PROJECT No. 2016-XX

CONCEPTUAL SITE PLANS FOR

SECTION 39, TOWNSHIP 15 S, RANGE 32 E

39-15-32-00-00-0660

2357 BELLEVUE AVENUE

DAYTONA BEACH, FL 32114

REVISED JANUARY 2017

SOIL TYPE: (8) BASINGER FINE SAND, DEPRESSIONAL, 0 TO 1 PERCENT SLOPES (GROUP D)(51) POMONA - ST. JOHNS COMPLEX (GROUP D)

ZONING DISTRICT:I-2 HEAVY INDUSTRIALFLOOD ZONE "X" & "A"

SITELOCATION

FLOOD ZONE MAPSCALE: 1" = 800' SCALE: 1" = 300'

ZONING MAPSCALE: 1" = 300'SOILS MAP

DRAWING NUMBER

Civil Engineering Land Development

Construction Engineering &Inspection

Certificate of AuthorizationNo. 30209

C 2013

1370 North US1, Suite 204 Ormond Beach, Florida 32174

Phone (386) 290-7599Harry@Newkirk-Engineering.com

STATE OF

PR

OF E S S I O N A L E N G

I NE

ER

HA R R Y N E W K I R

KL I C E N S E

F L O R I D A

SITELOCATION

VOLUSIA COUNTY BUILDING DEPARTMENT: (386) 736-2700FLORIDA POWER & LIGHT: (386) 322-3420PEOPLES GAS SYSTEM (TECO): (386) 671-2232BELLSOUTH: (386) 257-7950BRIGHTHOUSE: (386) 788-4198

21

DWG.NO. DESCRIPTION

INDEX OF SHEETS

COVER

3SITE PLAN

PROPERTY OWNER:

PROJECT TEAMMENDES & ROLIM LLC1939 SOUTHCREEK BOULEVARDPORT ORANGE, FL 32128PHONE: (386) 681-8845

NEWKIRK ENGINEERING, INC.1370 NORTH US 1, SUITE 204ORMOND BEACH, FL 32174PHONE: (386) 290-7599EMAIL: HARRY@NEWKIRK-ENGINEERING.COM

SURVEYOR:

ENGINEER:

RICHARD L. POORE, LA300 GATEWOOD COURTORMOND BEACH, FL 32174PHONE: (386) 212-8491EMAIL: THEPOORES@BELLSOUTH.NET

LANDSCAPEARCHITECT:

CONTACT NUMBERS

S.A.T. DEVELOPMENT, LLC1368 US HIGHWAY 1, SUITE 401ORMOND BEACH, FL 32174PHONE: (386) 566-7258EMAIL: SCOTT@SATDEVELOPMENT.COM

DEVELOPER:

SITELOCATION

EAST COAST LAND SURVEYING1366 NORTH US 1, SUITE 602ORMOND BEACH, FL 32174PHONE: (386) 672-3633EMAIL: ECLS_ANTHONY@BELLSOUTH.NET

PROJECT STATEMENT

JURISDICTIONAL AGENCY PERMIT No.

THESE DRAWINGS ARE THE PROPERTY OF NEWKIRK ENGINEERING, INC. ANY USE ORREPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTENCONSENT OF NEWKIRK ENGINEERING, INC. COPYRIGHT 2013 ALL RIGHTS RESERVED.

THE GENERAL CONTRACTOR SHALL ENSURE THAT ANY SUBCONTRACTOR HAS ACOMPLETE SET OF CONSTRUCTION DRAWINGS FOR ITS RESPECTIVE WORK. THEENGINEER ASSUMES NO RESPONSIBILITY FOR SUBCONTRACTORS ONLY UTILIZINGINDIVIDUAL DRAWINGS FOR ITS WORK WHERE ADDITIONAL INFORMATION MAY BECONTAINED ON OTHER DRAWINGS WITHIN THE SET.

BEGINNING ON THE SOUTHERLY LINE OF THE SAMUEL WILLIAMS GRANT, 2063.4 FEETEASTERLY FROM THE SOUTHWEST CORNER THEREOF, IN SECTION 39, TOWNSHIP 15S, RANGE32E, BEING THE SOUTHWEST CORNER OF THE CARPENTER LANDS; THENCE NORTH ALONGTHE WEST LINE OF SAID LAND, A DISTANCE OF 599.4 FEET TO A CONCRETE MONUMENT INTHE SOUTHERLY LINE OF DELAND ROAD, A 100 FOOT STREET AS NOW LAID OUT; THENCEWESTERLY ALONG SAID SOUTH LINE OF DELAND ROAD, A DISTANCE OF 192.7 FEET TO APOINT; THENCE SOUTH, PARALLEL TO AFORESAID WEST LINE OF THE CARPENTER LANDS, ADISTANCE OF 627 FEET MORE OR LESS TO THE SOUTH LINE OF THE SAMUEL WILLIAMSGRANT; THENCE EASTERLY ALONG SAID SOUTH LINE OF THE WILLIAMS GRANT, A DISTANCEOF 202.68 FEET TO THE POINT OF BEGINNING.

LEGAL DESCRIPTION

PROPOSE TO REZONE A 2.608 ACRE LIGHT INDUSTRIAL PROPERTY TO INDUSTRIALPLANNED UNIT DEVELOPMENT. THE SITE WILL CONSIST OF FOUR (4) BUILDINGSCONSISTING OF 23,740 SQUARE FEET TO BE USED FOR A INDUSTRIAL OFFICE ANDWAREHOUSE COMPLEX. SITE ACCESS WILL BE PROVIDED BY FULL DIRECTIONALDRIVEWAY CONNECTION TO BELLEVUE AVENUE. STORMWATER TREATMENT WILL BEPROVIDED BY WET DETENTION POND SYSTEM. POTABLE WATER WILL BE PROVIDED BYCITY OF DAYTONA BEACH OFF-SITE WATER MAIN. WASTEWATER SERVICE WILL BEPROVIDED BY PRIVATE SEPTIC TANK AND DRAINFIELD. IRRIGATION SERVICE WILL BEPROVIDED BY PRIVATE WELL.

MENDES AND

ROLIM IPUD

SCALE: 1" = 3000'LOCATION MAP

HIGHWAY MAPNOT TO SCALE

SCALE: 1" = 250'AERIAL MAP

SITE LOCATIONLAT: 29°10'28.3" NLON: 81°03'42.8" W

SITELOCATION

SITELOCATIONINTERSTATE 95

BELLEVUE AV

BELLEVUE AVENUE

WILLIAMSON BLVD BEVILLE RD

INTE

RNAT

IONA

LSP

EEDW

AY B

LVD

CLYD

E MO

RRIS

BLVD

NOVA

RD

49

51

31

8

9971VOLUSIA COUNTY (REZONING) PUD-17-007

CURRENT CLASSIFICATION: LIGHT INDUSTRIAL / HALIFAX ACTIVITY CENTER (I-1(2)) ANDRURAL AGRICULTURE / HALIFAX ACTIVITY CENTER (A-2(2))

PROPOSED CLASSIFICATION: INDUSTRIAL PLANNED UNIT DEVELOPENT / HALIFAX ACTIVITY CENTER (IPUD(2))

ZONING CLASSIFICATION

TREE PRESERVATION PLAN

EX

HIB

IT

B

S00°00'00"W 627.00'

N66°05'14"E 202.63'

N00°00'00"E 595.94'

S73°35'43"W 193.10'

SEPTIC/DRAINFIELD AREA

SEPTIC/DRAINFIELD AREA

SEPTIC/DRAINFIELD AREA

2

7

.

1

5

2

8

.

1

3

2

7

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9

2

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0

7

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1

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3

0

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7

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1

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.0

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.7

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.0

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.6

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7

DATE:

DESIGN BY:

DRAWING NUMBER

DATE

REVISIONS

DESCRIPTION

PROJECT No:

DRAWN BY:

CHECKED BY:

SCALE:

Civil Engineering Transportation

Construction Engineering &Inspection

1370 North US1, Suite 204Ormond Beach, Florida 32174

Phone (386) 290-7599Harry@Newkirk-Engineering.com

Certificate of AuthorizationNo. 30209

C 2013

2016-254

JANUARY 13, 2017

HHN

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STATE OF

PR

OF E S S I O N A L E N G

I NE

ER

HA R R Y N E W K I R

KL I C E N S E

F L O R I D A

THIS DRAWING IS THE PROPERTY OF NEWKIRK

ENGINEERING ANY USE OR REPRODUCTION IN

WHOLE OR PART IS PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF NEWKIRK

ENGINEERING COPYRIGHT 2014 ALL RIGHTS

RESERVED

HARRY H. NEWKIRK, P.E. # 62971

SIT

E L

AY

OU

T P

LA

N

1" = 30'

6030010GRAPHIC SCALE

30

1"=30'

20

80.0'

50.0'

80.0' 20.0'

100.0'

19'

9' 5'24

'6'

19'

12'

5'

8'

5'20

'10

'

79.5'

5' LANDSCAPEBUFFER

20' LANDSCAPEBUFFER

5' LANDSCAPEBUFFER

5' LANDSCAPEBUFFER

6'8'

10'

10'

SEE DETAIL SHEET No. 13

DOUBLE DUMPSTERENCLOSURE (20'x10')

R45'

R3'

R35'

R1-1 (30")

24" WHITE STOP BAR(THERMOPLASTIC)

PARCEL ID#: 39-15-32-00-00-0651OWNER: STUART LYONS2393 BELLEVUE AVENUEDAYTONA BEACH, FL 32114ZONING: I-1

PARCEL ID#: 39-15-32-00-00-0670OWNER: NJM ENTERPRISES INC12608 CR 545WINTER GARDEN, FL 34787ZONING: IPUD

PARCEL ID#: 26-15-32-00-00-0150OWNER: SOUTHEASTERN HAY & NURSERY INC1801 W INTERNATIONAL SPEEDWAY BOULEVARDDAYTONA BEACH, FL 32114-1243ZONING: M3

PARCEL ID#: 39-15-32-53-01-0010OWNER: VOLUSIA COUNTY123 W INDIANA AVENUEDELAND, FL 32720-4253ZONING: AP

50 LF 6" DOUBLE YELLOW(THERMOPLASTIC)

R5'

R5'

R5'

R25'R35'

R35'

60.0'

60.0'

44.7'

PARKING REQUIREMENTS

23,740 SF TOTAL, ASSUME 85% WAREHOUSE & 15% OFFICE SPACE

STANDARD PARKINGHANDICAP PARKINGTOTAL PARKING PROVIDED

244

28

PARKING PROVIDED

3.

4.

1 SPACE PER 1,000 SF WAREHOUSE & 2 SPACES PER 1,000 SF OFFICE

85% x 23,470 SF = 19,950 SF 15% x 23,470 SF = 3,520 SF19,950 SF x (1 SPACE / 1,000 SF) = 20 SPACES3,520 SF x (2 SPACES / 1,000 SF) = 8 SPACES 20 + 8 = 28 SPACES

SITE DEVELOPMENT USAGE 1. SETBACK: BUILDING LANDSCAPE

FRONT (BELLEVUE AVENUE)REAR (SOUTH)

30 FEET20 FEET

20 FEET

SIDE (EAST) 10 FEETSIDE (WEST) 10 FEET

5 FEET5 FEET5 FEET

CONCRETE WALKSSTORMWATER PONDS (WET)

2. PROPOSED SITE COVERAGE: SQ. FT ACRE %BUILDINGSPAVEMENT

PERVIOUS SURFACETOTAL SITETOTAL IMPERVIOUS AREATOTAL OPEN AREA

23,740 0.545 20.9

9,223 0.212 8.01,315 0.030 1.2

40,042 0.919 35.3

39,267 0.902 34.6113,587 2.608 100.00

74,320 1.706 65.438,067 0.874 33.5

R1-1 (30")

28'

R74'

R35'

R55'

PHASE 1PHASE 2

PHASE 3

WET DETENTIONPOND

PHASE 5

100.0'

44.7'

1200 SFOFFICE

4,800 SFWAREHOUSE

4,800 SFWAREHOUSE

4,470 SFOFFICE /

WAREHOUSE

DOUBLE DUMPSTERENCLOSURE (20'x10')

19'30'

9'

12' 5'

MONUMENT SIGN

12' 5'

39.4'

20.5'35'

35'

63.7'

60'

30'

123.6'

19'

BASE FLOOD ELEVATIONTHE BASE FLOOD ELEVATION WAS DETERMINED BY OVERLAYING THE FEMA FIRM MAPPANEL No. 12127C0366H DATED FEBRUARY 19, 2004 WITH THE VOLUSIA COUNTY LIDARMAP AND UTILIZING CONTOUR INTERPOLATION TO IDENTIFY THE 100-YEAR BASE FLOODELEVATION. THE 100-YEAR BASE FLOOD ELEVATION FOR THIS SITE IS EL 27.0 NAVD.

9'

19'

10' 10'

10'

10'

41.5'

96.7'

5'

PHASE 4

EXISTING DITCH

EXISTING DITCH

80.0'

ZONE "X""A" EL 27.0

ZONE "X""A" EL 27.0

340.4'

60'

PERVIOUS CONCRETEPAVEMENT TO PROTECT60" HISTORIC OAK TREETO REMAIN

MAX BUILDING HEIGHT 30 FEET

4,470 SFOFFICE /

WAREHOUSE

4,000 SFOFFICE /

WAREHOUSE

OUTSIDE STORAGEAND STAGING AREA

R5-1 (36")

R5'

5'12

'

R15'

R2'

R45'

R10'R5'

S00°00'00"W 627.00'

N66°05'14"E 202.63'

N00°00'00"E 595.94'

S73°35'43"W 193.10'

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

XX

XX

XX

XX

XX

XX

X

SEPTIC/DRAINFIELD AREA

SEPTIC/DRAINFIELD AREA

SEPTIC/DRAINFIELD AREA

DATE:

DESIGN BY:

DRAWING NUMBER

DATE

REVISIONS

DESCRIPTION

PROJECT No:

DRAWN BY:

CHECKED BY:

SCALE:

Civil Engineering Transportation

Construction Engineering &Inspection

1370 North US1, Suite 204Ormond Beach, Florida 32174

Phone (386) 290-7599Harry@Newkirk-Engineering.com

Certificate of AuthorizationNo. 30209

C 2013

2016-254

JANUARY 13, 2017

HHN

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STATE OF

PR

OF E S S I O N A L E N G

I NE

ER

HA R R Y N E W K I R

KL I C E N S E

F L O R I D A

THIS DRAWING IS THE PROPERTY OF NEWKIRK

ENGINEERING ANY USE OR REPRODUCTION IN

WHOLE OR PART IS PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF NEWKIRK

ENGINEERING COPYRIGHT 2014 ALL RIGHTS

RESERVED

HARRY H. NEWKIRK, P.E. # 62971

TR

EE

P

RE

SE

RV

AT

IO

N P

LA

N

1" = 30'

6030010GRAPHIC SCALE

30

1"=30'

20

PARCEL ID#: 39-15-32-00-00-0651OWNER: STUART LYONS2393 BELLEVUE AVENUEDAYTONA BEACH, FL 32114ZONING: I-1

TREE PROTECTION(SEE DETAIL THIS SHEET(TYPICAL 13 PLACES)

REMOVE 28 TREES(TYPICAL)

TREE PROTECTION BARRIER

INCORRECT CORRECT

BARRIER TO BE INSTALLED AT DRIP LINE OF TREE BRANCHES. USE HIGHLY VISIBLE "HAZARD" FENCE IN VIBRANT COLOR (YELLOW OR ORANGE).

NOTES:1. TREE PROTECTION BARRIERS MUST BE PLACED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LANDALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR. TREES TO REMAIN SHALL BE INDICATED ON THE PLANS.2. TREE PROTECTION BARRIER MUST REMAIN IN PLACE UNTIL GRADING AND CONSTRUCTION ACTIVITY IS COMPLETE ORUNTIL COMMENCEMENT OF FINISH GRADING AND SODDING.3. BARRIERS SHALL BE PLACED AROUND TREES AT THE DRIPLINE EXCEPT WHERE LAND ALTERATION OR CONSTRUCTIONACTIVITIES ARE APPROVED WITHIN THE DRIPLINE.4. THE DRIPLINE OF A TREE IS THE IMAGINARY VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPSOF THE TREE'S BRANCHES TO THE GROUND.5. AREAS SURROUNDED BY THE TREE PROTECTION BARRIERS SHALL BE PROTECTED FROM VEGETATION REMOVAL,PLACEMENT OF SOIL, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND.6. ALL TREE ROOTS WITHIN AREA TO BE GRADED AND ORIGINATING FROM A PROTECTED TREE SHALL BE SEVEREDCLEANLY AT THE LIMITS OF THE PROTECTED AREA.7. ALL TREE PRUNING AND TRIMMING ON ANY TREE TO BE RETAINED SHALL BE PERFORMED BY AN ARBORIST CERTIFIEDBY THE AMERICAN SOCIETY OF ARBORICULTURE (ASA).8. 2'x2' TREE PROTECTION SIGNS SPACED A MINIMUM OF ON SIGN EVERY 300' SHALL CONTAIN THE WORDING "TREEPROTECTION ZONE - KEEP OUT".

PROTECTIVE FENCINGORANGE POLYETHYLENELAMINAR GRID FENCE.LOCATE AT BEYOND DRIPLINE OF TREE.

EXISTING TREE

2" X 2" PICKETSDRIVEN INTOGROUND

4' MI

N.

(NOT TO SCALE)

SPECIMEN TREE LEGEND :OVERALL TREE LEGEND :EXISTING REMOVED

CEDAR TREE 1

IRONWOOD TREE 10

MAGNOLIA TREE 1 0

OAK TREE 27 17

10

0

41 28

MAPLE TREE 2 1

EXISTING REMOVED

TOTAL

IRONWOOD TREE

1

N/A

CEDAR TREE 0

N/A

412

0

11

MAPLE TREE

OAK TREE

0

4

REMAIN1

N/A

8

0

7

MAGNOLIA TREE 0 0 0

TREE PRESERVATION REQUIRED = 15% OF LOT AREA113,587 SF / 0.15 = 17,038 SF AREA REQUIRED

AREA PROVIDED = 23,880 (21.0%)

TREE PRESERVATION AREA

HISTORIC TREE LEGEND :EXISTING REMOVED

OAK TREE 4 0

REMAIN

4

MINIMUM TREE REQUIREMENT:1 TREE PER 2,500 SF REQUIRED = 113,587 SF / 2,500 SF = 46 TREES REQUIRED

TREES PROVIDED = 46 (13 EXISTING AND 33 PROPOSED MINIMUM)

MINIMUM SPECIMEN TREE REQUIREMENT:12 SPECIMEN TREES IN 2.61 ACRES = 4.60 TREES PER ACRE

65% OF SPECIMEN TREES TO BE PRESERVED FOR SITES WITH BETWEEN 3.0 AND 5.0 TREES PER ACRE

8 TREES REMAINING / 12 TREES EXISTING x 100 = 66.7%

60'

PERVIOUS CONCRETEPAVEMENT TO PROTECT60" HISTORIC OAK TREETO REMAIN