Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part3.pdf

PDF 40 MB Posted Dec 15, 2023

Attached to: B-21 Fuels System Maintenance Dock
Solicitation number: W9128F24R0019
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 21, 2023

This federal contract opportunity solicitation seeks proposals for fuel system maintenance dock services for the B-21 Raider aircraft. The Department of the Army Corps of Engineers Engineering District Omaha issued solicitation number W9128F24R0019 for a firm-fixed price contract to provide all labor, supervision, tools, equipment, materials, supplies and transportation necessary to perform fuel system maintenance dock services at Ellsworth Air Force Base in South Dakota. Proposals are due by July 15, 2024 and the period of performance is a one year base period with four one-year option periods. The contractor will be responsible for maintaining the fuel system maintenance dock and performing fuel system maintenance on the B-21 Raider aircraft as required by the 28th Bomb Wing.

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Am-0006_W9128F24R0019_Attachments.pdf	PDF	Feb 2, 2024
Am-0006_W9128F24R0019.pdf	PDF	Feb 2, 2024
Am-0005_W9128F24R0019_Attachments.pdf	PDF	Jan 26, 2024
Am-0005_W9128F24R0019.pdf	PDF	Jan 26, 2024
Am-0004_W9128F24R0019_Attach_Specs_Draws.pdf	PDF	Jan 22, 2024
W9128F24R0019_Am0004.pdf	PDF	Jan 22, 2024
Am-0003_W9128F24R0019_Attachments.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Perc_Des__Vol II_Part3.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part5.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Perc_Des_Vol II_Part1.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_EAFB_B21_Fuel_Sys_Maint_Dock_100_Perc_Spec.pdf	PDF	Dec 15, 2023
W9128F24R0019_Am_0003.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part1.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part4.pdf	PDF	Dec 15, 2023
W9128F24R0019__Am0002.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Perc_Des_Vol II_Part2.pdf	PDF	Dec 15, 2023
Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part2.pdf	PDF	Dec 15, 2023
W9128F24R0019_ Am0001.pdf	PDF	Nov 21, 2023
24R0019_Pre-bid Site Visit Roster_R.pdf	PDF	Nov 21, 2023

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DOCK 80

DOCK 81

C P

LOD

D LOD

LODLODLOD

LODLODLODLODLOD

DLOD

LOD

LODLOD

CP 308

STORM SEWER CLEANOUT

STEEL LID=3236.09

FL=(CAN'T OPEN LID)

CONCRETE

AREA INLET

RIM=3238.22

FL=3225.22

AREA INLET

RIM=3238.16

(NO INV -

VALVE CLOSED)

" R

C P

D S

SANITARY SEWER MH

RIM=3234.54

INV SE=3225.90

INV SW=3225.77

INV NE=3225.72

8" V

C P

6" PVC

INDUSTRIAL WASTE MH

RIM=3235.30

INV SE=3227.09

INV SW=3227.15

INV NE=3227.01

" I

N W

INDUSTRIAL WASTE MH

RIM=3236.15

INV NE 15"=3229.63

INV NW 18"=3228.34

" R

C P

18" INW

6" V

C P

COMMUNICATIONS VAULT

(APPROXIMATE)

MH RIM=3237.04

BOTTOM VAULT=3225.91

BOLLARDS AROUND

"CASS REFUEL"

EMERGENCY SWITCH

CONCRETE

R O

M D

18" INDUSTRIAL WASTE

SERVICE LINES, FROM EAFB GIS

AG AG

AG AG AG

AGAG

TYPE B INLET

RIM=3235.04

FL=3231.14

TYPE B INLET

RIM=3234.31

FL=3231.33

CONCRETE

AREA INLET

RIM=3230.66

FL=3223.05

O N

C O

N C

U N

O N

C O

N C

U N

AREA INLET

RIM=3238.18

FL=3222.68

AREA INLET

RIM=3238.22

(NO INV -

VALVE CLOSED)

AREA INLET

RIM=3238.31

FL=3224.01

AREA INLET

RIM=3238.27

(NO INV -

VALVE CLOSED)

" R

C P

6" V

C P

8" V

C P

12" PVC

" R

C P

12" PVC

FL=3231.46

12" PVC

FL=3230.65

" I

N W

" R

C P

(C O

N C

90 ROW

APRON

80 ROW

APRON

EX GRASS

" F

EX GRASS

O N

C O

N C

U N

D S

U R

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

3236.11 32

.00

.07

.04

.12

.07

.12

.10

.00

.02

.16

.15

.24

.43

.49

.32

.27

.12

.21

.27

.30

3234.37 3234.40

.48

.62

.72

.82

.66

.76

.87

.80

.95

.03

.79

.96

.01

.35

3236.44

.68

3236.68 S

S CO

SSS MH B.2

.35

.26

.09

.36

.83

.04

.32

.33

.26

.63

.72

.26

3235.35

.40

3235.33

.88

3235.02 32

.13

.49

.65

.45

.05

.78

3235.29

.30

.29

.26

.97

.20TC

.14

.97

.96

.0832

.95

.0032

.06

.36

.92

.28

.08

.35

.98

.91

3234.97

3235.09

3236.68

N P

CP111SCALE: 1" = 20' 0 20' 40' 60'10'A1 PAVEMENT JOINT ELEVATION PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

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O M

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D O

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B ro ad wa y E xte ns ion

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1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CP110 FOR CONTINUATION

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

4. PROVIDE EXPANSION JOINT AROUND ALL COLUMNS,

BOLLARDS, CLEANOUTS, MANHOLES, INLETS, AND OTHER

PROTRUSIONS.

5. MATCH ALL PROPOSED PAVEMENT FLUSH WITH EXISTING

PAVEMENT.

288.91

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

FUEL SYSTEM

MAINTENANCE DOCK

(OFFICES/SHOPS FFE =

3236.68)

DOCK 81

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

NORTH

CP110

CP111

289.70

LEGEND:

CONCRETE GSE PAVEMENT

PCC AIRFIELD PAVEMENT

CONCRETE SIDEWALK

GRASSED AREA

STONE MOW STRIP

CONCRETE PAVEMENT

REPLACEMENT

MECHANICAL EQUIPMENT PAD

OFFICES/SHOPS

FFE = 3236.68

HANGAR THRESHOLD

FFE = 3236.35

TC 3236.28 PROPOSED TOP OF CURB (TC) SPOT

ELEVATION

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

T D

CP501

1/2"

1/2 LENGTH ±

INITIAL FILL IN

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER

1/2"

1/2 LENGTH ±

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER

1/2"T/2 +-

B1 BITUMINOUS BUTT JOINT

SCALE: N.T.S.

D1 SAWED CONTRACTION JOINT

SCALE: N.T.S.

DOWELED CONSTRUCTION

JOINT AT EXISTING PAVEMENT

SCALE: N.T.S.

D2 BITUMINOUS/ PCC PAVEMENT JOINT

C1 DOWELED CONSTRUCTION JOINT

SCALE: N.T.S.

CP502

JOINT NOTES

1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS INDICATED.

2. TOP OF SEAL SHALL BE BELOW THE PAVEMENT SURFACE AS SPECIFIED.

3. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY WHERE PAVING OPERATIONS

STOP FOR THE DAY.

4. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S SPECIFICATIONS. (EXCEPT AS

NOTED ON PLANS AND IN SPECIFICATIONS.)

5. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.

6. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.

7. SEE JOINT LAYOUT PLANS FOR LOCATIONS WHERE WELDED WIRE REINFORCEMENT IS REQUIRED.

8. SEE SPECIFICATION SECTION 32 13 73.19 FOR CLEANING AND SEAL INSTALLATION PROCEDURES.

9. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE, FLAKY RUST, LOOSE SCALE, OIL, GREASE, MUD, OR OTHER COATINGS THAT MIGHT REDUCE THE BOND WITH CONCRETE.

10. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING CONCRETE MAY BE THICKER THAN NEW

CONCRETE. SAWCUT FULL-DEPTH VERTICAL FACE IN EXISTING CONCRETE WHERE NEW CONCRETE

IS PLANNED.

11. IF CONTRACTOR ELECTS TO PAVE DOUBLE LANES, THE DOWEL BARS AT THE MID POINT JOINT ARE

STILL REQUIRED.

12. IRREGULAR, UN-EVEN, OR ROUNDED JOINTS THAT ARE TOO WIDE TO BE 100% SHAPED BY SAW CUT

DIMENSION IN DETAIL SHALL HAVE A LARGER SEAL INSTALLED. CONTRACTOR SHALL FIRST

DETERMINE THE NEW RESERVOIR DIMENSIONS, SIZE OF THE SEAL TO BE APPROXIMATELY TWICE THE JOINT WIDTH, THEN MAKE SUBMITTAL TO THE CONTRACTING OFFICER PRIOR TO SHAPING THE

RESERVOIR. LARGER SEAL INSTALLATION SHALL BE FULL LENGTH OF THE EFFECTED SLABS,

TERMINATING AT INTERSECTING JOINTS.

13. SEALS WITHOUT PROPER RECESS, OR OTHERWISE IMPROPERLY INSTALLED, SHALL BE REPLACED

WITH NEW SEAL FROM PLANNED JOINT TO PLANNED JOINT.T

1/2"T/2 +-

CSYMBOL:

DSYMBOL:

XSYMBOL:

SSYMBOL:

BSYMBOL:

EXISTING BASE

EXISTING SUBBASE

NEW HMA PAVEMENT

EXISTING SUBGRADE

NEW SUBBASE

NEW BASE

1' 1'

EXISTING HMA PAVEMENT

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

INITIAL

SAWCUT

90° (VERTICAL AND HORIZONTAL)

TOLERANCE: 1/8" MAX PER FOOT

OF DOWEL

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

SEE SHEET CP502 FOR DOWEL

SIZE, SPACING & NOTES

COAT EXPOSED FACE OF BUTT

JOINT WITH CURING COMPOUND

TACK COAT

FABRIC STRIP

ANGLE OF REPOSE

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

SEE SHEET CP502

FOR DOWEL SIZE,

SPACING & NOTES

90° (VERTICAL AND HORIZONTAL)

TOLERANCE: 1/8" MAX PER FOOT

OF DOWEL

DRILLED HOLE W/ BAR

EMBEDDED INTO EPOXY GEL

EXISTING

PAVEMENT

ASPHALT

PAVEMENT

PORTLAND CEMENT

CONCRETE PAVEMENT

T/4+1"

REBAR / WELDED WIRE REINFORCEMENT PLACEMENT

1/2" WIRE SPACING

OR 3" MAX.

A1 REINFORCED PCC PAVEMENT

SCALE: N.T.S.

CONCRETE REINFORCING NOTES:

1. CONCRETE SLAB REINFORCEMENT SHALL BE EITHER:

A.) FABRICATED DEFORMED STEEL BAR MATS CONFORMING TO ASTM A184

B.) STEEL WELDED WIRE FABRIC CONFORMING TO ASTM A1064.

2. ALL STEEL TO BE DELIVERED IN FLAT SHEETS, NO ROLL WILL BE ACCEPTABLE.

3. DEFORMED STEEL BARS TO BE OVERLAPPED A MINIMUM OF 24 BAR

DIAMETERS. LAPPED BARS TO BE SECURELY WIRED TO PREVENT SEPARATION

DURING CONCRETE PLACEMENT.

4. WIRE FABRIC TO BE OVERLAPPED DISTANCE EQUAL TO ONE SPACING OF WIRE

IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.

5. WELDED WIRE REINFORCEMENT WILL BE USED FOR ALL ODD SHAPED

REINFORCED PANELS.

6. SEE MATERIAL SCHEDULE FOR REINFORCEMENT SIZING ON SHEET CP502.SYMBOL: R

SEE MATERIAL SCHEDULE

ON SHEET CP502 FOR

REINFORCEMENT SIZE

OPTIONS.

PAVEMENT JOINT

OR EDGE

B2 THICKENED EDGE EXPANSION JOINT

SCALE: N.T.S.

ESYMBOL: B4 APRON PCC TO HMA TYPICAL SECTION

SCALE: N.T.S.

NOTE: REFER TO

DETAIL B4/CP501

FOR BASE MATERIAL

AND DIMENSIONS.

T/4 (ROUNDED UP TO

NEXT WHOLE INCH)

5' MIN. (TYP)

3/4" MIN.

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

PREMOLDED

JOINT FILLER CP502

FOUNDATION OR

STRUCTURE

SCALE: N.T.S.

18" MIN.

2" HOT MIX ASPHALT

BITUMINOUS PRIME COAT

COMPACTED SUBGRADE (SEE

SPECIFICATION 31 00 00 FOR

COMPACTION REQUIREMENTS)

6" CEMENT STABILIZED BASE

COURSE

4" SUBBASE COURSE

SLOPE @ 0.5%

SOD SLOPE VARIES(SEE GRADING PLANS)

50' PAVED SHOULDER

(SEE DETAIL C1/CS501)

AIRFIELD CONCRETE

PAVEMENT (SEE

DETAIL A2/CS501)

BITUMINOUS/PCC JOINT

(SEE DETAIL D2/CP501)

6" SUBBASE COURSE

24" STAIR STEP

FOR LAYERS

6" SUBBASE COURSE

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

T D

CP502

C1 CONSTRUCTION JOINT SEALANT DETAIL

SCALE: N.T.S.

POURED HOT-APPLIED JOINT.

DEPTH EQUAL TO 1 - 1.5 TIMES

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED JOINT

PCC PAVEMENT

SURFACE

ASPHALT PAVEMENT

SURFACEW

1/2" MIN. TO

5/8" MAX.

POURED HOT-APPLIED JOINT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH AS

REQUIRED FOR

SEALANT RECESS

AND BACKER ROD

PROTECT

PAVEMENT FACE

SAWED CONTRACTION

JOINT SEALANT DETAIL

SCALE: N.T.S.

BITUMINOUS/PCC PAVEMENT JOINT

POURED HOT-APPLIED SEALANT DETAIL

SCALE: N.T.S.

PRE-FORMED COMPRESSION JOINT

SEALANT. DEPTH EQUAL TO 1.5"

MINIMUM OR AS RECOMMENDED

BY MANUFACTURER

CRACK INITIAL SAWCUT

(1/8" WIDE)

COMPLETED SAWCUT JOINT

PCC PAVEMENT

SURFACE W

1/2" MIN. TO

5/8" MAX.

PRE-FORMED COMPRESSION

JOINT RECESSED 1/8" TO 1/4"

BELOW PAVEMENT SURFACE

FINAL SAWCUT

DEPTH AS

REQUIRED FOR

SEALANT RECESS

AND BACKER ROD

BUTTED JOINT

COMPLETED SAWCUT JOINT

PCC PAVEMENT

SURFACE W

1/2" MIN. TO

5/8" MAX.

PRE-FORMED COMPRESSION

JOINT RECESSED 1/8" TO 1/4"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH

AS REQUIRED

FOR SEALANT

RECESS AND

BACKER ROD

EXPANSION JOINT

SEALANT DETAIL

SCALE: N.T.S.

POURED JOINT SEALANT NOTES:

1. DEPTH (D) AND WIDTH (W) OF JOINT SEALANT SHALL BE AS RECOMMENDED BY SEALANT MANUFACTURER.

2. FOR ALL SILICONE JOINTS, THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND

SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. JOINT SEALANT SHALL COMPLY WITH SECTION 32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT.

COMPRESSION JOINT SEALANT NOTES:

1. DEPTH (D) AND WIDTH (W) OF JOINT SEALANT SHALL BE AS RECOMMENDED BY SEALANT MANUFACTURER.

2. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE PRE-FORMED COMPRESSION JOINT SEALANT

AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. JOINT SEALANT SHALL COMPLY WITH SECTION 32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT.

DOWEL BAR INSTALLATION NOTES

1. DOWEL SLEEVES OR INSERTS ARE NOT PERMITTED.

2. DOWELS TO BE EPOXY COATED FULL LENGTH OF DOWEL IN ACCORDANCE WITH SECTION 32 13 14.13. SUBMIT PROPOSED

EPOXY INFORMATION FOR APPROVAL PRIOR TO STARTING WORK.

3. DOWEL BAR DIAMETER, LENGTH, AND SPACING TO BE AS SHOWN IN MATERIAL SCHEDULE (THIS SHEET).

4. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF MAINTAINING DRILL HOLES AND EMBEDDED BARS: (A) PARALLEL

TO THE CONCRETE SURFACE AND (B) NORMAL TO THE JOINT LINE, WITHIN SECTION 32 13 14.13 TOLERANCES. USE GANG DRILL WITH 3 OR MORE DRILLS. MINIMUM CURE TIME FOR DRILLING NEW CONCRETE PER SECTION 32 13 14.13.

5. CONTRACTOR SHALL RETAIN DRILL BIT MANUFACTURER'S REPRESENTATIVE TO TRAIN THE DRILLING CREW AND MAKE ADJUSTMENTS AS REQUIRED TO THE COMPRESSOR AND DRILL RIG TO PRODUCE DRILL HOLES WITH MINIMAL EDGE SPALLING.

MAXIMUM EDGE SPALLING ON FACE IS PER SPECIFICATION SECTION 32 13 14.13.

BASKET NOTES:

1. WIRE USED IN BASKETS SHALL CONFORM TO ASTM-A1064 COLD DRAWN WIRE.

2. DOWEL BAR ATTACHMENT MAY BE FABRICATED BY ARC OR RESISTANCE TYPE WELDING.

3. WIRE FRAME MEMBERS SHALL BE RESISTANCE WELDED EXCEPT FOR SPACER BARS WHICH MAY BE ARC WELDED.

A1 TYPICAL DOWEL BAR BASKET ASSEMBLY DETAIL

SCALE: N.T.S. A2

DOWEL SPACING AT JOINT

CORNERS

SCALE: N.T.S.

LINE

LONGITUDINAL JOINT

0.6L

TRANSVERSE

JOINT LINE

O N

O F

N G d d

12" MIN.

DOWEL (TYP)

DOWELS & JOINTS AT ODD

SHAPED PANELS

SCALE: N.T.S.

JOINTS TO INTERSECT

PAVEMENT EDGE AT 90°

3' MIN. - 8' MAX.

PAVEMENT EDGE

DO NOT INSTALL DOWELS

IN JOINTS THAT INTERSECT

OTHER JOINTS AT AN ANGLE

OTHER THAN 90°

*SEE PLANS FOR DOWEL TYPE

TRANSVERSE JOINT

LONGITUDINAL JOINT

DEFORMED

TIE BAR

(SEE PAVEMENT

JOINT PLAN)

MATERIAL SCHEDULE

ITEM SIZE SECTION REMARKS

DOWELS, 6" PCC 3

4" DIA. X 16" LONG @ 12" O.C. 32 13 14.13 EPOXY COATED, INCLUDING ENDS

DOWELS, 9" PCC 1" DIA. X 16" LONG @ 12" O.C. 32 13 14.13 EPOXY COATED, INCLUDING ENDS

DOWELS, 17" PCC 1-1/2" DIA. X 20" LONG @ 18" O.C. 32 13 14.13 EPOXY COATED, INCLUDING ENDS

DOWEL EPOXY

RESIN AS REQUIRED 32 13 14.13 SELECT CLASS B OR C PER ASTM C881/ C881M

REINFORCED

SLABS TYPE R

6" PCC: 4X4 - W3.5 X W3.5

9" PCC: 6X6 - W4.0 X W4.0

17.5" PCC: 6X6 - W6.0 X W6.0

32 13 14.13 SEE CONCRETE REINFORCING NOTES

BASKETS SHALL BE SECURELY FASTENED TO THE

SUBBASE PREVENTING DISPLACEMENT BY CONCRETE.

0.362" DIA. "VEE" LEG CHAIRS

0.177" DIA. SPREADER WIRES

(3 PER ASSEMBLY)

DOWEL BARS WELDED ALTERNATELY

TO TOP SPACER BARS

0.362" DIA. BOTTOM & TOP

SPACER BARS WELDED TO LEG

CHAIRS (2 PER ASSEMBLY)

NOTE:

SEE MATERIAL SCHEDULE (THIS SHEET) FOR DOWEL

SIZE, LENGTH AND DIMENSIONAL INFORMATION.

LUBRICATE AS

SPECIFIED

PRE-FORMED COMPRESSION

JOINT SEALANT. DEPTH EQUAL

TO 1.5" MINIMUM OR AS

RECOMMENDED BY

MANUFACTURER

(SEE SAWCUT

DEPTH TABLE

THIS SHEET)

LUBRICATE AS

SPECIFIED

SAWCUT DEPTH (D1)

PCC THICKNESS (IN) SAWCUT DEPTH (IN)

6 1-5

9 2-1/4

17.5 3

W = 3/4"

BOND BREAKER TAPE OR

BACKER ROD MATERIAL

PAVEMENT

SURFACE

SEALANT DEPTH

D = W PER

MANUFACTURER

FIELD MOLDED SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

1/4" BEVEL BY

SAWCUT (TYP)

1/ 8"

±1 /1

DOCK 70

DOCK 71

DOCK 72

DOCK 73

DOCK 81

DOCK 82

DOCK 80

DOCK 81

S CO

C O

M M

C O

M M

SD SA

E 3237.27

SAN SAN SAN SAN SAN SAN

SDSD

III I

SD SD

SD SD SD

SD SD SD SD SD

SDSDSD SD

SDSD

NI I

LOD

LOD LOD

LOD

LOD LO

LOD

CP 308

STORM SEWER CLEANOUT

STEEL LID=3236.09

FL=(CAN'T OPEN LID)

AREA INLET

RIM=3230.77

FL=3225.02

AREA INLET

RIM=3238.22

FL=3225.22

AREA INLET

RIM=3238.16

(NO INV -

VALVE CLOSED)

" R

C P

D S

SANITARY SEWER MH

RIM=3234.54

INV SE=3225.90

INV SW=3225.77

INV NE=3225.72

8" V

C P

6" PVC

" R

C P

R C

SANITARY SEWER MH

RIM=3234.36

INV SW=3223.96

INV NW=3223.98

INV SE=3223.95

INV NE=3223.92

STORM SEWER MH

RIM=3236.17

FL=3230.84

6" V

C P

6" V

C P

R O

M D

D S

S DS

D S

CPT

AREA INLET

RIM=3230.85

FL=3226.02

12" PVC

FL=3232.01

12" PVC

FL=3232.78

R O

M D

" R

C P

" R

C P

SANITARY SEWER MH

RIM=3235.98

INV NW=3223.07

INV SE=3223.03

SANITARY SEWER MH

RIM=3243.06

INV NW=3227.01

INV SE=3227.02

8" VCP

8" VCP8" VCP

8" W

2" COPPER

" F

2" C

C O

60"

RCP

STORM SEWER JB

MH RIM=3231.80

FL BOX=3223.14

FL SE=3223.25

FL NE=3224.54

STORM SEWER JB

TOP CONCRETE

STRUCTURE=3229.6±

MH RIM=3230.20

FL BOX=3218.25

FL NE=3218.65

AREA INLET

RIM=3227.27

FL BOX=3218.12

CLEANOUT

RIM=3231.44

FL=3224.18

AREA INLET

RIM=3231.90

HOLE CUT IN

BOX FLOOR /TOP PIPE

BOX FLOOR=3223.80

FL 60" RCP=3218.92

AREA INLET

RIM=3231.21

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3231.23

FL=3219.84

6" V

C P

6" V

C P

60" RCP

STOP

CP 310

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

STORM SEWER MH

RIM=3233.98

FL=3219.48

AREA INLET

RIM=3231.24

FL=3219.74

STORM SEWER VAULT

MH RIM=3235.41

FL 42" NW=3220.52

FL 6" W=3230.86

FL 30" NE=3220.57

FL 48" SE=3220.85

SANITARY

SEWER MH

RIM=3235.86

INV 4" SE=3227.80

INV 8" NE=3227.82

TYPE B INLET

RIM=3235.04

FL=3231.14

TYPE B INLET

RIM=3234.31

FL=3231.33

AREA INLET

RIM=3232.31

FL=3220.73

CASTLE DRIVE

STOP

STORM SEWER VAULT

MH RIM=3238.68

FL 30" NE=3220.87

FL 42" NW=3220.81

FL 42" SE=3220.87

AREA INLET

RIM=3239.21

FL=3221.57

FLAP GATE

ON 6" VCP

AREA INLET

RIM=3239.63

FL=3232.04

AREA INLET

RIM=3238.63

FL 18" NE=3231.03

FL 30" NW=3230.22

FL 30" SE=3230.23

STORM SEWER CLEANOUT

IN CONCRETE

RIM=3245.66

STORM SEWER MH

RIM=3245.30

FL 6" NE=3239.26

FL 6" SW=3239.22

FL 18" NW=3235.57

FL 18" SE=3235.60

AREA INLET

RIM=3241.39

FL 18" NW=3235.31

FL 30" NE=3230.99

FL 30" SE=3230.99

AREA INLET

RIM=3239.20

FL=3232.91

STORM SEWER JB

MH RIM=3238.59

FL 6" NW=3230.86

FL 6" NE=3229.42

FL MH=3221.97

AREA INLET

RIM=3230.66

FL=3223.05

O N

C O

N C

U N

O N

C O

N C

U N

AREA INLET

RIM=3238.18

FL=3222.68

AREA INLET

RIM=3238.22

(NO INV -

VALVE CLOSED)

AREA INLET

RIM=3238.31

FL=3224.01

AREA INLET

RIM=3238.27

(NO INV -

VALVE CLOSED)

" R

C P

" R

C P

6" VCP

18" RCP

6" V

C P

18" RCP

6" V

C P

" R

C P

" R

C P

" R

C P

30" RCP

STORM SEWER MH

RIM=3239.68

FL=3235.80

6" VCP

6" V

C P

6" V

C P

STORM SEWER MH

RIM=3240.76

FL 6" E=3232.70

FL 30" NW=3229.28

FL BOX=3221.58 6"

STORM SEWER MH

RIM=3240.37

FL 6" NW=3235.00

FL 6" W=3233.38

FL 6" SE=3235.10

FL 6" SW=3233.38

6" VCP 6" VCP

42" RCP 42" RCP

6" V

" R

C P

FLAP GATE

ON 6" VCP

6" VCP 6" VCP

6" V

C P

6" V

C P

" R

C P

STORM SEWER MH

RIM=3238.71

FL 6" SE=3234.51

FL 6" NE=3231.25

FL 6" E=3231.25

V C

6" VCP 6" VCP

6" PVC ENTERS JB

ABOVE MAIN PIPE

8" V

C P

12" PVC

" R

C P

12" PVC

FL=3231.46

12" PVC

FL=3230.65

STORM SEWER MH

RIM=3232.76

FL NW=3228.69

FL W=3226.33

FL SW=3226.42

FL SE (BOTTOM BOX)=3226.29

6" VCP

6" VCP LOCATION

SHOWN IS FROM

EAFB GIS

INFORMATION

6" V

C P

6" V

C P

6" VCP

STORM SEWER MH

RIM=3232.70

FL NW (BOTTOM BOX)=3228.85

FL NE=3228.90

CASTLE DRIVE

6" VCP

CONCRETE

CP 307

" R

C P

48" RCP 48" RCP 48" RCP

D R

R O

M D

SANITARY SEWER MH

RIM=3242.65

INV SE=3231.24

INV NE=3231.19

6" STEEL

8" V

C P

8" V

C P

6" VCP

8" V

C P

CPT

TAXIWAY ALPHA NORTH CENTERLINE

D R

SANITARY SEWER MH

RIM=3241.25

INV SW=3229.60

INV SE=3229.60

NE=3229.55

100 ROW

APRON

90 ROW

APRON

80 ROW

APRON

70 ROW APRON

TAXIWAY A

EX GRASS

" F

EX GRASS

100 ROW APRON 90 ROW APRON

80 ROW APRON 70 ROW APRON

TAXIWAY ATAXIWAY A

90 ROW

APRON 80 ROW

APRON

90 ROW APRON

100 ROW

APRON

EX GRASS

CASTLE DRIVE

TAXIWAY A TAXIWAY A

TAXIWAY TAXIWAY

TAXIWAY SHOULDER TAXIWAY SHOULDER TAXIWAY SHOULDER

O N

C O

N C

U N

O N

C O

N C

U N

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

D S

U R

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

D S

U R

D S

U R

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

D S

U R

D S

U R

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

D S

U R

A G

D S

U R

D S

U R

D S

U R

S U

Y D

FIELD SURVEY DATA

GIS DATA

D S

U R

FIELD SURVEY DATA

GIS DATA

" F

D S

U R

D S

U R

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

L G

CG100SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL GRADING PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

NORTH

CG101

CG102

FUEL SYSTEM

MAINTENANCE

DOCK

3235.5 F

F F

H Y D

Y D

F F F F F F F F

F F

F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F

F F

C O

JB A-0

CO C-4

JB A-1

DI C-2

JB C-1

ELBOW C-3

A-2.1

TEE A-2

12" RCP 6" PVC

6" PVC

12" CMP

6" PVC

D D

.35

C O

.35

.39

.68

3236.68

.56

.17

.24

.23

.21

.25

.48

.35

.23

.60

.47

.68

.56

3235.25

C O

.05

.59

.26

3237.36

.82

.27 32

.59

.44

.42

.98

.96

.53

.99

.97

.46

.09

.73

.34

.96

.68

.98

.61

.02

.99

.06

.22

.51

.95

.28

.16

.27

.95

.88

.12

.09

.86

.43

.06

.14

.49

.00

.72

.62

.53

.02

.38

.76

.27

.31

.98

.08

.80

.11

.50

.24

.04

.52

.12

.77

.28

.89

.63

.85

.69

.38

.73

.34

.77

.63

.52

.53

.81

.56

.84

.33

.21

.44

.90

.79

.63

.67

.66

.91

.72

.44

.28

.69

.20

.95

.60

.42

.78

I IINW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW

SD SD SD SD SD SD SD

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

WWWWWWWWWWWWWWWWW

.83

.23

.94

.54

.69

.72

.93

3235.69

.75

WWWWWWWW

.90

.51

.02

.72

.35 3237.9232

.50

.26

.05

.78

.30

.91

.22

.92

.70

.62

.48

.51

.92

.10

3238.38

SD SD

INW INW INW

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

SD SD SD

W W

W W W W W W W W

.60

.64

.62

LODLOD

LODLO

LOD

D LOD

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD LOD LOD LO

LOD

CP 310

AG AG AG AG

AG AG AG

AGAGAGAG

AREA INLET

RIM=3231.24

FL=3219.74

STORM SEWER VAULT

MH RIM=3235.41

FL 42" NW=3220.52

FL 6" W=3230.86

FL 30" NE=3220.57

FL 48" SE=3220.85

SANITARY

SEWER MH

RIM=3235.86

INV 4" SE=3227.80

INV 8" NE=3227.82

AREA INLET

RIM=3232.31

FL=3220.73

CASTLE DRIVE

STORM SEWER VAULT

MH RIM=3238.68

FL 30" NE=3220.87

FL 42" NW=3220.81

FL 42" SE=3220.87

STORM SEWER JB

MH RIM=3238.59

FL 6" NW=3230.86

FL 6" NE=3229.42

FL MH=3221.97

" R

C P

6" VCP

42" RCP

6" V

" R

C P

FLAP GATE

ON 6" VCP

6" VCP

6" V

C P

" R

C P

STORM SEWER MH

RIM=3238.71

FL 6" SE=3234.51

FL 6" NE=3231.25

FL 6" E=3231.25

V C

6" VCP

6" PVC ENTERS JB

ABOVE MAIN PIPE

CONCRETE

CP 307

48" RCP 48" RCP

R O

M D

EX GRASS

90 ROW

APRON 80 ROW

APRON

EX GRASS

TAXIWAY

TAXIWAY SHOULDER TAXIWAY SHOULDER

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

6" PVC

G R

G P

CG101SCALE: 1" = 20' 0 20' 40' 60'10'A1 GRADING PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CG102 FOR CONTINUATION

SHEET KEYNOTES

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. REFER TO SHEETS CP110 AND CP111 FOR PAVEMENT JOINT

ELEVATION PLANS.

4. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. REFER TO SHEET CG201 FOR STORM SEWER PROFILES.

FUEL SYSTEM

MAINTENANCE DOCK

(OFFICES/SHOPS FFE =

3236.68)

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

CG102

NORTH

CG101

2. STORM SEWER MANHOLE - NON-AIRCRAFT RATED

LEGEND:

CONCRETE GSE PAVEMENT

PCC AIRFIELD PAVEMENT

CONCRETE SIDEWALK

GRASSED AREA

STONE MOW STRIP

CONCRETE PAVEMENT

REPLACEMENT

3. STORM SEWER CLEANOUT (DETAIL D5/CG501)

IW TANK

4. DROP INLET (DETAIL C2/CG502)

5. MATCH FLUSH WITH EXISTING ADJACENT SURFACE.

6. STORM SEWER MANHOLE - AIRCRAFT RATED (DETAIL A2/CG501)

(DETAIL A1/CG502)

OFFICES/SHOPS

FFE = 3236.68

HANGAR THRESHOLD

FFE = 3236.35

9. 4" PVC STORM SEWER LINE. SEE PLUMBING DRAWINGS

FOR CONTINUATION INTO BUILDING.

10. 4" HDPE INDUSTRIAL WASTE PIPE

ASPHALT AIRFIELD

SHOULDER PAVEMENT

EXISTING

BLAST SHIELD

1. CONNECT STORM SEWER MAHNOLE TO EXISTING

30" STORM LINE.

4" DIA STOOP UNDERDRAIN

END OF PIPE

INV = 3228.68

4" DIA STOOP

UNDERDRAIN TEE

INV = 3226.98

4" DIA STOOP

UNDERDRAIN @ MH

INV = 3226.60

F F

F F F F F

Y D

S COSSSS

SSSSS

F F

CO A-3

EX CO D-2

6" PVC

6" PVC, TYP

C O

3235.27

.68

.46

.56

.28

.36

.33

.97

.33

.65

.33

.44

.38

.29

.26

.12

.35

.67

.23

.35

.48

.46

.16

.58

.17

.68

3236.58

3236.30

3236.35

.43

.38

.68

G G

E E

EEEEEEEE

EEEEE

COMM

C O

M M

C O

M M

F F

.91

.68

.73

.78

.14

.22

.10

.83

.48

3238.10

.53

.38

.80

W W

.26

.84

.17

.57

.40

.63

.02

IINW INW INW INW INW INW

SAN

INWINW

G G

E E

F F F F F F F F F F F F F F F F F F

.83

.58

.39

.77

.35

.83

.26

.10

.37

.18

.73

.61

3238.25

.10

.89

.51

.39

.96

.95

.37

.49

.59

.44

.00

3235.34

3237.67

.08 32

.36

.11

.26

.64

.92

3238.97

3239.04

.90

.6232

.42

.88

.03

.74

.97

.13

.28

.563237.96

.59

.56

.33

.70

3237.84

.98

.59

.17

.19

.30

.66

.14

.68

.20

.8132

.23

.59

.78

.02

.30

3238.10

3238.52

.64

.76

.16

C P

W W

F F F F F

.67

.45

.91

.68

.80

.03

.92

.48

.02

.28

.98

.03

.23

.25

3236.06

.34

.81

.50

.13

.56

.55

LOD

D LOD

LODLODLOD

LODLODLODLODLOD

DLOD

LOD

LODLOD

CP 308

STORM SEWER CLEANOUT

STEEL LID=3236.09

FL=(CAN'T OPEN LID)

AREA INLET

RIM=3238.22

FL=3225.22

AREA INLET

RIM=3238.16

(NO INV -

VALVE CLOSED)

" R

C P

D S

SANITARY SEWER MH

RIM=3234.54

INV SE=3225.90

INV SW=3225.77

INV NE=3225.72

8" V

C P

6" PVC

" R

C P

6" V

C P

R O

M D

AG AG

AG AG AG

AGAG

TYPE B INLET

RIM=3235.04

FL=3231.14

TYPE B INLET

RIM=3234.31

FL=3231.33

AREA INLET

RIM=3230.66

FL=3223.05

O N

C O

N C

U N

O N

C O

N C

U N

AREA INLET

RIM=3238.18

FL=3222.68

AREA INLET

RIM=3238.22

(NO INV -

VALVE CLOSED)

AREA INLET

RIM=3238.31

FL=3224.01

AREA INLET

RIM=3238.27

(NO INV -

VALVE CLOSED)

" R

C P

6" V

C P

8" V

C P

12" PVC

" R

C P

12" PVC

FL=3231.46

12" PVC

FL=3230.65

" R

C P

90 ROW

APRON

80 ROW

APRON

EX GRASS

" F

EX GRASS

O N

C O

N C

U N

D S

U R

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

G R

G P

CG102SCALE: 1" = 20' 0 20' 40' 60'10'A1 GRADING PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CG101 FOR CONTINUATION

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. REFER TO SHEETS CP110 AND CP111 FOR PAVEMENT JOINT

ELEVATION PLANS.

4. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. REFER TO SHEET CG201 FOR STORM SEWER PROFILES.

FUEL SYSTEM

MAINTENANCE DOCK

(OFFICES/SHOPS FFE =

3236.68)

DOCK 81

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

NORTH

CG101

CG102

SHEET KEYNOTES

3. STORM SEWER CLEANOUT (DETAIL D5/CG501)

3 LEGEND:

CONCRETE GSE PAVEMENT

PCC AIRFIELD PAVEMENT

CONCRETE SIDEWALK

GRASSED AREA

STONE MOW STRIP

CONCRETE PAVEMENT

REPLACEMENT

MECHANICAL EQUIPMENT PAD

5. MATCH FLUSH WITH EXISTING ADJACENT SURFACE.

2. STORM SEWER MANHOLE - NON-AIRCRAFT RATED

(DETAIL A1/CG502)

7. EXTERIOR CONCRETE HANGAR RAMP (DETAIL B1/CS502)

OFFICES/SHOPS

FFE = 3236.68

HANGAR THRESHOLD

FFE = 3236.35

9. 4" PVC STORM SEWER LINE. SEE PLUMBING DRAWINGS

FOR CONTINUATION INTO BUILDING.

8. EXTERIOR CONCRETE HANGAR RAMP (DETAIL C1/CS502)

4" DIA STOOP UNDERDRAIN

END OF PIPE

INV = 3228.68

11. 4" PVC STOOP UNDERDRAIN. SEE STRUCTURAL PLANS

FOR DETAILS. UNDERDRAIN SHALL BE PERFORATED

PIPE WITHIN STOOP FILL AREA AND SOLID WALL PIPE

BEYOND STOOP FILL AREA.

P= 3

4.0

S A N

P= 3

0.8

S A N

P= 3

7.2

S A N

G U

G C

DOCK 70

DOCK 71

DOCK 72

DOCK 73

DOCK 74

DOCK 81

DOCK 82

DOCK 83

DOCK 80

DOCK 81

III I

I I

C/LC/LC/LC/LC/LC/LC/LC

C/L

C /L

C/L C/L

C/LC

C /L

C/LC/L

C /L

C/L

C /L

C/L

C /L

C/LC/LC/LC/LC/LC/LC/LC/LC/LC/L

C/L

C /L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/LLO D

LOD

LOD LOD

LOD

LOD LO

LOD

CPT

TAXIWAY ALPHA NORTH CENTERLINE

100 ROW

APRON

90 ROW

APRON

80 ROW

APRON

70 ROW APRON

TAXIWAY A

100 ROW APRON 90 ROW APRON

80 ROW APRON 70 ROW APRON

TAXIWAY ATAXIWAY A

90 ROW

APRON 80 ROW

APRON

90 ROW APRON

100 ROW

APRON

TAXIWAY A TAXIWAY A

TAXIWAY TAXIWAY

TAXIWAY SHOULDER TAXIWAY SHOULDER TAXIWAY SHOULDER

100 ROW APRON

TAXIWAY ATAXIWAY A

S S

D D C

C O

32363236

C O

O N

A N

C O

O L

CG120SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

NORTH

CE102 CE103 CE104 CE107

CE105CE101

CE106

FUEL SYSTEM

MAINTENANCE

DOCK

E E

W W

SAN

COMM

G G

E E

I I

W W

E E

C /L

C/L

C /L

C/L

C /L

LOD

JBCPT

CPT

D R

100 ROW

APRON

D S

U R

D S

U R

N A

N D

T C

O N

CG121SCALE: 1" = 20' 0 20' 40' 60'10'A1 EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CE102 FOR CONTINUATION

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL 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.

7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR MULCH AND TEMPORARY SEEDING.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 30 DAYS SHALL BE STABILIZED WITH

SODDING.

9. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.

X X X X

X X

XXXX

X X

DUST CONTROL (DETAIL A1/CE501)

TEMPORARY SEEDING

SODDING (DETAIL A2/CE502)

STORM DRAIN INLET PROTECTION

(DETAIL C3/CE503)

X X X X

X X

XXXX

X X

LEGEND

LIMITS OF DISTURBANCELOD LOD

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

CE102

KEY PLAN

N.T.S.

CE103 CE104 CE107

CE105

CE106

CE101

NORTH

CONSTRUCTION LIMITSC/L C/L

(DETAIL A1/CE503)

WATTLE (DETAIL B2/CE501)

E E

E E E E

E E E E E E E E E E E E E E E E E

E E

W W

SD SD SD SD SD SD SD SD SD SD SD

WWWWWWWWWW

SAN

E E

C/LC/LC/LC/LC/LC/LC/LC/LC/LC/L

C /L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/LLODLOD

LOD LOD LOD

LODLOD

STOP

CASTLE DRIVE

D R

100 ROW

APRON

TAXIWAY SHOULDER

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

FW FW FW FW FW FW FW FW FW FW FW FW FW

N A

N D

T C

O N

CG122SCALE: 1" = 20' 0 20' 40' 60'10'A1 EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

M A

T C

H L

E E

S H

E E

T C

F O

R C

O N

U A

Du TS SD

X X X X

X X

XXXX

X X

SILT FENCE (DETAIL A1CE502)

DUST CONTROL (DETAIL A1/CE501)

TEMPORARY SEEDING

SODDING (DETAIL A2/CE502)

STORM DRAIN INLET PROTECTION

(DETAIL C3/CE503)

X X X X

X X

XXXX

X X

LEGEND

LIMITS OF DISTURBANCELOD LOD

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

CE103 CE104 CE107

CE105

CE106

CE101

NORTH

CE102

MATCH LINE - SEE SHEET CE101 FOR CONTINUATION

CONSTRUCTION LIMITSC/L C/L

(DETAIL A1/CE503)

WATTLE (DETAIL B2/CE501)W

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL 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.

7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR MULCH AND TEMPORARY SEEDING.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 30 DAYS SHALL BE STABILIZED WITH

SODDING.

9. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.

E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E

SD SD SD SD SD SD SDSDSD

SD SD SD SD SD SD SD SD

SD SD SD SD

W W W

C/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L

LOD LOD LOD

LODLODLOD

90 ROW APRON

CASTLE DRIVE

TAXIWAY A TAXIWAY A

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

D S

U R

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW

N A

N D

T C

O N

CG123SCALE: 1" = 20' 0 20' 40' 60'10'A1 EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

M A

T C

H L

E E

S H

E E

T C

F O

R C

O N

U A

M A

T C

H L

E E

S H

E E

T C

F O

R C

O N

U A

X X X X

X X

XXXX

X X

Du TS SD

DUST CONTROL (DETAIL A1/CE501)

TEMPORARY SEEDING

SODDING (DETAIL A2/CE502)

STORM DRAIN INLET PROTECTION

(DETAIL C3/CE503)

X X X X

X X

XXXX

X X

LEGEND

LIMITS OF DISTURBANCELOD LOD

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

CE104 CE107

CE105

CE106

CE101

NORTH

CE102 CE103

CONSTRUCTION LIMITSC/L C/L

SILT FENCE (DETAIL A1CE502)SF

(DETAIL A1/CE503)

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL 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.

7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR MULCH AND TEMPORARY SEEDING.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 30 DAYS SHALL BE STABILIZED WITH

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E

E E E E E E E

E E

E E E

E E

E E E

E E

E E E E E E E E E E E E E E E E E E

I I

SD SD SD SD SD SD

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

WWWWWWWWWWWWWWWWW

E E

WWWWWWW

SD SD

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

SD SD SD

W W

W W W W W W W W

C/LC/LC/LC/LC/LC/LC/L

C /L

C/L

C /L

/LC

/L C

C/L

C/L C/L

C /L

C/LC/LC/LC/LC/LC/L

C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L

LODLOD

LODLO

LOD

D LOD

LOD

LOD LOD LOD LOD LOD LOD

LOD LOD

LOD LOD LOD LOD

LOD

LODLOD

LOD LOD LOD LO

LOD

CASTLE DRIVE

CONCRETE

R O

M D

EX GRASS

90 ROW

APRON 80 ROW

APRON

EX GRASS

TAXIWAY SHOULDER TAXIWAY SHOULDER

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

U E

UE UE UE UE UE UE UE UE UE UE UE

FW FW FW FW FW FW FW FW

FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW

U E

UE UE UE

U E

UE UE UE

U E

UE UE UE UE UE

U E

C O

D D D

C O

3236 3236

C O

N A

N D

T C

O N

CG124SCALE: 1" = 20' 0 20' 40' 60'10'A1 EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CE105 FOR CONTINUATION

FUEL SYSTEM

MAINTENANCE DOCK

Du TS

X X X X

X X

XXXX

X X

Du TS SD

SILT FENCE (DETAIL A1CE502)

DUST CONTROL (DETAIL A1/CE501)

TEMPORARY SEEDING

SODDING (DETAIL A2/CE502)

STORM DRAIN INLET PROTECTION

(DETAIL C3/CE503)

X X X X

X X

XXXX

X X

LEGEND

LIMITS OF DISTURBANCELOD LOD

M A

T C

H L

E E

S H

E E

T C

F O

R C

O N

U A

M A

T C

H L

E E

S H

E E

T C

F O

R C

O N

U A

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

CE103 CE107

CE105

CE106

CE101

NORTH

CE102 CE104

CONSTRUCTION LIMITSC/L C/L

(DETAIL A1/CE503)

FILTER SOCK (DETAIL B1/CE501)FS

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL 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.

7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR MULCH AND TEMPORARY SEEDING.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 30 DAYS SHALL BE STABILIZED WITH

SODDING.

9. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.

X X X X

X X

XXXX

X X

SFSF

G G

E E

EEEEEEEE

EEEEE

COMM

C O

M M

C O

M M

W W

SAN

G G

E E

C P

W W

C /L

C/LC/L

C /L

C/LC/LC/LC/LC/L

/LC/L

C/L

C /L

C/L

C /L

C/LC/L

C /L

C/L

C/ L

C/L

C /L

LOD

D LOD

LODLODLOD

LODLODLODLODLOD

DLOD

LOD

LODLOD

CP 308

O N

C O

N C

U N

O N

C O

N C

U N

90 ROW

APRON

80 ROW

APRON

EX GRASS

O N

C O

N C

U N

D S

U R

FIELD SURVEY DATA

GIS DATA

D S

U R

D S

U R

UE UE UE

U E

FW FW FW

S COSSSS

SSSSS

U E

U C

U E

UE UE UE UE UE UE UE UE UE UE UE U

U E

UEUE

X X X X

X X

XXXX

X X

R O

M D

C O

N A

N D

T C

O N

CG125SCALE: 1" = 20' 0 20' 40' 60'10'A1 EROSION AND SEDIMENT CONTROL PLAN

N N

D R

B Y:

C H

D B

C R

O N

2 3

4 5

E D

N U

D B

C O

N O

US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

O F

R S

W O

, S D

O M

O B

D J

V B-

C E

D O

C K

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

-0

- 1

F O

R P

N O

O V

D . L

N . A

D S

O R

NORTH

MATCH LINE - SEE SHEET CE104 FOR CONTINUATION

FUEL SYSTEM

MAINTENANCE DOCK

DOCK 81

DUST CONTROL (DETAIL A1/CE501)

TEMPORARY SEEDING

(DETAIL A1/CE503)

SODDING (DETAIL A2/CE502)

STABILIZED CONSTRUCTION ENTRANCE

(DETAIL A4/CE501)CE

OUTLET PROTECTION (DETAIL A3/CE503)OP

LEGEND

LIMITS OF DISTURBANCELOD LOD

MATCH LINE - SEE SHEET CE106 FOR CONTINUATION

STOP

CP 308

CP 309

CP 312

CP 310

I I

AG AG AG AG

AG AG AG

AGAGAGAG

AG AG

AG AG AG

AGAG

AG AG

WV WV WV

STOP I

W V

CPT

CP 307

V CPT

CPT

I I

KEY PLAN

N.T.S.

CE103 CE104 CE107

CE106

CE101

NORTH

CE102

CE105

CONSTRUCTION LIMITSC/L C/L

STORM DRAIN INLET PROTECTION

(DETAIL C3/CE503)IP

X X X X

X X

XXXX

X X

CURB INLET PROTECTION

(DETAIL C4/CE503)IP-C

IP-C

FILTER SOCK (DETAIL B1/CE501)FS

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO,

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

6. EROSION CONTROL MEASURES SHALL 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.

7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR MULCH AND TEMPORARY SEEDING.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 30 DAYS SHALL BE STABILIZED WITH

SODDING.

9. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.

SILT FENCE (DETAIL A1CE502)

SHEET KEYNOTES

1. CONCRETE WASHOUT (DETAIL C1/CE503)

2. RELOCCATE LOCATION OF CONSTRUCTION ENTRANCE AS

NEEDED DURING CONSTRUCTION. PROVIDE TIRE WASH IN

LIEU OF STONE ENTRANCE WHEN LOCATED ON PAVEMENT.

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5.8

.29

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File details come from the government source that posted it. Updated Dec 15, 2023.