N.T.S.

N

SHEET NO. SHEET DESCRIPTION

PROJECT LOCATION

VICINITY MAP

NOT TO SCALE

ENGINEER OF RECORD:

DATE:

www.callsunshine.com

KNOW WHAT'S BELOW

ALWAYS CALL 811

BEFORE YOU DIG

.START OF WORK OPERATIONS

CONTRACTOR PRIOR TO THE

SHALL BE VERIFIED BY THE

CONSIDERED APPROXIMATE AND

ON CONST. PLANS ARE TO BE

ALL EXISTING UTILITIES SHOWN

It's the law.

It's fast. It's free.

ADAM AHMAD, P.E. P.E. NO. 72472

INDEX OF PLANS

COLLIER COUNTY

PLANS OF PROPOSED:

PROJECT LOCATION MAP

COUNTY

COLLIER

NO.

SHEET

SECTION 35, TOWNSHIP 49S, RANGE 26E

LOCATION

PROJECT

KEY SHEET1

HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

SPECIFICATIONS CAN BE FOUND AT THE FOLLOWING WEBSITE:

THE PUBLIC RIGHTS-OF-WAY, COLLIER COUNTY, FLORIDA.

LATEST EDITION OF THE CONSTRUCTION STANDARDS HANDBOOK FOR WORK WITHIN

FOR ROAD AND BRIDGE CONSTRUCTION.

FLORIDA DEPARTMENT OF TRANSPORTATION, JANUARY 2021 STANDARD SPECIFICATIONS

FISCAL YEAR 2021-22.

FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD PLANS

GOVERNING STANDARDS AND SPECIFICATIONS:

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

PHONE: (239) 273-8894

NAPLES, FL 34109

9010 STRADA STELL CT, SUITE 108

CAPITAL CONSULTING SOLUTIONS

TYPICAL SECTION

TOPOGRAPHIC SURVEY

4 CLEARING & GRUBBING PLAN

CROSS SECTIONS

UTILITY ADJUSTMENTS

2 EROSION CONTROL & GENERAL NOTES

PHONE: (239) 252-6245

NAPLES, FL 34117

3851 CITY GATE DRIVE

COLLIER COUNTY

OWNER:

A/PU

ZONING DESIGNATION:

LESS REFERENCED PAR A DESC IN OR 3965 PG 2871.

S89DEG W690.82FT, N653.80FT, S89DEG W454.28FT, N100FT POB

N31DEG E 70.02FT, S58DEG 761.56FT, S1066.70FT, S332.74FT,

N89DEG E100FT, N50FT POB N89DEG E456.51FT, N994.98FT,

PG 1257 FURTHER DESC AS: COMM 1/4 CNR SEC 35, N1382.43FT,

35 49 26 PARCEL 3.1 WATER TREATMENT PLANT DESC IN OR 1022

LEGAL DESCRIPTION:

AGENT:

OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD.

NOTE: THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION

-- FY 2021-22 FDOT STANDARD PLANS INDICES

8 INTERSECTION DETAIL SHEET

ENTRANCE PLAN

ENTRANCE LAYOUT & PROFILE

INSUBSTANTIAL CHANGE TO SDPA 20200001743

PROPERTY ID NO: 00298280001

3851 CITY GATE DR., NAPLES, FL 34117

ENTRANCE IMPROVEMENTS

REGIONAL WATER TREATMENT PLANT PU-81-14C

SITE DEVELOPMENT SOUTH COUNTY

REVISED SEPT. 14, 2022

CONSTRUCTION PLANS

3 4

9-14-22 4 SOUTH & NORTH SIDE REVISIONS.

C.L. FENCE & MINOR REVISIONS.

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN,

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

12-22-21 1 SHEET REVISIONS FOR SWING GATES.

REVISIONS:

DATE DESCRIPTION

REVISIONS

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWIING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. AUG. 16, 2022

JAN. 24, 2022

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

GENERAL NOTES:

V E

R T

IC

A L

SILT FLOW

N.T.S.

EROSION & SEDIMENT CONTROL

FILTER FABRIC

OPTIONAL POST POSITIONS

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

POST OPTIONS: WOOD MIN. 2-1/2"

WOOD = 2" x 4"

OAK = 1-1/2" x 1-1/2"

STEEL = 1.33 LBS / FT. MIN.

FILTER FABRIC (IN

CONFORMANCE W/

SEC. 985 FDOT SPEC.)

ELEVATION

SECTION

EROSION CONTROL NOTES:

6' MAX.

3' OR MORE

12" MIN.

15" TO 18"

8"

PRE-INSPECTION MEETING.

LOCAL PUBLIC WORKS MAINTENANCE DEPARTMENT FOR A SOIL EROSION AND SEDIMENT CONTROL

5. PRIOR TO START OF THE CLEARING AND GRUBBING OPERATIONS, OR ANY SOIL DISTURBANCE, CONTACT

WETLANDS, OFF-SITE FLOODING OR VIOLATION OF WATER QUALITY STANDARDS.

NOT RESULT IN EROSION AND SEDIMENT DEPOSITION IN WETLANDS OR OFF-SITE, ADVERSE IMPACTS TO

4. THIS PLAN PROVIDES REASONABLE ASSURANCE THAT THE PROPOSED CONSTRUCTION ACTIVITIES WILL

DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED CLEAN AFTER CONSTRUCTION.

EROSION CONTROL METHODS AS SHOWN OR APPROVED BY THE PROJECT ENGINEER. ALL NEW AND EXISTING

DRY OR WET WATERCOURSE. RECOMMENDED EROSION CONTROL SHALL CONSIST OF SILT FENCE, OR OTHER

APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A

3. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS.

CONSTRUCTION.

DISTURBED FOUNDATIONS, IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE CAUSED DURING

MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, PHASES OF CONSTRUCTION SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS

MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL

WORK APPEARS TO INTERRUPT AN EXISTING STORM WATER DRAINAGE PATTERN. THE CONTRACTOR SHALL

SHOWN ON THESE PLANS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE

2. ALL EXISTING STORM WATER DRAINAGE PATTERNS AND SWALES OUTSIDE THE CONSTRUCTION AREAS

AND GRUBBING LIMITS.

BE INSTALLED ALONG THE ENTIRE PERMITTER OF THE PROJECT AREA AS ESTABLISHED BY THE CLEARING

1. FOR SILT FENCE SEDIMENT BARRIER, SEE DETAIL THIS SHEET. PROPOSED LOCATION IN THE FIELD SHALL

& GENERAL NOTES

EROSION CONTROL

GRADED AND SODDED AS SPECIFIED IN THE APPROVED CONSTRUCTION PLANS.

UPON COMPLETION OF SITE IMPROVEMENTS, THE WRA'S, SWALES, AND OTHER STORMWATER MANAGEMENT DEVICES WILL BE FINAL

DEVICES CONSISTENT WITH LATEST EDITION OF THE FDOT ROAD DESIGN STANDARD INDICIES WILL BE USED.

OFF SITE DISCHARGE OF UNTREATED STORMWATER WILL BE PREVENTED USING TEMPORARY BERMS AND DIKES WHERE NEEDED.

SLOPE DRAIN PROTECTION WILL BE PROVIDED PER FDOT ROAD DESIGN STANDARDS, LATEST EDITION.

AREAS WHICH MAY ERODE DUE TO SLOPES OR CONCENTRATED RUNOFF DURING CONSTRUCTION WILL BE TREATED. TEMPORARY

ALL DISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED AND MULCHED AS SOON AS POSSIBLE.

SEDIMENT AND RUNOFF CONTROL DURING CONSTRUCTION.

PRIOR TO INITIATING CONSTRUCTION OF PLANNED IMPROVEMENTS, ALL WRA'S WILL BE EXCAVATED AND ROUGH GRADED TO PROVIDE

INFRASTRUCTURE ON SITE (OPEN SPACE, PAVED AREAS, COMMON AREAS, ETC.).

8. COLLIER COUNTY PUBLIC WORKS DEPARTMENT WILL BE RESPONSIBLE FOR MAINTENANCE OF THE

WATER MANAGEMENT FACILITIES.

7. COLLIER COUNTY PUBLIC WORKS DEPARTMENT WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE

STANDARD PLANS, INCLUDING MAINTENANCE OF TRAFFIC INDICES 102-600 SERIES.

REQUIRES A COUNTY PERMIT. COUNTY RIGHT OF WAY STANDARDS APPLY, IN ADDITION TO FDOT FY 2021-22

6. ALL CONSTRUCTION AND MAINTENANCE WORK WITHIN THE COUNTY PUBLIC ROADWAY RIGHT OF WAY

CONSTRUCTION OF WATER AND WASTEWATER FACILITIES SPECIFICATIONS, LATEST EDITION.

5. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE COLLIER COUNTY STANDARDS FOR DESIGN AND

CONSTRUCTION PLANS.

SURFACE FEATURES DEPICTED TO BE REMOVED, ADJUSTED, OR RELOCATED PER

PERSONNEL ALL SITE CONDITIONS, PROPOSED IMPROVEMENTS AND EXISTING

4. CONTRACTOR TO REVIEW AND COORDINATE WITH ENGINEER AND COUNTY

WALLS, GATES, BOLLARDS, FENCING, ETC.

ADJACENT ROADWAY SURFACE FEATURES TO INCLUDE CURBING, SHOULDERS, SIDEWALKS, SIGNAGE,

3. CONTRACTOR TO TAKE CAUTION AND IMPLEMENT NECESSARY MEASURES IN ORDER TO PROTECT

BY ENGINEER TO BE IN CONFORMANCE TO ADA CRITERIA.

2. OVERLAY TRANSITIONS AT ALL AREAS OF PEDESTRIAN ACCESS ARE TO BE COORDINATED AND APPROVED

ENGINEER.

PROPOSED WORK LIMITS ARE TO BE MAINTAINED AS EXISTING UNLESS OTHERWISE DIRECTED BY THE

1. EXISTING CROSS SLOPES, LONGITUDINAL SLOPES, GRADING AND DRAINAGE PATTERNS OUTSIDE OF

GENERAL NOTES (CONT.):

REMOVAL.”

MAINTENANCE DEPT, 239-252-8924, TO SCHEDULE DROP OF DAY/TIME OF SIGNAGE SCHEDULED FOR

10. ALL SIGNAGE WITHING PUBLIC ROADWAY ROW ARE COUNTY ASSETS. CONTRACTOR TO CALL ROAD

GALVANIZED METAL SQUARE TUBULAR SIGNPOST.”

SIGNING AND PAVEMENT MARKINGS SPECIAL PROVISION DETAILS WHICH INDICATE USING A 2.5” X 2.5”

PRIOR TO REMOVAL AND PRIOR TO THE RE-INSTALLATION. CONTRACTOR TO FOLLOW TRAFFIC OPERATIONS

THAT THEIR CURRENT CONDITION IS MAINTAINED. SIGNS/POLES MUST BE INSPECTED AND DOCUMENTED

ACCOMMODATING PROPOSED IMPROVEMENTS IN THE PUBLIC ROADWAY ROW, SHALL BE STORED SUCH

OF OUR SIGN ASSET DATABASE. ALL SIGNAGE/POLES SCHEDULED FOR REMOVAL/RELOCATION WHILE

9. ALL SIGN RELATED WORK TO BE COORDINATED WITH FELIX BURGOS, 239-253-3160, TO MAINTAIN INTEGRITY

W A T E R

W A T E R

WATER

WATER

WATER WATER

IRR

IRR

ARV

SAN

NPW

NPW

SAN

1+00 2+00 3+00 x

E R

C P x

C P

DATE DESCRIPTION

REVISIONS

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWIING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. AUG. 16, 2022

JAN. 24, 2022

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

TOPOGRAPHIC SURVEY

S C

A L E

N

R/W LINE

R/W LINE

R

W

L I N

E R

W

L I N

E

CITY GATE DRIVE

W H

IT

E L

A K

E B

L V

D

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWIING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. AUG. 16, 2022

JAN. 24, 2022

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

S C

A L E

N

R/W LINE

R/W LINE

R

W

L I N

E R

W

L I N

E

CITY GATE DRIVE

W H

IT

E L

A K

E B

L V

D

CLEARING & GRUBBING PLAN

LEGEND:

DENOTES LIMITS OF CLEARING & GRUBBING

.0

E

.7

N

.9

DENOTES LIMITS OF CONCRETE REMOVAL

� CONST

DENOTES LIMITS OF ASPH. PAVEMENT REMOVAL

7. INCLUDES RELOCATION OF SECURITY GATE TURNSTILE.

6. INCLUDES 12 EA OF METAL BOLLARD REMOVAL.

5. INCLUDES 320 LF OF CHAIN LINK FENCE REMOVAL.

4. INCLUDES 12 SY OF CONCRETE SIDEWALK REMOVAL.

3. INCLUDES 40 SY OF CONCRETE CURBING REMOVAL.

2. INCLUDES 372 SY OF ASPH. PAVEMENT REMOVAL.

1. INCLUDES 1530 SY OF TOTAL WORK AREA LIMITS.

CLEARING & GRUBBING FOOTNOTES:

ELEMENTS TO BE REMOVED, RELOCATED OR TO REMAIN.

NOTE: SEE UTILITY ADJUSTMENTS SHEET FOR EXIST. SURFACE

40.77 RT

+46.12

39.42 RT

+47.60

29.71 RT

+38.67

51.60 RT

+40.28

57.09 RT

+40.28

57.09 RT

+09.77

48.50 RT

+11.25

48.50 RT

+84.59

24.86 RT

+84.17

57.70 RT

+24.94

11.64 LT

+78.49

13.84 LT

+78.32

25.40 LT

+82.77

29.52 LT

+77.51

46.16 LT

+74.76

51.40 LT

+79.08

19.27 LT

+29.76

19.27 LT

+73.61

21.90 LT

+09.34

TURNSTILE

SECURITY GATE

PAVEMENT REMOVAL (TYP)

SHEET FOR LIMITS OF ASPH.

SEE ENTRANCE PLAN-PROFILE

39.63 LT

+26.36

48.00 RT

+18.00

W A T E R

W A T E R

WATER

WATER

WATER WATER

IRR

IRR

ARV

SAN

NPW

NPW

SAN

1+00 2+00 3+00 x

C P x

C P

£ CONST.

GROUND

NATURAL

GROUND

NATURAL

TYPICAL SECTION

DATE DESCRIPTION

REVISIONS

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWIING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. AUG. 16, 2022

JAN. 24, 2022

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

MILLING & RESURFACING

RESURFACE W/ SUPERPAVE ASPHALT TYPE SP-9.5 (1.5")

MILL EXISTING ASPHALT PAVEMENT (1.5" CONSTANT DEPTH)

CURB & GUTTER

2' TYPE 'F'

PROPOSED

TYPICAL SECTION

+0.02

TYPE 'D' CURB

PROPOSED

+0.02 -0.02

FULL DEPTH PAVEMENT

-0.03

CURB & GUTTER

2' TYPE 'F'

PROPOSED

CROSS SECTIONS)

(SEE PLAN AND

DEPTH PAVEMENT

PROPOSED FULL

A MIN. OF 12" BEYOND THE BACK OF PROPOSED CURBING.

3. CONTRACTOR SHALL INSTALL ALL STABILIZED ROAD SUB-BASE

AND CONSTRUCTED OVER A COMPACTED BASE.

2. ALL CONCRETE SIDEWALK AND DRIVEWAY TO BE 6" THICKNESS

CROSSWALK PAVEMENT MARKINGS.

1. SEE FDOT STANDARD PLANS INDEX 711-001 FOR HIGH EMPHASIS

GENERAL NOTES:

SUB-GRADE: TYPE B STABILIZATION (LBR 40) (12")

SUB-BASE: OPTIONAL BASE GROUP 9 (10" LIMEROCK) (LBR 100)

SURFACE COURSE: SUPERPAVE ASPHALT TYPE SP-9.5 (1.5")

M

D I A

N

P R

O P

S E

C U

R I T

Y

F

E N

C E

P R

O P

S E

C U

R I T

Y

F

E N

C

X S

E C

T I O

N S

R T

P

G L

S

E E

P

L A

N P

R O

F

X S

E C

T I O

N S

L T

P

G L

S

E E

P

L A

N P

R O

F

14'

AREA

SECURED

EXIST.

AREA

SECURED

EXIST.

VARIES (12' - 24')

RAISED MEDIAN

PROPOSED

(6' - 12')

VARIES

(6' - 12')

VARIES

(18' - 14')

VARIES5.5'

(9.5' - 17.5')

VARIES

TO 3+22

STA 1+26

MILL. & RES.

(OUT-BOUND)

EXIST.

TO 3+10

STA 1+40

RECONST.

(IN-BOUND)

EXIST.

SECTIONS

CROSS

SEE

SPACE

GREEN

EXIST.

SECTIONS

CROSS

SEE

SPACE

GREEN

EXIST.

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

9-14-22 4 SOUTH & NORTH SIDE REVISIONS. REV. SEPT. 14, 2022

JAN. 24, 2022 6

6'R

12'R

M&R LIMITS

'R

'R

'R

'R

'R

CR-E

CR-E

CR-E

6" CONC S/W

CONST 20SY OF

ENTRANCE PLAN

SCALE: 1"=10'

� CONST

E

.7

N

.9

B

E G

IN

C

O N

S T

6'R

.5

'R

STA 2+30 (47.50 RT)

GATE TURNSTILE

RELOCATED SECURITY

R E

C O

N S

T

B E

G

IN

CONC TYPE F C&G

CONST 250LF OF

CONC TYPE F C&G

CONST 134LF OF

C O

N S

T

E N

D

R

E

L

IM

IT

S

M

R

L

IM

IT

S

M

R

SEE NOTE 9

TYP

6'

T Y P

SEE NOTE *

GUARD HOUSE

PROP. 8'x10'

ON A DAILY BASIS.

TO BE COORDINATED WITH COUNTY PERSONNEL

TRAFFIC AT ALL TIMES DURING CONSTRUCTION,

CONTRACTOR SHALL KEEP ONE LANE OPEN TO

ACCESS NOTE:

DBL. YELLOW

90LF OF 6"

S T

O P

4'

'R

STOP BAR +50

16LF 24" WHITE

+50 R1-1 (24"x24")

INDEX 711-001)

(SEE FDOT STD. PLANS

ON PROP. S/W RAMPS.

CROSSWALK CENTERED

10' SPECIAL EMPHASIS

P C

'R

'R

CR-E

CR-D

SURVEY CONTROL: BENCHMARK DATUM = NAVD 1988.

CONC. SIDEWALK CURB RAMP DESIGNATIONCR

PROP. STATION/OFFSET/ELEV. LOCATION

PROP. DRAINAGE, CONCRETE WORK AND FENCING.

FOR ADDITIONAL DETAILS AND INFORMATION ON

SEE FDOT FY 2020-21 STANDARD PLANS INDICES

(SOUTH IN-BOUND LANE)

LIMITS OF RECONSTRUCTION

ENTRANCE PLAN

OF ROADWAY IMPROVEMENTS.

SHEET NO. 7 FOR GEOMETRIC LOCATION

SEE ENTRANCE LAYOUT & PROFILE

NOTE:

DETECTABLE WARNING SURFACE

6" CONC S/W

CONST 45SY OF

6" CONC S/W

CONST 17SY OF

6" CONC S/W

CONST 14SY OF

(BY OTHERS)

CONC. S/W

NOTE 11

(37' RT) SEE

STA 3+02

GATE ARM

IS TO MATCH EXISTING SHALL BE SAWCUT.

5. ALL AREAS OF ASPHALT AND CONCRETE LOCATIONS WHERE RECONSTRUCTION

EXIST. CONDITIONS (SEE SHEET NO. 7, ENTRANCE LAYOUT & PROFILE).

4. ALL STATION / OFFSET LABEL LOCATIONS WITH M.E. DESIGNATION ARE TO MATCH

PULL BOXES, MECHANICAL GATE, WATER PIPING, BOLLARDS, LANDSCAPING, ETC.

BY THE ENGINEER. ABOVE GROUND FEATURES INCLUDE SIGNAGE, WATER VALVES,

OUTSIDE OF PAVEMENT LIMITS AND MAKE ADJUSTMENTS AS NECESSARY OR DIRECTED

3. CONTRACTOR SHALL PROTECT EXISTING ABOVE GROUND FEATURES WITHIN AND

PRIVACY WALL AS IT INTERFACES WITH CITY GATE DRIVE IMPROVEMENTS.

WHITE LAKE BLVD REGARDING FRONTAGE SIDEWALK, ENTRANCE SIGN AND PERIMETER

2. CONTRACTOR SHALL COORDINATE WITH CITY GATE COMMERCE PARK PROJECT ALONG

LOCATION, AND BUILDING CONNECTION FOR ELECTRIC SERVICE, ETC.

INSTALLATION AS IT INTERFACES WITH THE SURROUNDING IMPROVEMENTS, FOUNDATION

1. CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE PROPOSED GUARD HOUSE

CONSTRUCTION NOTES:

(SEE NOTE 10)

STA 2+94 (16' LT)

LEFT (WB OUT-SWING)

BARRIER SWING GATE

G A

T E

G A

T E

LIMITS

RECONST

(SEE NOTE 10)

STA 3+07 (35' RT)

RIGHT (EB OUT-SWING)

BARRIER SWING GATE

20'

NOTE 11

(16' LT) SEE

STA 3+00.00

GATE ARM

(RAISED ISLAND)

'D' CONC CURB

CONST 50LF TYPE

(RAISED ISLAND)

'D' CONC CURB

CONST 176LF TYPE

6" CONC S/W

CONST 6SY OF

ITIONS INFORMATION.

ADDITIONAL EXIST. COND-

DETAIL SHEET NO. 8 FOR

NOTE: SEE INTERSECTION

ITIONS INFORMATION.

ADDITIONAL EXIST. COND-

DETAIL SHEET NO. 8 FOR

NOTE: SEE INTERSECTION

ISLAND POSTS

BETWEEN SWING GATE

16LF PROP. PRIVACY WALL

TYPE 'B' C.L. FENCE

CONST 42LF OF

TYPE 'B' C.L. FENCE

CONST 110LF OF

TYPE 'B' C.L. FENCE

CONST 86LF OF

(NOT IN THIS CONTRACT).

AT A LATER DATE, BY OTHERS.

GUARD HOUSE TO BE INSTALLED

NOTE *3

WALL (240LF)

PROP. 6' PRECAST

WALL (240LF)

PROP. 6' PRECAST 3

(SEE BID SPECS.)

PROP. ENTRANCE SIGN

TO CLEAR CURB & GUTTER

AS DIRECTED BY ENGINEER

REPLACE EXIST. BOLLARDS

.5 'R3 'R

13. CONTRACTOR TO NOTCH BOTTOM PORTION OF PROP. CHAIN LINK AT BOTH CONC. FLUME LOCATIONS.

INDEX 550-002.

12. TYPE 'B' CHAIN LINK FENCE TO INCLUDE BARB WIRE ATTACHMENT PER FDOT STANDARD PLANS

11. SEE PROJECT SPECIFICATIONS FOR OPERATOR AND GATE ARM MOUNTING / INSTALLATION DETAILS.

A MINIMUM OF 48" FROM GATE POSTS AND FENCE LINE AND DON'T INSTALL BOLLARDS IN CONFLICT.

CONTRACTOR TO CONFIRM NO OBSTRUCTIONS EXIST WITHIN THE DIRECTION OF SWING. PROVIDE

SEE PROJECT SPECIFICATIONS FOR OPERATOR AND GATE MOUNTING / FABRICATION DETAILS.

10. SWING GATES (2 EA) ARE 18' IN LENGTH, AND TO SWING OUT WITH THE DIRECTION OF TRAFFIC FLOW.

PREVENTER. COST TO BE INCLUDED IN THE UNIT COST FOR EACH ASSOCIATED ITEM (22 TOTAL).

OF PROP. ENTRANCE SIGN, GUARD HOUSE, GATE/ARM OPERATORS, AND EXIST. BACKFLOW

9. PROTECTIVE HEAVY-DUTY BOLLARDS SHALL BE INSTALLED AT 12" OFFSET FROM ALL FOUR CORNERS

PROTECTED, AND SHORED.

ENGINEERING, GROUND PENETRATING RADAR, ETC) TO ASSURE EXIST. UTILITIES ARE LOCATED,

8. CONTRACTOR SHALL IMPLEMENT NECESSARY MEASURES (POT-HOLING, SUBSURFACE UTILITY

7. CHEVRONS AT PAINTED GORE AREA TO BE 18" YELLOW @ 5' o.c.

6. ALL CONCRETE SIDEWALK INSTALLATION TO BE CONSTRICTED PER ADA STANDARDS AND CRITERIA.

S C

A L E

N

(SEE FLUME DETAIL SHT)

CONC. FLUME (11 SY)

CONST 24LF OF

(SEE FLUME DETAIL SHT)

CONC. FLUME (20 SY)

CONST 42LF OF

RIP-RAP (0.5 TN)

CONST 6'x10'x2'

RIP-RAP (0.5 TN)

CONST 6'x10'x2'

W A T E R

W A T E R

WATER

WATER

WATER WATER

IRR

IRR

ARV

NPW

NPW

SAN

2+00 3+00 x

C P x

C P

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. SEPT. 6, 2022

JAN. 24, 2022 8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

9-6-22 4 SOUTH SIDE REVISIONS.

SCALE: 1"=10'

SCALE: 1"=10'

ENTRANCE PROFILE

� CONST

E

.7

N

.9

B

E G

IN

C

O N

S T

.5

8 9

47 48

S

T O

P

AND PROFILE

ENTRANCE LAYOUT

ENTRANCE LAYOUT

G A

T E

G A

T E

A R

M G

A T

E

A R

M G

A T

E

NO.

STATION OFFSET ELEV. DESCRIPTION

GEOMETRIC LAYOUT TABLE

1+28.67 61.50 RT M.E.

1+63.70 22.08 RT

2+03.65 35.38 RT 11.28

10.642+10.00 34.20 RT

1+93.65 26.33 RT 10.96

2+13.50 36.88 RT

2+24.66 37.79 RT 10.77

2+44.81 38.00 RT 11.10

2+64.59 38.00 RT 11.22

3+03.82 33.12 RT 11.08

3+28.86 26.78 RT

3+38.67 29.71 RT

10.65

10.92

3+47.60 39.42 RT

3+22.84 37.82 RT

PT C&G, 10' RADIUS RETURN

3+19.82 34.64 RT

3+11.59 47.50 RT

2+40.28 54.34 RT

11.52

11.52

END 6' S/W, MATCH EXIST. ASPH. PAVT.

2+38.52 51.60 RT 11.31

2+34.40 47.50 RT

2+27.92 43.75 RT

2+26.40 47.50 RT 11.08

2+31.53 57.35 RT 11.20

2+31.66 70.99 RT 10.42

2+37.03 79.42 RT M.E.

1+83.77 47.50 RT M.E.

3+01.90 19.15 RT 11.47

3+03.87 18.61 RT

3+05.98 14.99 RT

3+02.76 2.26 RT

2+99.85 11.48

11.50

2+99.41 14.00 LT

3+10.97 19.44 LT

3+05.64 21.55 LT

2+99.41 14.00 LT

2+93.60

2+10.00

11.31

2+10.00 10.89

2+00.00 14.00 LT 11.04

1+78.49 11.64 LT

1+83.77 19.27 LT

1+26.36 39.63 LT

2+02.25 11.23 RT

2+27.44 21.15 RT 11.40

2+32.37 17.13 RT 11.60

2+53.00 19.00 RT 12.14

PT C&G, 160' RADIUS

6' S/W CORNER AT TURNSTILE

CORNER 6' TYPE 'B' CHAIN LINK FENCE

2+63.96 11.64

2+05.18 11.31 PC, TYPE 'D' CURB, 6'R ISLAND BULLNOSE

2+51.96 24.00 RT 11.5647

PRC C&G, 50'/118' RADIUS

CENTER PT FLUME RETURN, 1.5' RADIUS

CENTER PT FLUME RETURN, 3' RADIUS

PT C&G, 118' RADIUS

PC C&G, 10' RADIUS RETURN

END C&G, MATCH EXIST. PARKING LOT

¡ 9' S/W AT TURNSTILE

END 6' TYPE 'B' C.L. FENCE @ GATE

CORNER 6' TYPE 'B' CHAIN LINK FENCE

END 6' TYPE 'B' CHAIN LINK FENCE

BEGIN 6' TYPE 'B' CHAIN LINK FENCE

6' S/W CORNER AT TURNSTILE

BEGIN 6' TYPE 'B' C.L. FENCE @ WALL

END C&G DEFLECTION

BEGIN NEW C&G, MATCH EXIST. C&G

BEGIN 6' TYPE 'B' C.L. FENCE @ WALL

BEGIN M & R, MATCH EXIST. C&G

49 2+57.96

2+63.96 24.00 RT

18.84 RT

11.64

12.64

PC, TYPE 'D' CURB, 12' RADIUS BULLNOSE

¡ 4' S/W CURB RAMP

¡ 5' S/W CURB RAMP, MATCH EXIST

¡ 4' S/W PT

PT, TYPE 'D' CURB, 100' RADIUS

PCC, TYPE 'D' CURB, 6'R/100'R BULLNOSE

¡ 6' S/W AT NEW GUARD HOUSE

23.00 LT

39.05 LT

15.50 LT

ON ¡

ON ¡

50 2+75.96 11.85 MP TYPE 'D' CURB 12'R ISLAND BULLNOSE

54 1+99.38 11.40

12.00 RT

MP TYPE 'D' CURB 6'R ISLAND BULLNOSE4.48 RT

PT, TYPE 'D' CURB, 12'R ISLAND BULLNOSE

11.28

¡ 5' S/W CURB RAMP FLOW LINE

L.P. C&G FLOW LINE, ¡ 3' CONC FLUME

L.P. C&G FLOW LINE, ¡ 3' CONC FLUME

PC C&G HIGH POINT, 160' RADIUS

52 2+66.00 11.36 POT C&G HIGH POINT14.00 LT

10.98

M.E.

11.16

11.00

M.E.

11.45

11.45

11.49

M.E.

9.46

M.E.

M.E.

M.E.

55 2+30.00 12.007.50 RT ¡ OF ENTRANCE SIGN AT FINISH GRADE

11.31

BEGIN M&R / C&G AT PC, MATCH EXIST.

PCC C&G, 50' RADIUS

END RUBBLE RIP-RAP

END CONC FLUME, BEGIN RUBBLE RIP-RAP

PT 3'R ISLAND BULLNOSE

PC 3'R ISLAND BULLNOSE

PT 3'R ISLAND BULLNOSE

PC 3'R ISLAND BULLNOSE

PT 3'R ISLAND BULLNOSE

PC 3'R ISLAND BULLNOSE

PT 3'R ISLAND BULLNOSE

PC 3'R ISLAND BULLNOSE

11.45

11.48

ON ¡

ON ¡2+97.79

M.E. END M&R / C&G AT PT 15'R, MATCH EXIST

11.21 PC, C&G, 15'R

END CONC. FLUME, BEGIN RUBBLE RIP-RAP

¡ PROP. GUARD HOUSE SLAB (FIN FLR EL)

RELATIVE TO GATE OPERATOR

POSITION FENCE CORNER

S C

A L E

N

W A T E R

W A T E R

WATER

WATER

WATER WATER

ARV

2+00 3+00 x

C P x

C P

1+00 +20 +40 +60 +80 2+00 +20 +40 +60 +80 3+00

.6

.6

.5

.5

.5

.5

.5

.4

.4

.3

.3

.4

.4

.4

.4

.4

.5

.5

.5

.5

.6

.5

.4

.3

E L E

V

.5

S

T A

.0

P

A V

E M

E N

T M

A T

C H

E

X

IS

T

B E

G

IN

L T

P

G L

L .P

E L E

V

.2

P

V I

S T

A

.0

H .P

E L E

V

.6

P

V I

S T

A

.0

E L E

V

.3

S

T A

.0

P

A V

E M

E N

T M

A T

C H

E

X

IS

T

E N

D

L T

P

G L

.5

.5

.4

.4

.4

.3

.3

.3

.2

.3

.4

.4

.5

.6

.6

.5

.5

.4

.4

.3

(+)0.65%(-)0.30% (-)0.49%

SEE TYPICAL SECTION

PROP. GRADE LINE (LT & RT)

+20 +40

ALONG � CONST.

EXIST. GROUND LINE

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. SEPT. 6, 2022

JAN. 24, 2022 8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

9-6-22 4 SOUTH SIDE REVISIONS.

8DETAIL SHEET

INTERSECTION

W H

IT

E L

A K

E B

L V

D

N

R/W LINE

R /W

L

IN

E

CITY GATE DRIVE

CITY GATE DRIVE

W H

IT

E L

A K

E B

L V

D

SCALE: 1"=10'R/W LINE

R /W

L

IN

E R /W

L

IN

E

CR-E

CR-D

� CONST

E

.7

N

.9

B

E G

IN

C

O N

S T

STA. 1+26.00

MATCH EXIST.

BEGIN CONST.

EXIST. POWER POLE

ADJACENT TO

BE CONSTRUCTED

PROP. SIDEWALK TO

TO BE REMOVED

SIDEWALK SIGN'

EXIST. 'END

TO BE RELOCATED

EXIST. MAILBOX

TO BE REMOVED

EXIST. STOP SIGN

BEHIND SIDEWALK

TO BE RELOCATED

EXIST. STOP SIGN

LAYOUT OF NEW IMPROVEMENTS.

SHEET NO. 6 FOR PROP.

NOTE: SEE ENTRANCE PLAN

10'

10'

10'

PAVEMENT MARKING

INSTALL 118LF OF 12" WHITE

PAVEMENT MARKING

INSTALL 170LF OF 12" WHITE

PAVEMENT MARKING

INSTALL 116LF OF 12" WHITE

W A T E R

W A T E R

WATER

WATER

WATER WATER

IRR

IRR

ARV

SAN

NPW

NPW

SAN

2+00 3+00 x

C P x

C P

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWIING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. AUG. 16, 2022

JAN. 24, 2022

8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

11.53

11.50

11.41

11.36

11.44

11.69

11.56

11.53

11.61

11.41

C L

F

E N

C E

1+40

1+60

1+80

2+00

2+20 3+20

3+00

2+80

2+60

2+40

E X I S

T

P

P

£ Const.

£ Const. £ Const.

.5

.4

.3

.3

.3

.4

.6

.5

.4

.3

.3

.3

10203040 10 20 30 40 10203040 10 20 30 40

£ Const.

C L

F

E N

C E

C L

F

E N

C E

C L

F

E N

C E

.2

C L

F

E N

C E

C L

F

E N

C E

C L

F

E N

C E

C L

F

E N

C E

C L

F

E N

C E

C L

F

E N

C E

1:

1:

0.04

0.08 0.0

0.08

1:1

.4

0.02 0.02

0.02

:4

.6

0.02

HOUSE

GUARD

1:8

1:8 1:

1:

1:10

1:12

.4

GATE ISLAND

CROSS SECTIONS

NOT TO SCALENOT TO SCALE

NO.

SHEET

PROJECT NAME

BOARD OF COUNTY COMMISSIONERS

COLLIER COUNTY

DATE

ADVANCE MOT CERT. NO. 28347

CERT. OF AUTH. NO. 32121

ADAM AHMAD, P.E. NO. 72472

PHONE: (239) 273-8894

9010 STRADA STELL CT, STE 108, NAPLES, FL 34109

CAPITAL CONSULTING SOLUTIONS CONSTRUCTION PLANS

3851 CITY GATE DRIVE, NAPLES, FL 34117

SOUTH COUNTY REGIONAL WTP

ENTRANCE IMPROVEMENTS

12-22-21 1 SHEET REVISIONS FOR SWING GATES.

4-1-22 2 C.L.F. & GATE/ARM REVISIONS.

REV. SEPT. 6, 2022

JAN. 24, 2022 8-16-22 3 PRIVACY WALL, ENTRANCE SIGN, C.L. FENCE & MINOR REV.

9-6-22 4 SOUTH SIDE REVISIONS.

W A T E R

W A T E R

WATER

WATER

WATER WATER

IRR

IRR

ARV

SAN

NPW

NPW

SAN

1+00 2+00 3+00 x

C P x

C P

S C

A L E

N

UTILITY ADJUSTMENTS

R /W

L

IN

E

R/W LINE

R/W LINE

R /W

L

IN

E

CITY GATE DRIVE

W H

IT

E L

A K

E B

L V

D

£ CONST

STA. 3+22.00

MATCH EXIST.

END CONST.

(TO REMAIN)

EXIST. CCTV BOX

(TO REMAIN)

EXIST. METER BOX

(TO REMAIN)

EXIST. PULL BOX

(TO REMAIN)

EXIST. PULL BOX

(TO REMAIN)

EXIST. LIGHT POLE

(TO REMAIN)

EXIST. PULL BOX

(TO REMAIN)

EXIST. LIGHT POLE

(TO BE REMOVED)

EXIST. BOLLARDS

(TO REMAIN)

EXIST. PULL BOX

(TO REMAIN)

EXIST. METER BOX (TO BE ADJUSTED)

EXIST. PULL BOX

POLE (TO REMAIN)

NEW CAMERA

(TO BE REMOVED)

SECURITY GATE

EXIST. INBOUND

(TO BE REMOVED)

OLD CAMERA POLE

FROM LIME BLDG

EXIST. ELEC. RACEWAY

FOR MOTORS

EXIST. 120V

DESK

HOUSE

GUARD

TO EXIST. LIME BLDG

PROP. ELEC. RACEWAY

PROPOSED CONDUIT SCHEMATIC

- SPARE

- FIBER OPTIC

- FIBER OPTIC

- 120V ELECTRIC

FROM PROP. GUARDHOUSE

EXIST. 36" WM

EXIST. 20" WM

EXIST. 8" FM

EXIST. 4" FM

HEAD ELECTRIC

EXIST. OVER-

- CODE BLUE PHONE

- CAMERAS

- CARD READERS

FROM KEYPAD LOCATION

ENCLOSURE

NEMA TYPE N4X

STAINLESS STEEL

(TO BE RELOCATED)

EXIST. LIGHT POLE

AND BOLLARDS (TO BE PROTECTED)

EXIST. BACKFLOW PREVENTOR

(TO REMAIN)

EXIST. POWER POLE

(TO BE REMOVED)

EXIST. ENTR. SIGN

(TO BE REMOVED)

EXIST. UTIL. BOLLARDS

STA. 1+26.00

MATCH EXIST.

BEGIN CONST.

(TO BE ADJUSTED)

EXIST. MANHOLE

(TO BE RELOCATED)

EXIST. LIGHT POLE

STA 2+37.00 (40.00' RT)

RELOCATED LIGHT POLE LOCATION

STA 3+20.00 (33.00' RT)

RELOCATED LIGHT POLE LOCATION

DIRECTED BY COUNTY, TYP.)

(TO BE RELOCATED AS

EXIST. UTILITY PULL BOX

DIRECTED BY COUNTY, TYP.)

(TO BE RELOCATED AS

EXIST. ELECTRICAL PANEL

BY COUNTY PERSONNEL.

PROP. GUARD HOUSE AS DIRECTED

ISLAND TO BE RELOCATED BEHIND

EXIST. FIBER OPTICS WITHIN MEDIAN

NOTE:

STA. 20+34.00 (22' RT)

CAMERAS AND KEY PAD

CODE BLUE PHONE,

HOUSE AS DIRECTED BY COUNTY.

RELOCATED BEHIND PROP. GUARD

BOX WITHIN GRAVEL ISLAND TO BE

EXIST. FIBER OPTICS AND CONTROL

(TO REMAIN)

EXIST. OH

(TO REMAIN)

EXIST. E. BOX

OF PROP. GATE OPERATOR.

(TO BE RELOCATED) FOR INSTALL.

EXIST. LIGHT POLE AND F.O. BOX2

:3

:5

P

M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/20 520-001 1 2

CURB AND GUTTER

Gutter Construction

Future Curb And

" Exp. Joint2

20' R Or As Shown On Plans

" R4

Standard Shoulder Line

Roadway Pavement

Circulating Specified In The Plans

Truck Apron Surface

2"

"R8

Adjacent Pavement

Same Slope As

Joint Seal

Concrete PavementPreformed Joint Filler

" Exp. Joint And2

" R4

Joint Seal" R4

Conc. Pavt.

Preformed Joint Filler

" Exp. Joint And2

Joint Seal

Conc. Pavt.

Preformed Joint Filler

" Exp. Joint And2

*Fit Driveway

Slope To

Flexible Pavt. & Base

Seal

Joint Concrete Barrier

Single-Slope

Face of

Preformed Joint Filler

" Exp. Joint And2

Adjacent Pavt.

Match Slope of

TYPE B

TYPE D

TYPE A

TYPE E

DROP CURB

SHOULDER GUTTER

SECTION CC

SECTION BB

SECTION AA

PLAN

TYPE RA

VALLEY GUTTER

CONCRETE CURB AND GUTTER

ROUNDABOUT CENTRAL ISLAND CONSTRUCTION

TRAFFIC BEARING SECTION FOR USE IN

A

A B

B

C

C

Curb And GutterValley Gutter

1'-10" 1'-2"

R

" R

3'-0"

M in

S t d

M in

S t d

R

5'-0"

8"

" 2

R 3

R

6" 1'-6" 1'-10" 1'-2"

R

6" 1'-10" 1'-2"

R

8"

3'-6"

R

M in

S t d

M in

S t d

1'-6"9"

R

R

43 3

R

2'-3"

1' 6" 2'

" R

R

3'-6"

9"

R

" R

R

2'-3"

" R

"R

6"

8"

"3

" R 3"

R

9"

16"

9" 7"

R

R

R

" R required between curbs and concrete pavement only, see Sheet 2.

shown. Expansion joint, preformed joint filler and joint seal are

For use adjacent to concrete or flexible pavement, concrete Note:

Earth Berm Shoulder Pavement pavement only, see Sheet 2.

joint filler and joint seal are required between curb & gutter and concrete usage adjacent to flexible pavement, see Sheet 2. Expansion joint, preformed

For use adjacent to concrete or flexible pavement. For details depicting circulating roadway pavement.

Rotate entire section so that gutter cross slope matches slope of adjacent � shall be 6", unless otherwise shown on plans.

match the cross slope of the adjacent pavement. The thickness of the lip

When used on high side of roadways, the cross slope of the gutter shall *

TYPE F

DROP CURB

6" 1'-6"

R

R

8"

2'-0"

R

" R

2'-0"

10" 1'-2"

R

M in

S t d

M in

S t d

Note: To be paid for as parent curb.

to flexible pavement, see Sheet 2.

For details depicting usage adjacent

" R

B a s e

M a t c h

P a v t

1'-0"

TOLL HEADER CURB

for conduit requirements)

(See the toll site details

:3

:5

P

M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/17 520-001 2 2

CURB AND GUTTER

End Of Curb

Edge Of Pavt. Edge Of Pavt.

Top Of Curb

Gutter Gutter

Top Of Curb

End Of Curb

Edge Of Pavt. Edge Of Pavt.

Top Of Curb

Gutter

Top Of Curb

Gutter

" Min.2

Depth Of Sawcut

0" Min.

" Max.2

0" Min.

" Max.2

Depth Of Sawcut

Depth Of Sawcut

0" Min.

5" Max.

0" Min.

5" Max.

" Min.2

Depth Of Sawcut " Min.2

Depth Of Sawcut

" Min.2

Depth Of Sawcut

5" Max.

4" Min., 3" Max.

2" Min., Rubbed

Cast Or

R=2"

Pitch Optional

" Holes4 3" Or 8

(Two Per Guard)

#4 Bars, 18" Long

Curb Or Curb & Gutter.

On High Side To Be Flush With Lip Of

" Above Lip Of Gutter. Surface4 1Be

Surface On Low Side Of Pavement to

Slope Varies

Flexible Pavt.

Joint Seal �

Preformed Joint Filler �

" Exp. Joint And2

Pavement

ConcreteGutter

Concrete

PLANPLAN

PLANPLAN

PROFILE

FLARED END

PROFILE

STRAIGHT END

CURB TYPE A

PROFILE PROFILE

FLARED END STRAIGHT END

CURB AND GUTTER TYPES E & F

SHOULDER GUTTER TYPE E

TYPE F

TYPE A

TYPE B

TYPE D

GENERAL NOTES

CURB AND GUTTER ENDINGS

ADJACENT TO FLEXIBLE PAVEMENT

CURB AND GUTTER AND TYPE A CURB

CONTRACTION JOINT IN CURB

CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB

CONTRACTION JOINT IN CURB AND GUTTER

AND CONCRETE PAVEMENT

EXPANSION JOINT BETWEEN GUTTER

Sawcuts should be avoided within valley gutter and within curb and gutter endings.

8.5'

R

Trans.

3'

Trans.

3'

5.5'

6'

3' Trans.

3'

Trans.

3'

V a r ie s

" R

R

"2

M in

M a x

9" Max.

8" Min., 3" Max.

2" Min.,12"(±)

6'-0"

2"5"2"

9"

Applies to shoulder gutter only where adjoining traffic lanes.

Applies to both high and low sides of pavement, low side shown.�

� Applies to both high and low sides of pavement, low side shown.

R

Ends of Curbs Types B and D shall transition from full to zero heights in 3'.2.

be located in accordance with Specification 520.

to exceed 10' centers. Curb, gutter and curb & gutter expansion joints shall and flat curves are to match the pavement joints, with intermediate joints not centers (max.). Contraction joints adjacent to concrete pavement on tangents

" contraction joints at 10' 4 1" - 8

1For curb, gutter and curb & gutter provide 1.

:3

:5

P

M

R E

V I S I O

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/17

MEDIAN OPENING FLUME

520-010 1 1

CUSTOM CONC. FLUME DETAIL

6" For Type F Curb

7" For Type A Curb

SECTION CC

CC

Varies (4.75' Typ.)Varies (4.75' Typ.)

R

V a ri es

3'-0"

9" 1'-6" 9"

3' R

18" For Types E & F Curbs

3'-0"6" 6"

4'-0"

FLUME DETAIL

NOTE:

SEE ENTRANCE PLAN

SHEET FOR FLUME LENGTH

AND RIP-RAP QUANTITY.

Rod Leder Rectangle

Rod Leder Rectangle

Rod Leder Line

Back of Sidewalk Variations

A (Signal Pole or Controller Base. Ex.)

A A

A

A (Utility Pole, Ex.)

A

A

A

A (Signal Pole or Controller Base. Ex.)

A (Utility Pole, Ex.)

A A

A

Curb or Curb And Gutter

G G

Curb or Curb And Gutter

A

See Index 522-002 For Joints

PT

PT

See Index 522-002 for Joints

A

G

A

A

PT

A

A

Drainage Inlet

Drainage Inlet

A

Strip Utility

Sidewalk Sidewalk

Clear Width

9"

45°

Sidewalk

G

515-062, 515-070 or 515-080)

Railing (See Index 515-052, Return Curb

Return Curb

Rigid Structure

Rigid Structure

5' 5' 5' 5' 5' 5' 5' 5' 5' '2 1'2

'2

5' 5' 5' 5' 5' 5' 5' 5' 5' 5' '2

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CONCRETE SIDEWALK

522-001 1 2

FDOT

STORM

SEWER

GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS

PLAN

SIDEWALK WITHOUT UTILITY STRIP

A

A

PLAN

B

B

SIDEWALK WITH UTILITY STRIP

LEGEND:

4" Thick Sidewalk

6" Thick Sidewalk

Utility Strip

(Full Return Shown)

Driveway or Side Road

(Partial Return Shown)

Driveway or Side Road

Driveway

Driveway

0.02 Max.0.02 Max.

0.02 Max.

Varies

SECTION A-A

(5' or 6' Std., 4' Min)

Varies Based on Railing Used

SECTION B-B RAILING DETAIL

VariesVaries

OPEN JOINTS

LONGITUDINAL SECTION

SAWED JOINTS

120' Max.

30' Max.30' Max. 30' Max.

A D D D D D E D D F D D A

A B C B C B C B C B A

120' Max.

SIDEWALK JOINTS

GENERAL NOTES:

LEGEND:

G- Cold Joint With Bond Breaker, Tooled the Engineer.

locations when called for in the plans or at locations as directed by

" Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate 2 1F-

Joint(s) Required When Length Exceeds 30'

" Deep (within 12 hours) Max. 30' Centers2 1" Saw Cut Joints, 116

3E-

" Deep (within 96 hours) Max. 5' Centers2 1" Saw Cut Joints, 116

3D-

" Formed Open Joints8 1C-

" Dummy Joints, Tooled8 1B-

(e.g. drainage inlets and utility poles).

driveways, sidewalk-intersections, and all other fixed objects

" Expansion Joints (Preformed Joint Filler) between the sidewalk and;

1A-

Railing or Pipe Guiderail shown in the plans. (See RAILING DETAIL)

5. Construct sidewalks with Edge Beam through the limits of any surface mounted Pedestrian/Bicycle

1 having a thickness of not less than 6 mils and not more than

4. Bond breaker material can be any impermeable coated or sheet membrane or preformed material

3. For Driveways see Index 522-003.

2. Include detectable warnings on sidewalk curb ramps in accordance with Index 522-002.

thickness as shown, unless otherwise detailed in the Plans.

Curb Ramps Located within Curb Returns (See Plan View). Install all other concrete with

1. Construct sidewalks in accordance with Specification 522. Use 6" concrete for Sidewalks and

Flexible Pavt.

Rigid Pavt.

Flexible Pavt.

Rigid Pavt.

5'5'5'5'

5'5' 5' 5' 5'5'5'5' 5' 5'5'5'5'"

5'5'5'5' 5' 5' 5'

30' Max.

5'5' 5' 5' 5'5'5' 5' 5'5' 5' 5' 5'

30' Max.

Graded Driveway

Sidewalk

Edge of Travel Way

Shoulder Line

Shoulder Line

Edge of Travel Way

Warning Surface

2' Detectable

Warning Surface

2' Detectable

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CONCRETE SIDEWALK

522-001 2 2

D D D D D E D

30' Max.

A D D D D D E D D F D D A D D E D D A

B C B C

A B C B C B C B C B A B C B C A

M in

LONGITUDINAL SECTION

OPEN JOINTS

SIDEWALK JOINTS

LEGEND:

SAWED JOINTS

M in

30' Max.

120' Max. 30' Max. 30' Max.120' Max.

the Engineer.

locations when called for in the plans or at locations as directed by

" Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate

1F-

Joint(s) Required When Length Exceeds 30'

" Deep (within 12 hours) Max. 30' Centers

1" Saw Cut Joints, 1

3E-

" Deep (within 96 hours) Max. 5' Centers2 1" Saw Cut Joints, 116

3D-

" Formed Open Joints8 1C-

" Dummy Joints, Tooled8 1B-

(e.g. drainage inlets and utility poles).

driveways, sidewalk-intersections, and all other fixed objects

" Expansion Joints (Preformed Joint Filler) between the sidewalk and 2 1A-

Graded Driveway

SECTION C-C

0.02 Max.

Varies

CONTINUOUS SIDEWALK

DISCONTINUOUS SIDEWALK

PLAN

C

C

Border

PLAN

Driveway Side Road

C

C

Border

Driveway Side Road

LEGEND:

4" Thick Sidewalk

CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS

RA

P

Detectable Warnings Curb Transition

LAND

ING

SID

EW

ALK

SID

EW

ALK

STRIP

UTILITY

(Joints Permitted)

Slope Breaks

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DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS

522-002 1 7

Joints Not Permitted In Ramp

GENERAL NOTES:

CURB RAMP NOMENCLATURE

Transition Slope

T ransition S lope not required to be aligned.

truncated domes with the centerline of the ramp; otherwise, the truncated domes are

C. If detectable warnings are shown in the Plans on slopes greater than 5%, align the

5 feet from the back of the curb or edge of pavement.

minimum depth of 2 feet measured perpendicular to the curb line and no greater than

B. Place detectable warnings across the full width of the ramp or landing, to a

A. Install detectable warnings in accordance with Specification 527.

Detectable Warnings: 4.

B. Alpha-identifications CR-I and CR-J are intentionally omitted.

purposes in the Plans.

A. Sidewalk curb ramp alpha-identifications (e.g. CR-A) are provided for reference

Curb Ramp Alpha-Identification: 3.

curb transition or to the extent that no remaining section is less than 5 feet long.

B. Remove any existing curb, curb and gutter, or sidewalk to the nearest joint beyond the

A. Refer to Index 522-001 for concrete thickness and sidewalk details.

Curb, Curb and Gutter and/or Sidewalk: 2.

with Index 522-001. No joints are permitted within the ramp portion of the Curb Ramp.

D. Joints permitted at the location of Slope Breaks. Otherwise locate joints in accordance

Ramp slopes are not required to exceed 15 feet in length.

C. Maintain a single longitudinal slope along each side of the curb ramp.

B. Landings must have cross-slopes less than or equal to 0.02 in any direction.

where the requirements cannot be met.

are maximums. With approval of the Engineer, provide the minimum feasible slope

A. Sidewalk, ramp, and landing slopes (i.e. 0.02, 0.05, and 1:12) shown in this Index

Cross Slopes and Grades:1.

CR-E

PLAN VIEW

ISOMETRIC VIEW

CR-F CR-G

PLAN VIEW

ISOMETRIC VIEW

ISOMETRIC VIEW

PLAN VIEW

CR-D

.0

:1 a m p

0.02 m m p

0.02

.0

.0 m p

0.02

Sidewalk

Sidewalk Curb

2'-0" R

Landing

2'-0" R 2'-0" R

2'-0" R

Sidewalk

Sidewalk Curb

Sidewalk

Sidewalk Curb

2'-0"

G r a s s

O r

P a v t

U t il it y

S t r ip

Sidewalk Curb

Sidewalk

Ramp RampRamp

2'-0" Detectable Warnings2'-0" Detectable Warnings m p

2'-0" Detectable Warnings

ISOMETRIC VIEW

R a

U ti li ty S tr ip

U ti li ty S tr ip m p

R a m p

Ra mp

SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G

2'-0" Detectable Warnings

Sidewalk

PLAN VIEW

Sidewalk

4'-0" Min.

M ax

M ax

5'-0" Min. 4'-0" Min. 4'-6" Min.

R a m p

5'-0" (Shown)

6'-0" (Shown) 6'-0" (Shown)

6'-0" (Shown)

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522-002 4 7

OPTION A

OPTION B

OPTION A

OPTION B

OPTION A

OPTION B

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FENCE TYPE B

550-002 1 3

5 Per Bar Equally Spaced ≤ (15") " Tension Bands4

314 Ga. x

Corner

Tension Wire

Varies: 2' Max. 6" Min.

Rail (Brace)

Ties @ 2' CentersPost Cap

Ground Line

Ties @ 2' Centers

Ties @ 12" Centers

Tension Wire

Truss Rod

Bar Each Side

" Tension 4 3"x 16

At All Posts (Typical)

Above Ground

Crowned 1"

Concrete Base Ties @ 2' Centers Tension Wire

Tension Wire

Post Cap Ties @ 2' Centers Varies: 2' Max. 6" Min.

Truss Rod Bar Each Side

" Tension 4 3"x16

Rail (Brace) Ties @ 2' Centers

Spaced (≤ 15") Equally

5 Per Bar

Tension Bands, " 4 314 Ga. x

Ti es ' C en te rs

' M ax

' M ax

End

10' Max.10' Max.

(S t d

" 10"

12"

Note: Tubular Post Illustrated

Top And Bottom Selvage

2" Mesh, Twisted And Barbed

Chain Link Fabric No. 9 Gage

Bottom Selvage

Top and

And Barbed

Mesh, Twisted

No. 9 Gage 2"

Chain Link Fabric

10' Max. 10' Max.

" 10"

12"

GENERAL NOTES

LINE POST LINE POST

CORNER OR END POST

LINE POST

LINE POST

PULL POST

LINE POST

of Table 2, ASTM F1043.

thickness of 0.0003" min.; internal and external coatings are not restricted to the combinations

Type B shall have a thickness of 15µg/in². min. and the polymer film topcoat shall have a

C or D and external coating Types A, B, or C; the chromate conversion coating of external thick. and min. wt. 3.117 lb./ft.; with ASTM F1043 metric equivalent internal coating Types A, B, " OD, 2" NPS, 2.375" dec. equiv., 0.130"min. wall2 1 (Alternative Design); fence industry 2 or undepleted stock of discontinued A446/A446M base materials; ASTM F669 Group IV

(4) Resistance welded steel pipe; 50,000 psi min. yield strength ASTM A569/A569M, A653/A653M

" nominal dia.: ASTM B241 or B221, Alloy 6063,T6.2 1 (3) Aluminum alloy pipe- 2

2.375" OD; coated at the rate 0.40 oz./ft.: AASHTO M111.

(2) Aluminum coated steel pipe: ASTM A53 steel, X 2 Tables: Schedule 40; 2" nominal dia., ASTM A53 Table X 2, ASTM F1083, and AASHTO M111.

(1) Galvanized steel pipe, Schedule 40- 2" nominal dia. zinc galvanized at the rate of 1.8 oz./ft².:

B. Corner, end, and pull post options:

of Table 2, ASTM F1043.

thickness of 0.0003" min.; internal and external coatings are not restricted to the combinations

Type B shall have a thickness of 15µg/in². min. and the polymer film topcoat shall have a

B, C or D and external coating Types A, B, or C; the chromate conversion coating of external thick. and min. wt. 2.28 lb./ft.; with ASTM F1043 metric equivalent internal coating Types A, " NPS, 1.900" dec. equiv., 0.120" min. wall2 1 (Alternative Design); fence industry 2" OD, 1 or undepleted stock of discontinued A446/A446M base materials; ASTM F669 Group IV

(7) Resistance welded steel pipe; 50,000 psi min. yield strength ASTM A569/A569M, A653/A653M mischmetal: ASTM F1043 and Detail.

": Galv.: 1.8 oz/ft. zinc: AASHTO M111; OR , 0.9 oz./ft². zinc-5% aluminum-8 5"X 18

7 (6) Steel C- 1

" Detail.8 5"X 18

7 (5) Aluminum alloy H-Beam- 1

": Zinc Galv. 1.8 oz./ft.: AASHTO M111 and Detail.8 5"x 18

7 (4) Steel H-Beam- 1

(3) Aluminum alloy pipe- 2" nominal dia.: ASTM B241 or B221, Alloy 6063, T6.

coated at the rate 0.40 oz./ft.: AASHTO M111.

" nominal dia., 1.90" OD; 2 1 (2) Aluminum coated steel pipe: ASTM A53, Table 2 (Grade A or B): Schedule 40- 1

ASTM A53 Table 2 (Grade A or B), ASTM F1083, and AASHTO M111.

" nominal dia. zinc galvanized at the rate of 1.8 oz./ft².:2 1 (1) Galvanized steel pipe, Schedule 40- 1

A. Line post options:

Fence Component Options:4.

fittings and hardware shall meet the requirements of AASHTO and ASTM signify current reference.

Chain link fabric, post, truss rods, tension wires, tie wires, stretcher bars, gates and all miscellaneous3.

For supplemental information refer to Specification 550.2.

This fence to be used generally in urban areas.1.

(3) Aluminum coated steel wire No. 7 gage coated at the rate of 0.040 oz./ft².

ASTM B211, Alloy 5056 Temper H38, or, Alclad Alloy 5056 Temper H192.

(2) Aluminum alloy wire with a diameter of 0.1443" or larger conforming to the requirements of

(1) Steel wire No.9 gage zinc galvanized at the rate of 1.2 oz./ft².

F. Tie wire and hog ring options:

(3) Aluminum coated steel wire No.7 gage coated at the rate of 0.040 oz./ft².: AASHTO M181.

of ASTM B211, Alloy 5056 Temper H38, or, Alclad Alloy 5056 Temper H192.

(2) Aluminum alloy wire with a diameter of 0.1875" or larger conforming to the requirements

(1) Steel wire No. 7 gage zinc galvanized at the rate of 1.2 oz./ft².: AASHTO M181.

E. Tension wire options:

No. 36622 of Federal Standard 595a.

colors medium green, dark green or black the coating color shall be soft gray matching that of and bonded) or Class B (bonded). See table right. Unless the plans call for M181 standard diameter), core wire-zinc coated steel. PVC coating: M181 Class A (either extruded or extruded

(3) AASHTO M181 Type IV- Polyvinyl Chloride (PVC) Coated Steel, No. 9 gage (coated core wire at the rate of 0.40 oz./ft².

(2) AASHTO M181 Type II -Aluminum Coated Steel, No. 9 gage (coated wire diameter), coated rate of 1.8 oz/ft². (M181 Class D 2.0 oz./ft². modified to 1.8 oz./ft².).

(1) AASHTO M181 Type I - Zinc Coated Steel, No. 9 gage (coated wire diameter), coated at the except as described in Note 10):

D. Chain link fabric options (2" mesh with twisted and barbed selvage top and bottom for all options

ASTM F1043.

0.0003" min.; internal and external coatings are not restricted to the combinations of Table 2, shall have a thickness of 15µg/in². min. and the polymer film topcoat shall have a thickness of

D and external coating Types A, B, or C; the chromate conversion coating of external Type B and min. wt. 1.836 lb./ft.; with ASTM F1043 metric equivalent internal coating Types A, B, C or

" NPS, 1.660" dec. equiv., 0.111" min. wall thick.4

1" OD, 18

5 (Alternative Design); fence industry 1 or undepleted stock of discontinued A446/A446M base materials; ASTM F669 Group IV

(4) Resistance welded steel pipe; 50,000 psi min. yield strength ASTM A569/A569M, A653/A653M

" nominal dia.: ASTM B241 or B221, Alloy 6063, T6.4 1 (3) Aluminum alloy pipe- 1

1.660" OD; coated at the rate 0.40 oz./ft.: AASHTO M111.

" nominal dia.,4 1 (2) Aluminum coated steel pipe; ASTM A53 steel, X 2 Tables Schedule 40; 1

ASTM A53 Table X 2, ASTM F1083, and AASHTO M111.

" nominal dia. zinc galvanized at the rate of 1.8 oz./ft².:4 1 (1) Galvanized steel pipe, Schedule 40- 1

C. Rail options:

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FENCE TYPE B

550-002 2 3

TYPE IV VINYL COATED FABRIC

AASHTO M181 Table 4 Redefined As Follows

PVC Thickness Range

(Bonded Coating)

M181 Class BOf Zinc Coating

Minimum Weight

Core Wire

Of Metallic Coated

Specified Diameter

in. mm gage oz./ft². g/m² in. mm in. mm

0.25 to

0.15

0.010 to

0.006

0.64 to

0.38

0.025 to

0.015

920.3093.770.148

And Bonded Coating)

(Extruded Or Extruded

M181 Class A

DESIGN NOTE

GENERAL NOTES CONTINUED

in the Contract plans.

For fencing of different height or installation details, the fence shall be fully detailed height and with specific ground clearance.

This index details fencing that is constructed with chain link fabric 6' (nominal) in the fabric may be installed on the inside of the posts..

In areas where there are physical constraints outside the right-of-way which restricts the fence construction,13.

one brace, one truss rod and all necessary fittings and hardware as detailed.

rods, and all necessary fittings and hardware as detailed. End post assemblies shall consist of one end post, For construction purposes corner post assemblies shall consist of one corner post, two braces, two truss12.

posts at the opening. Gates shall be paid for under the contract unit price for Fence Gates, EA.

gates, single or double, all necessary hardware for installation and any additional length and/or size for meeting the material requirements described and as approved by the Engineer. Payment shall include the

Unless sliding gates or special gates are called for in the plans, all gates shall be chain link swing gates11.

be used unless the plans specifically identify locations for twisted selvage fabrics.

When fence has an installed top of fabric height less than 6' knuckled top and bottom selvages shall10.

breaks over 15° as determined by the Engineer.

Corner post are to be installed at all horizontal breaks in fence at 15° or more and as required at vertical9.

greater than 3°.

except that this maximum interval may be reduced by the Engineer on curves where the curve is

Pull post shall be used at breaks in vertical grades of 15° or more, or at approximately 350' centers8.

clearance, shall be set an additional 3" in depth for each 1' of of additional ground clearance.

Line and assembly posts for 6' fence which must be lengthened due to a variation in the normal ground base plate or by embedment as prescribed under (b) above for line post.

solid rock. Post within assemblies that are located on concrete structures or solid rock shall be set by

End, pull and corner post assemblies shall be in concrete as detailed above for all soil conditions other than in accordance with ASTM F567 Subsection 5.5.

plate detail "Fence Mounting On Concrete Endwalls And Retaining Wall", Sheet 3; or, by embedment

(c) Post mounted on concrete structure or solid rock shall be mounted in accordance with the base

Line post installed in accordance with Section 5.8 shall be 9'-6" long.

(b) In accordance with ASTM F567 Subsections 5.4 through 5.10 as approved by the Engineer.

Specifications.

(a) In accordance with special details and/or as specifically described in the Contract Plans and by the following methods:

Line post shall be 8'-6" long (Standard). Line post are to be set in concrete as described above or 7.

Class NS concrete may be proportioned by volume and/or by weight.

or a packaged, dry material meeting the requirements of a concrete under ASTM C-387. Materials for

Concrete for bases shall be Class NS concrete as specified in Specification 347 6.

optional material between any set of corner and/or end post assemblies.

or the corner and end post assembly optional material; but, pull post assemblies shall be the same

(c) Pull post assemblies shall be optional materials identical to either the line post optional material

(b) Only one line post optional material will be permitted between corner and/or end post assemblies.

(a) Only one fabric optional material will be permitted between corner and/or end post assemblies.

Combinations of optional materials are restricted as follows:

type of material or a combination of material types from the component options listed in note 4.

Unless a specific material is called for in the plans the Contractor may elect to use either a single5.

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FENCE TYPE B

550-002 3 3

Plans (See Notes)

Otherwise Called For In

Restraint Side Unless

Fence To Be Mounted On

Post

R/W Line

In Plans

6" Or As Indicated

Wire Fabric

0.562"

" R Typ.4

0.562"

" R Typ.4

� Fence And Wall

" ℅ Alloy 6061-T62 1Aluminum

" ℅ (ASTM A36) Galvanized or2 1Steel

Post

Nuts And Washers (2 Reqd.)

"Anchors,4 3" Dia. Hole For 8

� Fence And Wall

(4 Reqd.)

Nuts And Washers

" Galvanized Anchors,2

" Dia. Hole For16

Post

" ℅ Alloy 6061-T68 3Aluminum

" ℅ (ASTM A36) Galvanized or8 3Steel

N o m

N o m

N o m

45° of posts and to exclude moisture in posts with tubular sections.

The cap-arm shall be designed to provide a drive fit over the top

(e.) Inward on pedestrian ways.

canals, borrow areas and similar support facilities.

(d.) Outward from lateral ditches, outfalls, retention basins, within highway right of way.

(c.) Outward from utilities and hazardous facilities located

(b.) Outward on controlled access right of way line.

(a.) Outward on limited access right of way line.

called for in plans, direction of restraint will be as follows:

Attachments to extend in direction of restraint. Unless otherwise

Attachments to be used only when called for in the plans.

Private Property

1.625"

.7

.8

0.105"

.7

1.625"

.8

0.121"

Yield PSI (Min.) 45,000

Galv. Wt. Per. Ft.= 2.34# ±5%

Yield PSI (Min.) 45,000

Galv. Wt. Per. Ft.= 1.85# ±5%

.2

.1

" "16

1"± 8

0.113"

" R32

.4

.6

.1

.2

Yielding Point (psi Min.)

Tensile Strength (psi Min.)

Surface Area (SF/Ft.)

Weight (Lb./Ft.)

Area (Sq. In.)

Rad. Of Gyration

Section Modulus

Moment Of Inertia

0.456 0.124

0.428 0.101

0.779 0.373

1-1 2-2

Axes

1-1 2-2

0.428 0.101

0.456 0.124

0.779 0.373

25,000

30,000

0.776

0.91 ± 5%

48,000

80,000

0.776

2.72 ± 5% (Galv.)

STEEL ALUMINUM

Axes

"4 11 "2

4"

8"As Adjacent Side

Dimensions Same

1"

BARB WIRE ATTACHMENT

NOTES

WITHOUT FRONTAGE ROADS

FENCE POSITION AT LOCATIONS

OPTIONAL "C" LINE POST

" H-BEAM LINE POST8

5"x 18

7OPTIONAL 1

FOUR ANCHOR PLATE OPTION

TOP VIEW

TWO ANCHOR PLATE OPTION

TOP VIEW

THINWALLSTANDARD WALL

FENCE MOUNTING ON CONCRETE ENDWALL AND RETAINING WALLS

LOCATIONS WITH FRONTAGE ROADS)

(REFER TO DETAIL PLANS FOR FENCE POSITION AT

Expansion Bolts Not Permitted.

larger in…