April 4, 2016 ADDENDUM 3 TO: Vendors FROM: Vianka Colin, Purchasing Director RE: INVITATION TO BID ITB/FFS-15/16-79 CONSTRUCTION OF A BUILDING FACILITY AT INDIAN LAKE RANGER STATION This addendum is to provide all potential bidders with answers to questions submitted in reference to Invitation To Bid number ITB/FFS-15/16-79. Deletions are struck through, and additions are highlighted. Questions / Answers 1. The landscape shows 17 large tree-type symbols and labels as a hedge 3 ft. in height. Could

we get a clarification as to what these items are? The trees shown on the plan have to be 8 ft. in height. Is there a caliper requirement?

See the revised plans. 2. There are not specifications provided on the well size, pump size, tank size, etc. Will there be

an engineered detailed site plan for this project? See the revised plans. 3. Who is the power company? Has load been calculated for service to be built? Ocala Electric Utility is the utility company. The load shall be calculated by the contractor. 4. Will there be any additional cost to build service and supply O/H to site? This shall be covered by FFS. 5. Where will the O/H service line terminate or be located on site property? It is unknown at this time.

ADDENDUM 3 April 4, 2016 Page 2 6. Is the contractor to include U/G costs from pole to service meter can? If so, is there an

estimated cost/budget? This shall be the contractor's responsibility; there are no estimates. 7. Will NOVA be responsible for coordination and costs associated with State Fire Marshal as

described in ITB? Yes. 8. Is the contractor to include costs associated with surveys/staking/layouts/as-builts, or is owner

responsible for all ? This shall be the contractor's responsibility. 9. Is contractor responsible for all testing (compactions/concrete/proctors, etc.) costs and should

include in bid? Yes. 10. Are we required to use firm supplying Geo-Tech report for testing if required? No. 11. Any other jurisdiction or authority requirements/permits/approvals needed prior (besides

DOH)? State Fire Marshall. 12. Will electronic submittals regarding materials be acceptable? Architect to review?

Return/review time? Electronic submittals are acceptable. The architect will review and return as soon as possible. 13. References requirement in bid should be for similar work, not roofing as ITB lists, correct? Correct. 14. Civil/Site specifications needed for all well and associated systems equipment. See the revised plans. 15. Are civil/site specifications needed for all fire tank & suppression source systems equipment? A 10,000 gallon fire suppression tank per nfpa 1142. 16. Civil/Site Plans? See the attached revised plans. 17. We need plans/details for the pole barn building. There is no pole barn at this time.

ADDENDUM 3 April 4, 2016 Page 3 18. What is the plate height of the exterior walls? The elevations show 9’, the sections show 10’ 4”?

Which is correct? 9’ is correct. 19. I can’t find a “Hardie bond board freeze”, please advise? The band/trim is called a “frieze” but is just a 10” piece of trim. 20. Sections appear to show a 2" x 6' sub fascia with a 1" x 2' drip. The plans call out a 1" x 6'

fascia with a 1" x 2' drip. Will the 1" x 6' be a finished product or wrapped? Is there a sub fascia behind the 1" x 6' or is this the fascia?

The project requires a 1" x 6' fascia, 2" x 4' pt sub-fascia. 21. Please provide specs/sizes for the fire suppression tank. See the answer to question 15. 22. Please provide specs on hooking up electric to fire suppression tank. Install electrical for fire suppression tank per NFPA 1142. 23. Please confirm offsite electric to onsite electric locations. Unknown at this time. 24. What size water heater does the owner want? Please provide specs. See the electrical plan specifying an instant hot water heater. 25. What are the carpet and tile specs? There are none. Contractor shall submit samples for approval. 26. Are there any specs for backsplash? No Contractor shall submit samples for approval. 27. Are there any specs for cabinets and counters? No. Contractor shall submit samples for approval. 28. Are there any specs on interior framed walls? I assume 2x4 walls. 2" x 4' interior walls. 29. Is there any sound insulation? No. This is not a part of the project. 30. Is proposed fence by contractor or owner? If by contractor are there any specs? This shall be provided by the contractor. It shall be 6' chain link per DFOT index 802.

ADDENDUM 3 April 4, 2016 Page 4 31. Are there any specs for the Well? See answer to question 2. 32. Is the administration building the only building being constructed? Yes. 33. There is a size discrepancy regarding the size of the administration building on the civil plans

vs the architectural plans. See the attached plans. 34. In addition to a bond, is builder’s risk also required? Yes. 35. How will the power be brought in? Power will be from underground to the building from the last pole. The Department is waiting on the

utility company for more information. 36. Will power locations be provided on the Civil plans? No. Contact the local power company, Ocala Electric Utility. 37. Who is the power service through? Ocala Electric Utility. 38. Who is responsible for electrical meter fees? Contractor. 39. Who is responsible for any testing fees such as soil or otherwise? Contractor. 40. Please provide size and specs for well and septic. Please see the revised plans. 41. What permit related fees is the contractor responsible for? None. 42. What permit related fees is the owner responsible for? All. 43. How should bidders obtain project information such as addendums? Contact the purchasing office at (850) 617-7181 or Vianka.Colin@FreshFromFlorida.com.

ADDENDUM 3 April 4, 2016 Page 5 44. A-2 shows 2' o/h, A-3 shows 2'6"; please confirm. The correct measurements are 2’-6” o/h at porch, 2’-0” o/h at building. 45. Will there be a 2x4 sub fascia for soffit nailer and to help keep 1x6 fascia straight? Yes, 1" x 6' fascia, 2" x 4' pt sub-fascia 46. Is permacast column a split column? We will not be able to install HD to 4x4 inside column?

Permacast is structural, is 4x4 needed? This project requires a 4" x 4" inside split PermaCast column. To the extent this addendum gives rise to a protest, failure to file a protest within the time prescribed in Section 120.57(3), Florida Statutes, shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. All other terms, conditions and specifications of this Invitation to Bid will remain the same. If you have any questions regarding this addendum, please feel free to contact this office at (850) 617-7181.

66.50

GROUND SPOT ELEVATION

66.50

GROUND SPOT ELEVATION

(MATCH EXISTING GRADE)

M.E.G.

MATCH EXISTING GRADE

MITERED END SECTION (MES)

AND STORM PIPE

CENTERLINE

WATER MAINWM

SANITARY SEWERSAN

SEPTIC TANK & DRAIN FIELD

W WATER WELL

CRUSHED LIMEROCK LIMITS

CONCRETE

CONCRETE SLAB ON GRADE BUILDING

M.E.G. MATCH/MEET EXISTING GRADE

F.F.FINISHED FLOOR

EL. ELEVATION

SETBACK LINE

RIGHT-OF-WAY

R.O.W. , R/W RIGHT-OF-WAY

PROPOSED LEGEND

SHOULDER

APPROX. FILL LIMIT

APPROX. CUT LIMIT

F&I FURNISH AND INSTALL

SHEET NUMBER

SHEET NUMBER

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

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UTILITY NOTES

EROSION & POLLUTION CONTROL NOTES

GENERAL CONSTRUCTION NOTES

TREE PROTECTION NOTES

PAVING AND GRADING NOTES:

CLEARING AND PREPARATION NOTES:

BENCHMARK #1BENCMARK #2

NE 40TH AVENUE ROAD

EXISTING TREE TO BE REMOVED

(TYP.)

1. The survey date is August 12, 2015 (last date of fieldwork).

2. This is a Topographic Survey as defined by Chapter 5J-17.050(10)(k) of the FloridaAdministrative Code.

3. This Topographic Survey map and report or the copies thereof are not valid without thesignature and the original raised seal of a Florida licensed surveyor and mapper.

4. Additions or deletions to Survey maps or reports by other than the signing party or parties isprohibited without written consent of the signing party or parties.

5. Copyright © 2015 by MacSurvey, Inc.

6. The bearings shown upon this Survey are based on Grid North as established by the NationalOcean Service ("NOS") through its program office National Geodetic Survey ("NGS") and the bearingbetween NGS control point "FLGPS33 1989" and NGS control point "FLGPS33 AZMK 1989" beingN47°35'57"W.

7. Elevations shown heron are referenced to the North American Vertical Datum of 1988(NAVD88) as established by a NGS benchmark being a stainless steel rod in a NGS access coverstamped "FLGPS33 1989" with an elevation of 70.60'.

8. The coordinate system utilized hereon is relative to the Florida State Plane CoordinateSystem, West Zone, North American Datum of 1983, 2011 adjustment as established using thecontrol points described in Note #6 and conventional field survey methods. All distances shownhereon are in US Survey Feet (grid).

9. Aerial imagery shown heron was provided by the Florida Department of EnvironmentalProtection ("FDEP") and is shown for informational purposes. The imagery was flown in 2014.

10. Field work performed by Columbia America, licensed Florida Surveying and Mapping Business#7971, last date in the field 8/12/2015.

11. The features on this survey that were intended to be topographically mapped include existingtopography and existing improvements within the project limits provided by the Florida ForestService.

12. The scale of this Survey may have changed due to reproduction.

13. Wetland lines determined by The Ash Group, Inc.

SURVEYOR'S REPORT

LEGEND

TREE TABLETOPOGRAPHIC SURVEY OF

MacSurvey, Inc.SURVEY PROVIDED BY:

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TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

A

D

M

I

N

.

B

L

D

G

14'x72' B

AY

(O

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N)

F

.

F

.

E

L

.

=

6

9

.

5

0

PROPERTY SITE INFO:

SILT FENCE/PROJECT LIMITS AREA 62,871 S.F. 1.44 AC.

PROPOSED IMPERVIOUS

ADMIN BUILDING 2,240 SF. 0.05 AC.

POLE BARN BUILDING 3,700 SF. 0.08 AC.

LIME ROCK 11,351 SF. 0.26 AC.

CONCRETE 5,502 SF. 0.12 AC.

TOTAL 22,793 SF. 0.52 AC.

PARKING

(10) 18'x9' REGULAR PARKING SPACES PROVIDED

(1) 18'x12' HANDICAP PARKING SPACE PROVIDED

RIGHT-OF-WAY SITE INFO:

SILT FENCE/PROJECT LIMITS AREA 11,767 S.F. 0.27 AC.

PROPOSED IMPERVIOUS

CONCRETE DRIVEWAY 2,891 SF. 0.07 AC.

DRAINAGE DATA:

IMPERVIOUS AREA: 22,793 S.F.

TREATMENT VOLUME (T.V.) = 1" x IMPERVIOUS AREA

T.V. = 1,866 C.F. REQUIRED

POND BOTTOM AREA 854 S.F.

DESIGN HIGH WATER AREA 1,719 S.F.

TOP OF BANK AREA 2,058 S.F.

VOLUME PROVIDED 1,930 S.F.

STORAGE

ROOM

RANGER

ROOM

36'x72' BAY

F.F. EL.=71.50

CONCRETE

APRON

CONCRETE

APRON

FUTURE

BUILDING

W

BENCHMARK #1BENCMARK #2

NE 40TH AVENUE ROAD

R

3

6

.

0

'

R

1

5

.

0

'

R

1

7

.

0

'

18

.0

'

9.0'

R

3

.

0

'

R

5

.

0

'

R

5

.

0

'

R

2

0

.

0

'

R

4

0

.

0

'

R

2

0

.

0

'

R

4

0

.

0

'

1

8

.

0

'

1

2

.

0

'

5

.

0

'

29

.2

'

93

.0

'

93

.0

'

2

4

.

0

'

24

.0

'

12

.0

'1

2.0

'6

.0

'

2

4

.

0

'

24.0' 14.0'

24

.9

'

R

5

.

0

'

8

7

.

2

'

9

.

2

'

103.8'

9

9

.

2

'

2

0

.

0

'

7

1

.

5

'

85.4'

37.1' 48.4'

39

.1

'

38

.9

'

86.0'

49.0' 37.0'

20.0'

5'x5'x4" CONCRETE SLAB

5'x5'x4"

CONCRETE SLAB

4'x3'x4"

CONCRETE SLAB

FOR A/C UNIT

4'x4'x4" CONCRETE SLAB

FOR A/C UNIT

PROPOSED CONCRETE

DRIVEWAY

PROPOSED 5' WIDE

CONCRETE SIDEWALK

PROPOSED REGULAR

PARKING SPACE

PROPOSED

CONCRETE

HANDICAP

PARKING SPACE

PROPOSED

LIME ROCK

(PROPOSED LIME ROCK)

SEPTIC TANK

DRAIN FIELD

PROPOSED CONCRETE

DRIVEWAY

WATER WELL

PROPOSED

FIRE SUPPRESSION

TANK WITH SIAMESE

FDC CONNECTION

GRAVITY SANITARY

SEWER SERVICE

PROPOSED FENCE LINE

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

POTABLE WATER

SERVICE

PROPOSED POND

TOP OF BANK = 65.5

BOTTOM = 63.5

42.7'

20

.0

'

PROPOSED SWALE 6"

DEEP 4' WIDE AT INLET

37

.5

'

34.0'

34.7'

CONCRETE FLUME

CONCRETE WEIR

(SEE DETAIL ON

THIS SHEET)

SKIMMER

PROPOSED RIP

RAP

20

.0

'

70

.0

'

36.0'

3

0

.

0

'

21.2'

5

.

0

'

20.0'

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BENCHMARK #1BENCMARK #2

NE 40TH AVENUE ROAD

A

D

M

I

N

.

B

L

D

G

14'x72' B

AY

(O

PE

N)

J

C300

H

C3

00

GC

3

0

0

F

C

3

0

0

B

C

3

0

0

A

C

3

0

0

71.53

71.38

69.66

69.25

68.93

68.60

71.59

69.87 71.21

70.31 71.29

70.83

66.00

67.55

67.67

67.43

67.1367.2567.01

66.50

65.40

66.76

68.48

68.72

69.50

69.55

70.16

70.50

70.20

69.26

69.90

69.36

71.71

71.47

71.65

71.41

70.79

70.91

70.67

70.37

70.49

70.25

70.05

68.63 69.16

69.53

F

.

F

.

E

L

.

=

6

9

.

5

0

71.16

71.34

71.40

71.70

C

C

3

0

0

D

C

3

0

0

E

C300

I

C30

0

69.90

69.85

70.00

67.07

66.82

66.38

66.95

71.70

71.60

71.70

64 LF OF 14"x23" ERCP

CLASS IV

64 LF OF 14"x23" ERCP

CLASS IV

DOUBLE SIDE DRAIN MITERED

END SECTION INV.=M.E.G

PER FDOT INDEX #273

3.3

'

RE-GRADE TOP OF DITCH

(TYP.)

RE-GRADE TOE OF DITCH

(TYP.)

10.0'

(TYP.)

10.0'

(TYP.)

RE-GRADE TOP AND TOP

OF DITCH PER FDOT

INDEX #273 & #515

(TYP. AT ALL MES)

3.3

'

DOUBLE SIDE DRAIN MITERED

END SECTION INV.=M.E.G

PER FDOT INDEX #273

DOUBLE SIDE DRAIN MITERED

END SECTION INV.=M.E.G

PER FDOT INDEX #273

DOUBLE SIDE DRAIN MITERED

END SECTION INV.=M.E.G

PER FDOT INDEX #273

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

SILT FENCE/

PROJECT LIMITS

64 LF OF 14"x23" ERCP

CLASS IV

64 LF OF 14"x23" ERCP

CLASS IV

PROPOSED 1,087 LF OF

TYPE A FENCE PER FDOT INDEX 801

(WOVEN WIRE FABRIC WITH TIMBER POSTS)

30.0'

CANTILEVER GATE

PER FDOT

INDEX 803

30.0'

CANTILEVER GATE

PER FDOTINDEX 803

67.5

67.5

DRAIN FIELD

APPROX. LIMITS

OF CUT

5' SHOULDER

(TYP.)

5' SHOULDER

LIMITS (TYP.)

APPROX. LIMITS

OF CUT

APPROX. LIMITS

OF FILL

APPROX. LIMITS

OF FILL

APPROX. LIMITS

OF FILL

ROOT PRUNE

AS NECESSARY

PROPOSED POND

TOP OF BANK = 65.5

BOTTOM = 63.5

5.0' FLAT

BERM (TYP.)

42.7'

20

.0

'

4.0

'

BO

TT

OM

6" DEEP SWALE

(4' WIDE BOTTOM)

70.50

S-03

S-02

S-01

P-01

P-02

S-01MITERED END SECTION

INV. =63.5

(PER FDOT INDEX #273)

S-02TYPE C DITCH BOTTOM INLET

WITH TRAVERSABLE SLOT

RIM EL. = 67.40

SLOT INV. =66.72

INV. =64.2

(PER FDOT INDEX #232)

S-03

TYPE C DITCH BOTTOM INLET

WITH TRAVERSABLE SLOT

RIM EL. = 68.00

SLOT INV. =67.42

INV. =64.58

(PER FDOT INDEX #232)

P-01

70 LF OF 12" RCP

@ 1.0% SLOPE

P-02

38 LF OF 12" RCP

@ 1.0% SLOPE

(CLASS IV)

STORM STRUCTURE AND PIPE TABLE

1

0

.

7

'

M

I

N

.

CONCRETE FLUME

CONCRETE WEIR

(SEE DETAIL ON

THIS SHEET)

SKIMMER

71.40

PROPERTY SITE INFO:

SILT FENCE/PROJECT LIMITS AREA 62,871 S.F. 1.44 AC.

PROPOSED IMPERVIOUS

ADMIN BUILDING 2,240 SF. 0.05 AC.

POLE BARN BUILDING 3,700 SF. 0.08 AC.

LIME ROCK 11,351 SF. 0.26 AC.

CONCRETE 5,502 SF. 0.12 AC.

TOTAL 22,793 SF. 0.52 AC.

PARKING

(10) 18'x9' REGULAR PARKING SPACES PROVIDED

(1) 18'x12' HANDICAP PARKING SPACE PROVIDED

RIGHT-OF-WAY SITE INFO:

SILT FENCE/PROJECT LIMITS AREA 11,767 S.F. 0.27 AC.

PROPOSED IMPERVIOUS

CONCRETE DRIVEWAY 2,891 SF. 0.07 AC.

DRAINAGE DATA:

IMPERVIOUS AREA: 22,793 S.F.

TREATMENT VOLUME (T.V.) = 1" x IMPERVIOUS AREA

T.V. = 1,866 C.F. REQUIRED

POND BOTTOM AREA 854 S.F.

DESIGN HIGH WATER AREA 1,719 S.F.

TOP OF BANK AREA 2,058 S.F.

VOLUME PROVIDED 1,930 S.F.

STORAGE

ROOM

RANGER

ROOM

36'x72' BAY

F.F. EL.=71.50

69.40

69.37

CONCRETE

APRON

CONCRETE

APRON

FUTURE

BUILDING

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14'x72' B

AY

(O

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F

.

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.

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L

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=

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9

.

5

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STORAGE

ROOM

RANGER

ROOM

36'x72' BAY

F.F. EL.=71.50

CONCRETE

APRON

CONCRETE

APRON

FUTURE

BUILDING

BENCHMARK #1BENCMARK #2

NE 40TH AVENUE ROAD

PROPOSED WATER WELL

CONCRETE PADS EL.=72.5

(SEE ELECTRICAL PLANS

FOR POWER SUPPLY)

PROPOSED

CLEAN OUT

RIM EL.=FINIHED GRADE

INV.=66.60

PROPOSED CLEAN OUT

RIM EL.=FINIHED GRADE

INV.=66.06

PROPOSED CLEAN OUTS

RIM EL.=FINIHED GRADE

INV.=65.82

PROPOSED CLEAN OUT

RIM EL.=FINIHED GRADE

INV.=65.58

PROPOSED

INV.=65.90

F&I: 144 LF OF

4" PVC SANITARY PIPE

AT 1.0% SLOPE

PROPOSED 400 SF

DRAINAGE FIELD

PROPOSED EL.=67.5

40.0'

10.0'

67.5

67.5

5.0' BERM

(TYP.)

F&I: 105 LF OF 2.5"

PVC WATER MAIN

F&I: 84 LF OF 1"

PVC WATER MAIN

ROOT PRUNE

(BY CERTIFIED ARBORIST)

F&I: 1" END CAP

F&I: 10,000 GALLON FIRE

SUPPRESSION TANK WITH SIAMESE

FDC CONNECTION

PER NFPA 1142

F&I: 1" 45° BEND

F&I: 2.5" 90° BEND

2.5"x1.5" REDUCER

1.5" WATER MAIN VALVE

F&I: 190 LF OF 1.5"

PVC WATER MAIN

F&I: 1.5" 90° BEND

F&I: 1.5" 90° BEND

40.1'

229.2'

15.2'

NOTE:

1. CONTRACTOR SHALL COORDINATE WITH POWER

COMPANY FOR NEAREST ELECTRICAL

CONNECTION.

F&I: 1" 45° BEND

F&I: 2.5"x2.5" TEE

2.5" 90° BEND

F&I: 2.5" 90° BEND

10.0' MIN.

SEPARATION

10.0' MIN.

W

F&I: 1.5" 90° BEND

PROPOSED

CLEAN OUT

RIM EL.=FINIHED GRADE

RANGER

ROOM

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.2

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.8

89

1

w

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SEE

DETAIL "A-A"

DETAIL "A-A"

SCALE: 1"=10'

F&I: 1" TEMP. CAP

F&I: 1" BALL VALVE

F&I: 1.5"x1" TEE

F&I: 1.5"x1" REDUCER

F&I: 1" 45° BEND

PROPOSED

INV.=67.36

A

D

M

I

N

.

B

L

D

G

14'x72' B

AY

(O

PE

N)

F

.

F

.

E

L

.

=

6

9

.

5

0

STORAGE

ROOM

RANGER

ROOM

36'x72' BAY

F.F. EL.=71.50

CONCRETE

APRON

CONCRETE

APRON

FUTURE

BUILDING

67.5

67.5

WM

W

M

W

M

WM

W

WM

WM

WM

WM

WMWMWMWMWMWM

BENCHMARK #1BENCMARK #2

NE 40TH AVENUE ROAD

LANDSCAPE LEGEND

SYMBOL TYPE TOTAL SIZE SPACING

4" AS SHOWN

AS SHOWN4"

LONG LEAF PINE 7 7 GAL. AS SHOWN

SWAMP BAY

EAST PALATKA

NOTES:

1. ALL PLANT MATERIALS ARE TO BE MINIMUM OF FLORIDA NO. ONE AS DEFINED IN

GRADES AND STANDARDS REVISED, PART II, AS PUBLISHED BY THE FLORIDA

DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.

2. ALL LANDSCAPING SHALL BE MAINTAINED PER THE STANDARDS OF ULDC 21-9.H.

3. GRASS AREAS SHALL BE SODDED. SOD PROVIDED MUST BE VIABLE, REASONABLY

FREE OF WEEDS AND CAPABLE OF GROWTH AND DEVELOPMENT. IN GENERAL, SOD

STRIPS SHALL BE ALIGNED WITH TIGHTLY FITTED, STAGGERED JOINTS AND NO

OVERLAP OF BUTTS OR SIDES. SUBGRADE OF LAWN AREA AFTER FINISHED GRADING

SHALL BE REASONABLY FREE OF STONES, STICKS, ROOTS, AND OTHER MATTER

PRIOR TO THE PLACEMENT OF SOD. NEW LAWNS SHALL BE WATERED IMMEDIATELY

AFTER PLANTING AND SHALL BE MAINTAINED IN A LIVING CONDITION.

4. MULCH, INCLUDING SYNTHETIC GROUND COVER, SUCH AS DECORATIVE STONE,

MAY ONLY BE USED AROUND TREES AND LANDSCAPED AREAS AND MAY NOT BE USED

IN LIEU OF SOD FOR LAWN AREAS.

5. ALL TREES BEING PLANTED SHALL BE 8' IN HEIGHT AT PLANTING PER ULDC

21-10.A(2).

AREA OF SOD

2

2

4" AS SHOWN

LIVE OAK 2

3 GAL. AS SHOWN

SAW PALMETTO 13

7 GAL. AS SHOWN

DOGWOOD 2

HOLLY

TICKSEED 80 1 GAL. AS SHOWN

...P

ro

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sh G

roup

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5

80

2 B

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1

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70

69

68

67

A

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

70

69

68

67

66 66

65 65

64 64

72

71

70

69

68

67

B

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

68

67

66 66

72

71

70

69

68

67

C

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

68

67

66 66

65 65

72

71

70

69

D

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

73 73

74 74

72

71

70

69

68

67

E

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

68

67

66 66

65 65

64 64

63 63

62 62

72

71

70

69

68

67

F

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

68

67

66 66

65 65

64 64

72

71

70

69

68

67

G

C102

66

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

70

69

68

67

66

70

65 65

64 64

72

71

70

H

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

72

71

69

70

72

68

72

71

70

68

I

C102

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

CROSS SECTION

71

69

71

72

71

70

69

68

67

72

70

69

68

67

J

C102

CROSS SECTION

SCALE: 1" = 20' HORIZ.

1" = 2' VERT.

3

.0

%

DRIVEWAY

M.E.G.

EX. GRADE

PROP. (2)

14"x23" ERCP

CLASS IV

PROP. GRADE

PROP. (2)

14"x23" ERCP

CLASS IV

DRIVEWAY

3

.0

%

4

.

2

%

15.7'5.7'

5.8'

0%

2

.6

%

16.9' 5.8'

2.8'

0%

3

.

7

%

2

.4

%

M.E.G.

24.0'

DRIVEWAY

1.0

%

5.0'

SHOULDER

5.0'

SHOULDER

M.E.G.

4

:

1

32.8'

DRIVEWAY

6

.

0

%

M.E.G.

V

A

R

I

E

S

6

.

0

%

RIG

HT

-O

F-W

AY

C/L

30.0'

ADMIN. BLDG.

M.E.G.

24.0'

DRIVEWAY

1.0

%

5.0'

SHOULDER

5.0'

SHOULDER

4

:

1

6

.

0

%

4

:

1

6

.

0

%

C/L

RIG

HT

-O

F-W

AY

M.E.G.

M.E.G.

4

:

1

4

:

1

5.0'

SHOULDER

1

.7

%

5.0'

SHOULDER

6.5'

SHOULDER

6

.

0

%

(

4

:

1

M

A

X

.

)

S

L

O

P

E

C/L

M.E.G.

4

:

1

4

:

1

34.2'

DRIVEWAY

0.5%

5.0' MIN.

SHOULDER

12.2'

SHOULDER

6

.

0

%

S

L

O

P

E

C/L

M.E.G.

M.E.G.

EX. GRADE

PROP. GRADE

EX. GRADE

PROP. GRADE

EX. GRADE

PROP. GRADE

EX. GRADE

PROP. (2) 14"x23" ERCP CLASS IV

24.0'

DRIVEWAY

1.0

%

5.0'

SHOULDER

M.E.G.

4

:

1

73

6

.

0

%

6

.

0

%

30.0'

ADMIN. BLDG.

C/L

EX. GRADE

PROP. GRADE

4

:

1

25

' S

ET

BA

CK

L

IN

E

6

.

0

%

71.5'

ADMIN. BLDG.

EX. GRADE

M.E.G.

M.E.G.

6

.

0

%

4

:

1

M.E.G.

50.0' POLE BARN 93.0' TO RIGHT-OF-WAY

(SLOPE TO R.O.W.)

M.E.G.

VARIES

50.0'

RIG

HT

-O

F-W

AY

EX. GRADE

68

PROP. GRADE

69 69

68

73

6

.

0

%

M.E.G.

74

93.0' TO RIGHT-OF-WAY50.0' POLE BARN

M.E.G.

RIG

HT

-O

F-W

AY

(S

L

O

P

E

T

O

R

.O

.W

.)

V

A

R

IE

S

68.0'

74 74

30.0'

DRIVE AISLE

C/L

20.0'

CONC.

APRON

73 73

18.0'

PARKING

SPACE

C/L

30.0'

DRIVE AISLE

6

.

0

%

74

4

:

1

PROP. GRADE

M.E.G.

4

:

1

M.E.G.

74.0' POLE BARN

EX. GRADE

SE

TB

AC

K L

IN

E

EX. GRADE

PROP. GRADE

RIG

HT

-O

F-W

AY

RIG

HT

-O

F-W

AY

25.0'

SE

TB

AC

K L

IN

E

25.0'

76

75 75

7676

7575

76

20.0'

73

74

75

73

74

75

MES

MES

MES

MES

PROP. (2) 14"x23"

ERCP CLASS IV

5.0'

2

%

5.0'

2

%

5.0'

2

%

5.0'

2

%

4

:

1

4

:

1

2.0'

MIN.

SWALE

6"

SWALE

6"

4.0'

4

:

1

4

:

1

4.0'

2.0'

MIN.

5.0'

2

%

V

A

R

I

E

S

V

A

R

I

E

S

4.0' SWALE

BOTTOM

S-02

20.0' CONC. APRON

20.0'

4.7'

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