PN79439-2 SOF TST ANNEX_DRAWINGS_AM-01_2022-08-31.pdf

PDF 3 MB Posted Sep 2, 2022

Attached to: SOF Advanced Skills Training Facility Annex and HAZMAT Facilities
Solicitation number: W912PM22R0012
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an Advanced Skills Training Facility Annex and HAZMAT Facilities at Fort Bragg, North Carolina. The contractor shall provide all labor, materials, equipment, and services necessary to construct a single story administrative offices, classrooms, conference room, lounge area, instructional lab classrooms, ADA compliant restrooms for both students and cadre as well as locker rooms and showers, storage and supply space totaling approximately 24,500 square feet. Additional facilities include a separate refabricated Hazardous Material Storage building containing approximately 1,200 square feet of enclosed area and 350 square feet of open storage area. Supporting site work involves site preparation, utilities, lighting, parking, access drives, landscaping and storm drainage. Special construction includes a controlled access area and accessible raised floor system. Sustainability measures complying with LEED Silver will be incorporated. The facilities are to be designed for a minimum 40-year life in accordance with DoD UFC1-200-02 criteria including energy efficiencies and integrated building systems performance.

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A B

KEY PLAN

CG101

G R

A D

G A

N D D

R A

A G

P L

A N A

60'0 30'

M A

T C

H S

H E

E T I

D C

MATCH SHEET ID CG103

STUB OUT (TYP.)

ROOF DRAIN

18" RCP @ 0.30%°

155 LF

24" RCP @ 0.30%

193 LF

18" RCP @ 0.50%

218 LF

PLAN FOR CONTINUATION).

ROOF DRAINS (SEE MECHANICAL SITE

CONDENSATE LINES ARE SHOWN ALONG

SLOPED AT 1.00%. STUB OUTS FOR

5. ROOF DRAIN SHALL BE MINIMUM 8" HDPE

CAN BE UTILIZED.

UNDERGROUND ROOD DRAINAGE HEADER

OF THREE (3) DOWNSPOUTS TO EACH

NEAREST ROOF DRAIN. ONLY A MAXIMUM

4. DOWNSPOUTS SHALL BE CONNECTED TO

3. SEE CG501-502 FOR DRAINAGE DETAILS.

AND INFORMATION.

2. SEE CG201-203FOR PIPE PROFILES

AND GENERAL NOTES.

1. SEE SHEET GI003 AND GI004 FOR LEGENDS

NOTES:

268.30

269.00

268.60

268.15

268.60

BC=269.50

TC=270.00

268.60

268.15

268.45

268.85

268.45

268.85

270.25

BC=270.25

TC=270.75

BC=270.25

TC=270.25

BC=269.50

TC=270.00

BC=270.75

TC=270.75

BC=270.25

TC=270.75

270.35

I.E. OUT=263.34

R=267.40

IN-A7

I.E. OUT=262.37

I.E. IN= 262.87

R=267.4

IN-A6

I.E. OUT=260.50

R=267.0

IN-B8

I.E.=258.91

I.E. IN=259.41

R=267.0

IN-B7

268.15

BC=270.50

TC=271.00

270.25

269 270

C C

O M

P A

N Y

S A A

N D

S A /R

E N

T A

6' PED GATE

CONSTRUCTION LIMITS/LEED BOUNDARY

CONCRETE PAD

4' PED GATE

RACK

BIKE

(2&1)

DUMPSTER

W/ PRIVACY SLATS

SECURITY FENCE

8' HIGH

W/ PRIVACY SLATS

SECURITY FENCE

8' HIGH

CURB (TYP)

FULL HEIGHT

STORAGE (N.I.C.)

RELOCATED

STORAGE (N.I.C.)

RELOCATED

(N.I.C.)

CENTERS

TRAINING

MODULAR

RELOCATED

24,032 SF

FFE: 268.8

TECHNICAL SUPPORT TRAINING ANNEX

STORAGE (N.I.C.)

RELOCATED

ELEVATION=264.93'

FIRE HYDRANT

BOLT OF

ON BONNET

INSCRIBED "X"

#40007 TBM

ELEV.=263.10'

E=1989512.88

N=486902.42

#40005 RB&C

BOX BOTTOM=250.10'

TOP=259.88'

TMH

BOX BOTTOM=252.20'

TOP=261.64'

TMH

TPED

EM (4)

BOX BOTTOM=261.10'

TOP=270.88'

TMH

#113481

EJB

ELEV.=269.00'

E=1989856.26

N=486803.36

#40006 RB&C

ELEV.=259.19'

E=1989493.20

N=486580.32

#40004 RB&C

RIP RAP

RAP

RIP

RAP

RIP

RAP

RIP

RAP

RIP

RAP

RIP

257.39 257.87

258.09

258.21

258.29

258.30

258.39

258.43

258.56

258.60

258.78258.78 258.80

258.91

258.96

259.04

259.17

259.29

259.38

259.37

259.42 259.43

259.58

259.67

259.71

259.72

259.94 259.92

260.15

260.21

260.28

260.29

260.37

260.39

260.49

260.55

260.57

260.60

260.67

260.68

260.70

260.80

260.83

260.86

260.89

260.90

260.95

260.99

SOIL

261.01

261.05

261.10

261.11

261.14

261.15

261.16

261.17

261.18

261.19

261.26

261.28

261.35

261.39

261.40

261.44

261.46

261.48

261.49

261.57

261.59

261.69

261.71

261.74

261.80

261.82

261.84

261.85

261.86

261.87

261.92

261.93

261.97

262.00

262.02

262.07

262.16

262.20

262.24

262.25

262.34

262.36

C H

L K

F E

N C

BLDG# X-5984

STATION 10

FIRE AND EMERGENCY SERVICES

262.44

262.43

262.48

BOX BOTTOM=258.16'

INV.=258.18'

TOP=263.78'

262.61

262.64

C Y

SAT

262.69 262.70

262.71

CANOPY

262.74

262.75

FFE=265.00'

FFE=266.31'

FFE=266.30'

W/3SBW

72" CHLK

GATE

W/3SBW

72" CHLK

BOL

SILT FENCE

BLDG

BOL

BLDG

BRICK

262.76

CONC

GRAVEL

BOX BOTTOM=257.70'

INV.OUT=257.03' (E)

INV.IN=257.11' (NE)

TOP=270.46'

STMH

UNIT

262.77

BAR

STOP

262.77

262.78

262.79

262.80

262.84

262.85

262.88

262.93

262.95

262.96

262.95

262.98

263.02

84587

#79125

PPL

263.04

7E 4

#111394

EJB

#110252

EJB

84546

#79148

PPL

84572

#79157

PPL

84553

#79316

PPL

84560

#79276

PPL

FH POLE

CAMERA

EJB

POLE W/SIREN

HOT BOX

TOP=265.32'

EL HH

F E

N C E

263.18

263.29

263.55

263.83

264.00

264.05

264.10

264.12

264.13

264.14

264.31

48" CHLK

264.40

264.47

264.48

264.50

264.51

264.52

264.53

264.71

264.80

264.81

264.82

264.90

264.92

264.95

SILT FENCE

265.02

265.05

265.12

265.13

C O

N C

265.18

265.23

265.25

265.26

H H

265.39

265.45

C O

N C

265.50

265.53

265.55

265.54

265.57

265.61

265.63

265.65

265.69

265.70

265.76

265.88

C H

L K

F E

N C

266.03

266.08

CONC

266.14

266.21

266.24

266.28

266.29

266.36

266.42

266.43

266.45

266.50

266.51

266.52

266.54

266.58

266.63

266.66

R C P

266.74

266.80

266.81

266.82

266.86

266.92

266.90

266.94

266.99

C H L K

W S B

266.98

B W

267.04

267.09

267.12

267.21

267.22

267.25

267.26

267.27

267.25

267.30

267.33

267.40

267.43

267.44

267.46

267.49

267.53

267.63

ASPHALT

267.64

267.67

267.68

267.69

267.71

267.74

BOX BOTTOM=256.74'

TOP PIPE=258.22'

TOP=262.83'

WATER ARV

267.82

267.87

PINE WOODS

267.93

PINE WOODS

WALL

5' CONC

C/O

BOL

BOX BOTTOM=257.61'

TOP PIPE=257.65'

TOP=263.08'

SSMH

267.94

267.95

PINE WOODS

268.01

268.02

268.04

268.05

P V

268.08

268.09

24" RCP

268.15

268.16

268.18

268.19

268.22

268.26

268.27

268.32

268.41

268.43

268.44

268.47

268.50

268.51

268.52

268.54

268.57

268.58

268.63

268.67

268.72

268.76

268.80

268.81

268.82

268.81

268.83

268.84

268.85

268.86

268.88

268.96

269.10

269.15

W S B

269.21

269.22

269.24

269.30

269.38

269.40

24" RCP

269.46

S B

269.49

C H

B W

72" CHLK W/3SBW

C H

B W

C H

B W

269.51

269.52

269.54

269.55

269.65

269.68

269.71

269.67

269.72

269.76

269.84

269.82

269.88

269.93

269.95

269.97

269.95

A M

M O

A D

A M

V D

R E

270.01

270.02

270.03

270.04

270.05

270.14

270.15

270.16

270.17

270.18

270.21

270.23

270.25

270.26

270.27

270.28

270.29

270.30

270.38

270.42

270.46

270.47

270.51

270.52

270.53

270.55

270.56

270.57

270.69

270.70

270.72

270.76

270.77

270.79

270.80

270.81

270.82

270.87

270.88

270.89

270.90

270.91

271.01

271.02

271.04

271.09

271.13

271.14

271.15

271.20

271.24

271.25

271.26

271.28

271.29

271.31

271.32

271.33

271.35

271.36

271.38

271.39

271.40

271.41

271.42

271.46

271.47

271.48

271.49

271.50

271.54

271.61

271.63

271.65

271.66

271.62

271.67

271.71

271.73

271.74

271.76

271.79

271.82

271.84

271.85

271.86

271.88

271.92

271.94

271.97

272.07

272.08

272.04

272.22

272.39

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

D E

N E

D B

M A

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S U

B M

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D B

D A

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C O

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R A

C T N

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US Army Corps

U .S

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P S O

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R O

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K S

H E

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O C

S O

F T

E C

H N

A L S

U P

P O

R T T

R A

G A

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C H I- -A w w w .e x p fe d e ra l.

c o m

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C H

A G

S U

A N A

V E

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W P

S O

A T

N N

Y P

P N

A U

F O

R T B

R A

G G

N C

F Y P

R E

A D

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08/02/2022

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L E

R O

N C

O N

T R

O L P

L A

N A

CE101A0

SCALE: 1"=50'

50' 50' 100'

FaB

BaD

TS TEMPORARY STABILIZATION

LEGEND

DRAINAGE BOUNDARIES

ENSURE NO SEDIMENT ENTERS

BEYOND AT TOP OF DITCH TO

CONSTRUCT SEDIMENT FENCE

(HYDROLOGIC SOIL GROUP B)

FACEVILLLE LOAMY SAND

(HYDROLOGIC SOIL GROUP B)

BLANEY LOAMY SAND

MATCHLINE SHEET ID CE101B

FUTURE RIGGING FACILITY SITE

TEMF

FUTURE

(NIC)

CONSTRUCTION ENTRANCE (REF. 2/CE502)

SEDIMENT FENCE OUTLET (REF. 3/CE502)

SEDIMENT FENCE (REF. 1/CE506)

POROUS BAFFLES (REF. 3/CE504)

AREA BECOMES STABILIZED

OUT AND REMOVED AS UPSTREAM

DIVERSIONS CAN BE GRADEDNOTE:

(REF. 1/CE505)

TEMPORARY DIVERSION

255 255

H H

96" CHLK W/3SBW

A M

A D

A M

V D

R E

A M

V D

270.91

2 2

(ABANDONED)

TRAIL

MCINTYRE

(ABANDONED)

TRAIL

MCINTYRE

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

U .S

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V E

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R O

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R O

B E

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K S

H E

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O C

S O

F T

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H N

A L S

U P

P O

R T T

R A

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R O

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C H I- -A w w w .e x p fe d e ra l.

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W P

S O

A T

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F O

R T B

R A

G G

N C

F Y P

R E

A D

Y T

O A

D V

E R

TSTS

RECP

BaD

SKIMMER AND BAFFLES

SEDIMENT BASIN WITH

BAFFLES, TYP.

V=1.73 FPS

D=0.64'

Q(10)=3.64

COVER REQUIRED)

(7-DAY GROUND-

DIVERSION WEST, TYP.

TEMPORARY

FaB

G N

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CE101B

SCALE: 1"=50'

50' 50' 100'

FaB

BaD

TS TEMPORARY STABILIZATION

LEGEND

MATCHLINE SHEET ID CE101A

(HYDROLOGIC SOIL GROUP B)

FACEVILLLE LOAMY SAND

(HYDROLOGIC SOIL GROUP B)

BLANEY LOAMY SAND

SEDIMENT FENCE (REF. 1/CE506)

CONSTRUCTION ENTRANCE (REF. 2/CE502)

PROPOSED STAGING AREA

DRAINAGE BOUNDARIES

URBAN FREEDOM PASS

260 260

WV WV

FH FH

(ABANDONED)

D STREET

VAN

2 2

A N

S I

C H

E C

K E

D B

D R

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U E D

A T

SHEET ID

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U .S

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CE102A0

SCALE: 1"=50'

50' 50' 100'

FaB

RECP

BaD

PS PERMANENT STABILIZATION

TEMPORARY STABILIZATION

LEGEND

E R

M E

T E E

R O

N C

O N

T R

O L P

L A

N A

(NIC)

TEMF

FUTURE

FUTURE RIGGING FACILITY SITE

MATCHLINE SHEET ID CE102B

(HYDROLOGIC SOIL GROUP B)

FACEVILLLE LOAMY SAND

(HYDROLOGIC SOIL GROUP B)

BLANEY LOAMY SAND

SEDIMENT FENCE (REF. 1/CE506)

POROUS BAFFLES (REF. 3/CE504)

CONSTRUCTION ENTRANCE (REF. 2/CE502)

PROTECTION (REF. 2/CE506)

HARDWARE CLOTH AND GRAVEL INLET

(REF. 2/CE505)

EROSION CONTROL MATTING

TEMPORARY STABILIZATION

(REF. 2/CE503 AND 1/CE504)

SEDIMENT BASIN W/SKIMMER

PROTECTION (REF. 3/CE503)

BLOCK AND GRAVEL DROP INLET

CONSTRUCTION LIMITS/LEED BOUNDARY

C O

N S T R

U C T

LIM

/LE

E D B

O U

N D

A R

CONSTRUCTION LIMITS/LEED BOUNDARY

ELEV.=246.5'

BH-3

255 255

H H

96" CHLK W/3SBW

WSE=271.65'

2 2

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S I

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K E

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W P

S O

A T

N N

P N

A U

F O

R T B

R A

G G

N C

F Y P

R E

A D

Y T

O A

D V

E R

TSTS

RECP

BaD

SKIMMER AND BAFFLES

SEDIMENT BASIN WITH

BAFFLES, TYP.

V=1.73 FPS

D=0.64'

Q(10)=3.64

COVER REQUIRED)

(7-DAY GROUND-

DIVERSION WEST, TYP.

TEMPORARY

FaB

261 261

267 267

268 268

269 269

269 270

G N

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AMENDMENT NO. 002

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CE102B

SCALE: 1"=50'

50' 50' 100'

FaB

RECP

BaD

PS PERMANENT STABILIZATION

TEMPORARY STABILIZATION

LEGEND

DRAINAGE BOUNDARIES

RIP RAP OUTLET PROTECTION

SEDIMENT FENCE (SEE PLATE CE506)

E R

M E

T E E

R O

N C

O N

T R

O L P

L A

N B

MATCHLINE SHEET ID CE102A

(HYDROLOGIC SOIL GROUP B)

FACEVILLLE LOAMY SAND

(HYDROLOGIC SOIL GROUP B)

BLANEY LOAMY SAND

(REF. 2/CE503 AND 1/CE504)

SEDIMENT BASIN W/SKIMMER

POROUS BAFFLES (REF. 3/CE504)

CONSTRUCTION ENTRANCE (REF. 2/CE502)

(REF. 3/CE503)

BLOCK AND GRAVEL DROP INLET PROTECTION

(REF. 4/CE505)

EROSION CONTROL MATTING

TEMPORARY STABILIZATION

J E

D B

U R

G H L

A N

CONSTRUCTION LIMITS/LEED BOUNDARY

XFMR

260 260

72" CHLK

WV WV

FH FH

H H

72" CHLK

L K

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

D E

N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

®of Engineers

US Army Corps

U .S

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U P

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C H I- -A w w w .e x p fe d e ra l.

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CONTROLLED UNCLASSIFIED INFORMATION (CUI)

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NOTE:

SCALE: N.T.S.

REAR VIEW

TOP OF POND EL. 260.00

:1 S

L O P E

TOP OF DAM EL. 260.00EMERGENCY

EL. 259.00

SPILLWAY

PLAN VIEW

ESCDPM REFERENCE 6.65.1

AND STABILIZE IT.

BRING THE AREA TO GRADE,

UNSTABLE SEDIMENT DEPOSITS,

REMOVE ALL BAFFLE MATERIALS AND

HAS BEEN PROPERLY STABILIZED,

AFTER THE CONTRIBUTING DRAINAGE AREA

HALF THE DESIGNED STORAGE DEPTH.

SEDIMENT DEPTH SHOULD NEVER EXCEED

DAMAGING THE BAFFLES DURING CLEANOUT.

ON THE BAFFLES. TAKE CARE TO AVOID

NEXT RAIN AND TO REDUCE PRESSURE

ADEQUATE STORAGE VOLUME FOR THE

WHEN IT REACHES HALF FULL TO PROVIDE

PROMPTLY. REMOVE SEDIMENT DEPOSITS

OR BECOME INEFFECTIVE, REPLACE IT

BAFFLE COLLAPSE, TEAR, DECOMPOSE,

BAFFLES. SHOULD THE FABRIC OF A

BE SURE TO MAINTAIN ACCESS TO THE

REQUIRED REPAIRS IMMEDIATELY.

AND AFTER EACH RAINFALL. MAKE ANY

INSPECT BAFFLES AT LEAST ONCE A WEEK

POROUS BAFFLE MAINTENANCE:

TOP OF BOX=258.00

SEE SHEET CE-503 FOR SEDIMENT BASIN WITH SKIMMER CONSTRUCTION AND MAINTENANCE NOTES

CE504

PAUL CUDNEY PH: 910-391-0829

24 HOUR EMERGENCY CONTACT FOR EROSION CONTROL MAINTENANCE:

2 FAIRCLOTH SKIMMER DETAIL

surface area

25% of basin

2nd Cell

THE BASIN.

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

STAPLES.

TRENCH OR PINNED WITH 8-INCH EROSION CONTROL MATTING

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

ROPE AND SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.

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

SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE

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

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

TOP OF THE MEASURE TO PREVENT SAGGING.

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

LENGTH MAY USE 2 BAFFLES.

AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN

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

SHOULD BE 2 INCHES LOWER THAN THE TOP OF BERMS.

HIGHER THAN THE INVERT OF THE SPILLWAY. TOP OF BAFFLES

BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES

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

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

SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).

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

AND SIDE TO SIDE.

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

POROUS BAFFLES CONSTRUCTION SPECIFICATIONS:

SUPPORT WIRE

STAKE TO

SCALE: N.T.S.

POROUS BAFFELS

CROSS SECTION

TRENCHED INTO BOTTOM AND SIDE

COIR MESH OR SIMILAR, STAPLED OR

OR SIDE

24" INTRO BOTTOM

SUPPORT POST

PREVENT SAGGING

TO WIRE TO

SUPPORT ROPE

SECTION VIEW AT OPENING

COMPACTED

BACKFILLED AND

6"X6" TRENCH,

BURIED IN TRENCH

FENCE AND FABRIC

STEEL POST

basin surface area

35% of

INLET ZONE OUTLET ZONE

area basin surface

15% of surface area

25% of basin

1st Cell

DEVICE GET COVERED OR STUCK IN THE TRAPPED SEDIMENT.

TO PROVIDE SATISFACTORY EFFICIENCY, DO NOT LET THE FLOTATION

OF THE BASIN AT ALL THE TIMES.

EVERY STORM. KEEP THE FLOTATION DEVICE OFF THE FLOOR

INSPECT, CLEAN AND PROPERLY MAINTAIN THE SKIMMER AFTER

FLEXIBLE HOSE

SCHEDULE 40 PVC PIPE

PVC TEE

PVC ELBOW

PVC VENT PIPE

PVC END CAP

PVC ELBOW

PVC END CAP

PVC TEE

ARM ASSEMBLY

UNDERSIDE

HOLES IN

" 2

1PVC PIPE

SURFACE

BOTTOM

SURFACE

WATER

PLAN VIEW

SIDE VIEW

PVC VENT PIPE

CLEANOUT ELEVATION = 255.50

TOP OF FABRIC = 257.00

POROUS BAFFLES

(MAXIMUM 10-YR W.S.E.L. INTERPOLATED)

STORAGE VOLUME EL. 256.22

BOTTOM OF POND EL. 254.00

(MAINTAIN THE CLEANOUT LEVEL AT ALL TIME

LEVEL DURING THE CONSTRUCTION

WITH A MARK INDICATING THE CLEANOUT

INSTALL A STEEL GRADE INDICATOR STAKE INV. EL. 251.50

1.5 CY CONCRETE FOR ANTIFLOTAION (9'X9'X8")

SCALE: N.T.S.

SEDIMENT BASIN (W/SKIMMER)

FAIRCLOTH SKIMMER

S E

E N

T B

A S

N D B

A F F

E L S

E R

O S

N C

O N

T R

O L D

E T

260.00

INV. EL. 251.00

258.00

259.00

4.00

SKIMMER SIZE 5.00 in

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

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N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

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D E

S C

G T

O N D

T R

A R

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O N A

V E

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R O

B E

R T S

K S

H E

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O C

S O

F T

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H N

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U P

P O

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R A

G A

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A p ro j n o

C H I- -A w w w .e x p fe d e ra l.

c o m

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A G

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A N A

V E

CONTROLLED UNCLASSIFIED INFORMATION (CUI)

W P

S O

A T

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AMENDMENT NO. 002

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PN79439.2 - AMENDMENT NO. 02 - 31 AUG 2022

DRAWINGS

CIVIL

CG101 - GRADING AND DRAINAGE PLAN A

CE101A - INITIAL EROSION CONTROL PLAN A

CE101B - INITIAL EROSION CONTROL PLAN B

CE102A - INTERMEDIATE EROSION CONTROL PLAN A

CE102B - INTERMEDIATE EROSION CONTROL PLAN B

CE504 - EROSION CONTROL DETAILS SEDIMENT BASIN AND BAFFELS

File details come from the government source that posted it. Updated Sep 2, 2022.