CONTRACT PLANSPROJECT LOCATION

DATE BY DESCRIPTION

KEY SHEET REVISIONS

NASSAU COUNTY ENGINEERING

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

ROADWAY PLANS

ENGINEER OF RECORD:

P.E. NO.:

ROADWAY SHOP DRAWINGS

TO BE SUBMITTED TO:

PLANS PREPARED BY:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

$$date$$

FERNANDINA BEACH, FL. 32034

95094 ARBOR LANE

MCCRANIE & ASSOCIATES, INC.

DANIEL I. MCCRANIE, P.E.

CERTIFICATE OF AUTHORIZATION NO. 8269

TEL. NO. (904) 335-8586

FERNANDINA BEACH, FL. 32034

95094 ARBOR LANE

DANIEL I. MCCRANIE, P.E.

50627

$$time$$ $$FileName$$

DESIGN STANDARDS DATED 2010, AND

0.049261

NASSAU COUNTY PROJECT MANAGER: SCOTT HERRING, P.E.

261

261

0.049

0.049

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

GOVERNING STANDARDS AND SPECIFICATIONS:

STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION DATED 2010, AND

NASSAU COUNTY ORDINACE 99-17 AS

AMENDED BY CONTRACT DOCUMENTS.

FLORIDA DEPARTMENT OF TRANSPORTATION,

APPLICABLE DESIGN STANDARDS MODIFICATIONS: 01/01/2010

For Design Standards Modifications click on

"Design Standards" at the following web site:

http://www.dot.state.fl.us/rddesign/

GROSS LENGTH OF PROJECT

EXCEPTIONS

NET LENGTH OF PROJECT

BRIDGES

ROADWAY

LINEAR FEET MILES

LENGTH OF PROJECT

BOARD OF COUNTY COMMISSIONERS

£ CONST. CR 121

STA 35+09

BEGIN PROJECT

£ CONST. CR 121

STA 37+70

END PROJECT

FEB 2013

FINAL SUBMITTAL

WALTER J. BOATRIGHT - DISTRICT 5

BARRY V. HOLLOWAY - DISTRICT 4 - VICE CHAIRMAN

PAT EDWARDS - DISTRICT 3

STEPHEN W. KELLEY - DISTRICT 2

DANIEL B. LEEPER - DISTRICT 1 - CHAIRMAN

NASSAU/DUVAL COUNTY LINE

CR 121 - CULVERT EXTENSION

SWPPP

TRAFFIC CONTROL PLAN & DRIVEWAY DETAIL

SPECIAL DETAILS

SIGNING & PAVEMENT MARKING

PLAN SHEET

GENERAL NOTES

SUMMARY OF PAY ITEMS

KEY SHEET

8-9

7

6

5

4

3

2

1

N

0 1 2

Miles

BEE LINEEXPRESSWAY

FLO

RID

A STU

RNPIK

E

10

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

75

10

LAKE CITY 295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

Mattox

TO

JACKSONVILLE

MACCLENNY

BALDWIN

TOB

AK

ER

CO

UN

TY

DUVAL

COUNTY11

10

15

7 89

161718

1920

21

2930

31

38

6

MACCLENNY

TO

TO

2,180,000

2,160,000

340,000

121

90

8

10

10

Baldwin

Bay

DeepCr.

Horseshoe

CSX T.

CSX

T.

Horseshoe Circle

SUMMARY OF PAY ITEMS 2

SUMMARY OF PAY ITEMSITEM DESCRIPTIONITEM NUMBER UNIT PLAN FINAL

NO

TI

CE:

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

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DE

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RU

LE 61

G15-23.003,

F.

A.

C.

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-10-2 HAY BALES EA 10

110-1-1 CLEARING & GRUBBING

110-4 REMOVAL OF EXISTING PAVEMENT SY 45

120-1 REGULAR EXCAVATION CY 50

120-6 EMBANKMENT CY 50

160-4 TYPE B STABILIZATION SY 200

285-704 OPTIONAL BASE GROUP 4 (6" LIMEROCK) SY 200

339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 20

400-1-1 CONCRETE CLASS I, CULVERTS CY 50

430-174-124 PIPE CULVERT, RCP, ROUND, 24" SD LF 40

430-175-148 PIPE CULVERT, RCP, ROUND, 48" S/CD LF 15

430-982-141 MITERED END SECTION, OPTIONAL, ROUND, 48" SD EA 6

430-984-129 MITERED END SECTION, OPTIONAL, ROUND, 24" SD EA 4

530-3-4 RIPRAP ,RUBBLE, F&I, DITCH LINING TN 12

570-1-2 PERFORMANCE TURF (SOD) SY 650

700-20-60 SINGLE POST SIGN, REMOVE EA 2

705-10-2 OBJECT MARKER, TYPE 2 EA 2

706-3 RETRO-REFLECTIVE PAVEMENT MARKER

EA(BI-DIRECTIONAL) (YELLOW) 57

711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" NM

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF 70

711-11-211 NM 0.10

LS 1

6. 570- 1- 2 Includes approximately 200 SY Sod for temporary erosion control.

5. 400-1-1 Quantity is for the two concrete collars

4. 339-1 Includes driveway and guardrail patch

3. 120-1 Includes muck removal

2. 110-1-1 Includes removal of pipe, guardrail and headwall

1. 104- 10- 2 Based on replacement every 3 months.

==================

PAY ITEM NOTES

THERMOPLASTIC, STANDARD, YELLOW, SOLID, 6"

0.10

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:12 PM N:\Projects\CR121\cessrd01.dgnDan McCranie

25. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH NASSAU COUNTY AND FDOT REQUIREMENTS AND

NASSAU COUNTY AND FDOT REQUIREMENTS AND JOINTS WRAPPED WITH FILTER FABRIC PER FDOT REQUIREMENTS.

SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS.

26. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.

27. A PRE-CONSTRUCTION MEETING IS REQUIRED TO BE ATTENDED BY NASSAU COUNTY REPRESENTATIVES, THE CONTRACTOR, QC (CONTRACTOR’S TESTING FIRM), SUB-CONTRACTORS, UTILITY COMPANIES, AND THE ENGINEER OF RECORD.

28. CONTRACTOR WILL BE RESPONSIBLE FOR THE RELOCATION OF ALL STANDARD MAILBOXES IN ACCORDANCE WITH POSTAL REQUIREMENTS.

29. ALL LANES MUST BE REOPENED TO NORMAL TRAFFIC WITHIN 8 HOURS AFTER RECEIVING NOTIFICATION OF A HURRICANE EVACUATION OR ANY OTHER CATASTROPHIC

EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS DIRECTED BY NASSAU COUNTY. A DISASTER PREPAREDNESS PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION CONFERENCE.

31. THE REMOVAL OF MUCK AND PLASTIC MATERIAL WITHIN THE PROJECT LIMITS SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD INDEX NO. 505.

32. ALL WORK PERFORMED WITHIN COUNTY’S RIGHT-OF-WAY SHALL CONFORM TO NASSAU COUNTY’S ORDINANCE 99-17 AND TO THE MOST CURRENT EDITION OF THE

FOLLOWING PUBLICATIONS:

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (ENGLISH)

FDOT DESIGN STANDARDS (ENGLISH)

FDOT PLANS PREP MANUAL

FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION

1. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS LISTED BELOW THROUGH SUNSHINE ONE CALL OF FLORIDA, INC.

3. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTIONS TO BE PROTECTED. IF A CORNER MONUMENT OR BENCHMARK

IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY

4. THE CONTRACTOR SHALL NOT ALLOW ANY ASPHALT SPOILS, TO BE SWEPT OR BLOWN, ONTO UNPAVED SHOULDER AREAS, INTO

DRAINAGE STRUCTURES, OR DITCHES. CONTRACTOR SHOULD CLEAN UP DAILY AND HAVE A MECHANICAL BROOM AVAILABLE.

5. FILTER FABRIC USED TO WRAP PIPE JOINTS IN ACCORDANCE WITH SPECIFICATION 430 SHALL MEET THE REQUIREMENTS OF

6. ALL WORK PERFORMED WITHIN THE COUNTY RIGHT-OF-WAY, MATERIALS AND TESTING SHALL BE IN COMPLETE ACCORDANCE WITH

ALL RELATIVE SECTIONS OF NASSAU COUNTY STANDARDS, (LATEST REVISION) AND ALL CURRENT NASSAU COUNTY STANDARD DETAILS.

FDOT DESIGN STANDARDS AND FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE 2010, WILL BE USED IF NOT ADDRESSED BY NASSAU COUNTY DOCUMENTS. CONTRACTOR SHALL COMPLY WITH CURRENT FLORIDA ACCESSIBILITY CODE FOR ALL WORK ON THIS PROJECT.

7. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE

CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO HIS EMPLOYEES AND ANY DAMAGE TO PRIVATE PROPERTY OR

PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF

FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR

SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE

TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE CONTRACT. THE CONTRACTOR IS ALSO URGED

TO TAKE COLOR PHOTOGRAPHS THROUGHOUT THE PROJECT AREA TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN THE POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT.

9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY

GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL REQUIRED TO BE REMOVED

10. BENCHMARK DATUM: HORIZONTAL IS NORTH AMERICAN 1983/1990 AND VERTICAL IS NAVD 1988, AS DETERMINED BY

11. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL

TESTING IN ACCORDANCE WITH NASSAU COUNTY AND/OR FDOT REQUIREMENTS WITH PRIOR ADVANCE NOTICE TO NASSAU COUNTY

AND/OR OWNER C.E.I.’S THIS SHALL INCLUDE DENSITY TEST IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE FOR THE PROJECT INCLUDING NPDES PERMITS, AND ETC.

FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.

14. AS-BUILT DRAWINGS (2 PAPERS & 1 CADD) AS-BUILTS TO NASSAU COUNTY ARE REQUIRED TO BE SIGNED AND SEALED BY A

FLORIDA REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CONTRACT WITH A LAND

SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF

"AS-BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT NASSAU COUNTY STANDARDS AND SPECIFICATIONS. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL BY NASSAU COUNTY. CONTRACTOR SHALL REFER TO NASSAU COUNTY AS-BUILT CHECKLIST.

15. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION WITH ALL OTHER CONTRACTORS IN THE AREA. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.

16. CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES AND BERMS INCLUDED IN THIS PROJECT, AND THE

17. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2010, SECTION 110.

19. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF BY THE CONTRACTOR.

20. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED

OTHERWISE BY ENGINEER OR OWNER.

22. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.

NOXIOUS WEEDS & GRASSES, INCLUDING TROPICAL SODA APPLE. CERTIFICATION SHALL BE PROVIDED PRIOR TO INSTALLATION.

24. ALL STORM SEWER PIPE MATERIALS SHALL BE RCP. ALL PIPE INSTALLATIONS WILL FOLLOW MANUFACTURER’S RECOMMENDATIONS,

30. THE CONTRACTOR WILL NOT BE ALLOWED TO PERFORM NIGHT TIME WORK, OR WEEKEND WORK. ANY CHANGES TO THESE LANE CLOSURE RESTRICTIONS MUST BE APPROVED

PROVIDE ANY NECESSARY SUPPORT TO AERIAL FACILITIES AS DEEMED NECESSARY TO PERFORM CONSTRUCTION. CONTRACTOR MUST

AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR MAY BE REQUIRED TO PHYSICALLY EXPOSE AND SUPPORT UNDERGROUND

FACILITIES AND PROVIDE REASONABLE TIME TO ALLOW FOR MINOR UNFORSEEN UTILITY RELOCATIONS BY UTILITY COMPANY AND/OR

NOTIFY UTILITY COMPANY 24 HOURS PRIOR TO ANY SUCH WORK.

FDOT DESIGN STANDARDS INDEX 199, TYPE D-3 WITH AN A.O.S. (SIEVE NUMBER) OF 70 TO 100.

AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. CONTRACTOR TO USE AN APPROVED FDOT PIT.

CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT.

BY NASSAU COUNTY ENGINEERING SERVICES DEPARTMENT. REFER TO NASSAU COUNTY ROAD CLOSURE POLICY. LANE CLOSURES ARE ONLY ALLOWED FROM 9 AM TO 3:30 PM

3

(1-800-432-4770) IN ADVANCE OF BEGINNING CONSTRUCTION ON THE PROJECT SITE.

21. (deleted)

(904) 665-7613 JEA (904) 696-7424 FLORIDA POWER & LIGHT (904) 680-6434 COMCAST CABLE COMMUNICATIONS (904) 256-3225 AT&T DISTRIBUTION

COMPANIES TELEPHONE NUMBERS

WITHOUT DELAY, BY TELEPHONE. THE CONTRACTOR IS RESPONSIBLE FOR ANY EXPENSES ENCUMBERED FOR PROTECTING, REFERENCING AND/OR REPLACING ANY CORNER MONUMENTS OR BENCHMARKS.

THE REMOVAL OF UNSUITABLE MATERIAL WITHIN THE PROJECT LIMITS SHALL BE IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 505.

MANZIE & DRAKE LAND SURVEYORS, INC. (904) 491-5700

13. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN NASSAU OR DUVAL COUNTY OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES

CONTRACTOR WILL SOD ALL DISTURBED AREAS.

18. (deleted)

34. BURNING OF ANY MATERIAL OR DEBRIS IS PROHIBITED.

35. ACCESS TO DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES.

GENERAL NOTES

NO

TI

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G15-23.003,

F.

A.

C.

23. CONTRACTOR SHALL CERTIFY THAT ALL SOD WITHIN THE COUNTY RIGHT-OF-WAY SHALL BE BAHIA AND SHALL BE FREE OF

33. ALL BROKEN/CRACKED DRIVEWAYS MUST BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE.

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:13 PM N:\Projects\CR121\gnntrd01.dgnDan McCranie

PLAN SHEET

N

4

0 5 20

Feet

CR 121

INV. EL. 69.90

OFFSET 34.89’

STA 36+56.68

18’ CLEAR ZONE

73

73

72

72

71

71

PATCH PAVEMENT

REMOVE EXISTING GUARDRAIL

18’ CLEAR ZONE

REMOVE EXISTING PAVEMENT

36" CMP TO REMAIN

¡ CR 121

TO 1:4 SLOPE WITHIN CLEAR ZONE

RE-GRADE DITCH IN THIS AREA

INV. EL. 70.30

OFFSET 28.36’

STA 36+24.51

REMOVE 20" DEEP UNSUITABLE SOIL

MATCH EXISTING PIPE SLOPES

INSTALL (3) 48" MES (FDOT INDEX 272)

(INCLUDING 19’ IN MES).

EXTEND (3) 48" RCP 21 LF

PATCH PAVEMENT

REMOVE EXISTING GUARDRAIL

AT OUTFALL 18’ x 8’ X 1.5’

PLACE RIPRAP (RUBBLE)

REMOVE 20" DEEP UNSUITABLE SOIL

MATCH EXISTING PIPE SLOPES

INSTALL (3) 48" MES (FDOT INDEX 272)

(INCLUDING 19’ IN MES).

EXTEND (3) 48" RCP 22 LF

TO 1:4 SLOPE WITHIN CLEAR ZONE

RE-GRADE DITCH IN THIS AREA

SAND-CEMENT ENDWALL

REMOVE EXISTING

TO 1:4 SLOPE WITHIN CLEAR ZONE

RE-GRADE DITCH IN THIS AREA

(SEE SHEET 6)

PLACE SYNTHETIC BALES

COORDINATE WITH PROPERTY OWNER

FOR TYPICAL DETAILS

IN PLACE. SEE SHEET 6 AND 7

(FDOT INDEX 273)

(2) DOUBLE 24" MES POURED

REPLACE WITH (2) 24" RCP &

REMOVE EXISTING (2) 24" RCP

RIGHT-OF-WAY.

FROM 7:30 AM TO 8:30 AM, WHEN WORKING IN THE CITY OF JACKSONVILLE’S

3. THE CONTRACTOR IS RESPONSIBLE FOR CALLING 904-255-8366 DAILY

WILL REQUIRE A RIGHT-OF-WAY PERMIT.

2. ANY CONSTRUCTION IN THE CITY OF JACKSONVILLE’S RIGHT-OF-WAY

1. PLACE PERFORMANCE TURF (SOD) IN ALL DISTURBED AREAS.

NOTE:

73

72

71

70

69

68

69

70

71

72

COUNTY ROAD NO. 121

CONCRETE

HEADWALL

CONCRETE

HEADWALL

ELEVATION=73.64’

EASTING=337981.49

NORTHING=2173767.30

OFFSET=15.72R

STATION=33+29.56

"MANZIE LB 7039"

IRON ROD & CAP

SET 5/8"

50.0

’50.0

’

35+00 36+00 37+00

74

73

72

71

70

69

68

67

68

69

70

71

72

73

72

73

72

71

71

72

73

72

71

70

70

69

68

67

67

67

68

69

70

71

72

73

73

72

71

70

74

74

74

73

72

71

71

72

73

7070

73

72

71

70

69

6868

70

71

72

73

73

72

71

70

69

69

70

71

7272

73

68

68

69

70

71

72

73

73

74

74 7

3

73

72

71

74

74

74

74

74

OFF: 30.20’R

STA: 37+20.97

INVERT=70.42’

36" CMP

OFF: 30.16’R

STA: 36+88.31

INVERT=70.36’

36" CMP

GUARD RAIL

(3) 48"RCP

PIPE 1 (SOUTH) INVERT=67.78’STA:36+62.44 OFF:18.11’R PIPE 2 (MIDDLE) INVERT=67.63’STA:36+68.95 OFF:18.73’R PIPE 3 (NORTH) INVERT=67.66’

STA:36+74.96 OFF:18.66’R

(3) 48"RCP

PIPE 1 (SOUTH) INVERT=68.18’

PIPE 2 (MIDDLE) INVERT=67.57’STA:36+62.46 OFF:19.28’L

STA:36+75.48 OFF:18.88’L

STA:36+69.28 OFF:18.90’L PIPE 3 (NORTH) INVERT=67.72’

OFF: 30.12’L

STA: 36+52.58

INVERT=69.65’

24" RCP

OFF: 27.40’L

STA: 36+52.40

INVERT=69.98’

24" RCP

OFF: 26.82’L

STA: 36+27.55

INVERT=70.27’

24" RCP

OFF: 30.02’L

STA: 36+27.48

INVERT=70.47’

24" RCP

20.4

’

GUARD RAIL

GUARD RAIL

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:19 PM N:\Projects\CR121\planrd01.dgnDan McCranie

N

5

0 5 20

Feet

SIGNING & PAVEMENT MARKING SHEET

OM2-2V

18" SOLID WHITE @ 40’ O.C.

OM2-2V

18" SOLID WHITE @ 40’ O.C.

10’

10’

+70

6" SOLID WHITE

6" SOLID WHITE

+09

£ SURVEY

NO

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LE 61

G15-23.003,

F.

A.

C.

705-10-2

705-10-2 1 EA

1 EA

7. ALL STRIPING SHALL BE THERMOPLASTIC.

6. REMOVE ALL EXISTING OBJECT MARKERS WITHIN PROJECT LIMITS.

5. REMOVE "NARROW BRIDGE - 45 MPH" SIGNS AT BOTH APPROACHES TO THE PROJECT.

4. REMOVE ALL EXISTING PAVEMENT MARKINGS WITHIN PROJECT LIMITS.

NOT THE DISTANCE BETWEEN THE STRIPES. SEE STANDARD INDEX 17346 FOR PLACEMENT OF LANE LINES.

3. THE LANE WIDTH DIMENSIONS SHOWN IN THE SIGNING AND PAVEMENT MARKING PLANS REFLECT THE NOMINAL WIDTHS,

2. ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.

1. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF CONSTRUCTION.

Notes:

WITH RPM’s 40’ OC

6" DOUBLE YELLOW SOLID

73

72

71

70

69

68

69

70

71

72

COUNTY ROAD NO. 121

ELEVATION=73.64’

EASTING=337981.49

NORTHING=2173767.30

OFFSET=15.72R

STATION=33+29.56

"MANZIE LB 7039"

IRON ROD & CAP

SET 5/8"

35+00 36+00 37+00

70

70

70

70

70

70

7070

70

70

70

70

70

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:20 PM N:\Projects\CR121\plansp01.dgnDan McCranie

6

18’ Clear Zone 18’ Clear Zone

1:4

shldr4’ pvd

100’ R/W

70

60

Existing Pavement

Existing (3) 48" RCP

1:4

5.7’ 5’both sidesRemove guardrail

Cross Section

concrete collar (typ)Connect new RCP with Remove Existing Headwall

Travel Lane10’

Travel Lane10’

BARRIERS FOR UNPAVED DITCHES

RECOMMENDED

1’ MIN.

FL

OW

PLAN

ELEVATION

FOR RECOMMENDED SPACING.

DESIGN STANDARDS, INDEX 102. SEE CHART 1 OF INDEX 102

FDOT SPECIFICATION 104 FDOT ROADWAY AND TRAFFIC

COULD POTENTIALLY FLOW TO THEM IN ACCORDANCE WITH

DURING CONSTRUCTION PHASES IN WHICH SILT AND DEBRIS

BELOW SHOULD BE INSTALLED ALONG ALL DITCHES

SYNTHETIC BALES AS SHOWN IN THE DETAIL

REMOVE 20" DEEP UNSUITABLE SOILWITH 1:4 MESEXTEND (3) 48" CROSS DRAINS

REMOVE 20" DEEP UNSUITABLE SOILWITH 1:4 MESEXTEND (3) 48" CROSS DRAINS

OUTFALL 18’ X 8’ X 1.5’PLACE RIPRAP (RUBBLE) AT

SPECIAL DETAILS

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LE 61

G15-23.003,

F.

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C.

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:21 PM N:\Projects\CR121\spdtrd01.dgnDan McCranie

*

BY THE ENGINEER

* 100’ OR DISTANCE DETERMINED

*

SIDE STREETS

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

ROAD WORK

END

TO STOP

PREPARED

BE

ROAD WORK

END

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

TO STOP

PREPARED

BE

AHEAD

ROAD

ONE LANE

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

ROAD

ONE LANE

250’

500’

PATHS SHALL BE REMOVED OR FULLY COVERED.

LONGER APPLICABLE OR ARE INCONSISTENT WITH INTENDED TRAVEL

EXISTING OR TEMPORARY TRAFFIC CONTROL SIGNS THAT ARE NO

NOTE:

7

LANE CLOSURES ON CR 121

GENERAL SIGNING FOR TRAFFIC CONTROL

CR 121

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

CR 121

WORK ZONE SEE INDEX 600 SERIESFOR TRAFFIC CONTROL THROUGH

1320’

2640’

500’

1640’ 1000’

1000’ 1640’

500’

2640’

1320’

TRAFFIC CONTROL PLAN & DRIVEWAY DETAIL

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LE 61

G15-23.003,

F.

A.

C.

REMOVE EXISTING PAVEMENT

15’ R

15’ R

12’

TIE TO EXISTING

DRIVEWAY DETAIL

£ CR 121

EDGE OF TRAVEL LANE

PROPOSED SIDE DRAIN

N00°10’27"W (GRID)

N00°08’10"W (FL. D.O.T.)

EDGE OF ASPHALTEDGE OF ASPHALT

EDGE OF ASPHALT

EDGE OF ASPHALT

CONCRETE

HEADWALL

36+00 37+00

GUARD RAIL

GUARD RAIL

GUARD RAIL

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:23 PM N:\Projects\CR121\spdtrd01.dgnDan McCranie

2. CONTROLS

a. CONSTRUCTION ACTIVITY:

PROJECT DESCRIPTION:

b. MAJOR SOIL DISTURBING ACTIVITIES:

d. (1) RUNOFF COEFFICIENTS BEFORE, DURING, AND AFTER CONSTRUCTION

(2) DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE:

(3) ESTIMATES OF SIZE OF DRAINAGE AREA FOR EACH OUTFALL:

a. EROSION AND SEDIMENT CONTROLS:

(1) STABILIZATION PRACTICES:

TEMPORARY SODDING

TEMPORARY GRASSING

PERMANENT PLANTING, SODDING, OR SEEDING

TEMPORARY MULCHING

ARTIFICIAL COVERING

BUFFER ZONES

PRESERVATION OF NATURAL RESOURCES

(2) STRUCTURAL PRACTICES

ROCK BAGGING

SILT FENCES

HAY BALES

BERMS

DIVERSION, INTERCEPTOR, OR PERIMETER DITCHES

PIPE SLOPE DRAINS

FLUMES

ROCK BEDDING AT CONST. AREA

TIMBER BEDDING AT CONST. EXIT

DITCH LINER

SEDIMENT TRAPS

SEDIMENT BASINS

STORM INLET SEDIMENT TRAP

STONE OUTLET STRUCTURES

CURBS AND GUTTERS

STORM SEWERS

VELOCITY CONTROL DEVICES

TURBIDITY BARRIER

RIP RAP

c. OTHER CONTROLS

(1) WASTE DISPOSAL:

(2) OFFSITE VEHICLE TRACKING:

(3) SANITARY WASTE:

ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS

NECESSARY OR AS REQUIRED BY LOCAL REGULATION BY A LICENSED SANITARY

WASTE MANAGEMENT CONTRACTOR.

HAUL ROADS DAMPENED FOR DUST CONTROL

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

EXCESS DIRT ON ROAD REMOVED DAILY

1. SITE DESCRIPTION

X

X

X

PROJECT LIMITS:

e. LOCATIONS OF DRAINAGE AREAS AND OUTFALLS:

b. DESCRIPTION OF STORMWATER MANAGEMENT:

CLEARING AND GRUBBING & GRADING

CLEARING, GRUBBING, AND GRADING:

CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED

ERODIBLE AREAS EXPOSED TO WEATHER. AREAS OUTSIDE THE LIMITS OF CONSTRUCTION

SHALL NOT BE DISTURBED.

EXCAVATION:

EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY

BY HIGH WATER OR STORM WATER RUNOFF. ANY STOCKPILES SHALL BE COVERED OR ENCIRCLED

WITH SEDIMENT CONTAINMENT DEVICES ADEQUATE FOR ANY SEVERE STORM CONDITION.

CONSTRUCTION:

PERMANENT BANK STABILIZATION SHALL BE PLACED IMMEDIATELY (WITHIN THE SAME DAY)

AFTER FINAL GRADING. ANY DAMAGES TO PERMANENT PLANTINGS DURING THE COURSE OF

CONSTRUCTION SHALL BE REPAIRED BEFORE THE END OF EACH DAY. ALL FILL SHALL BE

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

IN CONSTRUCTION. SEDIMENT CONTROL DEVICES WILL BE EMPLOYED AS A PERIMETER DEFENSE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURES:

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP

AGAINST ANY TRANSPORTATION OF SILT BEYOND THE CONSTRUCTION LIMITS.

STABILIZATION MEASURES, ON AREAS OTHER THAN SLOPES, CHANNELS, OR DITCHES, SHALL BE

INITIATED FOR EROSION AND SEDIMENT CONTROL OF DISTURBED AREAS AS SOON AS PRACTICABLE

IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED. IN NO CASE SHALL STABILIZATION FAIL TO BE PROVIDED IN AREAS WHERE CONSTRUCTION

ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

AND ANY OTHER MISCELLANEOUS ITEMS AS INDICATED WITHIN THE CONTRACT DOCUMENTS, THE

FOR ALL SLOPES, CHANNELS, OR DITCHES, PERMANENT SOIL EROSION CONTROL MEASURES SHALL BE

COMPLETED IMMEDIATELY (WITHIN THE SAME DAY) AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE

TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY

EROSION CONTROL MEASURES SHALL BE INSTALLED IMMEDIATELY (WITHIN THE SAME DAY). ALL

THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY

EROSION CONTROL, INCLUDING BUT NOT LIMITED TO SILT FENCES, HAY BALES, TURBIDITY BARRIERS

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT,

(1) STABILIZATION PRACTICES:

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED ON SITE. ALL CONSTRUCTION WASTE MATERIAL

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

STABILIZED CONSTRUCTION ENTRANCE

UNSTABILIZED AREAS TO PUBLIC ROADS AS WELL AS FROM POND SITES OR STOCKPILE AREAS

OTHER: SOIL TRACKING PREVENTION DEVICES SHALL BE CONSTRUCTED AT POINTS OF EGRESS FROM

ANY SPILLAGE SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE

FILL SHALL BE PROTECTED PRIOR TO PLACEMENT OF FILL AND THESE PROTECTIVE MEASURES

SHALL REMAIN IN PLACE UNTIL ALL PERMANENT PLANTING HAS ADEQUATELY ROOTED AND GROWN TO

PROVIDE PERMANENT EROSION CONTROL.

CONTRACTOR IS REQUIRED TO UPDATE THE SWPPP TO REFLECT ANY ADDITIONAL CONTROLS

NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL, RECEIVING

WATER, OR OTHERWISE VIOLATING STATE AND FEDERAL PERMIT REQUIREMENTS. THE CONTRACTOR

WILL ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS TO ADAPT TO SEASONAL VARIATIONS

AND SUPPLY CONTRACT TIME SCHEDULES FOR THE IMPLEMENTATION OF EACH SUBMITTAL.

NARRATIVE - SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS.

(4) FERTILIZERS AND PESTICIDES:

(5) NON-STORM WATER DISCHARGE (INCLUDING SPILL REPORTINGS):

NO NON-STORM WATER DISCHARGES ARE ANTICIPATED

FERTILIZERS AND/OR PESTICIDES SHALL BE APPLIED BY A LICENSED OR CERTIFIED APPLICATOR AS

FERTILIZER WILL BE APPLIED ACCORDING TO THE APPLICABLE SUBSECTIONS OF EITHER SECTION 570

OR 577 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT

RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER. DISPOSITION OF HAZARDOUS WASTE

WILL BE MADE IN ACCORDANCE WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL,

STATE, OR FEDERAL AGENCY HAVING JURISDICTION, IF CONTAMINATED SOIL OR GROUND WATER

CONTROL.

IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS MATERIALS COORDINATOR AT 386-943-5000.

PROJECT ENGINEER.

ACTIVITIES HAVE CEASED FOR MORE THAN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION

PREVENTION PLAN STORM WATER POLLUTION

X

SYNTHETIC BALES AND SILT FENCES HAVE BEEN INCLUDED AS STRUCTURAL PRACTICES PAY ITEMS IN

THE SUMMARY OF QUANTITIES WITHIN THE CONSTRUCTION PLANS.

SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES.

INSTALLATION OF PERIMETER CONTROLS.

PROTECTED PRIOR TO PLACEMENT OF FILL AND THESE PROTECTIVE MESURES SHALL REMAIN

IN PLACE UNTIL ALL PERMANENT PLANTING HAS ADEQUATELY ROOTED AND GROWN TO PROVIDE

PERMANENT EROSION CONTROL.

CONTRACTOR’S EROSION CONTROL PLAN, OR AS REQUIRED PER APPLICABLE STANDARDS OR THE

STORMWATER FROM THE PROPOSED CONSTRUCTION WILL CONTINUE TO DISCHARGE IN THE SAME MANNER

AS THE EXISTING CONDITION.

DIRECTED BY THE ENGINEER

IF CONTAMINATED SOIL OR GROUNWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS

MATERIALS COORDINATOR

BEFORE: 0.37, DURING: 0.42, AFTER: 0.42

8

TOTAL AREA TO BE DISTURBED: .03 AC

EXISTING STRUCTURES SHALL BE PROTECTED FROM SILTATION DURING CONSTRUCTION.

REMOVAL OF HEADWALL, EXTENSION OF CROSS DRAIN, ADDITION OF MITERED END SECTIONS

NASSAU/DUVAL COUNTY LINE

REMOVAL OF HEADWALL, EXTENSION OF CROSS DRAIN, ADDITION OF MITERED END SECTIONS

INSTALLATION OF PIPE

INSTALLATION OF MES

PLACEMENT OF RIP-RAP AND FINAL SOD

c. TOTAL PROJECT AREA: LESS THAN 0.2 AC

THE EXISTING SOIL IS MUCK AND SOFT SOILS

302.87 AC.

OR QUANTITY OF THE EXISTING PIPES

THIS CROSS DRAIN ALLOWS FOR FLOWS UNDER CR 121. THIS PROJECT DOES NOT CHANGE THE SIZE

f. (1) NAME OF RECEIVING WATERS: UNKNOWN

X

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:24 PM N:\Projects\CR121\swpprd01.dgnDan McCranie

PREVENTION PLAN STORM WATER POLLUTION

d. APPROVED STATE, LOCAL PLANS, OR STORM WATER PERMITS:

4. INSPECTION:

3. MAINTENANCE:

THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION

104 EROSION CONTROL PLAN.

WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST

ONCE EVERY MONTH AT THE FOLLOWING LOCATIONS AS A MINIMUM:

POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES

POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SEWER SYSTEMS

DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED

AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION

STRUCTURAL CONTROLS

STORMWATER MANAGEMENT SYSTEMS

LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PREVENTION CONTROLS.

DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF

EROSION. SEDIMENTATION, TURBIDITY AND POLLUTION CONTROL MEASURES. REMEDIAL ACTION SHALL

BE PERFORMED IMMEDIATELY.

THE CONTRACTOR IS REQUIRED TO INSPECT ALL EROSION CONTROL FEATURES AT LEAST ONCE EVERY

FEATURES AS REQUIRED HEREIN AND AS SPECIFIED IN STATE AND/OR FEDERAL ENVIRONMENTAL

REGULATORY PERMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE DAILY REVIEW OF THE

LOCATION OF SILT FENCES IN AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CHANGED THE NATURAL

CONTOUR AND DRAINAGE RUNOFF TO ENSURE THAT SILT FENCES ARE PROPERLY LOCATED

FOR EFFECTIVENESS. THE CONTRACTOR WILL USE FDOT FORM 650-040-03 TO REPORT ALL

INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION.

THE CONTRACTOR WILL SIGN EACH INSPECTION REPORT AND SUBMIT IT WEEKLY TO THE ENGINEER.

SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT OF 0.5 INCHES

(12.7 mm) OR GREATER. IN ADDITION, THE CONTRACTOR WILL MAINTAIN ALL EROSION CONTROL

THIS PROJECT SHALL COMPLY WITH STATE WATER QUALITY STANDARDS. THE CONTRACTOR IS REQUIRED

TO FILE FOR THE FL NPDES "NOTICE OF INTENT" AS OPERATOR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF RAIN GAUGES.

DAILY RAINFALL DATA WILL BE RECORDED AND SUBMITTED TO THE ENGINEER ALONG WITH THE

WEEKLY INSPECTIONS REPORTS.

9

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

CONSTRUCTION PLANS FOR:

NASSAU COUNTY ENGINEERINGNASSAU COUNTY FLORIDA

NASSA

U

C

OUNTY FLORID

A

IN GOD WE TRUS

T

Certificate of Authorization No. 8269

(904) 335-8685

Fernandina Beach, FL 32034

95094 Arbor Lane

P.E. # 50627

Daniel I. McCranie, P.E.Engineer of Record:

CR 121

2/25/2013 1:44:25 PM N:\Projects\CR121\swpprd01.dgnDan McCranie