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COLUMBUS CIR MIMOSA PL OLEANDER DR ACACIA DR WRIGHT ST DAWSON ST DOCK ST ORANGE ST ORANGE ST 15TH ST 16TH ST 7TH ST TH ST H ST ST FOWLER ST DEXTER ST KENT ST MOSS ST NEWTON ST MANHATTAN DR S 19TH ST S 18TH ST S 17TH ST S 19TH ST QUEEN ST WOOSTER ST S 16TH ST S 15TH ST CASTLE ST NORMAN ST CHURCH ST GLENN ST NUN ST CASTLE ST S 13TH ST S 14TH ST S 15TH ST S 16TH ST ANN ST S 17TH ST ANN ST S 19TH ST S 18TH ST S 20TH ST NUN ST S 21ST ST S 22ND ST CHURCH ST HUDSON DR CASTLE ST DELGADO AVE SHAWS ALY CRANES ALY ST T S 11TH ST S 12TH ST S 13TH ST JASMINE ST ORES ROW S 10TH ST QUEEN ST S 11TH ST S 12TH ST S 13TH ST S 14TH ST S 13TH ST WOOSTER ST DAWSON ST S 14TH ST DAWSON ST 11 TH ST S MARSTELLAR ST S 14TH ST WRIGHT ST MEARES ST MARSTELLAR ST S S 1 S 15T S 16TH S 17TH S 11TH ST S 12TH ST WOLCOTT AVE CREECY AVE WRIGHTSVILLE AVE WRIGHTSVILLE AVE COLWELL AVE CAROLINA AVE METTS AVE BARNETT AVE GIBSON AVE GRADY AVE E KENDALL AVE PENDER AVE S 17TH ST OLEANDER DR WRIGHTSVILLE AVE BUNTING DR GUFFORD DR LINGO ST MEARES ST S 23RD ST Y MOORE LN ODES LN ALL LN RVAY LP JOSEPHINE WATSON LN MARSDON AVE S LIBERTY CT SOUTH WLK SHIPYARD WLK S 15 TH ST N LIBERTY CT N LINCOLN CT S LINCOLN CT SURVEYOR ROBERT SESSOMS & ASSOCIATES, PLLC MR. ROBERT SESSOMS, PLS 4033 CHANDLER DRIVE WILMINGTON, NC 28405 1-910-352-8846 CIVIL ENGINEER JBS CONSULTING, PA BRAD SEDGWICK, PE 7332 COTESWORTH DRIVE WILMINGTON, NC 28405 1-910-619-9990 VICINITY MAP FEBRUARY, 2016 OWNER/DEVELOPER L.S. SMITH, INC. MR. LESLIE SMITH 1607 QUEEN STREET WILMINGTON, NC 28401 1-336-404-0009 0% 10'Ä%#.. %'06'4 $'(14' ;17 &+) %#.. Ä +65 6*' .#9 5612 PROJECT SITE SCALE 1" = 600' NOTES Approved Construction Plan Name Date Planning Traffic Fire For each open utility cut of City streets, a $325 permit shall be required from the City prior to occupancy and/or project acceptance. STORMWATER MANAGEMENT PLAN APPROVED CITY OF WILMINGTON ENGINEERING DEPARTMENT DATE ________ PERMIT # ________ SIGNED________________________ 3/2/2017 4:16:30 PM
Transcript

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SURVEYORROBERT SESSOMS & ASSOCIATES, PLLCMR. ROBERT SESSOMS, PLS4033 CHANDLER DRIVEWILMINGTON, NC 284051-910-352-8846

CIVIL ENGINEERJBS CONSULTING, PABRAD SEDGWICK, PE7332 COTESWORTH DRIVEWILMINGTON, NC 284051-910-619-9990

VICINITY MAPFEBRUARY, 2016

OWNER/DEVELOPERL.S. SMITH, INC.MR. LESLIE SMITH1607 QUEEN STREETWILMINGTON, NC 284011-336-404-0009

PROJECT SITE

SCALE 1" = 600'

NOTES

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

3/2/2017 4:16:30 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(9

10

) 6

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-99

90

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se N

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r C

-25

25

NU

MB

ER

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WILM

IN

GT

ON

, N

C

LEGEND

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

030' 30' 60'

SCALE: 1"=30' (Horiz.)

R1

10

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7-1

6R

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6" X6" POST

1" X 6"

2" X 4"

3" SPACE

EXISTING GRADE

1" TO 2" SPACE

6" X 6" POST

50 LBS CONCRETE

EACH POST

36" MIN

8' MAX POST SPACING

10" MIN

1" X 6"

ALL FENCE MATERIALTO BE PRESSURE

TREATED PINE. USE

GALVANIZED FASTNERS

8'

6" X 6" POST

3/2/2017 4:16:33 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(9

10) 61

9-9

99

0

Lice

nse

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-252

5

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ON

, N

C

LEGEND

SITE INFORMATION

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

030' 30' 60'

SCALE: 1"=30' (Horiz.)

R1

10

-2

7-1

6R

EV

IS

ED

P

ER

C

OW

C

OM

ME

NT

S

3/2/2017 4:16:38 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(9

10

) 6

19

-99

90

Lice

nse

N

um

ber C

-25

25

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, N

C

EROSION CONTROL NOTES

GRADING NOTES

CONSTRUCTION SEQUENCE

EROSION CONTROL MAINTENANCE PLAN

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

DE

SIG

N B

Y:

030' 30' 60'

SCALE: 1"=30' (Horiz.)

Infiltration System:

NOT TO SCALE

INFILTRATION BED UNDERDRAIN DETAIL

NOT TO SCALE

NOT TO SCALE

LEGEND

R1

10

-2

7-1

6R

EV

IS

ED

P

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C

OW

C

OM

ME

NT

S

3/2/2017 4:16:43 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(91

0) 61

9-9

99

0

Lice

nse

N

um

ber C

-2

52

5

NU

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ER

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IN

GT

ON

, N

C

UTILITY INFORMATION

030' 30' 60'

SCALE: 1"=30' (Horiz.)

R1

9-1

4-1

6C

FP

UA

V

ER

BA

L C

OM

ME

NT

S

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

3/2/2017 4:16:48 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(91

0) 61

9-9

99

0

Licen

se N

um

be

r C

-2

52

5

NU

MB

ER

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030' 30' 60'

SCALE: 1"=30' (Horiz.)

5'

5'

PLANTING DIAGRAM - RAIN GARDENNOT TO SCALE

75'

2'

Typ.

PLAN & PROFILE - RAIN GARDENNOT TO SCALE

PROFILE

PLAN75'

10''

R1

10

-2

7-1

6R

EV

IS

ED

P

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C

OW

C

OM

ME

NT

S

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

3/2/2017 4:16:53 PM

of

JOB NO.

SHEET

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

N B

Y:

DA

TE

7332 C

otesw

orth D

rive

Wilm

ington, N

C 28405

(9

10

) 6

19

-99

90

Lice

nse

N

um

ber C

-25

25

NU

MB

ER

DA

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RE

VIS

IO

N

WILM

IN

GT

ON

, N

C

30'

5'

5'

4"

1/2"

1/4"

1"

WHEEL STOP

WHEEL STOP

4"

2"

4" 4"

2"

4"

STALL SIDE

BLUE ON H.C.

BLUE ON H.C.

STALL SIDE

EDGE OF PAVEMENT

H.C. PARKING SIGN

WHITE

WHITE

4" WHITE STRIPES

NOT TO SCALE

OR FACE OF CURB

NOT TO SCALE

NOT TO SCALE

4"

3"

12"

1"

6

'

1

.

5

'

3

'

1

.

5

'

8"

4"

NOT TO SCALE

NOT TO SCALE

Approved Construction Plan

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

STORMWATER MANAGEMENT PLAN

APPROVED

CITY OF WILMINGTON

ENGINEERING DEPARTMENT

DATE ________ PERMIT # ________

SIGNED________________________

30'

5'

5'

4"

1/2"

1/4"

1"

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

5

0

'

-

0

"

1

2

'

-

0

"

M

I

N

.

6"

COARSE AGGREGATE

P

U

B

L

I

C

R

O

A

D

EXCESS MATERIAL TO BE

DRAWN IN AND TIED OFF TO

2x2 WOODEN STAKE, (TYP.)

CURB

8" FILTER SOCK

CURBSIDE OPTION "B" PLAN

FILTER SOCK INLET PROTECTION

NTS

CURB

STORM GRATE

CURBSIDE OPTION "A" PLAN

NOTES:

1. FILTER SOCK TO BE INSPECTED AFTER EVERY RAINFALL EVENT.

2. DEBRIS IS TO BE REMOVED FROM UPSTREAM OF THE FILTER SOCK

AND DEPOSITED BEHIND SILT FENCE.

R1

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3/2/2017 4:16:58 PM


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