ITBCIP250438_Signalization_of_SW_43rd_Court_SW_20th_Street_-_Exhibit_D_-_Strain_Pole_Structural_Calculations.pdf

PDF 7 MB Posted Mar 1, 2025

Attached to: Signalization of SW 43rd Court/SW 20th Street
Solicitation number: ITB#CIP/250438
Issued by: Marion County, Orlando City, Florida

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Written by GovTribe AI · Jun 2, 2025

This document is a detailed structural engineering file for a traffic signal infrastructure project developed by Kimley-Horn and Associates for the City of Ocala, Florida, focusing on the signalization of SW 44th Avenue and SW 20th Street. The file contains comprehensive strain pole structural calculations, including detailed technical analyses using ATLAS modeling for four new strain poles at the intersection, evaluating wind load scenarios at 0, 45, and 90-degree angles with a design wind speed of 140 mph. The structural design follows 2024-2025 FDOT Standard Plans, utilizing concrete poles of type P-VIII with 52-foot lengths and 18-foot embedment depths, and incorporates specifications from AASHTO LRFD Specifications and FDOT Structures Manuals.

The technical documentation provides extensive computational details, including cable tensions, pole capacities, base moments, and embedment requirements, with all structural elements designed to meet FDOT modification standards. The analysis includes wind load calculations, cable design checks, and pole design verifications, ensuring each structural component meets specific engineering criteria, with particular attention to potential wind loading scenarios. The geotechnical report, dated January 22, 2022, provides soil condition assessments for each pole location, noting cohesionless sandy soil conditions with varying unit weights and friction angles, which informed the foundational design approach.

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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

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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)

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

P o le L e n g th

P o le H e ig h t

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

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.)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

Front Face

Circular Void (Optional) Circular Void (Optional)

� Void and Section

Spiral Reinforcing #9 (Min.) Gauge

Min.

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

Front Face

(See Note 3)

� Void and Section

Min.

Circular Void Circular Void

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

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

Front Face

Min.

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

Front Face

(See Note 3)

� Void and Section

Min.

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

" Min. (Typ.)2

" Chamfer (Typ.)4

Front Face

Back Face

V a ri e s

� Void and Section � Void and Section

Face Back

Min.

(See Note 3)

Circular Void Circular Void

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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

15'-0" From Top Debond 2 Strands

� Void and Section

" 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

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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"

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

10'-0" From Top Debond 2 Strands

� Void and Section

11"

" 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

" Min. 2 1 3

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

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)

/3 /2

P M

R E

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

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"

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

" Min. (Typ.)2

" Chamfer (Typ.)4

� Void and Section

Front Face

Back Face2" (Typ.)

V a ri e s

10'-0" From Top Debond 2 Strands

(See Note 3)

2" (Typ.)

Face Back

(Typ.)

" Min. (Typ.)2

Circular Void

3" Min.

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

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

P M

R E

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"

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

Face Back2" (Typ.)

(M in

" Min. (Typ.)2

(Typ.)

" 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

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

P M

R E

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

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

" 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

(M in

16"

" Min. 4 3 3

2" (Typ.)

Face Back

" Min. (Typ.)2

1" (Typ.)

" Min. (Typ.)2

Circular Void

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)

POLE ELEVATION

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

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

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

76.08

SWKA

76.69 A 77.45

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

74.91

74.37

74.17

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

77.34

77.37

77.43 B

77.21

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

78.03

77.95

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

76.08

76.18

76.26

76.42

76.32

76.10

75.86

75.73

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

75.22

75.4775.83

CGBC75.89

B 75.98 B

76.41 76.76 B

76.11

75.92

76.05

76.03 L7394

76.06

/WOOD L7392

76.08

BPWR

76.44

76.25

75.87

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

75.84

APG76.11

APF

75.95

75.69

75.85

APF

75.67

APG

75.50

76.07

FNC/ CLF 6' COR

76.11

FNC/ CLF 6' COR

76.12

75.86 76.01

76.13

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

75.64

LR75.75

76.11

CGBC

76.15 C 76.31

76.58

75.87

APG PI

76.16

APF PI76.08

75.73

75.84

76.00

76.26

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 ONLYONLY

MAST ARM B

MAST ARM C MAST ARM D

330'

96"

"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

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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.

682-1-113 [1 EA] C

660-4-12 [4 EA] V

V2 V3 V4

SIGNALIZATION PLAN

PROJECT NAME: SW 44TH AVE. AT SW 20TH ST

SIGNALIZATION

96"

"7"

AutoCAD SHX Text A

AutoCAD SHX Text P2

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 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 P4

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text P6

AutoCAD SHX Text V3

AutoCAD SHX Text V2

AutoCAD SHX Text V1

AutoCAD SHX Text 635-2-11

AutoCAD SHX Text

[2 EA]

AutoCAD SHX Text 630-2-11

AutoCAD SHX Text 665-1-11

AutoCAD SHX Text

[2 EA]

AutoCAD SHX Text 653-1-11

AutoCAD SHX Text

[2 AS]

AutoCAD SHX Text

ELEV. 78.03

AutoCAD SHX Text

[7 LF]

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text (3)

AutoCAD SHX Text 649-21-15

AutoCAD SHX Text 635-2-11

AutoCAD SHX Text

[2 EA]

AutoCAD SHX Text 649-21-6

AutoCAD SHX Text 665-1-11

AutoCAD SHX Text

[2 EA]

AutoCAD SHX Text 653-1-11

AutoCAD SHX Text

[2 AS]

AutoCAD SHX Text

ELEV. 77.53

AutoCAD SHX Text 635-2-15

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text 630-2-11

AutoCAD SHX Text

[10 LF]

AutoCAD SHX Text (3)

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text 665-1-11

AutoCAD SHX Text 635-1-11

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text

[2 EA]

AutoCAD SHX Text 653-1-11

AutoCAD SHX Text

[1 AS]

AutoCAD SHX Text

ELEV. 77.16

AutoCAD SHX Text 630-2-11

AutoCAD SHX Text

[22 LF]

AutoCAD SHX Text (3)

AutoCAD SHX Text 649-21-15

AutoCAD SHX Text

[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

AutoCAD SHX Text

ELECTRIC SERVICE

AutoCAD SHX Text

FIBER OPTIC (SEE NOTE 13)

AutoCAD SHX Text 639-2-1

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text

[10 LF]

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text

[1 EA]

AutoCAD SHX Text

[1 AS]

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TRAFFIC

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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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RECALL

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YELLOW

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PEDESTRIAN WALK

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PEDESTRIAN CLEARANCE

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3-SECT., 1-WAY

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%%USIGNAL HEAD DETAILS

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PED. SIGNAL

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COUNT-DOWN

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1-SECT., 1-WAY

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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)

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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

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ASSIGNED TO MOVEMENT

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VIDEO ZONE

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VIDEO DETECTOR UNIT #

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(2 AS)

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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

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

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

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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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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.

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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

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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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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 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

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

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'

77.16

ELEVATION

CROWN

34'

52'

(DA)

LENGTH

SHAFT

18'

(DB)

DIAMETER

SHAFT

4.5' 1/2" UTILITY GRADE 1/2" UTILITY GRADE

77.87' 77.53

77.62' 34'

34'

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'

18'

4.5'

8.0'

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

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

SAN

GAS

SAN

GAS

SAN

GAS

SAN

S W

4t h

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 ONLYONLY

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

T13

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E D U

N D E R R

-2

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

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

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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File details come from the government source that posted it. Updated Jun 2, 2025.