a rundage, inc. edward f. tryka, iii, p.e. collier …dnhiggins.com/docs/14-6349 spec - plans pg...

NN

AB

Collier County: 7400 Tamiami Trail N. - Naples, FL - 34108

Professional Engineers, Planners & Land SurveyorsBRUNDAGE, INC.

ARBER &GNOLI

Certificate of Authorization Nos. LB 3664 and EB 3664

EDWARD F. TRYKA, III, P.E. No. 60284 AUGUST 31, 2014

AB



ARBER &GNOLI



NN

N

AB



ARBER &GNOLI



AB



ARBER &GNOLI



N

AB



ARBER &GNOLI



LASIP - County Barn Road

Rattlesnake Hammock Road to Davis Boulevard

Design: Agnoli, Barber and Brundage, Inc.

General Contractor: ______________________

Project Management: Transportation Division

Completion Date: ________________________

For Information Please Contact:

Transportation Division: (239) 252-8192

www.colliergov.net

"Your Tax Dollars At Work"

Collier County

Board of

County

Commissioners

Districts

1 Donna Fiala

2 Georgia Hiller

3 Tom Henning

4 Fred Coyle

5 Tim Nance

AB



ARBER &GNOLI



8'

4'

1" EDGE TYP. 2'-3" 5'-7" 1" EDGE TYP.

1

1

2

" 2' 1

1

2

"

2

1

4

"

7

3

4

"

3"

2'-2"

3"

2"

2"

1'-7"

11"

1'-8

1

4

"

1'-2

3

4

"

1

2

" THK. BLACK BORDER

1

2

" BLACK

SIGN DETAIL - SCALE: 1"=1'

SIGN VIEW WITHOUT DIMENSIONS

N.T.S.

1. SIGN TO BE CONSTRUCTED OF WOODEN SIGN BOARD.

2. TWO SIGNS TO BE INSTALLED AT THE START OFCONSTRUCTION.

3. LOCATIONS TO BE DETERMINED BY COLLIER COUNTY.

GREEN BACKGROUND

8'

4'

1" EDGE TYP. 2'-3" 5'-7" 1" EDGE TYP.

1

1

2

" 2' 1

1

2

"

2

1

4

"

7

3

4

"

3"

2'-2"

3"

2"

2"

1'-7"

11"

1'-8

1

4

"

1'-2

3

4

"

1

2

" THK. BLACK BORDER

1

2

" BLACK

GREEN BACKGROUND

LASIP - County Barn Road

Rattlesnake Hammock Road to Davis Boulevard

Design: Agnoli, Barber and Brundage, Inc.

General Contractor: ______________________

Project Management: Transportation Division

Completion Date: ________________________

For Information Please Contact:

Transportation Division: (239) 252-8192

www.colliergov.net

"Your Tax Dollars At Work"

Collier County

Board of

County

Commissioners

Districts

1 Donna Fiala

2 Georgia Hiller

3 Tom Henning

4 Fred Coyle

5 Tim Nance

1

4

"

0"

0"

1

4

"

1

4

"

1

4

"

1

4

"

1

4

"

1

4

"

1

4

"

1

4

"

1

2

" THK. COLLIER GREEN DIVISION (TYP.)

LASIP COUNTY BARN ROAD WEIR

8/29/2014 8:14:10 AM F:\PROJECT\5139222\CADD\struct\ABBweir\New DGN Files\weir01_R.dgn

ROAD NO.

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

DEPARTMENT OF TRANSPORTATION

1

NO.

SHEET

60101 COLLIER CR 268

USER: 5hunter

COLLIER COUNTY

COUNTY COLLIER COUNTY ID

AmericanConsulting Engineers of Florida, LLC

Richard Hunter, P.E. No. 50601

Certificate of Authorization No. 7110

Phone: (813) 996-2800 Fax: (813) 996-1908

Land O' Lakes, Florida 34639

4111 Land O' Lakes Blvd. Suite 210

NOTES

ELEVATION

Control El. = 8.0

Span OneSpan TwoSpan ThreeSpan FourSpan Five

25'-0"

2'-

10"

Slab

Pier

Notch blockout according to

sluice gate manufacturer's

after gate is installed

instructions, fill with grout

15'-0"15'-0"

3:1

El. = 8.75

3:1

Ground

Natural

Approach Slab Footing

El. = 11.5

Approach Slab

Canal

PLAN

Canal

Picket Rail

Picket Rail

3' x 3' Sluice Gates| Swale

Spread Footer

Steel Sheet Pile WallEl. = 4.2

El. = -2.2

Picket Rail

6'-

1"Concrete Coping

5'-

0"

2'-

0"

Spread Footer

El. = 9.75

6"

(Overall Length of Catwalk)

43'-0"

23'-0"

3'-11ƒ" 1'-10‚"

2'-6‚"

1'-10‚"

43'-0"

|

Pier 5

|

Pier 4

|

Pier 3

|

Pier 2

|

Pier 1

El. = 10.75

STA. 79+00

7'-6" 6"

4'-0" 4'-0" 8'-10" 8'-10" 7'-0" 7'-6"

56'-8"

43'-0"

2'-4"

WEIR PLAN AND ELEVATION

on slab

Picket Railing mounted

Concrete Catwalk with

See Note 7

7. 3.8'x3.0' dual leaf series 900 stainless steel gate as manufactured by Whipps, Inc. or equivalent.

6. Picket Railing shall be in accordace with FDOT Index Nos. 861 and 862. Mount railing per scheme 1B or 3.

5. Cost of the Expansion Material and Roofing Paper shall be included in the cost of the concrete.

of FDOT Specification Section 934.

4. Grout shall have a minimum 28-day compressive strength of 5 ksi and shall meet the requirements

3. Reinforcing steel shall be ASTM A615, Grade 60.

2. Concrete shall be Class ?! with a minimum 28-day compressive strength of 5.5 ksi.

1. Weir permitted under SFWMD #11-01140-5

5' -0"

2•" 2•"

2•

"

2•

"

5' -0"

8"

TYPICAL SECTION THRU SLAB

1' -0"

1' -0"

SECTION A-A

SLAB PLAN

8/27/2014 5:33:30 PM F:\PROJECT\5139222\CADD\struct\ABBweir\New DGN Files\weir02_R.dgn

ROAD NO.


REVISIONS


2

NO.

SHEET


USER: 5engste

COLLIER COUNTY





Phone: (813) 996-2800 Fax: (813) 996-1908



5C2

6-7S1

@ 11"

4"

4"

4"

4"

(Typ.)

3" Cover

5C1 Bars4" 4" 4"

4C1

1' -0"

5' -7†

"

1' -2"

5C2

Footer

6" 6"

1'-0"

4C1

(EF)

@ 2"

2-5C1

4…"

2-4C2 @

(Ty

p.)

3" Co

ver

2-4

C2

@ 4

…"

5C2 5C2

Footer

1' -0"

5' -7†

"

6"

2-4C2

(EF)

A A

5' -0"

9-4C1 @ 6•" Max.4" 4"

1'-8" 1'-8" 1'-8"

6' -7†

"

3"

Embed.

9"

6"

2' -0"

4C1 Bars

1' -6"

PIER 1 & 2 ELEVATION

1' -6"

5' -0" 4' -0"

9"

1' -0" 1' -0" 1' -0"

(Typ. U.O.N.)

2" Cover

2•

"

2•

"

6-7S2

@ 11"

6-4

C1

@ 1'-0" (T

yp.)

14'-6"28'-0"

42'-6"

SECTION B-B

B B

2•" 6-7S1 OR 6-7S2 @ 11" 2•"

Varie

s:

8" T

o 9"

4"

7S1 (Straight Bars)

7S2 (Bent Bars)

5S1 Bars

28'-0" 14'-6"

4'-0" Lap Splice (Typ.)

43-5S1 @ 1'-0" Max.

5C2

Slope: 0.0833 Ft/Ft

| Pier 1

5S1 Bars

WEIR SLAB AND PIERS 1 & 2 DETAILS

PIER 1 & 2 END ELEVATION

NOTE:

1. See Sheet 5 for additional details on Piers 1 & 2 footings.

1' -0"

1' -0"


ROAD NO.


REVISIONS


3

NO.

SHEET


USER: 5engste

COLLIER COUNTY





Phone: (813) 996-2800 Fax: (813) 996-1908



4"

4"

4"

(Typ.)

3" Cover

5C3 Bars4" 4" 4"

5C2 5C2

Footer

1' -0"

5' -7†

"

6"

2-4C2

(EF)

5' -0"

9-4C1 @ 6•" Max.4" 4"

1'-8" 1'-8" 1'-8"

Embed.

9"

6"

5C2

Footer

6" 6"

1'-0"

4C1

4…"

2-4C2 @

(Typ.)

3" Cover

2-4

C2

@ 4

…"

PIER 3 & 5 ELEVATION

1' -6"

4" 4"

1' -0" 2' -0"

5" 8" 5"

4"

4"

4"

1' -6"

1' -0"

(Typ.)

4" Cover

SECTION D-D

5C2 5C2

Footer

1' -0"

5' -7†

"

6"

2-4C2

(EF)

5' -0"

9-4C1 @ 6•" Max.4" 4"

1'-8" 1'-8" 1'-8"

Embed.

9"

6"

1' -6"

4" 4"

1' -0" 2' -0"

D D

6' -7†

"

3"

6-4

C3

@ 1'-0"

PIER 4 ELEVATION

6' -7†

"

6-4

C3

@ 1'-0"

4-4

W4

@ 1'-0"

PIERS 3, 4 & 5 END ELEVATION

6-4

C1

@ 1'-0"

4C3 Bars

5C3 Bars

1' -0"

5' -7†

"

1'-8"

(EF)

@ 2"

2-5C3

4C1 or 4

C3

C C

SECTION C-C

4C1 Bars

7' -0" 7' -0"

1' -6"

3' -9†

"

2' -0"

2' -0"

5C3

5C3

5C3

5C3

5" 5"5" 5"

WEIR PIERS 3, 4 & 5 DETAILS

4 & 5 footings.

1. See Sheet 5 for additional information on Piers 3,

NOTE:


ROAD NO.


REVISIONS


4

NO.

SHEET


USER: 5engste

COLLIER COUNTY





Phone: (813) 996-2800 Fax: (813) 996-1908



3:1 3:1

Ground

Natural

6"4"

4"

6" 6"

3 - 4W2 Bars @ 6" = 1'-0"

4"

= 7'-11"

9" 9"

6"

4 -

4W

1 Bars

@ 8"

Max.

=

1'-

9†

"

6"

4 -

4W

1 Bars

@ 8"

Max.

=

1'-

9†

"

6"

6"

56'-0"

4"

6"

3 - 4W2 Bars @ 6" = 1'-0"

6"6"

16'-6"7'-7"7'-10"7'-7"16'-6"

13'-10"8'-0"12'-4"8'-0"13'-10"

Em

bed.

1'-

0"

4"

6"

6"

4"

4"8"8"4"

or 8

W2 bars (T

yp.)

Spacin

g of 8

W1

1'-

8"

2'-0"

3" Cover (Typ.)

8W1 or 8W3

4W1 or 4W2

Em

bed.

1'-

0"

6•

"6"

6"

4"

2'-

3"

5"

4•

"

11"

8W5

4W1

8" 8" 4"

3" Min. Cover

(Typ.)

1'-

8"

1'-6"

4W3

4W4

bars (T

yp.)

Spacin

g of 8

W4

COPING ELEVATION

E

E

FF

11 - 5W2 Bars @ 9•"

9 - 4W1 Bars @ 7•" = 5'-0" 9 - 4W1 Bars @ 7•" = 5'-0"

SECTION E-E

SECTION F-F

(For column details, see Sheet 03)

8W7 bars (Typ.)

Spacing of 8W6 and

8W7

23 - 4W1 Bars @ 8" Max. = 14'-4" 23 - 4W1 Bars @ 8" Max. = 14'-4"

Steel Sheet Pile Wall

1'-

0"

1'-6"

25'-0"

Steel Sheet Pile

Steel Sheet Pile

3'-0"

WEIR WALL COPING DETAILS

(Pier 3 Column Similar)

Pier 5 Column


ROAD NO.


REVISIONS


5

NO.

SHEET


USER: 5engste

COLLIER COUNTY





Phone: (813) 996-2800 Fax: (813) 996-1908



1'-0" 9" 9" 1'-0"

8 -

6W

1 Bars

@ 1'-

0"

Max.

=

6'-

5"

Top Bar Spacin

g

Botto

m

Bar Spacin

g

5•"

11 - 5W2 Bars @ 9•" = 7'-11" (Bottom)

11 - 5W1 Bars @ 9•" = 7'-11" (Top)

*

3•

"

12'-4"

5•"

7'-

0"

3•

"

11 -

6W

1 Bars

@ 7"

Max.

=

5'-

0"

1'-

5"

4" Cover (B

ot.)

2'-

0"

3" Cover (T

yp.)

4" Cover (B

ot.)

11"

1'-

6"

6 - 6W3 @ 1'-0" Max.

(Top and Bottom)

4" 4"

3•

"

6 -

6W

3

@ 1'-

0"

Max.

3•

"

4'-0"

5'-

0"

5'-0"

Em

bed.

1'-

0"

Em

bed.

1'-

0"

6‡" 6‡" 1„"1„"

11 - 6W1 Bars @ 7" Max. = 5'-0" (Bottom)

8 - 6W1 Bars @ 1'-0" Max. = 6'-5" (Top)

9‚"

3ƒ"

2'-0" 5'-0"

7'-0"

6‡" 6‡" 1•"1„"

9‚"

3ƒ"

11 - 6W1 Bars @ 7" Max. = 5'-0" (Bottom)

1'-

5"

4" Cover (B

ot.)

2'-

0"

7'-0"

1'-

6"

Min.

Embed.

1'-

8"

Embed.

1'-6" 1'-6" 2'-0" 1'-0" 1'-0"

6"1'-0"2'-0"1'-0"6"

1'-

2"

Embed.

3" Cover (T

op)

3" Cover (T

op)

7•"

3•"

3•"

7•"

Pier


Pier

Column


Concrete Coping

Column


6W1

6W2

8W6

8W7

6W1

5C1

5C1

6W4

PIERS 3-5 SPREAD FOOTER PLAN

G

G

H

H

SECTION G-G

SECTION H-HJ

J

SECTION J-J

for reinforcing details.

* See Section G-G or H-H

5W3

5W3

5W2 (Bottom)

5W1 (Top)

5W2 (Bottom)

5W1 (Top)

5W1 or 5W3

5W2 or 5W3

5W1 or 5W3

5W2 or 5W3

8 - 6W1 or 6W2 Bars @ 1'-0" Max. = 6'-5" (Top)

6W2

PIERS 1 & 2 SPREAD FOOTER PLAN

5 - 6W4 @ 10" = 3'-4"

1. See Sheets 2 and 3 for pier cap and column details.

NOTE:

PIER FOOTING DETAILS


ROAD NO.


REVISIONS


6

NO.

SHEET


USER: 5engste

COLLIER COUNTY





Phone: (813) 996-2800 Fax: (813) 996-1908



REINFORCING DETAILS

All Dimensions are Out-to-Out

ITEM UNIT QUANTITY

C.Y.

LB.Reinforcing Steel

LF

Class ?! Concrete

ESTIMATED QUANTITIES

Picket Rail 96

4099

31.0

STEEL SHEET PILE DATA TABLE

Height (ft.)

Exposed Wall

Modulus (in. /ft.)

Required Section

of Intertia (in. /ft.)

Required Moment

Piling Quantity (ft. )

Estimated Sheet

4.55 8.6 1.1

4 3

504.6

8'-0"

Top and

Botto

m

4" 6"

3" Cover (Typ.)

7-

7C2

@ 1'-

0"

Max.

=

5'-

3"

6"

6"

7-

5C4

@ 1'-

0"

Max.

=

5'-

0"

6"

6'-

0"

Material

•" Expansion

L

L

KK

42'-6" Slab

Slope: 0.0833Ft/Ft

6"

4"

(Bot.)

Varie

s 8" to 9"

Slab - Reinforcement not

shown for clarity

(For Bond Breaker Between Slab & Footer) 2 Layers of Roofing Paper

9-7C1 @ 1'-0" Max. = 7'-2"

2'-

0"

4" 6"

Varie

s:

8" to 9"

7C2

5C4 *

•" Expansion Material3" Min. Cover

(Typ.)

Top and Sides

8'-0"

7C2 @ 1'-0" Max. = 5'-3"4•" 4•"

6'-0"

6"5'-0" Slab6"

4"

5C5

4"

9•

"

1'-

4"

4" Cover

8•

"9"

8"

Varie

s 1'-

4" to 2'-

0"

Varie

s 1'-

4" to 2'-

0"

5C4

Material

•" ExpansionRoofing Paper

2 Layers of

SECTION L-L

7C1

APPROACH SLAB FOOTER PLAN

7C2 bars (Class C splice)

* Splice 5C4 bars with

*5C5

**

*

with 7C1 bars (Class C splice)

** Splice 5C4 and 5C5 bars

7†

"8"

5C6

5C6

5C6

5C7

SECTION K-K

E9-7C1 @ 1'-0" Max. = 7'-2" (Top and Bot.)

9-5C4 or 5C5 @ 1'-0" Max. = 7'-2" (Top)

5C6 or 5C7

5C6

5C6

avoid conflict with 5C4 bars.

3. Cut top 7C2 bars as required to

Class C splice.

are to be field-bent to achieve the required

2. Any 5C4 bars spliced with 7C2 bars

front footer lip.

a 3" minimum cover from the top of the

1. Cut 5C4 bars as required to maintain

NOTES:

AND REBAR TABLE

WEIR APPROACH SLAB DETAILS

B

TYPE 1

G

A

C

B

TYPE 4

B

C

TYPE 10

C

B

D

B

C

E

TYPE 26

TYPE 11

MARK

SIZE DES

LENGTH NO

BARS

TYP

BAR

STY

A G FT IN

B

FR FT IN

C

FR FT

D

IN FR FT IN FRINFT

5 S1 4- 8 43 1 4- 8

7 S1 27-10 6 1 27-10

7 S2 18- 4 6 1 18- 4

4 C1 3- 4 87 4 3 3 0- 6 0- 6

4 C2 4- 6 20 1 4- 6

4 C3 7- 4 18 4 3 3 2- 6 0- 6

5 C1 8- 5 16 10 7- 6 • 0-10

5 C2 1- 3 10 1 1- 3

5 C3 8-11 24 10 8- 0 • 0-10

5 C4 4- 4 16 10 3- 5 0-11

5 C5 4- 3 9 10 3- 5 0-10

5 C6 20- 4 1 11 5- 5 7- 5 • 7- 5 •

5 C7 5- 6 2 1 5- 6

7 C1 5- 6 18 1 5- 6

7 C2 7- 6 14 1 7- 6

4 W1 3-10 72 11 1- 6 1- 2 1- 2

4 W2 5- 4 6 11 1- 6 1-11 1-11

4 W3 3- 1 4 10 2- 2 0-10 ƒ

4 W4 2- 5 4 1 2- 5

5 W1 6- 6 13 1 6- 6

5 W2 8- 6 13 26 1- 3 ‚ 1- 0 1- 0 5- 2 ƒ

5 W3 5- 2 2 1 5- 1 •

6 W1 11-10 21 1 11-10

6 W2 9- 7 1 1 9- 7

6 W3 3- 6 12 1 3- 6

6 W4 4- 6 10 1 4- 6

8 W1 16- 0 12 1 16- 0

8 W2 8- 2 12 1 8- 1 •

8 W3 7- 2 2 1 7- 1 •

8 W4 5- 1 12 1 5- 0 •

8 W5 4- 1 2 1 4- 0 •

8 W6 6- 5 4 10 5- 0 • 1- 4

8 W7 5- 5 2 10 4- 0 • 1- 4

DATE: 8/28/14

PHASE IV PLAN SUBMITTAL

PLANS PREPARED BY:

SHEET DESCRIPTIONSHEET NO.

NO.

SHEET

YEAR

FISCAL

1:46:54 PM f:\project\5139222\CADD\signals\KEYSSG01.DGNUSER: 5brownd 8/28/2014

COLLIER COUNTY PROJECT MANAGER:

T-1N/A

INDEX OF SIGNALIZATION PLANS

BEE LINEEXPRESSWAY

FLO

RID

A S

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

BOARD OF COUNTY COMMISSIONERS

PROJECT LOCATION

Consulting Engineers of Florida, LLC

American

Task Order No. EDO14-005

Vender No. F04368234001


Phone: (813) 435-2600 Fax: (813) 435-2601

Wesley Chapel, Florida 33544

2818 Cypress Ridge Blvd, Suite 200

PLANS OF PROPOSED

SIGNALIZATION PLANS

CONSIDERED WHEN OBTAINING SCALED DATA.

SIZE BY REPRODUCTION. THIS MUST BE

THESE PLANS MAY HAVE BEEN REDUCED IN

ATTENTION IS DIRECTED TO THE FACT THAT

58069FLORIDA P.E. NO.:

DATE:

(SEAL)AKRAM M. HUSSEIN, P.E.

REVISIONS

DATE BY DESCRIPTION

REVISIONS

DESCRIPTIONBYDATE

R. SHANE COX, P.E.

COMPONANTS OF CONTRACT PLAN SET

DATED MAY 2014.

COLLIER COUNTY TECHNICAL SPECIAL PROVISIONS

AS AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION DATED 2014,

AND STANDARD SPECIFICATIONS FOR ROAD AND

DESIGN STANDARDS DATED 2014,

FLORIDA DEPARTMENT OF TRANSPORTATION,

GOVERNING STANDARDS AND SPECIFICATIONS:

COLLIER COUNTY

Rattlesnake Hammock Road (CR864)

County Barn Road (CR268) at

COLLIER COUNTY PROJECT NO. 51101

LASIP - COUNTY BARN ROAD

DISTRICT 5: TIM NANCE

DISTRICT 4: FRED COYLE

DISTRICT 3: TOM HENNING

DISTRICT 2: GEORGIA HILLER

DISTRICT 1: DONNA FIALA

SIGNALIZATION PLANS

ROADWAY PLANS

STANDARD MAST ARM ASSEMBLIES DATA TABLE

STANDARD MAST ARM TABULATION

GUIDE SIGN WORKSHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

T-7

T-6

T-5

T-4

T-3

T-2

T-1

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\TABQSG01.DGN1:46:55 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:

NAME APPROVED BY:PREPARED BY:

CHECKED BY:

DRAWN BY:

SUPERVISED BY: Lic. No. 58069


DHB

CNO

DHB

AKRAM M. HUSSEIN, P.E.

3/25

3/25

3/25

APPROVEDDATENO.

Certificate of Authorization No. 9302Phone: (813) 435-2600 Fax: (813) 435-2633Wesley Chapel, Florida 335442818 Cypress Ridge Blvd.Suite 200

LASIP - COUNTY BARN ROADNO.

PROJECT

51101

ENGINEERING DEPARTMENT

COLLIER COUNTY TRANSPORTATION

NAPLES, FLORIDA 34104

2885 SOUTH HORSESHOE DRIVE

TRAFFIC OPERATIONS DIVISION

QUANTITIES

TABULATION OF

TABULATION OF QUANTITIES

ITEM NO.

PAY

SHEET

REF.

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLAN FINALPLAN PLANFINALPLANFINALPLAN FINALPLANFINAL

T-4 TOTAL

GRAND

SHEET

THIS

TOTAL

T-2

630-2-11 CONDUIT (F&I) (OPEN TRENCH) LF 507 507 507

630-2-12 CONDUIT (F&I) (DIRECTIONAL BORE) LF 210 210 210

632-7-1 SIGNAL CABLE (NEW OR RECONSTRUCTED PI 1 1 1

INTERSECTION-F&I)

633-1-121 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (2 to 12) LF 270 270 270

633-2-31 FIBER OPTIC CONNECTION HARDWARE (INSTALL) (SPLICE) EA 12 12 12

633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 1 1

(SPLICE ENCLOSURE)


(BUFFER TUBE FAN OUT KIT)


(PATCH PANEL FIELD TERMINATED)


(CONNECTOR PANEL)

635-2-11 PULL & SPLICE BOX (F&I) (13x24 STANDARD SIZE) EA 17 17 17

639-1-121 ELECTRICAL POWER SERVICE (UNDERGROUND) AS 1 1 1

(FURNISHED BY POWER COMPANY)

639-2-1 SIGNALS-ELECTRICAL SERVICE WIRE (F&I) LF 24 24 24

641-2-12 PRESTRESSED CONCRETE POLE (F&I) (TYPE P-II EA 1 1 1

SERVICE POLE)

646-1-11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL) EA 4 4 4

649-31-102 STEEL MAST ARM ASSEMBLY (F&I) EA 1 1 1

(150 W/SIGNAL BACKPLATES) (46)

649-31-115 STEEL MAST ARM ASSEMBLY (F&I) EA 1 1 1

(150 W/SIGNAL BACKPLATES) (46-60)

650-1-311 TRAFFIC SIGNAL (F&I) (3-SECT-1 WAY) (ALUMINUM) AS 7 7 7



653-191 PEDESTRIAN SIGNAL (F&I) (LED-COUNTDOWN) (1 WAY) AS 4 4 4

660-1-109 LOOP DETECTOR-INDUCTIVE (F&I) (TYPE 9, 2 CH, SS, RM) EA 5 5 5

660-2-106 LOOP ASSEMBLY (F&I) (TYPE F) AS 6 6 6

660-3-11 VEHICLE DETECTION SYSTEM-MICROWAVE (F&I) (CABINET EA 2 2 2

EQUIPMENT)

660-3-12 VEHICLE DETECTION SYSTEM-MICROWAVE (F&I) (ABOVE EA 2 2 2

GROUND EQUIPMENT)

663-1-112 SIGNAL PRE-EMPTION SYSTEM (F&I) (OPTICAL)(DETECTOR) EA 3 3 3

665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD) EA 4 4 4

670-5-110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) AS 1 1 1

682-1-13 CCTV CAMERA (F&I) (DOME ENCLOSURE, EA 1 1 1

NON-PRESSURIZED)

685-106 SYSTEM AUXILIARIES (F&I) (UNINTERRUPTIBLE POWER EA 1 1 1

SOURCE)

685-120 SYSTEM AUXILIARIES (F&I) (TELEMETRY TRANSCEIVER) EA 1 1 1

685-128 SYSTEM AUXILIARIES (F&I) (INTERFACE PANEL) EA 1 1 1

690-10 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL EA 7 7 7

690-20 SIGNAL PEDESTRIAN ASSEMBLY, REMOVE EA 3 3 3

690-34-1 COMPLETE POLE REMOVAL-DEEP (DIRECT BURIAL) EA 2 2 2

690-50 CONTROLLER ASSEMBLY-REMOVE (COMPLETE ASSEMBLY) EA 1 1 1

690-60 DETECTOR VEHICLE ASSEMBLY REMOVE EA 2 2 2

690-70 DETECTOR PEDESTRIAN ASSEMBLY, REMOVE EA 3 3 3

690-80 SPAN WIRE ASSEMBLY, REMOVE EA 1 1 1

690-90 REMOVE CONDUIT & CABLING PI 1 1 1

690-100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVE PI 1 1 1

700-5-22 INTERNALLY ILLUMINATED SIGN (F&I, OVERHEAD MOUNT) EA 3 3 3

(12-18 SF)

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\GNNTSG01.DGN1:46:55 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:


CHECKED BY:

DRAWN BY:



DHB

CNO

DHB


3/25

3/25

3/25

APPROVEDDATENO.



PROJECT

51101






GENERAL NOTES

T-3

GENERAL NOTES PAY ITEM NOTES

1-877-832-6747TECO PEOPLES GAS

(239) 432-1805(MARK COOK)COMCAST CABLE

1-800-432-4770SUNSHINE STATE ONE-CALL CENTER

(239) 263-6214CENTURYLINK

(239) 353-6045FLORIDA POWER & LIGHT COMPANY

(239) 252-6239(PAM LIBBY)COLLIER COUNTY WATER DISTRIBUTION

(239) 252-2600(STEVE NAGY)COLLIER COUNTY WASTEWATER COLLECTIONS

15. FOR REMOVED SIGNAL EQUIPMENT CLAIMED BY MAINTAINING AGENCY, CONTACT GREGORY GARCIA.

PH: 239-252-8260

NAPLES, FL 34104

2885 SOUTH HORSESHOE DR.

COLLIER COUNTY TRAFFIC OPERATIONS

GREGORY GARCIA

9-8.1 (h), PROVIDE AS-BUILT PLANS IN ELECTRONIC FORM (PDF) TO:

14. AT THE COMPLETION OF THE PROJECT, IN ADDITION TO THE REQUIREMENTS OF STANDARD SPECIFICATION

UTILITY AGENCY / OWNERS:

IN ADVANCE OF THE BEGINNING OF CONSTRUCTION ON THE JOB SITE.

AGENCIES LISTED WITHIN OR IMPACTED BY THESE PLANS. NOT LESS THAN TWO (2) FULL BUSINESS DAYS

SUNSHINE ONE CALL OF FLORIDA INC. (1-800-432-4770) AND SHALL ALSO NOTIFY THOSE UTILITY OWNERS/

13. THE CONTRACTOR TO NOTIFY UTILITY OWNERS OF ANY EXCAVATION OR DEMOLITION ACTIVITY THROUGH

12. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.

INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

APPROXIMATE ONLY. THE VERIFIED LOCATION/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN.

Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED

11. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED

PH: 239-252-8260

NAPLES, FL 34104

2885 SOUTH HORSESHOE DR.

COLLIER COUNTY TRAFFIC OPERATIONS

GREGORY GARCIA

CONTRACTOR SHALL CONTACT THE TRAFFIC SIGNAL INSPECTOR/LIAISON:

10. AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO BEGINNING THE TRAFFIC SIGNAL INSTALLATION,

INFORMATION, SEE PAVEMENT MARKING PLANS.

9. PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. FOR PAVEMENT MARKING DESIGN

8. MAINTAINING AGENCY: COLLIER COUNTY

BOUND THROUGH MOVEMENTS USE MICROWAVE CONTROLLER DILEMMA ZONE DETECTION.

7. INSTALL NEW INDUCTIVE LOOPS ON ALL MOVEMENTS WITH THE EXCEPTION OF THE EAST AND WEST

COUNTY TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.

6. ALL INDUCTIVE LOOPS SHALL BE 6’ X 40’ TYPE ‘F’ INSTALLED ACCORDING TO THE COLLIER

5. ELECTRICAL SERVICE SHALL NOT BE MOUNTED ON SIGNAL CONTROLLER CABINET.

NOTED.

4. ELECTRICAL POWER SERVICE CONDUIT (ABOVEGROUND) SHALL BE RIGID ALUMINUM UNLESS OTHERWISE

3. INDUCTANCE LOOPS SHALL HAVE AT LEAST 3 TURNS OF WIRE TO BETTER APPLY SENSITIVITY.

2. ALL SIGNAL HEADS MOUNTED ON MAST ARM SUPPORTS SHALL BE RIGID MOUNTED.

TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.

1. TRAFFIC SIGNAL INSTALLATION SHALL BE IN ACCORDING TO THE COLLIER COUNTY SIGNALIZATION

NECESSARY FOR INSTALLATION.

FOR THE INSTALLATION OF A PHOTOELECTRIC CELL INSIDE THE CONTROLLER CABINET. COST INCLUDES ALL HARDWARE

BREAKER LOCATED INSIDE THE CONTROLLER CABINET. THIS ITEM SHALL INCLUDE A PLEXIGLASS WINDOW KIT (LIGHT ACCESS)

LOCATED INSIDE THE CONTROLLER CABINET AND PHOTOELECTRIC CELL CONDUCTORS TO DEDICATED 15 AMP/120 VOLT CIRCUIT

STREET NAME SIGNS. CONNECT INTERNALLY ILLUMINATED STREET NAME SIGN CONDUCTORS TO PHOTOELECTRIC CELL

MOUNTED FREE SWINGING ON POLE BRACKET ARM ATTACHED TO POLE. USE LED (EDGE LIT TYPE) INTERNALLY ILLUMINATED

ON THE MAST ARM TABULATION SHEET IN THIS PLANS SET. ALL INTERNALLY ILLUMINATED STREET NAME SIGNS TO BE

INTERNALLY ILLUMINATED STREET NAME SIGN POLE BRACKET SUPPORT TO BE PAINTED PER PAINTING INSTRUCTIONS SHOWN

700-5-22:

SYSTEM AND SHALL INCLUDE 110W/ETHERNET AND SNMP (PROTOCOL).

WITH MANUFACTURER'S SPECIFICATIONS. UPS EQUIPMENT TO BE COMPATIBLE WITH MAINTAINING AGENCY'S EXISTING

DATED, MAY 2014. ATTACH UPS UNIT TO OUTSIDE OF THE CONTROLLER CABINET. INSTALL UPS UNIT IN ACCORDANCE

UNINTERRUPTIBLE POWER SUPPLY UNIT (UPS) SHALL MEET THE COLLIER COUNTY SIGNALIZATION TECHNICAL PROVISIONS

685-106:

COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.

COST OF CCTV CAMERA SHALL INCLUDE ALL MOUNTING HARDWARE AND SHALL BE INSTALLED ACCORDING TO THE COLLIER

682-1-13:

TO NEW CONTROLLER FOR RECONNECTION OF FIBER OPTIC INTERCONNECT / ETHERNET CABLE.

TRAFFIC SIGNAL SYSTEM. RELOCATE FIBER OPTIC CONNECTION COMPONENTS OR EQUIPMENT FROM EXISTING CONTROLLER

WITH OPTIONAL DATA KEY READER AND DATA KEY CARD COMPATIBLE WITH THE EXISTING COLLIER COUNTY COMPUTERIZED

DATED, MAY 2014. THE TRAFFIC CONTROLLER SHALL BE AN EAGLE EPAC MODEL NO. 3108M52, OR APPROVED EQUIVALENT,

CONTROLLER ASSEMBLY SHALL E A TYPE 6 AND MEET THE COLLIER COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS

670-5-110:

TECHNICAL SPECIAL PROVISIONS, DATED MAY, 2014.

VEHICLE PREEMPTION. EMERGENCY VEHICLE DETECTION SYSTEM SHALL MEET THE COLLIER COUNTY SIGNALIZATION

ELECTROMECHANICAL RELAY INTERFACE PANEL” SHALL BE INCLUDED WITH THE PAY ITEM NUMBER FOR THE EMERGENCY

THE “EMERGENCY VEHICLE DETECTOR WITH CONFIRMATION LIGHT” AND “EMERGENCY CONFIRMATION LIGHT WIRING WITH

COMPONENTS SHALL BE COMPATIBLE WITH A TS2, TYPE 1 CONTROLLER ASSEMBLY. THE COST TO FURNISH AND INSTALL

INSTALLATION OF A FULLY OPERATIONAL EMERGENCY VEHICLE DETECTION SYSTEM. EMERGENCY VEHICLE DETECTION

EMERGENCY DETECTION SYSTEM. THIS PAY ITEM NUMBER SHALL INCUDE ALL COMPONENTS AND WIRING FOR THE

EMERGENCY VEHICLE DETECTION SHALL BE COMPATIBLE WITH THE GLOBAL TRAFFIC TECHNOLOGIES INFRARED OPTICOM

663-1-112:

TERMINATION POINT. FOR INCREASED SENSITIVITY, INDUCTANCE LOOPS TO HAVE A MINIMUM OF THREE TURNS OF WIRE.

PERMANENTLY MARK EACH LOOP PER PHASE AND PER VEHICLE MOVEMENT AT EACH SPLICE POINT AND AT THE CABINET

660-2-106:

BACKPLATES WITH A 2" YELLOW REFLECTORIZED (TYPE III REFLECTIVITY) OUTER EDGE BORDER.

SIGNAL CABLE TERMINATION IN SIGNAL HEADS SHALL BE TO A TERMINAL STRIP. USE LOUVERED ALUMINUM SIGNAL HEAD

650-1-311, 650-1-411 & 650-1-511:

DEPARTMENT CURRENTLY UTILIZES AMERON COATINGS PSX 700T3, COLOR #510007-217 “ENGLISH IVY”, FINISH: HIGH GLOSS.

MAST ARM DEFAULT FINISH COLOR COAT SHALL BE FEDERAL CODE COLOR RAL 6005. FOR REFERENCE PURPOSES THE

USE THREE 2" AND ONE 3/4" CONDUITS STUBBED OUT THROUGH THE MAST ARM POLE FOUNDATION AND TEMPORARILY SEAL.

649-31-102 & 649-31-115:

ACCORDING TO THE COLLIER COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS DATED, MAY 2014.

USE A BONDING WIRE FROM ELECTRICAL SERVICE POINT TO CONTROLLER. TRAFFIC SIGNAL INSTALLATION SHALL BE

639-2-1:

SHALL BE INCLUDED AS PART OF PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY.

SERVICE TO DETERMINE IF A SERVICE PROCESSING OR CONNECTION FEE IS REQUIRED. THE COST OF ANY SUCH FEE

LIGHTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY PROVIDING ELECTRICAL POWER

40 AMP/120 VAC FOR TRAFFIC SIGNAL FUNCTIONS AND ONE 30 AMP/120 VAC FOR ILLUMINATED SIGNAGE AND/OR STREET

DISCONNECT IS 100 AMP, COMPRISED OF A SIX (6) CIRCUIT DISCONNECT BOX WITH TWO CIRCUIT BREAKERS - ONE

USE GALVANIZE (STEEL) RIGID ABOVEGROUND CONDUIT FOR ELECTRICAL POWER SERVICE. THE ELECTRICAL SERVICE

639-1-121:

BE PLACED A MINIMUM OF 7' FROM THE EDGE OF PAVEMENT.

PULL BOXES ARE TO BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, PULL BOXES SHALL

USE HEAVY DUTY POLYMER CONCRETE CONSTRUCTION PULL BOXES WITH HEAVY DUTY POLYMER CONCRETE COVERS.

635-2-11:

VERIFY THE COLOR CODE OF SIGNAL CABLE WITH THE MAINTAINING AGENCY PRIOR TO WIRING INTERSECTION.

632-7-1:

SHALL BE 3" HDPE CONDUIT.

ALL UNDERGROUND CONDUIT SHALL BE 2", ALL UNDERPAVEMENT CONDUITS SHALL BE 3" AND ALL DIRECTIONAL BORES

630-2-11 & 630-2-12:

10

+00

11+

00

12

+00

ONLY

W

TEL

T

STORM

STORM

STORM

SS

W W

W W

W WW W

STORM

STORM

STORM

STORM

10

+00

11+

00

12

+00

T T

W W

W

TEL

W W W W

T

T

T

W W

C

TT

T

T

WW

G

T

T

T

TT

T

STORM

STORM

STORM

STORM

STORM

STORM

T

L-8

L-8

L-8

D

L-5

L-1

L-2D

R

R

C

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\PLANSG01.DGN1:46:59 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:


CHECKED BY:

DRAWN BY:



DHB

CNO

DHB


3/25

3/25

3/25

APPROVEDDATENO.



PROJECT

51101






SIGNALIZATION PLAN

N

10 40

Feet

0

1

6

6

2

2R

888R

R/

W LIN

E

R/

W LIN

E

R/W LINE

R/W LINE

R/W LINE

R/W LINE

P8

P2P2

A1

B1

630-2-11

649-31-1021 EA

89 LF (4 RUNS)

630-2-11

1 PI

1 AS 670-5-110

632-7-1

685-106

24 LF (8 RUNS)

1 EA

685-1201 EA

685-1281 EA

635-2-114 EA

630-2-11

635-2-11

639-2-1

641-2-12

1 EA

1 AS

1 EA

639-1-121

24 LF

12 LF

630-2-12 101 LF

T-4

5

(CR 864) (45 MPH)RATTLESNAKE HAMMOCK RD

B1

P8

5 EA 660-1-109

660-2-106 1 AS

2 EA 635-2-11

630-2-11

649-31-115 1 EA

633-1-121

1 EA

1 EA

1 EA

1 EA

633-3-11

633-3-14

633-3-16

633-3-17

270 LF

IN PROPOSED CONTROLLERINTERCONNECT CABLETERMINATE 12-C SM

633-2-31 12 EA

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

TI

MIN

G F

UN

CTIO

N EXTENSION

MINIMUM GREEN

5 4

8

6 7

2

1

3

COLLIER COUNTY TRAFFIC ENGINEERING STAFF.

CONTROLLER TIMINGS WILL BE PROVIDED BY

2

DZ-2

DZ-2

DZ-6

DZ-6

690-10

690-34-1

690-50

690-60

690-80

REMOVAL ITEMS

7 EA

2 EA

1 EA

2 EA

1 EA

1 PI

690-100 1 PI

690-90

690-203 EA 690-70 3 EA

1 COMMUNICATION)1 PEDESTRIAN,1 LOOP, 1 SIGNAL,5 RUNS (1 SPARE,

C1C1

C1

C1

660-2-106 3 AS

WALK (TYP)2' FROM CROSS6' x 40' "TYPE F"

RD (4

5

MP

H)

CO

UN

TY B

AR

N

(TYP)BEYOND STOP BARZONE PLACED 8'6' x 40' DETECTION

630-2-11 29 LF (2 RUNS)

646-1-11

665-1-11 1 EA

1 EA

635-2-11 2 EA

109 LF630-2-12

1 LOOP, 1 SIGNAL)3 RUNS (1 SPARE,

630-2-1153 LF (2 RUNS)

646-1-11

665-1-111 EA

1 EA

2 EA 635-2-11

SERVICE POLE. SEE NOTE 4.INSTALLED ON CONCRETEAND DISCONNECT SHALL BEPOWER SERVICE METER BASE

630-2-11 46 LF

OPTIC PULL BOXCABLE INTO EXSITING FIBERSPLICE 12-C SM INTERCONNECT

630-2-11 15 LF (2 RUNS)

646-1-11

665-1-11 1 EA

1 EA

635-2-11 4 EA

171 LF (4 RUNS)

630-2-11

646-1-11

665-1-11 1 EA

1 EA

(TYP)FROM CROSS WALKZONE PLACED 2'6' x 40' DETECTION

660-2-1061 AS

635-2-11 2 EA

4-SECT., 1-WAY

2 AS

650-1-411

R GSY FY

3-SECT., 1-WAY

2 AS

650-1-311

R Y G

3-SECT., 1-WAY

5 AS

650-1-311

R Y G

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-191

YGYR

5-SECT., 1-WAY

1 AS

G

650-1-511

C1

9" X 15"

R10-3e

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

TIMER

FLASHING

52 LF (2 RUNS) 630-2-11

OPTICOM

660-3-121 EA

2 EA 660-3-11

DETECTORMICROWAVE

DETECTORMICROWAVE

660-3-12 1 EA

1 EA682-1-13

16 LF

2 EA 663-1-112

1 EA 663-1-112

OPTICOM

WALK2' FROM CROSS6' x 40' "TYPE F"

AR

M 1

ARM 2

BAR8' BEYOND STOP6' x 40' "TYPE F"

660-2-106 1 AS

BAR8' BEYOND STOP6' x 40' "TYPE F"

B1

A1

700-5-22 3 EA

ADJUSTING AS DIRECTED BY PROJECT ENGINEER.

DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

DETECTORS FOR LOOPS/ZONES

0

0

0 1

0

5

0

0

L-5

DZ-2

L-1

L-8D

L-8

DZ-6

2

1 1

2

2

1

2

1

2

1

2

DETS.

NEW

NO. OF

ZONES

LOOPS/

NO. OF

(SEC)

TIME

DELAY

DETS.

EXIST.

NO. OF

0 5L-2D 1 1

ZONE

LOOP/

STA. 10+77.17

90.64' LT

POLE LOCATION=

1 EL=10.16

STA. 9+77.97

8.96' RT

POLE LOCATION=

2 EL=10.27

£ SURVEY

EL=10.50

EL=10.71

8R8 51 62

P2 P8 2R

SIGNAL HEAD DETAILS

4. COLLIER COUNTY TO PROVIDE SIGNAL TIMINGS.

SPECIAL PROVISIONS DATED, MAY 2014.

COLLIER COUNTY SIGNALIZATION TECHNICAL

3. TRAFFIC SIGNAL WIRING SHALL MEET THE

MOVEMENTS SHALL FLASH RED.

AND 6 SHALL FLASH YELLOW. ALL OTHER VEHICLE

(C) WHEN SIGNAL IS IN FLASHING MODE, MOVEMENTS 2

(B) EMERGENCY VEHICLE PRE-EMPTION.

2 (P2) AND 8 (P8).

(A) CONCURRENT/ACTUATED PEDESTRIANS FOR MOVEMENTS

2. CONTROLLER SHALL OPERATE AS A MODIFIED SOP 7.

AND MINOR STREET IS COUNTY BARN ROAD, (MOVEMENTS 8 & 8R).

1. MAJOR STREET IS RATTLESNAKE HAMMOCK ROAD (MOVEMENTS 1, 2, 2R, 5 & 6),

CONTROLLER OPERATIONS:

AT APPROXIMATE STA. 10+93.35, 68.35' LT.

4. POWER SERVICE POINT TO BE AT POWER POLE LOCATED

BOX.

BOXES AT THE CONTROLLER BASE, 4 RUNS TO EACH PULL

RUNS FROM THE CONTROLLER CABINET TO THE PULL

3. THE CONTRACTOR SHALL PROVIDE A TOTAL OF 8 CONDUIT

FOR THE CONNECTION.

ENOUGH CONDUCTOR IN PULL BOX AT BASE OF POLE

CONNECTION AT POWER POLE. CONTRACTOR TO COIL

2. POWER SOURCE: FLORIDA POWER & LIGHT (FPL) TO MAKE

THE PLANS AND INDEX 17504 AND 17736.

INSTALLED ON CONCRETE SERVICE POLE AS SHOWN ON

1. POWER SERVICE METER BASE AND DISCONNECT SHALL BE

NOTES:

LED INTERNALLY ILLUMINATED SIGNSMODIFIED S.O.P. 7

PHASE 1 PHASE 3

PHASE 2

1

52

6

PHASE 2

OR

6

1

8

P2

P22

5

P8

PHASE 4

8R

2R

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\GSWKSG01.DGN1:47:00 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:


CHECKED BY:

DRAWN BY:



DHB

CNO

DHB


3/25

3/25

3/25

APPROVEDDATENO.



PROJECT

51101






GUIDE SIGN WORKSHEET

BORDER

X

PANEL

Y WID HT

QTY

SYMBOL(S)

SIGN NAME

WIDTH

HEIGHT

LEGEND

COLOR

ANGLE

WIDTH

RADII

COLOR

SIGNNUMBER

STATION(S)

SIGN

NUMBER

NUMBER COLUMN SIZE AVERAGELENGTH

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

X

Y

SIGN NAME QTYSIGN

NUMBERSTATION(S)

PANEL BORDER

WIDTH

HEIGHT

LEGEND

COLOR

SYMBOL(S) ANGLE

WIDTH

RADII

COLOR

WID HT

SIGN

NUMBER

NUMBER

OF POSTS

CLEARANCE

Edge Of Lane

COLUMN SIZE AVERAGE

LENGTH

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

X Y

SIGN NAME QTYSIGN

NUMBERSTATION(S)

PANEL BORDER

WIDTH WIDTH

HEIGHT RADII

COLORLEGEND

COLOR

SYMBOL(S) ANGLE WID HT

SIGN

NUMBER

NUMBER

OF POSTS

CLEARANCE

Edge Of Lane

COLUMN SIZE AVERAGE

LENGTH

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY COPY

COPY

SPACE

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

COPY

SPACE

OF POSTS

CLEARANCE

Edge Of Lane

X

Y

SIGN NAME QTYSIGN

NUMBERSTATION(S)

PANEL BORDER

WIDTH

HEIGHT

LEGEND

COLOR

SYMBOL(S) ANGLE

WIDTH

RADII

COLOR

WID HT

SIGN

NUMBER

NUMBER

OF POSTS

CLEARANCE

Edge Of Lane

COLUMN SIZE AVERAGE

LENGTH

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

COPY

COPY

SPACE

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

COPY

SPACE

T-5

7.15" 81.7" 7.15"

8'-0"

4.5"

8"EM

5"

8"EM

4.5"

2'-

6"

BORDER

TH=1"

IN=0.75"

A1 1

8'-0" 1"

none

2'-6" 0"

White White

Green

10.2

R

7.9

a

7.7

t

5.9

t

6.7

l

4.1

e

6.9

s

7.8

n

7.8

a

8.5

k

7

e

5.3 10.2

L

75.5

7.2

H

8.5

a

8.5

m

12

m

11.3

o

7.2

c

7.8

k

5.3

8

R

7.9

d

5.3 7.2

L

81.7

6.9" 76.2" 6.9"

7'-6"

9"

6"EM

9"

2'-

0"

BORDER

TH=1"

IN=0.75"

B1 2

7'-6" 1"

none

2'-0" 0"

White White

Green

6.9

C

6

o

5.9

u

6.4

n

5.8

t

4.4

y

5.1

6

B

6

a

6.4

r

4.4

n

4

6

R

5.9

d

4 6.9

L

76.2

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\MSSGSG01.DGN1:47:00 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:


CHECKED BY:

DRAWN BY:



DHB

CNO

DHB


3/25

3/25

3/25

APPROVEDDATENO.



PROJECT

51101






G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

TOTAL ARM LENGTH

SIGN ASIGN B

A

124 3

W2

5

B

H2

W1

H1

"UG"

ARM NO. 1 - SINGLE ARM POLE

COUNTERCLOCKWISE DIRECTION FROM ARM NO.1.

LUMINAIRE - ORIENTATION TO BE MEASURED IN A

"LL"

LUMINAIRE

** ONLY FOR FUTURE MAST ARM LOADING.

INTERNALLY ILLUMINATED SIGN "A" RIDGED MOUNTED ON MAST ARM

H5 W5

SIGN E

***

FREE-SWINGING SIX (6") INCHES BELOW ARM FACE PLATE.

*** INTERNALLY ILLUMINATED SIGN "E" SHALL BE MOUNTED

1 CAMERA

VIDEO DETECTION

CD

SIGN C

SIG

N

D

H3

W3

H4

W4

TABULATION

STANDARD MAST ARM

T-6

COLOR

PAINT

W2* *3 B H2W5 C H31 *

SIGN DATA

5 *2* 4 H5A W3

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGNDISTANCE FROM POLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA

NO.

SHEET

NO.

ID

NO.

ARM

RDWY

ELEV.

CROWN

V/H

SIGNAL

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

1

2

LIGHTING DATA

WATTAGELENGTH

ARM

"UG"

HEIGHT

MOUNTING

"LL"

ANGLEPOLE

FROM

DISTANCE

VIDEO

1 2Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

ELEVATION

FOUNDATION

TOP OF

BY STA.

LOCATION

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

� BETWEEN

INDEX 17745.

TO THE FLORIDA DEPARTMENT OF TRANSPORATATION, DESIGN STANDARDS,

G. MAST ARM HOLE SHALL CONTAIN TERMINAL COMPARTMENT ACCORDING

F. MAST ARM CONNECTION PLATE WIRING HOLE DIAMETER SHALL BE 4".

AND SIGN CONFIGURATION/LOCATION.

E. SEE APPROPRIATE PLAN SHEET FOR PROPOSED SIGNAL HEAD ALIGNMENTS

MAY BE REQUIRED.

D. INFORMATION BELOW IS FOR DESIGN PURPOSES ONLY. FIELD ADJUSTMENTS

ELEVATIONS LISTED HEREIN.

C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL

ITSELF AND THE POLE SHAFT.

SHALL BE OF SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN

BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS

SHALL BE GALVANIZED STEEL OR CAST ALUMINUM AND SHALL BE SECURED

B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED)

POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.

ONE INCH (1") HIGH ENGRAVED OR IMPRESSED MARK WHICH BEARS THE

A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT

SPECIAL NOTES:

1 T-5 10+77.17 10.16 10.50 H Y N 5.3' 5 16.3' 3 27.3' 3 38.3' 4 42' 20.8' 21.8' 2'-0" 7'-6" GREEN

2 T-5 9+77.97 10.27 10.71 H Y N 14.9' 3 25.6' 3 47.5' 4 50.5' 21.0' 90° 7.2' 2'-0" 7'-6" GREEN

H Y N 19.0' 3 30.0' 3 40.9' 3 46' 7.2' 2'-6" 8'-0" GREEN

8/28/2014USER: 5brownd f:\project\5139222\CADD\signals\MSSGSG02.DGN1:47:01 PM

DESCRIPTION

REVISIONS

NO.

SHEETDATE

DESIGNED BY:


CHECKED BY:

DRAWN BY:



ECE

RAH

ECE

RICHARD A. HUNTER, P.E.

8/14

8/14

8/14

APPROVEDDATENO.


CR 524 (RIDGE ROAD) AND CONGRESS STREETNO.

PROJECT

X10592.00






ASSEMBLIES DATA TABLE

STANDARD MAST ARM

T-7

D3 32.1 9.51 S2 23.8 20.8 14.7

D5 26.3 9.32 D4 S4 24.0 21.0 22.7

Pole 1 D3-S2

Pole 2 D5-D4-S4

site.

drill bits, etc. due to the presence of a high caprock layer at the project

methods including, but not limited to, core barrels, rock augers, punches,

The contractor shall anticipate the use of specialized equipment and/or4.

Work with Index Nos. 17743 and 17745.3.

Design Water Table is taken at surface.

Soil Weight = 53.7 pcf

Soil Friction Angle = 31.6 deg.

Soil Type Sand

Pole 2 SE Corner:

Design Water Table is taken at surface.

Soil Weight = 54.6 pcf

Soil Friction Angle = 31.5 deg.

Soil Type Sand

Pole 1 NW Corner:

by Ardaman & Associates, Inc. Assumptions and Values used in design:

Foundation design based on Borings taken 05-2014 and sealed2.

requirement, and pedestrian features.

non-standard Handhole location, paint color, terminal compartment

See "Mast Arm Tabulation" for special instructions that include

Work this sheet with the Signal Designer's "Mast Arm Tabulation".1.

GENERAL NOTES:

(4)SPECIAL DRILLED SHAFT

RBRA(ft.)

DB

(ft.)

DA

(in.)

UCA(3)

(ft.)

UB

(ft.)

UAA(3)

TYPE

POLE

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(2)

(in.)

FBA(2)

(ft.)

FAA

TYPE

ARM(2)

(in.)

FBA(2)

(ft.)

FAA

FIRST ARM

TYPE

ARM

(1)

NUMBERS

ASSEMBLY

NUMBERS

ID

STRUCTURE

Table Date 01-01-12

RC(in.)

RD

= 50 lbs. / cu. ft. (assumed saturated)Unit Weight

= 30 Degrees (30°)Friction Angle

= Cohesionless (Fine Sand)Classification

information if site conditions dictate drilled shafts with additional foundation capacity.

of soil types found in Florida. Only complete the "Special Drilled Shaft" data

based upon the following conservative soil criteria which covers the great majority

The foundations for Standard Mast Arm Assemblies are pre-designed and are4.

be increased from "UC" to "UCA".

height shall be shortened from "UA" to "UAA" and the pole tip diameter shall

This is obtained by removing length from the pole tip. For these cases the pole

If an entry appears in columns "UAA" and "UCA", a shorter pole is required.3.

be increased from "FB" to "FBA".

arm length shall be shortened from "FA" to "FAA" and the tip diameter shall

This is obtained by removing length from the arm tip. For these cases the mast

If an entry appears in columns "FAA" and "FBA", a shorter arm is required.2.

= E# - E# - T#

First Arm Type - Second Arm Type - Pole Type = D# - D# - S#

Double Arm:

= E# - T#

Arm Type - Pole Type = D# - S#

Single Arm:

Assembly Number Legend1.

TABLE NOTES:

a rundage, inc. edward f. tryka, iii, p.e. collier …dnhiggins.com/docs/14-6349 spec - plans pg...

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