Oriole_Beach_Boat_Ramp_01092026_Bid_Set.pdf

PROJECT SITE

ORIOLE BEACH

BOAT RAMP

N508907.15'

E1151240.35'

LAT N030° 22' 25.70"

LONG W087° 05' 30.63"

3187 LINDEN AVENUE

GULF BREEZE, FL 32570

SANTA ROSA SOUND

ORIOLE BEACH

BOAT RAMP

PROJECT

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HORIOLE BEACH BOAT RAMP IMPROVEMENTS

FOR

SANTA ROSA COUNTY, FLORIDA

LOCATION MAP

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C1.0 COVER SHEET

C1.1 NOTES

C2.0 EXISTING CONDITIONS

C3.0 EROSION CONTROL PLAN

C3.1 EROSION CONTROL PLAN DETAILS

C4.0 DEMOLITION PLAN

C5.0 SITE PLAN

C6.0 PAVING, GRADING, & DRAINAGE PLAN

C6.1 PROFILE & CROSS-SECTION

C6.2 PAVING, GRADING, & DRAINAGE DETAILS

C6.3 PAVING, GRADING, & DRAINAGE DETAILS

C6.4 PAVING, GRADING, & DRAINAGE DETAILS

C6.5 PAVING, GRADING, & DRAINAGE DETAILS

C6.6 PAVING, GRADING, & DRAINAGE DETAILS

C6.7 PAVEMENT MARKING DETAILS

C7.0 SOIL BORING PLANVIEW

C7.1 SOIL BORING CROSS-SECTIONS

C8.0 EXISTING CONDITIONS DRAINAGE MAP

C8.1 PROPOSED CONDITIONS DRAINAGE MAP

C9.0 RAMP & SEAWALL DETAILS

C10.0 DOCK DETAILS

C11.0 LANDSCAPE PLAN

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FEMA MAP

PROJECT :

ISSUED FOR BID BY

SANTA ROSA COUNTY

6051 OLD BAGDAD HIGHWAY, SUITE 301

MILTON, FL 32583

PHONE: 850-981-7135

SITE WORK, CIVIL ENGINEER

COASTAL TECHNOLOGY CORPORATION

3625 20TH STREET,

VERO BEACH, FL 32960

PHONE: 772-562-8580

PROJECT LOCATION

THE ACTIVITIES AUTHORIZED BY THIS PERMIT ARE LOCATED AT 3187 LINDEN AVE. GULF BREEZE, FL 32563.

PARCEL IDS 31-2S-28-2980-00100-0010 & 31-2S-28-2980-00000-PARK, IN SECTION 31, TOWNSHIP 2 SOUTH, RANGE

28 WEST IN SANTA ROSA COUNTY.

PERMITS REQUIRED

SANTA ROSA COUNTY SITE PERMIT

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ENVIRONMENTAL RESOURCE PERMIT

USACE (BULKHEAD) & (BOAT RAMP)

SURVEYOR

RUBEN SURVEYING & MAPPING

913 GULF BREEZE PKWY, STE. 6

GULF BREEZE, FLORIDA, 32561

PHONE: 850-916-7382

GEOTECHNICAL ENGINEER

LARRY M. JACOBS & ASSOCIATES, INC.

328 EAST GADSEN STREET

PENSACOLA, FLORIDA 32501

PHONE 850-434-8046

INFO TABLE - ADJACENT PARCELS

(SEE MAP AT LEFT)

PARCEL ID

CURRENT

ZONING

FUTURE

LAND

USE

EXISTING

LAND

USE

1 31-2S-28-2980-00100-0020 R1 SFR SFR

2 31-2S-28-2980-00400-0232 R1 SFR SFR

3 31-2S-28-2980-00400-0230 R1 SFR SFR

4 31-2S-28-2980-00300-0250 R1 SFR SFR

5 31-2S-28-2980-00200-0130 R1 SFR SFR

6 31-2S-28-2980-00700-0120 R1 SFR SFR

ADJACENT PARCELS MAP

BID SET

PROJECT DESCRIPTION

IN GENERAL, THE PROJECT CONSISTS OF REMOVAL OF AN EXISTING DILAPIDATED CONCRETE BOAT RAMP WITH CONSTRUCTION OF A NEW CONCRETE BOAT RAMP AND SITE IMPROVEMENTS. AS SHOWN ON THE

DRAWINGS, THE PROJECT CONSISTS OF:

A. DEMOLITION AND REMOVAL OF EXISTING DILAPIDATED CONCRETE SITE FEATURES INCLUDING:

· CONCRETE BOAT RAMP,

· CONCRETE SIDEWALK,

· CONCRETE HANDICAPPED PARKING PADS,

· SEAWALL, AND

· RUBBLE;

B. CONSTRUCTION OF:

· NEW CONCRETE BOAT RAMP – VIA:

0 REMOVAL AND REPLACEMENT OF SEGMENTS OF EXISTING DOCKS,

0 INSTALLATION OF TEMPORARY SHEET PILE COFFERDAM TO SUPPORT DEWATERING

DURING NEW RAMP CONSTRUCTION

0 FORMING AND POURING OF NEW CONCRETE RAMP,

· VINYL SHEET PILE SEAWALL TO STABILIZE THE SHORELINE;

· STORMWATER COLLECTION SYSTEM INCLUDING:

0 CATCH BASINS,

0 MANHOLES,

0 REINFORCED CONCRETE CULVERTS (RCP), AND

0 AN UNDERGROUND STORMWATER RETENTION SYSTEM

· ASPHALT AND GRAVEL PARKING AREAS,

· LANDSCAPING, AND

· SIGNAGE.

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C1.1

GENERAL NOTES

1. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED ON THE DRAWINGS (PLANS) SHALL BE OF THE LATEST

EDITION AND/OR REVISION.

2. IN GENERAL, ITEMS SHOWN AS BOLD LINEWORK REPRESENT PROPOSED FEATURES TO BE CONSTRUCTED AS

PART OF THESE PLANS, UNLESS NOTED OTHERWISE. SHADED LINEWORK TYPICALLY REPRESENTS EXISTING

FEATURES OR ITEMS SHOWN FOR INFORMATION ONLY, UNLESS OTHERWISE NOTED.

3. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE COUNTY AND ENGINEER ASSUME NO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY BE DISCOVERED BY THE CONTRACTOR BETWEEN THE PLANS AND ACTUAL

FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, SUCH AS RIGHT OF WAY PERMIT(S), EXCAVATION/ FILL PERMIT(S), FIRE PROTECTION PERMIT(S), UNDERGROUND UTILITY PERMIT(S), AND ANY OTHER PERMITS IF REQUIRED TO CONSTRUCT THE PROJECT, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA OF ALL APPLICABLE AGENCIES, SCHEDULING OF INSPECTIONS, AND OBTAINING

REQUIRED INSPECTIONS FROM AGENCY.

5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES TO THE ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO DELIVERY OF THE SUBJECT STRUCTURES TO THE PROJECT SITE.

6. SURVEY MONUMENTS OR BENCHMARKS WHICH HAVE TO BE DISTURBED FOR CONSTRUCTION SHALL BE

REPLACED BY THE CONTRACTOR VIA A LICENSED LAND SURVEYOR IN THE STATE OF FLORIDA.

7. SITE WORK SHALL COMPLY WITH THE LATEST FLORIDA BUILDING CODE AND ACCESSIBILITY CODE.

8. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH

COMPLETE AS-BUILT DRAWINGS, CERTIFIED BY A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA. THE AS-BUILT DRAWINGS SHALL INCLUDE, AT A MINIMUM: TOP OF PIPE & INVERT ELEVATIONS AND HORIZONTAL LOCATIONS OF ALL STORMWATER, WATER, SANITARY SEWER, AND RECLAIM WATER UTILITIES INSTALLED; PAVEMENT GRADE BREAK LOCATIONS AND SUFFICIENT ELEVATIONS OF FINISHED GRADE SURFACES WHICH ALLOW THE ENGINEER TO DETERMINE COMPLIANCE WITH THE DESIGN PLANS; TOP & INVERT ELEVATIONS

OF STORMWATER PIPES, STORMWATER STRUCTURES, POND GRADES, AND SWALES.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING CONSTRUCTION.

SITE PLAN NOTES

1. ALL SIGNS SHALL COMPLY WITH THE U.S. DEPARTMENT OF TRANSPORTATION “MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD)”, LATEST EDITION.

2. ALL DIMENSIONS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE NOTED.

3. PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF THE LATEST FDOT “STANDARD PLANS FOR ROAD

CONSTRUCTION” SPECIFICATIONS.

PAVING, GRADING, & DRAINAGE NOTES

1. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988.

2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, INSPECTED, AND TESTED PRIOR TO BASE AND SURFACE

CONSTRUCTION.

3. CONTRACTOR TO ADJUST ANY EXISTING UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE THAT IS AFFECTED

BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON THE PLANS OR NOT.

4. ALL DRAINAGE STRUCTURES SHALL CONFORM WITH FDOT “STANDARD PLANS FOR ROAD CONSTRUCTION” INDEX 425.

5. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS.

6. ALL DRAINAGE PIPES SHALL BE FILTER FABRIC WRAPPED AT THE JOINTS.

7. A GEOTECHNICAL ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED, OF WHICH COPIES ARE AVAILABLE THROUGH THE OWNER OR THEIR SOIL TESTING COMPANY. CONTRACTOR TO FOLLOW THE GUIDANCE

OF THE REFERENCED GEOTECHNICAL ENGINEERING INVESTIGATION REPORT.

8. A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO PROVIDE ON-SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND TESTING OF THE COMPACTED FILL SO THAT PROPER

DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE PROVIDED.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SOIL TESTING TO ENSURE SUFFICIENT SOIL DENSITIES, AS

DIRECTED BY THE GEOTECHNICAL INVESTIGATION REPORT, FOR ALL FOOTINGS.

10. PROPOSED SPOT ELEVATIONS ARE FOR FINISHED PAVEMENT AND/OR GROUND SURFACES. SPOT ELEVATIONS

SHOWN INCLUDE SOD OR GROUND COVER HEIGHT.

11. SIDEWALKS – ALL SIDEWALKS CONSTRUCTED IN SANTA ROSA COUNTY SHALL MEET THE FOLLOWING

REQUIREMENTS:

a. THE CONCRETE SHALL HAVE A MINIMUM STRENGTH OF THREE THOUSAND (3,000) POUNDS PER SQUARE INCH

(PSI).

b. THE MINIMUM WIDTH OF SIDEWALKS SHALL NOT BE LESS THAN FIVE (5) FEET.

c. THE SIDEWALK SHALL NOT BE LESS THAN FOUR (4) INCHES THICK. AT DRIVEWAYS A MINIMUM THICKNESS OF

SIX (6) INCHES OR FOUR (4) INCHES WITH WOVEN WIRE FABRIC REINFORCEMENT SHALL BE REQUIRED

d. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH 2% CROSS SLOPE MAXIMUM AND SHALL MEET ADA

REQUIREMENTS.

e. ONE-HALF (1/2) INCH EXPANSION JOINTS SHALL BE AT THIRTY (30) FOOT INTERVALS OR LESS, WITH CONTROL

JOINTS AT TEN (10) FOOT INTERVALS.

UTILITY GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR (A) VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND (B) SHALL IMMEDIATELY NOTIFY THE ENGINEER OF

RECORD IF THERE ARE DISCREPANCIES WITH WHAT IS SHOWN ON THESE PLANS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO ANY RELOCATIONS OR DISTURBANCES.

3. THE CONTRACTOR SHALL COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY COMPANY REGARDING RELOCATION OF UNDER GROUND OR ABOVE GROUND FACILITIES, AND ASSOCIATED ELECTRIC FACILITIES.

4. ALL UTILITY MATERIALS AND PRODUCTS MUST COMPLY WITH ASTM STANDARDS AND SPECIFICATIONS.

DEMOLITION NOTES

1. EXISTING INFORMATION SHOWN ON THESE PLANS IS BASED ON THE BOUNDARY SURVEY BY RUBEN SURVEYING AND MAPPING. TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY 3187 LINDEN AVENUE, GULF BREEZE, FL" JOB NO

23226-22, DATED 03/23/2022.

2. CONTRACTOR SHALL RESTORE OFF-SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTING

PRIOR TO CONSTRUCTION.

3. ALL DISTURBED AREAS NOT DESIGNED TO BE LANDSCAPED OR SODDED SHALL BE SODDED AND MULCHED AS MAY

BE ACCEPTED BY THE ENGINEER.

4. SITE DEMOLITION ACTIVITIES SHALL BE CONDUCTED TO ENSURE MINIMUM DISTURBANCE OR INTERFERENCE WITH

EXISTING PUBLIC FACILITIES BEYOND THAT NECESSARY FOR CONSTRUCTION.

SURVEYOR'S NOTES (SEE SURVEY)

1. NORTH AND THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011 NGS ADJUSTMENT).

2. THE MEASUREMENTS SHOWN HEREON WERE MADE TO UNITED STATES STANDARDS AND WERE RECORDED IN

DECIMAL OF FEET UNLESS OTHERWISE MARKED.

3. NO TITLE SEARCH WAS PERFORMED BY NOR PROVIDED TO THIS FIRM FOR THE SUBJECT PROPERTY. THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS, RIGHTS-OF-WAY, BUILDING SETBACKS, STATE AND/OR FEDERAL JURISDICTIONAL AREAS RESTRICTIVE COVENANTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE

BOUNDARIES OR USE OF THE SUBJECT PROPERTY.

4. THE SURVEY DATUM SHOWN HEREON IS REFERENCED TO THE LEGAL DESCRIPTION AS FURNISHED, RECORDED IN OFFICIAL RECORDS BOOK 2647, AT PAGE 1090 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA THE PLAT OF ORIOLE BEACH AS RECORDED IN PLAT BOOK A, AT PAGE 36 OF SAID PUBLIC RECORDS, PREVIOUS

SURVEYS BY THIS FIRM AND TO EXISTING FIELD MONUMENTATION.

5. STATE AND FEDERAL COPYRIGHT ACTS PROTECT THIS MAP FROM UNAUTHORIZED USE. THIS MAP IS NOT TO BE COPIED OR REPRODUCED EITHER IN WHOLE OR IN PART, OR TO BE USED FOR ANY OTHER FINANCIAL TRANSACTION. THIS DRAWING CANNOT BE USED FOR THE BENEFIT OF ANY OTHER PERSON, COMPANY OR FIRM

WITHOUT THE PRIOR WRITTEN CONSENT OF THE COPYRIGHT OWNER.

6. IN ACCORDANCE WITH STATE OF FLORIDA ADMINISTRATIVE CODE, ANY ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING SURVEYOR AND MAPPER ARE PROHIBITED WITHOUT PRIOR WRITTEN

CONSENT OF THE SIGNING SURVEYOR AND MAPPER.

7. THE STRUCTURE DIMENSIONS IF ANY DO NOT INCLUDE THE EAVES OR OVERHANG OR THE FOUNDATION FOOTINGS.

8. ABOVE-GROUND UTILITIES AND EVIDENCE OF SUBTERRANEAN UTILITIES ARE SHOWN HEREON. THERE MAY BE

ADDITIONAL SUBTERRANEAN UTILITIES WHICH ARE NOT SHOWN HEREON.

9. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)

BASED ON UNITED STATES COAST AND GEODETIC SURVEY BENCHMARK CK Z 25, WITH A PUBLISHED ELEVATION OF

28.10 FEET.

EROSION CONTROL NOTES

1. NO CLEARING, GRADING, EXCAVATING, FILLING, OR OTHER DISTURBANCE OF THE NATURAL TERRAIN SHALL OCCUR UNTIL EROSION AND SEDIMENTATION CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE OPERATIONS

NEEDED TO IMPLEMENT THESE MEASURES.

2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA STORMWATER EROSION AND

SEDIMENTATION CONTROL INSPECTOR'S MANUAL PUBLISHED BY FDEP.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS AND ALL REPORTING AND MAINTENANCE REQUIREMENTS UNTIL SUCH TIME THE SITE IS FULLY STABILIZED AND THE PROJECT

INFRASTRUCTURE IS ACCEPTED BY THE OWNER.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE ALL SEDIMENT AND EROSION CONTROL MEASURES AS

REQUIRED BY REGULATORY AGENCIES.

5. THE CONTRACTOR SHALL CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER

METHODS AS NECESSARY.

6. NO WATER FROM DEWATERING ACTIVITIES SHALL LEAVE THE SITE UNLESS IN CONFORMANCE WITH AN APPROVED

DEWATERING PLAN.

7. ALL MEANS/METHODS/TECHNIQUES SHOWN ON THESE DRAWINGS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS DEEMED NECESSARY TO PREVENT

EROSION AND SILTATION.

8. THE EROSION CONTROL PLAN WITHIN THE CONTRACTION PLANS IS A GUIDE TO BE USED BY THE CONTRACTOR TO DEVELOP A SWPPP FOR THE PROJECT AND CONTRACTOR SHALL PROVIDE THE SWPPP TO THE COUNTY PRIOR TO

THE START OF CONSTRUCTION.

9. THE CONTRACTOR SHALL PROVIDE THE COUNTY ENGINEER WITH A COPY OF THE NPDES PERMIT PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES AS REQUIRED BY FDEP'S NPDES PROGRAM.

10. CONTRACTOR IS TO MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME, THE DISTURBANCE OF STEEP SLOPES, AND THE DURATION OF EXPOSURE DURING CONSTRUCTION. THIS INCLUDES AVOIDING CLEARING, GRUBBING, AND GRADING THE ENTIRETY OF THE SITE AT ONCE. THE CONTRACTOR SHALL SUBMIT A PHASED CONSTRUCTION SCHEDULE PRIOR TO THE START OF CONSTRUCTION WHICH INCLUDES A DESCRIPTION OF CONSTRUCTION TECHNIQUES, SEQUENCING, AND EQUIPMENT. CONTRACTOR SHALL APPLY SUBSECTION 11.1.2 OF ERP APPLICANT'S HANDBOOK VOLUME I AND PART 3 OF SECTION E OF THE ERP APPLICATION FORM 62-330.060(1).

11. CONTRACTOR SHALL PROVIDE FOR THE FOLLOWING REGARDING STOCKPILES DURING CONSTRUCTION:

A. SHALL BE PROTECTED AGAINST DUST AND EROSION AND SHALL BE LOCATED TO NOT TO OBSTRUCT

NATURAL DRAINAGE PATTERNS.

B. SHALL NOT BE GREATER THAN 20-FEET HEIGHT AT ITS PEAK.

C. SHALL NOT EXCEED A 2:1 SLOPE.

D. INSTALL SILT FENCE OR OTHER STOCKPILE PROTECTIONS TO ENSURE THE STOCKPILE IS CONTAINED.

E. APPLY PRINCIPLES OF FDM (FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER

MANAGEMENT) CHAPTER 6.

12. ANY SEDIMENT OR DEBRIS THAT LEAVES THE DEVELOPMENT SITE SHALL BE PROPERLY RECOVERED FOR USE

ONSITE - UNLESS OTHERWISE ACCEPTED BY THE ENGINEER.

13. AT ALL TIMES DURING CONSTRUCTION, CLEARED AREAS SHALL BE STABILIZED. FINAL STABILIZATION MEASURES

SHALL BE IN PLACE WITHIN FOURTEEN (14) DAYS OF FINAL GRADING.

14. CONTRACTOR SHALL UTILIZE CONTROL MEASURES THAT COMPLY WITH THE MANAGEMENT PRACTICES CONTAINED IN THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION’S “EROSION & SEDIMENT CONTROL DESIGNER AND

REVIEWERS MANUAL” LATEST EDITION.

15. WHERE TRAFFIC WILL BE LEAVING THE SITE AND MOVING DIRECTLY ONTO THE ADJACENT PAVED ROAD, CONTRACTOR SHALL MAINTAIN EROSION REDUCTION MEASURES SO AS TO MINIMIZE SEDIMENT OR DEBRIS FROM LEAVING THE PROJECT AREA THROUGH THE USE OF SOIL TRACKING PREVENTATIVE MEASURES, ANY SEDIMENT OR DEBRIS THAT LEAVES THE DEVELOPMENT SITE SHALL BE PROPERLY RECOVERED BY THE CONTRACTOR.

PROJECT DESCRIPTION

THE PROJECT CONSISTS OF (A) THE DEMOLITION OF A ±2895 SF CONCRETE BOAT RAMP, ±779 CONCRETE PARKING PAD AND CONCRETE WALKWAY, ±40 CONCRETE SEAWALL, AND ±234 CONCRETE RUBBLE. (B) DEVELOPMENT OF ±0.77 ACRES OF LAND. THE DEVELOPMENT INCLUDES THE CONSTRUCTION OF A 2,882 SF CONCRETE BOAT RAMP, 29,010 SF CONCRETE PARKING, ONSITE AND OFFSITE RETENTION AREAS WITH DRAINAGE FEATURES, 184 LF CONCRETE RETAINING WALLS, 186 LF VINYL SEAWALL. THE NEW CONSTRUCTION WILL CONFORM TO SANTA ROSA COUNTY LAND

DEVELOPMENT CODE.

PROPERTY DESCRIPTION

FROM THE WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 2647, AT PAGE 1090, OF THE PUBLIC RECORDS OF

SANTA ROSA COUNTY, FLORIDA.

LOT 1, BLOCK 1, ORIOLE BEACH, A SUBDIVISION OF LOT 6, SECTION 31, TOWNSHIP 2 SOUTH, RANGE 28 WEST, AS RECORDED IN PLAT BOOK A AT PAGE 36 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA. LESS AND

EXCEPT THE NORTH 5 FEET DEEDED TO THE DEPARTMENT OF TRANSPORTATION.

AND ALSO

(PREPARED BY RUBEN SURVEYING AND MAPPING)

THE PARK AREA AS SHOWN ON THE PLAT OF ORIOLE BEACH, A SUBDIVISION OF LOT 6, SECTION 31, TOWNSHIP 2 SOUTH, RANGE 28 WEST, AS RECORDED IN PLAT BOOK A AT PAGE 36 OF THE PUBLIC RECORDS OF SANTA ROSA

COUNTY, FLORIDA.

FEMA NOTE

ACCORDING TO FEMA FIRM MAP NUMBER 12113C0539H DATED OCTOBER 27, 2022, THE SUBJECT PROPERTY LIES

WITHIN ZONE VE (EL 12 FEET) AND ZONE AE (EL 9 FEET).

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HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F) N00°26'48"E 150.95'(F)

9.7'

.9

9.7'

.0

279.7'

.9

'279.7'9 .8

115.9'115.9'

.9

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

BOAT

RAMP

SIGN

NO

PARKING

SIGN

NO

PARKING

SIGN

BIKE

RACK

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND

DISK LS #5791

SET IN EDGE OF

PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND

DISK LS #5791

SET IN TOP OF

PILING,

ELEVATION=

LIGHT

POLE

BOAT

TRAILER

PARKING

SIGN

EDGE OF GRAVEL PARKING

EDGE OF GRAVEL PARKING

EDGE OF

GRAVEL PARKING

NO

PARKING

SIGN

GUY

ANCHOR

8' HIGH

WOOD

FENCE

(TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

WILDLIFE

INFORMATION

SIGN

CO

N

CRET

E W

ALK

CONCRETE FOR

HANDICAP PARKING

CAUTION

PILINGCAUTION

PILING

CAUTION

PILING

HANDICAP

PARKING

SIGN

50.00'(D) S00°25'37"W 50.47'(F)

.0

'(P

.3

'(F

.0

'(P

.5

'(F

S °2

'5

"E

.9

'(F

.0

'(P

L O

T

B L

O C

K

200.00'(P)

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S

°2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF

BLOCK 2

P L A

T T E

D S

O U

T H

R /W

P L A

T T E

D N

O R

T H

R /W

L

IN

E F

IE

L D

M O

N U

M E

N T E

D S

O U

T H

.0

'(P

S

°2

'5

"E

.9

'(F

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

(W

IT

N E

S S

L

IN

E O

N L Y

S °0

'2

"W

.2

'(F

200'(P)

N. 0.22' E. 0.00'

P L A

T T E

D S

O U

T H

R /W

L

IN

E

L O

T

L O

T

B L

O C

K

D E

E D

S O

U T H

R /W

L

IN

E

P L A

T T E

D S

O U

T H

R /W

L

IN

E '(P

.9

'(F

.1

'(F

.0

'(P

S

°3

'1

"E

.9

'(F

.8

'(F

'(P

S

°3

'1

"E

.0

'(F

L O

T

L O

T

B L

O C

K

'(P

S

°3

'1

"E

.9

'(F

'(P

.9

'(F

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

S A

N T

A

R

O S

A

S

O U

N D

SHORELINE

AS PER FIELD

SURVEY

DATE

.0 '(P

S

°3

'1

"E

.9

'(F

MEAN HIGH WATER LINE

0.90' EL (NAVD88)

EXISTING BULKHEAD

EXISTING BULKHEAD

EXISTING CONCRETE

RUMBLE

O R

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

T S

F O

R S

A N

T A

R O

S A

C O

U N

T Y

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N N

U M

B E

R

C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A Q

N

C H

E C

K E

D B

Y : M

P W

P R

O

JE

C T N

O

.0

D A

T E

D R

A W

N

/1

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

.E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H

60300

E X

IS

T

IN

G C

O N

D

IT

IO

N

S

LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

OHU OHU OHU OHU

CONCRETE

LIME ROCK DIRT

PAVED ROADWAY

SUBMERGED AQUATIC VEGETATION5.4x

NOTES:

1. EXISTING TREES, SUBMERGED AQUATIC VEGETATION (SAV), AND CONCRETE BOAT RAMP ARE FROM A DRAWING TITLED "AS-BUILT

DRAWINGS" FROM SANTA ROSA COUNTY DATED FEBRUARY 05, 2021.

2. EXISTING INFORMATION SHOWN ON THESE PLANS IS BASED ON THE BOUNDARY SURVEY BY RUBEN SURVEYING AND MAPPING. TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY 3187 LINDEN AVENUE, GULF BREEZE, FL" JOB NO 23226-22, DATED 03/23/2022.

3. SEE SURVEYORS NOTES SHEET C1.1.

C2.0

SCALE IN FEET

(11x17) 1"=60' (24x36) 1"=30'

AutoCAD SHX Text W

AutoCAD SHX Text

NORTH 5' DEDICATED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

NORTH

W

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

H

IL

D

A H

H

E R

T Z

L

IN

D E

N A

V E

N U

E G

U L F

B R

E E

Z E

F

L O

R

ID

A

-2 S

-2

-2

-0

-0

G U

L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

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B E

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-2 S

-2

-2

-0

-0

R

IC

K

A R

D A

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V

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M O

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M A

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C O

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U L F

B R

E E

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F

L O

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ID

A

B A

Y S

T R

E E

T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'9 .8

115.9'115.9'

.9

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

BOAT

RAMP

SIGN

NO

PARKING

SIGN

NO

PARKING

SIGN

BIKE

RACK

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND

DISK LS #5791

SET IN EDGE OF

PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND

DISK LS #5791

SET IN TOP OF

PILING,

ELEVATION=

LIGHT

POLE

BOAT

TRAILER

PARKING

SIGN

EDGE OF GRAVEL PARKING

EDGE OF GRAVEL PARKING

EDGE OF

GRAVEL PARKING

NO

PARKING

SIGN

GUY

ANCHOR

8' HIGH

WOOD

FENCE

(TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

WILDLIFE

INFORMATION

SIGN

CO

N

CRET

E W

ALK

CONCRETE FOR

HANDICAP PARKING

HANDICAP

PARKING

SIGN

.0

'(P

.3

'(F

.0

'(P

.5

'(F

S °2

'5

"E

.9

'(F

.0

'(P

L O

T

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF

BLOCK 2

.0

'(P

S

°2

'5

"E

.9

'(F

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

(W

IT

N E

S S

L

IN

E O

N L Y

S °0

'2

"W

.2

'(F

200'(P)

N. 0.22' E. 0.00'

L O

T

L O

T

'(P

.9

'(F

.1 '(F

.0

'(P

S

°3

'1 "E

.9 '(F

.8

'(F

'(P

S

°3 '1

"E

.0

'(F

L O

T

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

SHORELINE

AS PER FIELD

SURVEY

DATE

.0

'(P

S

°3

'1

"E

.9

'(F

Mean High Water Line

0.90' EL (NAVD88)

PROPOSED TEMPORARY

COFFER DAM

PROPOSED TURBIDITY CURTAIN

40'

PROPOSED SILT FENCE

PROPOSED

SILT FENCE

PROPOSED TEMPORARY

SPOIL CONTAINMENT AREA

A A'

PROPOSED TEMPORARY

CONSTRUCTION ENTRANCE

-10 0 16014012010080604020

DISTANCE IN FEET

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

PROFILE A-A'

4' MAX

1TEMPORARY

SPOIL AREA

NORTH SOUTH

HAY BALEHAY BALE

SILT FENCE - TEMPORARY

SEDIMENT BARRIER TO BE

TEMPORARY INSTALLED AROUND

ENTIRE SPOIL CONTAINMENT AREA

SILT FENCE - TEMPORARY

SEDIMENT BARRIER TO BE

TEMPORARY INSTALLED AROUND

ENTIRE SPOIL CONTAINMENT AREA

O R

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

T S

F O

R S

A N

T A

R O

S A

C O

U N

T Y

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

IZ

A

T

IO

N N

U M

B E

R

C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A Q

N

C H

E C

K E

D B

Y : M

P W

P R

O

JE

C T N

O

.0

D A

T E

D R

A W

N

/1

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

.E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H E

R O

S

IO

N C

O N

T R

O L P

L A

N

40200

DISTURBED AREA

1.2 AC

LEGEND

PROPERTY BOUNDARY

TEMPORARY COFFER DAM

PROPOSED SILT FENCE

PROPOSED TURBIDITY CURTAIN / BARRIER

PROPOSED CONSTRUCTION ENTRANCE

PROPOSED APPROXIMATE LIMITS OF

TEMPORARY DREDGE SPOIL AREA

EXISTING PAVED ROADWAY

C3.0

SCALE IN FEET

(11x17) 1"=40' (24x36) 1"=20'

AutoCAD SHX Text W

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 1.3'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text 27.4'

AutoCAD SHX Text S

AutoCAD SHX Text S

IO

L E

B E

A C

H B

O A

T R

A M

P

IM

P R

O V

E M

E N

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F O

R S

A N

T A

R O

S A

C O

U N

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T H

S T R

E E

T V

E R

O B

E A

C H

F

L

-8

C E

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IF

IC

A

T E

O F

A U

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O R

IZ

A

T

IO

N N

U M

B E

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C O

A S

T

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

R E

V

D A

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N

O T E

S

D R

A F

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C H

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/1

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C H

A R

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S T

F

O N

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E

II

I, P

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F L O

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ID

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L

IC

E N

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N U

M B

E R

C O

A S

T A

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E C

H E

R O

S

IO

N C

O N

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O L D

E T A

IL

S

N.T.S.

CONSTRUCTION ENTRANCE DETAIL

BARRIERS FOR FILL SLOPES

N.T.S.

TYPE III SILT FENCE

TYPE IV SILT FENCE

NOTES FOR SILT FENCES

SILT FENCE APPLICATIONS

N.T.S.

N.T.S.

N.T.S.

TREE PROTECTION BARRICADE DETAIL

NTS

C3.1

AutoCAD SHX Text 35' radius (min.)

AutoCAD SHX Text 50'

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 20'

AutoCAD SHX Text material

AutoCAD SHX Text Stabilized

AutoCAD SHX Text vehicle tracking and

AutoCAD SHX Text BMP's to prevent

AutoCAD SHX Text provide additional

AutoCAD SHX Text sweep streets or

AutoCAD SHX Text Note! Contractor to

AutoCAD SHX Text erosion.

AutoCAD SHX Text Edge of pavement

AutoCAD SHX Text 35' radius (min.)

AutoCAD SHX Text

EXISTING PAVED ROAD

AutoCAD SHX Text Provide 6" layer of gravel rock (2" to 3" diameter) to prevent vehicle tracking onto pavement

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes toward the top of slope.

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

ALONG FILL SLOPE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes away from the top of slope.

AutoCAD SHX Text

AT TOE OF SLOPE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text Watercourse

AutoCAD SHX Text ditches with intermittent flow

AutoCAD SHX Text Silt fence protection in

AutoCAD SHX Text Silt fence protection

AutoCAD SHX Text around ditch bottom inlets

AutoCAD SHX Text 2"x4" WOOD POSTS (TYP)

AutoCAD SHX Text

ORANGE POLYETHYLENE 'SNOW' FENCE OR TWO ROWS OF TAPE

AutoCAD SHX Text

6' (MAX)

AutoCAD SHX Text

BARRICADES PLACED AT TREE DRIP-LINE (SEE NOTES THIS SHEET)

10' (MIN)

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

L

IN

D E

N A

V E

N U

E G

U L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

B

R A

D L E

Y A

N D

M A

G G

IE

M

C L A

U G

H L

IN

B A

Y S

T R

E E

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

T A

X P

A R

C E

L N

U M

B E

R

-2 S

-2

-2

-0

-0

R

IC

K

A R

D A

N D

V

IC

K

IE

M C

L E

M O

R E

M A

U N

A K

E A

C O

U R

T G

U L F

B R

E E

Z E

F

L O

R

ID

A

B A

Y S

T R

E E

T (6

' R

IG

H

T -O

F -W

A Y

P

(7

' R

IG

H

T -O

F -W

A Y

F

HARRISON AVENUE (60' RIGHT-OF-WAY)

S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'9 .8

115.9'115.9'

.9

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

-R A

P

S °2

'5

"E

.8

'(F

BOAT

RAMP

SIGN

NO

PARKING

SIGN

NO

PARKING

SIGN

BIKE

RACK

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND

DISK LS #5791

SET IN EDGE OF

PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND

DISK LS #5791

SET IN TOP OF

PILING,

ELEVATION=

LIGHT

POLE

BOAT

TRAILER

PARKING

SIGN

EDGE OF GRAVEL PARKING

EDGE OF GRAVEL PARKING

EDGE OF

GRAVEL PARKING

NO

PARKING

SIGN

GUY

ANCHOR

8' HIGH

WOOD

FENCE

(TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

WILDLIFE

INFORMATION

SIGN

CO

N

CRET

E W

ALK

CONCRETE FOR

HANDICAP PARKING

HANDICAP

PARKING

SIGN

.0

'(P

.5

'(F

.0

'(P

S

°2

'5

"E

.0

'(F

50.00'(P) S00°30'17"W 50.47'(F)

S °2

'5

"E

.8

'(F

.0

'(P

.0

'(P

.8

'(F

SOUTHEAST

CORNER OF

BLOCK 2

.0

'(P

S

°2

'5

"E

.9

'(F

N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

(W

IT

N E

S S

L

IN

E O

N L Y

S °0

'2

"W

.2

'(F

200'(P)

N. 0.22' E. 0.00'

L O

T

D E

E D

S O

U T H

R /W

L

IN

E

P L A

T T E

D S

O U

T H

R /W

L

IN

E

'(P

.9

'(F

.0

'(P

S

°3

'1

"E

.9

'(F

.8

'(F

'(P

S

°3

'1

"E

.0

'(F

L O

T

L O

T

B L

O C

K

'(P S

°3

'1

"E

.9

'(F

'(P

.9

'(F

250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF

LOT 1

NO

PARKING

SIGN

GRAVEL PARKING

GRAVEL PARKING

GRAVEL PARKING

GRAVEL

SHORELINE

AS PER FIELD

SURVEY

DATE

.0

'(P

S

°3

'1

"E

.9

'(F

PINE TREE TO BE REMOVED

CONCRETE

BOAT RAMP

TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

SIGN TO

BE REMOVED

SIGN TO BE REMOVED

BULKHEAD TO BE REMOVED

CONCRETE BULKHEAD TO BE REMOVED

APPROXIMATE LIMITS OF CONCRETE RUBBLE TO BE REMOVED

CONCRETE PARKING PAD & SIDEWALK TO BE REMOVED

DECKING, STRINGERS, & PILE CAPS BE REMOVED

FOR INSTALLATION OF SHEETPILE, BULKHEAD,

& TEMPORARY SHEETS FOR DEWATERING

DECKING, STRINGERS, & PILE CAPS TO BE REMOVED

FOR INSTALLATION OF SHEETPILE, BULKHEAD,

& TEMPORARY SHEETS FOR DEWATERING

EXISTING FENCE TO REMAIN

EXISTING TREES TO REMAIN

EXISTING BIKE RACK

TO REMAIN

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PINE TREE TO BE REMOVED

SIGNS TO BE REMOVED

DOCK REMOVED

PROPOSED

LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PAVED ROAD

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

OHU OHU OHU OHU

LIME ROCK DIRT

SUBMERGED AQUATIC VEGETATION

5.4x

EXISTING EXISTING EXISTING

C4.0

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

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S00°23'42"W 151.10'(F)

N00°30'17"E 151.25'(F)

279.7'

279.7'

115.9'115.9'

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

R

IP

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"E

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PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND DISK

LS #5791 SET IN TOP OF

PILING, ELEVATION=

GUY

ANCHOR

8' HIGH WOOD

FENCE (TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

.0

'(P

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°2

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CORNER OF BLOCK

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N00°30'17"E 196.84'(F) 195.00'(D)

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N00°30'17"E 290.35'(F)

200'(P)

200'(P)

N. 0.22' E. 0.00'

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250.00'(F) 40.34'±(F)

SOUTHEAST

CORNER OF LOT 1

SHORELINE AS

PER FIELD

SURVEY DATE

.0

'(P

S

°3

'1

"E

.9

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BIKE

RACK

ZONE AE (EL 9)

ZONE AE

(EL 8)

COASTAL HIGH HAZARD AREA

(CHHA)/ LIMITS OF FEMA VE ZONE

S T

O P

LIMITS OF SUBMERGED AQUATIC

VEGETATION "SAV" 06-28-2019

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

24 25

26 27

3231302928

MEAN HIGH WATER LINE

0.90' EL (NAVD88)

PROPOSED

ADA SIGNS

FTP-21-06

FTP-22-06

PROPOSED

TYPE "D"

CURB

PROPOSED

ENDANGERED

SPECIES

SIGNAGE

PROPOSED

BOAT

RAMP

PROPOSED

PARKING

PROPOSED

SEAWALL

PROPOSED

"D" TYPE CURB

PROPOSED

STOP BAR

(TYP)

LANDWARD

LIMIT OF

SHORELINE

PROTECTION

ZONE

(SEE NOTE1)

LIGHT POLE

TO REMAIN

PROPOSED

"D" TYPE CURB

CONSTRUCT

MONOFILAMENT

TRASH TUBE

ON 4X4 POST

PROPOSED

CATCH BASIN

(TYP)

PROPOSED

DOCK

EXTENSION

PROPOSED

DOCK

EXTENSION

PROPOSED

SEAWALL

EXISTING

ROCK

EXISTING

CONCRETE

RUBBLE

TEMPORARY COFFER

DAM FOR

DEWATERING

PROPOSED TURBIDITY CURTAIN

SEE PAVEMENT

MARKING

(SHEET C6.8)

PROPOSED

DETECTABLE

WARNING

PROPOSED

CONCRETE

BUMPER GUARD

FDOT INDEX 300 (TYP.)

R65.7

R44.1

R10

R10 R4 10'

(TYP)

(T Y

P

12'

(TYP)

5'

(TYP)

(T Y

P

30.89'

9'

(TYP)

5'

(TYP)

(T Y

P

2'

(TYP)

2'

(TYP)

4'

6.54'

P R

O P

O S

E D

L A

N D

S C

A P

E B

U F F E

R

PROPOSED

7'

LANDSCAPE

BUFFER

PROPOSED 10'

LANDSCAPE

BUFFER

PROPOSED 20'

LANDSCAPE

BUFFER

12'

(TYP)

.7

.5

2.8' SEAWALL CAP

TO PROPERTY LINE

2' Wall to Property Line

5'

.8

'68.8'

5' (MAX.)

5'

(MAX.)

5' (MAX.)

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N00°30'17"E 151.25'(F)

115.9'WOOD PIER

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S °2

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SOUTHEAST

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S °2

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'(F

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N00°30'17"E 196.84'(F) 195.00'(D) 200'(P)

L O

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RACK

S T

O P

S02° 40' 27"E 229.37'

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

S11° 30' 12"W54.96'

S06° 45' 25"E

51.72'

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LEGEND:

PROPERTY BOUNDARY

OVER HEAD UTILITIES

RIGHT OF WAY

ADJACENT PROPERTY BOUNDARIES

WOOD PRIVACY FENCE

COASTAL HIGH HAZARD AREA (CHHA)/ LIMITS OF FEMA VE ZONE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

DOCK / PIER

SUBMERGED AQUATIC VEGETATION

5.4x

EXISTING - TO REMAIN

ASPHALT PARKING AREA

CONCRETE BOAT RAMP

CONCRETE SIDEWALK

GRAVEL PARKING AREA

GRASS/SOD

VINYL SHEET PILE SEAWALL

TYPE "D" CURB

DOCK

CATCH BASIN

MANHOLE

INSPECTION PORT

SIGN

STOP BAR

LANDWARD LIMIT OF SHORELINE PROTECTION ZONE

COFFER DAM

TURBIDITY CURTAIN

CONCRETE BUMPER GUARD FDOT INDEX 300

DETECTABLE WARNING

PROPOSED

SITE DATA TABLE

PARCELS ID NUMBERS 31-2S-28-2980-00100-0010 & 31-2S-28-2980-00000-PARK

EXISTING PARCELS AREAS 0.32 AC (13,780 SF) & 0.46 AC (20,060 SF)

PROPOSED PROJECT AREA 0.96 AC (41,787 SF)

ADDRESS 3187 LINDEN AVE GULF BREEZE, FLORIDA, 32563

JURISDICTION SANTA ROSA COUNTY

ZONING DESIGNATION R1 & P2

ADJACENT ZONING R1

FEMA FLOOD ZONE

DESIGNATION (EFFECTIVE)

ZONE AE (EL 8), ZONE AE (EL 9) & Zone VE (EL12)

EXISTING USE Public County Boat Ramp and Parking

PROPOSED USE Public County Boat Ramp and Parking

PROPOSED BUILDING AREA 0 SF

NUMBER OF FLOORS 0

FLOOR AREA 0

IMPERVIOUS AREA 0.70 ACRES (30,495 SQFT)

IMPERVIOUS SURFACE RATIO 74% (INCLUDING GRAVEL)

PERVIOUS AREA 0.24 ACRES (10,625 SQFT)

STANDARD PARKING SPACES

PROVIDED ONSITE

ADA PARKING SPACES

PROVIDED ONSITE

PARKING SPACES PROVIDED

OFFSITE

TOTAL PARKING SPACES

PROVIDED

BIKE PARKING PROVIDED 2 EXISTING TO REMAIN

MH

C5.0

OHU OHU OHU OHU

SETBACKS MIN. REQUIRED PROPOSED

FRONT (NORTH) 10 10 FT

LANDSCAPE BUFFER PROPOSED

FRONT (NORTH) 10 FT

FRONT (NORTH) 10 FT

SIDE (EAST) 7 FT

SIDE (WEST) 20 FT

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

RAMP STRUCTURE DISTANCE MAP:

80400

SCALE IN FEET

(11X17) 1"= 80' (24X36) 1"= 40'

SANTA ROSA COUNTY SETBACKS AND BUFFERS

NOTES:

1. LANDWARD LIMIT OF SHORELINE PROTECTION ZONE SHOWN FOR PERMITTING SUPPORT PURPOSES.

2. RAMP STRUCTURE DISTANCE MAP PROVIDED FOR PERMITTING SUPPORT PURPOSES.

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HARRISON AVENUE (60' RIGHT-OF-WAY)

279.7'

279.7'

115.9'115.9'

.9

WOOD PIERWOOD PIER

WOOD PIER WOOD PIER

NO

PARKING

SIGN

BENCHMARK 2

TOP OF NAIL AND DISK

LS #5791 SET IN EDGE

OF PAVEMENT,

ELEVATION=

BENCHMARK 1

TOP OF NAIL AND DISK

LS #5791 SET IN TOP OF

PILING, ELEVATION=

GUY

ANCHOR

8' HIGH WOOD

FENCE (TYPICAL)

8' HIGH

WOOD

FENCE

(TYPICAL)

SOUTHEAST

CORNER OF BLOCK

N. 1.77' E. 0.00'

S. 0.27' E. 0.00'

N. 0.22' E. 0.00'

L O

T

L O

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SOUTHEAST

CORNER OF LOT 1

SHORELINE AS

PER FIELD

SURVEY DATE

BIKE

RACK

ZONE AE (EL 9)

ZONE AE

(EL 8)

COASTAL HIGH HAZARD AREA

(CHHA)/ LIMITS OF FEMA VE ZONE

LIMITS OF SUBMERGED AQUATIC

VEGETATION "SAV" 06-28-2019

4+500+00

0+50 1+00 1+50 2+00 2+50 3+00

3+50

4+00

Mean High Water Line

0.90' EL (NAVD88)

0+00

0+50

0+80

0+00

0+50

0+80

14.3% 9.1%9.6%

Profile A-A'

Profile B-B'

Profile C-C'

3 FT OFFSET OF THE Mean High Water Line

0.90' EL (NAVD88)

25.01'

.0

.8

195.4'

UNDERGROUND

STORMWATER

RETENTION AREA (SEE DETAIL

SHEETS C6.4, C6.5, & C6.6)

D-1 D-2

D-4

D-3

D-5

D-7

D-6

D-8

D-9

.0

'D-10

D-11

D-12

D-13

D-14 D-15

D-16

D-17

D-18

GRAVEL PARKING

(SEE NOTE 1)

D-19 D-20 D-21

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LEGEND:

OVER HEAD UTILITIES

RIGHT OF WAY

PROPERTY LINE

WOOD PRIVACY FENCE

MEAN HIGH WATER LINE (MHWL)

COASTAL HIGH HAZARD AREA (CHHA)/ LIMITS OF FEMA VE ZONE

POWER POLE

SIGN

SPOT ELEVATION (FT-NAVD88)

LIGHT POLE

WATER VALVE

PINE TREE

OAK TREE

MAGNOLIA TREE

ARBORVITAE TREE

SUBMERGED AQUATIC VEGETATION

OHU OHU OHU OHU

5.4x

Existing - To Remain

C6.0

Proposed

SCALE IN FEET

(11X17) 1"=40' (24X36) 1"=20'

ASPHALT PARKING AREA

CONCRETE BOAT RAMP

CONCRETE WALKWAY

GRAVEL PARKING AREA

GREEN SPACE

VINYL SHEET PILE SEAWALL

TYPE "D" CURB

DOCK

CATCH BASIN

MANHOLE

SIGN

PROPOSED GRADE

STORM PIPE

DRAINAGE ARROW

UNDERGROUND STORMWATER

RETENTION AREA

MH

5.70

DRAINAGE STRUCTURE TABLE

STRUCTURE DETAILS PIPES IN PIPES OUT

D-1

FDOT TYPE C RIM=5.40

SUMP=1.25

WITH CAST IRON GRATE

NONE

55 LF 15" RCP (S)

INV=2.75'

D-2

FDOT TYPE C RIM=5.40

SUMP=1.00

WITH CAST IRON GRATE

55 LF 15" RCP

(S) INV=2.50'

55 LF 15" RCP (S)

INV=2.50'

D-3

FDOT TYPE C RIM=5.40

SUMP= 0.60

WITH CAST IRON GRATE

23 LF 15" RCP

(N) INV=2.25, 59 LF 15' RCP

INV. 1.60 (S)

33 LF 15" RCP (E)

INV=1.60 WITH SKIMMER

425-070 ON OUTLET

D-4

MANHOLE RIM=6.50

SUMP= 0.00

33 LF 15" RCP (W)

INV=2.35

5 LF 15" RCP (E)

INV=2.35 AND CHAMBERS

(N,S) INV = 2.35' WITH

SKIMMER 425-070 ON N, E,

& S OUTLETS

D-5

FDOT TYPE C RIM=5.50

SUMP=0.25

WITH CAST IRON GRATE

61 LF 15" RCP

(W) INV=2.05, 78 LF 15"

RCP (S) INV=1.80

59 LF 15" RCP

(N) INV=1.75'

D-6

FDOT TYPE C RIM=5.40

SUMP=0.30

WITH CAST IRON GRATE

78 LF 15" RCP

(S) INV=2.15'

61 LF 15" RCP

(E) INV=2.15

D-7

FDOT TYPE C RIM=4.50

SUMP= 0.30 (BUBBLE UP OUTLET,

OVERFLOW THROUGH GRATE)

WITH CAST IRON GRATE

NONE

78 LF 15" RCP

(N) INV=1.85'

D-8

MANHOLE, RIM=5.00 SUMP=

0.30

45 LF 15" RCP

(W) INV=2.30

78 LF 15" RCP

(N) INV=2.30'

D-9

FDOT TYPE C RIM=4.75

SUMP=0.40

WITH STEEL GRATE

45 LF 15" RCP

(E) INV=2.40

D-10

MANHOLE RIM=6.50

SUMP= 0.00

5 LF 15" RCP (W)

INV=2.35'

CHAMBERS (N,S)

INV = 2.35'

D-11 THROUGH

D-20

INSPECTION PORTS

SEE DETAIL ON SHEET C.6.5

D-21

MANHOLE RIM=6.50

SUMP= 0.00

5 LF 15" RCP (W)

INV=2.35'

CHAMBERS (N,S)

INV = 2.35'

NOTES:

FOLLOWING PROJECT COMPLETION THE COUNTY IS RESPONSIBLE FOR MAINTAINING GRAVEL PARKING AREAS TO THE SABLE ELEVATION GRADES

SHOWN ON THIS PLAN IF GRAVEL IS LOST TO PUBLIC USE OR SITE CONDITIONS.

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AutoCAD SHX Text

NORTH

MHWL 0.90 ft. (NAVD88)

EXISTING BOAT RAMP

NORTH SOUTH

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DISTANCE IN FEET

PROFILE B-B

-20

-10

2+00 3+00 4+00 5+00

MLWL -0.29 ft. (NAVD88)

WESTERN

PROFILE

EASTERN

PROFILE

PROPOSED VINYL

SEAWALL

EXISTING GRADE

PROPOSED BOAT RAMP

PROPOSED

ASPHALT

PARKING

-4.19'

4.45'

14.3%

9.1% 9.6%

3.30'

2.16'

6"

PROPOSED CONCRETE CAP

TIP ELEVATION -18.19' (NAVD)

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DISTANCE IN FEET

3+34

-20

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0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

10'

EXISTING

DOCK

WEST EAST

CONCRETE

BOAT RAMP

MHWL 0.90 ft. (NAVD88) MLWL -0.36 ft. (NAVD88)

5'

EXISTING

DOCK

3.2'

3.2'

SEAWALL WITH

CONCRETE CAP

CONCRETE CAP

WITH SEAWALL

SEAWALL WITH

CONCRETE CAP

3.2' 5.0'

SEAWALL WITH

CONCRETE CAP

TIP ELEVATION -18.19' (NAVD)

TIP ELEVATION

-19' (NAVD)

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DISTANCE IN FEET

3+61

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0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

CONCRETE

BOAT RAMP

MHWL 0.90 ft. (NAVD88) MLWL -0.36 ft. (NAVD88)

WEST EAST

5'

EXISTING

DOCK

10'

EXISTING

DOCK

0.14' 0.14'

SEAWALL WITH

CONCRETE CAP

TIP ELEVATION -18.19' (NAVD)

E L E

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DISTANCE IN FEET

3+89

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-10

0102030405060708090100 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

CONCRETE

BOAT RAMP

WEST EAST

5'

EXISTING

DOCK

10'

EXISTING

DOCK

-4.19'

-4.19'

CONCRETE

CAP

SEAWALL

TIP ELEVATION -18.19' (NAVD)

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DISTANCE IN FEET

PROFILE A-A

-20

-10

-0+50 0+00 1+00 1+50

NORTH SOUTH

PROPOSED

ASPHALT

PARKING

6.0'

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

PROPOSED VINYL

SEAWALL

PROPOSED CONCRETE CAP

PROPOSED

GRAVEL

PARKING

PROPOSED FILL

TIP ELEVATION -19' (NAVD)

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DISTANCE IN FEET

PROFILE C-C

-20

-10

-0+50 0+00 1+00 1+50

NORTH SOUTH

MHWL 0.90 ft. (NAVD88) MLWL -0.29 ft. (NAVD88)

PROPOSED

GRAVEL

PARKING PROPOSED CONCRETE WALKWAY

PROPOSED ASPHALT PARKING

D CURB

PROPOSED VINYL

SEAWALL

PROPOSED FILL

PROPOSED CONCRETE CAP

TIP ELEVATION -19' (NAVD)

3.2'3.3'5.0'5.0'

RAMP

SEAWALL

CONCRETE CAP

SEAWALL

6.89'

CONCRETE CAP

EXISTING

GRADE

20"

CONCRETE

CAP

TIP ELEVATION

-18.19' (NAVD)

TIP ELEVATION

-19' (NAVD)

3.9'

RAMP SEAWALL

5.0'

SEAWALL

18.2'

CONCRETE

CAP

CONCRETE

CAP

3.3'

EXISTING

GRADE

20"

CONCRETE

CAP

TIP ELEVATION -18.19' (NAVD) TIP ELEVATION

-19' (NAVD)

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NORTH ELEVATION (WEST OF RAMP) CONCRETE CAP DETAIL NORTH ELEVATION (EAST OF RAMP) CONCRETE CAP DETAIL

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1 1

Typical Location for Bottom Slab Without Sump

Weep Hole Dia. Varies (1'-0" Std.)

DRAINAGE STRUCTURE INVERT

4" Galvanized Hardware Cloth

Sump Depth Varies

(4'-0" Std.)

Grout (3:1 Sand-Cement Mixture or any Class Concrete)Slope 1

2" Per Ft.

Filter Fabric No. 4 Coarse Aggregate 2' x 2' x 2'

Pipe

NOTE: For all structures unless excluded by special detail.

(1'-0" Std.)

#5 Hoop Bar

#4 Hoop Bar

¡ Type A or Type B Riser

C Structure

Reference Axis

Perpendicular Bars A (See Section A-A)

2~#7 Each Way Placed on Top of Bars A and B at 45° t t

Bottom SlabBars BBars A

Extra #4's Bars at Opening (2 Above @ 3" Min. Spacing & 1 Each Side)

Top Slab

Bars A

Bars B

S tr u c tu re B o tt o m

S la b T h ic kn e ss

S e e T a b le

R e fe re n c e T o p

S la b D e p th

R e fe re n c e B o tt o m S la b

D e p th

S la b T h ic kn e ss

(S e e T a b le

2 Additional Bars A @ 5" O.C.

2" Cl. (See Reinforcement Note 2) is e r o r

In le t T o p

(T yp e -B

R is e r

S h o w n

Top Slab Reinforcement (See Note 2 & 3)

6"

1 4 T yp

Parallel Bars B (See Elevation)

#4 Bars @ 12" Both Ways (C-I-P) See Table 1 for Precast

#4 @ 1'-0" Both Ways (C-I-P 10' Dia.) See Table 1 for Precast and 10' Dia.

4'-0"

MANHOLE - FDOT TYPE J BOTTOM - ALTERNATE A

ELEVATION

PLAN

L

C Structure BottomL

Brick Adjustment or Grade Ring (0" Min. - 1'-0" Max.)

TYPE 8

DRAINAGE STRUCTURES D-4 & D-10

1-PIECE COVER

ELEVATION

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FDOT DRAINAGE STRUCTURES

D-1, D-2, D-3, D-5, D-6, D-7, D-8, & D-9 INDEX 425-052

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SUMP AND WEEP HOLE TO BE PROVIDED ON

STRUCTURES D-1, D-2, D-3, D-4, D-5, D-6, D-7, D-8, D-9,

D-10

AutoCAD SHX Text 3'-6" or 4 Dia.

AutoCAD SHX Text Riser

AutoCAD SHX Text 1'-0" Min.

AutoCAD SHX Text Reinforcement

AutoCAD SHX Text (See Note 3)

AutoCAD SHX Text 3'-0" Max.

AutoCAD SHX Text

PRECAST CONCENTRIC CONE

AutoCAD SHX Text 1'-11 3/4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text Ribs (Optional)

AutoCAD SHX Text (See General Note 1)

AutoCAD SHX Text 1'-8 3/4"

AutoCAD SHX Text 1'-9 3/4"

1'-11 1/2"

BASIN FLOOR

SKIMMER

CLEANOUT PIPE

ANGLE (TYP.)

NONSLOTTED PIPE

FLOW

FLOW

GENERAL NOTES:

1. THE FRENCH DRAIN SKIMMER IS A HOODED COVER, MOUNTED OVER AN OUTLET IN A

CATCHBASIN, THAT PREVENTS OIL AND FLOATING DEBRIS FROM EXITING THE BASIN.

2. PLACE NEOPRENE GASKET MATERIAL BETWEEN THE SKIMMER AND THE CATCHBASIN AT ALL

POINTS OF CONTACT. TRIM THE GASKET TO EXTEND 1/2 INCH BEYOND THE JOINT ON ALL

SIDES.

3. PROVIDE SKIMMER BAFFLE, CLEANOUT PIPE AND ANGLES CONSTRUCTED OF EITHER

GALVANIZED STEEL, ALUMINUM, POLYVINYL CHLORIDE, POLYETHYLENE, FIBERGLASS OR

ACRYLONITRITE BUTADIENE STYRENE. PROVIDE HOT-DIP GALVANIZED STEEL COMPONENTS,

UNLESS STAINLESS.

4. USE MOUNTING HARDWARE, HINGES AND LATCHES MADE OF STAINLESS STEEL. LOSS

PREVENTION DEVICE CAN USE EITHER STAINLESS STEEL CHAIN OR RIVETED NYLON STRAP.

5. PROVIDE SKIMMER BODIES (BAFFLES) AND CLEANOUT PIPE MEETING SPECIFICATION 943 FOR

STEEL, 945 FOR ALUMINUM OR 948 FOR PLASTICS.

6. WORK THIS INDEX IN ACCORDANCE WITH SPECIFICATION 425.

FDOT DETAIL INDEX 425-070SKIMMER FOR FRENCH DRAIN OUTLETS ASSEMBLY

MANHOLE OR

INLET (MANHOLE

SHOWN)

CONCRETE

PIPE

SLOTTED OR

PERFORATED PIPE

4" Min., 5" Max.

2" Min., 3" Max.

R=2" Cast Or Rubbed

Pitch Optional

8" Or 3 4" Holes

#4 Bars, 18" Long (Two Per Guard)

FDOT INDEX 300 CONCRETE BUMPER GUARD

Depth Of Sawcut

2" Min.

TYPE D

CONTRACTION JOINT IN CURB

2" Exp. Joint And Preformed Joint Filler

TYPE D

4 " R

6"2" R

6"

8"

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

Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see Sheet 2.

ISOLATION JOINTS

d

4" - 12" ISOLATION JOINT FILLER

STRUCTURE

Note: Perimeter isolation joint surrounding manholes and drainage inlets

2"

EXISTING

PAVEMENT

PROPOSED

ASPHALT

SAW CUT EXISTING PAVEMENT

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EXISTING ASPHALT TRANSITION DETAIL

STANDARD

PAVEMENT

SECTION

12" STABILIZED NATIVE

SUBGRADE OR FILL

REPLACEMENT SUBGRADE

COMPACTED TO 98% OF THE

MAXIMUM DRY

DENSITY TEST PER

ASTM-D1557

MINIMUM LBR 40

2" SUPER PAVE ASPHALTIC

CONCRETE (SP 9.5 OR 12.5)

COMPACTED TO 92% OF THE

MAXIMUM SPECIFIC

GRAVITY PER FM 1-T 209

GRAVEL

PARKING

SECTION

12" STABILIZED

SUBGRADE -

LBR 40 MIN.

COMPACTED TO

98% DENSITY,

MODIFIED

PROCTOR (ASTM

D1557) (SN =

0.96)

8" SHELL / LIMEROCK

BASE- LBR 100 MIN.

COMPACTED TO 98%

DENSITY. MODIFIED

PROCTOR (ASTM

D1557) (SN = 1.44)

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CONCRETE SIDEWALK DETAIL

6" GRADED AGGREGATE BASE

(GAB) COMPACTED TO 100%

DENSITY PER ASTM D1557

MINIMUM LBR

NOTE:

1. IF ANY FILL OR BACKFILL MATERIAL IS NEEDED IT

SHOULD CONFORM WITH ALL LOCAL COLOR AND

GRAINSIZE REQUIREMENTS AND SHOULD BE

PLACED FOLLOWING RECOMMENDATIONS OF THE

EARTHWORK SECTION IN THE GEOTECH REPORT.

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AutoCAD SHX Text 5" Min., AutoCAD SHX Text 6" Max.

AutoCAD SHX Text 8" Min., AutoCAD SHX Text 9" Max.

AutoCAD SHX Text 2" Min., AutoCAD SHX Text 3" Max.

AutoCAD SHX Text 12"(±)

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

SOD (2' MIN.)

AutoCAD SHX Text

WIDTH VARIES

AutoCAD SHX Text

SOD (2' MIN.)

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text 2%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

CUT

AutoCAD SHX Text

3:1 MAX. SLOPES

AutoCAD SHX Text

OFF ROADWAY

1 CONCRETE: 4", 3000 PSI FIBER REINFORCED. LIGHT BROOM CONCRETE: 4", 3000 PSI FIBER REINFORCED. LIGHT BROOM FINISH, CURED WITH A WHITE CURING COMPOUND AS PER FDOT STANDARD SPECIFICATION SECTION 925-2.1. 2 SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. DENSITY - ASTM D1557

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NOTE:

TYPICAL SECTION SHOWN. THIS PROJECT HAS EACH INDIVIDUAL CHAMBER WITHIN ITS OWN

TRENCH.

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O P

30' 101'

74'

31'

PROPOSED

STOP BAR

(TYP)

142'

142'

PROPOSED 2'-4' DOTTED

GUIDE LINE (TYP)

PROPOSED SOLID EDGE

LINE OR LANE LINE (TYP)

PROPOSED DETECTABLE

WARNING FDOT

INDEX 304 OPTION B

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