ITBCIP250438_Signalization_of_SW_43rd_Court_SW_20th_Street_-_Exhibit_D_-_Strain_Pole_Structural_Calculations.pdf
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- Attached to
- Signalization of SW 43rd Court/SW 20th Street
- Solicitation number
- ITB#CIP/250438
- Issued by
- Marion County, Orlando City, Florida
About this file
This document is a comprehensive strain pole structural calculation report prepared by Kimley-Horn and Associates for the City of Ocala's signalization project at the intersection of SW 44th Avenue and SW 20th Street in Marion County, Florida. The report details the structural design and analysis of four new strain poles (designated as Poles A, B, C, and D) using the 2024-2025 FDOT Standard Plans, with a wind speed design of 140 miles per hour. The structural analysis was conducted using Atlas V7.2 software, examining signal cable effects and wind loading from multiple directional angles (0, 45, and 90 degrees), with the 90-degree wind direction model determining the controlling load conditions. The poles are all P-VIII type concrete poles, each 52 feet long with an 18-foot embedment depth and designed to support 1/2-inch utility-grade catenary and messenger wires.
The calculations incorporate geotechnical data from a report by Geo-Tech, Inc. dated January 22, 2022, which provided soil characteristic information for foundation design. The analysis used design standards including the 2024 FDOT Design Manual, AASHTO LRFD Specifications, and FDOT Structures Manual, ensuring comprehensive structural integrity assessment. All design ratios were confirmed to be below the 0.95 requirement per FDOT modifications. The report includes detailed computational sheets demonstrating cable tensions, pole displacements, member forces, and wind load factors, providing a thorough engineering validation of the proposed strain pole configuration for the signalization project.
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STRAIN POLE STRUCTURAL CALCULATIONS
SW 44th Ave at SW 20th St.
MAY 2024
Nolan B. Villatoro, P.E. No. 93862 Kimley-Horn and Associates, Inc.
200 S. Orange Avenue, Suite 600 Orlando, FL 32801
This document has been digitally signed and sealed by:
on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed. The signature must be verified on any electronic copies.
Table of Contents
1.0 Executive Summary
2.0 FDOT Design Standards & References
3.0 Proposed Signalization Plans
4.0 Geotechnical Report
5.0 SW 44th Ave and SW 20th St.
5.1 Atlas Model
5.1.1 Input at 0 Deg
5.1.2 Output at 0 Deg
5.1.3 Input at 45 Deg
5.1.4 Output at 45 Deg
5.1.5 Input at 90 Deg
5.1.6 Output at 90 Deg
5.2 Mathcad
Strain Pole Structural Calculations
April 2024
1.0 EXECUTIVE SUMMARY
Kimley-Horn and Associates have been retained to design four new strain poles at the intersection of SW 44th Ave and SW 20th St. Structural analyses for these new strain poles were performed in accordance with the 2024-2025 FDOT Standard Plans. Using Atlas V7.2 to analyze the signal's effect on the spans, a model was run with wind directions at 0, 45, and 90 degrees per FDOT Modification to LRFDTS-1 C4.7. The 90-degree wind direction model controlled for all poles. A Geotech report was provided for this intersection by Geo-Tech, Inc. on January 22, 2022. Table 1 below shows the results of the structural analysis.
For detailed calculations showing all CSR, CD Ratios, and CFIs, see the calculations following this summary.
A table is provided to summarize the designs. All ratios are below the 0.95 requirement per FDOT Modification to LRFDTS-1.
The following design standards/codes were used for the analysis:
2024 FDOT Design Manual AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic
Signals, First Edition, 2015 (LRFDLTS-1) 2024 FDOT Structures Manual Volume 3: FDOT Modifications to LRFDLTS-1, January 2023 2024 FDOT Structures Manual, January 2024 FY 2024-25 Standard Plans for Road Construction
Table 1: Strain Pole Design Summary Table
Pole Name Pole Type Pole Length
(ft)
Embedment Depth
(ft)
Attachment Point Dist.A
(ft)
Cat. Wire Dia.
(in)
Mes. Wire Dia.
(in)
Pole A P-VIII 52 18 8.0 1/2 1/2 Pole B P-VIII 52 18 8.0 1/2 1/2 Pole C P-VIII 52 18 8.0 1/2 1/2 Pole D P-VIII 52 18 8.0 1/2 1/2
2.0 FDOT DESIGN STANDARDS & REFERENCES
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Catenary Wire
Signal Cable
Messenger Wire
Final Grade
#6 Bare Bare Copper Ground Wire
" Galv. Nipple for Wires2
4"x6" Hand Hole with Cover
Tip End (Top)
Identification Tag
Back Face
3"x5" Conduit Entry Hole
Butt End (Bottom)
A
D im e n s io n for Eyebolt
" Ø Hole8 7¡ for Eyebolt
" Ø Hole8 7¡
#6 Bare Copper Ground Wire
Concrete Pole (Type Varies)
Grounding Rod
Class NS Concrete Foundation
P o le
D e p th
D
P o le L e n g th
L
P o le H e ig h t
H
T a p e r
(S e e
N o t e
.A with Cover
Coupler
2" Ø Galv.
3'-6" Ø
111641-010
CONCRETE POLES
11/01/22
CONCRETE POLE ASSEMBLY
(Type P-VII Shown, Others Similar)
S e e P la n s
S e e P la n s
S e e P la n s
GENERAL NOTES:
TABLE OF CONTENTS:
Sheet Description
General Notes and Contents
Strain Pole - Type P-VI
Strain Pole - Type P-V
Strain Pole - Type P-VII
Service Pole - Type P-IIA (12 ft.)
Service Pole - Type P-IIB (36 Ft.)
Pedestal Pole - Type P-IIC (12 Ft.)
Strain Pole - Type P-IV
Strain Pole - Type P-VI
Strain Pole - Type P-V
Strain Pole - Type P-VII
Strain Pole - Type P-VIII
Pole - Type P-III
7. Tether Wire: When required, field-drill the eyebolt hole prior to installation.
6. Two point attachment: Provide an eye bolt hole for the messenger wire.
of the horizontal pole. Keep Back Face oriented downward until final erection.
Horizontal Pole Support Points shown are for strand release, storage, handling and transport
Support Points shown may vary within a tolerance of ±3”.
5. Support Points:
d. Pole Length (L)
c. Standard Pole Type Number
b. Pole Manufacturer
a. Financial Project ID.
Provide Aluminum Identification Tag on the pole with the following information: H.
anchors or embedded threaded inserts.
Provide cover plates and screws for hand hole and couplers. Attach cover plates to the poles using lead G.
Cut the tip end of the prestressed strand either first or simultaneously with the butt end. F.
Tie ground wires to the interior of reinforcing steel to prevent displacement during concreting operations. E.
of the face widths to maintain section areas shown.
from the section shown by ± ¼” to assist with removal from forms. Balance addition and subtraction
The design dimensions for Front Face (FF) and Back Face (BF) of the poles may vary transversely D.
and butt ends of the pole.
Spiral Reinforcing: Place as shown, and add one turn for splices and two turns at both the tip C.
Concrete Cover: 1” minimum. B.
Pole Total Taper shown is for pole width, strands, reinforcing and void (0.081 in/ft per face). A.
4. Fabrication:
D.Screws: Round headed, chrome plated
C.Hand and coupler cover plates: Non-corrosive material
B.Prestress Strands & Spiral Reinforcing: Specification 641
Class VI with 6.5 ksi minimum strength at transfer
Class V with 4 ksi minimum strength at transfer orConcrete: A.
3. Materials:
drawings only for minor modifications not detailed in the Plans.
This Index is considered fully detailed and no shop drawing are necessary. Submit shop
2. Shop Drawings:
for corresponding signal cable and span wire installation details.
1. Work these Index Sheets with the Strain Pole Schedule in the Plans. See Index 634-001
Pedestal Pole - Type P-IID (16 Ft.)
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4'-0"8'-0"
Front Face
2'-0"
1'-6"
12'-0"
24" #6 Bare Copper Ground Wire
48" #6 Bare Copper Ground Wire
Butt End (Bottom)
#9 (Min.) Gauge Spiral Reinforcing (Typ.)
4'-0"
Identification Tag
Turn at end
One Additional
Turn at end
One Additional
Pole �
Tip End (Top)
9'-10"2'-0"
1" Cover (Typ.)
Plug (See Note 1)
Final Grade Location
1'-0"
Circular VoidConcrete (Typ.) (See General Note 3.A)
2'-0"
Back Face
V a ri e s
� Void and Section
" Min. (Typ.)2
� Void and Section
Front Face
" Chamfer (Typ.)4
(See Note 3)
� Void and Section
Back Face
" Min. (Typ.)2
" Chamfer (Typ.)4
"4
"2
Front Face
2"
Circular Void (Optional) Circular Void (Optional)
� Void and Section
Spiral Reinforcing #9 (Min.) Gauge
Spiral Reinforcing #9 (Min.) Gauge
Min.
"4
112641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
(Strands and Reinforcing Not Shown)
Horiz. Pole Support Points
Spiral Reinforcing Spacing
(Strands and Fixtures Not Shown)
13 Turns @ 2" Pitch 20 Turns @ 6" Pitch
POLE ELEVATION
SPIRAL REINFORCING ELEVATION
B
BA
A
NOTES:
LEGEND:
0.375 in. ~ 14 kips before transfer (4 strands total)
0.5 in. ~ 24 kips before transfer or
Prestressed Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
The minimum void diameter is 2".
smaller radius of optional stepped (PVC) void.
3. Dimension may vary from 2¼" to 3½" to accommodate attachment located a distance of 4 feet from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SERVICE POLE - TYPE P-IIA (12 Ft.)
SECTION B-B (Typical Square Section)SECTION A-A - (Tip End)
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7'-0"
3'-6"5'-6"
1'-0"
4'-0" 1'-6"
Identification Tag
24" #6 Bare Copper Ground Wire
Front Face
Back Face
48" #6 Bare Copper Ground Wire
36'-0"
29'-0"
Pole �
1" Cover (Typ.)
Butt End (Bottom)
Final Grade Location
2'-0" 33'-10"
Turn at End One AdditionalTurn at end
One Additional
Tip End (Top)
Plug (See Note 1)
#9 (Min.) Gauge Spiral Reinforcing (Typ.)Circular VoidConcrete (Typ.) (See General Note 3.A)
� Void and Section
" Min. (Typ.)2
" Chamfer (Typ.)4
Front Face
Back Face
V a ri e s
� Void and Section� Void and Section
Back Face
" Min. (Typ.)2
" Chamfer (Typ.)4
"2
Front Face
2"
"4
(See Note 3)
� Void and Section
Min.
"2
Circular Void Circular Void
Spiral Reinforcing #9 (Min.) Gauge
Spiral Reinforcing #9 (Min.) Gauge
113641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch
(Strands and Reinforcing Not Shown)
(Strands and Fixtures Not Shown)
Horizontal Pole Support Points
68 Turns @ 6" PitchSpiral Reinforcing Spacing
POLE ELEVATION
D
D
C
C
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
SERVICE POLE TYPE P-IIB (36 Ft.)
(4 strands total)
0.375 in. ~ 14 kips before transfer
0.5 in. ~ 24 kips before transfer or
Prestressed Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
The minimum void diameter is 2".
smaller radius of optional stepped (PVC) void.
3. Dimension may vary from 2¼" to 3½" to accommodate attachment located a distance of 10 feet from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION C-C (Tip End) SECTION D-D (Typical Square Section)
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4'-0"8'-0"
Front Face
Back Face
2'-0" 2'-0"
1'-6"
12'-0"
48" #6 Bare Copper Ground Wire
Butt End (Bottom)
#9 (Min.) Gauge Spiral Reinforcing (Typ.)
4'-0" Identification Tag
Turn at end
One Additional
Pole �
" Galv. Nipple (On ¡)2
1'-0"
3"x5" Hand Hole with Cover
1'-6"12" #6 Bare Copper Ground Wire
Plug (See Note 1)
2'-0" 9'-10"
Turn at end One Additional
Tip End (Top)
Final Grade Location
2"
Threaded Nipple " Galvanized2
Circular Void 1" Cover (Typ.)Concrete (Typ.) (See General Note 3.A)
Back Face
V a ri e s
� Void and Section
" Min. (Typ.)2
� Void and Section
Front Face
" Chamfer (Typ.)4
(See Note 3)
� Void and Section
Back Face
" Min. (Typ.)2
" Chamfer (Typ.)4
"4
"2
Front Face
2"
Min.
"4
Spiral Reinforcing #9 (Min.) Gauge
Spiral Reinforcing #9 (Min.) Gauge
Circular Void Circular Void
� Void and Section
114641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
(Strands and Reinforcing Not Shown)
Spiral Reinforcing Spacing 13 Turns @ 2" Pitch 20 Turns @ 6" Pitch
(Strands, Holes, and Fixtures Not Shown)
Horizontal Pole Support Points
POLE ELEVATION
SPIRAL REINFORCING ELEVATION
F
FE
E
NOTES:
LEGEND:
PEDESTAL - TYPE P-IIC (12 Ft.)
(4 strands total)
0.375 in. ~ 14 kips before transfer
0.5 in. ~ 24 kips before transfer or
Prestressed Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
The minimum void diameter is 2".
smaller radius of optional stepped (PVC) void.
3. Dimension may vary from 2¼" to 3½" to accommodate attachment located a distance of 4 feet from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION F-F (Typical Square Section)SECTION E-E (Tip End)
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3'-0"3'-0"
1'-0"
4'-0" 1'-6"
Identification Tag
24" #6 Bare Copper Ground Wire
Front Face
Back Face
48" #6 Bare Copper Ground Wire
16'-0"
10'-0"
Pole �
1" Cover (Typ.)
Butt End (Bottom)
Final Grade Location
2'-0"
Turn at End One AdditionalTurn at end
One Additional
Tip End (Top)
Plug (See Note 1)
#9 (Min.) Gauge Spiral Reinforcing (Typ.)Circular Void
13'-10"
6'-0"
Concrete (Typ.)
� Void and Section
" Min. (Typ.)2
" Chamfer (Typ.)4
Front Face
Back Face
V a ri e s
� Void and Section� Void and Section
Back Face
" Min. (Typ.)2
" Chamfer (Typ.)4
"2
Front Face
2"
"4
(See Note 3)
� Void and Section
Min.
"2
Spiral Reinforcing #9 (Min.) Gauge
Spiral Reinforcing #9 (Min.) Gauge
Circular Void (Optional) Circular Void (Optional)
115641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch
(Strands and Reinforcing Not Shown)
(Strands and Fixtures Not Shown)
Horizontal Pole Support Points
28 Turns @ 6" PitchSpiral Reinforcing Spacing
POLE ELEVATION
B
B
A
A
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
SERVICE POLE TYPE P-IID (16 Ft.)
(4 strands total)
0.375 in. ~ 14 kips before transfer
0.5 in. ~ 24 kips before transfer or Prestressed Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
diameter is 2".
radius of optional stepped (PVC) void. The minimum void
3. Dimension may vary from 2¼" to 3½" to accommodate smaller attachment located a distance of 5 feet from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION A-A (Tip End) SECTION B-B (Typical Square Section)
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2'-6"
3'-6" 1'-6" Identification Tag
24" #6 Bare Copper Ground Wire Front Face
Back Face
48" #6 Bare Copper Ground Wire
Turn at End
One Additional
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
L20% L20%
(Bottom) Butt End
1" Cover (Typ.)
#5 Gauge Spiral Reinforcing (Typ.)
V a ri e s
3"X5" Conduit Entry Hole
2'-0" Varies
Pole Length Dimension (L)
Depth Dimension (D)Pole Height Dimension (H)
Plug (See Note 1)
Turn at end One Additional
Tip End (Top)
Final Grade Location
2" � Galv. Coupler with Cover
Circular VoidConcrete (Typ.) (See General Note 3.A)
Front Face
� Void and Section
" Chamfer (Typ.)4
� Void and Section
"2
" Min. (Typ.)2
" Min. (Typ.)2
" Chamfer (Typ.)4
Front Face
Back Face
V a ri e s
� Void and Section � Void and Section
Face Back
"2
Min.
"2
(See Note 3)
Circular Void Circular Void
Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
116641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch 6" Pitch
(Strands, Holes and Fixtures Not Shown)
(Strands and Reinforcing Not Shown)
Horizontal Pole Support Points
Spiral Reinforcing Spacing
POLE ELEVATION
G
G
H
H
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
POLE TYPE P-III
0.5 in. ~ 31 kips before transfer (4 strands total) Prestressed Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
".2 1 The minimum void diameter is 2 smaller radius of optional stepped (PVC) void.
" to accommodate 4 3" to 32
13. Dimension may vary from 2 attachment located a distance of 33% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION H-H (Typical Square Section)SECTION G-G (Tip End)
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1" Cover (Typ.)
2'-6"
3'-6" 1'-6" Identification Tag
Front Face
Back Face
48" #6 Bare Copper Ground Wire
Turn at End
One Additional
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
2" � Galv. Coupler with Cover
L7.5%
(Bottom) Butt End
3"X5" Conduit Entry Hole
L15%
1'-0" 9"
9"A)Dimension (
Wire Copper Ground 24" #6 Bare
(Two-Wire System Only) " Galv. Nipple (On ¡)2
" Galv. Nipple (On ¡) (One-Wire System Only)2
V a ri e s
2'-0" Varies 10'-0"
Depth Dimension (D)
Pole Length Dimension (L)
Pole Height Dimension (H)
Final Grade Location
Turn at end One Additional
Tip End (Top)
Plug (See Note 1)
#5 Gauge Spiral Reinforcing (Typ.)Circular Void
" Ø Hole (Typ.)8
" Ø Hole (Two-Wire System Only)8
Concrete (Typ.) (See General Note 3.A)
� Void and Section
Front Face
� Void and Section
" Chamfer (Typ.)4
2"
15'-0" From Top Debond 2 Strands
� Void and Section
"2
3"
" Min. (Typ.)2
" Min. (Typ.)2
" Chamfer (Typ.)4
� Void and Section
Front Face
Back Face 2" (Typ.)
V a ri e s
1" (Typ.)
Face Back
Circular Void
Circular Void
Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
3" Min.
117641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch 6" Pitch 41 Turns @ 3" Pitch
(Strands, Holes and Fixtures Not Shown)
(Strands and Reinforcing Not Shown)
Spiral Reinforcing Spacing
Horizontal Pole Support Points
POLE ELEVATION
J
J
I
I
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
STRAIN POLE TYPE P-IV
0.5 in. ~ 31 kips before transfer (6 strands total) Prestressed Strand:
0.5 in. (3 strands total) One 24" splice allowed per strand Dormant Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
".2 1 The minimum void diameter is 2 smaller radius of optional stepped (PVC) void.
" to accommodate 4
13. Dimension may vary from 3" to 4 attachment located a distance of 20% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
(Typ.)
(See Note 3)
SECTION J-J (Typical Square Section)SECTION I-I (Tip End)
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1" Cover (Typ.)
2'-6"
3'-6" 1'-6" Identification Tag
Front Face
Back Face
48" #6 Bare Copper Ground Wire
Turn at End
One Additional
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
2" � Galv. Coupler with Cover
L10%
(Bottom) Butt End
3"X5" Conduit Entry Hole
L10%
1'-0" 9"
9"
Wire Copper Ground 24" #6 Bare
" � Hole (Two-Wire System Only)8
(Two-Wire System Only) " Galv. Nipple (On ¡)2
" Galv. Nipple (On ¡) (One-Wire System Only)2
V a ri e s
#5 Gauge Spiral Reinforcing (Typ.)
Depth Dimension (D)Pole Height Dimension (H)
Pole Length Dimension (L)
2'-0" Varies 10'-0"
Turn at end One Additional
Tip End (Top)
Plug (See Note 1)
Final Grade Location
" � Hole (Typ.)8
Dimension (A)
Circular VoidConcrete (Typ.) (See General Note 3.A)
� Void and Section
Front Face
� Void and Section
" Chamfer (Typ.)4
2"
10'-0" From Top Debond 2 Strands
� Void and Section
11"
"2
" Min. (Typ.)2
" Min. (Typ.)2
" Chamfer (Typ.)4
� Void and Section
Front Face
Back Face 2" (Typ.)
V a ri e s
(T y p
1" (Typ.)
Face Back
Circular Void
Circular Void
" Min. 2 1 3
Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
118641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch 6" Pitch 41 Turns @ 3" Pitch
(Strands, Holes, and Fixtures Not Shown)
Spiral Reinforcing Spacing
Horizontal Pole Support Points
(Strands and Reinforcing Not Shown)
POLE ELEVATION
L
L
K
K
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
STRAIN POLE TYPE P-V
0.5 in. ~ 31 kips before transfer (8 strands total) Prestressed Strand:
0.5 in. (4 strands total) One 24" splice allowed per strand Dormant Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
The minimum void diameter is 4".
smaller radius of optional stepped (PVC) void.
" to accommodate 4 3" to 42
13. Dimension may vary from 3 attachment located a distance of 12.5% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
(Typ.)
(See Note 3)
SECTION K-K (Tip End) SECTION L-L (Typical Square Section)
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Varies
2'-6"
3'-6" 1'-6" Identification Tag
Front Face
Back Face
48" #6 Bare Copper Ground Wire
Turn at End
One Additional
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
2" � Galv. Coupler with Cover
L5%
(Bottom) Butt End
10'-0"
3"X5" Conduit Entry Hole
L5%
1'-0" 9"
9"
Wire Copper Ground 24" #6 Bare
" � Hole (Two-Wire System Only)8
(Two-Wire System Only) " Galv. Nipple (On ¡)2
" Galv. Nipple (On ¡) (One-Wire System Only)2
V a ri e s
#5 Gauge Spiral Reinforcing (Typ.)
2'-0"
Pole Height Dimension (H)
Pole Length Dimension (L)
Depth Dimension (D)
Final Grade Location
Turn at end One Additional
Tip End (Top)
Plug (See Note 1)
Dimension (A)
" � Hole (Typ.)8
Circular Void 1" Cover (Typ.)
Concrete (Typ.) (See General Note 3.A)
� Void and Section
Front Face
� Void and Section
" Chamfer (Typ.)4
� Void and Section
3"
" Min. (Typ.)2
" Chamfer (Typ.)4
� Void and Section
Front Face
Back Face2" (Typ.)
V a ri e s
"2
10'-0" From Top Debond 2 Strands
(See Note 3)
2" (Typ.)
Face Back
1"
(Typ.)
" Min. (Typ.)2
Circular Void
Circular Void
3" Min.
Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
119641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch 6" Pitch 41 Turns @ 3" Pitch
(Strands, Holes, and Fixtures Not Shown)
(Strands And Reinforcing Not Shown)
Spiral Reinforcing Spacing
Horizontal Pole Support Points
POLE ELEVATION
N
N
M
M
SPIRAL REINFORCING ELEVATION
NOTES:
STRAIN POLE TYPE P-VI
LEGEND:
0.5 in. ~ 31 kips before transfer (8 strands total) Prestressed Strand:
0.5 in. (4 strands total) One 24" splice allowed per strand Dormant Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
".2 1 The minimum void diameter is 6 smaller radius of optional stepped (PVC) void.
" to accommodate 4
13. Dimension may vary from 3" to 4 attachment located a distance of 10% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION N-N (Typical Square Section)SECTION M-M (Tip End)
/3 /2
:0
:0
P M
R E
V
IS
IO
N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2024-25 SHEETINDEX
Varies
1" Cover (Typ.)
2'-6"
3'-6" 1'-6" Identification Tag
Front Face
Back Face
Turn at End
One Additional
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
2" � Galv. Coupler with Cover
(Bottom) Butt End
10'-0"
3"X5" Conduit Entry Hole
1'-0" 9"
9"
Wire Copper Ground 24" #6 Bare
" � Hole (Two-Wire System Only)8
" Galv. Nipple (On ¡) (One-Wire System Only)2
V a ri e s o r
(M in
(Two-Wire System Only) " Galv. Nipple (On ¡)2 õ 2.5% Lõ 2.5%
Pole Height Dimension (H)
Pole Length Dimension (L)
Depth Dimension (D)
Final Grade Location
Turn at end One Additional
Tip End (Top)
2'-0"
Plug (See Note 1)
48" #6 Bare Copper Ground Wire
" � Hole (Typ.)8
Dimension (A)
Circular Void #5 Gauge Spiral Reinforcing (Typ.)Concrete (Typ.) (See General Note 3.A)
� Void and Section
Front Face
� Void and Section
" Chamfer (Typ.)4
� Void and Section
"4 33 " Chamfer (Typ.)4
� Void and Section
Front Face
Back Face2" (Typ.)
V a ri e s
14" or 16" o r
15'-0" From Top Debond 2 Strands
(T y p
(T y p
Face Back2" (Typ.)
(M in
" Min. (Typ.)2
(Typ.)
1"
" Min. (Typ.)2
" Min. 4 3 3
Circular Void
Circular Void Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
1110641-010
CONCRETE POLES
11/01/22
0.162 In./Ft. Total Taper
6" Pitch 41 Turns @ 3" Pitch
(Strands, Holes, and Fixtures Not Shown)
Horizontal Pole Support Points
Spiral Reinforcing Spacing 13 Turns @ 2" Pitch
(Strands And Reinforcing Not Shown)
POLE ELEVATION
P
P
O
O
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
STRAIN POLE TYPE P-VII
0.5 in. ~ 31 kips before transfer (10 strands total) Prestressed Strand:
0.5 in. (6 strands total) One 24" splice allowed per strand Dormant Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
".2 1 The minimum void diameter is 6 smaller radius of optional stepped (PVC) void.
" to 5" to accommodate 4
33. Dimension may vary from 3 attachment located a distance of 10% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
(See Note 3)
SECTION O-O (Tip End) SECTION P-P (Typical Square Section)
/3 /2
:0
:1
P M
R E
V
IS
IO
N DESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2024-25 SHEETINDEX
1" Cover (Typ.)
2'-6"
1'-6" Identification Tag
Front Face
48" #6 Bare Copper Ground Wire
Pole �
2'-6"4'-6"
4"X6" Hand Hole with Cover
2" � Galv. Coupler with Cover
(Bottom) Butt End
3"X5" Conduit Entry Hole
1'-0" 9"
9"ADimension
Wire Copper Ground 24" #6 Bare
" � Hole (Two-Wire System Only)8
(Two-Wire System Only) " Galv. Nipple (On ¡)2
" Galv. Nipple (On ¡) (One-Wire System Only)2
V a ri e s
(M in õ 2.5% Lõ 2.5%
2'-0" Varies 10'-0"
Depth Dimension (D)
Pole Length Dimension (L)
Pole Height Dimension (H)
Final Grade Location
Plug (See Note 1)
Tip End (Top)
Turn at end One Additional
Turn at end One Additional
Back Face
" � Hole (Typ.)8
3'-6"
#5 Gauge Spiral Reinforcing (Typ.)Circular VoidConcrete (Typ.) (See General Note 3.A)
� Void and Section
Front Face
� Void and Section
" Chamfer (Typ.)4
� Void and Section
"4
" Chamfer (Typ.)4
� Void and Section
Front Face
Back Face 2" (Typ.)
V a ri e s
10'-0" From Top Debond 4 Strands
(T y p
(T y p
(M in
16"
" Min. 4 3 3
2" (Typ.)
Face Back
" Min. (Typ.)2
1" (Typ.)
" Min. (Typ.)2
Circular Void
Circular Void
Reinforcing #5 Gauge Spiral
Reinforcing #5 Gauge Spiral
1111641-010
CONCRETE POLES
11/01/22
6" Pitch 41 Turns @ 3" PitchSpiral Reinforcing Spacing
Horizontal Pole Support Points
(Strands, Holes, and Fixtures Not Shown)
0.162 In./Ft. Total Taper
13 Turns @ 2" Pitch
(Strands And Reinforcing Not Shown)
R
POLE ELEVATION
R
Q
Q
SPIRAL REINFORCING ELEVATION
NOTES:
LEGEND:
STRAIN POLE TYPE P-VIII
0.5 in. ~ 31 kips before transfer (12 strands total) Prestressed Strand:
0.5 in. (6 strands total) One 24" splice allowed per strand Dormant Strand:
5. Strands are not shown in the elevation views for clarity.
4. Strands shown are continuous from Tip End to Butt End.
".2 1 The minimum void diameter is 6 smaller radius of optional stepped (PVC) void.
" to 5" to accommodate 4
33. Dimension may vary from 3 attachment located a distance of 10% L from the Tip End.
2. For final erection, tilt pole upright with single point
1. Provide a minimum 3" concrete plug at the Tip End.
SECTION Q-Q (Tip End)
(See Note 3)
SECTION R-R (Typical Square Section)
3.0 PROPOSED SIGNALIZATION PLANS
76.81
76.87
APA OC
77.18 A
75.57
BNKC/TOE
77.34
PI
76.59 B
76.74
APC
76.57
CGBC EC
77.93
APD OC
78.33
CSL/ OC
75.33
DWY/ ASPH PI
76.08
76.44
77.85
NOTE/ LEFT TURN ARROW
75.95
APC EC
75.35
/ T INTERSECTION AHEAD
77.91 B
74.90
APA75.27
APA
75.77
APA
76.35
APA
76.79
APA BC
77.12
APA OC
76.60
APA EC
76.19
APA
76.10
APA 76.46
CGBA
76.60 76.91
BNKA/TOP
76.74 76.88
BNKA/TOP
76.59 76.60
CGBA
WATER 77.51 77.94
76.89
CGBA BC
77.28
CGBA OC
77.51
CGBA EC
77.17
CGBA BC
77.09
CGBA OC
77.05
CGBA OC
77.20
CGBA OC
77.05
CGBA EC 76.68
CGBA
76.11
CGBA
75.58
CGBA
75.21
CGBA
75.30 A
75.40 A
75.80 A
75.66 A76.19
A
76.31 A
76.84 A
76.75 A
77.33
A PI
77.25
A PI
77.43 A
77.4677.20
77.98
/WOOD L140
78.47
NOTE/ FOC JUNCTION PI
78.90
NOTE/ FOC JUNCTION PI
78.94
NOTE/ FOC JUNCTION PI
78.65
NOTE/ FOC JUNCTION PI
78.13 78.12
NOTE/ 4" PVC STUB OUT
78.24
WATER 77.12
WATER 77.15
WATER 77.14
76.78
APB
76.94
APB
77.19
APB BC
77.34
APB OC
77.28
APB EC
77.05
APB
76.97
APB
77.39
CGBB
77.40
CGBB
77.64
CGBB BC
77.62
CGBB OC
77.52
CGBB EC
77.21
CGBB
77.17
CGBB
76.56
NOTE/ LANE LINE
76.77
NOTE/ LANE LINE
76.74
NOTE/ LANE LINE
76.67
NOTE/BIKE LANE LINE
77.07
NOTE/ LANE LINE SOLID WHITE
76.70
NOTE/ BIKE LANE LINE
76.80
NOTE/ RGHT TURN ARROW
76.60
NOTE/ RGHT TURN ARROW 76.84
NOTE/ LEFT TURN ARROW
77.09
NOTE/ LEFT TURN ARROW
76.54
APA BC
76.37
APA
76.14
APA
76.47
CGBA
76.64
CGBA
76.86
CGBA BC
77.23
/ STOP SIGN
77.63
/WOOD L7413
SAN
77.79
AIR RELEASE
77.79
NOTE/ AIR RELEASE MARKER
78.07
77.78
77.03
76.77
76.52
76.48
/WOOD L661476.41
76.50
NOTE/ FOC JUNCTION 2X3X2
76.53
GAS 76.35
76.44
NOTE/ GAS PIPELINE MARKER
76.40
76.2677.55
77.18 76.93
76.60
78.79
BNKB/TOE
77.94
BNKB/TOE
77.78
BNKB/TOE
77.71
BNKB/TOE
77.38
BNKB/TOE
77.65
BNKB/TOE
77.56
BNKB/TOE
77.23
APA EC77.13
APA
76.79
APA
76.31
APA75.70
APA
75.74
CGBA END
75.84
CGBA BEGIN
75.88
NOTE/ STRUCTURE PI
75.76
NOTE/ STRUCTURE PI
75.39
APA AT GRT INLET
75.45
APA AT GRT INLET
75.03
/ CL
76.05
CGBA
77.15
/WOOD L141
76.76
CGBA
77.12
CGBA
77.45
CGBA
77.51
CGBA BC
77.43
CGBA OC
77.08
CGBA OC
76.97
CGBA OC
76.98
CGBA EC
77.37
CGBA BC
77.29
CGBA OC
77.20
CGBA EC BC
77.07
CGBA OC
77.49
A PI
77.62
A PI
77.60 A
77.31 A
76.83 A76.24
A
76.08
SWKA
76.69 A 77.45
A
84.07
BNKD/TOP
84.12
BNKE/TOP
84.72
BNKE/TOP
84.78
BNKD/TOP
85.02
BNKD/TOP
85.00
BNKE/TOP
84.99
BNKE/TOP
85.08
BNKD/TOP
85.04
BNKE/TOP
79.81
BNKB/TOE
79.81
BNKB/TOE
79.85
BNKB/TOE
77.35
81.60
BNKB/TOP
81.57
BNKC/TOP
81.73
BNKC/TOP
81.70
BNKB/TOP
80.79
BNKB/TOP
80.87
BNKC/TOP
80.16
PI
74.91
PI
74.37
PI
74.17
PI
76.53
BNKC/TOE
77.08
BNKC/TOE
77.39
BNKC/TOE
78.11
77.32
77.86
78.12 77.75
75.80
/WOOD NO ID
78.10
76.13 B
76.60 B
77.19 B
77.54 B
77.50 B 76.96
B
77.34
PI
77.37
PI
77.43 B
77.21
PI
77.13 B
76.05 B
75.75
CGBC END
75.82
CGBC BEGIN
75.39
APC AT GRT INLET
75.40
APC AT GRT INLET
75.00
/ CL
75.23
SPL/ THROAT 74.83
SPL/ THROAT
74.95
SPL/ THROAT
75.43
SPL/ THROAT
75.80
NOTE/ STRUCTURE PI
75.88
NOTE/ STRUCTURE PI
76.00
CGBC
75.64
APC
76.21
APC
76.59
CGBC
77.08
CGBC
77.07
APC
77.41
CGBC
77.52
CGBC BC
77.16
APC BC
77.35
CGBC OC
76.83
CGBC OC
76.64
CGBC OC
76.53
APC EC
76.99
APC OC
SAN
77.50
/ AIR RELEASE
GAS 77.1877.07
NOTE/ GAS PIPELINE MARKER
77.49
/ PED XING
77.72
APD BC
77.98
APD EC
78.38
/ KEEP RIGHT
77.83
APD
77.68
APD
77.58
APD
77.56
APD77.11
APD
77.24
APD76.45
APD PI
76.30
APD PI
76.58
APD PI
78.23
CSL/ BC
78.43
CSL/ EC
78.23
78.1678.02
77.99 77.59
77.66 76.68
CSL/ PI
76.85
CSL/ PI
76.69
BNKC/TOP
77.21
BNKC/TOP
77.17 77.72
77.79
BNKC/TOP
77.88
BNKC/TOP
78.14
78.25
78.12
77.97
BNKC/TOP
77.73
BNKC/TOP
76.73
/WOOD L7391
77.56
NOTE/ 2" PVC STUB OUT
77.03
CROSSWALK PI 77.10
CROSSWALK PI
77.04
CROSSWALK PI
77.27
CROSSWALK PI
76.91
CROSSWALK PI
77.12
CROSSWALK PI
77.20
CROSSWALK PI
77.06
CROSSWALK PI
77.19
AP/ STOP BAR
76.85
AP/ STOP BAR
77.30
77.89
78.05
/ KEEP RIGHT
77.55
APD BC
77.63
APD OC
77.50
APD EC
78.02
BC
78.03
OC
77.95
EC
77.71
/ ONE WAY
77.07
APD
76.94
APD
77.40
77.53 76.94
76.87
76.42
APD
76.49
APD
76.00
APD
75.88
APD
76.35
76.43
76.02
76.0075.96
CGBD END
75.91
CGBD BEGIN
75.61
APD PI
75.52
APD PI
75.51
APD PI
76.00
/ ONE WAY
75.44
B PI
75.46
B PI
75.51
B PI
75.58 B
75.50
B PI
75.50
B PI
74.88
CGBC VERT PI
75.00
CGBC VERT PI
75.41
CGBC VERT PI
74.92
FNC/ CLF 5' PI GT
74.87
FNC/ CLF 5' PI GT
75.59
FNC/ CLF 5' PI
74.79
DWY/ ASPH
75.37
DWY/ ASPH PI
74.84
DWY/ ASPH
75.35
75.82
B PI
75.96
B PI
75.89
B PI
75.73
B PI
75.37
APC
75.74
CGBC
75.72
75.9475.94
/WOOD L1218
75.95
FNC/ CLF 5' 4' 6' PI
76.34
76.35 B
76.28 B
76.23
CGBC
75.86
APC
76.99 76.83
FNC/ CLF 6' GT
77.02
FNC/ CLF 6' GT PI
76.53
FNC/ CLF 6' GT PI
76.52
FNC/ CLF 6' GT PI
77.12
FNC/ CLF 6' PI77.13
FNC/ CLF 6' PI
77.08
NOTE/ 2" PVC STUB OUT
76.80 B
76.74 B
76.71
CGBC VERT PI
76.44
CGBC VERT PI
76.57
CGBC VERT PI
76.97
CGBC VERT PI
76.39
APC
76.88
DWY/ CONC PI
76.95
DWY/ CONC PI
76.57
DWY/ CONC 76.47
DWY/ CONC
75.71
75.44
FNC/ CLF 4'
75.25
76.59
CROSSWALK PI
76.68
CROSSWALK PI77.09
APC OVERLAY
76.25
APE
76.60
APE
76.65
APE
77.34
NOTE/ LANE LINE END
77.22
NOTE/ LEFT TURN ARROW 76.39
NOTE/ LEFT TURN ARROW
75.60
NOTE/ LEFT TURN ARROW
75.64
NOTE/ LANE LINE
76.0576.94 77.5078.04
77.73
NOTE/ LANE LINE END
77.42
NOTE/ LEFT TURN ARROW
76.68
NOTE/ LEFT TURN ARROW
76.69
NOTE/ LANE LINE
77.07
77.66 78.04 78.24
78.34
CHECK TBM SW 20-3 ELEV 78.337
77.00 B76.82
CGBC BC
76.93
B PI
76.97
CGBC BC
76.92
CGBC OC
76.46
CGBC OC
76.39
CGBC OC
76.31
CGBC EC
76.82
CGBC OC
76.66
CGBC EC
76.29
CGBC BC
76.22
CGBC OC
76.16
CGBC OC
76.43
CGBC OC
76.29
CGBC EC
76.48
/ STOP SIGN
77.00
FNC/ CLF 6' PI
76.81 2.7X1.6
76.22
APE
76.60
APC BC
76.54
APC OC
76.42
APC OC
76.29
APC OC
76.15
APC OC
76.07
APC OC
SAN
76.78
SAN
76.91
SAN
76.84
76.53 C
76.44 C
80.12
WALL/ CL 10"
79.96
BNKB/TOP
76.82
76.50
79.76
BNKB/TOP
78.70
/ 22" DIA
SAN
74.98
76.79
CGBC OC
76.70
CGBC EC 76.29
CGBC BC
76.25
CGBC OC
76.20
CGBC OC
76.42
CGBC OC
76.33
CGBC EC
75.98
EC
76.08
OC
76.18
OC
76.26
OC
76.42
EC
76.32
LR
76.10
LR
75.86
LR
75.73
LR
76.23 B
76.46 B
76.49 B
GAS 76.99
76.73
NOTE/ GAS PIPELINE MARKER
77.63 B
77.66 B
76.78
76.22 B
76.11 B
76.10
CGBC
75.75 75.55
LR
75.22
LR
75.4775.83
CGBC75.89
B 75.98 B
76.41 76.76 B
76.11
PI
75.92
PI
76.05
PI
76.05
PI
76.03 L7394
76.06
/WOOD L7392
76.08
BPWR
76.44
LR
76.25
LR
75.87
LR
85.04
BNKD/TOP
SAN
77.44
73.99
BNKC/TOE
79.73
BNKC/TOP79.95
BNKC/TOP
75.61
DWY/ ASPH PI
75.45
DWY/ ASPH PI
75.47
DWY/ ASPH PI
75.66
DWY/ ASPH PI
75.65
LR
75.84
APG76.11
APF
75.95
LR
75.69
LR
75.85
APF
75.67
APG
75.50
LR
76.07
FNC/ CLF 6' COR
76.11
FNC/ CLF 6' COR
76.12
PI
75.86 76.01
76.13
PI
76.20
FNC/ CLF 6' GT
76.59
FNC/ CLF 6' GT
76.22
DWY/ CONC PI
76.10
DWY/ CONC PI
76.02 C
75.97
C PI
76.02
C PI
76.18
C PI
76.06
C PI
75.91
CGBC
75.56
CGBC
75.62
CGBC
76.01
CGBC
75.5575.33
LR
75.64
LR75.75
76.11
CGBC
76.15 C 76.31
C
76.58
75.87
APG PI
76.16
APF PI76.08
LR
75.73
LR
75.84
LR
76.00
LR
76.26
LR
76.44
SIGN
76.38
C PI
77.27
77.83
76.50
76.59
76.24
DWY/CONC PI
76.17
DWY/CONC PI
75.98
76.78
/ 24" DIA
77.52
/ 18" DIA
78.05
/ 24" DIA
SAN
76.73
74.88
EL 77.16
EL 77.53 EL 78.03
EL 77.06
EL 77.83EL 77.87
EL 77.62
EL 76.76
EL 77.18
MAST ARM A
ONLY
ONLY
ONLY
ONLY ONLYONLY
MAST ARM B
MAST ARM C MAST ARM D
0'
330'
0'
330'
N
1"
0'
96"
"7"
"E
7"
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design\02260211111\Signals\PLANSG01.dwgGary Anson 12/12/2023 4:26:49 PM
T7
TH
E O
F F
IC
IA
L
R E C
OR
D O
F T
H
IS
S H E E T
IS
T
H E E
LE
C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
U
LE
1G
-2
3.
4‚ F
.A .C
PREPARED BY
City Engineer's Office
NOEL JOHN COOPER, P.E.
P.E. LICENSE NUMBER 69534
STATE OF FLORIDA, DATE:
VALID ONLY WITH EMBOSSED SEAL.
C1
682-1-113 [1 EA] C
V1
660-4-12 [4 EA] V
V2 V3 V4
SIGNALIZATION PLAN
PROJECT NAME: SW 44TH AVE. AT SW 20TH ST
SIGNALIZATION
96"
"7"
"E
7"
AutoCAD SHX Text A
AutoCAD SHX Text P2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text P4
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text P8
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text P2
AutoCAD SHX Text P8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text V4
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text C1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text P4
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text P6
AutoCAD SHX Text P6
AutoCAD SHX Text V3
AutoCAD SHX Text V2
AutoCAD SHX Text V1
AutoCAD SHX Text 635-2-11
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[2 EA]
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AutoCAD SHX Text 665-1-11
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[2 EA]
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[2 AS]
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ELEV. 78.03
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[7 LF]
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[1 EA]
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AutoCAD SHX Text 649-21-15
AutoCAD SHX Text 635-2-11
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[2 EA]
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AutoCAD SHX Text 665-1-11
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[2 EA]
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ELEV. 77.53
AutoCAD SHX Text 635-2-15
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[1 EA]
AutoCAD SHX Text 630-2-11
AutoCAD SHX Text
[10 LF]
AutoCAD SHX Text (3)
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[1 EA]
AutoCAD SHX Text 665-1-11
AutoCAD SHX Text 635-1-11
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[1 EA]
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[2 EA]
AutoCAD SHX Text 653-1-11
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[1 AS]
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ELEV. 77.16
AutoCAD SHX Text 630-2-11
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[22 LF]
AutoCAD SHX Text (3)
AutoCAD SHX Text 649-21-15
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[1 EA]
AutoCAD SHX Text 641-2-12
AutoCAD SHX Text 635-1-11
AutoCAD SHX Text 653-1-11
AutoCAD SHX Text 665-1-11
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ELECTRIC SERVICE
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FIBER OPTIC (SEE NOTE 13)
AutoCAD SHX Text 639-2-1
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[1 EA]
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[10 LF]
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[1 EA]
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[1 EA]
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[1 AS]
AutoCAD SHX Text 639-3-11
AutoCAD SHX Text 639-1-22
AutoCAD SHX Text 630-2-11
AutoCAD SHX Text 635-2-11
AutoCAD SHX Text 635-2-15
AutoCAD SHX Text
[24 LF]
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[3 EA]
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[1 EA]
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[1 EA]
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[1 AS]
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[1 EA]
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ELEV. 77.06
AutoCAD SHX Text 782-1-11
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[1 EA]
AutoCAD SHX Text 630-2-12
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[119 LF]
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(SEE NOTE 12)
AutoCAD SHX Text 630-2-12
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[110 LF]
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[99 LF]
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AutoCAD SHX Text 646-1-11
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[1 EA]
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AutoCAD SHX Text 653-1-11
AutoCAD SHX Text VDZ-2A (6'x330')
AutoCAD SHX Text VDZ-6B (6'x330')
AutoCAD SHX Text VDZ-2B (6'x330')
AutoCAD SHX Text VDZ-6A (6'x330')
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[2 CONDUITS]
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[2 CONDUITS]
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CONTROL CAB.
AutoCAD SHX Text 670-5111
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[1 AS]
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TRAFFIC
AutoCAD SHX Text VDZ-8B (6'x330')
AutoCAD SHX Text VDZ-8A (6'x330')
AutoCAD SHX Text VDZ-3 (6'x80')
AutoCAD SHX Text VDZ-4A (6'x330')
AutoCAD SHX Text VDZ-4B (6'x330')
AutoCAD SHX Text VDZ-7 (6'x80')
AutoCAD SHX Text VDZ-5 (6'x80')
AutoCAD SHX Text VDZ-6 (6'x80')
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144+81.31 [66.67' RT]
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145+81.84 [65.51' RT]
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145+80.18 [65.04' LT]
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144+77.50 [64.22' LT]
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MIN
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MIN
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NON-LOCK
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RECALL
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CONTROLLER TIMINGS
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YELLOW
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ALL RED
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MOVEMENT(S)
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MAXIMUM GREEN II
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EXTENSION (PASSAGE)
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MINIMUM GREEN (INITIAL)
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TIMING FUNCTION
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MAXIMUM GREEN I
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ON
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ON
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ON
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AutoCAD SHX Text 5.1
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ON
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OFF
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ON
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OFF
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ON
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PEDESTRIAN WALK
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PEDESTRIAN CLEARANCE
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3-SECT., 1-WAY
AutoCAD SHX Text 650-1-36
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%%USIGNAL HEAD DETAILS
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PED. SIGNAL
AutoCAD SHX Text 653-1-11
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COUNT-DOWN
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1-SECT., 1-WAY
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(8 AS)
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OR
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%%USIGNAL OPERATING PLAN SOP IO
AutoCAD SHX Text SIGNS A & B ALL STREET NAME SIGNS SHALL BE WHITE LEGEND ON GREEN BACKGROUND. CORNER RAIDUS = 1.5" BORDER WIDTH = 0.75" BORDER COLOR = WHITE (SIGNS MUST BE DOUBLE SIDED, FREE SWINGING)
AutoCAD SHX Text A
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AutoCAD SHX Text SW 20th ST
AutoCAD SHX Text SW 44th AVE
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VIDEO DETECTION ASSIGNMENTS
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AutoCAD SHX Text NOTES: 1. MAIN STREET = SW 20th STREET MAIN STREET = SW 20th STREET SIDE STREET = SW 44th AVENUE 2. FLASHING OPERATION: SIGNAL HEADS 2 AND 6 YELLOW, SIGNAL HEADS 1, 3, 4, 5, 7, AND 8 RED. 3. EXISTING STOP SIGN AND STREET SIGN ASSEMBLIES ON SW 44th AVENUE SHALL BE REMOVED ONCE SIGNAL IS OPERATIONAL. 4. POSTED SPEED ON SW 20th STREET IS 45 MPH AND ON SW 44th AVENUE IS 40 MPH
AutoCAD SHX Text SW 20th STREET
AutoCAD SHX Text SW 44th AVENUE
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ASSIGNED TO MOVEMENT
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VIDEO ZONE
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DELAY (SEC)
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VIDEO DETECTOR UNIT #
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SY
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AutoCAD SHX Text 650-1-36
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(2 AS)
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FY
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700-5-22 2 EA
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DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design\02260211111\Signals\MSSGSG01.dwgGary Anson 12/12/2023 4:31:42 PM
T11
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3.
4‚ F
.A .C
PREPARED BY
City Engineer's Office
NOEL JOHN COOPER, P.E.
P.E. LICENSE NUMBER 69534
STATE OF FLORIDA, DATE:
VALID ONLY WITH EMBOSSED SEAL.
MAST ARM TABULATION
PROJECT NAME: SW 44TH AVE. AT SW 20TH ST
SIGNALIZATION
AutoCAD SHX Text G
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SIGN A
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SIGN B
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SIGN C
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SIGN D
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SIGN E
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TOTAL ARM LENGTH
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TOP OF FOUNDATION ELEVATION
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ARM NO. 1 - SINGLE ARM POLE OR LONGEST ARM FOR DOUBLE ARM POLE.
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ARM MOUNTING HEIGHT (ARM M.H.)
AutoCAD SHX Text ARM NO. 2 - DOUBLE ARM POLE ORIENTATION TO BE MEASURED IN A COUNTER CLOCKWISE DIRECTION FROM ROADWAY ARM NO. 1.
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ID NO.
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SHEET NO.
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LOCATION BY STA.
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CROWN ELEV.
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SIGNAL DATA
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DISTANCE FROM POLE
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SIGN DATA
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DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN
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PAINT COLOR
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/ BETWEEN DUAL ARMS 90/270
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* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY
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ARM M.H.
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RDWY ARM NO.
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TOTAL ARM LENGTH
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TOP OF FOUNDATION ELEVATION
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SIGNAL V/H
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BACK PLATES Y/N
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PED. SIGNAL Y/N
AutoCAD SHX Text ANY MODIFICATION TO THE "DISTANCE FROM POLE" VALUES FOR THE SIGNAL HEADS MUST BE REVIEWED BY THE EOR AND A STRUCTURAL ENGINEER TO VERIFY THAT THE STANDARD DESIGN WILL ACCOMMODATE THESE NEW VALUES.
AutoCAD SHX Text A
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AutoCAD SHX Text T-7
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144+81.31, 66.67'RT
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144+77.50, 64.22'LT
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145+80.18, 65.04'LT
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145+81.84, 65.51'RT
AutoCAD SHX Text V
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AutoCAD SHX Text 77.16
AutoCAD SHX Text 77.53
AutoCAD SHX Text 78.03
AutoCAD SHX Text 77.62
AutoCAD SHX Text 76.76
AutoCAD SHX Text 77.87
AutoCAD SHX Text 77.18
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BLACK
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FOR VEHICLE DETECTION VIDEO
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CAMERA IN LIEU OF SIGN
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BLACK
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VDC
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ITS
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VDC
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VDC
Gartner, Amber Typewriter 37'
Gartner, Amber Typewriter 50'
Gartner, Amber Typewriter 50'
Gartner, Amber Typewriter 50'
Gartner, Amber Typewriter 44'
Gartner, Amber Callout KH to confirm / provide
5:31:59 PM5/27/2024Nolan.Villatoro K:\ORL_Structures\_Projects-Structures\_Strain Poles\142371064 SW 44th and SW 20th\06_CADD\(Project #)\struct\StrainPoleSchedule.dgn
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
SHT. NO.
T H
O F
F I
C I
A L
R
C O
D
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S
E E
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MAST ARM SCHEDULE
SW 20TH ST.
SW 44TH AVE .AND
IPG
NBV
IPG
NBV
DESIGN WATER TABLE: 0' BELOW SURFACE (ASSUMED)
SOIL LAYER THICKNESS: 18 FT
N-SPT #: 13
UNIT WEIGHT: 47 PCF
FRICTION ANGLE: 26 DEG
CLASSIFICATION: COHESIONLESS SOIL (SAND)
BORING: SPT-03
POLE B:
DESIGN WATER TABLE: 0' BELOW SURFACE (ASSUMED)
SOIL LAYER THICKNESS: 18 FT
N-SPT #: 12.1
UNIT WEIGHT: 38.3 PCF
FRICTION ANGLE: 21.7 deg
CLASSIFICATION: COHESIONLESS SOIL (SAND)
BORING: SPT-04
POLE A:
DESIGN WATER TABLE: 0' BELOW SURFACE (ASSUMED)
SOIL LAYER THICKNESS: 18 FT
N-SPT #: 7
UNIT WEIGHT: 42 PCF
FRICTION ANGLE: 26 DEG
CLASSIFICATION: COHESIONLESS SOIL (SAND)
BORING: SPT-2
POLE D:
DESIGN WATER TABLE: 0' BELOW SURFACE (ASSUMED)
SOIL LAYER THICKNESS: 18 FT
N-SPT #: 10.7
UNIT WEIGHT: 47.1 PCF
FRICTION ANGLE: 28.7 DEG
CLASSIFICATION: COHESIONLESS SOIL (SAND)
BORING: SPT-1
POLE C:
STRAIN POLE SCHEDULE
NO.
SHEET
NO.
SPAN
NO.
POLE
POLE LOCATION
ELEVATION
GRADE
FINAL
TYPE
POLE
(H)
HEIGHT
POLE
(A)
DIMENSION
GRADE
DIA. (IN.) /
CATENARY WIRE
GRADE
(IN.) /
WIRE DIA.
MESSENGER
STATION OFFSET
T-7
A 77.06 76.76'
B
B
C
C
D
77.16
ELEVATION
CROWN
34'
34'
34'
34'
34'
34'
52'
52'
(DA)
LENGTH
SHAFT
18'
(DB)
DIAMETER
SHAFT
4.5' 1/2" UTILITY GRADE 1/2" UTILITY GRADE
D
A
77.87' 77.53
77.62' 34'
34'
T-7
T-7
T-7
T-7
T-7
T-7
T-7
77.18' 78.03
144+81.31 66.67' RT
144+77.50 64.22' LT
145+80.18 65.04' LT
145+81.84 65.51' RT
144+77.50 64.22' LT
145+80.18 65.04' LT
145+81.84 65.51' RT
144+81.31 66.67' RT
77.16
77.53
78.03
77.06
(L)
LENGTH
POLE
52'
52'
52'
52'
52'
52'
18'
18'
18'
18'
18'
18'
18'
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
1/2" UTILITY GRADE
2. DESIGN WIND SPEED = 140 MPH (MARION COUNTY).
WORK WITH INDEX 634-001 AND 649-010 (FY 2024-25).1.
NOTES:
4. FOUNDATION ASSUMPTIONS AND VALUES USED IN DESIGN:
PRIOR TO CONSTRUCTION OF THE DRILLED SHAFT.
3. IF EXISTING SOILS VARY FROM THE CRITERIA PRESENTED BELOW, CONTACT THE ENGINEER
PERFORMED BY SPECIALTY ENGINER TO ENGINEER OF RECORD OF REVIEW.
PER THE GEOTECHNICAL REPORT, CONTRACTOR IS TO PROVIDE SIGNED AND SEALED FOUNDATION REDESIGN
CONSIST OF DEEP SOIL STABILIZATION BY MEANS OF LOW SLUMP, SAND-CEMENT GROUT. IF REMEDIATION NOT DONE
2. GEO-TECH, INC. HAS RECOMMENDED REMEDIATION OF THE SINKHOLE TYPE ACTIVITY UNDERNEATH MAST ARM D TO
1. DESIGN BASED ON BORINGS PROVIDED BY GEO-TECHNOLOGIES INC, DATED JANUARYY 25, 2022.
FOUNDATION NOTES:
P-VIII
P-VIII
P-VIII
P-VIII
P-VIII
P-VIII
P-VIII
P-VIII
CHECKED BY:
DESIGNED BY:
CHECKED BY:
DRAWN BY:
REGISTRY 35106
ORLANDO, FL 32801
200 SOUTH ORANGE AVENUE, SUITE 600
P.E. LICENSE NUMBER: 93862
NOLAN B. VILLATORO
STRAIN POLE SCHEDULE
4.0 GEOTECHNICAL REPORT
WATER
WATER
WATER
WATER
SAN
GAS
SAN
GAS
SAN
SAN
SAN
GAS
SAN
SAN
S W
4t h
AV
E N U E
SW 20th STREET
EL 77.16
EL 77.53 EL 78.03
EL 77.06
EL 77.83EL 77.87 EL 77.62
EL 76.76
EL 77.18
ONLY
ONLY
ONLY
ONLY ONLYONLY
N
1"
0'
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
SHEET
NO.
T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design\02260211111\Signals\PLANSG01.dwgGary Anson 12/12/2023 4:28:34 PM
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C
TR
ON
IC
F
IL
E D
IG
IT
AL
LY
S
IG
N E D A
N D S
E
AL
E D U
N D E R R
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1G
-2
3.
4‚ F
.A .C
PREPARED BY
City Engineer's Office
NOEL JOHN COOPER, P.E.
P.E. LICENSE NUMBER 69534
STATE OF FLORIDA, DATE:
VALID ONLY WITH EMBOSSED SEAL.
LEGEND
FINE SAND
CLAYEY SAND
LIMESTONE
SP
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487) GROUND SYMBOL
AS DETERMINED BY VISUAL REVIEW FOR CONFIRMATION OF VISUAL
REVIEW
N NUMBER TO THE LEFT OF BORINGS INDICATE SPT VALUE FOR 12 INCHES
OF PENETRATON (UNLESS OTHERWISE NOTED)
50/4 NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION
HA HAND AUGERED TO VERIFY UTILITY CLEARANCE
WH SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT OF ROD AND HAMMER
-200
NMC
LL
PI
PERCENT PASSING#200 SIEVE
NATURAL MOISTURE CONTENT (%)
LIQUID LIMIT (%)
PLASTICITY INDEX(%)
APPROXIMATE SPT BORING LOCATION
GNA GROUNDWATER NOT APPARENT DUE TO THE INTRODUCTION OF DRILLING
FLUID
CASING
B-4B-3
B-1 B-2
BORING LOCATION PLAN
SOIL BORING DATA
PROJECT NAME: SW 44TH AVE. AT SW 20TH ST
SIGNALIZATION
5.0 SW 44th Ave and SW 20th St.
5.1 ATLAS MODEL
isabelle.geiger Text Box Pole 1 isabelle.geiger Text Box Pole 2 isabelle.geiger Text Box Pole 3 isabelle.geiger Text Box Pole 4
5.1.1 INPUT AT 0⁰
VERSION NUMBER 7.2.0
CONTROL
TITLE = Box Model @0deg.in
MODEL = TWO
NODES = 64
CLEAR = 307.12
TOPDIST = 12.00
CABLE = 8
SPEED = 140.00
ANGLE = 0.00
STATUS = CHECK
KZFAC = 1
GUST = 1.14
DIRECT = 0.85
DEADLOADFAC = 1.10
WINLOADFAC = 1.00
COEFFFLAG = 1
DRAG = 0.6
UPLIFT = 0
CUSTOMFLAG = 0
CABLES
1 3 7 S= 5.00 W= 4.333E-05 P= 0 2 2 6 T= 1.00 W= 4.333E-05 P= 1 3 7 11 S= 5.00 W= 4.333E-05 P= 0 4 6 10 T= 1.00 W= 4.333E-05 P= 1 5 11 15 S= 5.00 W= 4.333E-05 P= 0 6 10 14 T= 1.00 W= 4.333E-05 P= 1 7 15 3 S= 5.00 W= 4.333E-05 P= 0 8 14 2 T= 1.00 W= 4.333E-05 P= 1
COORDINATE
1 X= 3.6000000E+01 Y= 0.0000000E+00 Z= 0.0000000E+00 2 X= 3.6000000E+01 Y= 0.0000000E+00 Z= 2.8912000E+02 3 X= 3.6000000E+01 Y= 0.0000000E+00 Z= 3.8514077E+02 4 X= 5.3248033E+01 Y= -1.6688480E+01 Z= 0.0000000E+00 5 X= 0.0000000E+00 Y= 1.5600000E+03 Z= 1.2000000E+00 6 X= 0.0000000E+00 Y= 1.5600000E+03 Z= 2.8912000E+02 7 X= 0.0000000E+00 Y= 1.5600000E+03 Z= 3.8514077E+02 8 X= 1.7247223E+01 Y= 1.5433107E+03 Z= 1.2000000E+00 9 X= 1.2240000E+03 Y= 1.5720000E+03 Z= 5.6400000E+00 10 X= 1.2240000E+03…
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