3
A.M.A. JOB NO. 1945C004 SHEET INDEX JANUARY 2018 LEGEND EXISTING PROPOSED ITEM PROPERTY OR RIGHT-OF-WAY LINE BENCH MARK ELEVATION SPOT SHOT CONTOUR IMPERVIOUS SURFACES 8 SCALE : 1" = 2500' VICINITY MAP Copyright ADC The Map People Permitted Use No. 12312014 GENERAL NOTES N/A N/A Cover Sheet Site Plan Float Details CERTIFICATION OF OWNERSHIP I, CINDY A. TODD, HEREBY CERTIFY THAT THE STATE OF DELAWARE IS THE OWNER OF THE PROPERTY WHICH IS SUBJECT OF THIS PLAN AND THAT THE LAND USE ACTION PROPOSED BY THIS PLAN IS MADE AT MY DIRECTION. CINDY A. TODD DATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL DIVISION OF PARKS AND RECREATION CERTIFICATION OF PLAN ACCURACY I, JASON P. LOAR, P.E., HEREBY CERTIFY THAT I AM A PROFESSIONAL ENGINEER WITH A BACKGROUND IN CIVIL ENGINEERING IN THE STATE OF DELAWARE, AND THAT THE PLAN SHOWN AND DESCRIBED HEREON, IS TRUE AND CORRECT TO THE ACCURACY REQUIRED BY ACCEPTED SURVEYING STANDARDS AND PRACTICES. JASON P. LOAR, P.E. #14959 DATE 4.00 1. MEAN TIDAL RANGE IS 1.9'. 2. HORIZONTAL DATUM NAD 83, DELAWARE STATE PLANE, U.S. FOOT. 3. VERTICAL DATUM IS MLLW, BASED ON AN OPUS SOLUTION PREPARED BY NGS AND CONVERTED TO MLLW BASED ON A VDATUM SOLUTION. 4. TOPOGRAPHIC WAS TAKEN ON JANUARY 26, 2017 BY DAVIS, BOWEN & FRIEDEL, INC. BATHYMETRIC DATA WAS PROVIDED BY DNREC AND TAKEN IN JANUARY 2015 & FEBRUARY 2015. 5. ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM), MAP #10005C0502K, PANEL 502 OF 660, MARCH 16, 2015. THE SITE IS LOCATED IN ZONE "AE" (100 YEAR FLOOD ELEVATION 6 & 8) NAVD 88 DATUM. THE PROPERTY IS WITHIN THE 100 YEAR FLOOD PLAIN. 6. THE CONTRACTOR SHALL CALL "MISS UTILITY" (1-800-282-8555) A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION, BORING, PILE DRIVING AND/OR DIGGING FOR THE LOCATION OF UNDERGROUND UTILITY LINES. 7. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK WHICH WOULD NATURALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLETE SUCH WORK. 8. THE CONTRACTOR SHALL PROVIDE ENERGY STAR APPLIANCES, EQUIPMENT, SYSTEMS, ETC. TO THE MAXIMUM EXTENT POSSIBLE ACCORDING TO DELAWARE CODE, TITLE 29, CHAPTER 69, SECTION 6939. A Division of: Andrews, Miller & Associates FRIEDEL, INC. DAVIS, BOWEN & ARCHITECTS ENGINEERS SURVEYORS EASTON, MARYLAND (410) 770-4744 SALISBURY, MARYLAND (410) 543-9091 MILFORD, DELAWARE (302) 424-1441 C-1 C-2 C-3 I, THE UNDERSIGNED, CERTIFY THAT: 1. THE PERPETUAL MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT FACILITIES, INCLUDING THE CONSTRUCTED WETLANDS AND PAVERS, SHALL BE THE RESPONSIBILITY OF THE OWNER. 2. ALL LAND CLEARING, GRADING, CONSTRUCTION AND/OR DEVELOPMENT WILL BE DONE PURSUANT TO THE APPROVED PLAN, AND THAT ALL RESPONSIBLE PERSONNEL INVOLVED IN THE LAND DISTURBING ACTIVITIES WILL HAVE A SEDIMENT AND STORMWATER MANAGEMENT CERTIFICATION FROM THE DELAWARE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL, AND 3. AUTHORIZE THE RIGHT OF ENTRY FOR ON-SITE INSPECTIONS BY STATE OF DELAWARE, DEPARTMENT OF NATURAL RESOURCE AND ENVIRONMENTAL CONTROL COMPLIANCE PERSONNEL AND/OR AUTHORIZED AGENTS. CINDY A. TODD DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL DIVISION OF PARKS AND RECREATION 89 KINGS HIGHWAY DOVER, DELAWARE 19901 DATE DELAWARE REG. NO. DESIGNER CERTIFICATION DATE SIGNATURE I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK AND THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS. 14959 JASON P. LOAR OWNER'S CERTIFICATION ABBREVIATIONS BOLLARD RIPRAP TRAVERSE POINT N/A 100% CD SUBMITTAL INDIAN RIVER MARINA DOCK EXPANSION AT DELAWARE SEASHORE PARK FOR Department of Natural Resources and Environmental Control Division of Parks and Recreation DNREC Contract No. 2017-DS-21 DNREC Project: DS-01 LIGHT POLE ABBR. DESCRIPTION ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS CCA CHROMATED COPPER ARSENATE CONC. CONCRETE E EASTERLY ELEV. ELEVATION Ft. FOOT GA. GAUGE HDG HOT DIPPED GALVANIZED MAX. MAXIMUM MHW MEAN HIGH WATER MIN. MINIMUM MLW MEAN LOW WATER N NORTHERLY N/A NOT APPLICABLE NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NGS NATIONAL GEODETIC SURVEY N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE o.c. ON CENTER PCF PER CUBIC FOOT S4S SURFACED ON 4 SIDES s.s. STAINLESS STEEL STA. STATION STD. STANDARD TYP. TYPICAL INDIAN RIVER V N/A N/A N/A N/A N/A STORMDRAIN INLET N/A WATER VALVE N/A SEWER CLEANOUT N/A VERIZON HANDHOLE N/A BM N/A of C - 1 1 3 Dwg No: P:\_DBF\1945C004 IRM Dock\DWG\C-1 Cover.dwg, C-1, 1/11/2018 11:09:53 AM, AutoCAD PDF (General Documentation).pc3

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Page 1: INDIAN RIVER MARINA DOCK EXPANSION AT DELAWARE …bidcondocs.delaware.gov/NAT/NAT_17100Ds21_dwgs.pdf3.vertical datum is mllw, based on an opus solution prepared by ngs and converted

A.M.A. JOB NO. 1945C004

SHEET INDEX

JANUARY 2018

LEGEND

EXISTINGPROPOSED

ITEM

PROPERTY OR RIGHT-OF-WAY LINE

BENCH MARK

ELEVATION SPOT SHOT

CONTOUR

IMPERVIOUS SURFACES

8

SCALE : 1" = 2500'

VICINITY MAP

Copyright ADC The Map People

Permitted Use No. 12312014

GENERAL NOTES

N/A

N/A

Cover Sheet

Site Plan

Float Details

CERTIFICATION OF OWNERSHIP

I, CINDY A. TODD, HEREBY CERTIFY THAT THE STATE OF DELAWARE IS THE OWNER OF THE PROPERTY

WHICH IS SUBJECT OF THIS PLAN AND THAT THE LAND USE ACTION PROPOSED BY THIS PLAN IS MADE

AT MY DIRECTION.

CINDY A. TODD DATE

DEPARTMENT OF NATURAL RESOURCES

AND ENVIRONMENTAL CONTROL

DIVISION OF PARKS AND RECREATION

CERTIFICATION OF PLAN ACCURACY

I, JASON P. LOAR, P.E., HEREBY CERTIFY THAT I AM A PROFESSIONAL ENGINEER WITH A BACKGROUND

IN CIVIL ENGINEERING IN THE STATE OF DELAWARE, AND THAT THE PLAN SHOWN AND DESCRIBED

HEREON, IS TRUE AND CORRECT TO THE ACCURACY REQUIRED BY ACCEPTED SURVEYING STANDARDS

AND PRACTICES.

JASON P. LOAR, P.E. #14959 DATE

4.00

1. MEAN TIDAL RANGE IS 1.9'.

2. HORIZONTAL DATUM NAD 83, DELAWARE STATE PLANE, U.S. FOOT.

3. VERTICAL DATUM IS MLLW, BASED ON AN OPUS SOLUTION PREPARED BY NGS AND CONVERTED TO

MLLW BASED ON A VDATUM SOLUTION.

4. TOPOGRAPHIC WAS TAKEN ON JANUARY 26, 2017 BY DAVIS, BOWEN & FRIEDEL, INC. BATHYMETRIC

DATA WAS PROVIDED BY DNREC AND TAKEN IN JANUARY 2015 & FEBRUARY 2015.

5. ACCORDING TO THE FLOOD INSURANCE RATE MAP (FIRM), MAP #10005C0502K, PANEL 502 OF 660,

MARCH 16, 2015. THE SITE IS LOCATED IN ZONE "AE" (100 YEAR FLOOD ELEVATION 6 & 8) NAVD 88

DATUM. THE PROPERTY IS WITHIN THE 100 YEAR FLOOD PLAIN.

6. THE CONTRACTOR SHALL CALL "MISS UTILITY" (1-800-282-8555) A MINIMUM OF 48 HOURS IN ADVANCE

OF ANY EXCAVATION, BORING, PILE DRIVING AND/OR DIGGING FOR THE LOCATION OF

UNDERGROUND UTILITY LINES.

7. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK WHICH

WOULD NATURALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE

CONTRACTOR OF HIS RESPONSIBILITY TO COMPLETE SUCH WORK.

8. THE CONTRACTOR SHALL PROVIDE ENERGY STAR APPLIANCES, EQUIPMENT, SYSTEMS, ETC. TO THE

MAXIMUM EXTENT POSSIBLE ACCORDING TO DELAWARE CODE, TITLE 29, CHAPTER 69, SECTION 6939.

A Division of:

Andrews, Miller & Associates

FRIEDEL, INC.

DAVIS,

BOWEN &

ARCHITECTS ENGINEERS SURVEYORS

EASTON, MARYLAND (410) 770-4744

SALISBURY, MARYLAND (410) 543-9091

MILFORD, DELAWARE (302) 424-1441

C-1

C-2

C-3

I, THE UNDERSIGNED, CERTIFY THAT:

1. THE PERPETUAL MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT FACILITIES,

INCLUDING THE CONSTRUCTED WETLANDS AND PAVERS, SHALL BE THE RESPONSIBILITY OF THE

OWNER.

2. ALL LAND CLEARING, GRADING, CONSTRUCTION AND/OR DEVELOPMENT WILL BE DONE

PURSUANT TO THE APPROVED PLAN, AND THAT ALL RESPONSIBLE PERSONNEL INVOLVED IN THE

LAND DISTURBING ACTIVITIES WILL HAVE A SEDIMENT AND STORMWATER MANAGEMENT

CERTIFICATION FROM THE DELAWARE DEPARTMENT OF NATURAL RESOURCES AND

ENVIRONMENTAL CONTROL, AND

3. AUTHORIZE THE RIGHT OF ENTRY FOR ON-SITE INSPECTIONS BY STATE OF DELAWARE,

DEPARTMENT OF NATURAL RESOURCE AND ENVIRONMENTAL CONTROL COMPLIANCE PERSONNEL

AND/OR AUTHORIZED AGENTS.

CINDY A. TODD

DEPARTMENT OF NATURAL RESOURCES

AND ENVIRONMENTAL CONTROL

DIVISION OF PARKS AND RECREATION

89 KINGS HIGHWAY

DOVER, DELAWARE 19901

DATE

DELAWARE REG. NO.

DESIGNER CERTIFICATION

DATESIGNATURE

I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, THIS PLAN HAS

BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT DELAWARE EROSION AND SEDIMENT CONTROL

HANDBOOK AND THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS.

14959

JASON P. LOAR

OWNER'S CERTIFICATION

ABBREVIATIONS

BOLLARD

RIPRAP

TRAVERSE POINT

N/A

100% CD SUBMITTAL

INDIAN RIVER MARINA DOCKEXPANSION AT

DELAWARE SEASHORE PARK FOR

Department of Natural Resources and Environmental ControlDivision of Parks and Recreation

DNREC Contract No. 2017-DS-21DNREC Project: DS-01

LIGHT POLE

ABBR. DESCRIPTION

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

CCA CHROMATED COPPER ARSENATE

CONC. CONCRETE

E EASTERLY

ELEV. ELEVATION

Ft. FOOT

GA. GAUGE

HDG HOT DIPPED GALVANIZED

MAX. MAXIMUM

MHW MEAN HIGH WATER

MIN. MINIMUM

MLW MEAN LOW WATER

N NORTHERLY

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NGS NATIONAL GEODETIC SURVEY

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

o.c. ON CENTER

PCF PER CUBIC FOOT

S4S SURFACED ON 4 SIDES

s.s. STAINLESS STEEL

STA. STATION

STD. STANDARD

TYP. TYPICAL

INDIANRIVER

V

N/A

N/A

N/A

N/A

N/A

STORMDRAIN INLETN/A

WATER VALVEN/A

SEWER CLEANOUTN/A

VERIZON HANDHOLEN/A

BM

N/A

of

C - 1

1 3

Dwg No:

P:\_D

BF\1945C

004 IR

M D

ock\D

WG

\C

-1 C

over.d

wg

, C

-1, 1/11/2018 11:09:53 A

M, A

uto

CA

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DF (G

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ocu

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tatio

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AutoCAD SHX Text
x
AutoCAD SHX Text
SITE
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
Page 2: INDIAN RIVER MARINA DOCK EXPANSION AT DELAWARE …bidcondocs.delaware.gov/NAT/NAT_17100Ds21_dwgs.pdf3.vertical datum is mllw, based on an opus solution prepared by ngs and converted

IRCS

6.90

IRCS

7.09

PK

S

7.0

4

BM/BBMS

9.92

7.90

7.87

6.64

6.48

7

.

1

5

7.14

7.04

7

.

0

0

7

.0

4

7.03

7

.

1

6

7.17

6

.8

9

7.49

7.11

CBX

6.79

8

.

0

9

7

.

8

3

7

.

9

3

7.44

7.05

7.45

7

.

2

8

7

.

3

0

6.87

6.89

6.90

7.56

6.95

7

.1

3

7.16

7.73

7.74

7

.6

9

7

.1

2

8.14

7.78

7.75

6.98

6.93

7

.

1

9

7.23

7.12

8

.

0

8

7

.

7

7

7.75

7

.

7

3

7

.

8

1

7

.

1

8

7.36

7.42

7.66

8

.

0

6

8.21

SURF/FF

8.26

7.84

7.89

7.91

7

.

7

7

6

.

7

1

6

.

7

7

6.74

6.99

7.05

7.20

6.96

6.91

7.07

7

.1

4

7.18

7.15

7.14

7

.1

2

7.05

7.15

7.00

6.85

6.82

6.94

7.02

6.98

6.93

7.08

7.19

6.92

6.70

6.71

6.74

6.72

7.11

8.02

8.01

8.06

7.19

7.07

7

.

0

4

6

.9

1

6.92

7.00

7.15

7.06

6.52

6.92

7.21

6.92

7.43

7.18

7.16

4

.

1

0

6.84

6.67

4

.

5

8

7.05

4

.

6

3

3.42

6.23

2.75

2

.

2

6

1.91

1.70

1.36

1.22

0.71

-0.14

-0.15

1.1

5

4.37

6.10

6.53

6.33

6.49

6.22

4.92

4.54

7.46

7.80

7.647.32

6.67

7.76

8.12

7.63

7.93

7

.

5

67.56

7.44

7.22

L

A

N

D

S

C

A

P

E

-

S

H

E

L

L

S

HVAC UNIT

TRANSFORMER

GAS PUMPS

GAS PUMPS

HOSE BIBB

HOSE BIBB

6"x6" UTILITY

PEDESTAL

10"x10" UTILITY

PEDESTAL

10"x10" UTILITY

PEDESTAL

2"x2" METAL

POST

MANUAL

SHUT-OFF

UG PROPANE

V

VERIZON

HANDHOLE

MONITORING

WELL

MONITORING

WELL

1" HOSE BIBB

UTILITY POST

4" PVC

INLET

RIM ELEV. 5.54

INLET

RIM ELEV. 5.31

INLET

RIM ELEV. 5.21

INLET

RIM ELEV. 5.29

12" METAL

STOP BAR

2" PLASTIC

BOLLARDS, TYP. 6

HOSE BIBB

FUEL ATTENDANT'S HUT

10" METAL

GUIDE PILE, TYP.

-4.93

-1.82

-2.52

-3.62

-4.73

-5.59

-5.91

-5.95

-5.84

-5.53

-5.10

-4.95

-4.80

-2.50

-1.52

-1.31

-1.10

-1.29

-1.58

-1.88

-2.21

-2.84

-3.34

-3.63

-4.02

-4.34

-4.54

-4.72

-6.27

-6.29

-6.31

-6.43

-6.56

-6.56

-6.57

-6.55

-6.51

-6.50

-6.60

-6.53

-6.65

-6.56

-6.55

-6.67

-6.64

-6.64

-6.53

-6.56

-6.58

-6.57

-3.33

-2.88

-3.03

-2.45

-3.26

-4.00

-4.47

-4.75

-5.06

-5.37

-5.72

-6.22

-6.23

-6.42

-6.42

-6.52

-6.53

-6.62

-6.69

-6.59

-6.60

-6.68

-6.69

-7.12

-6.61

-6.63

-6.50

-6.30

-6.61

-6.70

-6.61

-6.62

-6.61

-6.49

-6.51

-6.42

-6.32

-6.33

-6.31

-6.19

-6.15

-6.27

-6.18

-6.20

-6.17

-6.66

-6.59

-6.52

-6.54

-6.53

-6.50

-6.58

-6.92

-6.51

-6.59

-6.58

-6.68

-6.79

-6.70

-6.72

-6.72

-6.70

-6.52

-6.72

-6.69

-6.68

-6.69

-6.60

-6.92

-6.73

-6.64

-6.63

-6.63

-6.54

-6.54

-6.51

-6.41

-6.53

-6.54

-6.60

-6.61

-6.81

-6.43

-6.61

-6.31

-6.20

-5.59

-4.18

-2.92

-1.96

-1.41

-1.36

-1.46

-1.45

-1.54

-1.61

-1.40

-1.31

-1.16

-1.23

-1.40

-2.01

-2.51

-3.19

-3.89

-4.88

-6.16

-6.55

-6.58

-7.02

-6.64

-6.63

-6.61

-7.01

-6.59

-6.60

-7.03

-6.74

-6.73

-6.72

-7.51

-6.50

-6.69

-6.69

-6.71

-6.72

-6.80

-6.69

-6.71

-7.00

-6.69

-6.79

-6.81

-6.72

-6.73

-6.71

-6.82

-6.78

-6.89

-7.17

-6.80

-6.91

-6.79

-7.09

-6.80

-6.98

-6.81

-6.81

-6.91

-6.83

-6.82 -7.38

-7.07

-7.17

-7.19

-7.47

-7.27

-7.19

-7.60

-7.31

-7.40

-7.28

-7.27

-7.47

-7.49

-7.27

-7.26

-7.17

-7.18

-7.14

-7.14

-7.13

-7.15

-7.07

-7.13

-7.11

-7.12

-7.03

-7.30

-7.14

-7.01

-6.82

-7.04

-7.06

-7.07

-7.05

-7.04

-7.13

-7.00

-6.92

-7.04

-6.89

-6.87

-6.98

-6.99

-7.00

-7.10

-6.95

-6.83

-6.64

-6.36

-6.14

-5.82

-5.70

-5.69

-5.57

-5.49

-5.42

-5.22

-5.10

-5.02

-4.77

-4.60

-4.38

-4.20

-3.90

-3.56

-3.37

-6.89

-6.70

-6.70

-6.79

-6.88

-6.89

-6.89

-6.91

-6.79

-6.80

-6.88

-6.87

-6.84

-6.82

-6.93

-6.91

-6.91

-6.90

-7.02

-6.91

-6.91

-6.84

-7.18

-6.89

-6.86

-6.83

-6.80

-6.77

-6.86

-6.87

-6.88

-6.89

-6.91

-6.92

-7.32

-6.78

-7.21

-6.91

-6.89

-6.81

-6.91

-7.03

-7.03

-7.10

-7.29

-7.01

-6.91

-7.00

-6.92

-7.02

-7.20

-6.98

-6.99

-7.22

-7.44

-7.16

-7.08

-7.40

-7.18

-7.00

-7.11

-6.78

-6.69

-7.15

-6.98

-6.84

-7.24

-6.83

-6.97

-7.14

-6.95

-6.99

-7.19

-7.10

-6.91

-7.11

-6.70

-6.86

-7.04

-7.23

-7.24

-6.94

-6.75

-6.98

-6.79

-7.11

-6.81

-6.92

-7.12

-6.84

-6.85

-6.91

-6.81

-7.01

-6.79

-6.99

-6.92

-7.24

-6.84

-7.13

-6.94

-6.86

-6.87

-7.08

-6.88

-6.87

-6.96

-6.98

-6.98

-7.10

-7.20

-7.20

-7.20

-7.20

-7.26

-7.36

-7.36

-7.43

-7.54

-7.63

-7.62

-7.73

-7.82

-7.75

-7.54

-7.12

-6.92

-8.19

-8.50

-8.41

-8.20

-8.08

-7.99

-7.76

-7.63

-7.63

-7.61

-7.32

-7.34

-7.34

-7.34

-7.05

-7.06

-7.05

-6.96

-6.96

-6.93

-6.80

-6.80

-6.78

-6.78

-7.19

-6.67

-6.91

-6.52

-6.68

-6.59

-6.57

-6.66

-6.66

-6.55

-6.42

-6.54

-6.83

-7.03

-6.41

-6.42

-6.49

-6.51

-6.62

-6.48

-6.76

-6.85

-6.56

-6.65

-6.69

-6.70

-6.64

-6.62

-6.81

-6.68

-6.58

-6.71

-6.50

-6.51

-6.49

-6.37

-6.38

-6.43

-6.59

-6.48

-6.42

-6.47

-6.55

-6.56

-6.68

-6.58

-6.49

-6.49

-6.47

-6.53

-6.52

-6.63

-6.61

-6.92

-6.60

-6.63

-6.74

-6.67

-6.73

-6.97

-7.04

-6.61

-6.64

-6.66

-6.56

-6.61

-6.61

-6.71

-6.70

-6.78

-6.67

-6.72

-6.74

-6.76

-6.73

-6.71

-6.70

-6.71

-7.03

-6.76

-6.99

-6.76

-6.84

-6.84

-6.87

-6.86

-6.95

-6.93

-6.95

-7.14

-7.06

-7.25

-7.33

-7.41

-7.41

-7.60

-7.68

-7.88

-7.90

-8.22

-8.33

-8.39

-8.56

-8.77

-8.88

-9.08

-8.77

-8.59

-8.45

-8.20

-8.07

-7.78

-7.80

-7.57

-7.61

-7.42

-7.22

-7.12

-7.08

-7.03

-6.93

-6.93

-6.91

-6.80

-6.81

-6.78

-6.70

-7.09

-6.58

-6.58

-6.66

-6.90

-6.54

-6.39

-6.35

-6.46

-6.26

-6.36

-6.44

-6.79

-6.53

-6.61

-6.50

-6.94

-6.68

-6.77

-6.78

-6.87

-6.76

-6.86

-7.05

-6.97

-6.86

-7.09

-7.21

-7.39

-7.37

-7.47

-7.56

-7.78

-8.00

-8.29

-8.31

-8.51

-8.89

-9.10

-8.59

-8.39

-8.20

-8.01

-7.91

-7.84

-7.64

-7.56

-7.46

-7.38

-7.28

-7.27

-7.07

-6.96

-6.85

-6.86

-6.87

-6.87

-6.76

-6.66

-6.55

-6.84

-6.57

-6.55

-6.39

-6.39

-6.34

-6.35

-6.36

-6.36

-6.36

-6.24

-6.40

-6.47

-6.55

-6.40

-6.49

-6.58

-6.67

-6.66

-6.66

-6.66

-6.68

-6.79

-6.91

-6.90

-6.89

-6.99

-7.06

-7.16

-7.26

-7.38

-7.48

-7.61

-7.70

-7.92

-8.02

-8.28

-8.55

-8.08

-7.88

-7.69

-7.63

-7.50

-7.32

-7.19

-7.10

-7.09

-7.00

-6.92

-7.00

-6.89

-6.79

-6.79

-6.70

-6.69

-6.58

-6.49

-6.47

-6.50

-6.48

-6.43

-6.40

-6.43

-6.30

-6.28

-6.41

-6.74

-6.54

-6.47

-6.46

-6.36

-6.35

-6.44

-6.55

-6.54

-6.56

-6.58

-6.58

-6.57

-6.54

-6.55

-6.66

-6.78

-6.78

-7.08

-6.98

-7.20

-7.17

-7.34

-7.42

-7.64

-7.75

-7.84

-7.23

-7.22

-7.14

-6.95

-6.97

-6.88

-6.76

-6.76

-6.66

-6.53

-6.57

-6.44

-6.54

-6.43

-6.44

-6.45

-6.44

-6.44

-6.50

-6.42

-6.33

-6.34

-6.47

-6.19

-6.39

-6.36

-6.27

-6.26

-6.24

-6.33

-6.36

-6.45

-6.35

-6.68

-6.45

-6.45

-6.55

-6.45

-6.44

-6.34

-6.35

-6.33

-6.32

-6.35

-6.34

-6.46

-6.45

-6.56

-6.56

-6.57

-6.56

-6.55

-6.56

-6.75

-6.37

-6.06

-3.44

-3.73

-4.18

-4.67

-5.09

-5.32

-5.74

-5.99

-6.07

-6.10

-6.12

-6.14

-6.13

-6.15

-6.14

-6.14

-6.13

-6.13

-6.20

-6.20

-6.19

-6.26

-6.30

-6.19

-6.52

-6.22

-6.26

-6.16

-5.85

-5.88

-6.02

-6.09

-6.09

-5.89

-5.97

-5.93

-5.74

-5.58

-5.45

-5.38

-5.30

-5.13

-4.91

-4.68

-4.57

-4.47

-4.35

-4.27

-3.88

-3.50

-3.09

-2.77

-1.90

-1.87

-1.75

-1.88

-1.87

-1.72

-1.61

-2.07

-1.95

-1.89

-1.85

-2.00

-2.48

-2.66

-3.05

-3.34

-3.66

-3.94

-4.08

-4.45

-4.45

-4.63

-5.32

-5.79

-6.10

-6.22

-6.48

-6.83

-6.58

-6.68

-6.55

-6.59

-6.49

-6.49

-6.51

-6.40

-6.58

-6.40

-6.41

-6.37

-6.27

-6.38

-6.35

-6.38

-6.41

-6.41

-6.39

-6.40

-6.41

-6.27

-6.32

-6.30

-6.40

-6.37

-6.36

-6.37

-6.27

-6.29

-6.24

-6.17

-6.41-6.25

-6.38

-6.37

-6.19

-6.32

-6.22

-6.20

-6.19

-6.10

-5.98

-6.06

-6.05

-6.09

-6.07

-6.05

-6.14

-6.17

-6.28

-6.41

-6.50

-6.75

-6.71

-6.61

-6.60

-6.38

-6.27

-6.31

-6.28

-6.29

-6.25

-6.16

-6.21

-6.21

-6.21

-6.19

-6.21

-6.19

-6.40

-6.21

-6.25

-6.25

-6.22

-6.22

-6.16-6.24

-6.25

-6.24

-6.24

-6.27

-6.29

-6.17

-6.39

-6.26

-6.28

-6.31

-6.17-6.28

-6.39

-6.25

-6.36

-6.42

-6.61

-7.24

-6.58

-6.47

-6.33

-6.45

-6.25

-6.36

-6.26

-6.34

-6.33

-6.41

-6.32

-6.33

-6.32

-6.34

-6.37

-6.46

-6.31

-6.36

-6.26

-6.30

-6.53

-6.43

-6.57

-6.45

-6.46

-6.47

-6.55

-6.55

-6.55

-6.80

-6.82

-5.59

-6.63

-6.58

-6.45

-6.56

-6.59

-6.60

-6.57

-6.62

-6.75

-6.73

-6.62

-6.54

-6.52

-6.51

-6.54

-6.62

-6.63

-6.43

-6.46

-6.54

-6.53

-6.52-6.43-6.84

-6.44

-6.44

-6.54

-6.76

-6.86

-6.95

-6.86 -6.74

-6.50

-6.60

-6.52-6.62 -6.52

-6.63 -6.83-6.56 -6.56 -6.67 -6.53

-6.64

-6.63

-6.76

-6.64

-6.64

-6.63

-6.64

-6.73

-6.73

-6.82

-6.74

-6.84

-6.74

-6.76 -6.74 -6.94 -6.71 -6.84

-6.86

-6.86

-6.85

-6.95

-6.85-6.78

-6.78

-6.78

-6.69

-6.70

-6.96-6.69

-6.55-6.67

-6.58-6.69-6.59-6.59-6.49-6.49

-6.52-6.52

-6.50-6.61-6.49

-6.56-6.47-6.59-6.59

-6.68

-6.77

-6.81

-6.63

-6.65

-6.64

-6.77

-6.81

-6.89

-7.17

-6.99

-6.89

-6.59

-6.48

-6.47

-6.47-6.49

-6.50-6.40

-6.39

-6.40

-6.41

-6.39

-6.79

-6.46

-6.54

-6.47

-6.47

-6.46

-6.58

-6.81

-6.59

-6.67

-6.57

-6.74 -6.64-6.84

-6.95

-6.93

-6.93

-7.18

-7.14

-6.88

-7.00

-6.88

-6.87

-6.77-6.80

-6.66

-6.67

-6.63-6.49

-6.50-6.41

-6.55

-6.65

-6.84

-6.52

-6.49

-6.48-6.47

-6.56

-6.48

-6.50

-6.39

-6.48-6.48

-6.55-6.45

-6.75

-6.65

-6.37

-6.58

-6.77

-6.87

-7.26

-7.13-6.64

-6.28

-6.37

-6.38

-6.50

-6.63

-6.78

-6.70

-4.85

-4.45

-4.38

-4.44

-4.85

-4.77

-4.85

-5.57

-3.07

-5.39

-5.31

-5.18

-5.42

-5.81

-6.17

-6.28

-6.47

-6.56

-6.55

-6.65

-6.68

-7.10

-6.30

-6.20

-6.21

-6.20

-6.00

-6.10

-6.37

-6.16

-6.44

-6.60

-6.40

-6.77

-6.55

-6.74

-6.53

-6.49

-6.80

-6.72

-6.46

-6.46

-6.52

-6.49

-6.46

-6.49

-6.37

-6.25

-6.62

-6.53

-6.51

-6.62

-6.40

-6.39

-6.30

-6.34

-6.47

-6.48

-6.15

-6.82

-6.94

-6.84

-6.75

-6.84

-6.84

-6.52

-6.52

-6.45

-6.45

-6.54

-6.52

-6.52

-6.64

-6.54

-6.63

-6.74

-6.72

-6.82

-6.89

-6.96

-6.97

-6.77

-6.99

-6.55

-7.17

-6.69

-6.60

-6.72

-6.66

-6.64

-6.68

-6.40

-6.47

-6.47

-6.57

-6.44

-6.41

-6.69

-6.75

-6.57

-6.68

-6.58

-6.50

-6.58

-6.52

-6.39

-6.64

-6.51

-6.42

-6.54

-6.64

-6.52

-6.64

-6.57

-6.53

-6.55

-6.54

-6.52

-6.53

-6.51

-6.67

-6.64

-6.59

-6.52

-6.53

-6.59

-6.54

-6.40

-6.50

-6.52

-6.60

-6.49

-6.45

-6.56

-6.53

-6.58

-6.52

-6.37

-6.45

-6.63

-6.39

-6.31

-6.31

-6.45

-6.54

-6.54

-6.53

-6.53

-6.67

-6.61

-6.79

-6.47

-6.54

-6.53

-6.59

-2

-3

-

4

-5

-6

-7

-9

-8

-

7

-

6

-5

-4

-3

-2

-

7

-7

-

7

-7

-7

-7

-7

-

7

-

7

-7

-7

-7

-

7

-7

-

6

-

5

7

7

7

7

7

7

MLLW

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

M

L

L

W

MLLW

E

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IS

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IN

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F

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IN

G

Q

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IN

G

D

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IS

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IN

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F

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IN

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D

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IN

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A

M

P

E

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IS

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IN

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B

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A

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P

PAVED SURFACE

CONCRETE

SURFACE

C

O

N

C

R

E

TE

C

U

R

B

/S

ID

E

W

A

LK

BM

BENCHMARK

FIRE HYDRANT

BONNET BOLT

N 223992.58'

E 754785.08'

ELEV. = 9.92 MLW

5

3

.5

'

8

0

.0

'

1

0

.0

'

2

0

4

.0

'

1

0

.0

'

70.0'

1

0

.0

'

10" GALVANIZED STEEL GUIDE

PILES W/ INTERNAL PILE

GUIDE ROLLERS, TYP. - 5.

SEE CONSTRUCTION NOTES,

THIS SHEET.

PROPOSED LIFE SAFETY

STATIONS, TYP. - 3

3

0

.0

'

2

0

.0

'

5

9

.5

'

8

5

.0

'

PROPOSED UTILITY

PEDESTALS, TYP.

PROPOSED UTILITY

PEDESTAL, TYP.

REV

ISIO

NS

Dwg No:

PROJ. NO.

SCALE

DATE

BYIT

EMN

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DAT

E

DRAWN DESIGNED CHECKED

of

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ivisio

n o

f:A

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er &

Ass

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YLA

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(410) 770-4744

SA

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, M

AR

YLA

ND

(410) 543-9091

MILF

OR

D, D

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WA

RE

(302) 424-1441

SMS KBE KBE

JANUARY 2018

1" = 30'

1945C004.A01

C - 2

2 3

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IN

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1.92'

NOT TO SCALE

DATUM COMPARISON

NAVD-88

MLW

MHW

MLLW = 0.00'

0.16'

1.42'

CONSTRUCTION NOTES:

1. 10" GALVANIZED STEEL GUIDE PILES, 40' MINIMUM LENGTH, TOP

ELEVATION - 11.0'. EXACT LOCATION SHALL BE SHOWN ON

MANUFACTURERS APPROVED SHOP DRAWINGS.

2. BLACK CONE SHAPED PLASTIC PILE CAPS SHALL BE USED ON

GUIDE PILES. THE PILE CAP SHALL BE MOLDED FROM 3/16 INCH

THICK, ULTRA-VIOLET RESISTANT, LOW DENSITY POLYETHYLENE.

CAPS SHALL BE SECURELY ANCHORED TO PILES WITH EPOXY

CEMENT.

3. CONTRACTOR SHALL INSTALL (4) FOUR UTILITY PEDESTALS

(PROVIDED BY DNREC/MARINA STAFF) AT THE LOCATIONS SHOWN

ON THESE DRAWINGS.

4. WATER AND ELECTRIC SERVICES SHALL BE EXTENDED TO THE

FLOATING QUEUING DOCKS FROM THE EXISTING MARINA / SUPPLY

STORE.

4.1. WATER SERVICE EXTENSION SHALL BE 1-1/2" DIAMETER AND

INSTALLED BY A LICENSED PLUMBER. EACH UTILITY PEDESTAL

SHALL BE CONNECTED TO THE WATER SERVICE LINE WITH A

MINIMUM 3/4" DIAMETER LINE.

4.2. ELECTRIC SERVICE SHALL BE SIZED TO HANDLE TO LOADS OF

THE PROPOSED UTILITY PEDESTALS AND INSTALLED BY A

LICENSED ELECTRICIAN.

4.3. CONTRACTOR SHALL ROUTE UTILITY SERVICE LINES WITHIN

THE FLOATING DOCK SYSTEM UTILITY RACEWAYS PER

MANUFACTURES RECOMMENDATIONS AND IN ACCORDANCE

WITH ALL BUILDING, ELECTRICAL AND PLUMBING CODES.

4.4. THE UTILITY CONNECTION BETWEEN THE EXISTING FLOATING

DOCK SYSTEM AND THE PROPOSED FLOATING DOCK SYSTEM

SHALL BE COMPLETED IN ACCORDANCE WITH THE

MANUFACTURER RECOMMENDATIONS.

4.5. THE UTILITY CONNECTIONS BETWEEN THE LANDWARD END OF

THE EXISTING FLOATING DOCK SYSTEM AND THE ADJACENT

BULKHEAD / SEAWALL SHALL BE MODIFIED AS NECESSARY TO

ALLOW THE PROPOSED WATER AND ELECTRIC SERVICE LINES

TO BE ROUTED IN THE EXISTING FLOATING SYSTEM.

4.6. THE WATER SERVICE LINE SHALL BE CONNECTED TO THE

EXISTING 2" DIAMETER WATER LINE LOCATED IN THE EXISTING

PARKING AREA NEAR THE EXISTING MARINA BOATING SUPPLY

STORE.

4.7. THE ELECTRIC SERVICE REQUIRED TO SERVE THE (4) FOUR

UTILITY PEDESTALS SHALL BE ROUTED TO THE NEAREST

ELECTRIC SERVICE PANEL AT THE EXISTING MARINA BOATING

SUPPLY STORE

.

PROPOSED FLOATING DOCK SYSTEM

MEECO SULLIVAN HEAVY DUTY SULLFLOAT SYSTEM

WITH IPE HARDWOOD DECKING OR APPROVED EQUAL.

P:\_D

BF\1945C

004 IR

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AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CO
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
0
AutoCAD SHX Text
30'
AutoCAD SHX Text
60'
Page 3: INDIAN RIVER MARINA DOCK EXPANSION AT DELAWARE …bidcondocs.delaware.gov/NAT/NAT_17100Ds21_dwgs.pdf3.vertical datum is mllw, based on an opus solution prepared by ngs and converted

REV

ISIO

NS

Dwg No:

PROJ. NO.

SCALE

DATE

BYIT

EMN

O.

DAT

E

DRAWN DESIGNED CHECKED

of

A D

ivisio

n o

f:A

ndre

ws,

Mill

er &

Ass

ocia

tes

FR

IE

DE

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TS

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GIN

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OR

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AS

TO

N, M

AR

YLA

ND

(410) 770-4744

SA

LIS

BU

RY

, M

AR

YLA

ND

(410) 543-9091

MIL

FO

RD

, D

ELA

WA

RE

(302) 424-1441

SMS KBE KBE

JANUARY 2018

1" = 30'

1945C004.A01

C - 3

3 3

FL

OA

TIN

G D

OC

K S

YS

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M

IN

DIA

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14th

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TY, D

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ARE

FLOATING DOCK SYSTEM DETAILS PROVIDED AS AREFERENCE ONLY. SYSTEM SHALL BEMANUFACTURED BY MEECO SULLIVAN, HEAVYDUTY SULLFLOAT SYSTEM WITH IPE HARDWOODDECKING OR APPROVED EQUAL. COMPLETE,DETAILED SHOP DRAWINGS SHALL BE PROVIDEDFOR APPROVAL PRIOR TO ORDERING.

P:\_D

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