STATE ROAD 29 - CC Hafl

NAPLES

TAMPA

IMMOKALEE

SC

ALE

:1" =

4000'

S

T

A

T

E

R

O

A

D

2

9

IM

MO

KA

LE

E R

OA

D

IMMOKALEE

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

COVER SHEET

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

N.T.S.

N.T.S.

P-CCHA-001-001

P-CCHA-001-001-001CV

C-001

01 06

2600 Golden Gate Parkway

Naples, Florida 34105

Phone: 239.403.6700 Fax: 239.261.1797

Email: [email protected]

Website: www.pen-eng.com

Florida Certificate of Authorization #28275

OWNER/CLIENT/CONSULTANT:

PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

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PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER

DANIEL F. WATERS, P.E.

60746

REVISIONS:

No: Revision: Date:

ALL ELEVATIONS SHOWN ARE IN NAVD

CONVERT ELEV. TO NGVD = +1.30

DATUM CONVERSION:

CONSTRUCTION PLANS FOR

FARMWORKER'S VILLAGE ACCESS

ROAD CULVERT REPLACEMENT

PART OF SECTION 11, TOWNSHIP 47 SOUTH, RANGE 29 EAST,

COLLIER COUNTY, FLORIDA

OWNER/DEVELOPER

COLLIER COUNTY HOUSING AUTHORITY

1800 FARM WORKER WAY

IMMOKALEE, FL 34142

(239) 657-3649

SHEET INDEX:

LOCATION MAPVICINITY MAP

PROJECT INFORMATION:

DRI Name:

FOLIO Number:

AR Number:

SFWMD ERP Number:

PUD Ordinance Number:

Zoning:

Zoning (North):

Zoning (South):

Zoning (East):

Zoning (West):

N.T

.S

.

PROJECT

LOCATION

PROJECT

LOCATION

SHEET INDEX

SHEET

NO.

SHEET

ID

SHEET TITLE

SHEET

REV

01 C-001 COVER SHEET 0

02 C-002 GENERAL NOTES 0

03 C-101

AERIAL WITH EXISTING CONDITIONS AND

DEMOLITION PLAN

0

04 C-121 MASTER SITE PLAN AND DETAILS 0

05 C-201 PLAN & PROFILE 0

06 C-701 NPDES DISCHARGE CONTROL PLAN AND DETAILS 0

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

GENERAL

NOTES

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

N.T.S.

N.T.S.

P-CCHA-001-001

P-CCHA-001-001-002NT

C-002

02 06



Phone: 239.403.6700 Fax: 239.261.1797





PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

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PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER


60746

REVISIONS:

No: Revision: Date:



DATUM CONVERSION:

1. ALL EXISTING UTILITIES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. UTILITIES

SHOWN TO BE REMOVED OR "TO BE RELOCATED" ARE TO BE REMOVED WITH COST TO

BE INCLUDED IN CLEARING & GRUBBING

2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND

OTHER FEATURES ARE SHOWN TO THE BEST INFORMATION AVAILABLE AT THE TIME OF

PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT.

THERE MAY BE OTHER, UTILITIES ETC. WHICH ARE WITHIN THE PROJECT AREA AND

WHICH HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OF

THESE PLANS. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE

LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES,

AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS

WORK.

3. ALL ELEVATIONS ARE BASED ON NAVD-88.

4. THE CONTRACT PLANS PROVIDE A GENERAL DEPICTION OF THE EXISTING CONDITIONS

THAT EXIST WITHIN THE WORK AREA. PRIOR TO BIDDING, THE CONTRACTOR SHALL

CONDUCT ALL SUCH SITE INVESTIGATIONS AND FIELD VISITS NECESSARY TO

DETERMINE THE ACTUAL FIELD CONDITIONS THAT MAY IMPACT HIS WORK PLAN AND

COMPLETION OF THE WORK.

5. THE CONTRACTOR IS ADVISED THAT THERE ARE LIKELY TO BE UTILITY CONFLICTS TO

BE RESOLVED DURING CONSTRUCTION OF THE WORK. UTILITY CONFLICT RESOLUTION

IS A PART OF THE BASIC WORK OF THE CONTRACT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES THAT MAY BE

IMPACTED BY NEW CONSTRUCTION.

6. FIELD CONDITIONS MAY NECESSITATE CHANGES TO THE HORIZONTAL ALIGNMENT AND

VERTICAL GRADE OF PROPOSED UTILITIES. THIS MAY BE REQUIRED TO

ACCOMMODATE ACTUAL EXISTING UTILITY LOCATIONS OR OTHER LOCALIZED FIELD

CONDITIONS. THE CONTRACTOR SHALL PRE-PLAN THE INSTALLATION OF NEW UTILITY

LINES AND NOTIFY THE ENGINEER OF RECORD OF ANY REQUIRED REALIGNMENT

PRIOR TO THE WORK BEING COMPLETED.

7. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS

UTILITIES COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING

UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT UTILITIES

NOTIFICATION CENTER AT "CALL SUNSHINE" (800) 442-4770.

8. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS,

DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, IRRIGATION LINES, SIGNS, AND OTHER

IMPROVEMENTS WITH THE SAME TYPE OF MATERIAL THAT WAS DISTURBED DURING

CONSTRUCTION OR AS DIRECTED BY THE ENGINEER, TO EQUAL OR BETTER THAN THE

CONDITION THAT EXISTED PRIOR TO THE START OF CONSTRUCTION.

9. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE

STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION, AND ENSURE

THAT CONSTRUCTION/RESTORATION HAS NOT CHANGED THE CURRENT DRAINAGE

FLOW PATTERNS.

10. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS, AND FLAG MAN

AS REQUIRED IN THE PROJECT SPECIFICATIONS AND STATED IN THE F.D.O.T. "MANUAL

ON TRAFFIC CONTROL AND SAFE PRACTICES."

11. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES

MARKED THEREON AND SHALL DELIVER THESE PLANS TO THE ENGINEER UPON

COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE MADE UNTIL THIS

REQUIREMENT HAS BEEN SATISFIED

12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS

BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED.

13. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL MATERIAL, EQUIPMENT AND

PROCEDURES ASSOCIATED WITH THE INSTALLATION OF UTILITIES AS REQUIRED IN

THE SPECIFICATIONS. NO MATERIAL OR EQUIPMENT SHALL BE DELIVERED TO THE JOB

SITE, OR PROCEDURES PERFORMED IN THE FIELD UNTIL SUCH SHOP DRAWINGS HAVE

BEEN APPROVED BY THE ENGINEER AND ARE AVAILABLE AT THE JOB SITE FOR USE.

14. CONTRACTOR SHALL RETURN THE ENTIRE AREA DISTURBED BY CONSTRUCTION

ACTIVITIES TO THE ORIGINAL CONDITION AND TO THE FINISHED GRADES REQUIRED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

15. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO

KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL SHEETING, SHORING, AND BRACING

NECESSARY TO PROTECT ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT,

OR TO MINIMIZE TRENCH WIDTH, ALL IN ACCORDANCE WITH THE DETAILS AND

SPECIFICATIONS.

16. CONTRACTOR TO COORDINATE RELOCATION OF FP&L POLES WITH INSTALLATION OF

ANY NEW, RELOCATED OR OTHER BURIED UTILITIES TO AVOID IMPACTS DURING

CONSTRUCTION OR HAVING TO HOLD FP&L POLES.

17. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE

REPORTED TO THE ENGINEER AND OWNER'S REPRESENTATIVE IMMEDIATELY.

18. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR

ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE

EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL

SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE

PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS

AND/OR FDOT MAINTENANCE OF TRAFFIC PLANS, AS APPLICABLE. TRAFFIC CONTROL

OPERATION PROCEDURES SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO

BEGINNING CONSTRUCTION.

20. A PRE-CONSTRUCTION MEETING SHALL TAKE PLACE WITH COLLIER COUNTY PRIOR TO

THE START OF CONSTRUCTION. ANY REQUIRED PRE-CONSTRUCTION MEETING WITH

FDOT SHALL ALSO TAKE PLACE PRIOR TO CONSTRUCTION, IF REQUIRED.

21. THE REVIEW AND APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT AUTHORIZE

THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH

EXISTING EASEMENTS OF RECORD.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COPIES OF AND COMPLYING

WITH ALL PERMITS OBTAINED BY THE PROPERTY OWNER, AND POST ALL PERMITS AT

THE JOB SITE.

23. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTION

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED

STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS

ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING, AND MAINTAINING A STORM

WATER POLLUTION PREVENTION PLAN PER THE REQUIREMENTS OF THE NPDES

GENERAL PERMIT.

24. THE CONTRACTOR SHALL ACCURATELY PLOT THE LOCATIONS AND DEPTHS OF ALL

IMPROVEMENTS INSTALLED ON A FINAL SET OF RECORD DRAWINGS WHICH SHALL BE

DELIVERED TO THE ENGINEER.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL

TREES, BRUSH, STUMPS, DEBRIS AND EXISTING INFRASTRUCTURE NOT REQUIRED TO

REMAIN IN THE PROPOSED CONSTRUCTION AREA. WHERE SO DIRECTED BY THE

OWNER, TREES AND VEGETATION WITHIN THE CLEARING LIMITS MAY BE PROTECTED,

LEFT STANDING, AND TRIMMED TO PREVENT DAMAGE TO LIMBS AND ROOTS DURING

CONSTRUCTION.

26. ALL MATERIALS AND CONSTRUCTION METHODS USED FOR THE PROPOSED

IMPROVEMENTS SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS

PROVIDED BY THE DESIGNER OR ENGINEER OF RECORD AND UTILITY PROVIDER, AND

ALL FEDERAL, STATE AND LOCAL REGULATIONS.

27. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE

REPORTED TO THE ENGINEER AND OWNER'S REPRESENTATIVE IMMEDIATELY.

28. CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FOR ANY DEVIATIONS

FROM THE PLANS AND/OR SPECIFICATIONS FROM THE ENGINEER AND OWNER. ANY

DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK.

29. COLLIER COUNTY, FLORIDA POWER AND LIGHT, CENTURYLINK, COMCAST, AND/OR

OTHER ENTITIES HAVE EXISTING UTILITIES ADJACENT TO AND/OR WITHIN THE

PROPOSED CONSTRUCTION AREA. CONTRACTOR SHALL CONTACT THE RESPECTIVE

UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

30. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS,

SEWERS, WATER MAINS, UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION

AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION

ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.

31. THE CONTRACTOR SHALL NOT ALLOW ANY DISCHARGE OF WASTEWATER TO LANDS

AND/OR ADJACENT WATER BODIES OR STORM DRAINS.

32. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE

STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION. THE

CONTRACTOR SHALL BE REQUIRED TO INSTALL ALL EROSION, SEDIMENT AND

TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION OF ANY COMPONENTS

ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS, TRAPS,

EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT

NECESSARILY SHOWN ON THESE DRAWINGS.

33. CONTRACTOR SHALL PROVIDE PROTECTIVE MATTING, FUEL CONTAINMENT AND ALL

OTHER MATERIALS, EQUIPMENT AND LABOR TO PROTECT THE STAGING AREA DURING

CONSTRUCTION.

34. CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, SUBMIT A "FUEL SPILL

PREVENTION PLAN" THAT SHALL CLEARLY INDICATE HOW FUEL SPILLS WILL BE

PREVENTED WHEN FUELING BOTH WITHIN AND OUTSIDE OF THE STAGING AREA.

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE

APPROPRIATE JURISDICTIONAL BODIES AND UTILITY COMPANIES.

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0

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0

2

S

C

A

L

E

:

1

"

=

2

0

'

EX. OVERHEAD

POWER LINE

EX. CONCRETE

POWER POLE

EX. GUARDRAIL

(TYP)

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

AG

RIC

ULT

UR

E W

AY

STATE ROAD 29

101± LF (2)

EXISTING 60" CMP

(TO BE REMOVED)

52 LF EXISTING GUARDRAIL

(TO BE REMOVED)

55 LF EXISTING

GUARDRAIL

(TO BE REMOVED)

SAW-CUT EXISTING PAVEMENT

AND REMOVE 217± SY EXISTING

PAVEMENT AND BASE

SAW-CUT EXISTING

PAVEMENT

EX. CANAL

EX. CANAL

REMOVE 15± SY EXISTING

ASPHALT PAVEMENT

REMOVE 11± SY EXISTING

ASPHALT PAVEMENT

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

AERIAL WITH

EXISTING

CONDITIONS

AND

DEMOLITION

PLAN

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

1" = 50'

N.T.S.

P-CCHA-001-001

P-CCHA-001-001-101PL

C-101

03 06



Phone: 239.403.6700 Fax: 239.261.1797





PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

ave D

ate: 2/26/2018 9:08:49 A

M] [B

y: A

Avila] [P

lo

t D

ate: 2/26/2018 10:19:32 A

M] [B

y: A

lejan

dro

A

vila] [O

rig

in

al S

ize: 11x17] [P

ath

: P

:\A

ctive_P

ro

jects\P

-C

CH

A-001\001_F

arm

W

orker V

illag

e C

ulvert R

ep

lacem

en

t\D

esig

n_P

erm

it\D

raw

in

gs-C

ivil\A

ctive\S

heet_F

iles\P

-C

CH

A-001-001-101P

L.d

wg

]

PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER


60746

REVISIONS:

No: Revision: Date:



DATUM CONVERSION:

CO

LLIE

R C

OU

NT

Y P

RO

PE

RT

Y A

PP

RA

IS

ER

AE

RIA

L P

HO

TO

GR

AP

HY

C

OP

YR

IG

HT

O

F

2017

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///

///

0+00 1+00 2+00 2+50

S

C

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E

:

1

"

=

2

0

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2

8

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3

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0

2

2

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6

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0

7

2

8

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5

9

2

8

.

7

7

2

8

.

3

8

1

9

.

5

2

1

9

.

4

6

2

7

.

5

0

2

1

.

4

9

1

9

.

3

1

1

7

.

4

3

2

8

.

1

6

2

4

.

7

2

2

1

.

8

1

1

9

.

0

5

1

7

.

4

8

1

6

.

7

8

1

8

.

4

1

2

0

.

2

0

2

6

.

4

1

2

8

.

8

6

2

4

.

6

9

2

2

.

0

5

1

7

.

5

1

1

6

.

7

8

1

6

.

4

9

1

7

.

2

5

1

9

.

7

5

2

6

.

2

1

2

5

.

9

0

2

8

.

0

2

EX. OVERHEAD

POWER LINE

EX. CONCRETE

POWER POLE

EX. GUARDRAIL

(TYP)

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

AG

RIC

ULT

UR

E W

AY

STATE ROAD 29

(2) 60 LF 5'x11'

CONCRETE BOX

CULVERTS (PER

FDOT STANDARD

INDEX NO. 289)

EX. GUARDRAIL

(TYP)

EX. PAVEMENT

EX. PAVEMENT

REPLACE EXISTING SAND CEMENT

RIR-RAP THAT IS DISTURBED BY

PROPOSED CONSTRUCTION

PROPOSED 126 LF

GUARDRAIL (REF.

FDOT INDEX #400)

PROPOSED 107 LF

GUARDRAIL (REF.

FDOT INDEX #400)

205 SY PAVEMENT TO

BE RESTORED

122 SY RIP-RAP W/ FILTER

FABRIC UNDERLAYMENT


FABRIC UNDERLAYMENT

EX. CANAL

EX. CANAL

24" SOLID

WHITE STOP

BAR

DOUBLE 6" YELLOW

3'

2' MISC. ASPHALT

PAVEMENT AT GUARDRAIL

3'

2' MISC. ASPHALT

PAVEMENT AT GUARDRAIL

AWSWT ELEV = 23.2 FT-NAVD

23.2

23.2

2

3

.2

23.2


SAW-CUT AND MATCH

EXISTING PAVEMENT (TYP)

27.91

28.15

27.91

28.36

28.36

28.60

28.63

28.85

29.07

28.85

28.68

28.87

28.16

28.15

28.39

28.85

28.74

28.85


FABRIC UNDERLAYMENT


FABRIC UNDERLAYMENT

EXISTING STOP

SIGN TO REMAIN

INSTALL ROUNDED TYPE 2 END

UNIT (PER FDOT INDEX NO. 400)

INSTALL ROUNDED TYPE 2 END

UNIT (PER FDOT INDEX NO. 400)

CONNECT PROPOSED GUARDRAIL TO

EXISTING GUARDRAIL W/ MID SPAN

SPLICING (PER FDOT INDEX NO. 400)

CONNECT PROPOSED GUARDRAIL TO

EXISTING GUARDRAIL W/ MID SPAN

SPLICING (PER FDOT INDEX NO. 400)

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

MASTER SITE

PLAN AND

DETAILS

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

1" = 50'

N.T.S.

P-CCHA-001-001

P-CCHA-001-001-121SP

C-121

04 06



Phone: 239.403.6700 Fax: 239.261.1797





PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

ave D

ate: 2/26/2018 10:18:34 A

M] [B

y: A

Avila] [P

lo

t D

ate: 2/26/2018 10:19:40 A

M] [B

y: A

lejan

dro

A

vila] [O

rig

in

al S

ize: 11x17] [P

ath

: P

:\A

ctive_P

ro

jects\P

-C

CH

A-001\001_F

arm

W

orker V

illag

e C

ulvert R

ep

lacem

en

t\D

esig

n_P

erm

it\D

raw

in

gs-C

ivil\A

ctive\S

heet_F

iles\P

-C

CH

A-001-001-121S

P.d

wg

]

PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER


60746

REVISIONS:

No: Revision: Date:



DATUM CONVERSION:

TYPICAL ASPHALT PAVEMENT

SECTION DETAIL

N.T.S.

1.)

2.)

3.)

ROADWAY RESTORATION

1" THK. ASPHALTIC

CONCRETE (TYPE S-III)

6" MIN. LIMEROCK BASE, PRIMED AND

COMPACTED TO 98% OF MAX. DENSITY AS

DETERMINED BY AASHTO T 180

12" STABILIZED SUBGRADE

(MIN. LBR 40)

AN ALTERNATE PAVEMENT SECTION UTILIZING PAVER BRICKS MAY BE

SUBSTITUTED FOR THE TYPICAL ASPHALT PAVEMENT SECTION AT THE

OWNER'S DISCRETION. STRUCTURAL CHARACTERISTICS MUST MEET

MINIMUM LAND DEVELOPMENT CODE REQUIREMENTS OF APPROVING

AUTHORITY.

5-1/2" LIMEROCK BASE MATERIAL MY BE SUBSTITUTED AS AN

ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. ALL

SPECIFICATIONS FOR LIMEROCK BASE SHALL BE ADHERED TO.

ASPHALTIC CONCRETE PAVEMENT (TYPE S-III) SHALL BE PLACED IN

TWO 3/4" LIFTS, ACCORDING TO AASHTO ASPHALT MANUAL.

///

///

///

///

///

///

///

///

///

///

///

0+00 1+00 2+00 2+50

2

8

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3

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4

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3

2

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9

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2

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5

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2

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8

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2

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1

0

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2

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.

8

4

2

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4

3

2

8

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6

8

2

8

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5

9

2

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7

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2

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1

2

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5

0

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.

3

92

8

.

5

7

2

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0

3

2

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4

2

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.

4

3

2

8

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2

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3

8

2

8

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1

3

2

7

.

9

3

2

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7

2

2

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4

2

2

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6

2

8

.

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5

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0

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5

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1

5

2

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.

2

1

2

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1

3

2

8

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1

3

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7

.

4

9

2

7

.

9

2

2

8

.

0

2

2

7

.

6

9

3

9

.

1

2

2

8

.

0

2

2

8

.

3

8

2

8

.

3

8

2

0

.

9

6

1

9

.

9

2

1

8

.

1

0

1

7

.

4

7

1

6

.

9

7

1

6

.

9

5

1

6

.

7

0

1

9

.

9

2

2

3

.

1

9

2

4

.

0

6

1

9

.

4

2

1

9

.

6

1

2

8

.

5

5

2

6

.

4

8

2

4

.

5

2

2

1

.

8

2

1

9

.

6

1

1

7

.

3

0

2

7

.

1

0

2

4

.

4

2

2

1

.

2

3

1

6

.

9

8

1

7

.

5

5

1

9

.

8

0

2

2

.

7

6

2

7

.

0

7

2

8

.

5

9

2

8

.

7

7

2

8

.

3

8

1

9

.

5

2

1

9

.

4

6

2

7

.

5

0

2

1

.

4

9

1

9

.

3

1

1

7

.

4

3

2

8

.

1

6

2

4

.

7

2

2

1

.

8

1

1

9

.

0

5

1

7

.

4

8

1

6

.

7

8

1

8

.

4

1

2

0

.

2

0

2

6

.

4

1

2

8

.

8

6

2

4

.

6

9

2

2

.

0

5

1

7

.

5

1

1

6

.

7

8

1

6

.

4

9

1

7

.

2

5

1

9

.

7

5

2

6

.

2

1

2

5

.

9

0

2

8

.

0

2

EX. OVERHEAD

POWER LINE

EX. CONCRETE

POWER POLE

EX. GUARDRAIL

(TYP)

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

AG

RIC

UL

TU

RE

W

AY

REMOVE EX. 60" CMP CULVERT AND

RIP-RAP HEADWALL AND CONSTRUCT 60'

LF OF (2)-5'X11' REINFORCED CONCRETE

BOX CULVERTS

0+00 1+00 2+00 2+50

S

C

A

L

E

:

1

"

=

2

0

'

EX. CANAL

EX. CANAL


23.2

23.2

2

3

.2

23.2


10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

0+60

0+80

1+00

1+20 1+40 1+60 1+80

1+90

EG

L =

1

7.0

0

PG

L =

1

7.0

0

EG

L =

2

5.6

7

PG

L =

2

5.6

7

EG

L =

2

8.1

2

PG

L =

2

8.1

2

EG

L =

2

8.4

6

PG

L =

2

8.4

6

EG

L =

2

8.3

9

PG

L =

2

8.3

9

EG

L =

2

7.6

5

PG

L =

2

7.6

5

EG

L =

1

7.4

7

PG

L =

1

7.4

7

EG

L =

1

7.3

3

PG

L =

1

7.3

3

12' TRAVEL LANE 12' TRAVEL LANE

PROPOSED GUARDRAIL

2%

INV ELEV = 19.5

FT-NAVD

PROPOSED (2) - 5'x11' CONCRETE

BOX CULVERT

AWSWT = 23.2 FT-NAVD

2%

8'

(SOD)

2'

1

2

2% 2%

1

2

6'±2'

INV ELEV = 19.5

FT-NAVD

PROFILE GRADE LINE (AT

CENTERLINE OF CANAL)

APPROXIMATE EXISTING

GRADE LINE

3' (2" MISC. ASPHALT

PAVEMENT)

PROPOSED GUARDRAIL

8'

(SOD)

3' (2" MISC. ASPHALT

PAVEMENT)

6'±

TOP OF HEADWALL ELEV = 26.4 FT-NAVD

BOX CULVER FOOTER

ELEV = 17.0 FT-NAVD

TOP OF HEADWALL ELEV = 26.4 FT-NAVD

BOX CULVER FOOTER

ELEV = 17.0 FT-NAVD

REFERENCE STRUCTURAL PLANS

FOR BOX CULVERT DETAILS

FLOW FLOW

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

PLAN & PROFILE

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

1" = 20'

1" = 2'

P-CCHA-001-001

P-CCHA-001-001-201ST

C-201

05 06



Phone: 239.403.6700 Fax: 239.261.1797





PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

ave D

ate: 2/26/2018 9:59:07 A

M] [B

y: A

Avila] [P

lo

t D

ate: 2/26/2018 10:19:50 A

M] [B

y: A

lejan

dro

A

vila] [O

rig

in

al S

ize: 11x17] [P

ath

: P

:\A

ctive_P

ro

jects\P

-C

CH

A-001\001_F

arm

W

orker V

illag

e C

ulvert R

ep

lacem

en

t\D

esig

n_P

erm

it\D

raw

in

gs-C

ivil\A

ctive\S

heet_F

iles\P

-C

CH

A-001-001-201S

T.d

wg

]

PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER


60746

REVISIONS:

No: Revision: Date:



DATUM CONVERSION:

///

///

///

///

///

///

///

///

///

///

///

///

S

C

A

L

E

:

1

"

=

3

0

'

EX. OVERHEAD

POWER LINE

EX. CONCRETE

POWER POLE

EX. GUARDRAIL

(TYP)

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

EX. TOP OF BANK

AG

RIC

UL

TU

RE

W

AY

STATE ROAD 29

PROPOSED

CULVERT

TURBIDITY BARRIER

(TYP)

TURBIDITY BARRIER

(TYP)

EX. CANAL

EX. CANAL

COLLIER

COUNTY

HOUSING

AUTHORITY

FARMWORKER'S

VILLAGE

ACCESS ROAD

CULVERT

REPLACEMENT

NPDES

DISCHARGE

CONTROL PLAN

AND DETAILS

11 47S 29E

DAN WATERS, P.E.

ALEJANDRO AVILA

DECEMBER 2016

1" = 30'

N.T.S.

P-CCHA-001-001

P-CCHA-001-001-701EC

C-701

06 06



Phone: 239.403.6700 Fax: 239.261.1797





PROJECT:

TITLE:

Sheet Number: of

File Number:

Project Number:

Vertical Scale:

Horizontal Scale:

Date:

Drawn by:

Designed by:

SEC: RGE:TWP:

[S

ave D

ate: 2/19/2018 3:47:30 P

M] [B

y: A

Avila

] [P

lo

t D

ate: 2/26/2018 10:19:56 A

M] [B

y: A

lejan

dro

A

vila] [O

rig

in

al S

ize: 11x17] [P

ath

: P

:\A

ctive_P

ro

jects\P

-C

CH

A-001\001_F

arm

W

orker V

illag

e C

ulvert R

ep

lacem

en

t\D

esig

n_P

erm

it\D

raw

in

gs-C

ivil\A

ctive\S

heet_F

iles\P

-C

CH

A-001-001-701E

C.d

wg

]

PROFESSIONAL SEALS:

PROF. ENG.:

FL LICENSE NUMBER


60746

REVISIONS:

No: Revision: Date:



DATUM CONVERSION:

GENERAL SHEET NOTES

1. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY

APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO

CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT

TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE

DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL

DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS

ARE ESTABLISHED.

2. THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED:

(REFERENCE FLORIDA DEVELOPMENT MANUAL, FDEP, PPS 6-301 TO

6-500).

A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

B) BMP 1.05 STRAW BALE BARRIER

C) BMP 1.06 SILT FENCE

D) BMP 1.08 STORM INLET DRAIN PROTECTION

3. THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF

REQUIREMENTS FOR SOIL EROSION CONTROL PER DIVISION 3.7 OF

THE COLLIER COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT

CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCE WITH

REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL

PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION

AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE

FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER

POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE

NPDES GENERAL PERMIT.

5. THIS PLAN IS A CONCEPT, PREPARED TO DEMONSTRATE ONE

APPROACH TO PROVIDING EROSION CONTROL FOR THE PROJECT,

AS REQUIRED BY COLLIER COUNTY FOR PERMITTING PURPOSES.

SITE GENERAL CONTRACTOR MAY PROVIDE AN ALTERNATIVE PLAN

AT THE TIME OF NPDES PERMITTING, AND PRIOR TO CONSTRUCTION

AND EXTEND IT INTO THE TRENCH.

3. STAPLE FILTER MATERIAL TO STAKES

ALONG THE LINE OF STAKES.

2. EXCAVATE A 4" X 4" TRENCH UPSLOPE

N.T.S.

N.T.S.

ELEVATION

1. EXCAVATE THE TRENCH

2. PLACE AND STAKE STRAW BALES.

3. WEDGE LOOSE STRAW BETWEEN BALES.

CONSTRUCTION OF A STRAW BALE BARRIER

ELEVATION

GRAVEL CONSTRUCTION ENTRANCE

H

A

R

D

S

U

R

F

A

C

E

P

U

B

L

I

C

R

O

A

D

WIDTH AS REQUIRED

N.T.S.

SEDIMENT FILTER

STRAW BALE DROP INLET

N.T.S.

IN A DRAINAGE WAY

PROPER PLACEMENT OF A FILTER BARRIER

FLO

W

PLAN

N.T.S.

CONSTRUCTION OF A FILTER BARRIER

1. SET THE STAKES

N.T.S.

2

0

0

'

D

U

S

T

F

R

E

E

S

U

R

F

A

C

E

*

F

L

O

W

4"

BALE

WIDTH

F

L

O

W

F

L

O

W

F

L

O

W

A

B

A

POINTS A SHOULD BE

HIGHER THAN POINT B

PLATE 1.05c

SOURCE: INSTALLATION OF STRAW AND

FABRIC FILTER BARRIERS FOR SEDIMENT

CONTROL, SHERWOOD AND WYANT

PLATE 1.05d

BMP 1.05 STRAW BALE BARRIER

PROPER PLACEMENT OF STRAW BALE

BARRIER IN DRAINAGE WAY

*

A TOTAL OF 250' OF DUST FREE SURFACE SHALL BE

MAINTAINED BY EITHER OF THE FOLLOWING:

A.) LIMEROCK BASE MAY BE WATERED TO

PREVENT DUST

B.) LIMEROCK BASE MAY BE PRIMED

C.) CONSTRUCTION ROADS MAY BE PAVED WITH

ASPHALTIC CONCRETE

3

0

' R

.

1 1/2" TYPE S-III

ASPHALTIC

CONCRETE

LIMEROCK BASE

FDOT #1 COARSE AGGREGATE

5

0

'

M

I

N

.

6

'

6'

MIN.

SOURCE: Va SWCC

PLATE 1.01a

BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

PLATE 1.06a

SOURCE: INSTALLATION OF STRAW AND

FABRIC FILTER BARRIERS FOR SEDIMENT

CONTROL, SHERWOOD AND WYANT

F

L

O

W

F

L

O

W

4"

4"

POINTS A SHOULD BE

HIGHER THAN POINT B

A

B

A

PLATE 1.06b

BMP 1.06 SILT FENCE

GRATE INLET

STRAW BALES STAKED WITH

TWO (2) STAKES PER BALE

STAKED STRAW BALE

WOODEN STAKE

COMPACTED SOIL TO

PREVENT PIPING

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

GRATE INLET

SPECIFIC APPLICATION

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA

(SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE

TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET

OR HIGHWAY MEDIANS.

SOURCE:

MICHIGAN SOIL EROSION AND SEDIMENTATION

CONTROL GUIDEBOOK, 1975

PLATE 1.08a

BMP 1.08 STORM INLET DRAIN PROTECTION

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

4. BACKFILL AND COMPACT THE EXCAVATED

SOIL.

STATE ROAD 29 - CC Hafl

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