Final_Plans_-_004183M,_004183N,_004183O,_004183P.pdf
PDF 24 MB Posted
- Attached to
- Countywide Mast Arms - Group 3 (PID 004183A)
- Solicitation number
- 23-1147-ITB-C
- Issued by
- Pinellas County, Florida
About this file
This document is a detailed engineering plan set for Pinellas County, Florida, specifically for intersection improvements at 113th Street and 54th Avenue, Park Boulevard at Ridge Road, Park Boulevard at Seminole Boulevard, and Park Boulevard at Johnson Boulevard. The project involves replacing existing signalization with mast arms, conducting minor roadway improvements, and implementing ADA accessibility upgrades. The comprehensive plans include multiple technical sheets covering roadway design, signalization, pavement markings, utility verifications, and detailed engineering specifications prepared by multiple engineering firms including Heath & Lineback Engineering, TSFGEO, Inc., and Metric Engineering.
The project is federally funded through the Federal Emergency Management Administration (FEMA) and will be administered by Pinellas County. The engineering plans detail specific infrastructure modifications including traffic signal upgrades, mast arm assemblies, pedestrian signals with countdown timers, video detection systems, conduit installations, electrical services, and associated roadway improvements. The technical documents include precise measurements, foundation elevations, signal head configurations, and utility location verifications. Key technical elements include steel mast arm assemblies ranging from 50' to 70' in length, LED pedestrian signals, traffic controller assemblies, and comprehensive signage and pavement marking specifications. The project involves multiple intersections and focuses on modernizing traffic infrastructure while ensuring ADA compliance and improving overall traffic flow and safety.
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PID 004183A
COUNTYWIDE MAST ARM HARDENING
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
PID 004183M
113TH STREET / DUHME ROAD AT 54TH AVENUE
INTERSECTION IMPROVEMENT
R P R O J E C T P i n e l l a s
C o u n t y C A D D t h t h s i g n a l s S I G N S G d w g
N o v p m
STATE OF
No.
BR
AN
DO
N ROSS WALKER
FLORIDA
86161
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
SHEET NO. SHEET DESCRIPTION
TM-1
TM-2
TM-3 - TM-4
TM-5
TM-6
TM-7 - TM-8
TM-9
TM-10 - TM-11
TM-12
TM-14
TM-15
TM-17
KEY SHEET
SIGNATURE SHEET
GENERAL NOTES
TRAFFIC CONTROL NOTES
TABULATION OF QUANTITIES
ROADWAY PLAN
DRAINAGE CROSS SECTION SHEET
SIGNALIZATION PLAN
MAST ARM TABULATION
PAVEMENT MARKING PLAN
SIGNING PLAN
SUMMARY OF VERIFIED UTILITIES
HEATH & LINEBACK ENGINEERING
2400 MAITLAND CENTER PKWY, SUITE 120
MAITLAND, FLORIDA 32819
BRANDON ROSS WALKER, P.E. NO. 86161
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
SHEET NO. SHEET DESCRIPTION
TM-2
TM-13
SIGNATURE SHEET
SPECIAL MAST ARM ASSEMBLIES DATA TABLE
PR
O
FESSIONAL ENGIN
EE
R
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
AM
Y L
YNN GUISINGER
FLORIDA
63989
TSFGEO, INC.
6011 BENJAMIN ROAD
TAMPA, FLORIDA 33634
AMY LYNN GUISINGER, P.E. NO. 63989
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
SHEET NO. SHEET DESCRIPTION
TM-2
TM-16
SIGNATURE SHEET
BORING LOCATION PLAN AND SOIL PROFILES
PR
O
FESSIONAL ENGIN
EE
R
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JO
SHU
A REICHERT
FLORIDA
77036
METRIC ENGINEERING, INC.
525 TECHNOLOGY PARK, SUITE 153
LAKE MARY, FLORIDA 32746
JOSHUA REICHERT, P.E. NO. 77036
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
LANE LINE
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
LA
N
E LIN
E
LA
N E
LIN
E
CONC. WALK
CONC. WALK
CONC. W
ALK
CONC. WALK
CONC. WALK
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
C O N C W
A L K
CONC. WALK
T R A F F I C
S E P A R A T O R
C O N C
C U R B
C O N C
C U R B
C O N C
C U R B
C O N C
C U R B
T R A F F I C
S E P A R A T O R
CONC. CURB
C
O
N
C
U
R
B
DIRT DRIVE
DIRT DRIVE
CONC. DRIVE
A S P H . D
R
IV
E
ASPH.
DRIVE
C O N C
D R I V E
C O N C
D R I V E
CONC.
DRIVE
C O N C
D R
IV
E
CONC.
DRIVE
CONC.
DRIVE
A S P H . D
R
IV
E
ASPH
. D
RIVE
CO
NC.
D
RIVE
CONC.
DRIVE
CONC.
DRIVE
CONC.
DRIVE
A
S
P
H
D
R
I
V
E
A S P H
D R I V E
C O N C
D R I V E
TB
TB
TS
TS
ASPH.
SPILLWAY
ES-1
ES-2
ES-3
ES-4
ES-5
CONC.
SPILLWAY
E S
ES-6
ES-7
ES-8
ES-9
E S
E S
E S
#11234#11278
#11272 #11296
R E F
LE
C
TO
R
#5379
ELECTRIC
ELECTRIC
30" 18"
28"
TWIN 48"
36" 28"
REFLECTORREFLECTOR
15" #11370
6" 6" 6" 6" 6" 28" 28"
B U R
IE
D C
AB
LE
R E F
LE
C
TO
R
#11277
12"
P V C
F E N C E
P V C
F E N C E
P V C
P I C K E T
F E N C E
6' PVC FENCE
W
O O D
F E N C E
P V C
F E N C E
CONC. DRIVE
EXISTING SRD R/W
PER 15507-2601
E X I S T I N G
S R D
R W
P E R
EXISTING SRD R/W
PER 15507-2601
E
X
I S
T
I N
G
S
D
W
P
E
E
X
I
S
T
I
W
P
E
X
I S
T
I
W
P
EXISTING SRD R/W
PER 15507-2601
E X I S T I N G
S R D
R W
P E R
E X I S T I N G
S R D
R W
P E R
EXISTING SRD R/W
PER 15507-2601
T
I L
I
Y
S
E
M
E
P
R
O
R
B
E
X
I
S
T
I
W
P
E
X
I
S
T
I
W
P
EDGE OF
PAVEMENT
E
X
I S
T
I
W
P
ED
G E O
F PAVEM
EN
T
BURIED
CABLE
E D G E
O F
P A V E M E N T
Feet 40200 10
RAMP
NO.
TYPE SIDE
SUMMARY OF CURB RAMPS
(SEE STANDARD PLANS INDEX 522-002 FOR DETAILS)
45.34
STATION
( 113TH ST)
OFFSET
(¡ CURB RAMP
AT EOP)
- FOR ALIGNMENT, SUE, AND ROW INFORMATION
CONTRACTOR TO USE TOPOGRAPHIC SURVEY OF:
54TH AVE. & 113TH ST.
SURVEY FILE NO.: 2206_00008
- STATIONS AND OFFSETS ARE IN REFERENCE TO
113TH ST. UNLESS OTHERWISE NOTED.
- ALL EXISTING SANITARY/STORM SEWER MAINTENANCE
ACCESS STRUCTURES AND VALVES SHALL BE ADJUSTED
TO MEET ADJACENT SURFACE GRADE.
- ALL SIDEWALK WITHIN PROJECT LIMITS TO BE
CONSTRUCTED WITH A MAX 2% CROSS SLOPE.
- REFER TO PINELLAS COUNTY INDEX # 1291 FOR
TRENCH BACKFILL DETAILS.
- REFER TO PINELLAS COUNTY INDEX # 1260 FOR TYPE
J6 CURB INLET DETAILS.
- VERIFY DIMENSIONS AND LAYOUT OF EXISTING STORM
STRUCTURE ES-6 BEFORE ORDERING CURB INLET TOP.
NOTES:
PAVEMENT DESIGN (1.5") MILLING & RESURFACING
PAVEMENT DESIGN PROPOSED ROAD WIDENING
STABILIZATION TYPE B (12" MIN. THICKNESS) (LBR 40)
OPTIONAL BASE GROUP 10 (CRUSHED CONCRETE)
TYPE SP STRUCTURAL COURSE, TRAFFIC C (3")
MILL EXISTING ASPHALT PAVEMENT (1.5")
AND RESURFACE WITH
TYPE SP STRUCTURAL COURSE, TRAFFIC C (1.5")
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
PROPOSED ROAD WIDENING
RAMP 2
RAMP 3
RAMP 4
RAMP 5
RAMP 6
PROPOSED GRADE
MATCH EXISTING GRADE
RETURN
CURB RETURN DETAILS
PC STA.
54+54.67
OFFSET PT STA.
54+80.10
OFFSET RADIUS
41.06
54+79.52 51.45
42.84
RT 56.20
EXISTING IMPERVIOUS TO
BE REPLACED WITH SOD
RT
RT
CR-F
CR-A
CR-E
CR-E
41.06'LT 52.05'LT
55.00'95.67'RT 42.34'RT
35.00'
41.81'RT 77.31'RT 36.00'
LT
LT54+54.26
54+81.49
55+51.49
54+64.46
55+14.49
54+61.03
55+68.33
54+88.38
CR-E/L
RAMP 1
55.78RT55+33.42CR-E/L
A
T
M
PROPOSED CROSSWALK
SEE SHEET TM-14 FOR DETAILS
ES-6
ES-7
CONC. WALK
R E F
LE
C
TO
RE
X
I
S
T
I
W
P
CABLE
E S
E S
28"
Feet 1050 2.5
RAMP 2
RAMP 3
RAMP 4
RAMP 5
RAMP 6
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
PROPOSED ROAD WIDENING PROPOSED GRADE
MATCH EXISTING GRADEEXISTING IMPERVIOUS TO
BE REPLACED WITH SOD
RAMP 1
PROPOSED CROSSWALK
SEE SHEET TM-14 FOR DETAILS
ES-7
ES-6
30"
6" 6" 6" 6" 28" 28"
V
V
V
V
P
P
P
P
TH 1
TH 2
V -6
B L-
6B
V -6
C L-
6C
V -6
D L-
6D
V -2
A L-
2A
V -2
B L-
2B
V -2
C L-
2C
V-8B L-8B
V-4B L-4B
V -5
A L-
5A V -6
A L-
6A
TH 3
V-8A L-8A
V-4A L-4A
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
6 AS
P2 P4
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
CONTROLLER TIMINGS
TI
M
IN
G F U N C
TI
ON
EXTENSION
MINIMUM GREEN
MIN MIN
YR R RYR RRFLASH MODE
2 3 4 5 6 7 8
P2
Feet 40200 10
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
113TH ST
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
113TH ST
R10-3I 9" X 15"
1 EA
R10-3I 9" X 15"
2 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
54TH AVE
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
R10-3I 9" X 15"
2 EA
54TH AVE
L
K
3-SECT., 1-WAY
10 AS
2 4 6 8 5
4-SECT., 1-WAY
2 AS
R
Y
G
R
SY
G
FY
649-21-15 STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 70'
649-21-19 STEEL MAST ARM ASSEMBLY, F&I, DOUBLE ARM 70'-60'
649-21-1 STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 30'
- 20 - 10 7 20 - 10
- 4 - 4 4 4 - 4
- 32 - 24 20 32 - 24
- 4.5 - 3.9 4.5 4.5 - 3.9
- 2.1 - 3.7 3.3 2.1 - 3.7
- 7 - 10 - 7 - 10
- 20 - 27 - 20 - 27
6A 6 6 6
V1
V3
V2
V4
P4
PHASE 3PHASE 1 PHASE 2
S.O.P. 11 MOD
52P2 2P2
6 P6 P8
P6 L
P6 K
P4 J
P4 I
P8 H
P8 G
P2 L
A
C
D
A B
P6 P8
630-2-11
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER
DESCRIPTION
CONDUIT, OPEN TRENCH, UNDERGROUND F&I (2")
630-2-12 2 CONDUIT, F&I, DIRECTIONAL BORE
632-7-1 3 SIGNAL CABLE, F&I
635-2-14 5 PULL & SPLICE BOX, F&I, 17"X30" COVER SIZE
639-1-122 6 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY
639-2-1 7 SIGNALS, ELECTRICAL SERVICE WIRE
641-2-12 9 PRESTRESSED CONCRETE SERVICE POLE, F&I, TYPE II SERVICE POLE
641-2-80 10 PRESTRESSED CONCRETE POLE, COMPLETE REMOVAL - POLE 30' AND GREATER
646-1-11 11 ALUMINUM PEDESTAL ALUMINUM SIGNAL POLE, PEDESTAL
646-1-60 12 ALUMINUM SIGNAL POLE, REMOVE
CONTRACTOR
653-1-11 18 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1-WAY
665-1-12 26 PEDESTRIAN DETECTOR, FURNISH AND INSTALL, ACCESSIBLE
670-5-112 27 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION
670-5-600 28 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET
29684-1-1
MANAGED FIELD ETHERNET SWITCH, F&I
700-5-22 INTERNALLY ILLUMINATED SIGN, F&I, 12-18 SF
663-1-111 24 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS
660-4-12 23 VEHICLE DETECTION SYSTEM-VIDEO F&I, ABOVE GROUND EQUIPMENT
660-4-11 22 VEHICLE DETECTION SYSTEM-VIDEO F&I, CABINET EQUIPMENT
660-1-110 20 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10
660-2-101 21 LOOP ASSEMBLY- F&I, TYPE A
685-1-13 UNINTERRUPTIBLE POWER SUPPLY, F&I, LINE INTERACTIVE WITH CABINET
632-7-6 4 SIGNAL CABLE, REMOVE- INTERSECTION
650-1-14 16 VEHICULAR TRAFFIC SIGNAL, F&I ALUMINUM, 3 SECTION, 1 WAY
650-1-16 17 VEHICULAR TRAFFIC SIGNAL, F&I ALUMINUM, 4 SECTION, 1 WAY
663-1-112 25 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR
KJI
EL 13.74
GND EL 14.05
GND EL 13.02
EL 13.60
EL 15.60
EL 13.87
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
DUHME RD
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
DUHME RD
R10-3I 9" X 15"
1 EA HG
B
BORDER
R=0.0"
TH=1.0"
6" 6"
3"
8"EM
4"
6"EM
3"
74"
'-0
15"
6"EM
3"
8"8"
7'-6"
21" 37" 20"
C
BORDER
R=0.0"
TH=1.0"
6" 6"
3"
8"EM
4"
6"EM
3"
74"
'-0
15"
6"EM
3"
8"8"
7'-6"
21"37"20"
D
GND EL 13.95
653-1-12 19 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 2-WAY
PED. SIGNAL
COUNT-DOWN
1-SECT., 2-WAY
1 AS
P2P4
8'-0"
6" 6"9"64" 7"
2" 8" 3"
8"EM
2"
2"
8"EM
3" 8" 2"
'-0
BORDER
R=0.0"
TH=1.0"
6" 6"
6" 84" 6"
7" 64"9"
2" 8" 3"
8"EM
2"
8'-0"
6" 6"9"64" 7"
2"
8"EM
3" 8" 2"
'-0
BORDER
R=0.0"
TH=1.0"
6" 6"
6" 84" 6"
7" 64"9"
DETECTOR CHART
V3
V2
V1
V4
6A
6B / 6C / 6D
6' X 25'
CAMERA PHASE
MOVEMENT
VIDEO/LOOP
ZONES
ZONE SIZE
LOOP
6' X 20'
VIDEO
6' X 20' 6' X 20' 5A
2A / 2B / 2C
6' X 25' 6' X 20' 6' X 20' 6' X 20'
8A / 8B 4A / 4B
6' X 20' 6' X 20' 6' X 20' 6' X 20'
639-3-11 ELECTRIC SERVICE DISCONNECT, F&I, POLE MOUNT
684-6-12 WIRELESS COMMUNICATION DEVICE, F&I, ETHERNET SUBSCRIBER UNIT
6A
TH 3
TH 1
V-4B
TH 2
Feet 1050 2.5
P6 I
P4 H
P4 G
P2 J
P2 G
P8 H
P6 J
P8 G
1 11
20 30
B
C
D
GND EL 14.05
GND EL 13.02
GND EL 13.95
124 3
ARM
MOUNTING
HEIGHT
(ARM M.H.)
TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH
ARM NO. 2 - DOUBLE ARM POLE ORIENTATION
TO BE MEASURED IN A COUNTER CLOCKWISE
DIRECTION FROM ARM NO. 1.
SIGN ASIGN BSIGN C
ABC
H4 H3 H2
ARM NO. 1 - SINGLE ARM POLE OR
LONGEST ARM FOR DOUBLE ARM POLE.
W4 W3 W2
SNS H1
R
Y
GG
Y
RR
Y
GG
Y
RR
Y
G
INTERNALLY ILLUMINATED
STREET NAME SIGN
INTERNALLY ILLUMINATED
STREET NAME SIGN
* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY
** DENOTES FUTURE SIGNAL HEAD
SIGNAL DATA
CCTV
DATA
VIDEO
DATA
SIGN DATA
ID
NO.
SHEET
NO.
LOCATION
BY STA.
TOP OF
FOUNDATION
ELEVATION
RDWY
ARM
NO.
CROWN
ELEV.
LUMI-
NAIRE
Y/N
TERM.
COMP.
Y/N
SIGNAL
V/H
BACK
PLATES
Y/N
PED.
SIGNAL
Y/N
DISTANCE FROM POLE
TOTAL
ARM
LENGTH
ARM
M.H.
ANGLE
BETWEEN
DUAL
ARMS
90/270
DISTANCE FROM POLE / HEIGHT & WIDTH OF SIGN
PAINT
COLOR
1 * 2 * 3 * 4 * 5 * 1 1 2 A H1 W1 B H2 W2 C H3 W3
N N V Y N
TM-10 55+45.42, 70.63' RT 14.55 1 15.60 N N V Y N 33.0 3 44.0 3 70 22 25 2 7.5
TM-10 54+55.60, 68.85' LT 13.02 1 13.74 N N V Y N 31.0 3 41.5 3 53.0 3 70 21
SPECIAL NOTES:
A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT ONE (1") INCH HIGH ENGRAVED OR
IMPRESSED MARK WHICH BEARS THE POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.
B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED) SHALL BE GALVANIZED STEEL OR
CAST ALUMINUM AND SHALL BE SECURED BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS
SHALL BE SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN ITSELF AND THE POLE SHAFT.
C. FIELD VERIFY ALL ELEVATIONS LISTED HEREIN.
D. INFORMATION BELOW IS FOR DESIGN PURPOSES ONLY, FIELD ADJUSTMENTS MAY BE REQUIRED.
E. SEE APPROPRIATE PLAN SHEET FOR PROPOSED SIGNAL HEAD ALIGNMENTS AND SIGN
CONFIGURATION/LOCATION.
F. BACKPLATES WITH REFLECTORIZED BORDERS ARE REQUIRED FOR ALL SIGNAL HEADS.
G. ALL MAST ARM ASSEMBLIES SHALL HAVE A TERMINAL COMPARTMENT.
H. ALL PROPOSED SIGNAL AND SIGN DATA ARE MEASURED FROM THE FACE OF EACH SIGNAL
POLE UPRIGHT.
24 2 7.5
55.0 3 65.0 4
63.0 4 58.0
13.87 42.5 3 52.5 3 60 22
22.5 2 847.52
TM-10 55+29.82, 72.00' LT 14.45 1 13.60 N N V Y N 13.5 3 23.5 3 30 20 6 2 818.5
60.0
OPTICOM IR
DETECTOR EYE
49.5
W1
TB
TS
TS
#11234#11278
#11272 #11296
#5379
30" 18"
28"
TWIN 48"
36" 28"
15" #11370
6" 6" 6" 6" 6" 28" 28"
#11277
12" 43+00
42+00
41+00
39+00
38+00
37+00
Feet 40200 10
706-1-3
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER DESCRIPTION
RAISED PAVEMENT MARKER, TYPE B, WHITE / RED
711-11-101
THERMOPLASTIC, STD, WHITE, SOLID 6"
711-11-123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24"
711-11-131
THERMOPLASTIC, STD, WHITE, SKIP, 6" 10-30
711-11-170
THERMOPLASTIC, WHITE, ARROW
711-11-201 THERMOPLASTIC, STD, YELLOW, SOLID 6"
706-1-3 RAISED PAVEMENT MARKER, TYPE B, YELLOW / YELLOW
711-17-1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS
- SURFACE TO REMAIN
705-11-1 1 DELINEATOR, FLEXIBLE TUBULAR
706-1-3 RAISED PAVEMENT MARKER, TYPE B, MONO / YELLOW
710-11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE
TS
TS
#11234#11278
#11272 #11296
#5379
ELECTRIC
ELECTRIC
ELECTRIC
30" 18"
28"
TWIN 48"
36" 28"
15" #11370
6" 6" 6" 6" 6" 28" 28"
#11277
12" 43+00
42+00
41+00
39+00
38+00
37+00
SPEED
LIM
IT
YIELD
HE
RE
ON
ST
O
P
RE
D
AH
EA
D
ADOPT - A - MILE
PROGRAM Helping
To Keep Pinellas Beautiful A Wxxxg Txxxx Keeping The County Clean
Steele Animal Hospital
6PM - 6AM
6PM - 6AM
SP
EE
D
LI
M
IT
6PM - 6AM
SUMMARY OF VERIFIED UTILITIES
TH # UTILITY DESCRIPTION SIZE
and/or ℄
COMMENTS
STATION OFFSET LT/RT
TH1 DUG TO DEPTH OF 5'. WATER PROBED TO 10'. NO UTILITY FOUND.
MATERIALS
APPROXIMATE
EXISTING
GROUND
ELEVATION
TOP
ELEVATION
EXPLORATORY N/A N/A 55+45.08 69.08' RT N/A N/A
TH2 DUG TO DEPTH OF 5'. WATER PROBED TO 10'. NO UTILITY FOUND.EXPLORATORY N/A N/A 54+55.63 67.85' LT N/A N/A
TH3 DUG TO DEPTH OF 6'. WATER PROBED TO 10'. NO UTILITY FOUND.EXPLORATORY N/A N/AN/A 55+29.84 71.96' LT N/A
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
R/W PER
OR 4563, PG 1362
RIDGEWOOD GROVES - UNIT 2
PB 46, PG. 3
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R/W PER
OR 4587, PG 1323
R/W PER
OR 4553, PG 1844
PID 004183N
CR 694 (PARK BOULEVARD)
AT RIDGE ROAD
INTERSECTION IMPROVEMENTS
P R O J E C T P i n e l l a s
C o u n t y C A D D P a r k
B l v d
R i d g e
B l v d s i g n a l s S I G N S G d w g
N o v p m
SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION
TN-2
TN-12
TN-13
SIGNATURE SHEET
MAST ARM ASSEMBLIES DATA TABLE
SPECIAL MAST ARM ASSEMBLIES DATA TABLE
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
AM
Y L
YNN GUISINGER
FLORIDA
63989
TSFGEO, INC.
6011 BENJAMIN ROAD
TAMPA, FLORIDA 33634
AMY LYNN GUISINGER, P.E. NO. 63989
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
SHEET NO. SHEET DESCRIPTION
TN-2
TN-16
SIGNATURE SHEET
BORING LOCATION PLANS AND SOIL PROFILES
PR
O
FESSIONAL ENGIN
EE
R
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
TN-1
TN-2
TN-3 - TN-4
TN-5
TN-6
TN-7 - TN-8
TN-9 - TN-10
TN-11
TN-14
TN-15
TN-17
KEY SHEET
SIGNATURE SHEET
GENERAL NOTES
TRAFFIC CONTROL NOTES
TABULATION OF QUANTITIES
ROADWAY PLAN
SIGNALIZATION PLAN
MAST ARM TABULATION
PAVEMENT MARKING PLAN
SIGNING PLAN
SUMMARY OF VERIFIED UTILITIES
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JO
SHU
A REICHERT
FLORIDA
77036
METRIC ENGINEERING, INC.
525 TECHNOLOGY PARK, SUITE 153
LAKE MARY, FLORIDA 32746
JOSHUA REICHERT, P.E. NO. 77036
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
STATE OF
No.
BR
AN
DO
N ROSS WALKER
FLORIDA
86161
HEATH & LINEBACK ENGINEERING
2400 MAITLAND CENTER PKWY, SUITE 120
MAITLAND, FLORIDA 32819
BRANDON ROSS WALKER, P.E. NO. 86161
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
PR
O
FESSIONAL ENGIN
EE
R/W PER
OR 4563, PG 1362
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OR 4587, PG 1323
OR 4553, PG 1844
OE
OE
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OE
OE
OE
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OE
OE
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O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
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OE
OE
OE
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G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D) G(D)
G(D)
G(D)
G(D)
N P W D
N P W D
N P W D
N P W D
N P W D
N P W D
N P W D
N P W D
N
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N P W D
N
P
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N
P
W
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N
P
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N P W D
G D
G D
B
F
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BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
B
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(D)
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BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
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BFOC(D)
BFOC(D)
BFOC(D) BF
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NP
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N P W D
N P W D
N P W D
NPW(D)
NPW(D)
NPW(D)
NPW(D) NPW(D) NPW(D) NPW(D
NPW(D)
NPW(D)
N
P
W
D
N
P
W
D
N
P
W
D
G D
G D
G D
G D
G D
G D
G
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G
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F
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B
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N
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W(D)
W(D)
W(D)
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B F O T D
B F O T D
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BFOT(D)
BFOT(D)
BFOT(D)
BFOT(D)
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B
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B
F
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T
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B
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B F O C D
B F O C D
B F O C D
B F O C D
B F O C D
B F O C D
B F O C D
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G
D
G
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G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
RAMP
NO.
TYPE SIDE
SUMMARY OF CURB RAMPS
(SEE STANDARD PLANS INDEX 522-002 FOR DETAILS)
53.911
STATION
( PARK BLVD)
OFFSET
(¡ CURB RAMP
AT EOP)
CR-C LT
2 CR-C 41.42
- FOR ALIGNMENT, SUE, AND ROW INFORMATION
CONTRACTOR TO USE TOPOGRAPHIC SURVEY OF:
PARK BLVD. & RIDGE RD.
SURVEY FILE NO.: 2206_00009
- STATIONS AND OFFSETS ARE IN REFERENCE
TO PARK BLVD. UNLESS OTHERWISE NOTED.
- ALL EXISTING SANITARY/STORM SEWER
MAINTENANCE ACCESS STRUCTURES AND
VALVES SHALL BE ADJUSTED TO MEET
ADJACENT SURFACE GRADE.
- ALL SIDEWALK WITHIN PROJECT LIMITS TO
BE CONSTRUCTED WITH A MAX 2% CROSS
SLOPE.
- REFER TO PINELLAS COUNTY INDEX # 1291 FOR
TRENCH BACKFILL DETAILS.
Feet 40200 10
NOTES:
PAVEMENT DESIGN (1.5") MILLING & RESURFACING
MILL EXISTING ASPHALT PAVEMENT (1.5")
AND RESURFACE WITH
TYPE SP STRUCTURAL COURSE, TRAFFIC C (1.5")
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
RAMP 1
RAMP 2
RAMP 3
RAMP 4
PROPOSED GRADE
MATCH EXISTING GRADE
RETURN
CURB RETURN DETAILS
PC STA. OFFSET PT STA. OFFSET RADIUS
56.503 CR-L
4 CR-L RT 44.20
134+30.40
134+51.98
134+31.53
134+46.60
LT
RT
134+20.73 78.02'LT 134+59.99 40.65'LT 39.00'
134+25.36 72.08'RT 134+60.92 41.19'RT 36.00'
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
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OE
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B
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BFOC(D)
BFOC(D)
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B
F
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D
B
F
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D
B
F
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B F O C D
B F O C D
BFOC
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BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
B F O C D
B
F
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B
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B
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B
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BFOC(D)
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BFOC(D)
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BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
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W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W D
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W D
W D
W(D)
W(D)
W D
W(D)
W(D)
W(D)
W(D)
W(D)
W(D)
W
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W
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W
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W
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W D
W D
W D
W D
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G D
G D
G D
G D
G D
G D
G D
G
D
G
D
G
D
G
D
G
D
G
D
G
D
G
D
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
N
P
W
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N
P
W
D
N
P
W
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N
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W
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N
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W
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N
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N
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N
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N
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N P W D
N P W D
N P W D
N P W D
N P W D
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NP
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B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B
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B
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B
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B
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B
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B
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B
F
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D
B
F
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D
B
F
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D
B
F
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BFOT(D)
BFOT(D)
BFOT(D)
B F O T D
B F O T D
B F O T D
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
N P W D
N P W D
N P W D
N P W D
N
P
W
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N P W D
N P W D
N P W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W
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W
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W D
W D
W D
W D
W D
W
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W
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W D
W D
W D
W D
W D
W
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W
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W D
W D
W D
W D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
BFOT(D)
BFOT(D)
BFOT(D)
BFOT(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
Feet 1050 2.5
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS) MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
RAMP 1
RAMP 2
RAMP 3
RAMP 4
PROPOSED GRADE MATCH EXISTING GRADE
IN
E
LL
AS
C
OU
N
TY
V
V
V
V
C
P
P
P
P
TH 1
TH 2
V-6B L-6B
V-6A L-6A
V-6C L-6C
V-2B L-2B
V-2A L-2A
V-2C L-2C
V -4
A L-
4A V -8
A L-
8A
V -4
B L-
4B
V -8
B L-
8B
OE
OE
OE
O
E
O
E
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
O
E
G(D)
G(D) G(D)
G(D)
N P W D
N P W D
N P W D
N P W D
N P W D
N
P
W
D
N P W D
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D) B
F
O
C
D
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
B F O C D
B F O C D
W D
W D
W(D)
N P W D
N P W D
N P W D
NPW(D)
G D
G D
G D
B
F
O
C
D
B
F
O
C
D
BFOC(D)
W D
W D
W D
W
D
W
D
W(D)
W(D)
W(D)
W(D)
W(D)
W D
W D
W D
W D
W D
W D
W D
W D
W D
B F O T D
B F O T D
B F O T D
BFOT(D)
BFOT(D)
BFOT(D)
B F O T D
B F O T D
B F O T D
B F O T D
W D
B
F
O
T
D
BFOT(D)
W(D)
W D
W(D)
W(D)
W(D)
W(D)
B
F
O
T
D
B
F
O
T
D
BFO
T(D
B F O T D
B F O T D
B F O T D
B F O T D
W D
W D
W D
W(D)
W D
W D
W D
W D
B F O T D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B F O C D
B F O C D
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G D
G D
G D
G
D
G(D)
G(D)
G(D)
G(D)
G(D)
P2
Feet 40200 10
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
CONTROLLER TIMINGS
TI
M
IN
G F U N C
TI
ON
EXTENSION
MINIMUM GREEN
77 77
MIN MIN
Y- - RYR --FLASH MODE
2 3 4 5 6 7 8
- 15 - 26 - 17 - 25
- 2.9 - 4.2 - 2.9 - 4.2
- 4.1 - 3.7 - 4.1 - 3.7
- 100 - 20 - 100 - 20
- 50 - 20 - 50 - 20
- 1 - 1 - 1 - 1
- 20 - 7 - 20 - 7
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
4 AS
2A
6A
P2
P4
P4
P6
P4 P6
P8
V4
V1
V2
V3
B D
B
D
A
C
MAXIMUM GREEN 3 - - - - - - - -
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
PARK BLVD
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
PARK BLVD
R10-3I 9" X 15"
1 EA
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
RIDGE RD
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
R10-3I 9" X 15"
1 EA
RIDGE RD
E F G H
F
E
G
H
3-SECT., 1-WAY
8 AS
2 4 6 8
G
Y
R
P4
P8P2
PHASE 6PHASE 3
S.O.P. 7
P6
630-2-11
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER
DESCRIPTION
CONDUIT, OPEN TRENCH, UNDERGROUND F&I (2")
630-2-12 2
635-2-14
CONDUIT, F&I, DIRECTIONAL BORE
632-7-1
PULL & SPLICE BOX, F&I, 17"X30" COVER SIZE
3 SIGNAL CABLE, F&I
639-1-122
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY
639-2-1
SIGNALS, ELECTRICAL SERVICE WIRE
639-3-11
ELECTRIC SERVICE DISCONNECT, F&I, POLE MOUNT
641-2-12
PRESTRESSED CONCRETE SERVICE POLE, F&I, TYPE II SERVICE POLE
641-2-80
PRESTRESSED CONCRETE POLE, COMPLETE REMOVAL- POLE 30' AND GREATER
646-1-11
ALUMINUM PEDESTAL ALUMINUM SIGNAL POLE, PEDESTAL
646-1-60
ALUMINUM SIGNAL POLE, REMOVE
CONTRACTOR
649-21-14
STEEL MAST ARM ASSEMBLY, F&I, DOUBLE ARM 60'-60'
653-1-11 23 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1-WAY
665-1-12 30 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE
670-5-112 31 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION
670-5-600
TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET
682-1-113
684-1-1 34 MANAGED FIELD ETHERNET SWITCH, F&I
685-1-13 35 UNINTERRUPTIBLE POWER SUPPLY, F&I, LINE INTERACTIVE WITH CABINET
663-1-111 28 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS
660-4-11 26 VEHICLE DETECTION SYSTEM-VIDEO F&I, CABINET EQUIPMENT
649-21-19 STEEL MAST ARM ASSEMBLY, F&I, DOUBLE ARM 70'-60'
660-1-110 24 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10
660-2-101 25 LOOP ASSEMBLY- F&I, TYPE A
700-5-22 INTERNALLY ILLUMINATED SIGN, F&I, 12-18 SF
632-7-6 4 SIGNAL CABLE, REMOVE- INTERSECTION
650-1-14
VEHICULAR TRAFFIC SIGNAL, F&I, 3 SECTION, 1 WAY
663-1-112 29 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR
649-2-601
STEEL CCTV POLE, REMOVE POLE - FOUNDATION REMAINS
633-3-51
633-3-35B
633-3-12
633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE
FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY
635-2-12
FIBER OPTIC CONNECTION HARDWARE, ADJUST/MODIFY SPLICE ENCLOSURE
FIBER OPTIC CONNECTOR HARDWARE, PRE-TERM CONNECTOR ASSY (250'),
INSTALL
PULL & SPLICE BOX, F&I, 24"X36" COVER SIZE
GND EL 55.18
GND EL 53.72
EL 54.76
EL 54.81
EL 54.40
EL 53.66
BORDER
R=0.0"
TH=1.0"
6" 6"24"
3"
8"EM
4"
6"EM
3"
7'-0" 11" 62" 11"
15"
6"EM
3"
24"24"
'-0
BORDER
R=0.0"
TH=1.0"
6" 6"24"
3"
8"EM
4"
6"EM
3"
7'-0" 11" 62" 11"
15"
6"EM
3"
24"24"
'-0
DETECTOR CHART
V2
V1 6 6A
6B / 6C 6' X 25'
CAMERA PHASE
MOVEMENT
VIDEO/LOOP
ZONES
ZONE SIZE
LOOP
6' X 20'
VIDEO
6' X 20' 6' X 20' 2A
2B / 2C
6' X 25' 6' X 20' 6' X 20'
6' X 20'
V3 6' X 25' 6' X 20' 6' X 20' 6' X 20'
V4 6' X 25' 6' X 20' 6' X 20' 6' X 20'
4A 4B
8A 8B
PED. SIGNAL
COUNT-DOWN
1-SECT., 2-WAY
2 EXISTING
TO REMAIN
A
6" 23" 23" 6"
15"
6"EM
3"
'-0
" 3"
8"EM
4"
6"EM
3"
BORDER
R=0.0"
TH=1.0"
6'-6"
12" 12"54"
20"
C
6" 23" 23" 6"
15"
6"EM
3"
3"
8"EM
4"
6"EM
3"
BORDER
R=0.0"
TH=1.0"
6'-6"
12" 12"54"
20"
'-0
660-4-12 VEHICLE DETECTION SYSTEM-VIDEO F&I, ABOVE GROUND EQUIPMENT
ITS CCTV CAMERA, F&I, DOME PTZ ENCLOSURE - PRESSURIZED, IP,
HIGH DEFINITION
4-SECT., 1-WAY
4 AS22
FY
G
SY
R
650-1-16 VEHICULAR TRAFFIC SIGNAL, F&I, 4 SECTION, 1 WAY
2A 4A
8A
4A
6A 8A
TH 1 V
-8
B L-
8B
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
B
F
O
C
D
B
F
O
C
D
BFOC(D)
B
F
O
C
D
B
F
O
C
D
B F O C D
BFO
C(D
BFO
C(D
BFOC(D)
BFOC(D)
BFOC(D)
B
F
O
C
D
B
F
O
C
D
B
F
O
C
D
B
F
O
C
D
B
F
O
C
D
W D
W D
W
D
W
D
W
D
W
D
W
D
W
D
W D
B
F
O
T
D
W D
W D
W D
W D
W D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
C
D
V P
V-2C
L- 8A
OE
OE
OE
OE
OE
O
E
O
E
O
E
O
E
O
E
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
BFOC(D)
W D
W D
W D
W D
W(D)
W(D)
W(D)
W(D)
W(D)
W D
W(D)
W(D)
W(D)
W
D
W
D
W D
W D
W D
G D
G D
G D
G
D
G
D
G
D
G
D
G(D)
G(D)
TH 2
V -4
B L-
4B
N
P
W
D
N
P
W
D
N
P
W
D
N
P
W
D
N
P
W
D
N P W D
N P W D
N P W D
NP
W( D)
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
B
F
O
T
D
BFOT(D)
BFOT(D)
B F O T D
B F O T D
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
P
V-6C L-6C
G(D)
G(D)
N P W D
N
P
W
D
N P W D
N
P
W
D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
W D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
B F O T D
BFOT(D)
BFOT(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
G(D)
Feet 1050 2.5
3 26
P2
P4
P4
P6
H
E
G
F
1 13
10 B
A
C
GND EL 55.18
GND EL 53.72
MOUNTING
HEIGHT
(ARM M.H.)
TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH
ARM NO. 2 - DOUBLE ARM POLE ORIENTATION
TO BE MEASURED IN A COUNTER CLOCKWISE
DIRECTION FROM ARM NO. 1.
SIGN ASIGN BSIGN C
ABC
H4 H3 H2
ARM NO. 1 - SINGLE ARM POLE OR
LONGEST ARM FOR DOUBLE ARM POLE.
W4 W3 W2
SNS H1
R
Y
GG
Y
RR
Y
GG
Y
RR
Y
G
INTERNALLY ILLUMINATED
STREET NAME SIGN
W1
INTERNALLY ILLUMINATED
STREET NAME SIGN
* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY
SPECIAL NOTES:
A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT ONE (1") INCH HIGH ENGRAVED OR
IMPRESSED MARK WHICH BEARS THE POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.
B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED) SHALL BE GALVANIZED STEEL OR
CAST ALUMINUM AND SHALL BE SECURED BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS
SHALL BE SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN ITSELF AND THE POLE SHAFT.
C. FIELD VERIFY ALL ELEVATIONS LISTED HEREIN.
D. INFORMATION BELOW IS FOR DESIGN PURPOSES ONLY, FIELD ADJUSTMENTS MAY BE REQUIRED.
E. SEE APPROPRIATE PLAN SHEET FOR PROPOSED SIGNAL HEAD ALIGNMENTS AND SIGN
CONFIGURATION/LOCATION.
F. BACKPLATES WITH REFLECTORIZED BORDERS ARE REQUIRED FOR ALL SIGNAL HEADS.
G. ALL MAST ARM ASSEMBLIES SHALL HAVE A TERMINAL COMPARTMENT.
H. ALL PROPOSED SIGNAL AND SIGN DATA ARE MEASURED FROM THE FACE OF EACH SIGNAL
POLE UPRIGHT.
SIGNAL DATA
CCTV
DATA
VIDEO
DATA
SIGN DATA
ID
NO.
SHEET
NO.
LOCATION
BY STA.
TOP OF
FOUNDATION
ELEVATION
RDWY
ARM
NO.
CROWN
ELEV.
LUMI-
NAIRE
Y/N
TERM.
COMP.
Y/N
SIGNAL
V/H
BACK
PLATES
Y/N
PED.
SIGNAL
Y/N
DISTANCE FROM POLE
TOTAL
ARM
LENGTH
ARM
M.H.
ANGLE
BETWEEN
DUAL
ARMS
90/270
DISTANCE FROM POLE / HEIGHT & WIDTH OF SIGN
PAINT
COLOR
1 * 2 * 3 * 4 * 5 * 1 1 2 A H1 W1 B H2 W2 C H3 W3
OPTICOM IR
DETECTOR EYE
471 TN-9 133+66.25, 77.21' LT 55.68 1 54.81 N N V Y N 40.5 3 52.5 3 58.5
2 TN-9
54.76 N N V Y N 43.5 3
2 54.40 N N V Y N 44.0 3 56.0
65.0
134+43.77, 60.38' RT 53.72 53.66 N N V Y N 23.5 3 35.5 3 47.5
51.0 37.5
40.0
42.0
35.0
2 60 19.5 14 2 790
60 21
60 21
14 2 7
17 2 6.5
70 19.5 28.5 2 6.5
46.5
29.5
33.0 4
36.0 4
Feet 40200 10
706-1-3
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER
DESCRIPTION
RAISED PAVEMENT MARKER, TYPE B, WHITE / RED
711-11-101
THERMOPLASTIC, STD, WHITE, SOLID 6"
711-11-123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24"5
711-11-170
THERMOPLASTIC, STANDARD, WHITE, ARROW
711-11-201 THERMOPLASTIC, STD, YELLOW, SOLID 6"
706-1-3 RAISED PAVEMENT MARKER, TYPE B, YELLOW / YELLOW
H
R R
IC
AN
E
EVAC
U
ATIO
N R
O U
TE
and/or ℄
COMMENTS
STATION OFFSET LT/RT
TH1
DUG TO DEPTH OF 5'. WATER PROBED TO 10'. NO UTILITY
CONFLICT IDENTIFIED.
MATERIALS
APPROXIMATE
EXISTING
GROUND
ELEVATION
TOP
ELEVATION
EXPLORATORY N/A N/A 133+65.68 76.62 LT N/A N/A
TH2
DUG TO DEPTH OF 5.5'. WATER PROBED TO 8'. EXISTING TRAFFIC LINES TO AND FROM
PULL BOXES FOUND. NO OTHER UTILITIES FOUND.
EXPLORATORY N/A N/A 134+43.69 60.12' RT N/A N/A
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
L A N E
L I N E
S T O P
B A R
S T O P
B A R
STOP BAR
C R O S S W
A L K
CROSSWALK
C R O
S S W
A L K
CROSSWALK
STOP BAR
L
A
I
N
E
L
A
N
E
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
C O N C
C U R B
C O N C
C U R B
CONC. CURB
CONC. CURB
C O N C
C U R B
C O N C
C U R B
C O N C
C U R B
C O N C
C U R B
CONC. CURB
CONC. WALK
CONC. WALK
CO
NC
. W
AL
K
CONC. WALK
CONC. WALK
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
C O N C
W
A L K
ES-1
ES-3
ES-2
ES-7
ES-8
E S
E S
E S
E S
E S
E S
E S
WALGREENS
RIGHT LANE MUST TURN RIGHT
ALT 19
YIELD
6"X6" CONC. POST W/ ELEC. METER
BURIED CABLE
N O R T H
O N E
W
A Y
I R R I G A T I O N
O N E
W
A Y
W/ 2' CONC
IRR. W/ 2' CONC
#J502
#037490
BURIED CABLE
12"
J
A L T
BURIED CABLE
BURIED CABLE
BURIED CABLE
BURIED GAS
YIELD
GTC
GTC
GTC GTC
R E F L E C T O R
REFLECTOR
REFLECTOR
CABINET
STOP
BURIED CABLE
SHARE A RIDE
#4595850
STOP
#4595849
ALT 19
YIELD
B U S
S T O P
G H T
L A N E
M U S T
T U R N
R I G H T
T O W
A Y
Z O N E
EVACUATION
ROUTE
BUS STOP
JCT
ALT 19
BUS STOP
N E L L A S
C O
E V A C U A T I O N
R O U T E
PINELLAS CO
BURIED
CABLE
BURIED
CABLE
B U R I E D
C A B L E
BURIED
CABLE
TOW AWAY
ZONE
M E T A L
B O L L A R D
BURIED
CABLE
BURIED
CABLE
4" METAL
BOLLARDS
EXISTING R/W
PER 436485-1
EXISTING R/W
PER 436485-1
E X I S T I N G
R W
P E R
E X I S T I N G
R W
P E R
EXISTING R/W
PER 436485-1
EXISTING R/W
PER 436485-1
E X I S T I N G
R W
P E R
E X I S T I N G
R W
P E R
176 177 178 179
174173
PID 004183O
CR 694 (PARK BOULEVARD)
AT US-19A (SEMINOLE BOULEVARD)
P R O J E C T P i n e l l a s
C o u n t y C A D D N
P a r k
B l v d
S e m i n o l e
B l v d s i g n a l s S I G N S G d w g
N o v p m
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
SHEET NO. SHEET DESCRIPTION
TO-1
TO-2
TO-3 - TO-4
TO-5
TO-6
TO-7 - TO-8
TO-9
TO-10 - TO-11
TO-12
TO-14
TO-15
TO-18
KEY SHEET
SIGNATURE SHEET
GENERAL NOTES
TRAFFIC CONTROL PLAN NOTES
TABULATION OF QUANTITIES
ROADWAY PLAN
DRAINAGE CROSS SECTION SHEET
SIGNALIZATION PLAN
MAST ARM TABULATION
PAVEMENT MARKING PLAN
SIGNING PLAN
SUMMARY OF VERIFIED UTILITIES
SHEET NO. SHEET DESCRIPTION
TO-2
TO-13
SIGNATURE SHEET
MAST ARM ASSEMBLIES DATA TABLE
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
AM
Y L
YNN GUISINGER
FLORIDA
63989
TSFGEO, INC.
6011 BENJAMIN ROAD
TAMPA, FLORIDA 33634
AMY LYNN GUISINGER, P.E. NO. 63989
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
SHEET NO. SHEET DESCRIPTION
TO-2
TO-16
TO-17
SIGNATURE SHEET
BORING LOCATION PLAN
SOIL PROFILES
PR
O
FESSIONAL ENGIN
EE
R
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JO
SHU
A REICHERT
FLORIDA
77036
METRIC ENGINEERING, INC.
525 TECHNOLOGY PARK, SUITE 153
LAKE MARY, FLORIDA 32746
JOSHUA REICHERT, P.E. NO. 77036
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
STATE OF
No.
BR
AN
DO
N ROSS WALKER
FLORIDA
86161
HEATH & LINEBACK ENGINEERING
2400 MAITLAND CENTER PKWY, SUITE 120
MAITLAND, FLORIDA 32819
BRANDON ROSS WALKER, P.E. NO. 86161
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
PR
O
FESSIONAL ENGIN
or5
P2
P2
4 P4
P8 8
PHASE 4PHASE 1
PHASE 2
PHASE 2
PHASE 3
SEQUENCE 7
P6
P6
P4
P8 or or5
P2
P2
4 P4
P8 8
PHASE 5
PHASE 5
PHASE 6PHASE 4PHASE 1
PHASE 2
PHASE 2
PHASE 3
SEQUENCE 1
P6
P6
P4
P8 or
P2
4 P4
P8 8
PHASE 5
PHASE 5
PHASE 6PHASE 4PHASE 2
SEQUENCE 9
P6
PHASE 5
PHASE 2
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LANE LINE
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
LAN
E LIN
E
S T O P
B A R
S T O P
B A R
STOP BAR
C R O S S W
A L K
C R O S S W
A L K
C R O
S S W
A L K
C R O S S W
A
LK
STOP BAR
L
A
N
E
L
A
N
E
CONC. CU
RB
CONC. CURB
CO
N
C. CURB
CO
N
C. CU
RB
C O N C
C U R B
C O N C
C U R B
CONC. CURB
CONC. WALK
C O N C W
A L K
C
O
N
L
K
CO
NC. W
ALK
CONC. W
ALK
C O N C
W
A L K
C O N C
W
A L K
ES-3
ES-2
ES-7
E S
6"X6" CONC. POST W/ ELEC. METER
BURIED CABLE
#J502
#037490
BURIED CABLE
BURIED CABLE
BURIED CABLE
BURIED CABLE
BURIED GAS
GTC
GTC
GTC GTC
R E F L E C T O R
REFLECTO
R
REFLECTOR
CABINET
#4595850
#4595849
BURIED
CABLE
BURIED
CABLE
B U R I E D
C A B L E
BURIED
CABLE
BURIED
CABLE
BURIED
CABLE
EXISTING R/W
PER 436485-1
EXISTING R/W
PER 436485-1
EXISTING
R/W
PER 436485-1
EXISTING R/W
PER 436485-1
176 177 178 179
B
E
D
B E D
FOC
FOC
FOC
FOC
FOC
FOC
F
O
C
F O C
F O C
F O C
FOC
FOC
FOC
FOC
FOC
FOC
F
O
C
F
O
C
F
O
C
F O C
F O C
F O C
F O C
F O C
F O C
F
O
C
F O C
F O C
F O C
F O C
F O C
F O C
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G
G
G
G
G
G
G
G
G G
G
Feet 40200 10
RAMP
NO.
TYPE SIDE
69.16177+72.112
1 177+56.98 LT 49.73
SUMMARY OF CURB RAMPS
(SEE STANDARD PLANS INDEX 522-002 FOR DETAILS)
72.24178+68.783
STATION
( PARK BLVD)
OFFSET
(¡ CURB RAMP
AT EOP)
CR-A
CR-A
CR-A
LT
LT
4 CR-A 178+89.67 45.99
- FOR ALIGNMENT, SUE, AND ROW INFORMATION
CONTRACTOR TO USE TOPOGRAPHIC SURVEY OF:
PARK BLVD. & SEMINOLE BLVD.
SURVEY FILE NO.: 2206_00010
- STATIONS AND OFFSETS ARE IN REFERENCE
TO PARK BLVD. UNLESS OTHERWISE NOTED.
- ALL EXISTING SANITARY/STORM SEWER
MAINTENANCE ACCESS STRUCTURES AND
VALVES SHALL BE ADJUSTED TO MEET
ADJACENT SURFACE GRADE.
- ALL SIDEWALK WITHIN PROJECT LIMITS TO
BE CONSTRUCTED WITH A MAX 2% CROSS SLOPE.
-REFER TO PINELLAS COUNTY INDEX # 1291 FOR
TRENCH BACKFILL DETAILS.
-REFER TO PINELLAS COUNTY INDEX # 1260 FOR
TYPE J6 CURB INLET DETAILS.
NOTES:
PAVEMENT DESIGN (1.5") MILLING & RESURFACING
PAVEMENT DESIGN PROPOSED ROAD WIDENING
STABILIZATION TYPE B (12" MIN. THICKNESS) (LBR 40)
OPTIONAL BASE GROUP 10 (CRUSHED CONCRETE)
TYPE SP STRUCTURAL COURSE, TRAFFIC C (4")
MILL EXISTING ASPHALT PAVEMENT (1.5")
AND RESURFACE WITH
TYPE SP STRUCTURAL COURSE, TRAFFIC C (1.5")
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
PROPOSED ROAD WIDENING
RAMP 3RAMP 2
RAMP 1
RAMP 4
RAMP 5
RAMP 6
RAMP 7
RAMP 8
PROPOSED GRADE
MATCH EXISTING GRADE
RETURN
CURB RETURN DETAILS
PC STA.
178+68.29
177+40.63
177+41.20
178+86.06
OFFSET
41.05'LT
PT STA.
179+03.27
177+75.61
177+79.16
179+21.04
OFFSET
76.80'LT
RADIUS
45.00'
72.72177.78.656
5 177+57.92 44.93
70.29178+86.917
8 179+00.95 RT 49.48
EXISTING IMPERVIOUS TO
BE REPLACED WITH SOD
LT
RT
RT
RTCR-A
CR-A
CR-A
CR-A
76.77'LT 43.25'LT 35.00'
41.04'RT 77.95'RT 38.00'
79.39'RT 43.08'RT 35.00'
B
T
O
C
T
O
ES-3
F O C
F O C
F O C
F
O
C
F
O
C
F
O
C
F
O
C
F
O
C
F O C
F O C
F O C
F O C
F O C
F O C
G
G G G G G G
G G
B
E
D
B
E
D
B
E
D
B
E
D
B
E
D
B
E
D
F O C
F O C
F O C
F O C
F
O
C
F
O
C
F
O
C
F O C
G G G
G
G
G
G
G
G
STOP BAR
ES-2
F
O
C
F
O
C
F O C
F O C
F O C
F O C
G
G
G
G
Feet 1050 2.5
RAMP 3
RAMP 2
RAMP 1 RAMP 4
RAMP 5
RAMP 6
RAMP 7
RAMP 8
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
PROPOSED ROAD WIDENING
PROPOSED GRADE MATCH EXISTING GRADE
EXISTING IMPERVIOUS TO
BE REPLACED WITH SOD
177 178 179
B
E
D
FOC
FOC
F O C
FOC
F
O
C
F
O
C
F O C
F O C
F O C
F O C
G
G
G
G
G G
G
G
G
V
V
C
V
V
P
P
P
P
C
TH 1
TH 2
TH 3
TH 4
TH 5
V-6B L-6B
V-1A L-1A
V-6A L-6A
V-6C L-6C
V-5A L-5A
V-2A L-2A
V-2B L-2B
V-2C L-2C
V -3
A L-
3AV
-8
A L-
8A
V -3
B L-
3BV
-8
B L-
8B
V -8
C L-
8C
V -4
A L-
4AV
-7
A L-
7A
V -7
B L-
7B
V -4
B L-
4B
V -4
C L-
4C
V -4
D L-
4D
L- S
L- S
L- S
Feet 40200 10
3-SECT., 1-WAY
11 AS
R
Y
G
P2
A
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
CONTROLLER TIMINGS
TI
M
IN
G F U N C
TI
ON
EXTENSION
MINIMUM GREEN
77 77
MIN MIN
YR R RYR RRFLASH MODE
2 3 4 5 6 7 8
- 30 - 29 - 32 - 27
3.2 3.2 2.9 2.9 3.2 3.2 2.9 2.9
4.1 4.1 4.4 4.4 4.1 4.1 4.4 4.4
40 120 50 45 55 120 30 50
25 95 30 40 35 95 30 40
5 10 5 10 5 10 5 10
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
8 AS
P8
630-2-11
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER
DESCRIPTION
CONDUIT, OPEN TRENCH, UNDERGROUND F&I (2")
630-2-12 2 CONDUIT, F&I, DIRECTIONAL BORE
632-7-6 4 SIGNAL CABLE, REMOVE- INTERSECTION
635-2-14
PULL & SPLICE BOX, F&I, 17"X30" COVER SIZE
639-1-122
639-2-1
SIGNALS, ELECTRICAL SERVICE WIRE
639-3-11
ELECTRIC SERVICE DISCONNECT, F&I, POLE MOUNT
641-2-12
PRESTRESSED CONCRETE SERVICE POLE, F&I, TYPE II SERVICE POLE
641-2-80
PRESTRESSED CONCRETE POLE, COMPLETE REMOVAL - POLE 30' AND GREATER
646-1-11
ALUMINUM PEDESTAL ALUMINUM SIGNAL POLE, PEDESTAL
646-1-60
ALUMINUM SIGNAL POLE, REMOVE
649-21-10
STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 60'
649-21-15
STEEL MAST ARM ASSEMBLY, F&I, SINGLE ARM 70'
653-1-11
PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1-WAY
665-1-12
PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE
670-5-112
TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION
670-5-600
TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET
682-1-113
684-1-1
MANAGED FIELD ETHERNET SWITCH, F&I
700-5-22
INTERNALLY ILLUMINATED SIGN, F&I, 12-18 SF
P4 P6 P82 4 6 8 1 3 5 7
8 8 3 3
P8
P2 P2
P4
P4
P6P6
B C D
663-1-111
SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS
660-4-12
VEHICLE DETECTION SYSTEM-VIDEO F&I, ABOVE GROUND EQUIPMENT
660-4-11
VEHICLE DETECTION SYSTEM-VIDEO F&I, CABINET EQUIPMENT
A
B
C
D
V4
V1
V3
V2
660-1-110
LOOP DETECTOR INDUCTIVE, F&I, TYPE 10
660-2-101
LOOP ASSEMBLY- F&I, TYPE A
MAXIMUM GREEN 3 30 120 45 45 60 120 25 50
1 1 1 1 1 1 1
685-1-13
UNINTERRUPTIBLE POWER SUPPLY, F&I, LINE INTERACTIVE WITH CABINET
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
R10-3E 9" X 15"
4 EA
E F
E
F
F
E
E
E
H
F
632-7-1 3 SIGNAL CABLE, F&I
R
Y
G
3-SECT., 1-WAY
6 AS
650-1-14
VEHICULAR TRAFFIC SIGNAL, F&I ALUMINUM, 3 SECTION, 1 WAY
20 20
635-2-70
633-3-35A
633-3-12
633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE
FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY
PULL & SPLICE BOX MODIFY
FIBER OPTIC CONNECTOR HARDWARE, PRE-TERM CONNECTOR ASSY (150'),
INSTALL
633-1-420 FIBER OPTIC CABLE, RELOCATE, UNDERGROUND
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY
CONTRACTOR
663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR
GND EL 27.26
GND EL 26.89
GND EL 27.37 GND EL 26.56
EL 28.81
EL 28.42
EL 28.65
EL 27.44
BORDER
R=0.0"
TH=1.0"
15"
6"EM
3"
'-0
6" 27" 18" 27" 6"
7'-0"
11" 62" 11"
3"
8"EM
4"
6"EM
3"
6" 90" 6"
15"
6"EM
3"
8'-6"
6" 23" 43" 24" 6"
3"
8"EM
4"
6"EM
3"
BORDER
R=0.0"
TH=1.0"
'-0
BORDER
R=0.0"
TH=1.0"
15"
6"EM
3"
6" 27" 18" 27" 6"
7'-0"
11" 62" 11"
3"
8"EM
4"
6"EM
3"
'-0
6" 90" 6"
15"
6"EM
3"
8'-6"
6" 23" 43" 24" 6"
3"
8"EM
4"
6"EM
3"
BORDER
R=0.0"
TH=1.0"
'-0
660-2-102 LOOP ASSEMBLY- F&I, TYPE B
VIDEO DETECTOR CHART
V2
V1
1A
6A / 6B / 6C 6' X 25'
CAMERA PHASE
MOVEMENT
VIDEO/LOOP
ZONES
ZONE SIZE
LOOP
6' X 20'
VIDEO
6' X 20' 6' X 20' 5A
2A / 2B / 2C 6' X 25' 6' X 20'
6' X 20'
V3
6' X 20' 6' X 25' 6' X 20' 6' X 20' 6' X 20'8
V4 6' X 25' 6' X 20' 6' X 20' 6' X 20'4
7 7A / 7B 4A/4B/4C/4D
3A / 3B 8A / 8B / 8C
R10-3E 9" X 15"
4 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
ITS CCTV CAMERA, F&I, DOME PTZ ENCLOSURE - PRESSURIZED, IP,
HIGH DEFINITION
F
O
C
F
O
C
F O C
G
G
G
TH 5
B
E
D
B
E
D
B
E
D
B E D
TH 2
TH 3
F
O
C
F
O
C
F
O
C
F O C
F O C
F O C
G
G G G
TH 4
#037490
F O C
F
O
C
F O C
F O C
G
G
G
G
G
TH 1
Feet 1050 2.5
3 25
P2
P4
P4
P6
P6
P8
P8
P2
H
E
F
G
H
E
F
G
A
B
C
D
GND EL 27.26
GND EL 26.89
GND EL 27.37
GND EL 26.56
MOUNTING
HEIGHT
(ARM M.H.)
TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH
ARM NO. 2 - DOUBLE ARM POLE ORIENTATION
TO BE MEASURED IN A COUNTER CLOCKWISE
DIRECTION FROM ARM NO. 1.
SIGN ASIGN BSIGN C
ABC
H4 H3 H2
ARM NO. 1 - SINGLE ARM POLE OR
LONGEST ARM FOR DOUBLE ARM POLE.
W4 W3 W2
SNS H1
R
Y
GG
Y
RR
Y
GG
Y
RR
Y
G
INTERNALLY ILLUMINATED
STREET NAME SIGN
W1
INTERNALLY ILLUMINATED
STREET NAME SIGN
* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY
SPECIAL NOTES:
A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT ONE (1") INCH HIGH ENGRAVED OR
IMPRESSED MARK WHICH BEARS THE POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.
B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED) SHALL BE GALVANIZED STEEL OR
CAST ALUMINUM AND SHALL BE SECURED BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS
SHALL BE SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN ITSELF AND THE POLE SHAFT.
C. FIELD VERIFY ALL ELEVATIONS LISTED HEREIN.
D. INFORMATION BELOW IS FOR DESIGN PURPOSES ONLY, FIELD ADJUSTMENTS MAY BE REQUIRED.
E. SEE APPROPRIATE PLAN SHEET FOR PROPOSED SIGNAL HEAD ALIGNMENTS AND SIGN
CONFIGURATION/LOCATION.
F. BACKPLATES WITH REFLECTORIZED BORDERS ARE REQUIRED FOR ALL SIGNAL HEADS.
G. ALL MAST ARM ASSEMBLIES SHALL HAVE A TERMINAL COMPARTMENT.
H. ALL PROPOSED SIGNAL AND SIGN DATA ARE MEASURED FROM THE FACE OF EACH SIGNAL
POLE UPRIGHT.
SIGNAL DATA
CCTV
DATA
VIDEO
DATA
SIGN DATA
ID
NO.
SHEET
NO.
LOCATION
BY STA.
TOP OF
FOUNDATION
ELEVATION
RDWY
ARM
NO.
CROWN
ELEV.
LUMI-
NAIRE
Y/N
TERM.
COMP.
Y/N
SIGNAL
V/H
BACK
PLATES
Y/N
PED.
SIGNAL
Y/N
DISTANCE FROM POLE
TOTAL
ARM
LENGTH
ARM
M.H.
ANGLE
BETWEEN
DUAL
ARMS
90/270
DISTANCE FROM POLE / HEIGHT & WIDTH OF SIGN
PAINT
COLOR
1 * 2 * 3 * 4 * 5 * 1 1 2 A H1 W1 B H2 W2 C H3 W3
OPTICOM IR
DETECTOR EYE
1 TO-10 177+40.81, 59.35' LT 27.76 1 28.81 N N V Y N 27.5 3 39.0 3 44.5
2 TO-10 178+79.49, 87.18' LT 27.39 1 28.42 N N V Y N 20.0 3 30.0 3
3 TO-10 177+61.70, 67.69' RT 27.37 1 28.65
N N V Y N 19.0 3 31.0 3 43.0 31
50.0 3
4 TO-10 179+16.57, 58.18' RT 27.06 27.44
N N V Y N 25.5 3 36.0 3 46.0 3
40.0 3 50.0 3 60.0 3
53.5 3
56.0 3 66.0 3
45.0
48.0
51.5
35.5
25.0
60 21.5 11 2 8.5
70 21.5 7 2 7
60 21.5
70 21.5
11 2 8.5
13.5 2 7
33.5
41.5
176 177 178 179
706-1-3
PAY ITEM NUMBER
KEY NOTES
KEY NUMBER
DESCRIPTION
RAISED PAVEMENT MARKER, TYPE B, WHITE / RED
711-11-101
THERMOPLASTIC, STD, WHITE, SOLID 6"
711-11-123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24"
711-11-131
THERMOPLASTIC, STD, WHITE, SKIP, 6" 10-30
711-11-170
THERMOPLASTIC, WHITE, ARROW
711-11-201
THERMOPLASTIC, STD, YELLOW, SOLID 6"
711-11-141
THERMOPLASTIC, 2-4 DOTTED GUIDE LINES, WHITE, SKIP, 6"
705-11-1 DELINEATOR, FLEXIBLE TUBULAR
ALT
YIELD
YIELD
YIE
LD
AL
T 19
RI
GH
T L
AN
E M
US
T
TU
RN
R
IG
HT
EVACUATION
ROUTE
176 177 178 179 and/or ℄
COMMENTS
STATION OFFSET LT/RT
TH1 DUG TO DEPTH OF 5.5'. WATER PROBED TO 10'. UNKNOWN UTILITY FOUND.
MATERIALS
APPROXIMATE
EXISTING
GROUND
ELEVATION
TOP
ELEVATION
UNKNOWN 2" BLACK STEEL 179+16.52 58.36' RT 26.47 22.61
TH2 UTILITY FOUND.ATMS FOC 4" POLYVINYL CHLORIDE 178+80.69 86.98' LT 26.85 22.43
TH3 DUG TO DEPTH OF 6.0'. WATER PROBED TO 10'. UTILITY FOUND.TRAFFIC SIGNAL 2" POLYVINYL CHLORIDE 178+78.87 86.18' LT 26.79 24.35
TH4 DUG TO DEPTH OF 6.0'. WATER PROBED TO 10'. UNKNOWN UTILITY FOUND.UNKNOWN 7.5" POLYVINYL CHLORIDE 177+67.69 91.40' RT 27.32 22.53
TH5 DUG TO DEPTH OF 5.5'. WATER PROBED TO 10'. ATMS UTILITY FOUND.ATMS N/A POLYVINYL CHLORIDE 177+41.53 63.00' LT 27.21 19.56
R/W A
S P
ER
O.R . 1
, P G. 2
R/W AS PER
O.R. 16550 PG. 2109
R/W A
S P
ER
O.R . 1
, P G. 2
5' GENERAL UTILITY EASEMENT
O.R. 19294, PG. 1688
R/W AS PER O.R. 19294, PG. 1673
20'x20' DRAINAGE
EASEMENT
O.R. 4548, PG. 1257
TECO PEOPLES GAS
WATER MAIN / PINELLAS COUNTY
TE
CO
P
EO
PL
ES
G
AS
UNITI
SPECTRUM
FR
ON
TI
ER
BU
RI
ED
C
AB
LE
T
EL
EV
IS
IO
N
S
PE
CT
RU
M
PID 004183P
CR 694 (PARK BOULEVARD)
AT JOHNSON BOULEVARD
P R O J E C T P i n e l l a s
C o u n t y C A D D P a r k
B l v d
J o h n s o n
B l v d s i g n a l s S I G N S G d w g
N o v p m
SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION
TP-2
TP-12
SIGNATURE SHEET
SPECIAL MAST ARM ASSEMBLIES DATA TABLE
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
STATE OF
No.
AM
Y L
YNN GUISINGER
FLORIDA
63989
TSFGEO, INC.
6011 BENJAMIN ROAD
TAMPA, FLORIDA 33634
AMY LYNN GUISINGER, P.E. NO. 63989
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
SHEET NO. SHEET DESCRIPTION
TP-2
TP-15
TP-16
SIGNATURE SHEET
BORING LOCATION PLAN
SOIL PROFILES
PR
O
FESSIONAL ENGIN
EE
R
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
TP-1
TP-2
TP-3 - TP-4
TP-5
TP-6
TP-7 - TP-8
TP-9 - TP-10
TP-11
TP-13
TP-14
TP-17
KEY SHEET
SIGNATURE SHEET
GENERAL NOTES
TRAFFIC CONTROL NOTES
TABULATION OF QUANTITIES
ROADWAY PLAN
SIGNALIZATION PLAN
MAST ARM TABULATION
PAVEMENT MARKING PLAN
SIGNING PLAN
SUMMARY OF VERIFIED UTILITIES
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JO
SHU
A REICHERT
FLORIDA
77036
METRIC ENGINEERING, INC.
525 TECHNOLOGY PARK, SUITE 153
LAKE MARY, FLORIDA 32746
JOSHUA REICHERT, P.E. NO. 77036
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
STATE OF
No.
BR
AN
DO
N ROSS WALKER
FLORIDA
86161
HEATH & LINEBACK ENGINEERING
2400 MAITLAND CENTER PKWY, SUITE 120
MAITLAND, FLORIDA 32819
BRANDON ROSS WALKER, P.E. NO. 86161
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY:
PR
O
FESSIONAL ENGIN
S P
ER
O.R . 1
, P G. 2
R/W AS PER
O.R. 16550 PG. 2109
R/W A
S P
ER
O.R . 1
, P G. 2
20'x20' DRAINAGE
EASEMENT
O.R. 4548, PG. 1257
TECO PEOPLES GAS
WATER MAIN / PINELLAS COUNTY
TE
CO
P
EO
PL
ES
G
AS
UNITI
SPECTRUM
52 Feet 40200 10
RAMP
NO.
TYPE SIDE
57.87155+65.722
1 155+43.40 LT 41.58
SUMMARY OF CURB RAMPS
(SEE STANDARD PLANS INDEX 522-002 FOR DETAILS)
58.00156+20.163
STATION
( PARK BLVD. N)
OFFSET
(¡ CURB RAMP
AT EOP)
CR-C
CR-H
CR-D
LT
LT
4 CR-C 155+42.12 RT 40.94
- FOR ALIGNMENT, SUE, AND ROW INFORMATION
CONTRACTOR TO USE TOPOGRAPHIC SURVEY OF:
PARK BLVD. N & JOHNSON BLVD.
SURVEY FILE NO.: 2206_00011
- STATIONS AND OFFSETS ARE IN REFERENCE
TO PARK BLVD. N, UNLESS OTHERWISE NOTED.
- ALL EXISTING SANITARY/STORM SEWER
MAINTENANCE ACCESS STRUCTURES AND
VALVES SHALL BE ADJUSTED TO MEET
ADJACENT SURFACE GRADE.
- ALL SIDEWALK WITHIN PROJECT LIMITS TO
BE CONSTRUCTED WITH A MAX 2% CROSS
SLOPE.
- MULCHING PROPOSED, TO BE USED FOR RESTORING
THE PARK BLVD. MEDIAN.
- REFER TO PINELLAS COUNTY INDEX # 1291 FOR
TRENCH BACKFILL DETAILS.
NOTES:
PAVEMENT DESIGN (1.5") MILLING & RESURFACING
PAVEMENT DESIGN PROPOSED ROAD WIDENING
STABILIZATION TYPE B (12" MIN. THICKNESS) (LBR 40)
OPTIONAL BASE GROUP 10 (CRUSHED CONCRETE)
TYPE SP STRUCTURAL COURSE, TRAFFIC C (3")
MILL EXISTING ASPHALT PAVEMENT (1.5")
AND RESURFACE WITH
TYPE SP STRUCTURAL COURSE, TRAFFIC C (1.5")
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS)
MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR)
PROPOSED ROAD WIDENING
RAMP 3
RAMP 2RAMP 1
RAMP 4
PROPOSED GRADE
MATCH EXISTING GRADE
RETURN
CURB RETURN DETAILS
PC STA.
155+39.28
OFFSET
41.23'LT
PT STA.
155+68.77
OFFSET
68.93'LT
RADIUS
30.00'
156+16.59 70.20'LT 156+36.74 43.15'LT 32.00'
1050 2.5
LEGEND
PROPOSED 6" CONCRETE
(INCLUDES CURB RAMPS) MILLING & RESURFACING AREA
PROPOSED DETECTABLE WARNINGS
(SET IN CONCRETE) (RED IN COLOR) PROPOSED GRADE
MATCH EXISTING GRADE
S P
ER
O.R . 1
, P G. 2
R/W AS PER
O.R. 16550 PG. 2109
V
V
V
V
P
P
P
P
TH 1
TH 2
TH 3
TH 4
TH 5
V-6AL-6A
V-1AL-1A
V-6BL-6B
V- 4A
L- 4A
V-2AL-2A
V-5AL-5A
V-2BL-2B
V- 8A
L- 8A
TH 6
V- 8B
L- 8B
V- 4B
L- 4B
8P8 or5
P2
P2
PHASE 4PHASE 1
PHASE 2
PHASE 2
PHASE 3
S.O.P. 7
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
4 AS
P2 P8 A B C D
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
CONTROLLER TIMINGS
TI
M
IN
G F U N C
TI
ON
EXTENSION
MINIMUM GREEN
7- 77
MIN MIN
YR R RYR RRFLASH MODE
2 3 4 5 6 7 8
- 17 - - - 19 - 24
3.2 2.3 - 4.5 3.2 2.3 - 4.5
4.1 4.1 - 3.4 4.1 4.1 - 3.4
20 67 - 30 20 67 - 30
1 1 - 1 1 1 - 1
7 20 - 15 7 20 - 15
P2
P2
P8
P8
Feet 40200 10
V4
V1
V3
V2
AD
B
C
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
PARK BLVD
START CROSSING
Watch For Vehicles
DON'T START
Finish Crossing
If Started
TIME REMAINING
To Finish Crossing
DON'T CROSS
STEADY
TIMER
FLASHING
PUSH BUTTON
TO CROSS
PARK BLVD
R10-3I 9" X 15"
1 EA
R10-3I 9" X 15"
1 EA
START CROSSING
Watch For Vehicles
DO…
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