FY20PN89006_DRAWINGS_FINAL Red AMD1_Part_1.pdf

PDF 46 MB Posted Aug 6, 2020

Attached to: PN 89006 Company Operations Facility, Fort Benning, Georgia
Solicitation number: W912HN20B3012
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract solicitation for construction services. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Savannah on July 16, 2020 under number W912HN20B3012 for construction of a Company Operations Facility at Fort Benning, Georgia. One drawing file and three specifications files are included. Bids for the project are due by August 19, 2020 at 2:00pm Eastern Time. The solicitation seeks construction services for a new Company Operations Facility and includes bidding documents such as drawings and specifications to guide contractor responses. The response due date is August 19th at 2pm ET.

View the file

Other files

File	Type	Posted
C.04 W912HN20B2012 COF Bid Opening Attendees.pdf	PDF	Aug 28, 2020
C.04 Abstract_W912HN20B3012 COF.pdf	PDF	Aug 28, 2020
B.08 W912HN20B30120002.pdf	PDF	Aug 13, 2020
W912HN-20-B-3012_AMD2.PDF	PDF	Aug 13, 2020
20B3012vol1 AMD 0002.PDF	PDF	Aug 13, 2020
B.08 W912HN20B30120002.pdf	PDF	Aug 13, 2020
20B3012vol2 AMD 0002.PDF	PDF	Aug 13, 2020
W912HN20B30120001 Site Visit Sign-In Sheet.pdf	PDF	Aug 6, 2020
FY20PN89006_DRAWINGS_FINAL Red AMD1_Part_2.pdf	PDF	Aug 6, 2020
B.08 W912HN20B30120001.pdf	PDF	Aug 6, 2020
20B3012vol2 AMD 0001.PDF	PDF	Aug 6, 2020
W912HN20B3012 Site Visit Memorandum for Record.pdf	PDF	Aug 6, 2020
20B3012vol1 AMD 0001.PDF	PDF	Aug 6, 2020
FY20PN89006_DRAWINGS_FINAL Red.pdf	PDF	Jul 16, 2020
20B3012vol1.pdf	PDF	Jul 16, 2020
20B3012vol3.pdf	PDF	Jul 16, 2020
20B3012vol2.pdf	PDF	Jul 16, 2020

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8/4/20208/04/2020

08/04/20

VICINITY MAP

NO SCALE

ATLANTA

FORT BENNING

COLUMBUS

MACON

AUGUSTA

SAVANNAH

ALBANY

STATE OF GEORGIA

NO SCALE

CONTRACTOR ENTRANCE

U.S. HIGHWAY 27/280

HAUL ROUTE

CUSSETA

CHATTAHOOCHEE

RIVER

G E O R G I A

MITCHELL

FORT

MILITARY

RESERVATION

FORT BENNING

COLUMBUS

PHENIX CITY

FLOURNOYS

FORT

MITCHELL

LAWSON

AAF

85 80

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IDA

CHATTAHOOCHEE

COUNTY

COMPANY OPERATIONS

BUILDING

PROJECT LOCATION

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40' 20' 0 40' 80' 120'

GRAPHIC SCALE: 1" = 40'

V-111

V-112

GENERAL SURVEY NOTES

1. NO UNDERGROUND INSTALLATION OR IMPROVEMENTS

HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON.

2. LOWE ENGINEERS' CERTIFICATE OF AUTHORIZATION

NUMBER TO PROVIDE SURVEYING SERVICES IN GEORGIA

IS COA 648.

3. AS USED ON THIS DRAWING, CERTIFY MEANS TO STATE

OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS

REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE

SUBJECT OF THE CERTIFICATION AND DOES NOT

CONSTITUTE A WARRANTY OF GUARANTEE, EITHER

EXPRESSED OR IMPLIED. THIS CERTIFICATION IS ONLY

FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE

OF TITLE, ZONING, EASEMENTS OR FREEDOM OF

ENCUMBRANCES.

4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,

RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED

THIS SURVEYOR EXCEPT AS SHOWN HEREON.

5. VERTICAL DATUM NOTE. THE ELEVATIONS SHOWN HERON

ARE REFERENCED TO NAVD 1988.

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GRAPHIC SCALE: 1" = 10'

KEYMAP

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GRAPHIC SCALE: 1" = 10'

KEYMAP

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GRAPHIC SCALE: 1" = 40'

LEGEND

BORING LOCATION.

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NPW

A CLR CLEAR, ELECT ELECTRIC G J O Q ST STREET V

ABN ABANDON CLEARANCE ELEV ELEVATION GA GAGE J OC OVERCROSSING QTY QUANTITY STA STATION V VALVE, ABUT ABUTMENT CM CORRUGATED METAL EMB EMBANKMENT GALV GALVANIZED JCT JUNCTION OD OUTSIDE DIAMETER STD STANDARD VAR VARIABLE

AC ASPHALT CONCRETE CMP CORRUGATED METAL PIPE ENGR ENGINEER GP GRADING PLAN JB JUNCTION BOX OF OUTSIDE FACE R STR STRUCTURE VC VERTICAL CURVE

ADJ ADJUST CO CLEANOUT EP EDGE OF PAVEMENT GR GUARD RAILING JT JOINT OG ORIGINAL GROUND R RADIUS SURF SURFACING VCP VITRIFIED CLAY PIPE

AHD AHEAD COL COLUMN EQ EQUATION GSP GALVANIZED STEEL PIPE OH OVERHEAD RCP REINFORCED CONCRETE PIPE SW SIDEWALK, VERT VERTICAL

ALT ALTERNATE CONC CONCRETE ES EDGE OF SHOULDER GTR GUTTER L OPP OPPOSITE RD ROAD SWR SEWER VOL VOLUME

APPROX APPROXIMATE CONST CONSTRUCT, ETW EDGE OF TRAVELED WAY L LENGTH REINF REINFORCED, SYM SYMMETRICAL

ASSY ASSEMBLY CONSTRUCTION EVC END VERTICAL CURVE H LAT LATITUDE P REL RELOCATE W

ATFP ANTI TERRORISM FORCE CONT CONTINUOUS EW ENDWALL H HEIGHT LOC LOCATION P PAGE REPL REPLACEMENT T W WEST, PROTECTION COORD COORDINATE EXC EXCAVATION H, HR HOUR LONG LONGITUDE PB PULL BOX RET RETAINING TAN TANGENT WIDTH

AVE AVENUE CTRS CENTERS EXIST EXISTING HD HORIZONTAL DRAIN LONGIT LONGITUDINAL PC POINT OF CURVATURE, REV REVISED TBR TIMBER WT WEIGHT

AVG AVERAGE CULV CULVERT EXP EXPANSION, HDWL HEADWALL LT LEFT PRECAST RDWY ROADWAY TC TOP OF CURB WV WATER VALVE @ AT CL CENTERLINE EXPRESSWAY HORIZ HORIZONTAL PCC POINT OF COMPOUND CURVE, RR RAILROAD TEL TELEPHONE WW WINGWALL

EXP JT EXPANSION JOINT HP HINGE POINT, M PCVC POINT OF COMPOUND VERTICAL CURVE RSP ROCK SLOPE PROTECTION TEMP TEMPORARY

B D EXT EXTERIOR HORSEPOWER MAINT MAINTENANCE PED PEDESTRIAN RT RIGHT TG TOP OF GRATE X

BC BEGIN HORIZONTAL CURVE D DEPTH HS HIGH STRENGTH MAX MAXIMUM PG PROFILE GRADE RTE ROUTE TOT TOTAL X SEC CROSS SECTION

BCR BEGIN CURB RETURN DD DOWNDRAIN F HW HEADWALL, MEP MILITARY EQUIPMENT PI POINT OF INTERSECTION R/W RIGHT OF WAY TP TELEPHONE POLE XING CROSSING

BEG BEGIN DBL DOUBLE FB FLOOR BEAM HIGH WATER PARKING P/L PROPERTY LINE RWY RAILWAY TRANS TRANSITION

BK BACK DEG DEGREE FDN FOUNDATION HWM HIGH WATER MARK MH MANHOLE POC POINT OF HORIZONTAL CURVE TS TRANSVERSE Y

BKF BACKFILL DIA DIAMETER FF FILTER FABRIC HWY HIGHWAY MIN MINIMUM POT POINT OF TANGENT S TRAFFIC SIGNAL, YR YEAR

BLDG BUILDING DIAPH DIAPHRAGM FG FINISHED GRADE MISC MISCELLANEOUS POVC POINT OF VERTICAL CURVE S SOUTH, TUBULAR STEEL YRS YEARS

BLVD BOULEVARD DIST DISTANCE, FH FIRE HYDRANT I MKR MARKER PP POWER POLE SALV SALVAGE TYP TYPICAL

BM BENCH MARK DISTRICT FIG FIGURE ID INSIDE DIAMETER MOD MODIFIED, PPL PREFORMED PERMEABLE LINER SD STORM DRAIN

BOT BOTTOM DR DRIVE FL FLOW LINE IF INSIDE FACE MODIFY PRC POINT OF REVERSE CURVE SEC SECOND, U

BVC BEGIN VERTICAL CURVE FOB FREE ON BOARD INT INTERIOR MON MONUMENT PRF PAVEMENT REINFORCING FABRIC SECTION USAR UNITED STATES ARMY

BW BARBED WIRE E FOC FACE OF CONCRETE INV INVERT MTL MATERIAL PRVC POINT OF REVERSE VERTICAL CURVE SEP SEPARATION RESERVE

E EAST FR RD FRONTAGE ROAD IRR IRRIGATION PERF PERFORATED SHLD SHOULDER

C EASE EASEMENT FTG FOOTING N PT POINT OF TANGENCY SHT SHEET

CB CATCH BASIN EC END HORIZONTAL CURVE N NORTH PVC POLYVINYL CHLORIDE SIM SIMILAR

CHNL CHANNEL ECR END CURB RETURN NB NORTHBOUND PVMT PAVEMENT SPEC SPECIAL,

CI CURB INLET ED EDGE DRAIN NO. NUMBER SPECIFICATIONS

CIP CAST-IN-PLACE, NTS NOT TO SCALE

C H

D B

D R

B Y:

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SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

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R Y

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GENERAL SURVEY NOTES

1. NO UNDERGROUND INSTALLATION OR IMPROVEMENTS

HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON.

2. LOWE ENGINEERS' CERTIFICATE OF AUTHORIZATION

NUMBER TO PROVIDE SURVEYING SERVICES IN GEORGIA

IS COA 648.

3. AS USED ON THIS DRAWING, CERTIFY MEANS TO STATE

OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS

REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE

SUBJECT OF THE CERTIFICATION AND DOES NOT

CONSTITUTE A WARRANTY OF GUARANTEE, EITHER

EXPRESSED OR IMPLIED. THIS CERTIFICATION IS ONLY

FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE

OF TITLE, ZONING, EASEMENTS OR FREEDOM OF

ENCUMBRANCES.

4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,

RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED

THIS SURVEYOR EXCEPT AS SHOWN HEREON.

5. VERTICAL DATUM NOTE. THE ELEVATIONS SHOWN HERON

ARE REFERENCED TO NAVD 1988.

GENERAL SURVEY NOTES

1. NO UNDERGROUND INSTALLATION OR IMPROVEMENTS

HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON.

2. LOWE ENGINEERS' CERTIFICATE OF AUTHORIZATION

NUMBER TO PROVIDE SURVEYING SERVICES IN GEORGIA

IS COA 648.

3. AS USED ON THIS DRAWING, CERTIFY MEANS TO STATE

OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS

REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE

SUBJECT OF THE CERTIFICATION AND DOES NOT

CONSTITUTE A WARRANTY OF GUARANTEE, EITHER

EXPRESSED OR IMPLIED. THIS CERTIFICATION IS ONLY

FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE

OF TITLE, ZONING, EASEMENTS OR FREEDOM OF

ENCUMBRANCES.

4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,

RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED

THIS SURVEYOR EXCEPT AS SHOWN HEREON.

5. VERTICAL DATUM NOTE. THE ELEVATIONS SHOWN HERON

ARE REFERENCED TO NAVD 1988.

1. CONTRACTOR SHALL CONTACT GEORGIA 811 BEFORE

COMMENCING ANY LAND DISTURBANCE ACTIVITIES.

2. BACK FILL VOIDS LEFT BY DEMOLITION TO ADJACENT

GRADE. REFER TO SPECIFICATION 31 00 00 EARTHWORK.

3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM FORT

BENNING AND DISPOSED OF IN A LEGAL AND REGULATED

MANNER AT NO ADDITIONAL EXPENSE TO THE

GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION

WITH THE UTILITY OWNER.

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL CONTACT GEORGIA 811 BEFORE

COMMENCING ANY LAND DISTURBANCE ACTIVITIES.

2. BACK FILL VOIDS LEFT BY DEMOLITION TO ADJACENT

GRADE. REFER TO SPECIFICATION 31 00 00 EARTHWORK.

3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM FORT

BENNING AND DISPOSED OF IN A LEGAL AND REGULATED

MANNER AT NO ADDITIONAL EXPENSE TO THE

GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION

WITH THE UTILITY OWNER.

GENERAL DEMOLITION NOTES

1. REFER TO SHEET CD101 FOR LIMITS OF CONSTRUCTION

NORTHING/EASTINGS.

GENERAL SITE LAYOUT NOTES

1. REFER TO SHEET CD101 FOR LIMITS OF CONSTRUCTION

NORTHING/EASTINGS.

GENERAL SITE LAYOUT NOTES

1. REFER TO SHEETCG701 THRU CG819 FOR EROSION AND

SEDIMENT CONTROL PLAN.

2. REFER TO SHEET C-001 FOR CIVIL LEGEND.

GENERAL GRADING NOTES

1. REFER TO SHEETCG701 THRU CG819 FOR EROSION AND

SEDIMENT CONTROL PLAN.

2. REFER TO SHEET C-001 FOR CIVIL LEGEND.

GENERAL GRADING NOTES

GENERAL EROSION NOTES

1. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH (Ds1) OR TEMPORARY SEEDING (Ds2) IF THE AREA

IS EXPECTED TO BE UNDISTURBED FOR LESS THAN 6

MONTHS. IF THE AREA WILL NOT BE DISTURBED FOR 6

MONTHS OR MORE, THEN THE AREA MUST BE STABILIZED

USING PERMANENT STABILIZATION (Ds3).

2. DUST CONTROL (Du) SHALL BE UTILIZED AS NEEDED ON

THE PROJECT SITE FOR THE ENTIRE CONSTRUCTION

PERIOD.

GENERAL EROSION NOTES

1. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH (Ds1) OR TEMPORARY SEEDING (Ds2) IF THE AREA

IS EXPECTED TO BE UNDISTURBED FOR LESS THAN 6

MONTHS. IF THE AREA WILL NOT BE DISTURBED FOR 6

MONTHS OR MORE, THEN THE AREA MUST BE STABILIZED

USING PERMANENT STABILIZATION (Ds3).

2. DUST CONTROL (Du) SHALL BE UTILIZED AS NEEDED ON

THE PROJECT SITE FOR THE ENTIRE CONSTRUCTION

PERIOD.

1. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH

THE SERVICE PROVIDER.

2. NEW SANITARY SEWER LINES SHOWN ARE TO BE

CONSTRUCTED BY COLUMBUS WATER WORKS TO THE

POINT OF DEMARCATION. POINT OF DEMARCATION IS 5

FEET OUTSIDE BUILDING FOUNDATION.

3. NEW DOMESTIC WATER AND FIRE WATER LINES SHOWN

ARE TO BE CONSTRUCTED BY COLUMBUS WATER WORKS

TO THE POINT OF DEMARCATION. POINT OF

DEMARCATION IS 5 FEET OUTSIDE BUILDING FOUNDATION.

4. NEW GAS LINES SHOWN ARE TO BE CONSTRUCTED BY

LIBERTY UTILITIES COLUMBUS TO THE POINT OF

DEMARCATION. POINT OF DEMARCATION IS THE GAS

METER DISCHARGE.

GENERAL UTILITY NOTES

1. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH

THE SERVICE PROVIDER.

2. NEW SANITARY SEWER LINES SHOWN ARE TO BE

CONSTRUCTED BY COLUMBUS WATER WORKS TO THE

POINT OF DEMARCATION. POINT OF DEMARCATION IS 5

FEET OUTSIDE BUILDING FOUNDATION.

3. NEW DOMESTIC WATER AND FIRE WATER LINES SHOWN

ARE TO BE CONSTRUCTED BY COLUMBUS WATER WORKS

TO THE POINT OF DEMARCATION. POINT OF

DEMARCATION IS 5 FEET OUTSIDE BUILDING FOUNDATION.

4. NEW GAS LINES SHOWN ARE TO BE CONSTRUCTED BY

LIBERTY UTILITIES COLUMBUS TO THE POINT OF

DEMARCATION. POINT OF DEMARCATION IS THE GAS

METER DISCHARGE.

GENERAL UTILITY NOTES

C H

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GRAPHIC SCALE: 1" = 40'

CD111

CD112

LEGEND

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

CONTRACTOR LAY DOWN AREA

TEMPORARY CONSTRUCTION FENCE

SHEET KEYNOTES

1. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF

TRAFFIC AT ALL TIMES DURING CONSTRUCTION.

1. CONTRACTOR SHALL CONTACT GEORGIA 811 BEFORE

COMMENCING ANY LAND DISTURBANCE ACTIVITIES.

2. BACK FILL VOIDS LEFT BY DEMOLITION TO ADJACENT

GRADE. REFER TO SPECIFICATION 31 00 00 EARTHWORK.

3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM FORT

BENNING AND DISPOSED OF IN A LEGAL AND REGULATED

MANNER AT NO ADDITIONAL EXPENSE TO THE

GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION

WITH THE UTILITY OWNER.

GENERAL DEMOLITION NOTES

U .S

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M Y

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10' 5' 0 10' 20' 30'

GRAPHIC SCALE: 1" = 10'

SHEET KEYNOTES

1. REMOVE EXISTING SIDEWALK. PROVIDE NEAT SAWCUT.

2. REMOVE EXISTING BUILDING 5015 & FOUNDATION. REFER

TO SPECIFICATION 02 41 00 DEMOLITION.

3. REMOVE EXISTING WOOD CANOPY AND CONCRETE

FOUNDATION.

4. REMOVE EXISTING UNDERGROUND GAS LINE. CAP END TO

REMAIN.

5. REMOVE EXISTING A/C MECHANICAL UNIT.

6. REMOVE EXISTING SHED.

7. REMOVE EXISTING CONCRETE PAD AND WALL.

8. REMOVE EXISTING GRAVEL PAVEMENT.

9. REMOVE EXISTING CURB & GUTTER.

10. REMOVE EXISTING BITUMINOUS PAVEMENT.

11. EXISTING WATER METER SHALL BE REMOVED BY

COLUMBUS WATER WORKS. CONTRACTOR SHALL

COORDINATE ALL WATER LINE REMOVAL WITH COLUMBUS

WATER WORKS. POINT OF DEMARCATION IS 5 FEET

OUTSIDE OF BUILDING.

12. EXISTING SANITARY SEWER CLEANOUT AND LINE SHALL

BE REMOVED BY COLUMBUS WATER WORKS.

CONTRACTOR SHALL COORDINATE ALL SANITARY SEWER

DEMOLITION WITH COLUMBUS WATER WORKS.

DEMARCATION IS 5 FEET OUTSIDE OF BUILDING.

13. REFER TO ELECTRICAL.

14. REFER TO ELECTRICAL.

15. REMOVE EXISTING SIGN.

16. REMOVE EXISTING TREE.

17. PROVIDE NEAT STRAIGHT SAWCUT PRIOR TO PAVEMENT

REMOVAL.

18. REMOVE EXISTING RAILROAD TIE EDGING.

19. REMOVE EXISTING 6" HDPE STORM DRAIN.

20. PROVIDE TEMPORARY CONSTRUCTION FENCE AROUND

SITE. GROUND DISTURBED WITH CONSTRUCTION OR

DEMOLITION OF TEMPORARY FENCE SHALL BE RESTORED

TO PRE-CONSTRUCTION CONDITION.

21. REMOVE EXISTING STORM DRAIN PIPE.2

5 5

END

20 20

LEGEND

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

CONTRACTOR LAY DOWN AREA

TEMPORARY CONSTRUCTION FENCE

ITEMS TO BE REMOVED

KEYMAP

END

21 21

END

U .S

. A R

M Y

C O

O F

R S

N U

1C D

dw g

CD111

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

N P

10' 5' 0 10' 20' 30'

GRAPHIC SCALE: 1" = 10'

SHEET KEYNOTES

1. PROVIDE TEMPORARY CONSTRUCTION FENCE AROUND

SITE. GROUND DISTURBED WITH CONSTRUCTION OR

DEMOLITION OF TEMPORARY FENCE SHALL BE RESTORED

TO PRE-CONSTRUCTION CONDITION.

2. CONTRACTOR LAY DOWN AREA. DISTURBED GROUND

SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION.

LEGEND

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

CONTRACTOR LAY DOWN AREA

TEMPORARY CONSTRUCTION FENCE2

KEYMAP

U .S

. A R

M Y

C O

O F

R S

N U

1C D

dw g

CD112

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

40' 20' 0 40' 80' 120'

GRAPHIC SCALE: 1" = 40'

CS111

LEGEND

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

ASPHALT PAVEMENT

CURB AND GUTTER

1. REFER TO SHEET CD101 FOR LIMITS OF CONSTRUCTION

NORTHING/EASTINGS.

GENERAL SITE LAYOUT NOTES

U .S

. A R

M Y

C O

O F

R S

N U

1C S1

.d w g

CS101

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

U T

10' 5' 0 10' 20' 30'

GRAPHIC SCALE: 1" = 10'

3 3

2 2

5 4

8'x4' 8'x4' 8'x4'

6'x5'

10'x5'

6'x5'

2 6'x5'

135.69'

2 10'x5'

1. PROVIDE CONCRETE SIDEWALK. REFER TO DETAIL 3,

SHEET CS501.

2. PROVIDE CONCRETE STOOP. REFER TO DETAIL 2, SHEET

CS501.

3. PROVIDE BITUMINOUS PAVEMENT. REFER TO DETAIL 1,

SHEET CS501.

4. PROVIDE NEW 2' CURB AND GUTTER. REFER TO DETAIL 2,

SHEET CS502.

5. PROVIDE HANDICAP RAMP. REFER TO DETAIL 1, SHEET

CS502.

6. PROVIDE CONCRETE STAIRS. REFER TO DETAIL 1, SHEET

CS503.

7. PROVIDE SIDEWALK DRAIN. REFER TO DETAIL 3, SHEET

CS502.

8. PROVIDE CONCRETE EQUIPMENT PAD. REFER TO DETAIL

2, SHEET CS501.

SHEET KEYNOTES

1 14'

LEGEND

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

ASPHALT PAVEMENT

CURB AND GUTTER

KEYMAP

11.72' 13.97'

5.4'

18.23°

MATCH EXISTING

U .S

. A R

M Y

C O

O F

R S

N U

1C S1

.d w g

CS111

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

MEDIUM-DUTY

BITUMINOUS PAVEMENT

GEORGIA DEPARTMENT OF

TRANSPORTATION STANDARD

SPECIFICATIONS CONSTRUCTION

OF TRANSPORTATION SYSTEMS

1.5" OF 9.5mm BITUMINOUS SURFACE

COURSE

TACK COAT

2" OF 12.5mm BITUMINOUS BASE

COURSE

9" GDOT GROUP II GRADED

AGGREGATE BASE, SECTION 815*

12" RAW SUBGRADE COMPACTED 90%

OF LABORATORY MAXIMUM DENSITY

(ASTM D 1557)

1 DETAIL

NOT TO SCALE

EXACT UTILITY PAD DIMENSIONS AND

LOCATIONS OF OPENINGS AND SLEEVES

THROUGH PAD TO BE COORDINATED WITH

EQUIPMENT SUPPLIERS. PAD TO BE A MINIMUM

OF 1'-0" LARGER THAN EQUIPMENT ON ALL SIDES.

FLUSH AT

PAVED AREAS

CONCRETE EQUIPMENT PAD & STOOPS

6" 6"

3/4" CHAMFER IN

TURF AREAS

FINISH GRADE6x6W2.9xW2.9

WELDED WIRE FABRIC

6" GDOT GROUP II GRADED

AGGREGATE BASE, SECTION 815*

12" RAW SUBGRADE COMPACTED

TO 90% OF LABORARY MAXIMUM

DENSITY (ASTM D 1557)

VARIES

DETAIL

NOT TO SCALE

CONCRETE SIDEWALK ADJACENT TO CURB

NOTES:

PROVIDE CONTRACTION (SAWED)

JOINTS AT INTERVALS NOT IN EXCESS

OF 6' O.C.

EXPANSION JOINTS SHALL BE PLACED

AS SHOWN ON THE PLANS OR AT 24'

INTERVALS IF NOT SHOWN.

SIDEWALK ADJACENT TO BUILDING TO

HAVE MINIMUM TRANSVERSE SLOPE OF

1% AWAY FROM BUILDING.

1/2 " EXPANSION JOINT MATERIAL AT ALL

LOCATIONS WHERE NEW CONCRETE ABUTS

EXISTING OR NEW STRUCTURES AND AT

ALL CHANGES IN DIRECTION OF SIDEWALK.

JOINT AND FINISH

CONCRETE SIDEWALK @ TURF OR

FLUSH WITH PAVEMENT AREAS

CONTRACTION JOINTCE EXPANSION JOINT

*GDOT: GEORGIA DEPARTMENT OF

TRANSPORTATION STANDARD

SPECIFICATIONS CONSTRUCTION

OF TRANSPORTATION SYSTEMS

WIDTH VARIES

SEE PLANS

WIDTH VARIES

SEE PLANS

3/8" 1/8" TO 1/4"

BROOMED FINISH

4" WIDE, SMOOTH

TROWELED PERIMETER

CONTRACTION JOINT

IN SIDEWALK ONLY

EXPANSION JOINT IN BOTH

CURB AND SIDEWALK

FLUSH AT

PAVED AREAS

12" RAW SUBGRADE COMPACTED

TO 90% OF LABORARY MAXIMUM

DENSITY (ASTM D 1557)

3/4" CHAMFER

IN TURF AREAS

FINISH GRADE

TURF AREAS

6"x6" W2.9xW2.9 WWF

4" GDOT GROUP II GRADED

AGGREGATE BASE, SECTION 815*

3/4" CHAMFER

IN TURF AREAS

FINISH GRADE

TURF AREAS

6"x6" W2.9xW2.9 WWF

4" GDOT GROUP II GRADED

AGGREGATE BASE, SECTION 815*

12" RAW SUBGRADE COMPACTED

TO 90% OF LABORARY MAXIMUM

DENSITY (ASTM D 1557)

1/4" PREMOLDED

JOINT FILLER

CURB REFER TO

DETAIL 2, SHEET

CS502.

PREMOLDED

JOINT FILLER

DETAIL

NOT TO SCALE

2 3

6"x6" W2.9xW2.9 WWF

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

T D

N U

1C S5

.d w g

CS501

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

(MIN.)

12"

0.02

12:1 24:1

12:1

24:1

12:1

NOTE:

SEE GDOT INDEX 304 FOR

FURTHER INFORMATION.

HANDICAP RAMP DETAIL

SIDEWALK

TACTILE SURFACE

3' STD., 3'-8" WHEN

RAMP IS LOCATED

WITHIN 10' OF ANY BUILDING

DETAIL

NOT TO SCALE

1" R

1/2" R

6" R FLOW

THE COMPACTED SUBGRADE MAY CONSIST OF EARTH, SUBBASE

COURSE, GRANULAR FILTER COURSE, OR COMBINATIONS OF THESE

AS INDICATED.

6" CONCRETE CURB TO BE TAPERED OVER 10 FEET.

NOTE:

STANDARD 6" CURB AND GUTTER

24"

6"1"

FINISHED

GRADE

MATCH

EXISTING

PAVEMENT

EXISTING

BITUMINOUS

PAVEMENT

COMPACTED SUBGRADE

DETAIL

NOT TO SCALE

ISOMETRICSECTION

28"

24"

SIDEWALK DRAIN

DETAIL

NOT TO SCALE

2x2x1/4 ANGLE

WITH 1/4" STUDS

AT 12" OC

STAINLESS STEEL

SIDEWALK GRATING

2'-0"

6"x6" W2.9x2.9 WWF

#4@6" OCEW

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

T D

N U

1C S5

.d w g

CS502

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

2" GALV.PIPE

HANDRAIL

#4 REINFORCING

U BAR AT EACH POST

NON-SHRINK GROUT

4"Ø SLEEVE OR

CORE-DRILLED

1'-0"

12"

TREADS @ 12"

1'-0"

1" TYP

#4 @ 6"

2" GALV.PIPE

HANDRAIL BOTH

SIDES OF STAIRS

BROOMED FINISH

ON STAIR TREAD

#4 @ 6"

2-#5

2-#5 #4 @ 6"

#4 @ 6"

2-#5

1-#4 @ EA.

TREAD

1" R.

TYP.

1/2 " EXP. JT.

MATERIAL

1/2 " EXP. JT.

MATERIAL

4000 PSI

CONCRETE

CONCRETE STAIRS

DETAIL

NOT TO SCALE

4" TYP.

12"

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

S D

N U

1C S5

.d w g

CS503

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

L G

D D

40' 20' 0 40' 80' 120'

GRAPHIC SCALE: 1" = 40'

CG111

1. REFER TO SHEETCG701 THRU CG819 FOR EROSION AND

SEDIMENT CONTROL PLAN.

2. REFER TO SHEET C-001 FOR CIVIL LEGEND.

GENERAL GRADING NOTES

N U

1C G

dw g

CG101

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

G R

D R

10' 5' 0 10' 20' 30'

GRAPHIC SCALE: 1" = 10'

SHEET KEYNOTES

1. PROVIDE BIO-RETENTION BASIN. REFER TO DETAIL 1,

SHEET CG501. TIE PERFORATED PIPE UNDERDRAIN INTO

DRY WELL.

2. MATCH EXISTING GRADE.

3. PROVIDE DRYWELL. REFER TO DETAIL 4, SHEET CG501.

2 22

LEGEND

STORM DRAIN CLEANOUT.

REFER TO DETAIL 2, SHEET CG501.

STORM DRAIN MANHOLE.

REFER TO DETAIL 3, SHEET CG501.

ROOF DRAIN. REFER TO DETAIL1,

SHEET CG502.

HEADWALL. REFER TO DETAIL 3,

SHEET CG502.

OUTLET PROTECTION. REFER TO

DETAIL ON SHEET CG817.

SPOT ELEVATIONS.

MAJOR CONTOUR.

MINOR CONTOUR.

CONSTRUCTION LIMITS.

ROOF DRAIN. REFER TO DETAIL 1,

SHEET CG502.

SD MH-01

CO-01

KEYMAP

HW-1

396.50

N U

1C G

dw g

CG111

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

Roof Drain

9+50 10+00 11+00 11+50

C O

-0

: 3

U T:

C O

-0

: 3

U T:

H -0

: 3

O U

H -0

: 3

O U

31.3 LF OF 15" SD @ 0.50%

32.5 LF OF 15" SD @ 0.50%

32.6 LF OF 15" SD @ 0.50%

10.5 LF OF 15" SD

@ 0.50%

PROPOSED

GROUND

INV: 393.22

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

R O

O F

D R

P R

N U

1C G

dw g

CG201

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

DETAIL

NOT TO SCALE

SURFACE FLOW

BIO-RETENTION BASIN

* “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 18” DEEP “SANDY LOAM” SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 85-88% SAND, 8-12% SOIL FINES, AND 3-5%

ORGANIC MATTER.

18" MIN. ENGINEERED SOIL

*SEE NOTE BELOW

3" MIN OF PEA GRAVEL

NON-WOVEN GEOTEXTILE

4" PERFORATED PIPE UNDERDRAIN

NON-WOVEN

GEOTEXTILE

TO BUILDING

FROM BUILDING

SEE PLAN FOR

CONTINUATION

REFER TO PLAN FOR

CONTINUATION & SIZE

CLEANOUT

6" RISER PIPE

CONCRETE

#3 BARS AT 8"

O. C. EACH WAY

BRASS CLEANOUT PLUG WITH

THREADED FERRULE. TOP

SURFACE OF PLUG SHALL BE SMOOTH

WHEN USED ON SIDEWALKS.

1" CHAMFER

FINISHED GRADE

REDUCER IF REQUIRED

DETAIL

NOT TO SCALE

STORM SEWER MANHOLE

PLAN-RING REINFORCING

ISOMETRIC VIEWSECTION

NOTE:

THIS IS A GENERAL

DETAIL. OPENINGS

ARE SHOWN IN THE

PLAN.

NOTE:

THIS MANHOLE IS FOR A

MAXIMUM 2'-3" INTERCEPTED

PIPE SIZE. LARGER PIPE

SIZES WILL REQUIRE A

DIFFERENT MANHOLE SIZE.

NOTE:

PRECAST MANHOLES TO MEET

ASTM C-478 AND H-20 LOADING.

1' -0

2'-0"

8' -0

" O R

4'-0" 5"

RING 2'-4" DIA.

PRECAST OR

CAST-IN-PLACE

REFER TO SPECS

MORTAR BED

RINGS

CONCRETE FLOOR

#4@12" O.C.

RINGS 8 TIES

#4 BARS

DETAIL

NOT TO SCALE

FRAME

COVER

MANHOLE COVER AND FRAME

NOTE:

COVER FRAMES SHALL BE

SECURELY INSTALLED IN

A BED OF CEMENT MORTAR.

FRAME AND COVER TO BE

HEAVY DUTY TRAFFIC BEARING.

2'-0"

2'-1 3/4"

2" 1"

3/4" 8"

LARGE LETTER "S" CAST IN CENTER OF

COVER FOR SANITARY SEWER MANHOLE.

STORM MANHOLES TO HAVE "D" CAST IN COVER.

DETAIL

NOT TO SCALE

DRYWELL

CAP WITH CREW TOP LID

DETAIL

NOT TO SCALE

FOOT PLATE

OBSERVATION WELL

NON-WOVEN GEOTEXTILE

(TOP AND SIDE ONLY)

TIE 4" PERFORATED PIPE

UNDERDRAIN INTO DRY WELL

BANK RUN GRAVEL

12"

REFER TO BIO-RETENTION

BASIN DETAIL THIS SHEET.

12" SAND LAYER

NON-WOVEN GEOTEXTILE

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

G R

D R

N U

1C G

dw g

CG501

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

TYPICAL UTILITY TRENCH

TURF PAVED

NOTE:

PIPE BEDDING AND

BACKFILL SHALL MEET

PIPE MANUFACTURER'S

REQUIREMENTS.

DIA. OF PIPE IN

C O

SEED & PROTECTION

PLASTIC MARKING

TAPE SEE

SPECIFICATIONS.

PROVIDE NEAT SAWCUT

ON EACH SIDE OF TRENCH

AT EXISTING PAVEMENTS

PAVEMENT

PROVIDE NEW PAVEMENT

TO MATCH EXISTING.

COMPACTED SELECT GRANULAR BACKFILL.

SEE SPECIFICATIONS FOR DETAILS.

N S

C O

D B

D +1

'-0

6" D /4

6" MIN

1'-6" MAX

DETAIL

NOT TO SCALE

VARIES

PROFILE

PLAN

ROOF DRAIN

6" 45° PVC ELBOW

6" DIA. PVC PIPE

45° PVC WYE

PVC PIPE

BUILDING WALL DOWNSPOUT

CAST IRON DOWNSPOUT SHOE

(NEENAH R-4925-F OR APPROVED EQUAL)

FINISHED GRADE

MANUFACTURER'S STANDARD

TRANSITIONAL COUPLING

6" DIA. PVC PIPE

6" 90° PVC ELBOW

6" DIA. PVC PIPE 6" 45° PVC ELBOW

PVC PIPE

45° PVC WYEFOOTING

1 DETAIL

NOT TO SCALE

PIPE

SHAPEDIA. OR

EQUIV.

DIA.

DIMENSIONS

C E F L W T 12''

15''

18''

21''

24''

27''

815°+-

A A

PLAN VIEWSLOPE 5

SECTION A-A

1'-9''

2'-0''

1'-9''

2'-3''

3'-0''

2'-9''

2'-6''

2'-3''

2'-9''

2'-0''

2'-6''

2'-9''

3'-0''

3'-6''

3'-3''

3'-0''

3'-6''

4'-0''

3'-9''

4'-6''

2'-3''

2'-9''

2'-6''

3'-6''

3'-0''

4'-0''

3'-6''

4'-6''

4'-0''

5'-0''

4'-3''

3'-6''

4'-0''

3'-6''

4'-6''

4'-0''

5'-0''

4'-6''

5'-6''

6'-0''

5'-3''

4'-0''

4'-9''

5'-3''

5'-6''

6'-9''

6'-0''

6'-6''

7'-0''

7'-3''

2''

4''

2''

4''

3''

4''

2''

ISOMETRIC VIEW

30'' 31 2''

3'-3''

3'-0''

4'-0''

4'-9''

5'-6''

4'-9''

6'-6''

5'-9''

7'-6''

7'-9''

TYPICAL CONCRETE HEADWALL

NOTES

DIMENSIONS ARE BASED ON CONCRETE PIPE.

REINFORCING STEEL : MINIMUM GRADE 40, BARS

EVENLY SPACED.

6 - NO. 4 x 1'-0'' DOWEL BARS.

2 - NO. 4 x (E DIMENSION MINUS 4'').

SLOPES SHALL BE WARPED TO FIT HEADWALL WHEN PIPE

WING ANGLES AND/OR DIMENSIONS MAY BE ALTERED DURING

CONSTRUCTION TO ACCOMMODATE FLOW OF WATER.

APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION

OF FLOW EQUAL TO SLOPE OF PIPE. FRONT FACE OF

HEADWALL SHALL REMAIN VERTICAL.

HEADWALLS ARE FOR CIRCULAR, ARCH, AND HORIZONTAL

ELLIPTICAL 12''- 27'' EQUIVALENT PIPE SIZES.

IS SKEWED AND/OR NORMAL SLOPE VARIES FROM 2:1.

CUT OFF TOE WALL

AT ROCK LINE WHEN

ENCOUNTERED.

CONSTRUCTION JT.

REQUIRED

1' -6

L 8"

8" T

3 DETAIL

NOT TO SCALE

C H

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

G R

D R

N U

1C G

dw g

CG502

2H N

-2 0-

B-

M . S

O U

O C

M . P

O E

ISSUED FOR CONSTRUCTION

E C

O M

Y O

N S

G 'S

N N

, G

R G

, P

W . O

, G A

N N

-0

A C

C O

R D

E W

A M

D B

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

N N

D B

C O

N O

US Army Corps of Engineers

R Y

C O

D E

C R

O N

N A

N D

T C

O N

L C

R S

US Army Corps of Engineers ®

Savannah District

FOR OFFICIAL USE ONLY

W912HN-20-B-3012

REPLACE COMPANY OPERATIONS BLDG'S

FORT BENNING, GEORGIA

FY19, PN 89006

SITE

JULY 2020

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NAME: TITLE:

LEVEL II CERTIFICATION NUMBER:

SIGNATURE: DATE:

CIVIL ENGINEER

I CERTIFY UNDER PENALTY OF LAW THAT THIS ESPCP WAS PREPARED AFTER A SITE VISIT

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

DIRECT SUPERVISION.

NAME: TITLE:

LEVEL II CERTIFICATION NUMBER:

SIGNATURE: DATE:

CIVIL ENGINEER

OWNER: U.S. ARMY MANEUVER CENTER OF EXCELLENCE

DIRECTORATE OF PUBLIC WORKS (DPW), FORT BENNING

OWNER'S NAME: MR. CRAIG TAYLOR, DPW DIRECTOR

OWNER'S ADDRESS: 6650 MELOY DRIVE, BUILDING 6, ROOM 317

FORT BENNING, GA 31905

OWNER'S EMAIL: DONALD.C.TAYLOR50.CIV@MAIL.MIL

OWNER'S PHONE #: (706) 545-3155

OWNER FACILITY CONTACT NAME: SARA FORREST,

OWNER FACILITY CONTACT PHONE #: (706) 545-3604

OWNER FACILITY ADDRESS: IMBE-PWE-P CLEAN WATER ACT

MELOY DR, BLDG 6 RM 310

FORT BENNING, GA. 31905

OWNER FACILITY CONTACT EMAIL: SARA.A.FORREST.CIV@MAIL.MIL

NAME:

FIRM:

PHONE:

NOTE: IMPLEMENTATION OF THE ESPCP AND ALL REQUIREMENTS DESCRIBED HEREIN ARE THE

RESPONSIBILITY OF THE OPERATOR/CONTRACTOR (PRIMARY PERMITTEE) IDENTIFIED FOR THIS PROJECT, AS DELEGATED BY THE U.S. ARMY INFANTRY CENTER,DIRECTORATE OF PUBLIC WORKS, FORT BENNING UNDER CONTRACT.

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT CERTIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF

FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.

SIGNATURE: DATE:

SECTION V.G.2.d OF PERMIT

OPERATOR/CONTRACTOR INFORMATION:

PRIMARY PERMITTEE (OPERATOR/CONTRACTOR) INFORMATION:

24 HOUR OPERATOR CONTACT

EROSION CONTROL CERTIFICATION:

DESIGN PROFESSIONAL INSPECTION

GEOFFREY LYNN, PE

SIGNATURE: DATE OF INSPECTION:

GSWCC LEVEL 1A CERTIFICATION #:

COMPANY:

ADDRESS:

PHONE #:

FAX #:

NAME: TITLE:

GEOFFREY LYNN, PE

0000054173 (EXP. 06/05/2020)

GEOFFREY LYNN, PE CIVIL ENGINEER

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN (ESPCP) PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST

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

DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL)

PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1

OF THE YEAR IN WHICH LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE

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

AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS

IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO.

GAR100001.

AS PER GAR 100001 - PART IV, A.5. AN INSPECTION OF THE INSTALLATION OF THE

INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WHICH THE

DESIGN PROFESSIONAL DESIGNED WITHIN SEVEN (7) DAYS AFTER INSTALLATION. THE

DESIGN PROFESSIONAL SHALL DETERMINE IF THESE BMPS HAVE BEEN INSTALLED AND

ARE BEING MAINTAINED AS DESIGNED. THE DESIGN PROFESSIONAL SHALL REPORT THE

RESULTS OF THE INSPECTION TO THE PRIMARY PERMITTEE WITHIN SEVEN (7) DAYS AND

THE PERMITTEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF

RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER

RELATED SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED.

UNDER THE ABOVE CERTIFICATION, I, GEOFFREY A. LYNN, PE:

___ AGREE TO CONDUCT THE REQUIRED INSPECTION

___ AGREE AND DELEGATE TO THE FOLLOWING ALTERNATIVE DESIGN PROFESSIONAL

TO CONDUCT THE REQUIRED INSPECTION.

GPS PROJECT LOCATION

LATITUDE: 32°30'51"

LONGITUDE: - 84°50'10"

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SHEET NUMBER SHEET TITLE

CG700 EROSION AND SEDIMENT CONTROL COVER SHEET

CG701 EROSION CONTROL DRAWING INDEX

CG702 LOCATION MAP

CG703 EROSION CONTROL CHECKLIST

CG704 EROSION CONTROL LEGEND

CG705 OVERALL INITIAL EROSION AND SEDIMENT CONTROL PLAN

CG711 INITIAL EROSION AND SEDIMENT CONTROL PLAN

CG712 INITIAL EROSION AND SEDIMENT CONTROL PLAN

CG721 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN

CG722 INTERMEDIATE EROSION AND SEDIMENT CONTROL PLAN

CG731 FINAL EROSION AND SEDIMENT CONTROL PLAN

CG732 FINAL EROSION AND SEDIMENT CONTROL PLAN

CG750 PRE-CONSTRUCTION SITE HYDROLOGY

CG751 POST-CONSTRUCTION SITE HYDROLOGY

CG752 SOIL SERIES MAP

CG801 EROSION AND SEDIMENT CONTROL DETAILS

CG802 EROSION AND SEDIMENT CONTROL DETAILS

CG803 EROSION AND SEDIMENT CONTROL DETAILS

CG804 EROSION AND SEDIMENT CONTROL DETAILS

CG805 EROSION AND SEDIMENT CONTROL DETAILS

CG811 EROSION AND SEDIMENT CONTROL DETAILS

CG812 EROSION AND SEDIMENT CONTROL DETAILS

CG813 EROSION AND SEDIMENT CONTROL DETAILS

CG814 EROSION AND SEDIMENT CONTROL DETAILS

CG815 EROSION AND SEDIMENT CONTROL DETAILS

CG816 EROSION AND SEDIMENT CONTROL DETAILS

CG817 EROSION AND SEDIMENT CONTROL DETAILS

CG818 EROSION AND SEDIMENT CONTROL DETAILS

CG819 EROSION AND SEDIMENT CONTROL DETAILS

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ATLANTA

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COLUMBUS

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SAVANNAH

ALBANY

STATE OF GEORGIA

NO SCALE

CONTRACTOR ENTRANCE

U.S. HIGHWAY 27/280

HAUL ROUTE

CUSSETA

CHATTAHOOCHEE

RIVER

G E O R G I A

MITCHELL

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MILITARY

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FORT BENNING

COLUMBUS

PHENIX CITY

FLOURNOYS

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SWCD: PINE MOUNTAIN DISTRICT

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CG801

THE APPLICABLE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN CHECKLIST ESTABLISHED BY THE COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED.

(THE COMPLETED CHECKLIST MUST BE SUBMITTED WITH THE ES&PC PLAN OR THE PLAN WILL NOT BE REVIEWED)

LEVEL II CERTIFICATION NUMBER ISSUED BY THE COMMISSION, SIGNATURE AND SEAL OF THE CERTIFIED DESIGN

PROFESSIONAL.

(SIGNATURE, SEAL AND LEVEL II NUMBER MUST BE ON EACH SHEET PERTAINING TO ES&PC PLAN OR THE PLAN WILL

NOT BE REVIEWED)

LIMITS OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE EPD DISTRICT OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR MORE AT ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMPs LISTED IN APPENDIX 1 OF THIS CHECKLIST (A COPY OF THE WRITTEN APPROVAL BY EPD MUST BE ATTACHED TO THE PLAN FOR THE PLAN TO BE REVIEWED)

THE NAME AND PHONE NUMBER OF THE 24-HOUR LOCAL CONTACT RESPONSIBLE FOR EROSION, SEDIMENTATION

AND POLLUTION CONTROLS.

PROVIDE THE NAME, EMAIL, ADDRESS AND PHONE NUMBER OF PRIMARY PERMITTEE.

NOTE TOTAL AND DISTURBED ACREAGE OF THE PROJECT OR PHASE UNDER CONSTRUCTION.

PROVIDE THE GPS LOCATION OF THE CONSTRUCTION EXIT FOR THE SITE. GIVE THE LATTITUDE AND LONGITUDE IN

DECIMAL DEGREES

INITIAL DATE OF THE PLAN AND THE DATES OF ANY REVISIONS MADE TO THE PLAN INCLUDING THE ENTITY WHO

REQUESTED THE REVISIONS.

DESCRIPTION OF THE NATURE OF THE CONSTRUCTION ACTIVITY.

PROVIDE VICINITY MAP SHOWING SITE'S RELATION TO SURROUNDING AREAS. INCLUDE DESIGNATION OF SPECIFIC

PHASE, IF NECESSARY.

IDENTIFY THE PROJECT RECEIVING WATERS AND DESCRIBE ALL SENSITIVE ADJACENT AREAS INCLUDING STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, MARSHLANDS, ETC. WHICH MAY BE AFFECTED.

DESIGN PROFESSIONAL'S CERTIFICATION STATEMENT AND SIGNATURE THAT THE SITE WAS VISITED PRIOR TO

DEVELOPMENT OF THE ES&PC PLAN AS STATED ON PART IV, PAGE 19 OF THE PERMIT

DESIGN PROFESSIONAL'S CERTIFICATION STATEMENT AND SIGNATURE THAT THE PERMITTEE'S ES&PC PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BMPs AND SAMPLING TO MEET PERMIT

REQUIREMENTS AS STATE ON PART IV, PAGE 19 OF THE PERMIT.

CLEARLY NOTE THE STATEMENT THAT "THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPs WITHIN 7 DAYS

AFTER INSTALLATION" IN ACCORDANCE WITH PARTIVE IV.A.5, PAGE 25 OF THE PERMIT.

CLEARLY NOTE THE STATEMENT THAT "NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS."

PROVIDE A DESCRIPTION OF ANY BUFFER ENCROACHMENTS AND INDICATE WHETHER A BUFFER VARIANCE IS

REQUIRED.

CLEARLY NOTE THE STATEMENT THAT "AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL."

CLEARLY NOTE THE STATEMENT THAT "WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT."

CLEARLY NOTE STATEMENT THAT "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING

ACTIVITIES."

CLEARLY NOTE STATEMENT IN BOLD LETTERS - "EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE

SEDIMENT SOURCE."

CLEARLY NOTE THE STATEMENT - "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS

SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

ANY CONSTRUCTION ACTIVITY WHICH DISCHARGES STORM WATER INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT MUST COMPLY WITH PART III.C OF THE PERMIT. INCLUDE THE COMPLETED APPENDIX 1 LISTING ALL THE BMPs THAT WILL BE USED FOR THOSE AREAS OF THE SITE WHICH DISCHARGE TO THE IMPAIRED STREAM SEGMENT.

IF A TMDL IMPLEMENTATION PLAN FOR THE SEDIMENT HAS BEEN FINALIZED FOR THE IMPAIRED STREAM SEGMENT (IDENTIFIED IN ITEM 22 ABOVE) AT LEAST SIX MONTHS PRIOR TO SUBMITTAL OF NOI, THE ES&PC PLAN MUST ADDRESS ANY SITE-SPECIFIC CONDITIONS OR REQUIREMENTS INCLUDED IN THE TMDL IMPLEMENTATION PLAN.

BMPs FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS AND THE REAR OF THE

VEHICLES. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.

PROVIDE BMPs FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS.

DESCRIPTION OF THE MEASURES THAT WILL BE INSTALLED DURING THE CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED.

DESCRIPTION OF PRACTICES TO PROVIDE COVER FOR BUILDING MATERIALS AND BUILDING PRODUCTS ON SITE.

DESCRIPTION OF THE PRACTICES THAT WILL BE USED TO REDUCE THE POLLUTANTS IN STORM WATER DISCHARGES.

DESCRIPTION AND CHART OR TIMELINE OF THE INTENDED SEQUENCE OF MAJOR ACTIVITIES WHICH DISTURB SOILS FOR THE MAJOR PORTIONS OF THE SITE (i.e. INITIAL PERIMETER AND SEDIMENT STORAGE BMPs, CLEARING AND GRUBBING ACTIVITIES, EXCAVATION ACTIVITIES, UTILITY ACTIVITIES, TEMPORARY AND FINAL STABILIZATION).

PROVIDE COMPLETE REQUIREMENTS OF INSPECTIONS AND RECORD KEEPING BY THE PRIMARY PERMITTEE.

CG801 Y

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PROVIDE COMPLETE REQUIREMENTS OF SAMPLING FREQUENCY AND REPORTING OF SAMPLING RESULTS

PROVIDE COMPLETE DETAILS FOR RETENTION OF RECORDS AS PER PART IV.F. OF THE PERMIT.

DESCRIPTION OF ANALYTICAL METHODS TO BE USED TO COLLECT AND ANALYZE THE SAMPLES FROM EACH

LOCATION.

APPENDIX B RATIONALE FOR NTU VALUES AT ALL OUTFALL SAMPLING POINTS WHERE APPLICABLE.

DELINEATE ALL SAMPLING LOCATIONS, PERENNIAL AND INTERMITTENT STREAMS AND OTHER WATER BODIES INTO

WHICH STORM WATER IS DISCHARGED.

A DESCRIPTION OF APPROPRIATE CONTROLS AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE INCLUDING: (1) INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPs, (2) INTERMEDIATE GRADING AND DRAINAGE BMPs, AND (3) FINAL BMPs. FOR CONSTRUCTION SITES WHERE THERE WILL BE NO MASS GRADING AND THE INITIAL PERIMETER CONTROL BMPs, INTERMEDIATE GRADING AND DRAINAGE BMPs, AND FINAL BMPs ARE THE SAME THE PLAN MAY COMBINE ALL OF THE BMPs INTO A SINGLE PHASE

GRAPHIC SCALE AND NORTH ARROW.

EXISTING AND PROPOSED CONTOUR LINES WITH CONTOUR LINES DRAWN AT AN INTERVAL IN ACCORANCE WITH THE

FOLLOWING:

MAP SCALE GROUND SLOPE CONTOUR INTERVALS, FT

1 IN = 100 FT OR FLAT 0 - 2% 0.5 OR 1

LARGER SCALE ROLLING 2 - 8% 1 OR 2

STEEP 8% + 2, 5 OR 10

USE OF ALTERNATIVE BMPs WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE EQUIVALENT TO OR SUPERIOR TO CONVENTIONAL BMPs AS CERTIFIED BY A DESIGN PROFESSIONAL (UNLESS DISAPPROVED BY EPD OR THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION). PLEASE REFER TO THE ALTERNATIVE BMP GUIDANCE

DOCUMENT FOUND AT WWW.GASWCC.ORG.

USE OF ALTERNATIVE BMP FOR AAPLICATION TO THE EQUIVALENT BMP LIST. PLEASE REFER TO APPENDIX A-2 OF

THE MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA 2016 EDITION.

DELINEATION OF THE APPLICABLE 25-FOOT OR 50-FOOT UNDISTURBED BUFFERS ADJACENT TO STATE WATERS AND ANY ADDITIONAL BUFFERS REQUIRED BY THE LOCAL ISSUING AUTHORITY. CLEARLY NOTE AND DELINEATE ALL

AREAS OF IMPACT.

DELINEATION OF ON-SITE WETLANDS AND ALL STATE WATERS LOCATED ON AND WITHIN 200 FEET OF THE PROJECT

SITE.

DELINEATION AND ACREAGE OF CONTRIBUTING DRAINAGE BASINS ON THE PROJECT SITE.

PROVIDE HYDROLOGY STUDY AND MAPS OF DRAINAGE BASINS FOR BOTH THE PRE AND POST DEVELOPED

CONDITIONS

AN ESTIMATE OF THE RUNOFF COEFFICIENT OR PEAK DISCHARGE FLOW OF THE SITE PRIOR TO AND AFTER

CONSTRUCTION ACTIVITIES ARE COMPLETED.

STORM-DRAIN PIPE AND WEIR VELOCITIES WITH APPROPRIATE OUTLET PROTECTION TO ACCOMMODATE

DISCHARGES WITHOUT EROSION. IDENTIFY/DELINEATE ALL STORM WATER DISCHARGE POINTS.

SOIL SERIES FOR THE PROJECT SITE AND THEIR DELINEATION.

THE LIMITS OF DISTURBANCE FOR EACH PHASE OF CONSTRUCTION.

PROVIDE A MINIMUM OF 67 CUBIC YARDS OF SEDIMENT STORAGE PER ACRE DRAINED USING A TEMPORARY SEDIMENT BASIN, RETROFITTED DETENTION POND, AND/OR EXCAVATED INLET SEDIMENT TRAPS FOR EACH COMMON DRAINAGE LOCATION. SEDIMENT STORAGE VOLUME MUST BE IN PLACE PRIOR TO AND DURING ALL LAND DISTURBANCE ACTIVITIES UNTIL FINAL STABILIZATION OF THE SITE HAS BEEN ACHIEVED. A WRITTEN JUSTIFICATION EXPLAINING THE DECISION TO USE EQUIVALENT CONTROLS WHEN A SEDIMENT BASIN IS NOT ATTAINABLE MUST BE INCLUDED IN THE PLAN FOR EACH COMMON DRAINAGE LOCATION IN WHICH A SEDIMENT BASIN IS NOT PROVIDED. A WRITTEN JUSTIFICATION AS TO WHY 67 CUBIC YARDS OF STORAGE IS NOT ATTAINABLE MUST ALSO BE GIVEN.

WORKSHEETS FROM THE MANUAL MUST BE INCLUDED FOR STRUCTURAL BMPs AND ALL CALCULATIONS USED BY THE DESIGN PROFESSIONAL TO OBTAIN THE REQUIRED SEDIMENT STORAGE WHEN USING EQUIVALENT CONTROLS.

WHEN DISCHARGING FROM SEDIMENT BASINS AND IMPOUNDMENTS, PERMITTEES ARE REQUIRED TO UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE, UNLESS INFEASIBLE. IF OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE ARE NOT FEASABLE, A WRITTEN JUSTIFICATION EXPLAINING THIS DECISION

MUST BE INCLUDED IN THE PLAN.

LOCATION OF BEST MANAGEMENT PRACTICES THAT ARE CONSISTENT WITH AND NO LESS STRINGENT THAN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. USE UNIFORM CODING SYMBOLS FROM THE MANUAL, CHAPTER 6, WITH LEGEND.

PROVIDE DETAILED DRAWINGS FOR ALL STRUCTURAL PRACTICES. SPECIFICATIONS MUST, AT A MINIMUM, MEET THE

GUIDELINES SET FORTH IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

PROVIDE VEGETATIVE PLAN, NOTING ALL TEMPORARY AND PERMANENT VEGETATIVE PRACTICES. INCLUDE SPECIES, PLANTING DATES AND SEEDING, FERTILIZER, LIME AND MULCHING RATES. VEGETATIVE PLAN SHALL BE SITE SPECIFIC FOR APPROPRIATE TIME OF YEAR THAT SEEDING WILL TAKE PLACE AND FOR THE APPROPRIATE

GEOGRAPHIC REGION OF GEORGIA.

IF USING THIS CHECKLIST FOR A PROJECT THAT IS LESS THANK 1 ACRE AND

NOT PART OF A COMMON DEVELOPMENT BUT WITHIN 200 FT OF A PERENNIAL

STREAM THE CHECKLIST ITEMS WOULD BE NOT APPLICABLE. EFFECTIVE

JANUARY 1, 2020.

CG711, CG721

CG731

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST STAND ALONE CONSTRUCTION PROJECTS

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File details come from the government source that posted it. Updated Aug 6, 2020.