Back River Drainage 100% Plan Set.pdf

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WMP

SAK

DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

CAD

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

100% PLANS

TITLE SHEET

Copyright 2023, City Poquoson, Virginia

PROJECT LOCATION

INDEX OF SHEETS

TITLE SHEET1

1A

1B

3A

3B

EXISTING CONDITIONS PLAN

EROSION AND SEDIMENT CONTROL PLAN

PROJECT PLAN

BULKHEAD DETAILS

BULKHEAD NOTES

CITY OF POQUOSON, VIRGINIA

DEPARTMENT OF ENGINEERING

BACK RIVER DRAINAGE IMPROVEMENTS

0 700' 1400'

SCALE

SCALE

25' 50'

1A

EXISTING CONDITIONS PLAN

I:

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DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

WOODEN

BRIDGE

PVC

FENCE

GARAGE

2-S-FRM

29.5

.2

30.3

.2

.3

13.7'

2.9'

5.8'

.1

7.5'

.5

1.2'

.8

1.2'

22.6'

.1

.1

8.7'

#9

2-S-FRM

W O

O D

P O

R C

H

ASPHALT DRIVE

PVC FENCE

WOOD FENCE

CHAIN

LINK F

ENCE

HEAVY BRUSH/

TREES

N °0

'3

W .0

N79°19 '21"E

192.

09'

N83°59'3 0"E

178.59'

S °0

'3

W

.1

9.31'(PLAT)

9.16'(FIELD)

S79° 29'3

0"W

356.

81'

.2

.1

.2

F E

N C

E

W O

O D

S77 °13'5

8"W

.11'(

FIELD)

.07'

(PLAT)

N88°46'39"E

75.35'(FIELD)

75.15'(PLAT)

N °5

'2

E

.0

N °2

'2

W

.9

LTP

N °0

'3

W

.0

P L

A T

.7

T O

P

IP

E

C O

R N

E R

.3

O F F

P.B. 9, PG. 93

WINDY POINT

SECTION 2

LOT 8

LOT 7

24,803 S.F. (FIELD)

24,786 S.F. (PLAT)

TRANS.

INV.=-

1.34'

INV.=1.65'

INV.=0.40'

TOP=3.00'

SURVEY BENCHMARK

TOP OF DI

18"R

CP

12"RCP

MULCH

PG. 765

D.B. 403, ⅊

P.B. 6, PG. 112

⅊

P .B

P G

U T

IL

IT

Y

E A

S E

M E

N T

D R

A

IN

A G

N

D

D .B

P G

D R

A

IN

A

S E

M E

N T

C

F

P

O Q

U O

S

P.B. 6, PG. 112

BANNOCKBURN

LOT 19

0.820± AC.

P.B. 8, PG. 477

WINDY POINT

SECTION 1

LOT 6

P.B. 8, PG. 477

WINDY POINT

SECTION 1

LOT 50

TROTTWOOD DRIVE

50' R/W

R O

A D

R O

B E

R T

B

U C

R

W

P

ID

W

IL

L

IA

M S ,J

U X

E A

L

N

F

P

ID

M A

C D

O N

A

U X

J E F F

E R

S

N

F

P

ID

M A

U

N C

U X

N

F

P

ID

H E

A T

H

H

R R

E

J

S

F

O F F

.0

.1

O N

.9

O N

O F F

.0

.9

O N

.8

O N

PID #28-01-00-0095

ETALS

PEGGY C. LINTHICUM,

N/F

E

M

.3

T O

P

C

BULKHEAD

DILAPIDATED

BULKHEAD

DILAPIDATED

3 3

D

IL

A P

ID

A T

L K

H E

A D

DILAPIDATED

BOATHOUSE

C A

N A

L

DILAPIDATED

PIER

CB=S12°13'55"W

C=59.80'

T=32.99' Δ=50°0

L=61.74'

R=70.71'

R A

M P

GM

FH

T

SMH (SEWER MANHOLE)

WM (WATER METER)

IRS (IRON ROD SET)

IRF (IRON ROD FOUND)

IPF (IRON PIPE FOUND)

CMF (CONC MON FOUND)

IPS (IRON PIPE SET)

WV (WATER VALVE)

LP (PIGHT POLE)

PP (POWER POLE)

GM (GAS METER)

FH (FIRE HYDRANT)

TEL PED (TELEPHONE PEDESTAL)

GV (GAS VALVE)

TEL. MAN HOLE

MONITORING WELL

ELECTRIC CONTROL BOX

BOLLARD

ANTENNA

FORCE MAIN VALVE/VENT

LEGEND

TEL 757.873.1762

FAX 757.873.1772

M

M

NEWPORT NEWS, VA. 23602

41 OLD OYSTER POINT ROAD

MICHAEL SURVEYING

& MAPPING, P.C.

S

SUITE B

JANUARY 21, 2022

FOR RK&K

21-065

CHESAPEAKE, VIRGINIA

SECTION ONE

WINDY POINT

LOT 7

CRAWFORD BEING LOTS 5, 6, & 7 PLAT OF W.B. COX

PLAT SHOWING THE PEOPERTY OF LAWRENCE Y. & THELMA R.

TOPOGRAPHIC SURVEY OF

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WMP

SAK

DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

CAD

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

WOODEN

BRIDGE

PVC

FENCE

GARAGE

2-S-FRM

29.5

.2

30.3

.2

.3

13.7'

2.9'

5.8'

.1

7.5'

.5

1.2'

.8

1.2'

22.6'

.1

.1

8.7'

#9

2-S-FRM

W O

O D

P O

R C

H

ASPHALT DRIVE

PVC FENCE

WOOD FENCE

CHAIN

LINK F

ENCE

HEAVY BRUSH/

TREES

N °0

'3

W .0

N79°19 '21"E

192.

09'

N83°59'3 0"E

178.59'

S °0

'3

W

.1

9.31'(PLAT)

9.16'(FIELD)

S79° 29'3

0"W

356.

81'

.2

.1

.2

F E

N C

E

W O

8"W

.11'(

FIELD)

.07'

(PLAT)

N88°46'39"E

75.35'(FIELD)

75.15'(PLAT)

N °5

'2

E

.0

N °2

'2

W

.9

LTP

N °0

'3

W

.0

P L

A T

.7

T O

P

IP

E

C O

R N

E R

.3

O F F

P.B. 9, PG. 93

WINDY POINT

SECTION 2

LOT 8

LOT 7

24,803 S.F. (FIELD)

24,786 S.F. (PLAT)

TRANS.

INV.=-

1.34'

INV.=1.65'

INV.=0.40'

TOP=3.00'

SURVEY BENCHMARK

TOP OF DI

18"R

CP

12"RCP

MULCH

PG. 765

D.B. 403, ⅊

P.B. 6, PG. 112

⅊

P .B

P G

U T

IL

S E

M E

N T

D R

A

IN

A

D

D .B

P G

D R

A

IN

A

S E

M E

N T

C

P

O Q

U O

S

P.B. 6, PG. 112

BANNOCKBURN

LOT 19

0.820± AC.

P.B. 8, PG. 477

WINDY POINT

SECTION 1

LOT 6

P.B. 8, PG. 477

WINDY POINT

SECTION 1

LOT 50

TROTTWOOD DRIVE

50' R/W

R O

A D

R O

B E

U

R

W

ID

W

IL

L

IA

M S ,J

U X

E A

N

F

P

ID

M A

C D

O N

A

U X

J E F F

E R

S

N

F

P

ID

M A

N C

U X

N

F

P

ID

H E

A T

H

H

R R

E

J

S

F

O F F

.0

.1

O N

.9

O N

O F F

.0

.9

O N

.8

O N

PID #28-01-00-0095

ETALS

PEGGY C. LINTHICUM,

N/F

E

.3

T O

P

C

BULKHEAD

DILAPIDATED

BULKHEAD

DILAPIDATED

3 3

D

IL

A P

ID

A T

L K

H E

A D

DILAPIDATED

BOATHOUSE

C A

N A

L

DILAPIDATED

PIER

CB=S12°13'55"W

C=59.80'

T=32.99' Δ=50°0

L=61.74'

R=70.71'

R A

M P

SCALE

25' 50'

1B

EROSION AND SEDIMENT CONTROL PLAN

TC-P

CE

DENOTES TEMPORARY SILT FENCE TYPE A , ST'D EC-5TSF-A

CE

TSF-A

TSF-A

TC-P

EROSION AND SEDIMENT CONTROL LEGEND

FOR SITE ACCESS

UTILIZE WOODEN MATS

DENOTES TURBIDITY CURTAIN, TYPE - PERVIOUS

DENOTES CONSTRUCTION ENTRANCE

WOODEN

BRIDGE

PVC

FENCE

GARAGE

2-S-FRM

29.5

.2

30.3

.2

PVC FENCE

WOOD FENCE

CHAIN

LINK F

ENCE

HEAVY BRUSH/ TREES

192.

09'

N83°59'3 0"E

178.59'

S °0

'3

W .1

9.31'(PLAT)

9.16'(FIELD)

356.

81'

.2

F E

N C

E

W O

8"W

LTP

P.B. 9, PG. 93

WINDY POINT

SECTION 2

LOT 8

TRANS.

INV.=-

1.34'

MULCH

PG. 765

D.B. 403, ⅊

P.B. 6, PG. 112

⅊

0.820± AC.

.1

O N

.9

O N

.8

O N

BULKHEAD

DILAPIDATED

BULKHEAD

DILAPIDATED

3 3

D

IL

A P

ID

A T

L K

H E

A

D DILAPIDATED

BOATHOUSE

C A

N A

L

DILAPIDATED

PIER

IPF

IPF

.9

O N

AGGREGATE

CRUSHER RUN

#25/26

CLASS 1 RIPRAP

26" DEEP

BEDDING

GEOTEXTILE

4' MIN'

2'-2" MIN'

3:1

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-1 .d g n

WMP

SAK

DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

CAD

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

NOT TO SCALE

CROSS SECTION OF RIPRAP

BOATHOUSE

REMOVE

L O

N G

IT

U D

IN

A L

S

L O

P E

IN

T A

IN

.2

R

IP

R

O S

C T

IO

N

PROJECT PLAN

0 10' 20'

SCALE

REQUIRED

NOTE: EMBEDMENT EXCAVATION

DEMOLITION LEGEND

Denotes Demolition of Boathouse

REPLACEMENT

FOR RIPRAP

*SEE DETAIL

BULKHEAD

REMOVE

FENCE (White PVC) *

BEGIN REMOVAL OF

FENCE (White PVC) *

END REMOVAL OF

CONSTRUCTION NOTES

1.

WHERE BULKHEAD IS BEING REMOVED

TIE-IN POINT OF PROPOSED RIP RAP TO

8'

A s

R e q d

5'

BULKHEAD

PROP. TIMBER

PIPE: M36

MATERIAL: M274

ALUMINUM TYPE 2

MIN COVER=12"

3" X 1" CORREGATIONS

PIPE ARCH 137" x 87"

CORRUGATED METAL

12 LF

Removal and Reinstallation is not in contract and will be "by others".

and stored for reinstallation after construction is complete.

White PVC fence will be removed for construction activities

3A

DWP

WEC

BULKHEAD DETAILS

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\9

-1 -B a c k

R iv e r

D r a in a g e

Im p r o v \B

IM

-C

A D \9

-1 S h e e ts \d

-1

A .d g n

WMP

DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.

3B

DWP

WEC

BULKHEAD NOTES

I:

\P r o j e c ts \9

\9

-1 -B a c k

R iv e r

D r a in a g e

Im p r o v \B

IM

-C

A D \9

-1 S h e e ts \d

-1

B .d g n

WMP

DRAINAGE IMPROVEMENTS

BACK RIVER

2/28/2023

DEPARTMENT OF ENGINEERING

CITY OF POQUOSON

S. Crawford

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

CITY PROJECT MANAGER

SHEET NO.