PROJECT NO. FEG OVERALL DEVELOPMENT PLAN · 2018-07-07 · project no. scale date sheet no. date...

1" = 100'

2317-037_OverallPlan.dwg

OVERALL DEVELOPMENT PLAN

C-5A8

5127 S. Orange Avenue, Suite 200Orlando, FL 32809Phone: 407-895-0324Fax: 407-895-0325

www.feg-inc.usDESIGNED BY DRAWN BY CHECKED BY APPROVED BY

PROJECT NO.

SCALE

DATE

SHEET NO.

SHEET OFDATE REVISIONS BY CHECKED

CONSTRUCTION PLANSSOUTHCHASE PD, SOUTHMEADOWS PD, TRACT 37

17-037

FEBRUARY 12, 2018

FLORIDAENGINEERINGGROUP

Engineering the Future

FEGSJS NT SJS SJS

THIS ITEM HAS BEENELECTRONICALLY SIGNED ANDSEALED BY (ENGINEER), P.E. ON(DATE) USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THISDOCUMENT ARE NOT CONSIDEREDSIGNED AND SEALED AND THESIGANTURE MUST BE VERIFIED ONANY ELECTRONIC COPIES.SAM J. SEBAALI, P.E.

LICENSE NO. 42075

FLORIDA ENGINEERING GROUP, INC.CERTIFICATE No. EB-0006595

WHIRLPOOL ORLANDO REGIONAL DISTRIBUTION CENTER EXPANSIONORANGE COUNTY, FLORIDA

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SS

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89.75

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89.76

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89.41

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90.09

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89.55

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89.71

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90.35

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90.83

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90.12

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90.40

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89.76

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90.26

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89.46

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89.37

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89.60

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89.59

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92.47

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91.47

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90.59

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90.03

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91.56

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90.80

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89.33

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88.92

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90.45

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89.69

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91.11

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92.07

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91.19

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91.76

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91.35

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90.72

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91.06

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91.49

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90.83

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90.70

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91.10

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90.71

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90.24

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90.72

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90.42

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89.52

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89.58

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89.84

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89.61

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89.66

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89.81

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91.93

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92.38

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90.79

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91.39

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91.85

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90.37

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90.84

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91.28

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90.40

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90.85

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90.17

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90.51

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90.97

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90.06

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90.73

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91.18

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90.32

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90.96

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91.45

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90.42

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90.24

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90.25

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90.52

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90.12

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90.05

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90.48

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89.86

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89.83

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90.32

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89.84

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90.19

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90.52

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90.32

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90.22

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90.74

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90.69

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91.18

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91.45

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90.97

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90.45

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88.57

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88.98

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89.84

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90.16

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90.01

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90.03

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89.72

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90.14

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89.77

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89.60

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90.06

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90.02

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90.23

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91.12

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90.47

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91.93

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91.29

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91.91

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90.25

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92.33

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91.42

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92.21

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89.87

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92.37

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91.12

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92.33

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89.98

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92.31

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90.84

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91.59

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90.29

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92.00

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91.47

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92.23

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90.54

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91.77

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90.83

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90.02

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92.55

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90.26

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92.73

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92.26

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92.01

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92.74

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92.20

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92.41

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91.88

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92.10

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91.74

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91.22

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91.24

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90.27

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90.51

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92.25

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90.11

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92.28

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90.81

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90.87

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90.21

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89.56

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89.50

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89.09

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89.44

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89.03

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88.78

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89.22

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89.66

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90.14

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89.24

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90.08

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88.61

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89.53

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89.22

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89.76

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90.26

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89.98

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90.12

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89.66

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90.17

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90.46

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90.59

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90.27

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90.85

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90.86

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90.60

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90.70

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90.66

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90.47

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90.42

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89.95

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89.62

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90.33

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90.48

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89.51

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88.68

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88.56

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89.41

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89.75

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89.75

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90.20

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gas line

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marker

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sanitary sewer

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lift station

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530.1'

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N 38°55'11" E

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477.72'

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N 38°55'11" E

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443.00'

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S 51°04'49" E

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1041.71'

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S 38°55'11" W

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45.22'

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584.74'

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R = 100.00' D = 39°50'07" L = 69.53' CB = N 70°59'52" W

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N 51°04'49" W

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528.64'

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retention pond water elev. = 84.5'

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Northerly line of lands described in O.R. 8975, Pg. 3185

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Northerly line of lands described in O.R. 8975, Pg. 3185

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County Road No. 527 (South Orange Avenue)

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per O.R. 6061, Page 4745

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Portion of Lot 1

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Vacant Land

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Remainder of Lot 1 CORNERSTONE LOGISTICS CENTRE P.B. 67, Pg 49

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5' concrete sidewalk

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easterly edge

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of pavement

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of pavement

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easterly edge

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northerly edge

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of pavement

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2' curb and gutter

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2' curb and gutter

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of pavement

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northerly edge

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northerly edge

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of pavement

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2' curb and gutter

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asphalt driveway

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asphalt driveway

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asphalt road

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6' high chain link fence corner

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is 0.5' north of property line

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Point of Beginning

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Recovered 5/8" iron rod and cap stamped 'LB 1221'

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one story building floor elev. = 92.7'

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West line of Lot 1 and Easterly R/W line of C.R. 527 (Orange Ave.)

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West line of Lot 1 and Easterly R/W line of C.R. 527 (Orange Ave.)

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Southwest corner of lands described in O.R. 8291, Page 2932 Recovered 5/8" iron rod and cap stamped 'LB 3556'

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Southeast corner of lands described in O.R. 8291, Page 2932

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Southerly line of lands described in O.R. 8291, Page 2932

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Twin 14"x24" oval RCP-MES

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invert elev. = 90.00'

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Top of 5/8" iron rod with cap stamped 'TRAV PT - PSM 5205' Elevation = 91.56'

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Site Benchmark # 1

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Site Benchmark # 2

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Top of 5/8" iron rod with cap stamped 'TRAV PT - PSM 5205' Elevation = 90.59'

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GV

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Public Right of Way - Width Varies

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P.C.

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P.T.

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R/W

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R/W

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6.00' Landscape Easement per O.R. 9737, Pg. 566 and 6.00' Distribution Easement per O.R. 9596, Pg. 997

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6.00' Distribution Easement per O.R. 9596, Pg. 997

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End of 6.00' Landscape Easement per O.R. 9737, Pg. 566

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curb inlet

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curb inlet

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curb inlet

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storm manhole

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top elev. = 89.05'

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top elev. = 88.57'

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storm inlet

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bollards

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storm inlet

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top elev. = 88.59'

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bollards

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15.00' Water Line Easement per O.R. 9783, Pg. 1441

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Landscape Easement per O.R. 9737, Pg. 566

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15.00' x 20.00' Meter Easement per O.R. 8975, Pg. 3221 and 20.00' x 20.00' Utility Easement per O.R. 9746, Pg. 5704 & 5710

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Lift Station Easement per O.R. 8975, Pg. 3175

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one story building floor elev. = 92.7'

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87.18

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85.40

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83.89

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87.05

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85.32

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85.09

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87.08

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84.83

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85.35

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87.30

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84.57

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85.03

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sanitary manhole top elev. = 89.06' SE invert = 79.51' NE invert = 78.83'

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Drainage Outfall Structure Top elev. = 89.30' 15" wide slot weir elev. = 86.55' orifice elev. = 84.82' (10" PVC) N. invert elev. = 82.75' (36" CPP) water elev. in structure = 84.45' bottom of structure = 82.20'

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24" RCP-MES

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24" RCP-MES

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water elev. = 84.1' April 11, 2017

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edge of water

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edge of water

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drainage retention pond

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per O.R. 6061, Page 4745

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N 38°55'11" E

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132.66'

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S 51°04'49" E

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10.00'

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N 38°55'11" E

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362.09'

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R = 1336.23' D = 30°16'12" L = 705.95' CB = N 23°47'05" E C = 697.76'

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N 08°38'59" E

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202.06'

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N 89°49'35" E

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269.97'

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S 00°07'30" W

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487.50'

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S 51°14'19" E

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224.03'

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S 00°10'25" E

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568.53'

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S 38°55'11" W

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693.08'

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S 51°14'19" E

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218.24'

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S 00°07'30" E

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1959.12'

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Point of Commencement

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Northeast corner of Section 26, Township 24 South, Range 29 East, Orange County, Florida

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East line of the Northeast 1/4 of Section 26

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Point of Beginning

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West line of Utility Easement

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per O.R. 2880, Pg. 1167

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West line of Lot 1 and Easterly R/W line of C.R. 527 (Orange Ave.) per O.R. 6061, Pg. 4745

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P.C.

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P.T.

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North line Electrical Transmission

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Easement per O.R. 1838, Pg. 953

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in O.R. 4888, Pg. 3087

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and South line of the lands described

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West line of the lands described

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in O.R. 2887, Pg. 1254

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described in O.R. 3869, Pg. 4366

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and West line of the lands

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Southwest corner of the lands

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described in O.R. 3869, Pg. 4366

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135.0' Electrical Transmission Easement per O.R. 1838, Pg. 953

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15' X 30' Utility Easement

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60.0' No Build Zone per O.R. 8424, Pg. 4620

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Utility Easement per O.R. 4888, Pg. 3061

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Distribution Easement per O.R. 8476, Pg. 209

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Access and Utility Easement per O.R. 8213, Pg. 1373

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Access Road Easement per O.R. 8376, Pg. 4776

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Improvements within R/W not shown

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per O.R. 6061, Page 4745

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940.1'

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530.1'

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940.1'

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940.1'

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940.1'

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West line of Lot 1 and Easterly R/W line of C.R. 527 (Orange Ave.) per O.R. 6061, Pg. 4745

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concrete ramp

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GEN

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OHHT Tower

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railroad tracks

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concrete sidewalk

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concrete sidewalk

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concrete sidewalk

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concrete

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concrete pavement

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loading docks

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loading docks

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loading docks

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loading docks

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loading docks

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loading docks

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loading docks

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concrete pavement

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concrete pavement

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concrete pavement

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concrete pavement

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concrete pavement

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concrete

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drainage inlet

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(typical)

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stairs w/bollards

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stairs w/bollards

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stairs w/bollards

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stairs w/bollards

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stairs w/bollards

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stairs w/bollards

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8" curb

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8" curb

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8" curb

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8" curb

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8" curb

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8" curb

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8" curb

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8" curb

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8" curb

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2' curb

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2' curb

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pavement

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concrete

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pavement

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asphalt

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sign

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concrete

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pavement

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asphalt

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pavement

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pavement

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asphalt

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pavement

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concrete

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house

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guard

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fire pump

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house

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8" curb

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8" curb

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edge of water

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edge of water

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railroad tracks

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x

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6' high chain

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link fence along

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property line

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0.7' west of line

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link fence is

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6' high chain

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6' high chain

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link fence is

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2.3' south of line

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Recovered 1/2" iron rod

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and cap stamped LB6393

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stamped LB6393

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Recovered nail and disk

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6' high chain link

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fence is on corner

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8' high chain link fence

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gate

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gate

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20' Drainage Easement per O.R. 8975, Pg. 3199

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20' Drainage Easement per O.R. 8975, Pg. 3163

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Sidetrack and R/W Easement per O.R. 9324, Pg. 3892

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Not Platted

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Not Platted

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Not Platted

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North line of Lot 1

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flag pole

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Developed Land

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Portion of Lot 1

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Developed Land

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Portion of Lot 1

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Portion of Lot 1

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Developed Land

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Developed Land

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Portion of Lot 1

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covered concrete

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covered steps

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grass island

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grass

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grass

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grass

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grass

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grass

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grass

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grass

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grass

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is 1.5' east of property line

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6' high chain link fence corner

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N 08°38'59" E

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215.04'

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N 89°49'35" E

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55.86'

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S 08°26'39" E

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146.62'

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R = 749.20' D = 5°10'54" L = 67.76'

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North line of Lot 1

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and North line of Lot 1

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grass island

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grass island

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grass island

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grass island

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landscaped island

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pavement

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asphalt

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Access and Utility Easement per O.R. 8213, Pg. 1373

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per P.B. 67, Pg. 49

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per P.B. 67, Pg. 49

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grass

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grass

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Improvements within R/W not shown

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per P.B. 67, Pg. 49

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w

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w

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w

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12" wm (private)

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10" fire line

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10" fire line

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12" wm

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12" wm

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S 89°05'04" W

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10" fire line

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10" fire line

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10" fire line

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10" fire line

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10" fire line

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2" pvc water service

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10" fire line

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10" fire line

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10" fire line

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12" wm (private)

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12" wm (private)

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SD

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SD

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SS

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SD

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SD

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WV

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WV

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WV

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20

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21

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85

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10

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7

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7

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7

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6

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6

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6

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7

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7

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6

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6

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5

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6

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9

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10

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8

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5

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7

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7

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50

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48

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47

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30

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0

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GRAPHIC SCALE

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1"=100'

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100'

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50'

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100'

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200'

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%%USITE AREA CALCULATIONS (OVERALL)

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%%uSITE DATA

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TOTAL DP AREA:

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ZONNING:

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PLANNED DEVELOPMENT - INDUSTRIAL (PD/I)

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PROPOSED USE:

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PERMITTED USES AS DEFINED BY THE I-2 ZONING DISTRICT, AND EXCLUDING THE SPECIFIC FOLLOWING USES AS DEFINED BY THE APPROVED SOUTHCHASE DRI, SOUTHMEADOW TRACT LAND USE PLAN: - BATTERY MANUFACTURING AND STORAGE BATTERY MANUFACTURING AND STORAGE - BULK STORAGE OF PETROLEUM BULK STORAGE OF PETROLEUM - CHEMICAL PRODUCT MANUFACTURING AND PROCESSING CHEMICAL PRODUCT MANUFACTURING AND PROCESSING - FOOD PROCESSING AND PACKAGING FOOD PROCESSING AND PACKAGING - PAINT AND VARNISH MANUFACTURING PAINT AND VARNISH MANUFACTURING - PHOTOGRAPHIC EQUIPMENT AND SUPPLIES PROCESSING PHOTOGRAPHIC EQUIPMENT AND SUPPLIES PROCESSING - SHOE AND LEATHER MANUFACTURING SHOE AND LEATHER MANUFACTURING - TESTING OF MATERIALS AND EQUIPMENT TESTING OF MATERIALS AND EQUIPMENT - TEXTILE MANUFACTURING TEXTILE MANUFACTURING - TIRE MANUFACTURING TIRE MANUFACTURING - USES PROHIBITED IN THE I-1 RESTRICTED INDUSTRIAL USES PROHIBITED IN THE I-1 RESTRICTED INDUSTRIAL DISTRICT

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SITE AND BUILDING REQUIREMENTS:

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PER ARTICLE XIV AND ARTICLE XXI OF THE ORANGE COUNTY CODE.

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BUILDING AREA:

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EXISTING WHIRLPOOL BUILDING

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HIGH CUBE WAREHOUSING

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PROPOSED WHIRLPOOL BUILDING EXPANSION

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TOTAL

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40' FROM R.O.W.

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15'

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10'

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15'

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MAXIMUM ALLOWABLE BUILDING HEIGHT

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FLOOR AREA RATIO (PARCEL I.D 25-24-29-1683-01-000 & PARCEL I.D. 25-24-29-1683-01-001):

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BUILDING SETBACKS (REQUIRED)

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50'

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REAR

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ORANGE AVENUE (ARTERIAL)

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SIDE

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SIDE

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BUILDING SETBACKS (PROPOSED)

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BUILDING HEIGHT PROPOSED

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<50'

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23'

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96'

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21'

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131'

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REAR

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SIDE

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SIDE

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10'*

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INTERIOR LOT LINES

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25'

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PD PERIMETER

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ORANGE AVENUE (ARTERIAL)

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60' FROM R.O.W.

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SR 417 (EXPRESSWAY)

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0.45

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MINIMUM OPEN SPACE (WHIRLPOOL RDC SITE AREA & EXPANSION AREA)

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REQUIRED:

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15%%%

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7.55 AC.

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PROVIDED:

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62.7%%%

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7.56 AC.

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TYPE 'A" AREAS

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37.3%%%

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4.50 AC.

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TYPE 'B" AREAS

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100.0%%%

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12.06 AC.

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TOTAL

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MAXIMUM IMPERVIOUS SURFACE AREA (WHIRLPOOL RDC SITE AREA & EXPANSION AREA)

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ALLOWABLE:

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70%%%

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31.27

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PROVIDED:

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PERVIOUS AREA

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IMPERVIOUS AREA

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TOTAL SITE AREA

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100.00

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46.80

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53.20

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23.56

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26.78

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50.34

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AC.

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AC.

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AC.

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%

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%

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%

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EXISTING PAVEMENT & SIDEWALK

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EXISTING CONDITIONS

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EXISTING BUILDING

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PARCEL I.D. 25-24-29-1683-01-004 0.43 AC.

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PARCEL I.D. 25-24-29-1683-01-002 8.45 AC. (PARCEL 5)

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PARCEL I.D. 25-24-29-1683-01-005 4.75 AC. (PARCEL 7)

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PARCEL I.D. 25-24-29-1683-01-001 8.42 AC.

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PARCEL I.D. 25-24-29-1683-01-000 28.29 AC.

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WHIRLPOOL PRIOR DP BOUNDARY

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PARCEL I.D. 25-24-29-1683-01-000

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28.29 AC.

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PARCEL I.D. 25-24-29-1683-01-001

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8.42 AC.

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PARCEL I.D. 25-24-29-1683-01-002

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8.45 AC.

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PARCEL I.D. 25-24-29-1683-01-004

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0.43 AC.

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PARCEL I.D. 25-24-29-1683-01-005

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4.75 AC.

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TOTAL

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50.34 AC.

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WHIRLPOOL PRIOR DP SITE AREA:

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PARCEL I.D. 25-24-29-1683-01-000

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28.29 AC.

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PARCEL I.D. 25-24-29-1683-01-002

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8.45 AC.

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PARCEL I.D. 25-24-29-1683-01-004

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0.43 AC.

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TOTAL

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37.17 AC.

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WHIRLPOOL PROPOSED EXPANSION SITE AREA:

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TOTAL

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13.17 AC.

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PARCEL I.D. 25-24-29-1683-01-005

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4.75 AC.

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PARCEL I.D. 25-24-29-1683-01-001

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8.42 AC.

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(EXISTING)

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AC.

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11.48

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AC.

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12.08

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PERVIOUS AREA

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IMPERVIOUS AREA

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TOTAL SITE AREA

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100.00

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61.38

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38.62

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30.90

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19.44

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50.34

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AC.

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AC.

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AC.

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%

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%

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%

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PAVEMENT

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PROPOSED EXPANSION

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EXISTING BUILDING

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AC.

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11.48

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AC.

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13.69

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PROPOSED EXPANSION BUILDING

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5.73

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AC.

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OVERALL PROPOSED EXPANSION

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69.2%%%

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30.90 AC.

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WHIRLPOOL PROPOSED EXPANSION AREA BOUNDARY

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WHIRLPOOL PROPOSED EXPANSION AREA BOUNDARY

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ALLOWABLE BUILDING AREA PER SOUTHCHASE DRI, SOUTHMEADOW TRACT LAND USE PLAN FOR TRACT 37:

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750,000

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S.F.

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GENERAL WAREHOUSING

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537,000

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S.F.

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EXISTING MARTIN BROWER BAKERY BUILDING

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500,000

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S.F.

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249,756

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S.F.

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749,756

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S.F.

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S.F.

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GENERAL WAREHOUSING

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237,766

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REMAINING BUILDING ENTITLEMENT PER L.U.P.

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GENERAL WAREHOUSING

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299,478

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S.F.

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(PROPOSED)

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(EXISTING)

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(EXISTING)

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>25'

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PD PERIMETER

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>60'

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SR 417 (EXPRESSWAY)

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*A LOT COMBINATION WILL BE PROCESSED TO COMBINE PARCEL I.D 25-24-29-1683-01-000 & PARCEL I.D. 25-24-29-1683-01-001

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ALLOWABLE FLOOR AREA RATIO

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0.50

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EFFECTIVE IMPERVIOUS AREA: 3.76 AC. OF PARCEL 5 AND 1.91 AC. OF PARCEL 7 HAVE BEEN ASSIGNED FOR USE BY THE MARTIN BROWER BAKERY DP PARCEL I.D. 25-24-29-1683-01-008 AND THE REMAINING UNDEVELOPED PARCEL TO THE SOUTH PARCEL I.D. 25-24-29-1683-01-009, RESPECTIVELY. THEREFORE, THE NET AREA AVAILABLE FORE USE BY WHIRLPOOL FOR PURPOSE OF CALCULATING IMPERVIOUS COVER IS (50.34-1.91-3.76)=44.67 AC. AS SUCH, THE EFFECTIVE IMPERVIOUS COVER FOR WHIRLPOOL IS (30.90/44.67) = 69.2%, WHICH IS LESS THAN 70%.

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%%UDRAINAGE ACCESS NOTE:

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ACCESS TO THE EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS TO THE EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS TO THE EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS THE EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS THE EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS EXISTING DRAINAGE RETENTION POND IS GRANTED TO THIS DRAINAGE RETENTION POND IS GRANTED TO THIS DRAINAGE RETENTION POND IS GRANTED TO THIS RETENTION POND IS GRANTED TO THIS RETENTION POND IS GRANTED TO THIS POND IS GRANTED TO THIS POND IS GRANTED TO THIS IS GRANTED TO THIS IS GRANTED TO THIS GRANTED TO THIS GRANTED TO THIS TO THIS TO THIS THIS THIS PROPERTY BY THE DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND BY THE DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND BY THE DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND THE DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND THE DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND DRAINAGE EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND EASEMENT RECORDED IN O.R.B. 8975 PG. 3199 AND RECORDED IN O.R.B. 8975 PG. 3199 AND RECORDED IN O.R.B. 8975 PG. 3199 AND IN O.R.B. 8975 PG. 3199 AND IN O.R.B. 8975 PG. 3199 AND O.R.B. 8975 PG. 3199 AND O.R.B. 8975 PG. 3199 AND 8975 PG. 3199 AND 8975 PG. 3199 AND PG. 3199 AND PG. 3199 AND 3199 AND 3199 AND AND AND THE RECORDED DECLARATION OF CCRS IN O.R.B. 8291 PG. 2906.

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24%%%

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12.06 AC.*

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OPEN SPACE TYPE BREAKDOWN:

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<75%%%

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*THE OPEN SPACE INCLUDES 0.99 ACRE AVAILABLE TO THIS PROPERTY FROM PARCEL 5

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%%USOILS

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44 - SMYRNA, WET FINE SAND - HSG - A/D).

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THE PROJECT SHALL COMPLY WITH THE COMMERCIAL DESIGN STANDARDS SET FORTH IN ARTICLE XIII OF

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%%uCOMMERCIAL DESIGN STANDARDS NOTE

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LIGHTING SHALL COMPLY WITH ARTICLE XVI OF CHAPTER 9 OF THE ORANGE COUNTY LAND DEVELOPMENT CODE.

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CHAPTER 9 OF THE ORANGE COUNTY LAND DEVELOPMENT CODE.

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%%uLIGHTING NOTE

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%%USIGNAGE NOTE

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%%UDEVELOPMENT PHASING

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BILLBOARDS & POLE SIGNS ARE PROHIBITED. GROUND SIGNS & FASCIA SIGNS SHALL COMPLY WITH CHAPTER 31.5 OF THE ORANGE COUNTY LAND DEVELOPMENT CODE.

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%%UDEVELOPMENT NOTE

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IN ACCORDANCE WITH SECTION 38-1227, ANY VARIATIONS FROM COUNTY CODE MINIMUM STANDARDS REPRESENTED ON THIS PLAN THAT HAVE NOT BEEN EXPRESSLY APPROVED BY THE BCC ARE INVALID.

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THE PROPOSED ADDITION TO THE EXISTING DEVELOPMENT WILL BE CONSTRUCTED IN A SINGLE PHASE.

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STANDARD PARKING SPACES

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HANDICAP PARKING

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TOTAL EXISTING PARKING PROVIDED

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PROVIDED PARKING (EXISTING BUILDING)

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SPACES

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SPACES

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SPACES

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6

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146

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152

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%%uPARKING

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PARKING REQUIRED PER THE WAIVER GRANTED AS PART OF SOUTHCHASE PD/SOUTHMEADOW-TRACT 37/LOT1/WHIRLPOOL ORLANDO REGIONAL DISTRIBUTION DP - 5030783:

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1 SPACE/EMPLOYEE X 120 EMPLOYEES + 30 SPACES = 150 SPACES

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STANDARD PARKING SPACES

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TOTAL PROPOSED PARKING PROVIDED

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PROVIDED PARKING (PROPOSED BUILDING)

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SPACES

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SPACES

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85

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85

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TOTAL PROVIDED PARKING

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SPACES

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433

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REQUIRED PARKING (EXISTING BUILDING): 1 SPACE PER EMPLOYEE + 30 SPACES FOR OVERFLOW PARKING NEEDS

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1 SPACE X 249,756 S.F./ 1,000 S.F. = 250 SPACES + 1 SPACE X 32 BAYS = 282 SPACES

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REQUIRED PARKING (PROPOSED BUILDING): 1 SPACE PER 1,000 S.F. + 1 SPACE PER BAY

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TRUCK PARKING SPACES

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SPACES

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196

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TOTAL PARKING REQUIRED

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SPACES

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432

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BICYCLE PARKING PROVIDED

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SPACES

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8

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EXISTING FIRE HYDRANT

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EXISTING VALVE

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EXISTING DDCVA

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EXISTING 12" WATER MAIN

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EXISTING 1-1/2" WATER MAIN & RPBPRPBP

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EXISTING DDCVA

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%%USTORMWATER SYSTEM

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THE DRAINAGE FOR THIS SITE DISCHARGES TO AN EXISTING MASTER DRAINAGE SYSTEM, WHICH IS DESIGNED FOR DEVELOPMENT OF THIS EXPANSION. THE EXISTING MASTER DRAINAGE SYSTEM IS COVERED BY SFWMD PERMIT No. 48-00356-S-47, APPLICATION No. 060503-11 MINOR ADJUSTMENTS TO THE OUTFALL STRUCTURE WILL BE REQUIRED TO CONSIDERATE THIS EXPANSION.

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%%UPRIVATE ROAD ACCESS NOTE:

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THE SUBJECT PROPERTY IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, SUBJECT PROPERTY IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, SUBJECT PROPERTY IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, PROPERTY IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, PROPERTY IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, IS PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, PROVIDED ACCESS TO THE PRIVATE ACCESS ROAD, ACCESS TO THE PRIVATE ACCESS ROAD, ACCESS TO THE PRIVATE ACCESS ROAD, TO THE PRIVATE ACCESS ROAD, TO THE PRIVATE ACCESS ROAD, THE PRIVATE ACCESS ROAD, THE PRIVATE ACCESS ROAD, PRIVATE ACCESS ROAD, PRIVATE ACCESS ROAD, ACCESS ROAD, ACCESS ROAD, ROAD, ROAD, MARTIN BROWER ROAD, AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE BROWER ROAD, AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE BROWER ROAD, AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE ROAD, AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE ROAD, AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE AS A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE A PARCEL IN THE CORNERSTONE LOGISTICS CENTRE PARCEL IN THE CORNERSTONE LOGISTICS CENTRE PARCEL IN THE CORNERSTONE LOGISTICS CENTRE IN THE CORNERSTONE LOGISTICS CENTRE IN THE CORNERSTONE LOGISTICS CENTRE THE CORNERSTONE LOGISTICS CENTRE THE CORNERSTONE LOGISTICS CENTRE CORNERSTONE LOGISTICS CENTRE CORNERSTONE LOGISTICS CENTRE LOGISTICS CENTRE LOGISTICS CENTRE CENTRE CENTRE DCCRS RECORDED IN ORB 8291 PG 2906

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BICYCLE PARKING SHALL COMPLY WITH ORANGE COUNTY CODE SECTION 38-1485.

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PROPOSED 6FT.X12FT.X4"THICK CONCRETE PAD FOR MIN. 8 SPACE BICYCLE PARKING

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EXISTING FIRE PUMP HOUSE

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EXISTING 12"PRIVATE WATER MAIN

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EXISTING 10"FIRE LINE

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EXISTING 2"WATER LINE

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3

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C-11

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PROJECT NO. FEG OVERALL DEVELOPMENT PLAN · 2018-07-07 · project no. scale date sheet no. date...

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Transcript of PROJECT NO. FEG OVERALL DEVELOPMENT PLAN · 2018-07-07 · project no. scale date sheet no. date...