X

XX

XX

X

X

X

8' CLF

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

6' W

OO

D F

EN

CE

6' W

OO

D F

EN

CE

6' W

OO

D F

EN

CE

6

' C

L

F

4' C

LF

89

US

-1

S

(2O

O' R

IG

HT

O

F W

AY

)

AS

PH

ALT

N88°59'40"E 467.98'

S01°37'35"E

440.51'

S89°08'17"W 472.47'

N01°02'36"W

439.29'

4.75 ACRES±

ROCK

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

CONC

DRIVE

CO

VE

RE

D

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

SID

EW

ALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

1-STORY

MASONRY

1-STORY

MASONRY

S

/W

WOOD WALL

(PLANTER)

BILLBOARD

CO

NC

O.R. 356 PG. 695

O.R. 1435 PG. 173

O.R. 3973 PG. 897

6052

6053

6054

6055

6056

6057

6079

6080

6081

6082

6083

6084

6078

BM-2

X-CUT ON THE SOUTHEASTERLY SIDE OF

A LARGE CONCRETE CATCH

BASIN LOCATED IN THE CENTER OF

THE GRASS MEDIAN OF US-1 SOUTH;

250 FEET WEST FROM THE CENTERLINE OF

THE NORTHBOUND LANES OF

US-1 SOUTH; 46 FEET SOUTH FROM

THE EXTENDED CENTERLINE OF THE

NORTH ENTRANCE OF MEMORIAL

LUTHERAN CHURCH AND 4 FEET

NORTHWEST OF THE SOUTHEAST

CORNER OF A CATCH BASIN.

ELEVATION = 28.87 (NAVD 88 FEET).

X

9

4

6

11

6

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

10

7

4

SHERIFF ADMIN1 STORY

FUTUREBLDG

FIRE STATION1 STORY

X

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

8

7

APPARATUSSUPPORT

POND

X

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

X

GEN

7,445 SF

HEIGHT: 24'-0"

8,197 SF

HEIGHT: 24'-0"

2,276 SF

IN

TE

RS

EC

TIO

N

NU

MB

ER

78M

111

17.5'

26'

36'

26'

5' BLDG

SETBACK

10' BLDG

SETBACK

5' BLDG

SETBACK

20' BLDG

SETBACK

15' BLDG

SETBACK

SD1

5'

SD1

5'

SD1

5'

9' (TYP)

SD11

SD12A

S6

S2

0.43 AC

26'

SD11

10+00

11+00

12+00

13+00

1

4

+

0

0

15+

00

16+

00

17+00

18+00

19+00

19+90

L1

C

1

L2

C

2

L3

1

5

'

R

1

5

'

R

6

'

R

6

'

R

18+10.16,

12.99'L

18+35.18,

17.99'R

18+35.16,

17.99'L

18+10.16,

13.01'R

9'

17.5'

18'

18'

18'

SD8

SD10

SD3

SD3

(TYP)

S7

S7

25'

R5'

SD12A

SD12A

26'

R30'

R50'

139'

6

'

R

6

'

R

3

5

'

R

2

0

'

R

3

0

'

R

3

5

'

R

1

0

'

R

62'

S1

SD1

5'

S4

S4

S5

S5

50'

85'

15'

BASE BID

PHYSICAL AGILITY &

TRAINING TOWER

S8

S10

(TYP)

S12

(TYP)

2' PAVED

SHOULDER

150'

12'

6" SOLID

WHITE

STRIPING

6" SOLID

YELLOW

STRIPING

PAVEMENT ARROW

WHITE PER FDOT

STANDARD INDEX

17346 (TYP)

S1

CP-1

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

CP-8

CP-9

CP-10

CP-11

CP-12

CP-13

CP-14

CP-15

CP-16

CP-17

CP-18

SD11A

SD11A

(TYP)

SD3

S14

S15

3

0

'

R

3

0

'

R

S9

(TYP)

S18

S17

S16

CP-19

CP-20

CP-21

CP-22

CP-23

SD12

BASE POINT #1

16+53.55,

99.27'R

BASE POINT #2

20+93.47,

99.46'R

EQUALITY STATION

US1& SOUTH DRIVEWAY

17+27.01,

0.00'

E:554073.73127

N:1998773.42465

E:554065.73270

N:1999212.64670

16+

00

17+

00

18+

00

19+

00

20+

00

21+

00

173210 0000

ZONING: COMMERCIAL, GENERAL

USE: MIXED USE (STORE/OFFICE/RESIDENTIAL COMBO)

173180 0000

ZONING: COMMERCIAL, INTENSIVE

USE: MIXED USE (STORE/OFFICE/RESIDENTIAL COMBO)

173185 0000

ZONING: COMMERCIAL, GENERAL

USE: MULTI-FAMILY MOBILE HOMES

244240 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244260 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

24220 6056

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244250 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244210 6052

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244220 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244220 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

244240 0000

ZONING: RESIDENTIAL, SINGLE FAMILY

USE: SINGLE FAMILY

S12

(TYP)

CONCRETE

PAD

SD14

S18

SD14

SD13

SD13

SD21

S16

S4

S17

S17

GATE ACCESS FOR

MAINTENANCE

CONCRETE DITCH

PAVING PER FDOT

INDEX 281.2

6'-0" CHAIN LINK FENCE WITH

OPAQUE SLATS ALONG THE

EAST PROPERTY LINE

ZONED: CGZONED: CN

ZONED: CIZONED: CG

ZONED: CG

20'/B BUFFER

10'/A BUFFER

6' HIGH WOODEN FENCE

WITH OPAQUE SLATS

ALONG THE SOUTH

PROPERTY LINE

16'

AVERAGED 20' BUFFER

TOTAL BUFFER AREA=9,449.4 SF

57'

96'

82'273'

R50'

R50'

S4

6" SOLID

DOUBLE

YELLOW

STRIPING

6" SKIP 2'-4'

WHITE

STRIPING PER

FDOT INDEX

17346

50'

S4

S17

6" SOLID

DOUBLE

YELLOW

STRIPING

26'

16'

43'

S4

6" SOLID

DOUBLE

YELLOW

STRIPING

6" SKIP 2'-4' WHITE

STRIPING PER

FDOT INDEX 17346

50'

SD3

10'

35'

S11

SD12B

3

3

SD21

3

3

SD28

SD21

LINE TABLELINE #

L1

L2

L3

BEARING

N 88°57'21" E

N 01°02'39" W

S 88°57'06" W

DISTANCE

376.59'

183.83'

305.46'

CURVE TABLECURVE #

C1

C2

RADIUS

31.00'

48.00'

LENGTH

48.69'

75.40'

TANGENT

31.00'

48.00'

CHORD

43.84'

67.88'

DELTA

90°00'00"

90°00'16"

POND POINT TABLEPOINT #

CP-1

CP-2

CP-3

CP-4

CP-5

CP-6

CP-7

NORTHING

1,998,882.5477

1,999,163.6745

1,999,189.1273

1,999,189.3561

1,999,164.7350

1,999,161.4609

1,999,149.8164

EASTING

554,451.4926

554,446.3689

554,470.9887

554,486.1998

554,511.5730

554,511.6223

554,508.9416

POND POINT TABLEPOINT #

CP-8

CP-9

CP-10

CP-11

CP-12

CP-13

CP-14

NORTHING

1,999,133.7236

1,999,122.0164

1,999,105.7497

1,999,098.8377

1,999,084.1046

1,999,073.5216

1,998,948.2802

EASTING

554,500.8157

554,498.1360

554,498.4215

554,500.2467

554,508.2720

554,511.0703

554,513.3529

POND POINT TABLEPOINT #

CP-15

CP-16

CP-17

CP-18

NORTHING

1,998,936.2994

1,998,923.9570

1,998,915.6420

1,998,880.9672

EASTING

554,510.2395

554,503.0625

554,500.4276

554,497.4017

BUILDING POINT TABLEPOINT #

CP-19

CP-20

CP-21

CP-22

CP-23

NORTHING

1,999,002.0683

1,999,052.7266

1,999,050.1690

1,998,795.8789

1,998,797.4283

EASTING

554,302.0944

554,301.1599

554,162.5168

554,167.2078

554,251.1935

US-1 S

(2OO' RIGHT OF WAY)

US-1 S

(2OO' RIGHT OF WAY)

ASPHALT

AS

PH

ALT

DR

IV

ES/W

PX

AS

PH

ALT

DR

IV

E

CO

NC

DR

IV

E

RO

CK

DR

IV

E

GRASS MEDIAN

NUMBER 78M111

10+

00

S5

10+00 11+0012+00

13+00

14+00 15+00 16+00 17+00

BASE LINE

CL OF US1 & OLD MOULTRIE RD

10+00.00,

0.00'

6" S

KIP

2'-4'

WH

IT

E

ST

RIP

IN

G P

ER

FD

OT

IN

DE

X

17346

S4

SHEET No.:

RE

VIS

IO

NS

DE

SC

RIP

TIO

N

MA

TT

HE

WS

DE

SIG

N G

RO

UP,

IN

C.

P.O

. BO

X 3

126,

7 W

AL

DO

ST

RE

ET

ST

. AU

GU

ST

INE

, FL

OR

IDA

320

84P

HO

NE

: 90

4.82

6.13

34F

AX

: 90

4.82

6.45

47IN

FO

@M

AT

TH

EW

SD

ES

IGN

.NE

T

S:\P

RO

JE

CT

S\1

50

00

\1

50

68

- O

LD

M

OU

LT

RIE

F

IR

E S

TA

TIO

N\D

RA

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\C

ON

ST

RU

CT

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N D

OC

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EN

TS

\1

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68

- S

IT

E P

LA

N.D

WG

_C

-8

S

IT

E P

LA

N, 1

1/2

8/2

01

7 1

1:5

0 A

M, M

on

ika

S

te

ele

, M

AT

TH

EW

S D

ES

IG

N G

RO

UP

, IN

C.

DA

TE

NO

.

DA

TE

:

JO

B N

o.:

DS

GN

B

Y:

DW

G B

Y:

CH

K B

Y:

3

AD

DE

ND

UM

03

11-29-2017

OF 21

C-8

----

RE

GIS

TE

RE

D E

NG

IN

EE

R

SIT

E P

LA

N

CA

#26535 F

L.#

55391

SC

OT

T A

. K

NO

WLE

S, P

.E

.

MS

SA

K

RA

M

10

-1

7-2

01

7

15

06

8

N

GENERAL SITE NOTES

SITE DETAILS

SITE NOTES

SD1 CONCRETE SIDEWALK

SD3 18" STANDARD CURB & GUTTER

SD8 ACCESSIBLE PARKING SIGN

SD10 HANDICAP PARKING PAINT STRIPING

SD11 TYPICAL PAVEMENT SECTION (HEAVY DUTY)

SD11A TYPICAL PAVEMENT SECTION (LIGHT DUTY)

SD12 PRECAST CONCRETE WHEEL STOP

SD12A CONCRETE PAVEMENT SECTION

SD12B CONCRETE APPROACH SLAB

SD13 GRAVEL PAVEMENT

SD14 TURN LANE WIDENING STANDARD SECTION

SD21 6'-0" FENCE (CHAIN LINK)

S1 EXISTING TREE TO REMAIN

S2 SECURITY GATE (BI- PARTING)

S4 STOP BAR PER FDOT INDEX 17346

S5 EMERGENCY SIGNAL (REFER TO SIGNALIZATION PLANS)

S6 DUMPSTER PAD (REFER TO ARCHITECTURAL PLANS)

S7 TAPER TO FLUSH CURB IN 3'

S8 ACCESS/CARD READER ISLAND (REFER TO ARCHITECTURAL PLANS)

S9 FLAG POLE (REFER TO ARCHITECTURAL PLANS)

S10 SITE BOLLARD (REFER TO ARCHITECTURAL PLANS)

S11 CONCRETE GENERATOR PAD (REFER TO STRUCTURAL PLANS FOR DETAIL)

S12 COLLECTION BOX AND DOWNSPOUTS (REFER TO ARCHITECTURAL PLANS)

S14 TRAFFIC SEPARATOR PER FDOT STANDARD INDEX 302

S15 TYPE E CURB AND GUTTER PER FDOT STANDARD INDEX 300

S16 CROSSWALK PER FDOT DESIGN STANDARDS INDEX 17346 SHEET 9

S17 "STOP SIGN (R1-1, PER MUTCD, 36"X36")

S18 "ONE WAY SIGN" (R6-1R, PER MUTCD) & "RIGHT TURN ONLY" SIGN (R3-5R PER

MUTCD 30"X36")

1. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVING UNLESS OTHERWISE SHOWN.

2. CONTRACTOR SHALL REFER TO LANDSCAPE PLAN FOR ALL LANDSCAPING

INFORMATION, INCLUDING TREE REMOVAL, TREE PROTECTION AND NEW

PLANTINGS.

3. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.

4. MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35'.

5. ALL STOP SIGNS TO BE FINISHED WITH DIAMOND-GRADE HIGH REFLECTIVITY

SURFACE.

6. ALL STOP BARS TO BE THERMO PLASTIC MATERIAL.

7. SUBMITTAL OF AS-BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED IN

COMPLIANCE WITH SECTION 6.04.00 OF THE SJC LDC AND SECTION 15 AS-BUILTS OF

THE DEVELOPMENT REVIEW MANUAL PRIOR TO SCHEDULING A FINAL INSPECTION

OF THE BUILDING BY THE BUILDING DEPARTMENT OR FIRE MARSHALL.

8. ST. JOHNS COUNTY DEVELOPMENT REVIEW INSPECTOR SHALL BE CONTACTED 24

HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO

FINAL INSPECTION.

9. MECHANICAL EQUIPMENT LOCATED ON THE GROUND AND/OR ROOF TOP TO BE

SCREENED IN COMPLIANCE WITH LDC SECTION 6.06.04 B (9).

10. SOLID WASTE STORAGE DUMPSTER SCREENING AND LOCATION TO BE IN

COMPLIANCE WITH LDC SECTION 6.06.04 B (8).

11. IT IS THE RESPONSIBILITY OF THE APPLICANT TO SCHEDULE A PRE-CONSTRUCTION

/ PRE PERMIT ISSUANCE MEETING WITH SJC STAFF AFTER PLANS HAVE BEEN

RELEASED FOR CONSTRUCTION BY THE COUNTY, AND PRIOR TO STARTING ANY

SITE ACTIVITIES. THE PRE-CONSTRUCTION MEETING WILL BE HELD IN

CONJUNCTION WITH THE SJCUD MANDATORY PRE-CONSTRUCTION MEETING.

HOWEVER, IF THE PROJECT FALLS OUTSIDE OF SJCUD JURISDICTION, PLEASE CALL

CARL COLEE TO SCHEDULE MEETING.

GENERAL FDOT DRIVEWAY CONNECTION NOTES1. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION

RIGHT-OF-WAY SHALL CONFORM TO THE FOLLOWING.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

CURRENT EDITION

FDOT DESIGN STANDARDS, CURRENT EDITION

FDOT PLANS PREP MANUAL, CURRENT EDITION

FDOT FLEXIBLE PAVEMENT DESIGN MANUAL, CURRENT EDITION

SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE

DEPARTMENT OF TRANSPORTATION STANDARDS THE ENGINEER / PERMITTEE

SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT'S ENGINEER IN ORDER TO

RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS THAN THE

DEPARTMENT'S MINIMUM STANDARD BE ALLOWED.

2. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD FREE, NON-SOLVENT

BASED THERMO PLASTIC.

3. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE

"HYDRO-BLAST" METHOD.

4. ALL CURB AND GUTTER AND SIDEWALK, TO BE REMOVED, SHALL BE REMOVED AND

REPLACED JOINT TO JOINT.

5. ALL DISTURBED AREAS WITHIN THE DEPARTMENT OF TRANSPORTATION

RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY

GRADING AND SODDING THE DISTURBED AREA(S) (BERMUDA IN RURAL, CENTIPEDE

IN UTILITY STRIPS).

0

GRAPHIC SCALE30 6045

1"=30'

SITE DATATOTAL SITE 4.90 AC

213,444 SF

PROPOSED BUILDING22,981 SF

PROPOSED PAVEMENT/S"WALKS82,426 SF

TOTAL IMPERVIOUS105,407 SF

TOTAL PERVIOUS108,037 SF

OPEN SPACE108,037 SF

% OPEN SPACE 51%

% BUILDING COVERAGE 11%

% IMPERVIOUS AREA 49%

FLOOR AREA250,000 SF

FLOOR AREA RATIO (FAR)

1%

PARCEL NUMBER(S)

173200 0000

911 ADDRESS 3380 US HIGHWAY 1S

FLOOD ZONE "X"

FEMA PANEL NUMBER 12109 C0379H

PARKING CALCULATIONSBUSINESS/COMMERCIAL = 1 SPACE PER 500 SF

22,981 SF= 46 SPACES

TOTAL REQUIRED = 46 SPACES

HANDICAP REQUIRED = 2 SPACES

TOTAL PROVIDED = 72 SPACES

HANDICAP PROVIDED = 2 SPACES

EXISTING

PROPOSED

WETLAND LINE

PROPERTY / RIGHT OF WAY LINE

EASEMENT LINE

ROADWAY CENTERLINE

CURB & GUTTER

BUFFER LINE

PROPERTY / RIGHT OF WAY LINE

UTILITY EASEMENT LINE

ROADWAY CENTERLINE

CURB & GUTTER

BUILDING SETBACK LINE

SHEET No.:

RE

VIS

IO

NS

DE

SC

RIP

TIO

N

MA

TT

HE

WS

DE

SIG

N G

RO

UP,

IN

C.

P.O

. BO

X 3

126,

7 W

AL

DO

ST

RE

ET

ST

. AU

GU

ST

INE

, FL

OR

IDA

320

84P

HO

NE

: 90

4.82

6.13

34F

AX

: 90

4.82

6.45

47IN

FO

@M

AT

TH

EW

SD

ES

IGN

.NE

T

S:\P

RO

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CT

S\1

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0 A

M, M

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S

te

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AT

TH

EW

S D

ES

IG

N G

RO

UP

, IN

C.

DA

TE

NO

.

DA

TE

:

JO

B N

o.:

DS

GN

B

Y:

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G B

Y:

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K B

Y:

3

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03

11-29-2017

ST. J

OH

NS

COU

NTY

CO

MBI

NED

FIR

E ST

ATI

ON

5

ST. J

OH

NS

CO

UN

TY, F

LOR

IDA

ST. J

OH

NS

CO

UN

TY C

ON

STR

UC

TIO

N S

ERV

ICES

PR

EP

AR

ED

F

OR

& S

HER

IFF`

S O

FFIC

E SO

UTH

REG

ION

AL

COM

MA

ND

CEN

TER

MATCH LINE STA: 16+00

MA

TCH

LIN

E ST

A: 1

6+00

N

AVERAGED BUFFER CALCULATIONPROPERTY LINE LENGTH 472.47 FT

BUFFER AREA NEEDED9,449.40 SF

BUFFER AREA PROVIDED9,514.00 SF

MINIMUM BUFFER WIDTH 10.00 FT

BID/PERMIT SET10-17-2017NOT FOR

CONSTRUCTION

3

3/4" FC-5

CONTAINING

PG 76-22 (ARB)

BINDER

4" SP - LOSC

OPTIONAL BASE GROUP 6

2.0

% M

AX

EXISTING

PAVEMENT

EXISTING

PAVEMENT

2' PAVED

SHLDR.

12' TURN LANE

SD14

TURN LANE WIDENINGSTANDARD SECTION

N.T.S.

C

L

EOP EOP

5.0

%

3/4" FC-5 CONTAINING

PG 76-22 (ARB) BINDER

2" SP - LOSC

OPTIONAL BASE GROUP 1

SHEET No.:

RE

VIS

IO

NS

DE

SC

RIP

TIO

N

MA

TT

HE

WS

DE

SIG

N G

RO

UP,

IN

C.

P.O

. BO

X 3

126,

7 W

AL

DO

ST

RE

ET

ST

. AU

GU

ST

INE

, FL

OR

IDA

320

84P

HO

NE

: 90

4.82

6.13

34F

AX

: 90

4.82

6.45

47IN

FO

@M

AT

TH

EW

SD

ES

IGN

.NE

T

S:\P

RO

JE

CT

S\1

50

00

\1

50

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- O

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M

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LT

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F

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E S

TA

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S.D

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-1

3 C

ON

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N D

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25"

12"

5"

5"

10"

18"R

5"R

1

8

"

13"R

EXTRA WIDTH SPACE

12"MIN.

STD. SPACE 5' MIN.

6"

6"

TYP.

2"

6"

6"

TYP.

2"

4"

INSTALL DETECTABLE

WARNING SURFACE @

ENTRY TO PAVEMENT

AREA (SEE DETAIL)

3 EACH 6" WHITE

@ 60° EQUALLY SPACED

PAVEMENT SYMBOL

SEE DETAIL BELOW

NOTE: PAVEMENT SYMBOL SHALL

BE PAINTED WITH WHITE TRAFFIC

PAINT WITHIN OUTLINE SHOWN

C OF PARKING SPACE

SD10

PARKING PAINT STRIPINGN.T.S.

WH

IT

E

WH

IT

E

BLU

E

BLU

E

WH

IT

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L

5'

6'

MIN.

5'

6'

MIN.

5'

5'

5'5'

6'

MIN.

5'

6'

MIN.

LANDING

AREA

2'

1. THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE

SURROUNDING SIDEWALK.

2. THE BOTTOM OF THE RAMP SHALL HAVE A 1/2" LIP OF 45°.

3. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 12% AT CURB TO CONFORM WITH

LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP.

4. CONSTRUCT PER A.D.A. STANDARDS.

5. DETECTABLE WARNING SURFACE SHALL BE "SAFETY YELLOW" COMPOSITE MATERIAL ANCHORED IN THE RAMP.

WARNING SURFACE SHALL BE SET INTO THE CONCRETE AND BE FLUSH WITH CONCRETE SURFACE ALONG ALL

FOUR SIDES.

6. DETECTABLE WARNING SURFACE TO BE CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS, INC. OR CAST

IN PLACE DETECTABLE WARNING PANEL BY ARMORCAST.

7. DETECTABLE WARNING AREA SHALL CONFORM TO FDOT STANDARD INDEX 304 AND 28 CFR PART 36 APPENDIX A,

LATEST REVISION.

LANDING

AREA

SIDEWALK

RAMP

24" WIDE DETECTABLE

WARNING REQUIRED

LANDING AREA

SIDEWALK

SIDEWALK

SIDEWALK

SD90

WHEELCHAIR RAMP IN SIDEWALKN.T.S.

NOTES:

PLAN - RAMP IN SIDEWALK

MAX

2%

MAX

MAX

CROSS SECTION

RAMP

LANDING AREA

1

:1

2

M

A

X

1

:1

2

M

A

X

RAMP

LANDING AREA

4"

MIN

VARIES (SEE PLAN)

NOTES:

1. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL &

TRAVERSE DIRECTION IN SIDEWALK.

2. SIDEWALK IS TO BE CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI.

3. MAX 2% CROSS SLOPE PER ADA

* SIDEWALK SHALL BE 6" THICK AT DRIVEWAY.

1/2" R

1/2" R

SD1

CONCRETE SIDEWALK DETAILN.T.S.

*

SLOPE TOWARDS ROAD (TYP)

P

U

B

L

I

C

R

O

A

D

FDOT #1 COARSE

AGGREGATE OR EQUIVALENT

6" MIN.

5

0

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M

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GD1

STABILIZED CONSTRUCTION ENTRANCEN.T.S.

2" ASPHALT FDOT S-3 OR S-1

8" LIMEROCK TO LBR 100 COMPACTED TO 98%

OF ASTM D-1557

12" STABILIZED SUB-BASE TO LBR 40 COMPACTED

TO 98% OF ASTM D-1557. ALSO STABILIZE AND

COMPACT UNDER CURBS.

SD11

TYPICAL PAVEMENTSECTION (HEAVY DUTY)

N.T.S.

STEEL REINFORCEMENT

2,500 PSI CONCRETE MIN (typ)

1/2" BEAM HOLE WITH

1/2" GALVANIZED ANCHOR

ROD-18" LONG

℄ OF PAINTED

STRIPE

℄ OF PAINTED

STRIPE

2"

2"

SD12

PRECAST CONCRETEWHEELSTOP

N.T.S.

8

"

1

'

-

6

"

6

"

2

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-

0

"

8

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F

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B

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D

6

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-

0

"

F

O

R

S

T

A

N

D

A

R

D

NOTE:

WHEEL STOP SHOULD BE PAINTED

CONTRASTING COLOR TO

SURROUNDING PAVEMENT.

2

'

-

0

"

1

'

-

6

"

2

'

-

0

"

SWALE TYPICALCROSS - SECTION

N.T.S.

4'

MATCH EXISTING

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ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED. ALL AREAS WHERE SOD

HAS BEEN DISTURBED OR REMOVED SHALL BE RE SODDED TO SATISFACTION

OF OWNER.

THE ABOVE INFORMATION WAS OBTAINED FROM THE GEOTECHNICAL

EXPLORATION FOR THE PROPOSED SITE PROVIDED BY UNIVERSAL

ENGINEERING SCIENCES DATED JANUARY 12, 2005.

6" CONCRETE - MIN. 3000 P.S.I.

MAXIMUM CONTROL JOINT SPACING: 12' X 12',

MINIMUM SAWCUT DEPTH: d/4

24" STABILIZED SUB-BASE COMPACTED

TO 98% OF ASTM D-1557

SD12A

CONCRETE PAVEMENT SECTIONN.T.S.

NOTES:

1.5" ASPHALT FDOT S-3 OR S-1

6" LIMEROCK TO LBR 100 COMPACTED TO 98%

OF ASTM D-1557

12" STABILIZED SUB-BASE TO LBR 40 COMPACTED

TO 98% OF ASTM D-1557. ALSO STABILIZE AND

COMPACT UNDER CURBS.

SD11A

TYPICAL PAVEMENTSECTION (LIGHT DUTY)

N.T.S.

8" THICK OF 2" MINUS CRUSHED

CONCRETE OR CRUSHED ASPHALT (RAP)

12" STABILIZED SUB-BASE TO LBR 40 COMPACTED

TO 98% OF ASTM D-1557. ALSO STABILIZE AND

COMPACT UNDER CURBS.

SD13

GRAVEL PAVEMENTN.T.S.

NOTE: LINE POSTS SHALL

BE 2.-1/2" O.D.

@ 10' O.C. MAX.

GALV. TOP RAIL

BRACING

TENSION WIRE

3000 PSI

CONC. (TYP)

1'-4" DIA. FOR LINE POST AND 2'-0"

DIA. FOR CORNER POST (MIN)

FULL LENGTH

STRETCHER BAR

END POST

6'-0"

3'-0"

3"

SD21

FENCE DETAILN.T.S.

CHAIN LINK

11" GAUGE (0.120" Ø) & 2" MESH

FABRIC WITH POLYVINYL SLATS

WHERE INDICATED

4000 PSI CONC. (TYP)

24" STABILIZED SUBGRADE (MIN.

LBR40) TO MIN 98% MAX

DENSITY PER AASHTO T-180

SD12B

CONCRETE APPROACH SLAB DETAILN.T.S.

2 #5@6" C/C

CONTINUOUS

CONCRETE PAVEMENT

#5@12"

OCEW

24"

8"

12"

24" STABILIZED

SUBGRADE

12"

4000 PSI CONC. (TYP)

2 #5@6" C/C

CONTINUOUS

FINISHED FLOOR

#5@12"

OCEW

24"

8"

12"

BUILDING

12"

3/4" EXPANSION JOINT

W/SEALED JOINT MATERIAL

12"

24" STABILIZED SUBGRADE (MIN.

LBR40) TO MIN 98% MAX

DENSITY PER AASHTO T-180

BID/PERMIT SET 10-17-2017NOT FOR CONSTRUCTION

POST DIA.

4 TIMES

CRUSHED STONE

OR GRAVEL

TREATED WOOD POST

2"

POST FOOTING

3'

3"

(TYP.)

CONCRETE MINIMUM

2500 PSI P.C.

END POST

ABUT BOARDS AT

6'-0" (T

YP

)

POST C

L

1'-2"

2'-0"

2'-0"

1'-0"

1/4" MAX.

4X4

TREATED POST (TYP.)

RAIL (TYP.)

2X4 TREATED

8'-0" Max.

2"

L

POST C

SD28

WOODEN PRIVACY FENCEN.T.S.

CEDAR OR

PRESSURE

TREATED PINE

1X4 OR 1X6

3