W912HN-21-B-3005_DRAWINGS_VOL1_AMD1.pdf

PDF 2 MB Posted Jul 26, 2021

Attached to: Fort Gordon Barracks Building 315 - Repair, Renovation, and Modernization
Solicitation number: W912HN21B3005
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project to repair Barracks Building 315 at Fort Gordon, Georgia. The scope of work includes repairing and replacing failing HVAC systems and components, addressing moisture and mildew damage, and renovating exterior and interior components, finishes, latrines, lighting, and fire alarm and mass notification systems. The project will abate lead, asbestos, and other hazardous materials, and incorporate accessibility standards. It will replace windows, doors, ceiling tiles, and plumbing fixtures. The contract is a 100% small business set-aside under NAICS code 236220, to be awarded according to FAR Part 14. The magnitude is between $10-25 million. The point of contact is provided. This critical barracks facility supports the Army Cyber Protection Brigade mission by providing upgraded living quarters.

View the file

Other files

File	Type	Posted
C.04 BidAbstract (executed) .pdf	PDF	Aug 25, 2021
A.03 21B3005 Amd02 Specs Vol3.pdf	PDF	Aug 11, 2021
A.03 21B3005 Amd02 Specs Vol1.pdf	PDF	Aug 11, 2021
B.08 W912HN21B3005 AMD 0002 (Conformed Copy).pdf	PDF	Aug 11, 2021
B.08 W912HN21B3005 AMD 0002.pdf	PDF	Aug 11, 2021
A.03 W912HN-21-B-3005_DRAWINGS_VOL2_AMD2.pdf	PDF	Aug 11, 2021
A.03 21B3005 Amd02 Specs Vol2.pdf	PDF	Aug 11, 2021
A.03 21B3005 Amd02 Specs Vol4.PDF	PDF	Aug 11, 2021
A.03 W912HN-21-B-3005_DRAWINGS_VOL1_AMD2.pdf	PDF	Aug 11, 2021
B.07 Site Visit sign in sheet.pdf	PDF	Aug 2, 2021
21B3005 Amd01 Specs Vol3.pdf	PDF	Jul 26, 2021
21B3005 Amd01 Specs Vol2.pdf	PDF	Jul 26, 2021
B.08 W912HN21B3005 AMD 0001 (Conformed Copy).pdf	PDF	Jul 26, 2021
B.08 W912HN21B3005 AMD 0001.pdf	PDF	Jul 26, 2021
21B3005 Amd01 Specs Vol4.PDF	PDF	Jul 26, 2021
W912HN-21-B-3005_DRAWINGS_VOL2_AMD1.pdf	PDF	Jul 26, 2021
Criminal and Drivers History Consent Form 190-6.pd.pdf	PDF	Jul 8, 2021
W912HN21B3005_SPECS_VOL2.pdf	PDF	Jul 8, 2021
W912HN21B3005_SPECS_VOL4.PDF	PDF	Jul 8, 2021
W912HN-21-B-3005_DRAWINGS_VOL2.pdf	PDF	Jul 8, 2021
W912HN21B3005_SPECS_VOL1.pdf	PDF	Jul 8, 2021
W912HN21B3005_SPECS_VOL3.pdf	PDF	Jul 8, 2021
B.08 W912HN21B3005 - Solicitation .pdf	PDF	Jul 8, 2021
W912HN-21-B-3005_DRAWINGS_VOL1.pdf	PDF	Jul 8, 2021

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

C COMM. MANHOLE

FIRE HYDRANT

WATER VALVE

FIRE HYDRANT

EELECTRIC MANHOLE

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVEWATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

C H

W S

C H

W S

CHWSCHWSCHWSCHWS

CHWS

CHWS CHWS CHWS CHWS CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN

SAN

LOC

LIMITS OF CONSTRUCTION

(LOC)

S S S

SDDI

RIM:472.78

INV.OUT:468.58

INV. IN:468.68

E H

R O

TEMPORARY

CONSTRUCTION FENCING

20' SWING GATE

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

REMOVE TREE (TYP.)

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE STEAM AND

CONDENSATE WATER LINES (SEE

MS SHEETS FOR DETAIL)

REMOVE STEAM AND CONDENSATE

WATER LINES (SEE MS SHEETS FOR

DETAIL)

REMOVE STORM PIPE AND DI

(SEE CG SHEETS FOR DETAIL)

REMOVE CONCRETE WALKWAY

(TYP.).

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE CONCRETE

EMERGENCY ACCESS LANE.

SEE CP & CG SHEETS

REMOVE CONCRETE

WALKWAY (TYP.)

REMOVE STORM PIPE TO

CONCRETE WALKWAY AND GROUT

OPENING OF REMAINING PIPE

REMOVE CONCRETE

PAVEMENT

REMOVE DRAIN PIPE

AND GROUT OPENING TO

STORM INLET STRUCTURE

REMOVE DRAIN PIPE

REMOVE SDDI

SCALE: 1" = 20'

20' 40'0'

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

M E

- S

, P N

R B

R T

G O

R D

O N

, G

R G

READY TO ADVERTISE (RTA)

-1

K6ENDTBM 7/22/2021 10:05:30 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CD.DWG

CD101

N P

G . M

M . K

NOTES

1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES,

LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFYING ALL FEATURES AND UTILITIES IDENTIFIED TO BE

REMOVED.

3. DEMOLITION MAY COMMENCE UPON SATISFACTORY

INSTALLATION OF INITIAL EROSION CONTROL MEASURES,

AS ACCEPTABLE BY THE COR.

4. SECTIONS OF TEMPORARY CONSTRUCTION FENCING, AT

CONNECTIONS TO EXISTING ROADWAYS, MAY BE

REMOVED AND REPLACED WITH ROAD CONSTRUCTION

CONES OR BARRELS, AS NECESSARY.

5. REFER TO ELECTRICAL PLAN SHEETS FOR SPECIFIC

REQUIREMENTS REGARDING REMOVED, REPLACED,

RELOCATED, OR DEMOLISHED ELECTRICAL AND

COMMUNICATIONS UTILITIES.

6. REFER TO MECHANICAL PLAN SHEETS FOR SPECIFIC

REQUIREMENTS REGARDING REMOVED, REPLACED,

RELOCATED, OR DEMOLISHED MECHANICAL UTILITIES.

7. AUD IS RESPONSIBLE FOR REMOVAL, REPLACEMENT,

RELOCATION, AND/OR MODIFICATION OF ALL SITE WATER

AND SANITARY SEWER UTILITIES, OUTSIDE OF THE 5' LINE

MEASURED FROM THE FACE OF ANY BUILDING, PER FORT

GORDON UTILITY DEMARCATION GUIDELINES.

8. SAWCUT FULL DEPTH CONCRETE, TO BE REMOVED, AT

THE NEAREST JOINT TO PREVENT CRACKING OF EXISTING

CONCRETE TO REMAIN.

9. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR

DEMOLITION & REMOVAL OF MECHANICAL ROOM AND

COURTYARDS/PATIOS (FRONT AND INTERIOR).

10. COORDINATE SIDEWALK REMOVALS WITH PRIVATIZED

UTILITY CONTRACTORS. SEE SHEET CU101 AND

ELECTRICAL AND COMMUNICATION PLANS.

11. SEE SHEET CS101 FOR CONCRETE WORK REFERENCE

COORDINATES

C C

O R

C E

H A

D M

5' - 5 3/4"

EF.

D W

EF.

D W

EF.

D W

EF.

D W

472.628

H\T

471.310

472.678

H\T

478.711

C COMM. MANHOLE

FIRE HYDRANT

478.364

NAIL

473.326

NAIL

WATER VALVE

FIRE HYDRANT

EELECTRIC MANHOLE

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVEWATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

TELEPHONE BOX

D SDMH

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

0 46

LOC

LIMITS OF CONSTRUCTION

(LOC)

SDDI

RIM:473.11

INV.OUT:464.36

INV.IN (a):469.11 INV.IN (b):464.36

SDDI

RIM:478.19

INV.OUT:470.49

INV.IN (a):473.01 INV.IN (b):472.74

SDDI

RIM:472.88

INV.OUT:466.14

INV.IN (a):466.20 INV.IN (b):468.62 INV.IN (c):468.82

SDDI

RIM:472.84

INV.OUT:465.48

INV.IN (a):469.22 INV.IN (b):465.48

SDDI

RIM:477.31

INV.OUT:469.33

INV.IN:472.48

SDDI

RIM:477.59

INV.OUT:474.89

SDDI

RIM:477.20

INV.OUT: 470.07

INV.IN: 474.55

SDDI

RIM:473.08

INV.OUT:468.41

INV.IN:468.68

SDDI

RIM:473.22

INV.OUT:467.62

INV.IN (a):467.62 INV.IN (b):468.19

SDDI

RIM:473.15

INV.OUT:467.11

INV.IN (a):467.36 INV.IN (b):468.57

SDDI

RIM:472.22

INV.OUT:456.07

INV.IN:463.00

E H

R O

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

BARRACKS

BUILDING

FFE=474.56

473.40

473.37

473.15 473.20 473.10

473.51 473.47

473.64 473.42

473.36 473.36473.64

473.44

472.77

473.40

473.50

472.97 473.40

473.10

473.00

473.40 472.10 472.80

O F

" R

25 LF OF

15" RCP @

1.50%

472.92

FFE

474.56

FFE

474.56

474.45 473.90

474.00 474.00474.20

474.02

473.60 473.30

FFE

474.56

FFE

474.56

FFE

474.56

FFE

474.56

FFE

474.56

474.45

TS.474.50

BS.474.00

473.90

473.65

474.30

473.30 474.50

473.10

LP:472.50

474.03

474.40

474.50

474.40

474.30

474.56 474.50

474.30

TS:474.50

BS:474.00474.00

473.80

474.40

474.50

474.50 474.40

474.40

474.30

473.75

473.80

474.20

474.50

473.30

474.10 474.00

473.80

473.90

473.45

473.30

473.40 473.40

LP:472.50

474.50

474.20

FFE

474.56

474.20

474.30

474.12

473.60

473.70

473.60473.50

473.60

473.20 473.10

473.50

473.20

474.45

474.50

473.98

473.95

473.45 474.45

474.30

474.20 473.45 474.45

474.45

474.20

474.30

473.45

474.54

474.46

473.45

474.20

SLO

PE M

. 1%

SLO

PE M

. 1%

F O

" R C

DI#3

DI#1

DI#2

EX. DI

STORM STRUCTURE TABLE

STRUCTURE

NAME:

DI#1

DI#2

DI#3

EX. DI

DETAILS:

DROP INLET

N: 1247338.79 E: 667985.26

RIM: 472.50

INV OUT (DI#3): 469.17

DROP INLET

N: 1247337.96 E: 668016.41

RIM: 472.50

INV OUT (DI#3): 469.12

DROP INLET

N: 1247320.61 E: 668002.57

RIM: 472.78

INV IN (DI#1): 468.79

INV IN (DI#2): 468.79

INV OUT (EX. DI): 468.69

EX. DROP INLET

N: 1247287.02 E: 668001.09

RIM: 473.22

INV IN (DI#3): 468.19

SCALE: 1" = 20'

20' 40'0'

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

M E

- S

, P N

R B

R T

G O

R D

O N

, G

R G

READY TO ADVERTISE (RTA)

-1

K6ENDTBM 7/22/2021 10:04:15 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CG.DWG

CG101

G R

G A

N D

D R

G .M

G . M

M . K

NOTES

1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES,

LEGEND, AND ABBREVIATIONS.

2. PROPOSED CONTOUR INTERVAL IS 1.0 FOOT WITH MAJOR

CONTOURS EVERY 5.0 FEET.

3. ROOF DOWNSPOUTS WILL DISCHARGE ONTO CONCRETE

SPLASH BLOCKS, IN ORDER TO DIRECT STORMWATER AWAY

FROM THE FOUNDATION. SEE ARCHITECTURAL PLANS FOR

DOWNSPOUT LOCATIONS.

4. ALL PAVED AREAS ADJACENT TO THE FOUNDATION OF A

BUILDING WILL HAVE ELEVATIONS 1/4" BELOW THE FINISHED

FLOOR ELEVATION, BELOW MASONRY WEEP HOLES, AND/OR

EXPOSED MASONRY FLASHING DRIP EDGE IF THERE IS ANY

EXISTING OR TO BE INSTALLED AT LOCATIONS THAT ABUT NEW

PAVING. GRADES SHALL MAINTAIN POSITIVE DRAINAGE AWAY

FROM BUILDING

5. ALL GRASSED AREAS ADJACENT TO THE FOUNDATION OF A

BUILDING WILL HAVE AN ELEVATION 8" BELOW THE FINISHED

FLOOR ELEVATION UNLESS SHOWN OTHERWISE.

6. ALL GRASSED AREAS ADJACENT TO THE FOUNDATION WILL

HAVE A MINIMUM SLOPE OF 5%, AWAY FROM THE BUILDING, FOR

THE FIRST 10 FEET.

7. ALL CONCRETE WALKWAYS AND ACCESS LANE SHALL NOT

EXCEED A 5% CROSS SLOPE AND SHALL AT A MINIMUM SLOPE

1% AWAY FROM BUILDING .

8. PROPOSED GRADING WILL TIE BACK TO EXISTING GRADES

ALONG ALL LIMITS OF CONSTRUCTION, UNLESS SHOWN

OTHERWISE.

9. EMERGENCY ACCESS LANE REPLACEMENT SHALL SLOPE AWAY

FROM BUILDING AT MINIMUM OF 1% AND DRAIN TOWARDS

INLETS ON SOUTH SIDE OF LANE.

10. SEE CG501-CG502 FOR STORM DRAINAGE DETAILS.

11. SEE CE103 FOR SOIL RESTORATION AND GRASSING DETAILS.

SEE SHEETS CG501 & CG502 FOR THE APPLICABLE

STORM INSTALLATION DETAILS

C C

O R

C E

H A

D M

C COMM. MANHOLE

FIRE HYDRANT

EELECTRIC MANHOLE

COMM. MANHOLE

D SDMH

LIGHT POLE

ELECTRIC TRANFORMER

D SDMH

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

0 46

LOC

LIMITS OF CONSTRUCTION

(LOC)

XXX

X X

XXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X

X X

XXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

E H

R O

TEMPORARY

CONSTRUCTION FENCING

20' SWING GATE

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

DI#3

DI#1

DI#2

EX. DI

DI#3

DI#1

DI#2

EX. DI

.0'

10.0'

SFSFSFSFSFSFSFSFSFSFSF

SFSF

SF SF SF SF

SFSFSFSF

LIMITS OF

DISTURBANCE

(LOD)

CW CONCRETE

WASHOUT

Sd1-NS

Sd2-F

Du Ds2Ds1 Ds4

Sd1-NS Tr

Du Ds2Ds1 Ds4 Du Ds2Ds1 Ds4

Du Ds2Ds1 Ds4

LOD

Sd2-F

Sd1-NS

Sd2-F

SFSFSFSFSFSF

Sd1-NS

SFSFSFSF

SFSFSFSFSF

2 47

SCALE: 1" = 20'

20' 40'0'

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

M E

- S

, P N

R B

R T

G O

R D

O N

, G

R G

READY TO ADVERTISE (RTA)

-1

K6ENDTBM 7/22/2021 10:03:21 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CE-INTERMED.DWG

CE102

C P

P H

G . M

M . K

STRUCTURAL BMP LEGEND

VEGETATIVE BMP LEGEND

NOTES

1. SEE SHEET GC003 FOR GENERAL CIVIL NOTES.

2. SEE SHEET GC004 FOR CIVIL LEGEND AND

ABBREVIATIONS.

3. SEE SHEET CE501 FOR ES&PC PLAN LEGEND

4. TOPSOILING WITH APPROVAL FROM CONTRACTING

OFFICER, TOPSOIL IN THE AREAS OF DISTURBANCE MAY

BE REMOVED AND STORED ON SITE TO LATER BE SPREAD

OVER DISTURBED AREAS AFTER COMPLETION OF

CONSTRUCTION ACTIVITIES. TOPSOIL SHALL BE AMENDED

AS NEEDED WITH OFF SITE SUITABLE MATERIAL TO MEET

THE TOPSOIL SPECIFICATIONS. TEMPORARY STORED

TOPSOIL SHALL BE MAINTAINED WITHIN THE LOD PER

GSWCC GREEN BOOK REQUIREMENTS AND MUST BE

SURROUNDED BY SILT FENCE DURING CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE WITH THE SITE

CONTRACTING OFFICER THE PROPOSED CONSTRUCTION

LAYDOWN AREA LOCATION WITHIN THE CONSTRUCTION

LIMITS FOR THE STORAGE OF EQUIPMENT AND MATERIALS

DURING CONSTRUCTION. THIS AREA SHALL MEET ALL

GEORGIA EROSION & SEDIMENT CONTROL REQUIREMENTS

FOR EQUIPMENT AND MATERIAL STORAGE.

C C

O R

C E

H A

D M

5' - 5 3/4"

EF.

D W

EF.

D W

EF.

D W

EF.

D W

472.628

H\T

471.310

472.678

H\T

478.711

C COMM. MANHOLE

FIRE HYDRANT

478.364

NAIL

473.326

NAIL

WATER VALVE

FIRE HYDRANT

EELECTRIC MANHOLE

COMM. MANHOLE

D SDMH

WATER VALVE

WATER VALVEWATER VALVE

LIGHT POLE

ELECTRIC TRANFORMER

D SDMH

C H

W S

C H

W S

CHWSCHWSCHWSCHWS

CHWS

CHWS CHWS CHWS CHWS CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

0 46

LOC

LIMITS OF CONSTRUCTION

(LOC)

XXX

X X

XXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X

X X

XXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

E H

R O

TEMPORARY

CONSTRUCTION FENCING

20' SWING GATE

PROPOSED CONSTRUCTION LAYDOWN AREA

(NO LAND DISTURBANCE ACTIVITIES SHALL

OCCUR IN THIS AREA)

LOC

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

C O

M x

BARRACKS

BUILDING

FFE=474.56

EMERGENCY VEHICLE ACCESS ROAD

(CONCRETE PAVEMENT)

2 47

474 Ds1

Ds4

LIMITS OF

DISTURBANCE

(LOD)

Ds4

LOD

Ds4

SCALE: 1" = 20'

20' 40'0'

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

M E

- S

, P N

R B

R T

G O

R D

O N

, G

R G

READY TO ADVERTISE (RTA)

-1

K6ENDTBM 7/22/2021 10:02:46 AM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CE-FINAL.DWG

CE103

C P

P H

G . M

M . K

STRUCTURAL BMP LEGEND

VEGETATIVE BMP LEGEND

NOTES

1. SEE SHEET GC003 FOR GENERAL CIVIL NOTES.

2. SEE SHEET GC004 FOR CIVIL LEGEND AND

ABBREVIATIONS.

3. SEE SHEET CE504 FOR PLANT SCHEDULE

4. BMPs LISTED BELOW AND SHOWN ON THIS PLAN ARE TO

REMAIN AS PERMANENT MEASURES AFTER FINAL

STABILIZATION.

5. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL

DISTURBED SURFACES RECEIVING GRASS SOD OR ANY

OTHER LANDSCAPE VEGETATION.

C C

O R

C E

H A

D M

CD101 DEMOLITION PLAN

CG101 GRADING AND DRAINAGE PLAN

CE102 ES&PC PLAN - INTERMEDIATE PHASE

CE103 ES&PC PLAN - FINAL PHASE

File details come from the government source that posted it. Updated Jul 26, 2021.