Am_0001-Drawings.pdf

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WITH EXCEL ENERGY FOR RELOCATION

PROPOSED STORM DRAIN PIPE, COORDINATE

EXISTING GAS LINE. IF IN CONFLICT WITH

CONTRACTOR SHALL VERIFY LOCATION OF

SEE SHEET CG502

INFILTRATION BASIN

IN KIND

CONSTRUCTION AND REPLACE

NECESSARY FOR STORM DRAIN

REMOVE PORTION OF TRAIL

SIDE SLOPES

10' DITCH W/ 10:1 H:V

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

FFE = 869.20

GAR DOOR = 867.89

FFE = 871.19

GAR DOOR = 869.88

FFE = 874.31

GAR DOOR = 873.00

FFE = 877.34

GAR DOOR = 876.03

FFE = 872.88

GAR DOOR = 871.57

FFE = 868.22

GAR DOOR = 866.91

IN17

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N 722,936.74

E 1,777,870.20

866.88

869.10

N 722,845.30

E 1,777,958.92

866.25 N 722,769.18

E 1,777,762.74

871.00

N 722,698.11

E 1,777,868.03

0 3

5+

6+

73.81

74.48

75.08

74.41

71.0

69.0

S D

S D

SD

S D

S D

SD6

SD8

S D

S D

S D

SD11

S D

SD

S D

S D

S D

MATCH

MATCH

MATCH

KEY PLAN SCALE: 1" = 600'

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...\FM\FM78\40000 Design Products\CAD_BIM\_Sheets\GRADING PLAN - AREA 101 - Base

12:33:37 PM 3/7/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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CG101A

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SCALE: 1" = 30-0"

30' 60'0

LEGEND:

MATCH

MAJOR CONTOUR

MINOR CONTOUR

EXISTING CONTOUR

MATCH ADJACENT GRADE

8. SEE SHEET CG501 FOR STORM DRAIN DETAILS.

OF 800.00'.

7. ANY SPOT ELEVATIONS ARE ADDED TO A BASE ELEVATION

ANY DISCREPANCIES ARE PRESENT.

BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED

SEEDED.

AND SEEDED. SEE LANDSCAPE PLAN FOR AREAS TO BE

OTHERWISE SURFACED SHALL BE TOPSOILED (6 INCHES)

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT

STRIPPED TO A DEPTH OF 6 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE

REFER TO MEAN SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS

OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS

OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS

NOTE:

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/7 /2

P

T R

IO

T P

A S S

R E V E

IL

LE

R

O A D

CB

WITH EXCEL ENERGY FOR RELOCATION

PROPOSED STORM DRAIN PIPE, COORDINATE

EXISTING GAS LINE. IF IN CONFLICT WITH

CONTRACTOR SHALL VERIFY LOCATION OF

SEE SHEET CG502

INFILTRATION BASIN

IN KIND

CONSTRUCTION AND REPLACE

NECESSARY FOR STORM DRAIN

REMOVE PORTION OF TRAIL

SIDE SLOPES

10' DITCH W/ 10:1 H:V

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

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R

IP

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2 3 4 5 6 7 8 9 10

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A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

FFE = 869.20

GAR DOOR = 867.89

FFE = 871.19

GAR DOOR = 869.88

FFE = 874.31

GAR DOOR = 873.00

FFE = 877.34

GAR DOOR = 876.03

FFE = 872.88

GAR DOOR = 871.57

FFE = 868.22

GAR DOOR = 866.91

IN17

IN8

IN16

IN2

IN3

IN5

IN6

IN7

IN9

IN15

IN13

IN12

IN11

IN10

IN4

SD17

866.25 N 722,769.18

E 1,777,762.74

N 722,936.74

E 1,777,870.20

866.88

869.10

N 722,845.30

E 1,777,958.92

871.00

N 722,698.11

E 1,777,868.03

FFE = 869.20

GAR DOOR = 867.89

FFE = 871.19

GAR DOOR = 869.88

FFE = 874.31

GAR DOOR = 873.00

FFE = 877.34

GAR DOOR = 876.03

FFE = 872.88

GAR DOOR = 871.57

FFE = 868.22

GAR DOOR = 866.91

N 722,936.74

E 1,777,870.20

866.88

869.10

N 722,845.30

E 1,777,958.92

866.25 N 722,769.18

E 1,777,762.74

871.00

N 722,698.11

E 1,777,868.03

0 3

5+

6+

71.0

69.0

MATCH

MATCH

KEY PLAN SCALE: 1" = 600'

N

...\FM\FM78\40000 Design Products\CAD_BIM\_Sheets\GRADING PLAN - AREA 101 - Option

12:56:36 PM 3/7/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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CG101B

SCALE: 1" = 30-0"

30' 60'0

LEGEND:

MATCH

MAJOR CONTOUR

MINOR CONTOUR

EXISTING CONTOUR

MATCH ADJACENT GRADE

8. SEE SHEET CG501 FOR STORM DRAIN DETAILS.

OF 800.00'.

7. ANY SPOT ELEVATIONS ARE ADDED TO A BASE ELEVATION

ANY DISCREPANCIES ARE PRESENT.

BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF

6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED

SEEDED.

AND SEEDED. SEE LANDSCAPE PLAN FOR AREAS TO BE

OTHERWISE SURFACED SHALL BE TOPSOILED (6 INCHES)

5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT

STRIPPED TO A DEPTH OF 6 INCHES.

4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE

REFER TO MEAN SEA LEVEL DATUM NAVD 88.

3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS

OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.

2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS

OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.

1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS

NOTE:

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