7-eleven 7-eleven...7-eleven - lexington park single phase 10/01/2020 04/01/2021 summary information...

X

PROPOSED

7-11

F.

F.

E.

=

1

01

.2

7'

55

.5

'

X

90

'

-

4,

99

5

SF

(N

ON

-P

RO

TO

TY

PI

CA

L)

(4

2

Pr

op

os

ed

S

pa

ce

s)

50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R

.L.

F

F

F

WB-50 - Int

ermediate S

emi-Trailer

WB-50 - Intermediate Semi-Trailer

WB-50 - Intermediate Semi-Trailer

LOADING AREA

CARWASH

F.

F.

E.

=

1

00

.2

9

23

.5

'

X

42

'

-

98

7

SFTHREE NOTCH ROAD (ROUTE 235)

PRINCIPAL ARTERIAL

RIGHT-OF-WAY WIDTH VARIES

THREE NOTCH ROAD (ROUTE 235)

MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

MAP:43 GRID: 1 PARCEL: 418 N/F

TOP DOG PROPERTY MANAGEMENT, LLCDEED REF: 3500/686

PLAT REF: 70/73

TAX MAP: 43 GRID: 1 PARCEL: 652N/F

ALDRIDGE, INC.DEED REF: 3729/446

PLAT REF: 70/73



PLAT REF: 70/73

FIRC

EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

XX

XX

PROPOSED 7-11 F.F.E. = 101.27'

55.5' X 90' - 4,995 SF

(NON-PROTOTYPICAL)

(42 Proposed Spaces)

50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

F

F

F

LOADING AREA

CARWASH

F.F.E. = 100.29

23.5' X 42' - 987 SFTHREE NOTCH ROAD (ROUTE 235)

PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

MAP: 43 GRID: 1 PARCEL: 418 N/F


PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

LUGM PROJECT #??-???-?????

22606 THREE NOTCH ROAD (MD 235)TAX MAP: 43 GRID: 01 PARCEL: 332ZONING: MXM - MIXED USE-MEDIUM

03/04/20202019113.00

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Wilmington, NC

309 S. Governors Ave.Dover, DE 19904Ph. 302.734.7950

312 West Main St. Suite 300Salisbury, MD 21801

Ph. 410.546.9100

Salisbury, MD

www.beckermorgan.com

Fax 410.546.5824

Fax 302.734.7965

Dover, DE

AERNCGHIINTEEECRTIUN GRE

Fax 910.341.7506Ph. 910.341.7600

Wilmington, North Carolina 284033333 Jaeckle Drive, Suite 120

.PDF

SDB JAH

.

.

03/04/201 CONCEPT PLAN SUBMISSION TOST. MARY'S COUNTY

F:\AutoCAD\Projects\2019\201911300\DWG\2019113-SITE-C3D18-MD.dwg, Mar 03, 2020 - 6:30pm

DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020

MARK DATE DESCRIPTION

ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-001LAYER STATE:

C-001

LICENSE NUMBER:

EXPIRATION DATE:

I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND

3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1

10/14/192 FINAL PLAN REVISIONS FOR COUNTYAPPROVAL

7-ELEVENLUGM PROJECT #??-???-?????

CONCEPT SITE PLANLEXINGTON PARK

SAINT MARY'S COUNTY, MD2019113.00

TURNING TEMPLATE - WB-50SCALE: 1" = 100'

SITE DATA1.

1453 KEMPSVILLE ROADVIRGINIA BEACH, VA 23464

2.400 PENN CENTER BOULEVARD, BLDG. 4, SUITE 1000;PITTSBURGH, PA. 15235724-420-5367

3.312 W. MAIN ST., SUITE 300SALISBURY, MD. 21801410-546-9100

4.5.

LAND USE:6.7.8.9.10. 3.24 ACRES

14.FRONT:SIDE:REAR:

21.22.23.24.25.

VERTICAL: HORIZONTAL:

26.PROPOSED:

27.28.29.

PEAK DAILY FLOW:

OWNER OF RECORD: ODOM PROPERTIES, LLC.

EQUITABLE OWNER: PTV 1074, LLC.

ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC.

PROPERTY MAP NUMBER: 0043-01-0332ZONING CLASSIFICATION: EXISTING:

MIXED-USE MEDIUM INTENSITY

CMX - CORRIDOR MIXED USE (2016)

DEED SUMMARY: 03757-00352PLAT REFERENCE: 0070-0073PRESENT USE: RESTAURANTPROPOSED USE: FUEL SALESTOTAL SITE AREA:

SETBACKS: MXM - PRINCIPAL STRUCURE MINIMUM SETBACKS50 FT. (ARTERIAL ROADWAY - MD RT. 235)10 FT.20 FT.

SOURCE OF WATER: METCOM - EXISTING WATER MAIN CONNECTION ON SITESOURCE OF SEWER: METCOM - EXISTING PUMP STATION ON SITESOURCE OF GAS: WASHINGTON GAS - EXISTING SERVICE CONNECTION ON SITESOURCE OF ELECTRIC: SMECO (SOUTHERN MARYLAND ELECTRIC COOP)SURVEY BENCHMARK: BECKER MORGAN GROUP

MONUMENTATION: EXISTING:3 SET1 FOUND

TOTAL DISTURBED AREA: 2.36 ACRESBUILDING CONST. TYPE: TYPE IIbSANITARY SEWER FLOW: AVERAGE DAILY FLOW:

167 g.p.d.87 g.p.d.

NAVD88NAD83 (2011)

11. BUILDING: 4,995 S.F.PROPOSED BUILDING:ACCESSORY: 991 S.F.

12. EXISTING: 100,148.9891 S.F. (2.29 ACRES)IMPERVIOUS COVERAGE:PROPOSED: 76,347.2104 S.F. (1.75 ACRES)

13. CORRIDOR MIXED USE: FUEL SALESPARKING CALCULATIONS:4 PER 1,000 sq.ft. OF AREA INCLUDED IN FLOOR AREA RATIO CALCULATION = 25PROVIDED: 41HANDICAP PARKING SPACES: 2LOADING BERTHS: 1 REQUIRED/PROVIDED

15. BUFFER YARDS:

16. SIGNAGE FUTURE PERMIT SUBMISSION17. OUTDOOR LIGHTING: CZO § 61.318. MAXIMUM FOOTPRINT ON SITE: PERMITTED: 50,000 s.f.

PROPOSED: 5,982 s.f.19. BUILDING HEIGHT: PERMITTED: 100' MAX.

PROPOSED: 25' Maximum

SIDE:REAR:FRONT:

NORTHING: 227,284.1843'EASTING: 1,460,515.2387'ELEVATION: 102.16'

VICINITY MAPArcGIS Web Map: SCALE 1" = 2000'

SITE

30. FEMA FLOOD ZONE:

SHEET INDEXCOVER SHEETEXISTING CONDITIONS & DEMOLITION PLANPROPOSED SITE PLANPROPOSED UTILITIES PLAN

C-001C-101C-201C-301

PROPOSED GRADING PLANC-401EROSION & SEDIMENT CONTROL PLAN, NOTES & DETAILSC-501 - C-502LANDSCAPE PLANL-101

CONSULTANT CERTIFICATION

SIGNATURE MD LICENSE #

"I CERTIFY THAT THIS CONCEPT EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT PLANREPRESENTS ALL SIGNIFICANT NATURAL RESOURCES BASED ON MY PERSONAL KNOWLEDGE OF THE SITE, ANDTHAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE REQUIREMEENTS OF THE REVIEW AGENCIES. I HAVEREVIEWED THIS CONCEPT PLAN WITH THE OWNER/DEVELOPER."

#30331

03/04/2020PRINT NAME DATE

BASED ON FEMA FIRM PANEL 24037C0211F, DATEDNOVEMBER 19, 2014, THIS SITE AREA IS LOCATED INFLOOD ZONE X UNSHADED - AREA OF MINIMAL FLOODHAZARD

DESIGN FLOW: 200 g.p.d.

NONE REQUIREDNONE REQUIREDSTREET TREE REQUIREMENT - SEE LANDSCAPE PLAN

JEFFREY A. HARMAN

BENCH MARK: 1IRON ROD w/ CAP SETELEVATION: 102.16'N: 227,284.1843'E: 1,460,515.2387'

BENCH MARK: 2IRON ROD w/ CAP SETELEVATION: 105.83'N: 227,158.9999'E: 1,460,835.8079'

1" = 40'

MXM - MEDIUM INTENSITY MIXED-USE (SEPT. 2019)

VERTICAL: HORIZONTAL:

BECKER MORGAN GROUPNAVD88NAD83 (2011)

NORTHING: 227,158.9999'EASTING: 1,460,835.8079'ELEVATION: 105.83'

CONCEPT SITEPLAN -COVER SHEET

20. FLOOR AREA RATIO BASE:MAX:

17,424 per acre (0.40)21,780 per acre (0.50)

SUBDIVISION NAME/SITE PLAN NAME

PHASE

PLANNED START OF CONSTRUCTION DATE

PLANNED END OF CONSTRUCTION DATE

DWELLING UNITS

NON-RESIDENTIAL DEVELOPMENT SQUARE FOOTAGE

TOTAL TRIP GENERATION FROM RESIDENCES

TOTAL TRIP GENERATION FROM NON-RESIDENTIAL

DEVELOPMENT

SCHOOL POPULATION

ELEMENTARY

MIDDLE

HIGH

AVERAGE DAILY WATER USAGE

AVERAGE DAILY SEWAGE FLOW

FIRE SUPPRESSION WATER SUPPLY AND STORMWATER

MANAGEMENT.

BEF

OR

ED

EVEL

OPM

ENT

YEA

R 1

YEA

R 2

YEA

R 3

YEA

R 4

YEA

R 5

YEA

R 6

YEA

R 7

YEA

R 8

YEA

R 9

YEA

R 1

0

AT

BU

ILD

OU

T

7-ELEVEN - LEXINGTON PARK

SINGLE PHASE

10/01/2020

04/01/2021

SUMMARY INFORMATION ON DEVELOPMENT IMPACTS (SCHEDULE 70.5, ST. MARYS C.Z.O.)

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0

11,631 S.F.

1,305

0

?

?

5,982 S.F.

CONCEPT SWM E&S 1 OF 8

5,982 S.F.0 0 0 0 0 0 0 0 0

1,193 0 0 0 0 0 0 0 0 0 2,498

0 0 0 0 0 0 0 0 0 0 0

?

?

?

?

AutoCAD SHX TextMD STATE PLANE


X

XX

XX

XX

X

XX

X

PIV

15" C.M.P.

F.H.

W.V.

W.V.

F.H.

W.V

.

W.V.

T

15

15

15

15

15

15

15

15

15

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15" C.M.P.INV : 92.28'

INV : 94.97'

60" R.C.P.INV : 79.96'

60" R.C.P.INV : 83.14'

15

15

15

15

15

EX. C.B. :GRATE: 97.07'INV. OUT: 94.07'

EX. S.D. M.H.:RIM : 95.08'INV. OUT: 86.43'INV. IN: 86.98'

15

15



18

EX. C.B. :GRATE: 93.93'INV. OUT: 83.23'INV. IN: 83.33'

18

18

18

18

18

18



15

15

15

15

15

W.V.

UT

UT

UT

UT

UT

UT

UT

UT

12

1515

15


12" HDPEINV : 85.36'


15

15

15

15


42

42

42" R.C.P.INV : 73.17'

50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

UE

UE

UE

EX. C.B. :THROAT: 96.60'INV. OUT: 87.44'INV. IN/OUT: 86.79'

G.M

.


PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

105

105 100

95

10095

90

90

85

85

90

95

100

95

90

95

100

100

95

95

95

95

90

90

85

80

75

80

85

90

9085

80

95

95

95

100

100

100

100

100

100

102

103

104

105

100

100

99

100

99

98

98

99

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96

95

94

94

92

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94

96

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96

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97

97

101

100

98

101

98

92

96

99

98

98

98

100

9998

101

102

103

104

105

97

98

9694

9291

9396

9798

101102103

104

106

107108

107

98

98

99

96

93

94

96

94

92

93



PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

N 31

° 33'

12" E

56.8

3'

N 33

° 21'

55" E

41.4

3'

N 84° 41' 32" E

96.76'S 80° 09' 31" E78.56'

S 55° 51' 01" E132.86'

S 06° 17' 16" E

25.73'

S 72° 38' 43" E43.33'

S 25° 51' 55" E

82.38'

S 25

° 44'

54"

W

79.4

0'

S 20° 51' 13" E

52.88'

S 04° 47' 33" E

143.03'

N 89° 48' 25" W146.95'

N 25

° 44'

54"

E27

6.43

'

N 73° 14' 28" W

64.81'

N 72° 52' 39" W

55.40'

RADIUS: 2532.53'ARC LENGTH: 431.68'

CHD. BRG: N 72° 04' 01" WCHD. LENGTH: 284.58'

EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY



03/04/20202019113.00

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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-101LAYER STATE:

C-101

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


REMOVE EXISTING CONCRETE CURB & GUTTER.R-1R-2 REMOVE CONCRETE WHEEL STOPS (50 TOTAL). R-3 REMOVE/RELOCATE EXISTING FIRE HYDRANT. EXISTING MAIN TO BE CAPPED AT VALVE. COORDINATE WORK WITH METCOM.R-4R-5 REMOVE EXISTING PYLON SIGN.R-6 REMOVE EXISTING ABOVE/BELOW GRADE ROOF LEADER.R-7 REMOVE EXISTING CONCRETE SIDEWALK.R-8 REMOVE EXISTING BUILDING. SEE GENERAL DEMOLITION NOTE BELOW FOR FURTHER DETAIL.R-9

DEMOLITION CONSTRUCTION NOTES

R-10 REMOVE EXISTING STORM DRAIN CATCH BASIN AND PIPE.

C-PR-DEMO-C-NOTES.DWG

R-11 CONTRACTOR TO REMOVE EXISTING PIPE FROM CATCH BASIN & SEAL OPENING.R-12 TERMINATE EXISTING GRAVITY SEWER LATERAL AT PUMP STATION, LEAVING ADEQUATE PIPING FOR PROPOSED TIE-IN.R-13 DISCONNECT EXISTING PUMP STATION CONTROLS AND SUPPLY FROM MAIN. SERVICE PANEL TO BE REINSTALLED ON NEW

BUILDING. COORDINATE WORK WITH METCOM UTILITIES.

REMOVE EXISTING FDC STAND-PIPE AND LINE FROM BUILDING.

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-1

R-2

R-2

R-2

R-2

R-2

R-2

R-2

GENERAL DEMOLITION NOTES1. THE FOLLOWING ON-SITE FEATURES ARE TO BE REMOVED IN THEIR ENTIRETY:-- SITE SIGNAGE (PARKING, DIRECTIONAL, ETC.) (11 TOTAL).-- LIGHT POLES AND POLE BASES IF PRESENT (9 TOTAL).-- LANDSCAPING TREES (25 TOTAL).

2. DEMOLITION OF EXISTING BUILDING SHALL INCLUDE BUT IS NOT LIMITED TO ROOF, WALLS, PAD/SLAB, FOUNDATION,SUB-GRADE STONE. ALL ITEMS ARE TO BE REMOVED IN THEIR ENTIRETY.

R-3

R-4

R-5

R-5

R-6

R-7

R-7

R-7

R-7

R-7

R-7

R-7

R-1

R-1

R-7

R-8

R-8

R-6

R-6

R-7

R-7LIMIT OF CURB &SIDEWALK REMOVAL

LIMIT OF CURB &SIDEWALK REMOVAL

LIMIT OF CURBREMOVAL

LIMIT OF CURBREMOVAL

1" = 30'

R-9

R-9

R-9

R-9

R-9

R-9 R-9

R-9

R-9

SAW-CUT EXISTING PAVEMENT AND REMOVE AS SHOWN. ALL PAVING AND SUBBASE LAYERS ARE TO BE REMOVED INTHEIR ENTIRETY.

R-9

R-10

R-11

R-12

R-13

CONCEPT SITEPLAN -EXISTINGCONDITIONS &DEMOLITION PLAN

R-9

R-9



XX

X

XX

X

PROPOS

ED 7-11F.F.E. = 101.27' 55.5' X 90' - 4,995 SF

(NON-PROTOTYPICAL)


10

6

14

5

6

50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

LOADING AREA

R=51.0'

R=15.0'

R=51.0'

R=20.0'

R=5.0'

R=80.0'

R=37.0'

R=25.0'

R=25.0'

R=25.0'

R=5.0'

R=45.0'

R=25.0'

R=15.0'

R=15.0'

R=20.0'

R=68.0'R=10.0'

35'

35'

34'

30'

36'

14'

10'

10'

10'

23'

28'

20'

20'

20'

21'21'

20'

10'

10'

10'

10'

10'

20'

50'

28'

52'

36'

36'

29'

120'

CARWAS

HF.F.E. = 100.29 23.5' X 42' - 987 SF

64'


PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)



PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

N 31

° 33'

12" E

56.8

3'

N 33

° 21'

55" E

41.4

3'

N 84° 41' 32" E

96.76'S 80° 09' 31" E78.56'

S 55° 51' 01" E132.86'

S 06° 17' 16" E

25.73'

S 72° 38' 43" E43.33'

S 25° 51' 55" E

82.38'

S 25

° 44'

54"

W

79.4

0'

S 20° 51' 13" E

52.88'

S 04° 47' 33" E

143.03'

N 89° 48' 25" W146.95'

N 25

° 44'

54"

E27

6.43

'

N 73° 14' 28" W

64.81'

N 72° 52' 39" W

55.40'



EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY



03/04/20202019113.00

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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-201LAYER STATE:

C-201

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


G-4G-5

G-6G-7

G-1

G-3G-2

GENERAL CONSTRUCTION NOTES

PROPOSED MD-SHA STANDARD CURB & GUTTER TYPE "D" PER DETAIL 620.02.PROPOSED MD-SHA STANDARD CURB & GUTTER TYPE "A" PER DETAIL 620.02.

CLASS III CONCRETE PAVING. SEE DETAIL SHEET C-901.

PROPOSED 6" WIDE CONCRETE STAND-UP CURB. SEE DETAIL SHEET C-901.

CLASS I CONCRETE PAVING. SEE DETAIL SHEET C-901.

MILL/OVERLAY EXISTING ASPHALT PAVING. OVERLAY THICKNESS VARIES ACROSS SITE. SEE GRADING PLAN FOR DETAILS.

C-PR-SITE-C-NOTES.DWG

G-8 PROPOSED 3' CURB TRANSITION / TAPER, TYP. SEE GRADING PLANS FOR DETAIL.G-9 PROPOSED 6" PIPE BOLLARD. SEE DETAIL SHEET C-901.G-10 PROPOSED PYLON SIGN. SEE DETAILS - THIS SHEET.

T-2T-1

LOADING ZONE STRIPING - 4" SOLID WHITE BORDER, 4" SOLID WHITE DIAGONAL LINES @ 3' ON CENTER.PARKING STRIPING - 4" SOLID WHITE LINE.

INSTALL "STOP" SIGN. SEE DETAIL SHEET C-901.T-4 ROADWAY STRIPING - 18" PAINTED STOP BAR.T-5 INSTALL "NO PARKING - LOADING ZONE" SIGN. SEE DETAIL SHEET C-901.

T-3

T-6 ROADWAY STRIPING - DIRECTIONAL ARROW IN ACCORDANCE WITH MUTCD LATEST EDITION.T-7 ROADWAY STRIPING - 4" SOLID WHITE LINE.T-8

STRIPING & SIGNAGE CONSTRUCTION NOTES

ROADWAY STRIPING - DIRECTIONAL ARROW IN ACCORDANCE WITH MUTCD LATEST EDITION.T-9 ROADWAY STRIPING - DIRECTIONAL ARROW IN ACCORDANCE WITH MUTCD LATEST EDITION.T-10 ROADWAY STRIPING - 4" SOLID WHITE LINE.

C-PR-STRIPING-C-NOTES.DWG

G-11 ACCESSIBLE RAMP. SEE GRADING PLAN FOR DETAIL.G-12 PROPOSED DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS.G-13 FULL DEPTH PAVEMENT PER WASHINGTON COUNTY STANDARD PAVEMENT DETAIL 'B'. SEE DETAIL SHEET C-901.G-14 MILL & OVERLAY PAVEMENT PER WASHINGTON COUNTY STANDARD ROADWAY TIE-IN DETAIL. SEE DETAIL SHEET C-901.G-15 ASPHALT CURBING. SEE DETAIL SHEET C-901.G-16 TRANSITION CURB TYPE. SEE GRADING PLANS FOR DETAILS.

1" = 30'

G-3

G-1

G-1

G-1

G-2

G-3

G-3

G-3

G-3

G-3

G-3

G-3

G-3

G-3

G-4

G-4

G-4

G-4

G-4

G-4

G-4

G-4

G-4

G-4

FULL DEPTH ASPHALT PAVING. TO AVOID DIFFERENTIAL SETTLEMENT, SURFACING THICKNESS SHALL MATCH ADJACENTMILL/OVERLAY SECTION.

G-5

G-5

G-5

G-5G-5

G-5

G-5

G-5

G-5

G-5

G-2

G-6

G-6

G-6

G-6

G-7

G-7G-7

G-8

G-8

G-9

G-9G-9

G-10

G-11

G-11

G-12

G-5

G-5

G-5

G-5

CONCEPT SITEPLAN -SITE PLAN

T-1

T-1

T-1

T-1

T-1

T-1

T-2

T-3

T-4

T-5

T-5

T-4

T-6

T-6

T-6

T-8

G-8

G-8

G-3

G-3

G-3

T-6

T-6

T-6

T-6

T-6

T-6

T-6



XX

X

XX

X

PIV

15" C.M.P.

W.V.

W.V.

F.H.

W.V

.

W.V.

T

15

15

15

15

15

15

15

15

15

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15" C.M.P.INV : 92.28'

INV : 94.97'

60" R.C.P.INV : 79.96'

60" R.C.P.INV : 83.14'


15

15



18


18

18

18

18

18

18



15

15

15

15

15

W.V.

UT

UT

UT

UT

UT

UT

UT

UT

12

1515

15


12" HDPEINV : 85.36'


15

15

15

15


42

42

42" R.C.P.INV : 73.17'

PROPOS

ED 7-11F.F.E. = 101.27' 55.5' X 90' - 4,995 SF

(NON-PROTOTYPICAL)


50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

F

F

F

LOADING AREA

CARWAS

HF.F.E. = 100.29 23.5' X 42' - 987 SF


G.M

.

UE

UE

UE

UE

UE


PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

105

105 100

95

10095

90

90

85

85

90

95

100

95

90

95

100

100

95

95

95

95

90

90

85

80

75

80

85

90

9085

80

95

95

95

100

100

100

100

100

100

102

103

104

105

100

100

99

100

99

98

98

99

97

96

95

94

94

92

93

94

96

97

96

97

97

97

97

101

100

98

101

98

92

96

99

98

98

98

100

9998

101

102

103

104

105

97

98

9694

9291

9396

9798

101102103

104

106

107108

107

98

98

99

96

93

94

96

94

92

93

95 94

95

94

96

97

98

9999

9898

99

99

100

100

102

101

101

101

99

98

97

97

100

99

9998

100

101

98

99

98

100

100

100

100

101

100

100 99

104

105

100

100



PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

N 31

° 33'

12" E

56.8

3'

N 33

° 21'

55" E

41.4

3'

N 84° 41' 32" E

96.76'S 80° 09' 31" E78.56'

S 55° 51' 01" E132.86'

S 06° 17' 16" E

25.73'

S 72° 38' 43" E43.33'

S 25° 51' 55" E

82.38'

S 25

° 44'

54"

W

79.4

0'

S 20° 51' 13" E

52.88'

S 04° 47' 33" E

143.03'

N 89° 48' 25" W146.95'

N 25

° 44'

54"

E27

6.43

'

N 73° 14' 28" W

64.81'

N 72° 52' 39" W

55.40'



EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY



03/04/20202019113.00

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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-301LAYER STATE:

C-301

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


D-1 INSTALL STONE DIAPHRAGM PRE-TREATMENT. SEE DETAIL THIS SHEET.D-2 PROPOSED SUBMERGED GRAVEL WETLAND. SEE DETAIL THIS SHEET.D-3 INSTALL STONE LEVEL SPREADER AT PIPE OUTFALL. SEE DETAILS SHEET C-302 & C-303.

STORM SEWER CONSTRUCTION NOTESC-PR-U-SD-C-NOTES

SANITARY SEWER CONSTRUCTION NOTESS-1 CONNECT TO BUILDING SANITARY PIPING. SEE MEP PLANS FOR DETAILS.S-2

C-PR-U-SEWER-C-NOTES.DWG

E-1 CONNECT TO INTERNAL ELECTRICAL SYSTEMS. SEE MEP PLANS FOR DETAILS.E-2

ELECTRICAL CONSTRUCTION NOTESC-PR-U-ELEC-C-NOTES

DOMESTIC WATER SYSTEM CONSTRUCTION NOTES

W-2W-1

EXTEND EXISTING WATER SERVICE LINE TO PROPOSED BUILDING. COORDINATE WITH UTILITY PROVIDER.


PROPANE SYSTEM CONSTRUCTION NOTESG-1


CONNECT TO EXISTING GRAVITY SEWER LINE AT PUMP STATION. PROPOSED PIPE SLOPE SHOULD NOT BE LESS THAN 0.50%SLOPE.

CONNECT TO INTERNAL WATER SUPPLY SYSTEM. SEE MEP PLAN FOR DETAILS.

W-3 DIRECTIONAL DRILL NEW WATER MAIN BENEATH POINT LOOKOUT ROAD. W-4 CONNECT INSTALL NEW 1" WATER SERVICE LINE TO BUILDING.

GENERAL UTILITY NOTES:1. CONTRACTOR TO ONLY OPEN UP LENGTH OF TRENCH THAT CAN BE CONSTRUCTED AND BACKFILLED IN ONE WORKING DAY IN

PAVED AREAS.

2. CONTRACTOR TO PLACE EXCAVATED MATERIALS IN A DUMP TRUCK AND HAULED TO AN APPROVED LOCATION TO WASTEDMATERIALS TO PAVED.

3. CONTRACTOR TO BACKFILL TRENCH WITH APPROVED MATERIALS AND STABILIZE DISTURBED AREAS THE SAME WORKINGDAY.

4. IN AREAS WHERE THE CONSTRUCTION TAKES TO PLACE OUTSIDE OF THE EXISTING ROADBED, CONTRACTOR TO INSTALL SILTFENCE ALONG THE DOWNHILL SIDE OF THE TRENCH BEFORE BEGINNING CONSTRUCTION AND PLACE EXCAVATED MATERIALFROM THE TRENCH ON THE UPHILL SIDE.

5. IF DEWATERING OF THE TRENCH IS REQUIRED, CONTRACTOR TO PUMP WATER TO A FILTER BAG TO DEWATER.

6. CONTRACTOR TO SWEEP STREETS OF ANY DEBRIS OR SEDIMENTS CAUSED BY CONSTRUCTION OPERATIONS AND DISPOSEOF AT AN APPROVED LOCATION.

7. CONTRACTOR TO STABILIZE ALL DISTURBED AREAS WITH SEED & MULCH OR APPROPRIATE STREET REPAIR.

8. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF WATER QUALITY AT 240-313-2600, 72 HOURS IN ADVANCE OF INSTALLINGTHE SEWER CLEANOUT.

9. EXISTING WATER SERVICES LOCATED ON SITE ARE TO BE TERMINATED. THE CITY OF HAGERSTOWN REQUIRES THAT THESERVICES BE TERMINATED AT THEIR RESPECTIVE MAINS IN VIRGINIA AVENUE AND BOWER AVENUE. THE PROPERTY OWNERSHALL BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE TERMINATION. INCLUDING EXCAVATION, SHORING, BACKFILL,AND RESTORATION. THE CITY OF HAGERSTOWN SHALL BE RESPONSIBLE FOR PHYSICAL TERMINATION OF MAINS.

10. CONTRACTOR SHALL FIELD VERIFY CONDITION OF EXISTING CMP SECTIONS TO REMAIN WITHIN MD-SHA RIGHT-OF-WAY ANDNOTIFY ENGINEER IF CONDITIONS ARE INADEQUATE FOR PROPOSED REVISIONS (I.E., PIPE DAMAGED, BLOCKED, ETC.).

11. CONTRACTOR SHALL FIELD VERIFY CONDITION OF EXISTING CMP OUTFALL ON NORTH SIDE OF VIRGINIA AVENUE IS INSATISFACTORY CONDITIONS TO ALLOW FOR PROPER DRAINAGE FROM SITE AND CONTACT ENGINEER FOR DIRECTION IFFOUND INADEQUATE.

E-3 PROPOSED ELECTRICAL TRANSFORMER. SEE MEP PLANS FOR DETAILS.E-4 PROPOSED BUILDING MOUNTED SITE LIGHTING. SEE MEP PLANS FOR DETAILS.

S-3 INSTALL CONCRETE COLLAR & CAST IRON CLEANOUT CAP. SEE DETAIL SHEET C-306.

W-5 INSTALL WATER METER PER METCOM UTILITIES STANDARDS.

EXTEND EXISTING GAS SERVICE TO PROPOSED BUILDING. INSTALL NEW GAS METER. CONTRACTOR TO COORDINATE WORKWITH UTILITY PROVIDER.

S-4 CONNECT NEW 2" FORCEMAIN DIRECTLY TO EXISTING 8" FORCEMAIN.

W-6 CONNECT TO INTERNAL WATER SYSTEMS. SEE MEP PLANS FOR DETAILS.W-7 INSTALL NEW FIRE HYDRANT AT END OF WATER MAIN EXTENSION PER METCOM UTILITES STANDARDS.

S-5 RAISE EXISTING AIR RELEASE MANHOLE LID TO PROPOSED GRADE IN ACCORDANCE WITH METCOM UTILITIES STANDARDS.

1" = 30'

S-2

W-1

G-1

S-1

W-2

E-1

E-2

RELOCATE EXISTING PUMP STATION CONTROL PANEL. RE-CONNECT TO ELECTRICAL SUPPLY. COORDINATE WORK WITHMETCOM UTILITIES.

CONCEPT SITEPLAN -UTILITIES PLAN



XX

X

XX

X

PIV

15" C.M.P.

W.V.

W.V.

F.H.

W.V

.

W.V.

T

15

15

15

15

15

15

15

15

15

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15" C.M.P.INV : 92.28'

INV : 94.97'

60" R.C.P.INV : 79.96'

60" R.C.P.INV : 83.14'


15

15



18


18

18

18

18

18

18



15

15

15

15

15

W.V.

UT

UT

UT

UT

UT

UT

UT

UT

12

1515

15


12" HDPEINV : 85.36'


15

15

15

15


42

42

42" R.C.P.INV : 73.17'

PROPOS

ED 7-11F.F.E. = 101.27' 55.5' X 90' - 4,995 SF

(NON-PROTOTYPICAL)


50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

F

F

F

LOADING AREA

106.62'105.95'

T.C.B.C.

101.58'

99.42'

96.07'95.57'

T.C.B.C.

93.64'

93.95'

94.95'94.45'

T.C.B.C.

101.11'

102.37'

100.19'

99.76'

97.78'

98.34'

97.52'

97.25'

100.77' 99.39'

100.82'

98.91'

98.58'

98.15'

CARWAS

HF.F.E. = 100.29 23.5' X 42' - 987 SF


96.60'

97.06'

97.12'

97.93'

101.54'

97.35'

97.48'

97.32'

97.12'

97.23'

105.62'104.95'

T.C.B.C.

99.62'

99.13'

99.28'

99.34'

98.67'

100.54'

100.76'

97.77'

100.76'

97.76'

100.30'

99.88'

96.60'

98.30'

98.56'

94.40'

95.85'

96.82'97.08'

94.12'

94.95'

97.11'

103.30'

99.82'

101.61'

99.95'

99.83'

100.60'

99.92'

99.20'

99.71'

97.65'

98.54'

98.63'

100.67'

100.67'

100.67'

100.67'

100.67'

G.M

.

UE

UE

UE

UE

93.46'

94.23'

94.78'95.68'

96.65'96.92'

97.49'

96.95'

98.37'

98.39'

98.13'

97.54'

97.08'

97.21'

97.23'

97.65'

97.35'

98.17'98.96'

98.51'

100.37'

100.60'

100.57'

99.45'

99.16'

99.66'

99.78'

99.03'

99.11'

99.71'99.22'

102.20' 101.37'102.85'

101.41'

100.94'

UE


PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

105

105 100

95

10095

90

90

85

85

90

95

100

95

90

95

100

100

95

95

95

95

90

90

85

80

75

80

85

90

9085

80

95

95

95

100

100

100

100

100

100

102

103

104

105

100

100

99

100

99

98

98

99

97

96

95

94

94

92

93

94

96

97

96

97

97

97

97

101

100

98

101

98

92

96

99

98

98

98

100

9998

101

102

103

104

105

97

98

9694

9291

9396

9798

101102103

104

106

107108

107

98

98

99

96

93

94

96

94

92

93

95 94

95

94

96

97

98

9999

9898

99

99

100

100

102

101

101

101

99

98

97

97

100

99

9998

100

101

98

99

98

100

100

100

100

101

100

100 99

104

105

100

100



PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

N 31

° 33'

12" E

56.8

3'

N 33

° 21'

55" E

41.4

3'

N 84° 41' 32" E

96.76'S 80° 09' 31" E78.56'

S 55° 51' 01" E132.86'

S 06° 17' 16" E

25.73'

S 72° 38' 43" E43.33'

S 25° 51' 55" E

82.38'

S 25

° 44'

54"

W

79.4

0'

S 20° 51' 13" E

52.88'

S 04° 47' 33" E

143.03'

N 89° 48' 25" W146.95'

N 25

° 44'

54"

E27

6.43

'

N 73° 14' 28" W

64.81'

N 72° 52' 39" W

55.40'



EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY



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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-401LAYER STATE:

C-401

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


1" = 30'

CONCEPT SITEPLAN -GRADING PLAN



XX

X

XX

X

PIV

15" C.M.P.

W.V.

W.V.

F.H.

W.V

.

W.V.

T

15

15

15

15

15

15

15

15

15

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15" C.M.P.INV : 92.28'

INV : 94.97'

60" R.C.P.INV : 79.96'

60" R.C.P.INV : 83.14'


15

15



18


18

18

18

18

18

18



15

15

15

15

15

W.V.

UT

UT

UT

UT

UT

UT

UT

UT

12

1515

15


12" HDPEINV : 85.36'


15

15

15

15


42

42

42" R.C.P.INV : 73.17'

PROPOS

ED 7-11F.F.E. = 101.27' 55.5' X 90' - 4,995 SF

(NON-PROTOTYPICAL)


50' B.R.L.

50' B.R.L.

20' B

.R.L

.

20' B.R.L.

50' B

.R.L

.

30' B.R.L.

30' B.R.L.

20' B.R.L.

F

F

F

LOADING AREA

CARWAS

HF.F.E. = 100.29 23.5' X 42' - 987 SF


G.M

.

UE

UE

UE

UE

L.O

.D.

L.O

.D.

L.O

.D.

L.O.

D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O.D

.

L.O.D.

L.O.D

.

L.O.D

.

L.O.D

.

L.O.D.

L.O.D.

L.O.D.

L.O.D.

L.O

.D.

L.O

.D.

L.O.D.

L.O

.D.

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSFSSF

SSF

SSF

SSF

AGIP

SCE

SCE

SF SF

UE


PRINCIPAL ARTERIAL



PRINCIPAL ARTERIAL


MAJ

OR C

OLLE

CTOR

RIGH

T-OF

-WAY

WID

TH V

ARIE

S

MIL

LSTO

NE L

ANDI

NG R

D (C

O 26

9)

105

105 100

95

10095

90

90

85

85

90

95

100

95

90

95

100

100

95

95

95

95

90

90

85

80

75

80

85

90

9085

80

95

95

95

100

100

100

100

100

100

102

103

104

105

100

100

99

100

99

98

98

99

97

96

95

94

94

92

93

94

96

97

96

97

97

97

97

101

100

98

101

98

92

96

99

98

98

98

100

9998

101

102

103

104

105

97

98

9694

9291

9396

9798

101102103

104

106

107108

107

98

98

99

96

93

94

96

94

92

93

95 94

95

94

96

97

98

9999

9898

99

99

100

100

102

101

101

101

99

98

97

97

100

99

9998

100

101

98

99

98

100

100

100

100

101

100

100 99

104

105

100

100



PLAT REF: 70/73



PLAT REF: 70/73



PLAT REF: 70/73

FIRC

FCM

N 31

° 33'

12" E

56.8

3'

N 33

° 21'

55" E

41.4

3'

N 84° 41' 32" E

96.76'S 80° 09' 31" E78.56'

S 55° 51' 01" E132.86'

S 06° 17' 16" E

25.73'

S 72° 38' 43" E43.33'

S 25° 51' 55" E

82.38'

S 25

° 44'

54"

W

79.4

0'

S 20° 51' 13" E

52.88'

S 04° 47' 33" E

143.03'

N 89° 48' 25" W146.95'

N 25

° 44'

54"

E27

6.43

'

N 73° 14' 28" W

64.81'

N 72° 52' 39" W

55.40'



EX. S

WM

FACI

LITY

EX. S

WM

FACI

LITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY

EX. SWMFACILITY



03/04/20202019113.00

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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-501LAYER STATE:

C-501

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


1" = 30'

AT-GRADE INLET PROTECTION

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

AGIP

EROSION SEDIMENT CONTROL LEGEND

LIMIT OF DISTURBANCE L.O.D.

SF SF

SEQUENCE OF CONSTRUCTIONTHE OWNER/DEVELOPER OR REPRESENTATIVE IS TO CONTACT THE APPROPRIATEENFORCEMENT AUTHORITY OR ITS AGENT AT THE FOLLOWING STAGES OF THE PROJECT:

A. PRIOR TO THE START OF EARTH DISTURBANCE.B. PRIOR TO THE START OF ANOTHER PHASE OF CONSTRUCTION OR OPENING

OF ANOTHER GRADING UNIT.C. PRIOR TO THE REMOVAL OF SEDIMENT CONTROL PRACTICES.

1. OBTAIN ALL NECESSARY PERMITS.

2. CONTACT THE ST. MARY'S COUNTY SOIL CONSERVATION DISTRICT (301-475-8402 ext. 3) TOSCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 5 DAYS PRIOR TO COMMENCING ANYSITE WORK.

3. INSTALL PERIMETER PROTECTION (SILT FENCE & STABILIZED CONSTRUCTION ENTRANCE) ASSHOWN.

4. REMOVE EXISTING FEATURES PER DEMOLITION PLAN (PAVEMENT, UNDERGROUND UTILITIES,TREES/SHRUBS, ETC.)

5. ROUGH GRADE FOR BUILDING PAD AND UTILITY INSTALLATIONS.

6. CONSTRUCT BUILDING AND UTILITIES. NOTE THAT ALL CONTROLS SHALL BE INSTALLED IN ADOWNSTREAM TO UPSTREAM ORDER. DO NOT CONSTRUCT ANY IMPROVEMENTS PRIOR TOINSTALLATION OF DOWNSTREAM EROSION & SEDIMENT CONTROL PRACTICES. INSTALL INLETCONTROLS ON INLETS AS THEY ARE INSTALLED.

7. CONSTRUCT SITE IMPROVEMENTS WITHIN LIMITS OF SILT FENCE, INCLUDING BUT NOT LIMITEDTO CURBING, PARKING LOT, SIDEWALKS, STORMWATER PRACTICES, ETC.

8. UPON SUBSTANTIAL STABILIZATION OF THE SITE, (AT A MINIMUM: CONSTRUCTION OF BUILDINGFOUNDATIONS AND CONCRETE FLOOR, UNDERGROUND UTILITIES, CURBING, STONE BASE ANDASPHALT BASE) REMOVE PERIMETER SILT FENCE ADJACENT TO ROADWAYS AND CONSTRUCTROAD IMPROVEMENTS. ROAD BASE BOXED OUT SHALL BE STABILIZED BY THE END OF EACHWORK DAY WITH COMPACTED AGGREGATE. DO NOT LEAVE SOIL EXPOSED. CONSTRUCTCURBING, SIDEWALKS AND PERFORM BASE PAVING. ALL OTHER SILT FENCING AND SEDIMENTCONTROLS TO REMAIN.

9. COMPLETE SITE WORK SUCH AS SIGNAGE, PAVEMENT STRIPING, ETC.

10. STABILIZATION SHALL BE APPROVED BY THE ST. MARY'S COUNTY SOIL CONSERVATIONDISTRICT INSPECTOR AND MUST INCLUDE AT A MINIMUM THE BASE PAVEMENT OF PARKINGLOTS AND ESTABLISHMENT OF 75% STAND OF GRASS IN LAWN AREAS AND INSTALLATION OFPLANTINGS AND MULCHED BEDS IN LANDSCAPED AREAS.

11. UPON COMPLETION OF CONSTRUCTION AND APPROVAL BY ST. MARY'S COUNTY SOILCONSERVATION DISTRICT, REMOVE ALL EROSION AND SEDIMENT CONTROLS. ORDER OFREMOVAL SHALL BE BASED UPON AN UPSTREAM TO DOWNSTREAM ORDER AND SHALL NOTCOMMENCE WITHOUT THE PRE-APPROVAL OF THE ST. MARY'S COUNTY SOIL CONSERVATIONDISTRICT INSPECTOR FOR EACH COMPONENT.

12. STABILIZE ALL AREAS DISTURBED BY REMOVAL OF EROSION AND SEDIMENT.

SUPER SILT FENCE SSF SSF

CONCEPT SITEPLAN -EROSION &SEDIMENTCONTROL PLAN





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Wilmington, NC



Ph. 410.546.9100

Salisbury, MD


Fax 410.546.5824

Fax 302.734.7965

Dover, DE


Fax 910.341.7506Ph. 910.341.7600


.PDF

SDB JAH

.

.



DRAWN BY:

DATE:PROJECT NO.:

COPYRIGHT 2020


ISSUE BLOCK

PROJECT TITLE

SHEET TITLE

SCALE:

SHEET

PROJ. MGR.:

C-502LAYER STATE:

C-502

LICENSE NUMBER:

EXPIRATION DATE:


3033109/23/20

JAH

STAT

E OF MARYLAND

PROFESSIONAL ENGINE

ER

JEFF

REY A. HARMAN

Lic. No. 3033

1


1" = 30'

CONCEPT SITEPLAN -EROSION &SEDIMENTCONTROL PLAN

EROSION & SEDIMENT CONTROL NOTES:

TEMPORARY SEEDING SUMMARY

HARDINESS ZONE (FROM FIGURE B.3):SEED MIXTURE (FROM TABLE B.1):

ANNUAL RYEGRASS

SPECIES

1

NO.APPLICATION

40

RATE (lb/ac)(10-20-20)

(10 lb/1000 sf)2/15 TO 4/308/15 TO 11/30

SEEDINGDEPTHS

(90 lb/1000 sf)436 lb/ac 2 ton/ac

FERTILIZERLIME RATERATE

7A

SEEDINGDATES

1/2"

PERMANENT SEEDING SUMMARY

HARDINESS ZONE (FROM FIGURE B.3):SEED MIXTURE (FROM TABLE B.3):

TALL FESCUE

SPECIES

8

NO.APPLICATION

100

RATE (lb/ac)

(10-20-20)

2/15 TO 4/305/1 TO 5/31

SEEDINGDEPTHS

(90 lb/1000 sf)2 ton/ac

FERTILIZER RATE

LIME RATE

7A

SEEDINGDATES

1/4" - 1/2"

N

45 lbs per acre(1.0 lb/1000sf)



P2O5 K2O

TALL FESCUE9

60 2/15 TO 4/305/1 TO 5/31 (90 lb/1000 sf)

2 ton/ac1/4" - 1/2"45 lbs per acre(1.0 lb/1000sf)


90 lbs per acre(2.0 lb/1000sf)KENTUCKY BLUEGRASS 40PERENNIAL RYEGRASS 20

HARD FESCUE9

40 2/15 TO 4/305/1 TO 5/31 (90 lb/1000 sf)

2 ton/ac1/4" - 1/2"45 lbs per acre(1.0 lb/1000sf)


90 lbs per acre(2.0 lb/1000sf)KENTUCKY BLUEGRASS 40PERENNIAL RYEGRASS 20

17. THE OWNER/DEVELOPER OR REPRESENTATIVE IS TO CONTACT THE APPROPRIATE ENFORCEMENT AUTHORITY OR ITS AGENT AT THE FOLLOWING STAGES OF THE PROJECT:A. PRIOR TO THE START OF EARTH DISTURBANCE.B. UPON COMPLETION OF THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.C. PRIOR TO THE START OF ANOTHER PHASE OF CONSTRUCTION OR OPENING OF ANOTHER GRADING UNIT.D. PRIOR TO THE REMOVAL OF SEDIMENT CONTROL PRACTICES.

18. CONTRACTOR SHALL CONTACT THE ST. MARY'S COUNTY SOIL CONSERVATION DISTRICT SITE INSPECTOR FOR APPROVAL OF ANY MINOR REVISIONS TO THIS SITE PLAN A MINIMUM OF 5 DAYS PRIOR TO MAKINGFIELD CHANGES. ANY MAJOR CHANGE TO THESE PLANS WILL REQUIRE REVISED DRAWINGS BE SUBMITTED AND APPROVED.

19. FOR DEWATERING SMALL TEMPORARY EXCAVATIONS, THE CONTRACTOR MAY OPT TO INSTALL EITHER A TEMPORARY PUMPING PIT AND STILLING BASIN OR USE A SILT BAG DEVICE TO REMOVE SEDIMENTS FROMTHE PUMPED WATER.

20. SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS SHALL BE IN ACCORDANCE WITH SECTION B-4-2 OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENTCONTROL".

21. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH SECTION H-5 OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".22. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR

SOIL EROSION & SEDIMENT CONTROL.23. APPROVED PLANS REMAIN VALID FOR 2 YEARS FROM THE DATE OF APPROVAL, EXCEPT SURFACE MINES AND LANDFILL PLANS WHICH REMAIN VALID FOR 5 YEARS FROM THE DATE OF APPROVAL UNLESS

SPECIFICALLY EXTENDED OR RENEWED BY THE APPROVAL AUTHORITY.24. A MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) NOTICE OF INTENT (NOI) GENERAL PERMIT FOR CONSTRUCTION ACTIVITY IS REQUIRED FOR ALL CONSTRUCTION ACTIVITY IN MARYLAND WITH A PLANNED

TOTAL DISTURBANCE OF 1 ACRE OR MORE. 25. AS MANDATED BY THE NOTICE OF INTENT (NOI) GENERAL PERMIT ISSUED BY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE), AN INSPECTION MUST BE PERFORMED ONSITE OF ALL SEDIMENT

CONTROLS ON A WEEKLY BASIS AND AFTER EVERY RAINFALL EVENT. ALL SELF INSPECTIONS MUST BE MAINTAINED ALONG WITH ALL APPLICABLE GOVERNING AGENCY INSPECTION REPORTS IN A LOG BOOK, TOBE KEPT ONSITE AT ALL TIMES.

26. MODIFICATIONS TO AN APPROVED PLAN MAY BE REQUESTED BY THE OWNER/DEVELOPER OR REQUIRED BY THE APPROVAL OR ENFORCEMENT AUTHORITY. MODIFICATION OF AN APPROVED PLAN MUST BE MADEIN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL CRITERIA CONTAINED IN THE STANDARD AND/OR AS DIRECTED BY THE ENFORCEMENT AUTHORITY. IF THE APPROVED PLAN NEEDS TO BE MODIFIED,ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED.

GENERAL EROSION & SEDIMENT CONTROL NOTES:1. A PRE-CONSTRUCTION MEETING, INTERIM (WATER QUALITY) INSPECTION, AND A FINAL SITE

CLOSE OUT REVIEW ARE REQUIRED FOR ALL PROJECTS WITH SOIL DISTURBANCES GREATERTHAN 15,000 SQUARE FEET OR 500 CUBIC YARDS OF CUT OR FILL. CONTACT THE ST. MARY'SCOUNTY SOIL CONSERVATION DISTRICT AT 301-475-8402, EXT. 3 TO SCHEDULE THE REQUIREDMEETING OR INSPECTION.

2. ALL SOIL EROSION/SEDIMENT CONTROL MEASURES SHALL COMPLY WITH THE “2011 MARYLANDSTANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL” AND THEPROVISIONS OF THE APPROVED PLAN.

3. ALL GRADING AND STABILIZATION SHALL COMPLY WITH THE “2011 MARYLAND STANDARDS ANDSPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL”, “SECTION B – GRADING ANDSTABILIZATION” AND THE PROVISIONS OF THE APPROVED PLAN.

4. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES (BMP’S) ARE TO BE CONSTRUCTEDAND/OR INSTALLED PRIOR TO OR AT THE INITIATION OF GRADING IN ACCORDANCEWITH “2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENTCONTROL”, AND THE APPROVED PLAN.

5. A GRADING UNIT IS THE MAXIMUM CONTIGUOUS AREA ALLOWED TO BE GRADED AT A GIVENTIME AND IS LIMITED TO 20 ACRES. WORK MAY PROCEED TO A SUBSEQUENT GRADING UNITWHEN AT LEAST 50 PERCENT OF THE DISTURBED AREA IN THE PRECEDING GRADING UNIT HASBEEN STABILIZED AND APPROVED BY THE ENFORCEMENT AUTHORITY AND/OR THE ST. MARY'SCOUNTY SOIL CONSERVATION DISTRICT (APPROVAL AUTHORITY). UNLESS OTHERWISESPECIFIED AND APPROVED BY THE APPROVAL AUTHORITY, NO MORE THAN 30 ACRESCUMULATIVELY MAY BE DISTURBED AT A GIVEN TIME.

6. FOR INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, TEMPORARY OR PERMANENTSTABILIZATION MUST BE COMPLETED WITHIN:

a) THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZ TO 1 VERT. (3:1);

ANDb) SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

7. STOCKPILES MUST BE STABILIZED IN ACCORDANCE WITHIN THE 7 DAY STABILIZATIONREQUIREMENT, AS WELL AS, STANDARD B-4-1 INCREMENTAL STABILIZATION AND STANDARDB-4-4 TEMPORARY STABILIZATION (AS APPLICABLE).

8. ALL CONSTRUCTED CHANNELS AND SWALES SHALL HAVE SPECIFIED TREATMENT INSTALLEDTO THE DESIGN FLOW DEPTH COMPLETED DOWNSTREAM TO UPSTREAM AS CONSTRUCTIONPROGRESSES. AN INSTALLATION DETAIL SHALL BE SHOWN ON THE PLANS.

9. ALL STORM DRAIN AND SANITARY SEWER LINES NOT IN PAVED AREAS ARE TO BE MULCHEDAND SEEDED WITHIN 3 DAYS OF INITIAL BACKFILL UNLESS OTHERWISE SPECIFIED ON PLANS.ELECTRIC POWER, TELEPHONE, AND GAS LINES ARE TO BE COMPACTED, SEEDED, ANDMULCHED WITHIN 3 DAYS AFTER INITIAL BACKFILL UNLESS OTHERWISE SPECIFIED ON PLANS.

10. NO SLOPE SHALL BE GREATER THAN 2:1.

11. AS REQUIRED BY SECTION B, OF THE MARYLAND STANDARDS AND SPECIFICATIONS FOR SOILEROSION AND SEDIMENT CONTROL, “ADEQUATE VEGETATIVE STABILIZATION”, IS DEFINEDAS 95 PERCENT GROUND COVER. THE WASHINGTON COUNTY SOIL CONSERVATION DISTRICTREQUIRES THE PROJECT ADHERE TO THIS FOR SCHEDULING OF THE FINAL SITE CLOSEOUTREVIEW, AND/OR RELEASE OF THE SITE FOR SOIL EROSION AND SEDIMENT CONTROL.

12. TEMPORARY SEEDING SHALL BE IN COMPLIANCE WITH SECTION B-4-4, STANDARDS ANDSPECIFICATIONS FOR TEMPORARY STABILIZATION, OF THE 2011 MARYLAND STANDARDS FORSOIL EROSION AND SEDIMENT CONTROL.

13. PERMANENT SEEDING SHALL BE IN COMPLIANCE WITH SECTION B-4-5, STANDARDS ANDSPECIFICATIONS FOR PERMANENT STABILIZATION, OF THE 2011 MARYLAND STANDARDS FORSOIL EROSION AND SEDIMENT CONTROL.

FOR SITES 1.0 ACRE OR MORE, THE FOLLOWING ARE REQUIRED:

A. MARYLAND DEPARTMENT OF THE ENVIRONMENT, GENERAL PERMIT FOR STORMWATERASSOCIATED WITH A CONSTRUCTION ACTIVITY, NPDES PERMIT NUMBER MDRC, STATEDISCHARGE PERMIT NUMBER 14GP, OR AN INDIVIDUAL PERMIT.

B. THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL PERMIT "NOTICE OFINTENT" (NOI)) APPLICATION AND PERMIT SHALL BE POSTED AND/OR AVAILABLE ON-SITE AT ALLTIMES. DURING CONSTRUCTION, ALL SOIL EROSION AND SEDIMENT CONTROLPRACTICES (BMP’S) SHALL BE INSPECTED AND RECORDED ON THE “STANDARD INSPECTIONFORM”, “GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY” PERTHE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL PERMIT "NOTICE OFINTENT" (NOI)).

C. FOLLOWING CONSTRUCTION AND RELEASE OF THE SITE FOR SOIL EROSION AND SEDIMENTCONTROL BY THE ST. MAY'S COUNTY SOIL CONSERVATION DISTRICT, I.E., ALL PORTIONS OF ASITE HAVE BEEN PERMANENTLY STABILIZED, AND ALL STORMWATER DISCHARGES FROMCONSTRUCTION SITES THAT ARE AUTHORIZED BY THE PERMIT ARE ELIMINATED, THEAUTHORIZED PERMITTEE SHALL SUBMIT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT,GENERAL/INDIVIDUAL PERMIT "NOTICE OF TERMINATION" (NOT).

1. PRIOR TO THE START OF WORK, THE CONTRACTOR IS TO OBTAIN MDE AND ST. MARY'S COUNTY SOIL CONSERVATION DISTRICT APPROVAL OF ANY PROPOSED PLAN CHANGES AND SEQUENCE OF CONSTRUCTION,SPECIFICALLY RELATING TO INSTALLATION, INSPECTION, MAINTENANCE AND REMOVAL.

2. SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEGETATIVE COVER, OR WITH THE PERMISSION OF THE ST. MARY'S COUNTY SEDIMENT CONTROLINSPECTOR.

3. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO AN APPROVED SEDIMENT TRAPPING MEASURE PRIOR TO RELEASE FROM THE SITE.4. ALL TEMPORARY STOCKPILES ARE TO BE LOCATED WITHIN AREAS PROTECTED BY SEDIMENT CONTROL MEASURES, AND ARE TO BE TEMPORARILY STABILIZED.5. ALL SEDIMENT CONTROL DIKES, SWALES, BASINS AND FLOW LINES TO BASINS WILL BE TEMPORARILY SEEDED IMMEDIATELY UPON INSTALLATION TO REDUCE THE CONTRIBUTION TO SEDIMENT LOADING.6. DISPOSAL OF EXCESS EARTH MATERIALS ON STATE OR FEDERAL PROPERTY REQUIRES MDE APPROVAL, OTHERWISE MATERIALS ARE TO BE DISPOSED OF AT A LOCATION APPROVED BY THE LOCAL AUTHORITY.7. TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AS PER THE APPROVED PLAN PRIOR TO GRADING OPERATIONS. LOCATION ADJUSTMENTS ARE TO BE MADE IN

THE FIELD AS NECESSARY. THE MINIMUM AREA PRACTICAL SHALL BE DISTURBED FOR THE MINIMUM POSSIBLE TIME.8. IF GRADING IS COMPLETED OUT OF A SEEDING SEASON, GRADED AREAS ARE TO BE TEMPORARILY STABILIZED BY MULCH AND MULCH ANCHORING. MULCH MATERIAL SHALL BE UNWEATHERED, UNCHOPPED

SMALL GRAIN STRAW SPREAD AT THE RATE OF 1 1/2 TO 2 TONS PER ACRE. MULCH ANCHORING TO BE ACCOMPLISHED BY AN APPROVED METHOD, USE OF A MULCH ANCHORING TOOL IS RECOMMENDED WHEREPOSSIBLE.

9. IMPLEMENTATION OF THE SEDIMENT CONTROL PLAN SHALL BE IN ACCORDANCE WITH "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".10. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE APPROVED PLAN, AND ALL OTHER MEASURES NECESSARY TO CONTROL, FILTER, OR PREVENT SEDIMENT FROM LEAVING

THE SITE.11. IN CASE WHERE STORMWATER MANAGEMENT STRUCTURES ARE A PART OF SITE DEVELOPMENT, REMOVAL OF SEDIMENT CONTROL STRUCTURES MAY NOT BE ACCOMPLISHED BEFORE THE CONTRIBUTING

DRAINAGE AREA TO THE STORMWATER MANAGEMENT STRUCTURE IS STABILIZED.12. ON SITES WHERE INFILTRATION TECHNIQUES ARE UTILIZED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BE TAKEN TO PREVENT ALL RUNOFF FROM ENTERING THE STRUCTURE DURING

CONSTRUCTION.13. SEDIMENT CONTROL FOR CONSTRUCTION IN AREAS OUTSIDE OF DESIGNED CONTROLS:

(A) EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.(B) IMMEDIATELY FOLLOWING PIPE INSTALLATION THE TRENCH SHALL BE BACKFILLED, COMPACTED AND STABILIZED AT THE END OF EACH WORKING DAY.(C) TEMPORARY SILT FENCE OR STRAW BALE DIKES SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED LONGER THAN ONE WORKING DAY.(D) REMOVE ONLY LENGTH OF SIDEWALK THAT CAN BE REPLACED DURING THE SAME WORKING DAY.

14. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC WAYS.15. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, DETAILS OF TEMPORARY OR PERMANENT STABILIZATION SHALL BE COMPLETED AS FOLLOWS:

(A) WITHIN THREE CALENDAR DAYS ON ALL SURFACES OF PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1). (B) WITHIN SEVEN DAYS FOLLOWING FINAL GRADING, ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT WILL BE PERMANENTLY STABILIZED BY SEEDING OR MULCH. PERMANENT MULCH CAN INCLUDE

BUT IS NOT LIMITED TO STONE, GRAVEL, BLACKTOP, OR CONCRETE SURFACING.

THE REQUIREMENTS OF SECTION B-4 (VEGETATIVE STABILIZATION) DO NOT APPLY TO THOSE AREAS WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSEAREAS ON WHICH ACTUAL CONSTRUCTION ACTIVITIES ARE CURRENTLY BEING PERFORMED OR TO INTERIOR AREAS OF A SURFACE MINE SITE WHERE THE STABILIZATION MATERIAL WOULD CONTAMINATE THERECOVERABLE RESOURCE. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT THE STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF THE "2011 MARYLANDSTANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".

16. STABILIZATION OF ALL DISTURBED AREAS ARE TO MEET THE REQUIREMENTS OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL - SECTION B-4 VEGETATIVESTABLIZATION".

DETAIL B-1 STABILIZED CONSTRUCTIONENTRANCE

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DETAIL E-3 SUPER SILTFENCE

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AutoCAD SHX Text%%uPROFILE%%u

AutoCAD SHX TextEXISTING PAVEMENT

AutoCAD SHX TextEARTH FILL

AutoCAD SHX TextPIPE (SEE NOTE 6)

AutoCAD SHX Text5:1

AutoCAD SHX Text5:1

AutoCAD SHX Text%%uPLAN VIEW%%u

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX TextWIDTH

AutoCAD SHX Text10 FT MIN.



AutoCAD SHX TextMOUNTABLE BERM (6 IN MIN.)

AutoCAD SHX Text3 FT

AutoCAD SHX TextEDGE OF EXISTINGPAVEMENT


AutoCAD SHX Text50 FT MIN. LENGTH *

AutoCAD SHX TextSCE

AutoCAD SHX TextMIN. 6 IN OF 2 TO 3 IN AGGREGATE OVER LENGTH AND WIDTH OF ENTRANCE

AutoCAD SHX TextNONWOVEN GEOTEXTILE

AutoCAD SHX TextCONSTRUCTION SPECIFICATIONS 1. PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30 FEET FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET MINIMUM AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 2. PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE AS SPECIFIED ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS NOT LOCATED AT A HIGH SPOT. 3. PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS. PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS. 4. PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE (WITHOUT REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE. 5. MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS DIRECTED TO AN APPROVED SEDIMENT CONTROL PRACTICE.

AutoCAD SHX TextSTANDARD SYMBOL

AutoCAD SHX TextMARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION

AutoCAD SHX TextMARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL

AutoCAD SHX Text20111

AutoCAD SHX TextU.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE










AutoCAD SHX TextFLOW

AutoCAD SHX TextPOSTS

AutoCAD SHX Text%%uCROSS SECTION%%u

AutoCAD SHX Text%%UELEVATION

AutoCAD SHX TextSTEP 1


AutoCAD SHX TextUNDISTURBED GROUND

AutoCAD SHX Text8 IN MIN. DEPTH INTO GROUND

AutoCAD SHX TextFENCE POST DRIVEN A MIN. OF 16 IN INTO THE GROUND

AutoCAD SHX TextJOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW)

AutoCAD SHX Text6 FT MAX. CENTER TO CENTER

AutoCAD SHX Text36 IN MIN. FENCE POST LENGTH DRIVEN MIN. 16 IN INTO GROUND

AutoCAD SHX Text36 IN MIN. FENCE POST LENGTH


AutoCAD SHX TextSTAPLE

AutoCAD SHX Text1 OF 2

AutoCAD SHX Text2 OF 2

AutoCAD SHX TextSF

AutoCAD SHX TextFENCE POST 18 IN MIN. ABOVE GROUND

AutoCAD SHX TextTWIST POSTS TOGETHER








AutoCAD SHX Text16 IN MIN. HEIGHT OF WOVEN SLIT FILM GEOTEXTILE

AutoCAD SHX TextWOVEN SLIT FILM GEOTEXTILE

AutoCAD SHX TextEMBED GEOTEXTILE MIN. OF 8 IN VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF GEOTEXTILE.

AutoCAD SHX TextCONSTRUCTION SPECIFICATIONS 1. USE WOOD POSTS 1 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS USE WOOD POSTS 1 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS 34 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS 34 ± 116 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. 2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. 3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. 4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS. 5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC. 6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVE

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