W91278-17-R-0013_DRAWINGS.pdf

G

C S

X .D

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O F

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A W

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S

GI-002

J

G

IB

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A L

E X

A N

D E

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M

W

IG

G

IN

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H A

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B E

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H A

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C

U N

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Y

A

Number:

Reference

Sheet

U .S

A R

G

IN

E

IS

T R

IC

T

C O

R P

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a w n

B y

D e s ig n e d

C h e c k

R e v ie w

D a t e of Engineers

Mobile District

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

D e s c r ip t io n

I.

S .O

S h e e t

F il a m e

A B C D E F G H I

US Army Corps

D E

C o n t r a c t

N u m b e r

TITLE OF DRAWINGS

SHEET

REF.

INDEX OF DRAWINGS

VICINITY MAP

CD-102

CS-101

CE-503

CE-504

CE-505

GI-002

GI-100

CE-501

CE-502

OVERALL SITE PLAN AND KEY MAP

CD-103

CD-104

CD-105

CE-107

CE-108

CE-109

CE-301

CE-302

CE-303

CE-304

SECTION DETAILS

CROSS VANE STRUCTURAL DETAILS

MODIFIED CROSS SECTION DETAILS FOR STRUCTURE S1

J-HOOK STRUCTURE DETAILS

V-112

V-113

V-114

V-115

CG-117

CG-118

CG-119

LP-132

LP-133

LP-134

LP-135

TITLE OF DRAWINGS

SHEET

REF.

CE-506

CE-507

CE-508

CE-509

LP-511 PLANTING DETAIL

ES&PCP DETAILS

ES&PCP DETAILS

WEIR AND MEANDER STONE DETAILS

ES&PCP DETAILS

ES&PCP DETAILS

EAST SITE EXISTING CONDITIONS, AND CLEARING AND GRUBBING PLAN

EAST SITE EXISTING CONDITIONS, AND CLEARING AND GRUBBING PLAN

EAST SITE EXISTING CONDITIONS, AND CLEARING AND GRUBBING PLAN

WEST SITE EXISTING CONDITIONS, AND CLEARING AND GRUBBING PLAN

CD-106 WEST SITE EXISTING CONDITIONS, AND CLEARING AND GRUBBING PLAN

CE-110

CE-111

EAST SITE SITE PLAN

EAST SITE SITE PLAN

EAST SITE SITE PLAN

WEST SITE SITE PLAN

WEST SITE SITE PLAN

EAST SITE BANK PROTECTION EASEMENT PLAN

EAST SITE BANK PROTECTION EASEMENT PLAN

EAST SITE BANK PROTECTION EASEMENT PLAN

WEST SITE BANK PROTECTION EASEMENT PLAN

EAST SITE PLANTING PLAN

EAST SITE PLANTING PLAN

EAST SITE PLANTING PLAN

WEST SITE PLANTING PLAN

LP-136 WEST SITE PLANTING PLAN

WEST SITE CROSS SECTIONS

EAST SITE CROSS SECTIONS

EAST SITE CROSS SECTIONS

EAST SITE CROSS SECTIONS

CE-510 ES&PCP DETAILS

CG-120

CG-122

CG-123

CG-124

CG-125

CG-127

CG-128

CG-129

CG-130

CE-001

ES&PCP NOTES AND LEGEND

ES&PCP REQUIREMENTS

CE-002 ES&PCP REQUIREMENTS AND NOTES

EAST SITE PHASE 1 ES&PCP PLAN

EAST SITE PHASE 1 ES&PCP PLAN

EAST SITE PHASE 1 ES&PCP PLAN

WEST SITE PHASE 1 ES&PCP PLAN

CG-121 WEST SITE PHASE 1 ES&PCP PLAN

EAST SITE PHASE 2 ES&PCP PLAN

EAST SITE PHASE 2 ES&PCP PLAN

EAST SITE PHASE 2 ES&PCP PLAN

WEST SITE PHASE 2 ES&PCP PLAN

CG-126 WEST SITE PHASE 2 ES&PCP PLAN

EAST SITE PHASE 3 ES&PCP PLAN

EAST SITE PHASE 3 ES&PCP PLAN

EAST SITE PHASE 3 ES&PCP PLAN

WEST SITE PHASE 3 ES&PCP PLAN

CE-003

RECORD KEEPING REQUIREMENTSCE-004

SAMPLING REQUIREMENTSCE-005

SPILL PREVENTION AND WASTE CONTROL PLANCE-006

CE-116 OVERALL ES&PCP PLAN

CG-131 WEST SITE PHASE 3 ES&PCP PLAN

P

L

X .d g

V

IC

IN

IT

P

SITE

N

VICINITY MAP

NOT TO SCALE

FLORIDA

TENNESSEE

ALABAMA

CAROLINA

SOUTH

GEORGIA

E

E

E

E

E

E

E

E

E

E

E

E

N 1556000 N 1556000

N 1557000 N 1557000

N 1558000 N 1558000

N 1559000 N 1559000

N

SCALE 1"=200’

200’ 200 400’

WEST SITE

EAST SITE

A T

L A

N

W

Y

PEARL NIX PKWY.

D O

R S

E Y

S

T

JESSE

JEWEL

PKWY.

AIRPORT DR.

I N

D U S

T R I

V D

R R

T R

A C

K S

A V I

A T I

V D

GAINSVILLE

C H

C B

N

H A

L L

B E

R G

J

G

IB

S O

N

GI-100

M

W

IG

G

IN

S

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

LAYDOWN AREA

LAYDOWN AREA

EXIT

CONSTRUCTION

HILTON DRIVE

HILTON DR.

DOWNSTREAM SAMPLE LOCATION

UPSTREAM SAMPLE LOCATION

EXIT

CONSTRUCTION

DORSEY STREET

A

S o li c it a t io u m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F o

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

3. AT PROJECT COMPLETION ACCESS ROADS SHOULD BE RESTORED TO INITIAL CONDITIONS.

ACCESS TO THE SITE.

2. MINOR CLEARING , GRADING AND REPAIR OF ACCESS ROADS MAY BE REQUIRED FOR INITIAL AND CONTINUED

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM 83 DATUM WEST ZONE.

NOTES:

ACCESS ROAD

ACCESS ROAD

BEDOLLA YOLANDA

00128 002010

MORRIS CHARLES L JR

01127 003133

BARTLETT HARRISON

01127 003011

AHALUNA PROPERTIES

01127 003149

FLAT CREEK, LLC

01050 001002

FIELDALE CORPORATION

01050 001003

FIELDALE CORPORATION

01131 001022

ALLISON LARRY

01131 001024

ALLISON LARRY

01131 001024A

ALLISON LARRY

01131 001025

W J WHEELER

01131 001029

MARIA DIAZ

01131 001033A

ARROW PROPERTIES, LLC

00128 003001A

ARTEAGA RAMON

01129 001005

LIGHTSEY BUNCUM

00129 001008

REIDLING SHANE

01129 001009

WRIGHT TIMOTHY

00129 001010

CAUDILLO PEDRO

00129 001012

GONZALEZ IGNACIO

00129 001013

GONZALEZ IGNACIO

00131 001001

GAINESVILLE CITY OF

00131 001036

LLC

ARROW PROPERTIES,

01131 001026A

INC

COMPLETE AUTO PARTS,

01129 001004

LLC

FD OF GAINSVILLE,

00128 003025

LEEANN

WRIGHT CHERYL

00129 001011

& PAWN, LLC

MATT TRADING POST

00127 001095

BRADLEY L

HOWARD

01127 003012

PAWN, LLC

POST &

MATT TRADING

00127 001100

LOGISTICS, INC

LANDMARK

01127 003079

CENTER, LLC

NORTHEAST GEORGIA STORAGE

00127 003004

& PAWN, LLC

MATT TRADING POST

00127 001070

& PAWN, LLC

MATT TRADING POST

00127 001097

& PAWN, LLC

MATT TRADING POST

00127 001096

ACQUISTIONS, LLC

JOHN SOULES

00128 003008

& PAWN, LLC

MATT TRADING POST

00127 001093

& PAWN, LLC

MATT TRADING POST

00127 001092

MILLER CAROLYN

00128 002011

WEAR, LLC

BONANZA WESTERN

00129 001005A

MARICELA MA DIAZ

01131 001034

1158.5

FLOW

SWANN DRIVE VILLAS, LLC

00129 001035

CCM REAL ESTATE, LLC

01131 001032

CCM REAL ESTATE, LLC

01131 001031A

CCM REAL ESTATE, LLC

01131 001031B

SWANN DRIVE VILLAS, LLC

00129 001017

G U

Y

A T

L A

N

IG

H W

A Y

H

IG

H L

A N

D

T E

R R

A C

E

D O

R S E

Y

S T R E E T

CBX

BUILDING

BUILDING

BUILDING

BUILDING

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

BUILDING

& PAWN, LLC

MATT TRADING POST

00127 001094

CBX

CBX

CBX

AC

AC

G W

FOR PARCEL ROW

NO DATA FOUND

FOR PARCEL ROW

NO DATA FOUND

W

AC

AC

AC

AC

AC

AC

W

W

P R

O P

E R

T

IE

C

B L

A C

K J A

1E- 4C

1E -4

C

ELEV=1163.08

E=2394350.45 N=1557830.89

FCT-4

ASPHALT

A S

P H

A L

T

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CREEK

FLAT

CREEK

FLAT

E

4E-2C

ATMOS

1C

1C

C

E

2E

E

C

4E

6E-1C

4E

E

C

E

C

2E-1C

1E-2C

1C

E

1C

1C

1C

1E

C

1C

C

2C

S

CO

S

CO

S

S

S

S

S

S

PIPE

GAS

CAPPED

S

S

CO

CO

CO

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

R

R

R

S

S

FIP

LWA HOLDINGS INC

00128 002009G

ASPHALT

ASPHALT

A S

P H

A L

T

ASPHALT

GRAVEL

GRAVEL

TIRE

DAYTON

E C

E C

1E

E C

3E-2 C

2E-2 C

1E 1C

1E

C

E

C

E

C

1E-2C

1E-2C

1E

C

E

C

1E -3

C

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

BUILDING

ASPHALT

S

P X .d

G

IB

S O

N

M

W

IG

G

IN

S

C H

C B

N

H A

L L

B E

R G

A

P

CS-101

O V

E R

A L

L

S

A N

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SCALE 1"=200’

200’ 200 400’

I N

D U S

T R I

V D

E

E

E

E

E

E

E

E

E

E

E

E

N 1557000 N 1557000

N 1558000 N 1558000

N 1559000 N 1559000

CD-102

CE-107

CD-103

CE-108

CD-104

CE-109

CD-105

CE-110

CD-106

CE-111

COORDINATE SYSTEM 83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE

NOTES:

ALLISON LARRY

01131 001024A

ALLISON LARRY

01131 001025

W J WHEELER

01131 001029

MARIA DIAZ

01131 001033A

GAINESVILLE CITY OF

00131 001036

LLC

ARROW PROPERTIES,

01131 001026A

LLC

CCM REAL ESTATE,

01131 001031B

LLC

CCM REAL ESTATE,

01131 001031A

LLC

CCM REAL ESTATE,

01131 001032

FLOW

M A

T

E

EXISTING RIPRAP

EXISTING RIPRAP

PROJECT ALIGNMENT

DITCH

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

CONSTRUCTION LIMITS

LAYDOWN AREA

GRAVEL ROAD

.7

P I

.5

P I

.4

P I

.5

P I

.1

P I

.8

P I

.9

P I

.1

P I

.1

P I

.2

P I

.9

6P I

+7

P I

C O

N S T R

U C T

IO

N

S T

A

.7

P I

.0

2P I

.7

P I

4+68.66

PI

+94 .5

P I

.15

P I

1167 1167

CENTERLINE OF FLAT CREEK

R C

P

48"RCP

48"RCP

INV=1150.54

INV=1150.63

INV=1162.93

X D

X .d

G

IB

S O

N

M

W

IG

G

IN

S

C H

C B

N

H A

L L

B E

R G

CD-102

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

IS

T

IN

G

C O

N D

IT

IO

N S

A

E A

R

IN

G

A

U B

B

A N

CD-103BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

E

E

E

E

E

N 1557600

N 1557700 N 1557700

N 1557800 N 1557800

N

FENCE

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

EXISTING CENTERLINE OF CREEK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

CONSTRUCTION LIMITS

KEY PLAN

NOT TO SCALE

STATION NORTHING EASTING STATION NORTHING EASTING

2397063.921557645.635+10.15

2397075.581557655.984+94.56

2397090.431557677.204+68.66

2397100.121557697.954+45.76

2397112.221557704.464+32.02

2397120.341557699.944+22.73

2397150.241557677.133+85.12

2397170.471557659.933+58.57

2397201.091557629.633+15.49

2397223.791557617.042+89.53

2396652.511557749.439+47.76

2396749.971557731.748+48.71

2396844.521557716.587+52.96

2396920.531557692.586+73.24

2396946.311557688.746+47.18

2397004.301557689.935+89.18

2397017.961557679.515+72.00

2397035.551557653.875+40.90

2397052.301557644.705+21.81

CENTERLINE ALIGNMENT COORDINATE TABLE

CLEARING AND GRUBBING

WITH THE TREE PROTECTION DETAIL ON CE-510.

PROJECT SHOULD BE LEFT IN PLACE WITH THE TREE PROTECTION FENCING BEING PLACED IN ACCORDANCE

12. ANY NATIVE TREES WITHIN THE CONSTRUCTION LIMITS THAT DO NOT INTERFERE WITH THE CONSTRUCTION

WITH THE CONTRACTOR SUBMITTED, AND COR APPROVED, DEWATERING PLAN.

11. NO MACHINERY CAN BE OPERATED IN THE STREAM WITHOUT FIRST DEWATERING THE STREAM IN ACCORDANCE

ALL INITIAL BMP’S HAVE BEEN INSTALLED.

10. ALL HARVESTED TREES ARE PROPERTY OF THE CONTRACTOR. NO STUMPING OF TREES IS ALLOWED UNTIL

TO GRASSING.

THICK LAYER. THESE CHIPS MUST BE PICKED UP FROM THE SITE AND DISPOSED OF PROPERLY PRIOR

WOOD MAY BE USED AS A TEMPORARY STABILIZATION MEASURE ON SLOPES AND PLACED IN A 4"

BE EITHER CHIPPED AND STOCKPILED ON THE SITE IN THE DESIGNATED AREA FOR PICK UP. CHIPPED

9. TREES SHALL BE CLEARED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL HARVESTED TREES SHALL

OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

RESPONSIBLE FOR DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS

IN A LEGAL AND APPROVED MANNER.

7. ANY DEMOLITION OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE ON A WEEKLY BASIS, NOTED TO BE REMOVED OR RELOCATED.

6. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY

IDENTIFY THESE UTILITIES.

STARTING WORK. A THIRD PARTY LOCATE SERVICE SHALL BE HIRED BY THE CONTRACTOR TO

5. THE LOCATION OF EXISTING, UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

4. THE STREAMBED MUST BE HAND CLEARED OF ALL TRASH AND DEBRIS.

3. SURVEYED BY: MAPTECH INC. SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CD-102CD-104

CD-105

CD-106

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

MARICELA MA DIAZ

01131 001034

WRIGHT TIMOTHY

00129 001010

GAINESVILLE CITY OF

00131 001036

LLC

SWANN DRIVE VILLAS,

00129 001017

PROJECT ALIGNMENT

CONC. CURB AND GUTTER

GRAVEL

CITY OF GAINSVILLE

CITY OF GAINESVILLE

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

CONSTRUCTION LIMITS

.6

P I

.8

P I

.8

P I

+7

.6

P I

+9

7.

PI

.0

4P I

.6

P I

.6

P I

.8

8P I

.7

6P I

CENTERLINE OF FLAT CREEK

ELEV=1166.38

E=2396305.28 N=1557695.22

FCT-2

ASPHALT

48"RCP

INV=1149.94

INV=1150.12

24"RCP

INV=1150.14

48"RCP

INV=1150.40

48"RCP

X D

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CD-103

C H

C B

N

H A

L L

B E

R G

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

IS

T

IN

G

C O

N D

IT

IO

N S

A

E A

R

IN

G

A

U B

B

A N

CD-103BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

FENCE

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

M A

T

E

M A

T

E

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

CONSTRUCTION LIMITS

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

2396158.831557795.1214+60.56

2396195.261557790.8214+23.88

2396255.381557779.0613+62.62

2396306.151557774.7313+11.67

2396398.761557773.1512+19.04

2396417.611557763.4611+97.84

2396429.181557745.6911+76.64

2396437.631557736.0611+63.83

2396448.161557732.7911+52.80

2396552.071557740.2110+48.62

2396652.511557749.439+47.76

2396749.971557731.748+48.71

KEY PLAN

NOT TO SCALE

E

E

E

E

E

E

E

E

E

E

N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

CLEARING AND GRUBBING

WITH THE TREE PROTECTION DETAIL ON CE-510.

PROJECT SHOULD BE LEFT IN PLACE WITH THE TREE PROTECTION FENCING BEING PLACED IN ACCORDANCE

12. ANY NATIVE TREES WITHIN THE CONSTRUCTION LIMITS THAT DO NOT INTERFERE WITH THE CONSTRUCTION

WITH THE CONTRACTOR SUBMITTED, AND COR APPROVED, DEWATERING PLAN.

11. NO MACHINERY CAN BE OPERATED IN THE STREAM WITHOUT FIRST DEWATERING THE STREAM IN ACCORDANCE

ALL INITIAL BMP’S HAVE BEEN INSTALLED.

10. ALL HARVESTED TREES ARE PROPERTY OF THE CONTRACTOR. NO STUMPING OF TREES IS ALLOWED UNTIL

TO GRASSING.

THICK LAYER. THESE CHIPS MUST BE PICKED UP FROM THE SITE AND DISPOSED OF PROPERLY PRIOR

WOOD MAY BE USED AS A TEMPORARY STABILIZATION MEASURE ON SLOPES AND PLACED IN A 4"

BE EITHER CHIPPED AND STOCKPILED ON THE SITE IN THE DESIGNATED AREA FOR PICK UP. CHIPPED

9. TREES SHALL BE CLEARED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL HARVESTED TREES SHALL

OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

RESPONSIBLE FOR DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS

IN A LEGAL AND APPROVED MANNER.

7. ANY DEMOLITION OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE ON A WEEKLY BASIS, NOTED TO BE REMOVED OR RELOCATED.

6. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY

A THIRD PARTY LOCATE SERVICE SHALL BE HIRED BY THE CONTRACTOR TO IDENTIFY THESE UTILITIES.

5. THE LOCATION OF EXISTING, UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING WORK.

4. THE STREAMBED MUST BE HAND CLEARED OF ALL TRASH AND DEBRIS.

3. SURVEYED BY: MAPTECH INC. SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM 83 DATUM WEST ZONE.

NOTES:

N

CD-102CD-104

CD-105

CD-106

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

GAINESVILLE CITY OF

00131 001036

LIGHTSEY BUNCUM

00129 001008

VILLAS, LLC

SWANN DRIVE

00129 001035

CONC. CURB AND GUTTER

PROJECT ALIGNMENT

G U

Y

CBX

BUILDING

GRAVEL

CONSTRUCTION LIMITS

.5

6P I

.6

P I

.0

1P I

.3

7P I

.7

7P I

.7

P I

.0

P I

1.

P I

1.

0P I

C O

N S

T R

U C

T

IO

N

CBX

OF DITCH

CENTERLINE

AND GUTTER FROM ABANDONED ROAD

REMOVE ASPHALT AND CONCRETE CURB

CBX

CENTERLINE OF FLAT CREEK

EXISTING RIPRAP

GT

GTGTGT

1E- 4C

1E -4

C

ASPHALT

24"RCP

CONCRETE

C O

N C

R E

T E

ASPHALT

ASPHALT

G A

T E

8"PVC

INV=1149.69

C O

N C

R E

T E

24"RCP INV=1160.07

INV=1159.94

INV=1159.24

24"RCP IN

V 1.

"P

V C

INV=1159.29

48"RCP

INV=1149.54

48"RCP

INV=1149.72

INV=1150.02

INV=1159.17

P

V C

.6

IN

V

INV=1160.64

INV=1160.81

48"RCP

48"RCP

"P

V C

"P

V C

I N

V .6

INV=1160.54

INV=1166.82

4"PVC

E

CO

S

CO

S

S

S

CO

S

CO

CO

S

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

E

E

E

E

E

E

E

E

E

E

E

E

N 1557700 N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

CLEARING AND GRUBBING

WITH THE TREE PROTECTION DETAIL ON CE-510.

PROJECT SHOULD BE LEFT IN PLACE WITH THE TREE PROTECTION FENCING BEING PLACED IN ACCORDANCE

12. ANY NATIVE TREES WITHIN THE CONSTRUCTION LIMITS THAT DO NOT INTERFERE WITH THE CONSTRUCTION

WITH THE CONTRACTOR SUBMITTED, AND COR APPROVED, DEWATERING PLAN.

11. NO MACHINERY CAN BE OPERATED IN THE STREAM WITHOUT FIRST DEWATERING THE STREAM IN ACCORDANCE

ALL INITIAL BMP’S HAVE BEEN INSTALLED.

10. ALL HARVESTED TREES ARE PROPERTY OF THE CONTRACTOR. NO STUMPING OF TREES IS ALLOWED UNTIL

TO GRASSING.

THICK LAYER. THESE CHIPS MUST BE PICKED UP FROM THE SITE AND DISPOSED OF PROPERLY PRIOR

WOOD MAY BE USED AS A TEMPORARY STABILIZATION MEASURE ON SLOPES AND PLACED IN A 4"

BE EITHER CHIPPED AND STOCKPILED ON THE SITE IN THE DESIGNATED AREA FOR PICK UP. CHIPPED

9. TREES SHALL BE CLEARED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL HARVESTED TREES SHALL

OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

RESPONSIBLE FOR DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS

IN A LEGAL AND APPROVED MANNER.

7. ANY DEMOLITION OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE ON A WEEKLY BASIS, NOTED TO BE REMOVED OR RELOCATED.

6. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY

WORK. THIRD PARTY LOCATE SERVICE SHALL BE HIRED BY THE CONTRACTOR TO IDENTIFY THESE UTILITIES.

5. THE LOCATION OF EXISTING, UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING

4. THE STREAMBED MUST BE HAND CLEARED OF ALL TRASH AND DEBRIS.

3. SURVEYED BY: MAPTECH INC. SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM 83 DATUM WEST ZONE.

NOTES:

X D

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CD-104

C H

C B

N

H A

L L

B E

R G

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

IS

T

IN

G

C O

N D

IT

IO

N S

A

E A

R

IN

G

A

U B

B

A N

CD-103BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SCALE 1"=20’

2020’ 40’

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

M A

T

E

2395771.521557856.0418+61.30

2395808.531557841.3918+21.50

2395823.701557838.2618+06.02

2395837.841557839.9517+91.77

2395862.531557843.8817+66.77

2395908.901557845.4317+20.37

2395964.021557840.2616+65.01

2396054.821557797.3815+64.60

2396158.831557795.1214+60.56

2396195.261557790.8214+23.88

FENCE

SANITARY SEWER

STORM DRAIN

PROPERTY LINE

EXISTING CENTERLINE OF CREEK

CBX

POWER POLE

POWER POLE WITH TRANSFORMER

POWER POLE WITH GUY WIRE

CO

GT

CLEAN OUT

GREASE TRAP

POWER POLE WITH LIGHT

OVERHEAD ELECTRIC LINES

LEGEND

SANITARY SEWER MANHOLE

SURVEY MONUMENT

S

CONSTRUCTION LIMITS

KEY PLAN

NOT TO SCALE

CABLE BOX

N

CD-102CD-104

CD-105

CD-106

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

MORRIS CHARLES L JR

01127 003133

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

POST & PAWN, LLC

MATT TRADING

00127 001100

P O S T

P

A W

N

LL

C

M A

TT

TR

A D

POST & PAWN, LLC

MATT TRADING

00127 001097

EXISTING RIPRAP

OF DITCH

CENTERLINE

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

EXISTING RIPRAP

POST & PAWN, LLC

MATT TRADING

00127 001096

.4

P I

.7

9P I

.9

5P I

.1

P I

.5

P I

LWA HOLDINGS INC

00128 002009G

ELEV=1161.26

E=2393199.76

N=1557420.13

FCT-5

INV=1150.62

48"CMP

S

S

S

S

IN

V =1

.3

1E-3C

BUILDING

BUILDING

B U

IL

D

IN

G

C O N C R E T E

CONCRETE

PIPE IS CAPPED

INV=1146.78

INV=1146.66

IN

V

.4

INV=1145.75

C L

A Y

INV=1145.50

IN

V

.9

C L

A Y

P

V C

IN

V

.0

36"RCP

48"RCP

48"RCP

36"RCP

IN

V =1

.1

INV=1146.09

IN

V =1

.1

"R

C P

INV=1146.80

"R

C P

N

FLOW

PROJECT ALIGNMENT

CENTERLINE OF FLAT CREEK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

M A

T

E

E

E

E

E

E

E

E

E

E

E

N 1557100

N 1557100

N 1557200

N 1557200

N 1557300

N 1557300

N 1557400

N 1557400

N 1557500

N 1557500

CLEARING AND GRUBBING

WITH THE TREE PROTECTION DETAIL ON CE-510.

PROJECT SHOULD BE LEFT IN PLACE WITH THE TREE PROTECTION FENCING BEING PLACED IN ACCORDANCE

12. ANY NATIVE TREES WITHIN THE CONSTRUCTION LIMITS THAT DO NOT INTERFERE WITH THE CONSTRUCTION

WITH THE CONTRACTOR SUBMITTED, AND COR APPROVED, DEWATERING PLAN.

11. NO MACHINERY CAN BE OPERATED IN THE STREAM WITHOUT FIRST DEWATERING THE STREAM IN ACCORDANCE

ALL INITIAL BMP’S HAVE BEEN INSTALLED.

10. ALL HARVESTED TREES ARE PROPERTY OF THE CONTRACTOR. NO STUMPING OF TREES IS ALLOWED UNTIL

TO GRASSING.

THICK LAYER. THESE CHIPS MUST BE PICKED UP FROM THE SITE AND DISPOSED OF PROPERLY PRIOR

WOOD MAY BE USED AS A TEMPORARY STABILIZATION MEASURE ON SLOPES AND PLACED IN A 4"

BE EITHER CHIPPED AND STOCKPILED ON THE SITE IN THE DESIGNATED AREA FOR PICK UP. CHIPPED

9. TREES SHALL BE CLEARED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL HARVESTED TREES SHALL

OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

RESPONSIBLE FOR DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS

IN A LEGAL AND APPROVED MANNER.

7. ANY DEMOLITION OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE ON A WEEKLY BASIS, NOTED TO BE REMOVED OR RELOCATED.

6. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY

WORK. THIRD PARTY LOCATE SERVICE SHALL BE HIRED BY THE CONTRACTOR TO IDENTIFY THESE UTILITIES.

5. THE LOCATION OF EXISTING, UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING

4. THE STREAMBED MUST BE HAND CLEARED OF ALL TRASH AND DEBRIS.

3. SURVEYED BY: MAPTECH INC. SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM 83 DATUM WEST ZONE.

X D

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CD-105

C H

C B

N

H A

L L

B E

R G

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

W E

IS

T

IN

G

C O

N D

IT

IO

D

C L

E A

R

IN

G

A

U B

B

A N

CD-103BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

BANK PROTECTION EASEMENT LINE (CONSTRUCTION LIMITS)

KEY PLAN

NOT TO SCALE

C O

N S

T R

U C

T

IO

N

A

C O

N S

T R

U C

T

IO

N

N

CD-102CD-104

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

2393644.031557077.3842+96.24

2393671.311557107.6042+55.52

2393708.731557163.6741+88.11

2393781.361557231.1840+88.95

2393953.991557367.8138+68.79

2394039.791557430.5737+62.49

2394122.271557510.7836+47.45

CD-105

CD-106

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

LAYDOWN AREA

LANDMARK LOGISTICS, INC

01127 003079

BARTLETT HARRISON

01127 003011

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

AHALUNA PROPERTIES

01127 003149

MORRIS CHARLES L JR

01127 003133

CONSTRUCTION LIMITS

"C

M P

I N

V .7

ELEV=1158.13

E=23931.9976 N=1556842.55

FCT-6

S

S

S

S

S

INV=1145.42

INV=1145.39

36"RCP

INV=1146.23 INV=1146.53

IN

V=1

6.

49 INV=1146.12

INV=1144.64

36"RCP

INV=1145.03

INV=1144.81

I N

V .2

"P

V C

"P

V C

IN

V

.2

IN

V=1

4.

"R

CP

"R

CP

48"RCP

N

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

E

E

E

E

E

E

E

E

E

E

N 1556800

N 1556800

N 1556900

N 1556900

N 1557000

N 1557000

N 1557100

N 1557100

N 1557200

N 1557200

M A

T

E

WITH THE TREE PROTECTION DETAIL ON CE-510.

PROJECT SHOULD BE LEFT IN PLACE WITH THE TREE PROTECTION FENCING BEING PLACED IN ACCORDANCE

12. ANY NATIVE TREES WITHIN THE CONSTRUCTION LIMITS THAT DO NOT INTERFERE WITH THE CONSTRUCTION

WITH THE CONTRACTOR SUBMITTED, AND COR APPROVED, DEWATERING PLAN.

11. NO MACHINERY CAN BE OPERATED IN THE STREAM WITHOUT FIRST DEWATERING THE STREAM IN ACCORDANCE

ALL INITIAL BMP’S HAVE BEEN INSTALLED.

10. ALL HARVESTED TREES ARE PROPERTY OF THE CONTRACTOR. NO STUMPING OF TREES IS ALLOWED UNTIL

TO GRASSING.

THICK LAYER. THESE CHIPS MUST BE PICKED UP FROM THE SITE AND DISPOSED OF PROPERLY PRIOR

WOOD MAY BE USED AS A TEMPORARY STABILIZATION MEASURE ON SLOPES AND PLACED IN A 4"

BE EITHER CHIPPED AND STOCKPILED ON THE SITE IN THE DESIGNATED AREA FOR PICK UP. CHIPPED

9. TREES SHALL BE CLEARED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL HARVESTED TREES SHALL

OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

RESPONSIBLE FOR DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS

IN A LEGAL AND APPROVED MANNER.

7. ANY DEMOLITION OR CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE ON A WEEKLY BASIS, NOTED TO BE REMOVED OR RELOCATED.

6. ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS SPECIFICALLY

WORK. THIRD PARTY LOCATE SERVICE SHALL BE HIRED BY THE CONTRACTOR TO IDENTIFY THESE UTILITIES.

5. THE LOCATION OF EXISTING, UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING

4. THE STREAMBED MUST BE HAND CLEARED OF ALL TRASH AND DEBRIS.

3. SURVEYED BY: MAPTECH INC. SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM 83 DATUM WEST ZONE.

X D

X .d

CD-106

W E

IS

T

IN

G

J

G

IB

S O

N

M

W

IG

G

IN

S

C H

C B

N

H A

L L

B E

R G

A

U B

B

A N

C O

N D

IT

IO

N S

A

E A

R

IN

G M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

CD-103BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SCALE 1"=20’

2020’ 40’

KEY PLAN

NOT TO SCALE

FENCE

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

CONSTRUCTION LIMITS

N

CD-102CD-104

CD-105

CD-106

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

ALLISON LARRY

01131 001024A

ALLISON LARRY

01131 001025

W J WHEELER

01131 001029

MARIA DIAZ

01131 001033A

GAINESVILLE CITY OF

00131 001036

LLC

ARROW PROPERTIES,

01131 001026A

LLC

CCM REAL ESTATE,

01131 001031B

LLC

CCM REAL ESTATE,

01131 001031A

LLC

CCM REAL ESTATE,

01131 001032

FLOW

EXISTING RIPRAP

EXISTING RIPRAP

PROJECT ALIGNMENT

DITCH

EL. 1162’

GRADE BAR

CONSTRUCTION LIMITS

LAYDOWN AREA

GRAVEL ROAD

A

CE-501

.7

P I

0 116

.5

P I

.4

P I

.5

P I3 .1

P I

.8

P I

.1

P I

.1

P I

.2

P I

.9

6P I

+7

P I

B C E

.7

P I

.0

P I

.7

P I

4+68.66

PI

+94 .5

P I

.15

P I

1167 1167

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

.9

P I

CENTERLINE OF FLAT CREEK

1169TOP OF SLOPE

(SEE CE-503 FOR DETAILS)

STONE CROSS VANE S1

PROPOSED MODIFIED

(SEE CE-505 FOR DETAILS)

PROPOSED STONE WEIR S2

(SEE CE-505 FOR DETAILS)

PROPOSED STONE WEIR S3

(SEE CE-504 FOR DETAILS)

PROPOSED STONE J-HOOK VANE S4

(SEE CE-502 FOR DETAILS)

CROSS VANE S6

PROPOSED STONE

(SEE CE-505 FOR DETAILS)

STONE S5

PROPOSED MEANDER

3 RIPRAP

WITH GADOT TYPE

FILL EXISTING HOLE

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

RIPRAP TOE

PLACE GADOT TYPE 3

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

RIPRAP TOE

PLACE GADOT TYPE 3

TOP OF SLOPE

INV=1150.63

INV=1162.93

R C

P

48"RCP

48"RCP

INV=1150.54

E R

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CE-107

C H

C B

N

H A

L L

B E

R G

E A

I T

E M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

S

A N

CE-108BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

E

E

E

E

E

E

E

E

E

N 1557500

N 1557600 N 1557600

N 1557700 N 1557700

N 1557800 N 1557800

N

FENCE

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

2396652.511557749.439+47.76

2396749.971557731.748+48.71

2396844.521557716.587+52.96

2396920.531557692.586+73.24

2396946.311557688.746+47.18

2397004.301557689.935+89.18

2397017.961557679.515+72.00

2397035.551557653.875+40.90

2397052.301557644.705+21.81

2397063.921557645.635+10.15

2397075.581557655.984+94.56

2397090.431557677.204+68.66

2397100.121557697.954+45.76

2397112.221557704.464+32.02

2397120.341557699.944+22.73

2397150.241557677.133+85.12

2397170.471557659.933+58.57

2397201.091557629.633+15.49

2397223.791557617.042+89.53

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

EXISTING CENTERLINE OF CREEK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

CONSTRUCTION LIMITS

KEY PLAN

NOT TO SCALE

LAYDOWN AREA

M A

T

E

THE STREAM. STRUCTURE LOCATION SHALL BE VERIFIED BY THE COR.

8. STRUCTURE LOCATIONS MAY VARY DEPENDING ON THE CHANGING LOCATION OF NATURAL RIFFLES IN

THE COR.

7. CHANGES TO THE GRADING PLAN, SUCH AS DEVIATIONS FROM THE TOE LINE, MUST BE APPROVED BY

LEFT AT THEIR EXISTING GRADE IF POSSIBLE.

BANK, SUCH AS SMALL FLOOD BENCHES, THAT ARE FLATTER THAN THE SPECIFIED 1V:3H SHALL BE

6. ALL EXPOSED SLOPES STEEPER THAN A 1V:3H SHALL BE GRADED TO 1V:3H SLOPE. AREAS OF THE

TO BE COMPLETED PRIOR TO THE FENCE INSTALLATION).

TO GENERAL GRADING (SOME CLEARING AND GRUBBING AND INITIAL BMP INSTALLATION MIGHT NEED

5. CONSTRUCTION FENCING SHALL BE PLACED AT THE BORDER OF THE CONSTRUCTION LIMITS PRIOR

EXCAVATION.

4. THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR ALL STRUCTURES REQUIRING INSTREAM

3. SURVEYED BY: MAPTECH INC., SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CE-107CE-109

CE-110

CE-111

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

C O

N S T R

U C T

IO

N

S T

A

IA

Z

A

MARICELA MA DIAZ

01131 001034

WRIGHT TIMOTHY

00129 001010

CAUDILLO PEDRO

00129 001012

GONZALEZ IGNACIO

00129 001013

GONZALEZ IGNACIO

00131 001001

GAINESVILLE CITY OF

00131 001036

LLC

SWANN DRIVE VILLAS,

00129 001017

LEEANN

WRIGHT CHERYL

00129 001011

PROJECT ALIGNMENT

TO EL. 1159’

GRADE BAR DOWN

EXISTING CONC. CURB AND GUTTER

NO DATA FOUND FOR PARCEL ROW

GRAVEL

GAINESVILLE CITY OF

00131 001036

.6

P I

.8

P I

.8

P I

+7

.6

P I

+9

7.

PI

.0

P I

.6

P I

.6

P I

.8

8P I

.7

6P I

(SEE CE-502 FOR DETAILS)

CROSS VANE S7

PROPOSED STONE

TOP OF SLOPE

CENTERLINE OF FLAT CREEK

TOP OF SLOPE

(SEE CE-505 FOR DETAILS)

STONE S8

PROPOSED MEANDER

(SEE CE-505 FOR DETAILS)

PROPOSED MEANDER STONE S9

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

RIPRAP TOE

PLACE GADOT TYPE 3

ELEV=1166.38

E=2396305.28

N=1557695.22

FCT-2

48"RCP

INV=1149.94

INV=1150.12

24"RCP

INV=1150.14

48"RCP

INV=1150.40

48"RCP

ASPHALT

EXISTING

E R

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CE-108

C H

C B

N

H A

L L

B E

R G

E A

E M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

S

A N

CE-108BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

M A

T

E

M A

T

E

2396158.831557795.1214+60.56

2396195.261557790.8214+23.88

2396255.381557779.0613+62.62

2396306.151557774.7313+11.67

2396398.761557773.1512+19.04

2396417.611557763.4611+97.84

2396429.181557745.6911+76.64

2396437.631557736.0611+63.83

2396448.161557732.7911+52.80

2396552.071557740.2110+48.62

2396652.511557749.439+47.76

2396749.971557731.748+48.71

E

E

E

E

E

E

E

E

E

N 1557600

N 1557700 N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

KEY PLAN

NOT TO SCALE

CONSTRUCTION LIMITS

THE STREAM. STRUCTURE LOCATION SHALL BE VERIFIED BY THE COR.

8. STRUCTURE LOCATIONS MAY VARY DEPENDING ON THE CHANGING LOCATION OF NATURAL RIFFLES IN

THE COR.

7. CHANGES TO THE GRADING PLAN, SUCH AS DEVIATIONS FROM THE TOE LINE, MUST BE APPROVED BY

LEFT AT THEIR EXISTING GRADE IF POSSIBLE.

BANK, SUCH AS SMALL FLOOD BENCHES, THAT ARE FLATTER THAN THE SPECIFIED 1V:3H SHALL BE

6. ALL EXPOSED SLOPES STEEPER THAN A 1V:3H SHALL BE GRADED TO 1V:3H SLOPE. AREAS OF THE

TO BE COMPLETED PRIOR TO THE FENCE INSTALLATION).

TO GENERAL GRADING (SOME CLEARING AND GRUBBING AND INITIAL BMP INSTALLATION MIGHT NEED

5. CONSTRUCTION FENCING SHALL BE PLACED AT THE BORDER OF THE CONSTRUCTION LIMITS PRIOR

EXCAVATION.

4. THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR ALL STRUCTURES REQUIRING INSTREAM

3. SURVEYED BY: MAPTECH INC., SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CE-107CE-109

CE-110

CE-111

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

CONSTRUCTION LIMITS

LIGHTSEY BUNCUM

00129 001008

REIDLING SHANE

01129 001009

W R

IG

IM

O T

H Y

GAINESVILLE CITY OF

00131 001036

LLC

SWANN DRIVE VILLAS,

00129 001035

AND GUTTER

EXISTING CONC. CURB

PROJECT ALIGNMENT

G U

Y

BUILDING

CBX

GRAVEL

.5

6P I

.6

P I

.0

1P I

.3

7P I

.7

7P I

.7

P I

.0

P I

1.

P I

1.

0P I

C O

N S

T R

U C

T

IO

N

CBX

OF DITCH

CENTERLINE

CBX

FOR DETAILS)

(SEE CE-502

CROSS VANE S10

PROPOSED STONE

CENTERLINE OF FLAT CREEK

EXISTING RIPRAP

TOP OF SLOPE

TOP OF SLOPE

DOWN SLOPE

RIPRAP IN GRADED DITCH

PLACE GADOT TYPE 3

GT

CONSTRUCTION LIMITS

GTGTGT

NO DATA FOUND FOR PARCEL ROW

1E- 4C

1E -4

C

24"RCP

INV=1149.69

C O

N C

R E

T E

24"RCP INV=1160.07

INV=1159.94

INV=1159.24

24"RCP IN

V 1.

"P

V C

INV=1159.29

48"RCP

INV=1149.54

48"RCP

INV=1149.72

INV=1150.02

INV=1159.178

P

V C

.6

IN

V

INV=1160.64

INV=1160.81

48"RCP

48"RCP

"P

V C

"P

V C

I N

V .6

INV=1160.54

INV=1166.82

4"PVC

ASPHALT

EXISTING

ASPHALT

G A

T E

CONCRETE

8"PVC

ASPHALT

C O

N C

R E

T E

E

CO

S

CO

S

S

S

CO

S

CO

CO

S

E

E

E

E

E

E

E

E

E

E

E

N 1557700 N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

E R

X .d

G

IB

S O

N

M

W

IG

G

IN

S

CE-109

C H

C B

N

H A

L L

B E

R G

E A

E M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

S

A N

CE-108BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SCALE 1"=20’

2020’ 40’

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

M A

T

E

2395771.521557856.0418+61.30

2395808.531557841.3918+21.50

2395823.701557838.2618+06.02

2395837.841557839.9517+91.77

2395862.531557843.8817+66.77

2395908.901557845.4317+20.37

2395964.021557840.2616+65.01

2396054.821557797.3815+64.60

2396158.831557795.1214+60.56

2396195.261557790.8214+23.88

FENCE

SANITARY SEWER

STORM DRAIN

PROPERTY LINE

EXISTING CENTERLINE OF CREEK

CABLE BOX

POWER POLE

POWER POLE WITH TRANSFORMER

POWER POLE WITH GUY WIRE

CO CLEAN OUT

GREASE TRAP

POWER POLE WITH LIGHT

OVERHEAD ELECTRIC LINES

LEGEND

SANITARY SEWER MANHOLE

SURVEY MONUMENT

S

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CBX

GT

CONSTRUCTION LIMITS

KEY PLAN

NOT TO SCALE

THE STREAM. STRUCTURE LOCATION SHALL BE VERIFIED BY THE COR.

8. STRUCTURE LOCATIONS MAY VARY DEPENDING ON THE CHANGING LOCATION OF NATURAL RIFFLES IN

THE COR.

7. CHANGES TO THE GRADING PLAN, SUCH AS DEVIATIONS FROM THE TOE LINE, MUST BE APPROVED BY

LEFT AT THEIR EXISTING GRADE IF POSSIBLE.

BANK, SUCH AS SMALL FLOOD BENCHES, THAT ARE FLATTER THAN THE SPECIFIED 1V:3H SHALL BE

6. ALL EXPOSED SLOPES STEEPER THAN A 1V:3H SHALL BE GRADED TO 1V:3H SLOPE. AREAS OF THE

TO BE COMPLETED PRIOR TO THE FENCE INSTALLATION).

TO GENERAL GRADING (SOME CLEARING AND GRUBBING AND INITIAL BMP INSTALLATION MIGHT NEED

5. CONSTRUCTION FENCING SHALL BE PLACED AT THE BORDER OF THE CONSTRUCTION LIMITS PRIOR

EXCAVATION.

4. THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR ALL STRUCTURES REQUIRING INSTREAM

3. SURVEYED BY: MAPTECH INC., SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CE-107CE-109

CE-110

CE-111

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

MORRIS CHARLES L JR

01127 003133

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

POST & PAWN, LLC

MATT TRADING

00127 001100

P O S T

P

A W

N

LL

C

M A

TT

TR

A D

POST & PAWN, LLC

MATT TRADING

00127 001097

EXISTING RIPRAP

EXISTING RIPRAP

OF DITCH

CENTERLINE

POST & PAWN, LLC

MATT TRADING

00127 001096

.4

P I

.7

9P I

.9

5P I

.1

P I

.5

P I

C O

N S

T R

U C

T

IO

N

A

C O

N S

T R

U C

T

IO

N

INV=1146.80

11601160

LWA HOLDINGS INC

00128 002009G

TOP OF SLOPE

TOP OF SLOPE

(SEE CE-501 FOR DETAILS)

CROSS VANE S12

PROPOSED STONE

(CONSTRUCTION LIMITS)

EASEMENT LINE

BANK PROTECTION

(SEE CE-505 FOR DETAILS)

PROPOSED MEANDER STONE S11

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

6" #57 STONE

RIPRAP 18" DEEP ON

PLACE GADOT TYPE 3

ELEV=1161.26

E=2393199.76

N=1557420.13

FCT-5

INV=1150.62

48"CMP

S

S

S

S

PIPE IS CAPPED

INV=1146.78

INV=1146.66

IN

V

.4

INV=1145.75

C L

A Y

INV=1145.50

IN

V

.9

C L

A Y

P

V C

IN

V

.0

36"RCP

48"RCP

48"RCP

36"RCP

IN

V =1

.1

INV=1146.09

IN

V =1

.1

"R

C P

"R

C P

CONCRETE

IN

V =1

.3

1E-3C

BUILDING

BUILDING

B U

IL

D

IN

G

C O N C R E T E

CONCRETE

BUILDING

N

FLOW

PROJECT ALIGNMENT

CENTERLINE OF FLAT CREEK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

M A

T

E

E

E

E

E

E

E

E

E

E

E

E

E

N 1557100

N 1557100

N 1557200

N 1557200

N 1557300

N 1557300

N 1557400

N 1557400

N 1557500

N 1557500

E R

X .d

C B

N

H A

L L

B E

R G

J

G

IB

S O

N

W E

E M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N M

W

IG

G

IN

S

CE-110

J U

S

A N

CE-108BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

SCALE 1"=20’

2020’ 40’

STATION NORTHING EASTING

COORDINATE TABLE

CENTERLINE ALIGNMENT

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

2393644.031557077.3842+96.24

2393671.311557107.6042+55.52

2393708.731557163.6741+88.11

2393781.361557231.1840+88.95

2393953.991557367.8138+68.79

2394039.791557430.5737+62.49

2394122.271557510.7836+47.45

LEGEND

KEY PLAN

NOT TO SCALE

THE STREAM. STRUCTURE LOCATION SHALL BE VERIFIED BY THE COR.

8. STRUCTURE LOCATIONS MAY VARY DEPENDING ON THE CHANGING LOCATION OF NATURAL RIFFLES IN

THE COR.

7. CHANGES TO THE GRADING PLAN, SUCH AS DEVIATIONS FROM THE TOE LINE, MUST BE APPROVED BY

LEFT AT THEIR EXISTING GRADE IF POSSIBLE.

BANK, SUCH AS SMALL FLOOD BENCHES, THAT ARE FLATTER THAN THE SPECIFIED 1V:3H SHALL BE

6. ALL EXPOSED SLOPES STEEPER THAN A 1V:3H SHALL BE GRADED TO 1V:3H SLOPE. AREAS OF THE

TO BE COMPLETED PRIOR TO THE FENCE INSTALLATION).

TO GENERAL GRADING (SOME CLEARING AND GRUBBING AND INITIAL BMP INSTALLATION MIGHT NEED

5. CONSTRUCTION FENCING SHALL BE PLACED AT THE BORDER OF THE CONSTRUCTION LIMITS PRIOR

EXCAVATION.

4. THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR ALL STRUCTURES REQUIRING INSTREAM

3. SURVEYED BY: MAPTECH INC., SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CE-107CE-109

CE-110

CE-111

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

NG

BUILDING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CONSTRUCTION LIMITS

LAYDOWN AREA

LANDMARK LOGISTICS, INC

01127 003079

BARTLETT HARRISON

01127 003011

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

AHALUNA PROPERTIES

01127 003149

MORRIS CHARLES L JR

01127 003133

CONSTRUCTION LIMITS

ELEV=1158.13

E=23931.9976 N=1556842.55

FCT-6

"C

M P

I N

V .7

S

S

S

S

S

36"RCP

INV=1146.23

INV=1145.42

INV=1145.39

INV=1146.53

IN

V=1

6.

49 INV=1146.12

INV=1144.64

36"RCP

INV=1145.03

INV=1144.81

I N

V .2

"P

V C

"P

V C

IN

V

.2

IN

V=1

4.

"R

CP

"R

CP

48"RCP

N

FLOW

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

E

E

E

E

E

E

E

E

E

E

N 1556800

N 1556800

N 1556900

N 1556900

N 1557000

N 1557000

N 1557100

N 1557100

N 1557200

N 1557200

M A

T

E

X D X .d

.G

IB

S

O N

M

W

IG

G

IN

S

C H

C B

N

H A

L L

B E

R G

S

A N

W E

E M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

CE-111

CE-108BUILDING

BUILDING

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

SCALE 1"=20’

2020’ 40’

KEY PLAN

NOT TO SCALE

FENCE

SANITARY SEWER

STORM DRAIN

S SANITARY SEWER MANHOLE

PROPERTY LINE

LEGEND

EXISTING CENTERLINE OF CREEK

SURVEY MONUMENT

CONSTRUCTION LIMITS

THE STREAM. STRUCTURE LOCATION SHALL BE VERIFIED BY THE COR.

8. STRUCTURE LOCATIONS MAY VARY DEPENDING ON THE CHANGING LOCATION OF NATURAL RIFFLES IN

THE COR.

7. CHANGES TO THE GRADING PLAN, SUCH AS DEVIATIONS FROM THE TOE LINE, MUST BE APPROVED BY

LEFT AT THEIR EXISTING GRADE IF POSSIBLE.

BANK, SUCH AS SMALL FLOOD BENCHES, THAT ARE FLATTER THAN THE SPECIFIED 1V:3H SHALL BE

6. ALL EXPOSED SLOPES STEEPER THAN A 1V:3H SHALL BE GRADED TO 1V:3H SLOPE. AREAS OF THE

TO BE COMPLETED PRIOR TO THE FENCE INSTALLATION).

TO GENERAL GRADING (SOME CLEARING AND GRUBBING AND INITIAL BMP INSTALLATION MIGHT NEED

5. CONSTRUCTION FENCING SHALL BE PLACED AT THE BORDER OF THE CONSTRUCTION LIMITS PRIOR

EXCAVATION.

4. THE CONTRACTOR SHALL PREPARE A DEWATERING PLAN FOR ALL STRUCTURES REQUIRING INSTREAM

3. SURVEYED BY: MAPTECH INC., SURVEY DATES: NOVEMBER 2, THRU 16, 2015.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD88.

83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE COORDINATE SYSTEM

NOTES:

N

CE-107CE-109

CE-110

CE-111

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

T R

A I L

E R

BUILDING

TRAI

LER

TRAILER

TRAILER

TRAILER

B U

IL

D

IN

G

BUI

LDI

FLOW

A

T

E

GRAVEL ROAD

PROJECT ALIGNMENT

CENTERLINE OF FLAT CREEK

TOP OF SLOPE

TOP OF SLOPE

A

B

C

D

E

F

GH

I

J

K

L

TOE OF SLOPE

ALLISON LARRY

01131 001024A

ALLISON LARRY

01131 001025

W J WHEELER

01131 001029

MARIA DIAZ

01131 001033A

GAINESVILLE CITY OF

00131 001036

LLC

ARROW PROPERTIES,

01131 001026A

LLC

CCM REAL ESTATE,

01131 001031B

LLC

CCM REAL ESTATE,

01131 001031A

LLC

CCM REAL ESTATE,

01131 001032

.5

P I

.4

P I

.5

P I3 .1

P I

.7

P I

.0

P I

.7

P I

4+68.66

PI

+94 .5

P I

.15

P I

.8

P I

.9

P I

.1

P I

.1

P I

.2

P I

.9

6P I

.7

P I

+7

I

P

B

X .d

V-112

A

O T

E C

T

IO

N E

A S

E M

E

A N

M

W

IG

G

IN

S

J

G

IB

S O

N C

H

C B

N

H A

L L

B E

R G

M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

V-115

V-114

V-113

V-112

KEY PLAN

NOT TO SCALE

E

E

E

E

E

E

E

E

E

E

E

E

N 1557500

N 1557600 N 1557600

N 1557700 N 1557700

N 1557800 N 1557800

N

FENCE

TOP OF SLOPE

PROPERTY LINE

LEGEND

SCALE 1"=20’

2020’ 40’

EXISTING CENTERLINE OF CREEK

TOE OF SLOPE

PT. NORTHING EASTING

2396660.391557806.34M

2396723.061557795.99L

2396785.241557788.36K

2396847.421557780.74J

2396909.021557776.18I

2397037.581557738.21H

2397063.701557737.09G

2397082.121557752.91F

2397142.061557760.58E

2397166.951557749.42D

2397195.911557725.90C

2397177.551557645.30B

2397145.441557648.68A

COORDINATE TABLE

BANK PROTECTION EASEMENT

BANK PROTECTION EASEMENT

EASEMENT CORRIDOR.

3. ACCESS PERMITTED FROM PUBLIC RIGHT-OF-WAY ALONG

GAINSVILLE.

LIMITS AND THOSE LANDS ALREADY OWNED BY THE CITY OF

2. CONTRACTOR SHALL STAY WITHIN THE ACQUIRED EASEMENT

COORDINATE SYSTEM 83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE

NOTES:

M A

T

E

PROJECT ALIGNMENT

CENTERLINE OF FLAT CREEK

TOP OF SLOPE

TOP OF SLOPE

GRAVEL

TOE OF SLOPE

M

NO

P

Q

R

ELEV=1166.38

E=2396305.28

N=1557695.22

FCT-2

M A

Z

A

MARICELA MA DIAZ

01131 001034

WRIGHT TIMOTHY

00129 001010

CAUDILLO PEDRO

00129 001012

GONZALEZ IGNACIO

00129 001013

GONZALEZ IGNACIO

00131 001001

GAINESVILLE CITY OF

00131 001036

LLC

SWANN DRIVE VILLAS,

00129 001017

LEEANN

WRIGHT CHERYL

00129 001011

.7

6P I

.6

P I

.8

P I

.8

P I

+7

.6

P I

+9

7.

PI

.0

P I

.6

P I

.6

P I

.8

8P I

GAINESVILLE CITY OF

00131 001036

GAINESVILLE CITY OF

00131 001036

P

B

X .d

S

E M

E

A N

J

G

IB

S O

N

M

W

IG

G

IN

S

V-113

C H

C B

N

H A

L L

B E

R G

B A

O T

E C

T

IO

N M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

V-114

V-113

V-112

KEY PLAN

NOT TO SCALE

N

SCALE 1"=20’

2020’ 40’

M A

T

E

M A

T

E

E

E

E

E

E

E

E

E

E

N 1557600

N 1557700 N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

FLOW

FENCE

TOP OF SLOPE

PROPERTY LINE

LEGEND

EXISTING CENTERLINE OF CREEK

TOE OF SLOPE

BANK PROTECTION EASEMENT

EASEMENT CORRIDOR.

3. ACCESS PERMITTED FROM PUBLIC RIGHT-OF-WAY ALONG

GAINSVILLE.

LIMITS AND THOSE LANDS ALREADY OWNED BY THE CITY OF

2. CONTRACTOR SHALL STAY WITHIN THE ACQUIRED EASEMENT

COORDINATE SYSTEM 83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE

NOTES:

PT. NORTHING EASTING

COORDINATE TABLE

BANK PROTECTION EASEMENT

2396377.801557834.95R

2396446.181557827.37Q

2396472.821557790.23P

2396543.231557799.93O

2396599.181557802.61N

2396660.391557806.34M

LIGHTSEY BUNCUM

00129 001008

REIDLING SHANE

01129 001009

W R

IG

IM

O T

H Y

GAINESVILLE CITY OF

00131 001036

LLC

SWANN DRIVE VILLAS,

00129 001035

GAINESVILLE CITY OF

00131 001036

GAINESVILLE CITY OF

00131 001036

PROJECT ALIGNMENT

BUILDING

GRAVEL

.5

6P I

.6

P I

.0

1P I

.3

7P I

.7

7P I

.7

P I

.0

P I

1.

P I

1.

0P I

CENTERLINE OF FLAT CREEK

TOP OF SLOPE

TOP OF SLOPE

TOE OF SLOPE

C O

N C

R E

T E

CONCRETE

E

E

E

E

E

E

E

E

E

E

E

N 1557700 N 1557700

N 1557800 N 1557800

N 1557900 N 1557900

FLOW

FENCE

TOP OF SLOPE

PROPERTY LINE

LEGEND

EXISTING CENTERLINE OF CREEK

TOE OF SLOPE

BANK PROTECTION EASEMENT

EASEMENT CORRIDOR.

3. ACCESS PERMITTED FROM PUBLIC RIGHT-OF-WAY ALONG

GAINSVILLE.

LIMITS AND THOSE LANDS ALREADY OWNED BY THE CITY OF

2. CONTRACTOR SHALL STAY WITHIN THE ACQUIRED EASEMENT

COORDINATE SYSTEM 83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE

P

B

X .d

S

E M

E

A N

J

G

IB

S O

N

M

W

IG

G

IN

S

V-114

C H

C B

N

H A

L L

B E

R G

B A

O T

E C

T

IO

N M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N J

U

E A

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

V-114

V-113

V-112

KEY PLAN

NOT TO SCALE

N

SCALE 1"=20’

2020’ 40’

M A

T

E

V

X

Y

Z AA

BB

CC

DD

EE

FF

GG

W

U

MORRIS CHARLES L JR

01127 003133

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

ELEV=1161.26

E=2393199.76

N=1557420.13

FCT-5

NORTHEAST GEORGIA STORAGE CENTER, LLC

00127 003004

LWA HOLDINGS INC

00128 002009G

.4

P I

.7

9P I

.9

5P I

.1

P I

.5

P I

POST & PAWN, LLC

MATT TRADING

00127 001100

P O S T

P

A W

N

LL

C

M A

TT

TR

A D

POST & PAWN, LLC

MATT TRADING

00127 001097

POST & PAWN, LLC

MATT TRADING

00127 001096

TOP OF SLOPE

TOP OF SLOPE

TOP OF SLOPE

TOE OF SLOPE

PROJECT ALIGNMENT

E

E

E

E

E

E

E

E

E

E

E

N 1557100

N 1557100

N 1557200

N 1557200

N 1557300

N 1557300

N 1557400

N 1557400

N 1557500

N 1557500

N

FLOW

CENTERLINE OF FLAT CREEK

PT. NORTHING EASTING

COORDINATE TABLE

BANK PROTECTION EASEMENT

EASEMENT CORRIDOR.

3. ACCESS PERMITTED FROM PUBLIC RIGHT-OF-WAY ALONG

GAINSVILLE.

LIMITS AND THOSE LANDS ALREADY OWNED BY THE CITY OF

2. CONTRACTOR SHALL STAY WITHIN THE ACQUIRED EASEMENT

COORDINATE SYSTEM 83 DATUM WEST ZONE.

1. COORDINATES ARE REFERENCED TO GEORGIA STATE PLANE

NOTES:

FENCE

TOP OF SLOPE

PROPERTY LINE

LEGEND

EXISTING CENTERLINE OF CREEK

TOE OF SLOPE

BANK PROTECTION EASEMENT

2394030.121557427.66GG

2394009.461557390.07FF

2393909.011557313.47EE

2393923.231557288.70DD

2393904.871557253.38CC

2393795.661557160.06BB

2393742.811557106.08AA

2393701.021557079.54Z

2393649.441557084.03Y

2393621.781557107.26X

2393629.491557159.37W

2393658.561557200.47V

2393748.881557288.15U

2393964.261557455.90T

2393993.661557451.78S

P

B

X .d

S

E M

E

A N

C H

C B

N

H A

L L

B E

R G

J

G

IB

S O

N

B A

O T

E C

T

IO

N M

A L

E X

A N

D E

R

H A

U N

T Y

G E

O R

G

IA

F L

E

O S

Y S

T

S T

O R

A T

IO

N M

W

IG

G

IN

S

V-115

J U

W E

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

V-114

V-113

V-112

KEY PLAN

NOT TO SCALE

SCALE 1"=20’

2020’ 40’

E

PROFESSIONAL

No. PE036652

DERETSIGER

REENIGNE

AI

GROE

G

E I

Z

NEKcM .

P

L

I E

N

EXPIRES 08/21/2016

DESIGN PROFESSIONAL #44944

GSWCC LEVEL II

C E X .d

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Q U

IR

E M

E N

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C H

C B

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A L

E X

A N

D E

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S O

N

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W

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G

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H A

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G E

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IA

F L

E

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Y S

T

S T

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A T

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N N

M c

K E

N Z

IE

CE-001

J U

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

D a t e

F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

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DERETSIGER

REENIGNE

AI

GROE

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E I

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NEKcM .

P

L

I E

N

EXPIRES 08/21/2016

C E

X .d

T E

S E

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P

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T S

C H

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H A

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G E

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F L

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T

S T

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A T

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N N

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CE-002

J U

S o li c it a t m b e r

Number:

Reference

Sheet

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

M O

B

IL

E

A L

A B

A M

A D r a

D e s ig n

C h e c k

R e v ie w

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F

US Army Corps of Engineers

Mobile District

X

B C D E F G H I

S y m b o l

D e s c r ip t io n D a t e

A p p r o v e d

I.

S .O

S h e e t

F m

DESIGN PROFESIONAL CERTIFICATIONS:

SUPERVISION."

LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY

"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE

VIOLATIONS."

INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING

AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE

INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE

SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM,

TO ASSURE THAT CERTIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION

PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE

GEORGIA PE #GASWCC CERTIFICATION #

GASWCC LEVEL II DESIGN PROFESSIONAL

NEIL P. McKENZIE

44944 36652

TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001."

DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED

RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE

THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE

STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH

"MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE

PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT

PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT

"I CERTIFY THAT THE PERMITTEE’S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

GEORGIA PE #GASWCC CERTIFICATION #

GASWCC LEVEL II DESIGN PROFESSIONAL

NEIL P. McKENZIE

44944 36652

GEORGIA PE #GASWCC CERTIFICATION #

GASWCC LEVEL II DESIGN PROFESSIONAL

NEIL P. McKENZIE

44944 36652

GRASSES AND/OR SHRUBS AND HARDWOODS.

IS NO PROJECTED CHANGES AS ALL DISTURBED AREAS WILL BE REPLANTED WITH

WOODED AND GRASSED AREAS OVER HYDRAULIC SOIL GROUPS A AND B. THERE

16. THE PRE AND POST RUNOFF COEFFICIENTS ARE BOTH 0.25 AND ARE BASED ON

APPLICABLE________NOT APPLICABLE________(DESIGNER SIG)

SOIL AND WATER CONSERVATION COMMISSION).

BY A DESIGN PROFESSIONAL (UNLESS DISAPPROVED BY EPD OR THE GEORGIA

TO BE EQUIVALENT TO OUR SUPERIOR TO CONVENTIONAL BMP’S AS CERTIFIED

15. USE OF ALTERNATE BMP’S WHOSE PERFORMANCE HAS BEEN DOCUMENTED

THE TMDL.

THE IMPERVIOUS AREA, IT FULLY COMPLIES WITH THE REQUIREMENTS OF

COMPLETELY RESTORES THE RIPARIAN…