Drawing_-_Bldg_544_Parking_-_2016-05-26.pdf

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Repair and Construct 2 Parking Lots
Solicitation number
W912GY16B0007
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Drawing 544

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Text version

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78910

11121314

17181920

M3 M2 M1

A South Rd

S t a n d a r d a s t

A South Rd

Storm Drain Culverts

Stop Sign

Fire Hydrant

& Bollards

Fire Hydrant

& Bollards

Object Markers

Object Markers

RR Sign

Local one call center = 1 (800) 227-2600

Know what's below.

Call before you dig.

Scale: 1"=120'

60 120 240 360

I n i t i a l

S u b m i t t a l

R e v i s i o n

V e r s i o n C o n c e p t u a l

PARKING LOT GRADING

SEE SHEET 2

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S i t e

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EP 4022.40±

EP 4020.88±

EP 4020.16±

EP 4023.65±

EP 4023.66±

1.5%

±1.5%

±1.5%

EP 4023.41±

FG 4022.78

FG 4023.05

1.6%

EP 4020.05±

Elevations Table

Number

Minimum Elevation

-1.00

0.00

1.00

2.00

3.00

Maximum Elevation

0.00

1.00

2.00

3.00

4.00

Area

136.60

2709.26

3235.13

5337.46

46.05

Color

Stop Sign

Object Markers

Fire Hydrant

& Bollards

Water Valve

156'-8"

11'-2"

2'-3"

18' 10'

FG 4020.94

EG 4018.3±

FG 4020.82

EG 4018.1±

FG 4020.19

EG 4020.1±

FG 4020.44

EG 4019.6±

FG 4020.64

EG 4018.0±

FG 4021.30

EG 4020.8±

Local one call center = 1 (800) 227-2600

Know what's below.

Call before you dig.

Scale: 1"=20'

10 20 40 60

SEE SHEET 1 FOR HARDSTAND

SEE SHEET 3 FOR FUTURE GRADING

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Local one call center = 1 (800) 227-2600

Know what's below.

Call before you dig.

Storm Water Pollution Prevention Plan

Control Name BMP # Legend

Soil Binders EC-4

Gravel / Paving EC-7

Revegetation EC-8

Compost Filter Socks SC-1

Entrance & Exit SC-8

Tire Wash SC-9

SD Inlet Protection DP-2

Street Sweeping GM-5

Material Storage GM-10

Surface Flow Direction

SWEEP

MS

Overall Area For Impermeability

Calculations Limits of Clearing

=9.40+/- Acres

Global Positioning

Lat = 40°09'44.5" N = 40.16236°

Lon = 120°8'26.5" W = -120.14069°

Original Average Impermeability = 40%

Roadway Area (90%) = 0.25+/- Acres

. Hardstand Area (80%) = 0.00+/- Acres .

Increased Impermeability = 0.25+/- Acres

New Average Impermeability = 71%

Existing Proposed

Qualified SWPPP Developer

Terry Lee White

C38939

LIMITS OF CLEARING

SWEEP

Overall Future Area

Limits of Clearing

=0.4+/- Acres

LIMITS OF CLEARING

Scale: 1"=20'

10 20 40 60

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T e r r y L e e W h i t

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