T
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
E.INV.= 49.48 (18" RCP)
THR.= 53.01
TOP= 53.86
CURB INLET
W.INV.= 45.82 (24" RCP)
TOP= 49.36
CATCH BASIN
S.INV.= 43.31 (24" RCP)
E.INV.= 43.95 (30" RCP)
W.INV.= 43.97 (18" RCP)
NE.INV.= N/A
RIM= 53.14
DRAINAGE MANHOLE
W.INV.= 46.19 (18" RCP)
SW.INV.= 45.80 (18" RCP)
THR= 50.37
TOP= 51.22
CURB INLET
S.INV.= 46.93 (18" RCP)
THR= 50.82
RIM= 51.71
CURB INLET
E.INV.= 44.65 (24" RCP)
W.INV.= 44.41 (30" RCP)
N.INV.= 44.79 (18" RCP)
RIM= 52.50
DRAINAGE MANHOLE
S.INV.= 45.96 (18" RCP)
E.INV.= 43.12 (36" RCP)
W.INV.= 43.62 (36" RCP)
RIM= 50.66
DRAINAGE MANHOLE
S.INV.= 48.41 (15" RCP)
SE.INV.= 47.79 (18" RCP)
N.INV.= 48.19 (18" RCP)
TOP= 51.10
CATCH BASIN
N.INV.= (10" PVC PLUGGED)
E.INV.= 46.34 (18" RCP)
THR= 50.01
TOP= 50.79
CURB INLET
W.INV.= 45.32 (24" RCP)
N.INV.= 45.21 (24" RCP)
THR= 49.73
TOP= 50.52
CURB INLET
S.INV.= 47.23 (18" RCP)
W.INV.= 47.14 (24" RCP)
N.INV.= 46.59 (14"x21" RCP)
RIM= 51.00
DRAINAGE MANHOLE
E.INV.= 49.40 (12" RCP)
NW.INV.= 49.33 (12" RCP)
TOP= 51.69
CATCH BASIN
INV.= 49.79
GRATE= 51.41
TRENCH DRAIN
NW.INV.= 49.59 (15" PLA)
S.INV.= 49.57 (15" PLA)
TOP= 52.27
CATCH BASIN
E.INV.= 45.49 (30" RCP)
N.INV.= 45.60 (24" RCP)
THR= 51.45
TOP= 52.28
CURB INLET
W.INV.= 45.47 (30" RCP)
E.INV.= 45.01 (24" RCP)
RIM= 52.08
DRAINAGE MANHOLE
W.INV.= 45.79 (24" RCP)
SE.INV.= 45.65 (24" RCP)
THR= 51.63
TOP= 52.37
CURB INLET
NW.INV.= 47.20 (24" RCP)
S.INV.= 47.21 (24" RCP)
TOP= 51.21
CATCH BASIN
S.INV.= 47.22 (24" RCP)
E.INV.= 47.65 (18" RCP)
N.INV.= 47.24 (24" RCP)
RIM= 52.77
DRAINAGE MANHOLE
S.INV.= 47.95 (18" RCP)
E.INV.= 47.87 (18" RCP)
N.INV.= 47.43 (24" RCP)
TOP= 51.08
CATCH BASIN
W.INV.= 49.26 (18" RCP)
E.INV.= 49.20 (18" RCP)
TOP= 51.47
CATCH BASIN
INV.= 49.06 (18" RCP)
TOP= 53.02
CATCH BASIN
(24" RCP)
INV.= 45.36
(24" RCP)
INV.= 46.15
(14"x21" RCP)
S.INV.= 48.00
THR= 50.92
RIM= 51.75
CURB INLET
(18" RCP)
N.INV.= 47.49
THR= 50.17
TOP= 50.92
CURB INLET
(18" RCP)
INV.= 47.44
(12" RCP)
SE.INV.= 48.79
(24" RCP)
E.INV.= 48.59
MES
(15" PLA)
INV.= 48.89
MES
(36" RCP)
W.INV.= 44.89
THR= 51.76
TOP= 52.51
CURB INLET
5EXISTING DRAINAGE STRUCTURES
S. INV.= 45.10 (18" RCP)
E. INV.= 45.62 (36" RCP)
W. INV.= 45.71 (36" RCP)
RIM= 52.43
DRAINAGE MANHOLE
(24" RCP)
INV.= 48.77
MES
EX-1
EX-2
EX-3
EX-4
EX-5
EX-6
EX-7
EX-8
EX-9
EX-10
EX-11
EX-12
EX-13
EX-14
EX-15
EX-16
EX-17
EX-18
EX-19
EX-20
EX-21
EX-22
EX-23
EX-24
EX-25
EX-26
EX-27
EX-28
EX-29
EX-30
EX-31
EX-32
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
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A
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y t y p s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
TRAFFIC DATA
SEE ROADWAY PLAN DETAIL FOR SUPERELEVATION TRANSITION INFORMATION*
POSTED SPEED = 45 MPH
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 1.5%
K = 9% D = 58% T = 3% (24 HOUR)
ESTIMATED DESIGN YEAR = 2042 AADT = 68900
ESTIMATED OPENING YEAR = 2022 AADT = 58700
CURRENT YEAR = 2021 AADT = 57500
4"
12"
TYPE B STABILIZATION (LBR 40)
WIDENING VARIES
CLEARING AND GRUBBING VARIES
6" CONC. S/W
6'
CURB & GUTTER
TYPE F
0.02
MAX.
1' FLAT
MATCH EXIST.
CONTROL POINT
M
AX.1:
VARIES VARIES
42.79' - 98.21' 10.90' - 33.65'
11'11'
MATCH EXIST.
0'-11'
VARIES
MILLING AND RESURFACING
C/L CONST. BEARSS AVE
VARIES
B/L SURVEY BEARSS AVE
24.40'-47.85' 2'-6.12'
VARIES
(TO REMAIN)
EXIST. TRAFFIC SEP.
TYPICAL SECTIONS (1)
SOD
VARIES
MILLING
PAVEMENT FOR CONSTANT DEPTH (1½")
MILL EXISTING ASPHALT
RESURFACING
FRICTION COURSE FC-12.5 (1ƀ") (PG 76-22)
WIDENING
AND FRICTION COURSE FC-12.5 (1ƀ") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1ƀ")
OPTIONAL BASE GROUP 06 WITH
MAX.
1:4
SOD
VARIES
STA. 1008+09.18
STA. 1008+00 TO
PROFILE ELEV.
SPECIAL DITCH
1' FLAT
E X I S
T I N
G
R
W
E X I S
T I N
G
R
W
MILL & RESURFACE ONLY
STA. 1002+98.80 TO STA. 1006+08.00
0.02*
STA. 1006+08.00 TO STA. 1008+09.00
BEARSS AVENUE
TYPICAL SECTION 1
30.44' - 105.38'
0' - 11'
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y t y p s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
4"
12"
TYPE B STABILIZATION (LBR 40)
WIDENING VARIES
CLEARING AND GRUBBING VARIES
6'
0.02
MAX.
1' FLAT
MATCH EXIST.
CONTROL POINT
MAX.
1:4
VARIES VARIES
11'11'11'
MATCH EXIST.
0'-11'
C/L CONST. BEARSS AVE
VARIES
B/L SURVEY BEARSS AVE
11'
42.00'-47.53'
43.90' - 45.10' 33.65' - 44.86' 30.07' - 30.44'
(TO REMAIN)
EXIST. TRAFFIC SEP.
TYPICAL SECTIONS (2)
MILLING AND RESURFACING VARIES
SOD
VARIES
TRAFFIC DATA
POSTED SPEED = 45 MPH
DESIGN SPEED = 45 MPH
DESIGN HOUR T = 1.5%
K = 9% D = 58% T = 3% (24 HOUR)
ESTIMATED DESIGN YEAR = 2042 AADT = 68900
ESTIMATED OPENING YEAR = 2022 AADT = 58700
CURRENT YEAR = 2021 AADT = 57500
MILLING
PAVEMENT FOR CONSTANT DEPTH (1½")
MILL EXISTING ASPHALT
RESURFACING
FRICTION COURSE FC-12.5 (1ƀ") (PG 76-22)
WIDENING
AND FRICTION COURSE FC-12.5 (1ƀ") (PG 76-22)
TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1ƀ")
OPTIONAL BASE GROUP 06 WITH
E X I S
T I N
G
R
W
E X I S
T I N
G
R
W
MAX.
1:4
SOD
VARIES
1' FLAT
CURB & GUTTER
TYPE F
6" CONC. S/W
STA. 1008+85.37
STA. 1008+09.18 TO
PROFILE ELEV.
SPECIAL DITCH
MAX.
1:4
SOD
VARIES
1' FLAT
STA. 1010+49.25
STA. 1010+20.00 TO
PROFILE ELEV.
SPECIAL DITCH
5'
FLAT
STA. 1008+09.00 TO STA. 1010+97.36
BEARSS AVENUE
TYPICAL SECTION 2
MILL & RESURFACE ONLY
STA. 1010+97.36 TO STA. 1011+98.00
0.02
3'-11.62'
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
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D
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y S
U M
D R
D .D
G N
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
8DRAINAGE STRUCTURES
SUMMARY OF
SUMMARY OF DRAINAGE STRUCTURES
Q U
A N
T I
T Y
N U
M B
E R
S T
R U
C T
U R
E
S I
D E
DESCRIPTION
B A
R R
E L
L S
CROSS DRAIN
STORM AND
INLETS CURB INLET MANHOLE
REMARKS
LF LF LF LF LF
<10'
TYPE C
<10'
MOD
TYPE C
<10'
TYPE J6
<10'
P5
TYPE
<10'
TYPE P9
PARTIAL
TYPE 7
12" 15" 18" 24" 12"x18"
P S-1 1007+53.95 RT PIPE - INLET - PIPE 1 16 1 J BOTTOM 3.5'X5', WITH CONCRETE JACKET(2)
F
P S-2 1008+65.50 RT INLET - PIPE 1 24 1 ALTERNATE A
F
P S-3 1008+76.00 RT MH 1 1 PARTIAL (MANHOLE TOP ONLY)
F
P S-4 1008+85.37 RT INLET - PIPE 1 8 1 WITH CONCRETE JACKET
F
P S-5 1009+63.70 RT PIPE - INLET - PIPE 1 23 78 1
F
P S-6 1010+26.15 RT INLET - PIPE 1 62 1
F
P S-7 1010+49.25 RT PIPE - INLET - PIPE 1 8 26 1 WITH CONCRETE APRON, WITH CONCRETE JACKET
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
F
P
F
P
F
TOTAL
SHEET 23 8 174 16 24 1 1 1 2 1 1
TOTAL
GRAND 23 8 174 16 24 1 1 1 2 1 1
255 5 10
BEARSS AVENUE
BASELINE SURVEY
BEARSS AVENUE
BASELINE SURVEY
F L
O R I
E N
U E
B A
S E
L I N
E
S
U R
V E
Y
E 507299.2129
N 1364972.3016
(CL CONST)
STA. 1004+62.50, 10.90' RT.
(BL SURVEY BEARSS) =
STA. 251+64.58
E 508779.2707
N 1364939.5783
(CL CONST)
STA. 1019+44.17, 46.75' RT.
(BL SURVEY BEARSS) =
STA. 12+60.56
E 507979.4531
N 1364956.6591
(CL CONST)
STA. 1011+44+17, 44.73' RT.
(BL SURVEY BEARSS) =
STA. 4+60.56 AH.
STA. 258+45.00 BK.=
EQUATION:
E 507979.6076
N 1365202.6213
(BL FLORIDA AVE)
PC. STA. 276+90.62
E 507975.7764
N 1363670.3970
(BL FLORIDA AVE)
STA. 261+58.43
E 507978.9927
N 1364956.6697
PI Sta 258+44.54 (BL BEARSS)
PI Sta 274+44.71 (BL FLORIDA)=
P C
S
T A
.1
1005 P T
S
T A
.6
P C
S
T A
.6
1010 P T
S
T A
.4
1015 1020
PI STA. = 1004+58.47
T = 130.32
L = 260.51
R = 3,532.86
PC STA. = 1003+28.15
PT STA. = 1005+88.66
PI STA. = 1009+53.11
T = 118.45
L = 236.81
R = 3,491.14
PC STA. = 1008+34.66
PT STA. = 1010+71.47
CURVE BEAR1
CURVE BEAR2
CURVE DATA BEAR1 CURVE DATA BEAR2
POT STA. 999+00.00
BEARSS AVENUE
BEGIN CL CONST
POT STA. 1022+40.24
BEARSS AVE
END CL CONST
BEARSS AVENUE
CL CONST
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
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A
C
BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
G E
O M
R D
.D
G N
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
GEOMETRY PLAN 9
N
S C
A L E
1002+98.80
BEGIN PROJECT
1011+98.00
END PROJECT
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
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G
A
C
BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
C T
L S
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
S U
R V
E Y
L
IN
E
305°00'00"
332°00'00"
E 507975.7754
N 1363670.3970
E 507979.6076
N 1365202.6213
138.00'
S U
R V
E Y
L
IN
E
222°00'00"
319°00'00"
S U
R V
E Y
L
IN
E
°0
'0
74°00'0 0"
.0
68.00'
99.00'
.00
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 7183
F.N&D.
NORTH FLORIDA AVENUE
STA. 261+58.43
B.O.S.
66.00'
55.00' 61.00'
A V
E N
U E
N O
R T
H F
L O
R
ID
A
A V
E N
U E
N O
R T
H F
L O
R
ID
A
.00
A V
E N
U E
N O
R T
H F
L O
R
ID
A
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
NORTH FLORIDA AVENUE
STA. 270+00.00
P.O.T.
NORTH FLORIDA AVENUE
P.C. STA. 276+90.66
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
88.
00'
89.
00'
.0
E 507977.8807
N 1364511.9635
SURVEY LINE
273°00'00"32 1° '0 0"
.00
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
BEARSS AVENUE
BEARSS AVENUE
STA. 12+60.56
P.O.T.
4.0
0'
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
.0
.0
E 508779.2707
N 1364939.5783
SURVEY LINE
83°00'00"
°0
'0
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
BEARSS AVENUE
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
.0
.0
E 507299.2129
N 1364972.3016
.0
.0
BEARSS AVENUE
STA. 251+64.58
P.O.T.
E 507978.9927
N 1364956.6697
S U
R V
E Y
L
IN
E
64°00'1 5"
A V
E N
U E
N O
R T
H F
L O
R
ID
A
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
85.
00'
50.
00'
NORTH FLORIDA AVENUE
STA.258+44.54 BEARSS AVENUE
P.I.STA. 274+44.71 FLORIDA AVENUE=
LB 8146 REF
S.C.I.R. 5/8"
LB 8146 REF.
S.N&D.
50.
00'
50.
00'
SURVEY LINE
55°53'15"
LB 8146
S.N&D.
LB 8146 REF.
S.N&D.
LB 8146 REF.
S.N&D.
BEARSS AVENUE
E 507979.4531
N 1364956.6591
BEARSS AVENUE
STA.4+60.56 AH.
EQ. STA. 258+45.00 BK.=
.0
.0
.0
.0
N N
N
N N
N
N
NTS
NTS
NTS
NTS NTS
NTS
NTS
PROJECT CONTROL
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
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C O
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E C
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T A
L
G N
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D
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A
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
G N
N T
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
GENERAL NOTES
KNOWN UAO’S ARE:
CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT".
OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO
PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO), AND HILLSBOROUGH COUNTY TRAFFIC 3.
DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.
THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND
SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF
LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE 2.
REQUIRED PRIOR TO CONSTRUCTION.
COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE 1.
ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE
REPAIRED TO THE SATISFACTION OF THE COUNTY'S ENGINEER AT THE CONTRACTOR’S EXPENSE.
ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF
DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;
DIRECTOR, NATIONAL GEODETIC SURVEY
1315 EAST-WEST HIGHWAY
SILVER SPRING, MARYLAND 20910-3282
PHONE: (301) 713-3242
BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA
WEST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO
N.A.V.D. 1988
ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON
SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:
DAVID PUIGDOMENECH
P.S.M. NO.: 6031
JOHNSON, MIRMIRAN & THOMPSON, INC.
2000 E. 11TH AVENUE, SUITE 300
TAMPA, FL 33605
19.
20.
INCLUDED IN THE BID PRICE FOR CLEARING AND GRUBBING.
DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ALL EXPENSES INCURRED FOR THIS WORK WILL BE
TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT 15.
PRIOR TO BACKFILLING.
ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING 14.
STABILIZATION OPERATIONS AT THOSE LOCATIONS.
INTO THE STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE NECESSARY IN
SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND 13.
CONSTRUCTION, UNLESS OTHERWISE NOTED.CENTERLINE OF ALL STATION AND OFFSET REFERENCES ARE TO 18.
ROADWAY GENERAL NOTES
(813) 399-2848
DARRYLE NORTON
HILLSBOROUGH COUNTY TRAFFIC
(251) 422-3872
TERRY YOUNG
UNITI FIBER
(813) 274-8957
RICHARD RIVERA
WASTEWATER
CITY OF TAMPA
(813) 274-7221
RYNALDO DESHAUTEURS
CITY OF TAMPA WATER
(813) 877-7480
KRAIVUTH (WOODY) CHOEYKRAJANG
FRONTIER COMMUNICATIONS
(813) 275-3732
JAMES HAMILTON
TECO PEOPLE GAS
(813) 928-9881
JAMES BARRA
VERIZON BUSINESS MCI
PLANS.
PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED ON THE 12.
PLANS AS TO BE REMOVED.
ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE 11.
THE PROPERTY OWNER.
APPLICABLE STANDARDS, CODES AND REGULATIONS, AND CONDITIONED UPON GRANT OF RIGHT OF ENTRY BY
ALL CONNECTION APPROVALS BY THE COUNTY'S ENGINEER MUST BE SUBJECT TO CONFORMANCE WITH 10.
COUNTY'S ENGINEER.
CONNECTION TO EXISTING ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF THE 9.
ENGINEER.
PURSUANT TO THE PROPERTY OWNER'S REQUEST AND CONTINGENT UPON APPROVAL BY THE COUNTY’S THE COUNTY MAY SUBSTITUTE A GRAVITY WALL FOR A GRADED AND HARMONIZED SLOPE OR VICE VERSA 8.
OR DELETED AT THE PROPERTY OWNER’S REQUEST SUBSEQUENT TO APPROVAL BY THE COUNTY'S ENGINEER.
CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, ADDED 7.
AND AS DIRECTED BY THE COUNTY'S ENGINEER.
CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION
ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND 6.
WHEN UTILITY CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.
UTILITY ADJUSTMENTS SHOWN IN THIS CONTRACT PLAN SET MUST BE PERFORMED BY THE UTILITY AGENCY 5.
SCHEDULE.
PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION
COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH UAO’S PRIOR TO THE 4.
16.
17.
(717) 856-6486
CHRIS PERKINS
CROWN CASTLE FIBER
21. PAVEMENT COMPACTION IS TO BE PERFORMED USING STATIC ROLLERS. USE OF VIBRATORY COMPACTORS IS
PROHIBITED UNLESS APPROVED BY THE ENGINEER.
22.
PAGE) BY WIDTH (INTO THE PAGE).
THE DIMENSIONS OF THE PROPOSED J-BOTTOM DRAINAGE STRUCTURE ARE GIVEN AS LENGTH (ALONG THE
(727) 329-2011
KIRK GOULBOURNE
SPECTRUM
(813) 277-4392
MARK MATHIS
ZAYO GROUP LLC
(813) 395-2521
ARIELLE GOSKIE
TAMPA ELECTRIC COMPANY
(813) 209-3044
LISA MURRIN
RESOURCES DEPT.
HILLSBOROUGH COUNTY WATER
23. FDOT WILL BE REPLACING THE SIGNAL POLE LOCATED AT THE SOUTHWEST CORNER OF THE BEARSS AT
FLORIDA INTERSECTION. THE INSTALLATION SCHEDULE IS CURRENTLY UNKNOWN AND MAY OCCUR BEFORE, DURING, OR AFTER THE COMPLETION OF THIS PROJECT. PLEASE COORDINATE CLOSELY WITH FDOT AND
CONSTRUCTION TEAM TO CONFIRM TIMING AND ENSURE PROPER INTEGRATION WITH PROJECT ACTIVITIES.
DATE DESCRIPTION
69600103
CIP NO. SHT. NO.
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BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
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B e a r s s a t F lo r id a
C A
D D S ig n in g g n n t s p .d g n
RYAN P. BOGAN, P.E. 82217
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
SIGNALIZATION
INTERCONNECT CONDUIT TRUNK
PAY ITEM NOTES
SIGNING AND PAVEMENT MARKINGS
SIGNALIZATION CONDUIT / PULL BOXES
CONTROLLER
GENERAL
GENERAL NOTES
NOTE OMITTED1.
12TRAFFIC GENERAL NOTES
NOTE OMITTED1.
RECORD.
DIRECTION OF THE CONSTRUCTION PROJECT MANAGER AND/OR THE ENGINEER OF
SIGN LOCATIONS SHOWN ARE APPROXIMATE. ANY FIELD ADJUSTMENT MUST BE AT THE 4.
UNNECESSARY DAMAGE TO THE SIGNS. DAMAGED SIGNS MUST BE REPLACED.
CAUTION MUST BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT 3.
USE BY THE HILLSBOROUGH COUNTY PUBLIC WORKS TRAFFIC OPERATIONS.
ALL TRAFFIC SIGN POSTS MUST BE COMPATIBLE (MAKE, DESIGN) WITH POSTS NOW IN 2.
ALL EXISTING TRAFFIC SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. 1.
NOTE OMITTED17.
NOTE OMITTED16.
NOTE OMITTED15.
NOTE OMITTED5.
NOTE OMITTED4.
ALL CONDUIT MUST BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS.3.
NOTE OMITTED2.
BORING OR TRENCHING.
NOTE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY 1.
NOTE OMITTED14.
NOTE OMITTED 13.
NOTE OMITTED12.
NOTE OMITTED11.
NOTE OMITTED10.
MUST BE USED.
665-1-11: ADA PIEZO PUSHBUTTONS WITH RAISED ARROW AND AUDIBLE INDICATION 9.
NOTE OMITTED8.
NOTE OMITTED7.
NOTE OMITTED6.
NOTE OMITTED5.
NOTE OMITTED4.
MINIMUM DESIGN/TEST LOAD OF 22,500 (DESIGN)/33,750 (FEET) LBS.
DESIGN/TEST LOAD OF 15,000 (DESIGN)/22,500 (TEST) LBS. THE PULLBOX MUST HAVE A
SERVICE. THE PULLBOX COVER/LID MUST BE HEAVY DUTY AND HAVE A MINIMUM
635-2-11: MUST BE 17"X30"X18" UNLESS DESIGNATED FOR LIGHTING AND ELECTRIC 3.
NOTE OMITTED2.
632-7-1: WIRE EACH PHASE/MOVEMENT AS A SEPARATE PHASE/MOVEMENT. 1.
NOTE OMITTED3.
VATTIKUTI, AT (656) 756-7810.
MARKINGS SHOP SUPERVISOR, AT (813) 436-7516, AND TRAFFIC ENGINEERING, VENKAT
(813) 399-2848, ERIC TIDWELL, SIGN SHOP SUPERVISOR, AT (813) 440-7253, DEAN FLYNN, CONTACT INFORMATION: TRAFFIC OPERATIONS, DARRYLE NORTON, SIGNAL SUPERVISOR AT 2.
SIGNED AND SEALED.
ELECTRICAL SAFETY CODE WILL APPLY TO ALL WORK HEREIN. THE PLAN SHEETS MUST BE
UNIFORM TRAFFIC CONTROL DEVICES, NATIONAL ELECTRIC CODE AND NATIONAL
SPECIFICATIONS FOR CONSTRUCTION, FDOT TRAFFIC ENGINEERING MANUAL, MANUAL ON
TRANSPORTATION TECHNICAL MANUAL, HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD
DEVICES, HILLSBOROUGH COUNTY UTILITY ACCOMMODATION GUIDE, HILLSBOROUGH COUNTY
TRAFFIC DESIGN STANDARDS, FDOT MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL
DIVISION II AND III WITH ALL APPLICABLE ADDENDUMS/CHANGES, FDOT ROADWAY AND
F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FY 2025-26, 1.
E-MAIL: ANDREW.WARD@DOT.STATE.FL.US
PHONE: (813) 394-2189
TAMPA, FLORIDA 33612
11201 NORTH MCKINLEY DRIVE
FLORIDA DEPARTMENT OF TRANSPORTATION
ANDREW WARD, FDOT DISTRICT 7 TRAFFIC OPERATIONS
ONE WEEK PRIOR TO THE TRAFFIC SIGNAL INSTALLATION, CONTACT:17.
NOTE OMITTED16.
OVERLAY.
LOOK. THE PEDESTRIAN INDICATIONS MUST BE COUNTDOWN TYPE WITH HAND/MAN
ITE LED STANDARD. THE LED SIGNAL INDICATIONS MUST PROVIDE AN INCANDESCENT
ALL SIGNAL INDICATIONS AND PEDESTRIAN INDICATIONS MUST BE LED AND MEET THE 15.
NOTE OMITTED14.
NOTE OMITTED13.
NOTE OMITTED12.
NOTE OMITTED11.
NOTE OMITTED10.
THE CONTRACTOR MUST HAVE A STATE OF FLORIDA ELECTRICAL CONTRACTOR'S LICENSE.9.
HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION.
POLICE OFFICERS, TEMPORARY SIGNALS, OR BY OTHER MEANS APPROVED BY THE
TRAFFIC MUST BE MAINTAINED DURING ANY SPLICING ACTIVITY BY THE USE OF OFF-DUTY 8.
INSTALLATION HAS PASSED CONDITIONAL ACCEPTANCE INSPECTION.
ANY EXISTING SIGNAL INSTALLATION MUST REMAIN IN OPERATION UNTIL THE NEW SIGNAL 7.
NOTE OMITTED6.
612-7900.
MUST BE DELIVERED TO THE HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION, (813)
CONTACT HILLSBOROUGH COUNTY TRAFFIC TO DETERMINE WHICH EXISTING EQUIPMENT 5.
NOTE OMITTED4.
NOTE OMITTED3.
POWER LINES.
CONTACT TECO FOR THEIR ASSISTANCE IN PERFORMING ALL NECESSARY WORK UNDER 2.
CONSTRUCTION.
SITES MUST BE LOCATED AND IDENTIFIED BY PROPER AUTHORITIES AT TIME OF
COMPLY WITH THE SUNSHINE 811 RELATED FLORIDA STATUTES. UNDERGROUND CABLE 1.
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
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B e a r s s a t F lo r id a
C A
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R o a d w a y P la n r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
BACK FLOW
WATER
MW
BACK FLOW
WATER
SD
SD
SD
SD
WPB
WPB
VCW
EOP
EOP
PP CONC. WALL
CONC. SWK.
6' C.L.F
GUARDRAIL
WPB
28"
32"
26" 26"
(3) 14"
LP
LP
CONC. SWK.
LP
WPB
51.47
C/L CONST. BEARSS AVE
EXIST. R/W
EXIST. R/W
EXIST. R/W
LEGEND
MILLING AND RESURFACING
WIDENING
117.50' RT.
+90.97
68.17' LT.
+96.71
98.37' LT.
+96.74
78.67' LT.
+96.88
58.54' LT.
+96.83
42.79' LT.
+46.51
68.69' RT.
+97.04
76.63' RT.
+97.05
BEARSS AVE
EXISTING DRAINAGE STRUCTURE NUMBER
POND 1
EXIST. R/W
10 40
Feet
N
STA. 1004+62.50 RT. C/L CONST BEARSS AVE.
STA. 264+74.58 B/L SURVEY BEARSS AVE =
G-4
.7
DETECTABLE WARNING
STA. 1002+98.80
BEGIN MILLING AND RESURFACING
BEGIN PROJECT
INLET PROTECTION
BEARSS AVE
B/L SURVEY
41.00' RT.
+34.87
49.00' RT.
+34.8768.44' RT.
+09.65
109.49' RT.
+77.57
33.73' RT.
+98.80
8.72' RT.
+98.80
64.78' RT.
+06.51
53.98' RT.
+52.46
56.71' RT.
+30.97
57.00' RT.
+63.19
+08.00, 36.04' RT
BEGIN CURB AND GUTTER
36.21' RT.
+13.43
44.27' RT.
+34.87
SEE DRIVEWAY HALF-SECTIONS FOR DRIVEWAY CONSTRUCTION DETAILS.
SEE GEOMETRY PLAN FOR BASELINE AND CENTERLINE GEOMETRY.
SUPERELEVATION AND TCE CALL-OUTS.
NOTE: SEE ROADWAY PLAN DETAIL FOR DRAINAGE INFORMATION,
CURVE BEAR1
76.98' RT.
+09.50
HA-4 HA-6
EX-1
EX-2
EX-3
EX-4
EX-5
EX-6
EX-7
EX-8
EX-9
EX-10
EX-11
EX-#
+28.54, 44.21' RT
MATCH EXISTING
BEGIN SIDEWALK
MATCH EXIST.
+28.54, 47.90' RT.
49.00' RT.
+77.93
53.00' RT.
+85.93
56.47' RT.
+90.93
56.47' RT.
+32.72
53.00' RT.
+37.66
41.8'
DRIVEWAY 1
STA. 1006+13.43
BEGIN WIDENING
34.17' RT.
+13.43
13ROADWAY PLAN (01)
M A
T C
H
L I N
E
S
T A
.0
1002 1003 1004 1005
P C P
252 253 254
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y P la n r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
SAN
TEL
SAN
TEL
SAN
SAN
WATER
WATER
BACK FLOW
WATER
WATER
BACK FLOW
WATER
SAN
SAN
WATER
WATER
SAN
WATER
WATER
WATER
WATER
BACK FLOW
WATER
GAS
SAN
WATER
SAN
P
A L
M
(3
W A
T E
R
T
A N
K
GASGASGAS
T A
L
P
O S
T
(2
T A
L
P
O S
T
O
A K
GAS
G A
S
V
E N
T S
BACK FLOW
BACK FLOW
SAN
SD
SD
SD
SD
SD
CONC. TRAF. SEP.
CONC. SWK.
CONC. SWK.
WPB WPB PP
WPB
LP
VCS
12" 12" 12" 12" 20"
3" CLNO
ALARM BOX
LIFT STA.
MANHOLE
WPB PP WPB
VCS
VCS
VCS
28"
PP
LP
2XBOLLARD
PP
PP
WPB
LP
LP
3XWPB
SMA
LP15"
VCW
WPB
WPB
MH
4XVCG
VCW
VCW
LP
FH
3XWPB
SMA
VCW
CONC. SWK.
PED
PED
VCW
VCWWPB
LP
PED
PED
SMA
POST
POST
VCW
WPB
WPB
WPB
CONC. SWK.
C O
N C
S W
K
15" LP
POST
CONC. SW
K.
2XWPB
CONC. SWK.
38"
C O
N C
S W
K
3XWPB
WPB
WPB
SMA
PED
PED
LP
LP
C O
N C
S W
K
LP
C O
N C
S E
P
WPB
PP
W VALVE
CLNO
WPB
WPBVCW
16"
PP
WPB
VCW
FH
B/L SURVEY BEARSS AVE
C/L CONST. BEARSS AVE
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
' R
MILLING AND RESURFACING
WIDENING
61.42' RT.
+98.00
STA. 1011+98.00
END MILLING AND RESURFACING
END PROJECT
CR-A
CR-A
75.97' LT.
+54.75
68.80' RT.
+59.26
142.82' RT.
+95.32
BEARSS AVE
BEARSS AVE
F L
O R I
E
F L
O R I
E
90.42' RT.
+24.43
10 40
Feet
N
SD-1
.8
.8
86.00' RT.
+86.27
86.00' RT.
+28.44
51.41' LT.
+98.00
60.88' LT.
+85.78
E Q
U A
T I O
N
4.10' LT.
+43.74
34.11' LT.
+43.97
60.88' LT.
+89.93
DETECTABLE WARNING
LEGEND
INLET PROTECTION
135.27' LT.
+80.78
52.00' RT.
+59.00
EXIST. R/W
41.73' RT.
+21.81
CURVE BEAR2
STRUCTURE NUMBER
EXISTING DRAINAGE
HA-8
EX-12
EX-13
EX-14
EX-15
EX-16 EX-17
EX-18 EX-19
EX-20
EX-21
EX-22
EX-23 EX-24
EX-25
EX-26
EX-27
EX-28
EX-29
EX-30
EX-31
EX-32
EX-#
90.91' RT.
+98.42
A
B
30.15
256+72.68
30.14
256+82.18 A B
C
D
60.01' RT.
+55.88
74.45' RT.
+69.45
C
D
TCE CALL-OUTS ARE FROM B/L SURVEY ALL OTHERS ARE FROM C/L CONST.
SEE DRIVEWAY HALF-SECTIONS FOR DRIVEWAY CONSTRUCTION DETAILS.
SEE GEOMETRY PLAN FOR BASELINE AND CENTERLINE GEOMETRY.
SUPERELEVATION CALL-OUTS.
NOTE: SEE ROADWAY PLAN DETAIL FOR DRAINAGE INFORMATION AND
39.5'
TCE
35.14
256+72.78
PROPERTY LINE
68.00' RT.
+48.46
SD-1
DRIVEWAY 2
+88.57, 83.38' RT.
MATCH EXIST.
END 6" CONC. SWK.
+97.36, 82.72' RT.
MATCH EXIST.
END TYPE F C&G
93.43' RT.
+90.50
74.55' RT.
+84.76
29.8'
71.98' RT.
+78.65
DRIVEWAY 3
35.14
256+82.26
SIGNAL POLE
FORM SWK. AROUND
72.74' RT.
+09.08
49.00' RT.
+08.30
49.00' RT.
+45.66
EXIST. R/W 60.00' RT.
+59.07
CENTER ON STRUCTURE
PER INDEX 515-080
10 LF PIPE GUIDERAIL
45.10' LT.
+47.24
85.41' LT.
+87.58
MATCH EXIST.
+94.84, 69.53' RT.
68.00' RT.
+08.16
MATCH EXIST.
+00.00, 69.71' RT.
60.00' RT.
+92.84
60.98' RT.
+62.32
61.45' RT.
+67.39 E F
E F H G
G H
67.17' RT.
+79.41
69.79' RT.
+82.09
BEARSS AVE
B/L SURVEY
41.00' RT.
+09.00
37.00' RT.
+89.30
52.16' RT.
CL +65.71
62.30' RT.
CL +87.40
52.01' RT.
+62.40 42.53' RT.
+94.18
STA. 1010+94.18
END WIDENING
14ROADWAY PLAN (02)
M A
T C
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S
T A
.0
1009 1010 1011 1012 1013
P C P
T
255 256 257 258 5 6
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
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BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y P la n r d d e t a il
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
253 254 255 256 257 258
1009 1010 1011
P T P
C P T
SAN
TEL
SAN
TEL
SAN
SAN
WATER
WATER
BACK FLOW
WATER
WATER
BACK FLOW
WATER
WATER
WATER
SAN
WATER
WATER
WATER
BACK FLOW
WATER
GAS
WATER
GASGASGAS
BACK FLOW
GAS
WATER
BACK FLOW
CONC. TRAF. SEP.
EOP
EOP
PP CONC. WALL
CONC. SWK.
6' C.L.F
GUARDRAIL
WPB
28"
32"
26" 26"
(3) 14"
LP
LP
CONC. SWK.
CONC. SWK.
CONC. SWK.
LP
WPB WPB PP
WPB
LP
VCS
12" 12" 12" 12" 20"
3" CLNO
ALARM BOX
LIFT STA.
MANHOLE
WPB PP WPB
VCS
VCS
VCS
28"
PP
LP
2XBOLLARD
PP
PP
WPB
LP
LP
3XWPB
SMA
LP15"
VCW
WPB
WPB
MH
4XVCG
VCW
VCW
LP
FH
3XWPB
SMA
VCW
CONC. SWK.
PED
PED
VCW
VCWWPB
LP
LP
LP
C O
N C
S W
K
LP
WPB
PP
W VALVE
CLNO
WPB
WPBVCW
16"
PP
WPB
VCW
FH
51.47
SD
SD
SD
SD
SD
SD
SD
10 40
Feet
N
C/L CONST. BEARSS AVE
EXIST. R/W
S T
A
.1
SUPERELEVATION TRANSITION
S
T A
.0
+0.02 TO -0.02
CONTROL POINT SE = POSITIVE
SE = NEGATIVE
LEGEND
MILLING AND RESURFACING
WIDENING
POND 1
S 88° 40' 58" E
SUPERELEVATION
DETECTABLE WARNING
T R
A N
S I T I O
N S
U P
E R
E L E
V A
T I
B
G I N
T R
A N
S I T I O
N S
U P
E R
E L E
V A
T I
D
-0.02 (NORMAL CROWN)
S-1
S-3 S-5 S-6
24" RCP
8 LF OF
24" RCP
8 LF OF
62 LF OF 18" RCP
45.10' LT
+47.24
85.41' LT
+87.58
8 LF OF 18" RCP
78 LF OF 18" RCP
EL. 50.3
DITCH (RT)
BEGIN SPECIAL
STA. 1008+00.00
EL. 49.45
DITCH (RT)
END SPECIAL
STA. 1008+85.37
EL. 51.47
END SPECIAL DITCH (RT)
STA. 1010+49.25
EL. 51.7
BEGIN SPECIAL DITCH (RT)
STA. 1010+20.00
AND 2 MITERED ENDS
REMOVE 24" RCP
B/L SURVEY BEARSS AVE
BEARSS AVE
F L
O R I
E
S T
A
.4
S-2
S-4
8 LF OF 15" RCP
S-7
TCE
EXISTING DRAINAGE STRUCTURE NUMBER
CURB INLET
REMOVE EXISTING
EXIST. R/W
WIDENING SUPERELEVATION TRANSITION
CURVE BEAR1
CURVE BEAR2
EX-4
EX-5
EX-6
EX-7
EX-8
EX-9
EX-10
EX-11
EX-12
EX-13
EX-14
EX-15
EX-16
EX-17
EX-19
EX-20
EX-21
EX-22
EX-31
EX-32
EX-18
EX-#
63.39' RT
+58.71
12"x18" ERCP
24 LF OF
26 LF OF 18" RCP
AND MES
OF 15" RCP
REMOVE 17 LF
23 LF OF 12" RCP
RELOCATION BY CONTRACTOR
SEE UTILITY ADJUSTMENTS PLAN AND PROFILE FOR WATER MAIN
NOTE: SEE ROADWAY PLAN SHEETS FOR ADDITIONAL INFORMATION
15ROADWAY PLAN DETAIL
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y d r x s r d .d g n
:1
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
SHT. NO.CIP NO.
69600103
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
50.93
B L
S
U R
V E
Y
E X I S
T
R
W
W M
FROM
TO
B E
A R
ES-1
24" RCP
24" RCP
1:
JACKET
CONCRETE
JACKET
CONCRETE
INV. EL. 45.21 (AH)
INV. EL. 45.32 (BK)
EOP EL. 50.11
INDEX NOS. 425-001, 425-010, 425-021, 430-001
J BOTTOM 3.5'x5'
CONSTRUCT CURB INLET TYPE J-6
REMOVE EXISTING CURB INLET
STA. 1007+53.95, 42.25' RT
B E
B T
V
3x1.25" BFOC
2x2" BFOC
6x4" BFOC
3" FM
29.68'
(TO REMAIN)
EX. 24" RCP
(TO REMAIN)
EX. 24" RCP
EX-8
EX-13
20" CONC. DUCT
51.26
B L
S
U R
V E
Y
E X I S
T
R
WS-2
S-3
12"X18" ERCP
TO
B E
A R
E
37.57'
.6
1:4
INV. EL. 47.49 (RT)
INV. EL. 47.49 (LT) EXISTING
TOP EL. 50.41
INDEX NO. 425-001
WITH ADJUSTABLE FRAME
TYPE 7 (PARTIAL)
CONSTRUCT MANHOLE
REMOVE EXISTING INLET TOP
STA. 1008+76.00, 44.40' RT.
INV. EL. 47.50 (LT)
EOP EL. 50.25
INDEX NOS. 425-001, 425-010, 425-021
ALTERNATE A
CONSTRUCT CURB INLET TYPE P-5
STA. 1008+65.50, 53.25' RT
3x1.25" BFOC
W M
6x1.5" BFOC
B T
V
4" BFOT
4" FM
2x4" BFOC & 2" BT
(TO REMAIN)
EX. 18" RCP
EX-13
8" WM
00 1010 20 30 40 50 60 70 80 90 100 110
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
42 42
43 43
44 44
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
S-1
S-2
S-3
STA. 1007+53.95
STA. 1008+76.00
STA. 1008+65.50
¡ CONST. BEARSS AVE
¡ CONST. BEARSS AVE
SCALE:5' VERT.
10' HORIZ.
DRAINAGE STRUCTURES (01)
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y d r x s r d .d g n
:1
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
51.38
B L
S
U R
V E
Y
18" RCP
E X I S
T
R
W
18" RCP
FROM
S-4
TO
B E
A R
E
S-5
.4
INV. EL. 47.37 (LT, AH)
THROAT EL. 49.46
INDEX NO. 425-001, 425-010, 425-052, 425-060, 430-001
CONSTRUCT INLET TYPE C (MODIFIED)
STA. 1008+85.37, 57.79' RT.
3x1.25" BFOC
B T
V
JACKET
CONCRETE
W M
6x1.5" BFOC
4" FM
4" BFOT
2x4" BFOT & 2" BT
38.67'
(TO REMAIN)
EX. 18" RCP
EX-31
8" WM
PIPE GUARDRAIL
B L
S
U R
V E
Y
51.69
18" RCP
E X I S
T
R
W
FROM
TO
S-4
18" RCP
B E
A R
E
12" RCP
S-5
S-6
INV. EL. 48.24 (RT)
INV. EL. 47.50 (BK, AH)
EOP EL. 51.11
INDEX NOS. 425-001, 425-010, 425-024, 430-001
CONSTRUCT INLET TYPE 9
STA. 1009+63.70, 53.00' RT
T C
E
BTV3x1.25" BFOC
8" WM
6x1.5" BFOC
4" FM
4" BFOT
2x4" BFOT & 2" BT
2" BT
42.10'
EX-18
(TO BE REMOVED)
EX. 12" RCP
8" WM
00 1010 20 30 40 50 60 70 80 90 100 110
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
S-4
S-5
STA. 1008+85.37
STA. 1009+63.70
¡ CONST. BEARSS AVE
¡ CONST. BEARSS AVE
SCALE:5' VERT.
10' HORIZ.
DRAINAGE STRUCTURES (02)
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y d r x s r d .d g n
:1
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
52.08
43.94'
E X I S
T
R
W
S-6
.8
1:4
18" RCP
18" RCP
FROM
S-7
TO
S-5
B E
A R
E
B L
S
U R
V E
Y
INV. EL. 48.50 (BK, AH)
EOP EL. 51.81
INDEX NOS. 425-001, 425-010, 425-021
CONSTRUCT CURB INLET TYPE P-5
STA. 1010+26.15, 53.25' RT
2x1.5" BFOC
8" WM
B T
V
B E
6x1.5" BFOC
2x4" BFOT & 2" BT
2" BT
4" BFOT
8" WM
52.23
EX-21
(TO REMAIN)
EX. 15" PVC
CONC. JACKET
15" RCP
TO
S-6
1:6
E X I S
T
R
W
S-7
18" RCP
BFOC
BFOC
4" BFOT
4" BFOT
5x4" BFOT
B T
V
7x4" BT x .2
B F
O C
W M
6x1.5" BFOC
44.29'
B L
S
U R
V E
Y
B E
A R
E
FROM
1:6
INV. EL. 48.89 (AH), 48.60 (BK)
GRATE EL. 51.80
INDEX NO. 425-001, 425-010, 425-052, 430-001
AND ALT. A BOTTOM
CONSTRUCT INLET TYPE C WITH CONC. APRON
STA. 1010+51.25, 67.96' RT.
8" WM
00 1010 20 30 40 50 60 70 80 90 100 110
45 45
46 46
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
47 47
48 48
49 49
50 50
51 51
52 52
53 53
54 54
55 55
56 56
57 57
STA. 1010+51.25
STA. 1010+26.15
S-6
S-7
¡ CONST. BEARSS AVE
¡ CONST. BEARSS AVE
SCALE:5' VERT.
10' HORIZ.
DRAINAGE STRUCTURES (03)
Regular Exc. Embankment
V AA
DATE DESCRIPTION
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y r d x s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
SCALE:
10' VERT.
20' HORIZ.
1005+00.00
1005+50.00
20 40 60 80 100 120 140204060
1006+00.00
C/L CONST. BEARSS AVE
C/L CONST. BEARSS AVE
STA. 1002+98.80
AND RESURFACING
BEGIN MILLING
BEGIN PROJECT
0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
CROSS SECTIONS (01)
52.24
B L
S
U R
V E
Y
12.46'
E X I S
T
F E
N C
E
E X I S
T
F E
N C
E
E X I S
T
R
W
8" WM
4" FM
B E
A R
E
2" BT
3x1.25" BFOC x
B F
O C
4x1.5" BFOC
43C
STA. 1005+01
GNE
HA-4
51.72
15.17'
E X I S
T
F E
N C
E
E X I S
T
F E
N C
E
E X I S
T
R
W
F M
W M
B L
S
U R
V E
Y
B E
A R
E
4x1.50" BFOC x .2
B F
O C x
B F
O T
51.37
18.58'
E X I S
T
F E
N C
E
E X I S
T
F E
N C
E
E X I S
T
R
W
B L
S
U R
V E
Y
B E
A R
E
W M 3
F M
BTV
x .2
B F
O C x
B F
O
4x1.50" BFOC
V AA
DATE DESCRIPTION
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y r d x s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
6.3 1.0
8.4 0.9
2.8 0.0
8.1 0.3
5.9 0.3
0 20 40 60 80 100 120 140204060
1006+50.00
1007+00.00
1007+50.00
C/L CONST. BEARSS AVE
C/L CONST. BEARSS AVE
SCALE:20' HORIZ.
10' VERT.
BEGIN WIDENING
BEGIN EARTHWORK
STA. 1006+13.43
0.0 0.0
4.3 0.6
CROSS SECTIONS (02)
51.22
E X I S
T
R
W
22.19'
B L
S
U R
V E
Y
B E
A R
E
1:4
W M
B T
V
F M x .2
B F
O C x .5
B F
O C x
B F
O T x
B F
O C
50.98
25.79'
E X I S
T
R
W
B L
S
U R
V E
Y
B E
A R
E
W M B
T V
F M x
B F
O T
3x1.25" BFOC 4x1.50" BFOC
2x2" BFOC
STA. 1006+86
HA-6
DRIVEWAY 1
0.088 0.020.004
50.93
E X I S
T
R
W
1:
29.40'
B L
S
U R
V E
Y
B E
A R
E
W M
B T
V x .2
B F
O C
3" FM
x
B F
O T x .2
B F
O C x
B F
O C
B E
6x4" BFOC
2" BT
4" BFOT
V AA
DATE DESCRIPTION
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y r d x s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
51.48
39.56'
E X I S
T
R
W
B L
S
U R
V E
Y
B E
A R
E
B T
V
W M
3x1.25" BFOC
F M x .5
B
F O
C
2x4" BFOC & 2" BT 2x4" BFOT & 2" BT
B F
O T
8" WM
8.1
2.9 1.2
0.0
0 20 40 60 80 100 120 140204060
1008+00.00
1008+50.00
1009+00.00
C/L CONST. BEARSS AVE
C/L CONST. BEARSS AVE
SCALE:20' HORIZ.
10' VERT.
DITCH (RT) EL. 50.3
BEGIN SPECIAL
DITCH (RT) EL. 49.45
END SPECIAL
STA. 1008+85.37
5.9
13.1
8.2
14.7
19.6
6.4
1.3
6.9
CROSS SECTIONS (03)
51.01
33.00'
E X I S
T
R
W
.3
B L
S
U R
V E
Y
B E
A R
E
FLAT
W M x .2
B F
O C
B T
V
F M x
B F
O T x
B F
O C
2" BT
4" BFOT
51.21
36.56'
E X I S
T
R
W
CONC FLUME
.8
B L
S
U R
V E
Y
B E
A R
E
1:4
B T
V
W M
3x1.25" BFOC
4" FM
5x4" BFOT
4" BFOT
2" BT
x .5
B
F O
C
STA. 1008+63
HA-8
8" WM
V AA
DATE DESCRIPTION
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y r d x s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
51.69
E X I S
T
R
W
41.84'
B L
S
U R
V E
Y
B E
A R
E
FLAT
B T
V
W M
3x1.25" BFOC
4" FM
6x1.5" BFOC
4" BFOT
2x4" BFOT & 2" BT
B E
B T
2" BT
8" WM
DRIVEWAY 2 APRON
0.02 0.02
51.95
43.41'
E X I S
T
R
W
B L
S
U R
V E
Y
B E
A R
E
B T
V
W M x .2
B F
O C x .5
B
F O
C
4" BFOT
2x4" BFOT & 2" BT
B E
2" BT
8" WM
DRIVEWAY 3
0.02 0.01
52.22
E X I S
T
R
W
44.27'
.4
B L
S
U R
V E
Y
B E
A R
E
5'
1:4
B T
V
W M x .2
B F
O C x .5
B
F O
C
B F
O T
4" BFOT
BFOC
7x4" BT
8" WM
5x4" BFOC
9.3 0.0
19.9
12.3
0 20 40 60 80 100 120 140204060
1009+50.00
1010+00.00
1010+50.00
STA. 1010+87.54
END EARTHWORK
END WIDENING
8.5
0.0 0.0
C/L CONST. BEARSS AVE
C/L CONST. BEARSS AVE
SCALE:20' HORIZ.
10' VERT.
STA. 1011+98.00
AND RESURFACING
END MILLING
END PROJECT
DITCH (RT) EL. 51.7
BEGIN SPECIAL
STA. 1010+20.00
DITCH (RT) EL. 51.47
END SPECIAL
STA. 1010+49.25
0.4
0.9
0.8
0.6
16.1
22.5
23.5
0.3
0.3
CROSS SECTIONS (04)
DATE DESCRIPTION DATE DESCRIPTION
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
BEARSS AVENUE AT FLORIDA AVENUE
DEPARTMENT
PROGRAMS
CAPITAL
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
Johnson, Mirmiran & Thompson, Inc
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y r d x s r d .d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
DRIVEWAY HALF-SECTIONS 23
SCALE:
10' VERT.
20' HORIZ.
20 40 60 80 100 120
C/L CONST. BEARSS AVE
C/L CONST. BEARSS AVE
STA. 1007+11.79
STA. 1009+28.82
STA. 1009+93.84
.0
6'-0" 4'-0" 4'-0" 6'-0"
DROP CURB
1:12
MAX
V A
R I E
S
1:12
MAX
SPECIAL DRIVEWAY PLAN
VARIES
SEE PLANS
LEGEND:
Sidewalk
Flared Driveway (6" Thick Concrete)
Sidewalk Thru Driveway (6" Thick Concrete)
SD-1
SD-1
SD-1
50.93
2' 6'
4'
41' 3.47'
57.81'
0.05 G-4
E X I S
W
8" WM
F M
B T
V x
B F
O T
3x1.25" BFOC x
B F
O C
2x2" BFOC
DRIVEWAY 1
SHOPPING PLAZA
0.088 0.02
51.59
2' 6'52'
71.16'
E X I S
W
4'
0.02 0.020.06
4'
W M
4" FM
BTV
x .2
B F
O C
6x1.5" BFOC
4" BFOT
2-4" BFOT & 2" BT
2-4" BFOT & 2" BT
8" WM
DRIVEWAY 2
MCDONALD'S
51.92
2'52'
E X I S
W
0.02
6.4' 1'
0.03
12'
73.40'
B T
V
W M x .2
B F
O C x .5
B
F O
C
4" BFOT
2x4" BFOT & 2" BT
B E
2" BT
8" WM
DRIVEWAY 3
SHELL STATION
DATE DESCRIPTION
601 E. KENNEDY BLVD.
TAMPA, FLORIDA 33602
69600103
CIP NO. SHT. NO.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
BEARSS AVENUE AT FLORIDA AVENUEJohnson, Mirmiran & Thompson, Inc
DEPARTMENT
PROGRAMS
CAPITAL
:1
Q
B e a r s s a t F lo r id a
C A
D D
R o a d w a y
T C
P L
R D
.d g n
MICHAEL D. VERMILLION, P.E. 72340
PHONE: (813) 868-6505
TAMPA, FL 33605-3830
2000 EAST 11th AVENUE, SUITE 300
DEVELOPING A MAINTENANCE OF TRAFFIC PLAN:
SPECIFICATIONS, SECTION 01500 MAINTENANCE OF TRAFFIC. USE THE FOLLOWING INFORMATION IN
MAINTENANCE OF TRAFFIC MUST BE IN ACCORDANCE WITH HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD 1.
TRAFFIC CONTROL GENERAL NOTES
CONSTRUCTION PHASING:
PORTABLE CHANGEABLE MESSAGE SIGN
TO BEGINNING CONSTRUCTION
7 DAYS PRIOR
WORK
ROAD
DISPLAY 1 DISPLAY 2
DISPLAY 1 DISPLAY 2
DURING CONSTRUCTION
AHEAD
CLOSED
LANE
MM-DD
BEGIN
LEFT
MERGE
11'11'12'
E X I S
T I N
G
R
W
2'
TYPICAL SECTION
WORK…
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