dwg.no. description mendes and rolim ipud€¦ · certificate of authorization no. 30209 c 2013....
TRANSCRIPT
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) [email protected]
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: [email protected]
SURVEYOR:
ENGINEER:
RICHARD L. POORE, LA300 GATEWOOD COURTORMOND BEACH, FL 32174PHONE: (386) 212-8491EMAIL: [email protected]
LANDSCAPEARCHITECT:
CONTACT NUMBERS
S.A.T. DEVELOPMENT, LLC1368 US HIGHWAY 1, SUITE 401ORMOND BEACH, FL 32174PHONE: (386) 566-7258EMAIL: [email protected]
DEVELOPER:
SITELOCATION
EAST COAST LAND SURVEYING1366 NORTH US 1, SUITE 602ORMOND BEACH, FL 32174PHONE: (386) 672-3633EMAIL: [email protected]
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
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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) [email protected]
Certificate of AuthorizationNo. 30209
C 2013
2016-254
JANUARY 13, 2017
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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) [email protected]
Certificate of AuthorizationNo. 30209
C 2013
2016-254
JANUARY 13, 2017
HHN
DAB
HHN
ME
ND
ES
A
ND
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23
57
B
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VU
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21
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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