W912HN-18-B-3001_VOL1_AMD3.pdf

FAIR CONDITION

ASPHALT PVMT

CONC. SW

CHAIN LINK FENCE

108TH AVE

109TH AVE

T

H S

T

S

S

S

S

S

LT POLE LT POLE

PWR POLEW/ LIGHT

PWR POLE

PWR POLE

PWR POLE

NO PARK SIGNNO PARK SIGN

NO PARK SIGN

NO PARK SIGN

IN ISLANDS

NO PARK SIGN, TYP

H/C SIGNS

H/C SIGNSRESERVED PARKING, TYP

RESERVED PARKING, TYP

YIELD SIGN

BLDG SIGN

BLDG SIGN

NO PARK SIGN

NO PARK SIGN

NORMAL C&G

OHE OHE

IE OUT (N) = 463.74

TOP = 475.11

GRATE INLET

IE OUT (N) = 467.40

TOP = 472.32

GRATE INLET

NORMAL C&G

NORMAL C&G

IE OUT (N) = 470.79

IE IN (E) = 470.94

IE IN (W) = 470.99

IE IN (S) = 471.03

TOP = 476.94

SSMH 106

IE OUT (E) = 469.36

IE IN (S) = 469.77

TOP = 476.69

SSMH 105

IE OUT (E) = 467.67

IE IN (W) = 467.72

TOP = 474.62

SSMH 104

NORMAL C&G

APPROX IE = 466.79

TOP = 472.17

COULD NOT OPEN

BROKEN TOP

SSMH 98

IE OUT (E) = 468.52

IE IN (W) = 468.57

IE IN (N) = 469.86

TOP = 475.86

SSMH 99

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

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-B -3

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

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E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

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®of Engineers

US Army Corps

C A

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:01

IP_PWP:dms21991\gwzcd101.dgn

N

CD101

M

O L

IT

IO

N P

L A

N A

SCALE: 1" = 30'

M

T C

H S

H E

E T I

D C

D

A

30' 60'0

N 1,239,461.61

E 653,269.10

N 1,239,441.88

E 653,285.83

N 1,239,912.73

E 653,277.06 N 1,239,938.31

E 653,314.17

150' X 150'

LAYDOWN AREA

CORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION.

PROGESS TO DIFFERENT PHASES. CONTRACTOR SHALL

6. LAYDOWN AREA IS SUBJECT TO RELOCATE AS CONSTRUCTION

SIDE OF EXISTING PARKING.

STALLS. EXISTING SIGNS ARE CURRENTLY LOCATED ON NOTRTH

EXISTING HANDICAP SIGNS TO ALIGN WITH CENTER OF PARKING

5. REMOVE AND RELOCATE EXISTING RESERVED PARKING AND

CONTRACTING OFFICER ON TIME OF OPERATIONS.

BE DONE AFTER HOURS AND/OR ON WEEKENDS. COORDINATE WITH

OF EXISTING PARKING AND DRIVES. MILLING AND OVERLAY SHALL

4. CONTRACTOR SHALL MILL AND OVERLAY 1 1/2" FROM SURFACE

CONTRACTOR SHALL PERFORM CLEARING AND GRUBBING.

TREES SHOWN ARE LOCATION OF EXISTING STUBS.

3. MERCHANTABLE TIMBER HAVE BEEN HARVESTED.

NOTES AND LEGENDS.

2. SEE SHEET GI102 FOR GENERAL

DEMOLITION.

1. SEE ES PLATES FOR ELECTRICAL

NOTES:

J

U N

E

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

108TH AVE

109TH AVE

T

H S

T S

S

S

S S

G A

S F

R O

M B

A S

E M

A P

S

SWALE

GAS

24" CMP

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING

18" RCP

REMOVE EXISTING

PAVED DITCH

REMOVE EXISTING

EXISTING WEIR INLET

REMOVE AND REPLACE

24" CMP

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING

SAW CUT AND

PAVED DITCH

REMOVE EXISTING

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

W

H N -1

-B -3

X X

X X

X X -X

X -X -X

X X

X

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

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N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

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S U

B M

IT

T E

D B

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C O

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C T N

O

®of Engineers

US Army Corps

C A

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F E

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IN

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T O

G L E

T H

O R

P E A

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N U

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V A

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G

IA

D E

S C

R

IP

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F O

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O R

D O

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G

IA

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B E

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:01

IP_PWP:dms21991\gwzcd102.dgn

N

CD102

B

M

T C

H S

H E

E T I

D C

D

SCALE: 1" = 30'

30' 60'0

M

O L

IT

IO

N P

L A

N

N 1,239,417.42

E 654,176.74

N 1,239,435.95

E 654,209.01

N 1,239,929.01

E 654,212.50

N 1,239,923.16

E 654,173.73

N 1,239,938.07

E 653,858.25

CORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION.

PROGESS TO DIFFERENT PHASES. CONTRACTOR SHALL

6. LAYDOWN AREA IS SUBJECT TO RELOCATE AS CONSTRUCTION

SIDE OF EXISTING PARKING.

STALLS. EXISTING SIGNS ARE CURRENTLY LOCATED ON NOTRTH

EXISTING HANDICAP SIGNS TO ALIGN WITH CENTER OF PARKING

5. REMOVE AND RELOCATE EXISTING RESERVED PARKING AND

CONTRACTING OFFICER ON TIME OF OPERATIONS.

BE DONE AFTER HOURS AND/OR ON WEEKENDS. COORDINATE WITH

OF EXISTING PARKING AND DRIVES. MILLING AND OVERLAY SHALL

4. CONTRACTOR SHALL MILL AND OVERLAY 1 1/2" FROM SURFACE

CONTRACTOR SHALL PERFORM CLEARING AND GRUBBING.

TREES SHOWN ARE LOCATION OF EXISTING STUBS.

3. MERCHANTABLE TIMBER HAVE BEEN HARVESTED.

NOTES AND LEGENDS.

2. SEE SHEET GI102 FOR GENERAL

DEMOLITION.

1. SEE ES PLATES FOR ELECTRICAL

NOTES:

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

J

U N

E

T

H S

T

GAS

F.F. EL: 469.67

ARCYBER COF

.7

83±'

.7

24" CURB AND GUTTER

10'

CONCRETE PAVERS

ACCESS DRIVE

MECHANICAL

FUTURE CHILLER

49.00'

4' WIDE @ 1:5 SIDE SLOPE

GRASSED DITCH CENTERLINE

4' WIDE @ 1:5 SIDE SLOPE

CONCRETE DITCH CENTERLINE

GUTTER

36" VALLEY

EXISTING WALK

AND CONNECT TO

TAPER LAST 6.0 FEET

23.33'

.3

214.00'

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

LAST 2.0 FT

FEATHER CURB

GUTTER

36" VALLEY

K-4 RATE (TYP)

(7) ATFP BOLLARDS

20'

(TYP)

HANDICAP PARKING

54'

GRADE

MATCH EXISTING

9'

10'

(SEE STRUCTURAL DETAIL SHEET)

PREDESTRIAN BRIDGE

105.33'

BOLLARDS (NOT RATED)

(4) FOLD DOWN

ARM GATE

12' MANUAL DROP

A N

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SHEET ID

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®of Engineers

US Army Corps

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:08

IP_PWP:dms21991\gwzcs103.dgn

A T F P

VOL = 16,000 CUBIC FEET

DETENTION POND

UNDERGROUND

N

B

49.5'

R

M A

T C

H S

H E

E T I

D C

S

30' 60'0

SCALE: 1" = 30'3

N 1,239,710.62

E 654,114.69

N 1,239,468.66

E 654,110.43

10'

R

ATFP

S

IT

E P

L A

N B B

A S

E

ID

N 1,239,494.14

E 653,771.33

CS103

3 3

N 1,239,938.07

E 653,858.25 N 1,239,927.54

E 653,925.12

N 1,239,929.65

E 654,176.16

N 1,239,435.95

E 654,209.01

N 1,239,417.42

E 654,176.74

N 1,239,791.76

E 654,115.66

N 1,239,926.37

E 653,921.56

8 TOTAL HANDICAP SP. 9' X 18.5' (TYP)

238 TOTAL PARKING SP. 9' X 18.5' (TYP) N 1,239,895.58

E 654,117.92

N 1,239,871.45

E 654,086.44

N 1,239,855.32

E 653,970.47

N 1,239,856.15

E 653,923.78

N 1,239,837.46

E 653,915.44

N 1,239,899.27

E 653,912.09

(TYP)

N 1,239,810.30

E 654,113.32

N 1,239,599.68

E 653,769.69

N 1,239,548.58

E 654,155.52

N 1,239,549.17

E 654,122.35

N 1,239,959.10

E 653,908.82

N 1,239,926.45

E 653,987.38

ASPHALT OVERLAY6

DUMPSTER PAD5

HEAVY DUTY CONCRETE PAVEMENT 4

WHEELCHAIR RAMP 3

CONCRETE SIDEWALK2

STANDARD DUTY ASPHALT PVMT 1

XKEYED NOTES

RED WITH WHITE REFLECTIVE STRIPES AND COUNTER BALANCED.

HEAVY DUTY STEEL CONSTRUCTION. GATE ARM SHALL HAVE

8. MANUAL DROP ARM GATE SHALL BE 12' ROUND ALUMINUM ARM

EXTERIOR COLOR BROWN.

7. FOLD DOWN AND ATFP BOLLARDS SHALL MACTCH INSTALLATION

EQUIP. FENCE.

6. CONTRACTOR SHALL FENCE THE TOP SIDE OF MECHANICAL

PAD REQUIREMENTS.

5. SEE MECHANICAL AND STRUCTURAL PLANS FOR EQUIPMENT

MANUFACTURERS RECOMMENDED CLEARENCES.

EQUIPMENT WITH INSTALLED EQUIPMENT SIZES AND

4. COORDINATE EXACT FENCE LOACATION FOR MECHANICAL

3. CONTRACTOR SHALL RESTRIPE EXISTING PARKING AS SHOWN.

WIDE.

2. UNLESS NOTED OTHERWISE, ALL SIDEWALKS SHALL BE 5 FT

LISTED, BOC MIN. RADII SHALL BE 5 FT.

1. ALL RADIAL DIMENSIONS ARE TO BOC. IF NO DIMENSION IS

LAYOUT NOTES:

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

J

U N

E

T

H S

T

GAS

F.F. EL: 469.67

ARCYBER COF

.7

83±'

.7

24" CURB AND GUTTER

10'

40'

.3

FUTURE CHILLER

49.00'

4' WIDE @ 1:5 SIDE SLOPE

GRASSED DITCH CENTERLINE

4' WIDE @ 1:5 SIDE SLOPE

CONCRETE DITCH CENTERLINE

GUTTER

36" VALLEY

EXISTING WALK

AND CONNECT TO

TAPER LAST 6.0 FEET

23.33'

.3

214.00'

20'

GUTTER

36" VALLEY

LAST 2.0 FT

FEATHER CURB

K-4 RATE (TYP)

(7) ATFP BOLLARDS

GRADE

MATCH EXISTING

(TYP)

HANDICAP SING

54'

10'

(SEE STRUCTURAL DETAIL SHEET)

PEDESTRIAN BRIDGE

105.33'

(BID OPTION 2)

LOADING DOCK

BOLLARDS (NOT RATED)

(4) FOLD DOWN

ARM GATE

12' MANUAL DROP

A N

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X -X -X

X X

X

SHEET ID

F

IL

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D

E

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2 3 4 5 6 7 8 9 10

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US Army Corps

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IN

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F O

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:08

IP_PWP:dms21991\gwzcs103A.dgn

A T F P

(BID OPTION 1)

VOL = 24,000 CUBIC FEET

DETENTION POND

UNDERGROUND

N

B

49.5'

R

M A

T C

H S

H E

E T I

D C

S

30' 60'0

SCALE: 1" = 30'3

N 1,239,710.62

E 654,114.69

N 1,239,468.66

E 654,110.43

10'

R

ATFP

N 1,239,494.14

E 653,771.33

CS103A

N 1,239,895.58

E 654,117.92

N 1,239,871.45

E 654,086.44

N 1,239,855.32

E 653,970.47

N 1,239,856.15

E 653,923.78

N 1,239,899.27

E 653,912.09

3 3

8 TOTAL HANDICAP SP. 9' X 18.5' (TYP)

238 TOTAL PARKING SP. 9' X 18.5' (TYP)

3 3

N 1,239,938.07

E 653,858.25

N 1,239,927.54

E 653,925.12

N 1,239,929.01

E 654,212.50

N 1,239,435.95

E 654,209.01

N 1,239,417.42

E 654,176.74

N 1,239,793.26

E 654,115.69

N 1,239,599.68

E 653,769.69 N 1,239,549.17

E 654,122.35

N 1,239,548.58

E 654,155.52

IT

E P

L A

N B B

A S

E B

ID

B

ID

O

P T

IO

ASPHALT OVERLAY6

DUMPSTER PAD5

HEAVY DUTY CONCRETE PAVEMENT 4

WHEELCHAIR RAMP 3

CONCRETE SIDEWALK2

STANDARD DUTY ASPHALT PVMT 1

XKEYED NOTES

N 1,239,959.10

E 653,908.82

N 1,239,926.45

E 653,987.38

N 1,239,485.11

E 653,803.67

RED WITH WHITE REFLECTIVE STRIPES AND COUNTER BALANCED.

HEAVY DUTY STEEL CONSTRUCTION. GATE ARM SHALL HAVE

8. MANUAL DROP ARM GATE SHALL BE 12' ROUND ALUMINUM ARM

EXTERIOR COLOR BROWN.

7. FOLD DOWN AND ATFP BOLLARDS SHALL MACTCH INSTALLATION

EQUIP. FENCE.

6. CONTRACTOR SHALL FENCE THE TOP SIDE OF MECHANICAL

PAD REQUIREMENTS.

5. SEE MECHANICAL AND STRUCTURAL PLANS FOR EQUIPMENT

MANUFACTURERS RECOMMENDED CLEARENCES.

EQUIPMENT WITH INSTALLED EQUIPMENT SIZES AND

4. COORDINATE EXACT FENCE LOACATION FOR MECHANICAL

3. CONTRACTOR SHALL RESTRIPE EXISTING PARKING AS SHOWN.

WIDE.

2. UNLESS NOTED OTHERWISE, ALL SIDEWALKS SHALL BE 5 FT

LISTED, BOC MIN. RADII SHALL BE 5 FT.

1. ALL RADIAL DIMENSIONS ARE TO BOC. IF NO DIMENSION IS

LAYOUT NOTES:

J

U N

E

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

P O

O R C

O N

D

IT

IO

N F

U L L O

F S

E D

IM

E N

T A

S P

H A

L T L

IN

E D D

IT

C H

P O

O R C

O N

D

IT

IO

N F

U L L O

F S

E D

IM

E N

T A

S P

H A

L T L

IN

E D D

IT

C H

108TH AVE

109TH AVE

T

H S

T

18" IE = 463.75

TOP = 466.25

CONC. HW

18" IE = 463.52

18" IE = 463.36

24" CPP

" C

P P

" R

C P

" C

M P

24" CMP

IE OUT (N) = 466.78

TOP = 469.50

GRATE INLET

24" IE = 463.71

24" IE = 462.99

IE OUT (N) = 466.37

IE IN (S) = 466.45

THR = 469.92

TOP = 471.32

W/ GRATE

WEIR INLET

IE OUT (S) = 461.03

THR = 463.36

TOP = 464.53

BROKEN TOP

WEIR INLET

SWALE

" R

C P

GAS

F.F. EL: 469.67

ARCYBER COF

(BID OPTION 1)

VOL = 24,000 CUBIC FEET

DETENTION POND

UNDERGROUND

DITCH

CONCRETE

4' WIDE @ 1:5 SIDE SLOPE

GRASSED DITCH CENTERLINE

4' WIDE @ 1:5 SIDE SLOPE

CONCRETE DITCH CENTERLINE

VELOCITY = 5.5 FT/S

LENGHT = 143.0 F.T.

RCP DIA = 24"

VELOCITY = 7.4 FT/S

LENGHT = 180.0 F.T.

RCP DIA = 24"

VELOCITY = 5.7 FT/S

LENGHT = 71.0 F.T.

RCP DIA = 18"

VELOCITY = 4.0 FT/S

LENGHT = 146.0 F.T.

RCP DIA = 18"

VELOCITY = 7.5 FT/S

LENGHT = 17.0 F.T.

RCP DIA = 24"

AT PIPE ENTRANCE

PROVIDE HEADWALL

GRADE

MATCH EXISTING

MH - 3

INLET - 5

INLET - 4

MH - 2

INLET - 5

A N

S I

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®of Engineers

US Army Corps

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:08

IP_PWP:dms21991\gwzcg102a.dgn

N

B

M A

T C

H S

H E

E T I

D C

G

30' 60'0

SCALE: 1" = 30'

AND UNDERGROUND DETENTION.

STORMWATER WILL BE ROUTED INTO BIO-RETENTION 1.

GRADING AND DRAINAGE NOTES:

TOP 467.75' +

+TOP 468.50'

TOP 474.42'

T O P .7 2'

T O P .5 7'

TOP 468.21'

TOP 468.11'TOP 468.09'

T O P .6 6'

T O P .8 8'

T O P .7 7'

TOP 466.67'

TOP 466.66'

TOP 466.47'

TOP 466.47'

TOP 467.76'

TOP 467.60'

TOP 467.57'

TOP 467.31'

TOP 468.68'

TOP 468.32'

CG102A

N 1,239,451.45

E 654,196.64

N 1,239,423.89

E 654,175.28

TOP 470.11'

+468.50'468.50'+ +468.50' 468.50'+

TOP 468.30'

TOP 468.30'

G

R A

D

IN

G P

L A

N B B

A S

E B

ID

B

ID

O

P T

IO

J

U N

E

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

APPROXIMATE LOCATION OF TEMP BUILDING

S

P H

A L T L

IN

E D D

IT

C H

G O

O D C

O N

D

IT

IO

N

S

A S

P H

A L T L

IN

E D D

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C H

P O

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O N

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P H

A L T L

IN

E D D

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C H

P O

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O N

D

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N F

U L L O

F S

E D

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E N

T

108TH AVE 108TH AVE

109TH AVE

109TH AVE

T

H S

T

T

H S

T

S

S

S

S S

S

S

S

18" IE = 463.75

TOP = 466.25

CONC. HW

24" IE = 460.66

TOP = 463.30

CONC. HW

24" IE = 458.61

TOP = 461.50

CONC. HW

18" IE = 463.52

18" IE = 463.36

S

S

S

APPROX. LOCATION

TRANSFORMER,

PWR POLE

W/ LIGHT

PWR POLE

W/ LIGHT

PWR POLE

W/ LIGHT

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

ELEV: 467.16

E: 654135.76 N: 1239866.32

TBM (HUB & TACK)

ELEV: 466.83

E: 654184.30 N: 1239950.17

TBM2 (MAG NAIL)

ELEV: 465.86

E: 653967.32 N: 1239392.26

TBM 12 (NAIL)

ELEV: 466.14

E: 654265.29 N: 1239460.81

TBM (HUB & TACK)

" C

M P

24" CMP

IE = 459.42

TOP = 473.98

GRATE INLET

30" CPP

30" CPP

24" CPP

C P

P

C P

P

IE OUT (W) = 462.82

IE IN (S) = 462.99

IE IN (E) = 463.52

TOP = 471.94

GRATE INLET

24" CPP

" C

P P

" R

C P

" C

M P

24" CMP

" C

M P

OHE OHE OHE

O H

E O

H E

OHE

OHE

G A

S F

R O

M B

A S

E M

A P

S

IE OUT (N) = 463.74

TOP = 475.11

GRATE INLET

IE OUT (N) = 467.40

TOP = 472.32

GRATE INLET

IE OUT (N) = 466.78

TOP = 469.50

GRATE INLET

IE OUT (W) = 465.65

IE IN (E) = 465.88

IE IN (S) = 465.46

TOP = 471.90

GRATE INLET

24" IE = 463.71

24" IE = 462.99

SUMP = 463.64

IE OUT (S) = 464.03

THR = 465.99

TOP = 467.22

W/ GRATE

WEIR INLET

IE OUT (N) = 466.37

IE IN (S) = 466.45

THR = 469.92

TOP = 471.32

W/ GRATE

WEIR INLET

IE OUT (S) = 459.48

IE IN (N) = 459.47

THR = 461.41

TOP = 462.58

WEIR INLET

FULL OF SEDIMENT

24" IE = 459.17

IE OUT (S) = 460.20

IE IN (N) = 460.32

THR = 463.32

TOP = 464.53

FULL OF SEDIMENT

WEIR INLET

IE OUT (S) = 461.03

THR = 463.36

TOP = 464.53

BROKEN TOP

WEIR INLET

IE OUT (N) = 470.79

IE IN (E) = 470.94

IE IN (W) = 470.99

IE IN (S) = 471.03

TOP = 476.94

SSMH 106

IE OUT (E) = 469.36

IE IN (S) = 469.77

TOP = 476.69

SSMH 105

IE OUT (E) = 467.67

IE IN (W) = 467.72

TOP = 474.62

SSMH 104

IE OUT (E) = 464.38

IE IN (W) = 464.50

TOP = 469.88

SSMH 103

IE OUT (E) = 463.51

IE IN (W) = 463.60

TOP = 466.88

SSMH 102

SWALE

WATER ELEV = 460

FULL OF WATER

TOP = 468.17

SSMH 101

BTM = 449.07

IE IN (W) = 458.21

TOP = 466.32

SSMH 95

TOP = 465.44

SSMH 90

IE OUT (E) = 460.61

IE IN (W) = 461.77

IE IN (N) = 460.41 ABANDONED

TOP = 467.14

FULL OF SEDIMENT

SSMH 97

END NOT FOUND

ABANDONED PIPE, UPSTREAM

APPROX LOCATION OF

APPROX IE = 466.79

TOP = 472.17

COULD NOT OPEN

BROKEN TOP

SSMH 98

IE OUT (E) = 468.52

IE IN (W) = 468.57

IE IN (N) = 469.86

TOP = 475.86

SSMH 99

" R

C P

T

GAS

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

LONGITUDE: -82.175336

LATITUDE: 33.408358

E.L.E.V. = 366.00 FT

FREE BOARD

CONCRETE DITCH

DITCH REPLACE WITH

EXISTING ASPHALT

CONCRET WASHOUT

10'

20'

A N

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®of Engineers

US Army Corps

C A

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:01

IP_PWP:dms21991\gwzce101.dgn

T D

T D

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T D

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TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD

60' 120'0

SCALE: 1" = 60

CE101

Co

Di Sd1-NS

Di

Sd1-NS

Di

Di

Sd4

Sk

S E

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Sd2

Ds1

PROFESSIONAL.

ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT

MEASURES MAY BE REQUIRED TO CONTROL SEDIMENT.

EROSION CONTROL BMPs. ADJUSTMENTS AND ADDITIONAL

IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL

MAINTENANCE NOTE:

PROVIDE STABILIZATION AS SHOWN.6.

INSTALL SKIMMER BASIN, STORM SYSTEM AS SHOWN.5.

REMAINDER OF THIS INITIAL PLAN.

DEMOLISH THE MINIMUM EXISTING SITE FEATURES TO INSTALL THE 4.

INSTALL INLET PROTECTION ON EXISTING INLETS.3.

SEDIMENT FENCE).

INSTALL PERIMETER CONTROLS (CONSTRUCTION ENTRANCES, 2.

OBTAIN NOTICE TO PROCEED.1.

INITIAL PLAN CONSTRUCTION SEQUENCE:

BOTTOM E.L.E.V. = 362.00 FT

EROSION CONTROL LEGEND

SEDIMENT SAMPLING POINT

ADJUSTED WITH APPROVAL BY R.E.

CONCRETE WASHOUT - MAY BE FIELD

areas.

with fast growing seedings on disturbed

Establishing a temporary vegetative cover erosion retarding cover.

a suitable growing season to produce an disturbed areas where seedlings may not have

Establishing temporary protection for

Ds1 Ds1

MULCHING ONLY)

STABILIZATION (WITH

DISTURBED AREA

TEMP SEEDING)

STABILIZATION (WITH

DISTURBED AREA

Ds2 Ds2

STRUCTURAL PRACTICES

DIVERSION

gravel, or a silt fence.

bales of straw or hay, brush, logs and poles, the construction site. It may be sandbags, A barrier to prevent sediment from leaving be a temporary or permanent structure.

or across a slope to divert runoff. This may

An earth channel or dike located above, below, public streets.

removing mud from tires thereby protecting construction site exit to provide a place for

A crushed stone pad located at the channel, existing stream, or ditch.

Improving, constructing or stabilizing an open

Ch

Co

Di

Sd1

Sd2

STABILIZATION

CHANNEL

EXIT

CONSTRUCTION

BARRIER

SEDIMENT

(INDICATE TYPE)

Sk basins at a controlled rate of flow.

from the surface of sediment ponds, traps, or

A buoyant device that releases/drains water

SKIMMER

SURFACE

FLOATING

(LABEL)

Co

(LABEL)

Sk

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

VEGETATIVE PRACTICES

sediment to drop out.

is temporarily stored allowing the bulk of the across a waterway. The surface water runoff

A basin created by excavation or a dam

Sd3

BASIN

SEDIMENT

TEMPORARY

(LABEL)

Sd3

TRAP

SEDIMENT

INLET

completion of construction activities.

excavated area will be filled and stabilized on around a storm drain drop inlet. The

An impounding area created by excavating

#1

#2

#X

150' X 150'

LAYDOWN AREA

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

J

U N

E

APPROXIMATE LOCATION OF TEMP BUILDING

S

P H

A L T L

IN

E D D

IT

C H

G O

O D C

O N

D

IT

IO

N

S

A S

P H

A L T L

IN

E D D

IT

C H

P O

O R C

O N

D

IT

IO

N F

U L L O

F S

E D

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E N

T

A S

P H

A L T L

IN

E D D

IT

C H

P O

O R C

O N

D

IT

IO

N F

U L L O

F S

E D

IM

E N

T

108TH AVE 108TH AVE

109TH AVE

109TH AVE

T

H S

T

T

H S

T

S

S

S

S S

S

S

S

18" IE = 463.75

TOP = 466.25

CONC. HW

24" IE = 460.66

TOP = 463.30

CONC. HW

24" IE = 458.61

TOP = 461.50

CONC. HW

18" IE = 463.52

18" IE = 463.36

S

S

S

APPROX. LOCATION

TRANSFORMER,

PWR POLE

W/ LIGHT

PWR POLE

W/ LIGHT

PWR POLE

W/ LIGHT

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

PWR POLE

ELEV: 467.16

E: 654135.76 N: 1239866.32

TBM (HUB & TACK)

ELEV: 466.83

E: 654184.30 N: 1239950.17

TBM2 (MAG NAIL)

ELEV: 465.86

E: 653967.32 N: 1239392.26

TBM 12 (NAIL)

ELEV: 466.14

E: 654265.29 N: 1239460.81

TBM (HUB & TACK)

" C

M P

24" CMP

IE = 459.42

TOP = 473.98

GRATE INLET

30" CPP

30" CPP

24" CPP

C P

P

C P

P

IE OUT (W) = 462.82

IE IN (S) = 462.99

IE IN (E) = 463.52

TOP = 471.94

GRATE INLET

24" CPP

" C

P P

" R

C P

" C

M P

24" CMP

" C

M P

OHE OHE OHE

O H

E O

H E

OHE

OHE

G A

S F

R O

M B

A S

E M

A P

S

IE OUT (N) = 463.74

TOP = 475.11

GRATE INLET

IE OUT (N) = 467.40

TOP = 472.32

GRATE INLET

IE OUT (N) = 466.78

TOP = 469.50

GRATE INLET

IE OUT (W) = 465.65

IE IN (E) = 465.88

IE IN (S) = 465.46

TOP = 471.90

GRATE INLET

24" IE = 463.71

24" IE = 462.99

SUMP = 463.64

IE OUT (S) = 464.03

THR = 465.99

TOP = 467.22

W/ GRATE

WEIR INLET

IE OUT (N) = 466.37

IE IN (S) = 466.45

THR = 469.92

TOP = 471.32

W/ GRATE

WEIR INLET

IE OUT (S) = 459.48

IE IN (N) = 459.47

THR = 461.41

TOP = 462.58

WEIR INLET

FULL OF SEDIMENT

24" IE = 459.17

IE OUT (S) = 460.20

IE IN (N) = 460.32

THR = 463.32

TOP = 464.53

FULL OF SEDIMENT

WEIR INLET

IE OUT (S) = 461.03

THR = 463.36

TOP = 464.53

BROKEN TOP

WEIR INLET

IE OUT (N) = 470.79

IE IN (E) = 470.94

IE IN (W) = 470.99

IE IN (S) = 471.03

TOP = 476.94

SSMH 106

IE OUT (E) = 469.36

IE IN (S) = 469.77

TOP = 476.69

SSMH 105

IE OUT (E) = 467.67

IE IN (W) = 467.72

TOP = 474.62

SSMH 104

IE OUT (E) = 464.38

IE IN (W) = 464.50

TOP = 469.88

SSMH 103

IE OUT (E) = 463.51

IE IN (W) = 463.60

TOP = 466.88

SSMH 102

SWALE

WATER ELEV = 460

FULL OF WATER

TOP = 468.17

SSMH 101

BTM = 449.07

IE IN (W) = 458.21

TOP = 466.32

SSMH 95

TOP = 465.44

SSMH 90

IE OUT (E) = 460.61

IE IN (W) = 461.77

IE IN (N) = 460.41 ABANDONED

TOP = 467.14

FULL OF SEDIMENT

SSMH 97

END NOT FOUND

ABANDONED PIPE, UPSTREAM

APPROX LOCATION OF

APPROX IE = 466.79

TOP = 472.17

COULD NOT OPEN

BROKEN TOP

SSMH 98

IE OUT (E) = 468.52

IE IN (W) = 468.57

IE IN (N) = 469.86

TOP = 475.86

SSMH 99

" R

C P

T

GAS

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

LONGITUDE: -82.175336

LATITUDE: 33.408358

CONCRETE WASHOUT

SLOPE = 0.92%

LENTGH = 143.0 LF

24" DIA. RCP

SLOPE = 0.61%

LENTGH = 453.0 LF

18" DIA. RCP

SLOPE = 0.61%

LENTGH = 453.0 LF

18" DIA. RCP

SLOPE = 1.0%

LENTGH = 73.0 LF

15" DIA. RCP

SLOPE = 1.0%

LENTGH = 71.0 LF

15" DIA. RCP

SLOPE = 1.00%

LENTGH = 16.0 LF

24" DIA. RCP

SLOPE = 0.32%

LENTGH = 16.0 LF

24" DIA. RCP

SLOPE = 0.9%

LENTGH = 147.0 LF

18" DIA. RCP

SLOPE = 0.81%

LENTGH = 72.0 LF

18" DIA. RCP

10'

20'

S I

D

C H

E C

K E

D B

Y

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A W

N B

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IS

S

U E D

A T

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H N -1

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X X

X X

X X -X

X -X -X

X X

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SHEET ID

F

IL

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C

D

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2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

C A

T E

G O

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S A

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A H D

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U .S

A R

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P S O

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T O

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S K I

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A N

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ISSUED FOR CONSTRUCTION

K6ENELAS

21-JUN-2018 13:05

IP_PWP:dms21991\gwzce102.dgn

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

T D

TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD TD

60' 120'0

SCALE: 1" = 60

Co

Di Sd1-NS

Di

Sd1-NS

Di

Di

Sd4

Sk

G

O G

R E

N

Sd2

Sd2

Sd2

Sd2

Sd2

Ds2

IN

T E

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CE102

E

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L A

N

PROFESSIONAL.

ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT

MEASURES MAY BE REQUIRED TO CONTROL SEDIMENT.

EROSION CONTROL BMPs. ADJUSTMENTS AND ADDITIONAL

IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL

MAINTENANCE NOTE:

PROVIDE STABILIZATION AS SHOWN.6.

INSTALL SKIMMER BASIN, STORM SYSTEM AS SHOWN.5.

REMAINDER OF THIS INITIAL PLAN.

DEMOLISH THE MINIMUM EXISTING SITE FEATURES TO INSTALL THE 4.

INSTALL INLET PROTECTION ON EXISTING INLETS.3.

SEDIMENT FENCE).

INSTALL PERIMETER CONTROLS (CONSTRUCTION ENTRANCES, 2.

OBTAIN NOTICE TO PROCEED.1.

INITIAL PLAN CONSTRUCTION SEQUENCE:

Sd3

EROSION CONTROL LEGEND

#1 SEDIMENT SAMPLING POINT

ADJUSTED WITH APPROVAL BY R.E.

CONCRETE WASHOUT - MAY BE FIELD

areas.

with fast growing seedings on disturbed

Establishing a temporary vegetative cover erosion retarding cover.

a suitable growing season to produce an disturbed areas where seedlings may not have

Establishing temporary protection for

Ds1 Ds1

MULCHING ONLY)

STABILIZATION (WITH

DISTURBED AREA

TEMP SEEDING)

STABILIZATION (WITH

DISTURBED AREA

Ds2 Ds2

STRUCTURAL PRACTICES

DIVERSION

gravel, or a silt fence.

bales of straw or hay, brush, logs and poles, the construction site. It may be sandbags, A barrier to prevent sediment from leaving be a temporary or permanent structure.

or across a slope to divert runoff. This may

An earth channel or dike located above, below, public streets.

removing mud from tires thereby protecting construction site exit to provide a place for

A crushed stone pad located at the channel, existing stream, or ditch.

Improving, constructing or stabilizing an open

Ch

Co

Di

Sd1

Sd2

STABILIZATION

CHANNEL

EXIT

CONSTRUCTION

BARRIER

SEDIMENT

(INDICATE TYPE)

Sk basins at a controlled rate of flow.

from the surface of sediment ponds, traps, or

A buoyant device that releases/drains water

SKIMMER

SURFACE

FLOATING

(LABEL)

Co

(LABEL)

Sk

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

VEGETATIVE PRACTICES

sediment to drop out.

is temporarily stored allowing the bulk of the across a waterway. The surface water runoff

A basin created by excavation or a dam

Sd3

BASIN

SEDIMENT

TEMPORARY

(LABEL)

Sd3

TRAP

SEDIMENT

INLET

completion of construction activities.

excavated area will be filled and stabilized on around a storm drain drop inlet. The

An impounding area created by excavating

#1

#2

150' X 150'

LAYDOWN AREA

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

J

U N

E areas.

with fast growing seedings on disturbed

Establishing a temporary vegetative cover erosion retarding cover.

a suitable growing season to produce an disturbed areas where seedlings may not have

Establishing temporary protection for

Ds1 Ds1

MULCHING ONLY)

STABILIZATION (WITH

DISTURBED AREA

TEMP SEEDING)

STABILIZATION (WITH

DISTURBED AREA

Ds2 Ds2

STRUCTURAL PRACTICES

DIVERSION

gravel, or a silt fence.

bales of straw or hay, brush, logs and poles, the construction site. It may be sandbags, A barrier to prevent sediment from leaving be a temporary or permanent structure.

or across a slope to divert runoff. This may

An earth channel or dike located above, below, public streets.

removing mud from tires thereby protecting construction site exit to provide a place for

A crushed stone pad located at the channel, existing stream, or ditch.

Improving, constructing or stabilizing an open

Ch

Co

Di

Sd1

Sd2

STABILIZATION

CHANNEL

EXIT

CONSTRUCTION

BARRIER

SEDIMENT

(INDICATE TYPE)

Sk basins at a controlled rate of flow.

from the surface of sediment ponds, traps, or

A buoyant device that releases/drains water

SKIMMER

SURFACE

FLOATING

(LABEL)

Co

(LABEL)

Sk

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

CODE PRACTICE DETAIL DESCRIPTION

SYMBOL

MAP

VEGETATIVE PRACTICES

sediment to drop out.

is temporarily stored allowing the bulk of the across a waterway. The surface water runoff

A basin created by excavation or a dam

Sd3

BASIN

SEDIMENT

TEMPORARY

(LABEL)

Sd3

TRAP

SEDIMENT

INLET

completion of construction activities.

excavated area will be filled and stabilized on around a storm drain drop inlet. The

An impounding area created by excavating

GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

highly erodable or critically eroded lands.

A permanent vegetative cover using sods on legumes on disturbed areas.

such as trees, shrubs, vines, grasses, or

Establishing a permanent vegetative cover

Ds3

Ds4

Ds3

Ds4

PERM SEEDING)

STABILIZATION (WITH

DISTURBED AREA

(SODDING)

STABILIZATION

DISTURBED AREA

OUTLET

STORM DRAIN

TO EXISTING

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®of Engineers

US Army Corps

K6ENELAS

21-JUN-2018 13:08

IP_PWP:dms21991\gwzce506.dgn

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ISSUED FOR CONSTRUCTION

SEDIMENT BASIN #1

SCALE: N.T.S.

S L

O P

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ELEVATION = 462.0'

BASIN FLOOR

ELEVATION = 466.0'

TOP OF BASIN

SCALE: N.T.S.

NOT TO SCALE

POROUS BAFFLES

ESCDPM REFERENCE 6.65.1

PLAN VIEW

REAR VIEW SIDE VIEW

FAIRCLOTH SKIMMER DETAIL

SCALE: N.T.S.

(MAINTAIN THE CLEANOUT LEVEL AT ALL TIME)

LEVEL DURING THE CONSTRUCTION

WITH A MARK INDICATING THE CLEAN-OUT

INSTALL A STEEL GRADE INDICATOR STAKE

:1 S

L O P E

(OR EQUAL)

FAIRCLOTH SKIMMER

PLAN VIEW

CROSS SECTION

SECTION VIEW AT OPENING

BRING THE AREA TO GRADE, AND STABILIZE IT.

MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,

BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE

AFTER THE CONTRIBUTING DRAINAGE AREA HAS

EXCEED HALF THE DESIGNED STORAGE DEPTH.

CLEANOUT. SEDIMENT DEPTH SHOULD NEVER

AVOID DAMAGING THE BAFFLES DURING

PRESSURE ON THE BAFFLES. TAKE CARE TO

VOLUME FOR THE NEXT RAIN AND TO REDUCE

HALF FULL TO PROVIDE ADEQUATE STORAGE

REMOVE SEDIMENT DEPOSITS WHEN IT REACHES

BECOME INEFFECTIVE, REPLACE IT PROMPTLY.

OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR

ACCESS TO THE BAFFLES. SHOULD THE FABRIC

REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN

AFTER EACH RAINFALL. MAKE ANY REQUIRED

INSPECT BAFFLES AT LEAST ONCE A WEEK AND

POROUS BAFFLE MAINTENANCE:

OR STUCK IN THE TRAPPED SEDIMENT.

EFFICIENCY, DO NOT LET THE FLOTATION DEVICE GET COVERED

OF THE BASIN AT ALL THE TIMES. TO PROVIDE SATISFACTORY

EVERY STORM. KEEP THE FLOTATION DEVICE OFF THE FLOOR

INSPECT, CLEAN AND PROPERLY MAINTAIN THE SKIMMER AFTER

NOTE:

TOP OF POND EL. 466.0'

BAFFLES

POROUS

ELEVATION 463.00'

CLEANOUT

ELEVATION 462.0'

BOTTOM

INV. EL. 462.0'

TEMPORARY SEDIMENT BASIN (w/ SKIMMER)

DRAIN DRAIN INLET

EXISTING STORM

ARM ASSEMBLY

ENCLOSURE

FLOAT

PVC VENT PIPE

PVC TEE

PVC ELBOW

40 PVC PIPE

SCHEDULE

WATER SURFACE

BOTTOM SURFACE

PVC END CAP

PVC ELBOW

PVC END CAP

PVC TEE

1/2" HOLES

INTAKE WITH

1/2" HOLES

INTAKE WITH

HOSE

FLEXIBLE

ACROSS THE BASIN.

8.) DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE

STAPLES.

A TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING

7.) THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN

ROPEAND SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.

TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A

SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE

OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE

6.) WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL,

TOP OF THE MEASURE TO PREVENT SAGGING.

5.) WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE

LENGTH MAY USE 2 BAFFLES.

AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN

4.) INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET

BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF BERMS.

BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOP OF

SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD

SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE

3.) STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES,

SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).

2.) INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE

AND SIDE TO SIDE.

1.) GRADE THE BASIN SO THE THAT BOTTOM IS LEVEL FRONT TO BACK

POROUS BAFFLES CONSTRUCTION SPECIFICATIONS:

INLET ZONE OUTLET ZONE

SURFACE AREA

35% OF BASIN

AREA

SURFACE

BASIN

25% OF

1ST CELL

AREA

SURFACE

BASIN

25% OF

2ND CELL AREA

SURFACE

BASIN

15% OF

STEEL POST

BURIED IN TRENCH

FENCE AND FABRIC

COMPACTED

BACKFILLED AND

6" X 6" TRENCH

2'

PREVENT SAGGING

TO WIRE TO

SUPPORT ROPE

OR SIDE

24" INTRO BOTTOM

SUPPORT POST

WIRE

SUPPORT

STAKE TO

INTO BOTTOM AND SIDE

STAPLED OR TRENCHED

COIR MESH OR SIMILAR,

FILLED WITH RIPRAP

SKIMMER PIT

10'X10'X2'